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RC-000434-2015 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 — Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000434-2015 Date Issued: Tuesday,November 15, 2016 This is to certify that work requested to be done as shown by Permit Number RC-000434-2015 has been completed. Tax Map Number: 278.-1-1.2 Location: 175 State Rte 149 Owner: John Brown Applicant: John Brown This structure may be occupied as a:3822 s.f. SFD w/attached garage& fire place By Order of Town Board TOWN OF QUEENSSBBURY Issuance of this Certificate of Occupancy DOES NOT relieve the ��y- (/ 4t 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 12804-5904 (518)761-8201 i Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000434-2015 8Q 2QA Q Tax Map No: 278.4-1.2 Permission is hereby granted to: John Brown REVISED For property located at: 175 State Rte 149 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 Tvue of Construction Owner Name: John Brown Single Family-New $215,000.00 Owner Address: 168 Broad ST Total Value $215,000.00 Glens Falls,NY 12801 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 3822 s.f.SFD w/attached garage& fire place PERMIT FEE PAID-TEAS PERMIT EXPIRES: Wednesday,January 6,2016 (If a longer period is required an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expp. ationAdate.) Dated at the Town of ueemb • { / / but ary 6,2011 SIGNED BY: ///...wwwNWWWiii_lll��/// %V! for the Town of Queensbury. Director of Building&Code Enforcement ...................................................................... OFFICE USE ONLY TAX M P N0.' —� PERMIT NO. III FEES: PER 77u L RECREATIONn�� 2 ENGINEERING ; ¢... D.. (If applicable) I PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: J-0ho 'grown �J joAg ,2 04 OWNER: ADDRESS: 16,? 5$-Oad 65-ee-f- / ADDRESS: /&A8 .$'0adSt: 12S, PHONE NOS. 7f/- qfM oR 798= 9'7,7,6 PHONE NOS. (Jr707L ffW CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:__ r7 '52"WPl PHONE: 9?/-9M LOCATION OF PROPERTY: /75 ck-G Eooc fc� HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES S-NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR 2 0 O Cil w LL PROJECT O 0 y 3 O Uj -j LL O LL W Q a = S W p � Mz U; o S OOU F- LL CL ca SINGLE FAMILY ✓ 6-4,0 TWO-FAMILY kSB� lP`f' TWO-FAMILY MULTI-FAMILY (NO, of UNITS_) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED r? GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: $Z7 6-, OCL) FUEL TYPE: Prz)fpaule HEAT TYPE: Nof f} t R, *HOW MANY,FIREPLACE(S): AND/ OR WOODSTOVES(S): ZONING CATEGORY: IRS ARE THERE WETLANDS ON THIS SITE? # 0 IS THIS A HISTORIC SITE? IIID PROPOSED USE OF BUILDING OR ADDITION: eS( DG KT I AL- 'Please complete a separate Application for"Fuel Burning Appliances& Chimneys'available in our office Tozort of Queensbury • Contmunihi Development Office - 742 Bat/ Road, Queertsburu, NY 12804 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ND ARE THERE EASEMENTS ON PROPERTY? A(0 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 d agr to the 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) �................... ------------------------------------------ Permission .__-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 7 CALL 761.8256 OR EMAIL Office Use Only codes cDgueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: _Yes _No www.gueensburv.net Occupancy Type: 2"j Construction Classification: Assembly Occupancy Limit: Special Conditions: I Town of Queensbu.ny • Commr.tnihj Development Office • 742 Bay Road, Queensbury, NY 12804 77 ----------------••-.-_-•OFFICE USE ONLY-----......................i.. ....................... ..._.___ .......... I ' 1 II. TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK ......._.... as... . 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. , j�, � OWNER: c_/DrlF� r✓�w�) INSTALLER: ` c-) Irl O DwIl /} ADDRESS: I��7Jl8j �C�pQ;�UI 22f (�n��//��G7 !�1 ADDRESS: �//�-'7� �/Y�OQr9apU / - V/� Ml QUI -f D/ PHONE NOS. ( l �— ro 07 oV�-77�g�p ! / /f' P/HON�EyNOS.I`�' �� 7/�� /0 799'— ` '77(a LOCATION OF INSTALLATION: /S V fe� 'R� k- `4 NO.OF RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? KO 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present 3 X 110 gallon per bedroom = 33O INSTALLED? eS PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling--!:f__ Steep slope_ %Slope_ ✓ SOIL NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth? Va--�fCS ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? Va,-7e5 ✓ DOMESTIC WATER SUPLY: Municipal_ Well (If well: Water supply from any septic system absorption is /00 ft.) ✓ PERCOLATION TEST: Rate is S— /S minutes per inch [MPI] /mpOr/ccl (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: .1A-5FD GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for !rte each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: E'ABSORPTION FIELD (WITH NO. 2 STONE) Total length 325- ft. Each trench 2� X 6�r ❑ 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 I 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 ide by these and all requirements of the Town of QUESTIONS? CALL 761.6256 OR EMAIL Queen Sanitar Sewage Disposal Ordinance. codesCojaueensbury net VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbury.net Sig ture of Person Responsible Date y TOzvn of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 B 5-LGL 6/06 Fire!�Iar.qhaV; APPLICATION FOR FUEL BURNEVG 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. OWNER: Jo-hm INSTALLER/BUILDER: Jd1kj ADDRESS: /(Oe 'Broa-ak_- 12gol ADDRESS: /(00 J�_- 0 Iq Aq 12�� PHONE NOS. 7f(-f M '0� '7?P- ?7-7� PHONE NOS. M-100-W 0— 79P— 977(to LOCATION OF PROPERTY. I'qq SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: lohn 5rown PHONE, r7q' ✓ FUEL BURNING APPLIANCE I INFORMATION WOOD COAL PELLET GAS OIL ✓ STOVE ✓ FIREPLACE INSERT V FIREPLACE,FACTORY BUILT* ✓ FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: —MODEL NO LISTED BY: NUMBER: UL 12-7 QUESTIONS ? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK I STONE OR EMAIL:rirem�r�haluueansbur .net STONE MASONRY" CHECK ONE ✓L VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES FLUE CNECKORE EQ JW DOUBLE CHIMNEY CHIMNEY MATERIAL CHECK 5ONEV" WALL TRIPLE WALL - INSULATED DIRECT VENT LINER ✓ "IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: ___MODEL NO. BIR-60 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. REScheck Software Version 4.3.1 Compliance Certificate C�J( I - / )U10 Project Title: JOHN BROWN &TERRI DeGREICHIE BROWN Energy Code: 2009 IECC Location: Warren County,New York Construction Type: Single Family Glazing Area Percentage: 28% Heating Degree Days: 8499 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: Compliance:Passes using UA trade-off Compliance:3.9%Better Than Code Maximum UA:492 Your UA:473 The%Beller or Worse Than cone inmx reflects haw dam to convionce ft hmm is A on coCe hatl mam. It OOPS NOT proMe an estimate or energy use or mat naalh,a to a minimumcode home. Gross Cavity Cont. Glazing U A Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2432 38.0 0.0 73 Wall 1:Wood Frame,16"o.c. 2378 21.0 0.0 95 Window 1:Wood Frame:Double Pane with Low-E 486 0.340 165 Door 1:Solid 40 0.200 8 Door 2:Glass 180 0.340 61 Basement Wall 1:Insulated Concrete Forms 1386 22.0 53 Wall height:9.0' Depth below grade:8.0' Insulation depth:9.0' Floor 1:All-Wood Joistrrruss:Over Unconditioned Space 560 30.0 0.0 18 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 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. � 1 dPETER.IFhbRFN e- r /Z Leh//� Name-Title 17 WEST ROAD Signature Date SOUTH GLENS FALLS Project Notes: NEW YORK 128031' D A,-(, Single Family Residence (518)798-3859 ---� h' Gi Plan10-0907 ��_R"��NS� z t 1 sT9 p26020 `� TF OF NE`N Project Title:JOHN BROWN&TERRI DeGREICHIE BROWN Report date: 12/24/10 Data filename: Untltled.rck Page 1 of 4 REScheck Software Version 4.3.1 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: Basement Walls: ❑ Basement Wall 1:Insulated Concrete Forms,9.0'ht/8.0'bg 19.0'insul,R-22.0 assembly R-value Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?—Yes—No Comments: Doors: ❑ Door 1:Solid,U-factor:0.200 Comments: ❑ Door 2:Glass,1.1-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Tmw:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Alr Leakage: Cj Joints(including dm joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. n Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. E] Access doom separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. C] Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Cj Building envelope airtightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 pal OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps am sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Project Title:JOHN BROWN 8 TERRI DeGREICHIE BROWN Report date: 12/24/10 Data filename: Untitied.rck Page 2 of 4 (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. 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 sunmom 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 manufacturer's 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. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postoonstruction leakage to outdoors test:Less than or equal to 329.0 cim Is elm per 100 R2 of conditioned floor area). (2)Postoonstriction total leakage test(including air handler enclosure):Less than or equal to 493.4 cfm(12 cm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 246.7 cfm(6 cfm per 100 R2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 164.5 cfm(4 cfrn per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: O Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. E] For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: O Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: D HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Project Title:JOHN BROWN&TERRI DeGREICHIE BROWN Report date: 12/24/10 Data filename: Untitied.rck Page 3 of 4 Ll Heated swimming pools have an on/off heater switch. Fj Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: FI A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requimment'c'). Certificate: O 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-condi Toning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:JOHN BROWN&TERRI DeGREICHIE BROWN Report date: 12/24/10 Data filename: Untifled.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate i Insulation Rating R-Value Ceiling I Roof 30.00 Wall 21.00 Floor/Foundation 22.00 Ductwork(unconditioned spaces(: Glass&Door Rating U-Factor SHGC Window 0.34 Door 0.34 NA Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments: G. Peter Jensen I7 West Road South Glens Falls New York 12803 (518) 798—3859 !December 22. 2015 To Whom It May Concern: I have designed(plan 15-0904) and observed the installation of the septic system for John Brown&Terri Degreichie Brown at 175 NYS Route 149, Queensbury. Warren County,New York. It would appear that the installation is within the intent of the design documents.To the best of my knowledge and belief,no field conditions were encountered that would require a re-design of the septic system. To the best of my knowledge and belief all of the distance separation requirements have been met Sincerel G. Peter J en S*.pED AgOh �'(EA °4 s tt °28021 OF NEVI 14 Lj L CT 0 3 2016 OF OLtciVjEURY� DING CpDcg M�D(� � lQ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: �I31 I2O 5 Queensbury Building&Code Enforcement Arrive: am/pm Depart: Jpm 742 Bay Rd.,Queensbury(,NY 12804 Inspector's Initials:/1� NAME: k�,r�Ox-,Y-\ _ PEERRMIT#: 9-01G- St( LOCATION: i�5 INSPECT ON: JB1312-O 1-S TYPE OF STRUCTURE: Comments Y N N/A Footings 1� jCl 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 12/9/2014 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 i 4� Framing I Firestopping Inspection Report Inspection request received: Name: 1_, <0 Lp Inspected on: — — Location: Arrive: a.m.Ip.m. Permit No.: 0— S 3& Inspector's Initials: TYPE OF STRUCTURE: S F (� Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided / Bracing I Bridging 1/ Joist hangers l^off' ,��✓ 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 I Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/3(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''/z inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms ,( 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing / Firestopping Inspection Report r14 b Truss Truss Typo Ory Ply MACLEODS/JOHN BROWN 23075608 -5754 T16 Common Tense 13 1 Job Refarence(optimal) RIVERSIDE TRUSS, RIPARIUS,NY 7.350 a Sep 262012 MITek Industries,Inc Wed Oct 1512:20:052014 Page i ID:31TUJzlvFlWmVxydVBiPyllnd-eoJQsRNwyMh BHhg15n2kPGGSID7Aeg7PmWbSyTAGu ,jr2-5 t0.1�3 i 150-0 1&10.13 1 24611 360.0 0 524i 4-10.13 4-1613 440.13 940.13 52-5 scale 161.0 4x5= 9 6.00 12 3x4 i 3x4 5 7 17 is 4xa 4x6 43 x8. 4 a 4x8 a 4x6 II 44 It m 15 15 14 13 12 1t 1 5x8= 3.4= 3x8= 3x4 = 54= axe= 7-7.12 1 154)•0 1 2241 1 30410 7d-12 7+4 7-0J ]d-t2 Plate Offsets KYY 12�030Edool 13,0-3-0Edael 19'0.3-0Edoel LOADING(Pat) SPACING 2-0-0 CSI DEFL in (loc) /dell Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.95 Vart(LL) -0.19 12-13 >999 360 MT20 197/144 (Ground Snow=70.0) Lumberincrease 1.15 BC 0.75 Vert(TL) -0.3512-13 >999 240 TCDL 10.0 Rep Stress Ina YES WB 0.84 Horz(TL) 0.14 11 n/a n/a BCLL 0.0 Code IRC20067TP12002 (Mabix) Wnd(LL) 0.0313-15 >999 240 Weight:1381b FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structuralwood sheathing directly applied a 2-11-t oc purlins, except BOT CHORD 2x4 SPF No.2 end veNmis. WEBS 2x4 SPF Stud BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 1 Row at mldpt 743,5-13,4-16,8-11 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 16=1913/088 (min.0-3-11),11=1793/Mechanical Max Hoa 16=91(LC 7) Max Uplift 16=73(LC 8),11�43(LC 9) Max Gmv 16=2345(LC 2),11=2193(LC 2) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=521/51,3.4=371/80,4-17=3043/79,6-17=2786/88,5-8=2360/93,6-7=2360/92, 7-18=2803190,8-18=3059/74,8-9=-312145,9-10=453/35,2-16=650/85,10-11=-446/45 BOT CHORD 15-16=-84/2888,14-15=35/2491,13-14=35/2491,12-13=0/1494,11-12=28/2714 WEBS 6-13=29/1402,7-13=-1062/93,7-12=3/307.5-13=1036/93,&15=1/287,4-18=2859/25, 8-11=2948/43 NOTES (10) 1)Wind:ASCE 7-05;90mph(3-second gum);TCDL=4.Opsf;BCDL=4.0psf,h=20ft;Cal.11;Exp B;enclosed;MWFRS(low-rise);cantilever left and light exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=70.0 psf(ground snow);Pt-53.9 Pat(flat root snow);Category 11;Exp B;Partially Exp.;Ct=1.t 3)Unbalanced snow loads have been considered for this design. OF NEw Y 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 53.9 psf on overhangs non-concurrent with other live loads. �P Jp4 GAR�.� 0,9 5)This truss has been designed for basic load combinations,which include cases Win reductions for multiple concurrent live loads. ,q 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plata capable of withstanding 10U Ib uplift at joint(s)16,11. 1- 9)"Semi-rigid pitchbreaks Including heels"Member and fixity model was used in the analysis and design o1 this buss. W 10)If Southern Pine(SP)is specifled,the design values are those effective 06/01/2013 by ALEC. Tg _ Z LOAD CASE(S) Standard FO N0.080091 =C� v ROFESSIONP October 15,2014 �WAnMNt.wevlhrv7xywmunk tonne An7E50hdes;nb baled o ,upo painxFA15rB n,arex1faran trlidi.oBF Designvase to useoNywithal..conM..lhbafxasb 0. poanonpowneten shown.andbfwne IndvNuol bulbkq component. Apdkteralsdporton parametersandproperincoypoolbnWcanpownl k..hg1nbra o! .blilly pngner-ruttrusss tho a,r.nodishown a far lateral Alaype4 o11rgNN.bacigof the oa Addltiand tempoaYMachotliaul ,,dcydulrpcoml.1 ktherespommalN al the toSon,quny..netoor,..cowlth emaffa3 orasnulMebthalNp.ilbll"SlIity of hebWally oarioner.A-alf For and lBuilding compodfin, MiTeK IaMkaliannali.ty controlstoao T. .MWryle 5anaa15rackst t.Sll Aa51RN1 pa,VA2Me4a.O5k-a9 and ICSI BeIIMn9 Componmi 14515rlela. r Fmly,3u4e 4300 Xe�evtMbmUtil3a)RenO�rMp�leM.dre4eap mlu�ul (,�JwwBbi<NW a3WZOI�E113pyMs[A 22311. CaesleMekl.MO e3g17 Job Common Imes 3 Truss Truss Type Oty 1d-5]54 T2 Pty 1 MACLEODB(JOHN BROWN 23075610 Job Reference toptionall RIVERSIDE TRUSS, RIPARIUS,NY 7.350 a Sep 262012 MTek Industries,Inc Wed Oct 1512:20:052014 Page ID:3RUJ21vFllw VxydV iPyllnd6Ro4f8?hGUYGrtOPcOaw Ogs7V*gL E3W47uyTAGt �1-0-0I 61.1z 1z-a.o 1x.10-4 xao-o �s-oa '1-oa '11.1z &1R4 slos 61-u i-ao' Scale=646.3 44= 4 a.W 12 4x4 4x4 3 5 4x8 II 4x6 II 2 e 7 f 0 a 12 9 44= 3x5= 3x5= 3x5 &1-3 { 1&10.132atr0 61 3 7-&11 &1.3 Plate Offsets(X YY RD-3-15 Edger M:04-150-0-01 LOADING(par) SPACING 2-0-0 CSI DEFL In (loc) Well L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.97 Vert(LL) -0.14 9.11 >999 360 MT20 197/144 (Ground Snow=-70.0) Lumber Increase 1.15 SC 0.62 Vert(rL) -0.26 8-9 -999 240 TCDL 10.0 Rap Stress Ina YES WB 0.69 H=(TL) 0.08 8 rima We BCLL 0.0 Code IRC2006/TPI2002 (Mabix) Wlnd(Ly 0.02 9-11 0999 240 Weight:10510 FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SPF No.2 BOTCHORD Rigid calling directly applied or 10-0-0 do bracing. WEBS 2x4 SPF Stud-Except' WEBS 1 Row at midpt 3-12,5-8 2.12,&8:2x4 SPF No.2 MITak recommends that Stabilizers and required cross bracing be Installed during buss erection,in accordance with Stablllzer Installation oulde. REACTIONS (IWsize) 12=1548/05-8 (min.0-3-0),8=154810-5-8 (min.03-0) Max Holz 12=68(LC 7) Max Uplifl12=84(LC 8),8-64(LC 9) Max Grav 12=1898(LC 2),8=1898(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Its)or less except when shown. TOP CHORD 23=598/72,3-4=2257/89,4-5=2257/89,5-8=598172,2-12=712/94,6-8=712/94 BOTCHORD 11-12=-5012073,10-11=0/1524,9-10=011524,8-9=(V2073 WEBS 4-9=37/843,5-9=-6491111.4-11=-37/843,3-11=-649/111,3-12=-2047/4,58=-2047/4 NOTES (9) 1)Wind:ASCE 7-05;90mph(3-second gust);TCDL=4.Opsr,BCDL-4.OpsY h=206;Cat.II;Exp B;enclosed;MWFRS(low-rise);Cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=70.0 par(ground snow);Pf=53.9 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow toads have been Considered for this design. 4)This truss has been designed for greater of Mn roof live load of 16.0 par or 2.00 times flat roof load of 53.9 par on overhangs non-continent with other live loads. 5)This truss has been designed for basic load Combinations,which include Cases with reductions for multiple concurrent live loads. �v O� NE truss y 6)This has been designed for a 10.0 pm bottom chard live load nonconcurrent with any other live loads. 7)Provide mechanical Connection(by others)of buss to bearing plate Capable of withstanding 10010 uplift at joint(s)12,8. �P ,JPN GA0 8)'Semkdgid pitchbreaks including heals'Member end fixity model was used In the analysis and design of this truss. 9)If Southern Pine(SP)is specified,the design values are those effective 06/01/2013 by ALSC. LOAD CASE(S) Standard 1- Q � W 210 '0.080091 �� v g0FESSIONP October 15,2014 QNARgIA-Wdfyrksryx Puaoemn xnd abus wfi5 ON mrs"MIMED NIffNAFFFAkTfFA16l NIb]413,ex 11BI"tt 1090 a1F Design valb fa me a*with MRek connectors.Pas design Is bated at,upon po,ameten maws,and h for an Indviduol binding component. Apolcoonty of design pammeten and proper Inempa dfich of component Is responslblity of bW hg designer-not truss dedgner.&ocirp shown h(or bleral mppwf of lrgNbualwab member onNAdditional tamparuybrocing to lmve nabpty dudnt,comfwcllon to the remonslbility of the MlTek- ar ctar.Addtbnal pennaranl bm<irq of the ovwaA slmctve h line mspansbSlN of iM b,adrp dadpnar.Fargareral pWdance repatlinp labrkalian,wdiN control damge.deNery,eractlon oral brocirq.comult ANSI/TPII Qualay Cri DSB-89 and 801 itu0dng Component 14515 N.alter Fort,Suite=0 Iolit�meVjtylaisxareatM03t=14. Cteaemetl,MO83017 aSes post 1maiIpW"Mdesn nadrmea061/x01IsVAke Job Truss Truss Type oty PlyMACLEODS/JOHN BROWN 123075811 14-5754 T2GE Common Truss 1 1 Job Reference o tionel RNERSIDETRUSS, RIPARIUS,NY 7.350 a Sep 262012 MiTek Dldush1w,Inc Wed Oct 1512:20:072014 Pagel ID:3[TUJzlvF]v VxydV6lPylin BOAH?WSaePDRR3y77F79UIhGbwTEUT(FdILyTAGs .uxol 12-0 F 12-0-0 12-0-0 Rso.o 12o , 1-001 Sale:1/4=1' 4x4= 5 7 B 6.00 12 6 10 6 11 4 12 / 3 3 24II ere II 2 14 5 l 26 27 25 26 24 23 22 21 20 19 18 17 19 6x5 24-00 24 Plate Offsets(X YT 122,0-2-8,0-3-01 LOADING(pap SPACING 260 CSI DEFL In (loc) Well L/d PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.38 Vert(LL) -0.01 15 n/r 120 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.03 Ved(TL) -0.00 15 n/r 120 TCDL 10.0 Rep Stress Ina YES WB 0.23 Hoa(rL) -0.00 16 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight:1111b FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 0.0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid calling directly applied or 6-0.0 oc bracing. OTHERS 2x4 SPF No.2 MITek recommends that Stabilizers and required agree bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 24-0.0. (ib)- Max Horz 28=68(LC 7) Max Uplift All uplift 100Ib or less al loinl(s)28,16,23,24,25,26,27,21,20,19, 18.17 Max Grav All reactions 250 Ib or less al joint(s)except 28=329(LC 10),16.329(LC 10), 22=284(LC 2),23=421(LC 11),24=396(LC it),25=345(LC 11),26=304(LC 2), 27=261(LC 2),21=421(LC 12),20=396(LC 12),19=345(LC 12),18=304(LC 2), 17=261(LC 2) FORCES (Ib)-Max.CompJMax.Ten.-Al forces 250(Ib)or less except when shown. TOP CHORD 2-28=-311/40,14-16=311133 WEBS 7-23=-381137.6-24=358139.5.25=305/38,4-26=263/36,9-21=381/36,10-20=-358/39, 11-19;305/38,12-18=-263/38 NOTES (14) 1)Wind:ASCE 7-05;90mph(3-second gust);TCDL=4.Opsf,BCDL=4.Opst h=20ft;Cat.II;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed:and vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable of NE41r y End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-05;Pg=70.0 par(ground snow);Pf=53.9 pat(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 �P� 304 GARO/ U 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 pat or 2.00 times flat roof load of 53.9 psf on overhangs non-cancurent with other live loads. * If 6)This truss has been designed for basic load Combinations,which include cases with reductions for multiple cancurent live Ioatls. , 2 7)All plates are 1.5x4 MT20 unless otherwise indicated. n W 8)Gable requires continuous bottom chord bearing. rt1 W 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-0-0 oc. 11)This Wss has been designed for a 10.0 pat bottom chord live load nonconcurent with any other live loads. F� �0.080091 (� 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)28,16,23,24.25,26, A V 27,21,20,19,18,1T A�F6SS10NP 13)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used In the analysis and design of this truss. 14)If Southern Pine(SP)Is specified,the design values are those effective 06101/2013 by ALSC. October 15,2014 Ammm.wNrdo'k P4neeenrndaFAprG1ETDN14raA.VlI4H1DIDwIEKAFifrPM1r£MGFwf-1r71rte1/a/AlanB60.RIN Oeslgn vaW for we may,Am Mnek ccnrrocterr.rhe deJan a bared cony upon parameters shaw'n.anal k for an N6vNual building component. - App9cablayofdesignponametenontopaperMcapona6onalcampsrentkresponsDilfy al buidirq designer-rot tNv desgner.to cugshown Is fon blend support of NdwdVcl web members asy.Adaf'ion l lempaory wacksg to insure sfabifily daring construction b the respateidLty of the erecla.Addrm,ol permanent doling of Me owners shucture is the ampons6afy of the buidrg designer.Faperoral gweence regaedng MTek' fadkotiar audity control pagan.deNery.eeecaon antl boosting.contest ANSM110ualty Crime,DSB-89 and IC5Uending Component 14615 N.Outer Forty.ears MG Sdefy Mamdlom wobble mom bear Plate Nr6lste.781 N.Lea Sheet.SVte 312,Alessandro.VA 22314. Channeled,MO 63017 HSoua,em VM IkPllumex b�esNeL W deslplxlwue dwseeHecdw06/dl/M13 ey AISC Job Trusts Truss Type Ory wig MACLEODS/JOHN BROWN 23075812 14-5754 T2GT COMMON TRUSS 1 q JJobReference o lienal RIVERSIDETRUSS, RIPARIUS,NY 7.350 s Sep 262012 MITak Industries,Ire Wed Oct 151220:092014 Paget ID:3RUJz1vRhmVxyd iPyllnd-WaYAMa_Bs7TIbS3XgCaZ_02)orlowlM*DyTAGq NOTES (14) 12)Use Simpson Strong-Tie HUS26(14-10d Girder,6-104 Truss)or equivalent spaced at 2-0.0 oc max,staring at 2-0-0 from the lee end to 22-0-0 to connect busses)Tl S(1 ply 20 SPF) to back face of bottom chord. 13)Fill all nail holes where hanger is in Contact with lumber. 14)If Southern Pine(SP)is specified,the design values are those eeeclive 06/01/2013 by ALSC. LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pill) Ver:1-2=-128,2-5=-128,5-8=-128,8-9=128,10-16=-20 Concentrated Loads(Ib) Vert:13=-2173(8)12=-2173(B)11=2173(8)14=2173(8)15=2173(8)19=-2173(8)20=2173(8)21=2173(8)22=2173(8)23=-2173(8)24=2173(13) A W4araki.e,Wy&up veeeeeneed SuI eons ON ran"rrnrmcaXF7X4EFya5arFWEWr.7O1 e.lint 1Nf INVOON. benign void for we ody with Mgek conreotor,This design k bmsd onN upon parameters sM ,and IS for on indriduol bultlng componenl. Apprpobmy of design)oeomete%and proper nca tion of componentaresparubaly of bollQo-ig den1ner-.1 truss tlesgner.ll o shown e for lateral eWp of Wk tweb members only.Addrimd lemparary brocing to nave stalely 6-dt9 eomttuerun a the renpombgily of the MiTek star.Addlbnol permanent bacn9 of ea oveml sbuclue is the retponsbdily of the buibq desWrter,fargannal gutlance repardrp fobkotlon.qudity conhoL ntarapa.dervery,erection and bo.hV.consult ANSITII overfly Cited..b51d9 and SCSI Sinding Component 14515 N.outer Forty.Suds leOU HSw{nMrarnmeN Ilpllum5ereaeellma.m.eepan ivN7olan CwK"epN oS/OS/te�ALSCYplI MO 0017 JobTruss Truss Type Oly Ply MACLEODS/JOHN BROWN 123075813 14-5754 Vi Valley Truss 1 1 Job afarenee f.plionall RIVERSIDE TRUSS, RIPARIUS,NY 7.350 s Sap 28 2012 MiTek Industries,Inc Wed Ori 1512:20:11 2014 Page 1 ID:31TUJzlvFlN VxydV6iPylimSygh7MCBM7631rOyCBH?(Qvly_P25vOMD yTAGo r 10l 10+4 04 4 Seale=1:35.5 40= 4 Soo 12 3 5 1] 14 8 2 7 ♦d 1 d O 3.4 i 12 11 to 9 a U4 C 5x5= a 0-&e a 2080 Plate Oftsets(XY): 110'0-2-80-3-01 LOADING(psi SPACING 240.0 CSI DEFL In floc) VdeO Ltd PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.43 Vert(LL) We - mia 999 MT20 1971144 (Ground Snow=70.0) Lumber Increase 1.15 Sc 0.09 VeR(TL) n/a - me 999 TCDL 10.0 Rep Stress Ina YES WB 0.21 Horil 0.00 7 n/a n/a BCLL 0.0 Code IRC20067TPI2002 (Matrix) Weight:61 lb FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins. BOTCHORD 2x4 SPF No.2 BOTCHORD Rigid calling directly applied or 10-M oc bracing. OTHERS 2x4 SPF Stud MITek recommends that Stabilizers and required class bracing be Installed during truss erection,in accordance with Stabilizer Installation uide REACTIONS All bearings 20-7-8. (Ib)- Max Hoa 1=42(LC 7) Max Uplift All uplift 1001b or less at joint(s)1,11,12,9,8 Mall All reactions 2501b or less at joints)1,7 except 10=481(LC 2),11=7 801 10),12=484(LC 2), 9-780(LC 11),8=484(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or lass except when shown. WEBS 4-10-403/0,3.11=-897/84,2-12=-419/62,5-9=697/84,6-8=-419/62 NOTES (10) 1)Wnd:ASCE 7-05;90mph(3second gust);TCDL=4.Opsf BCDL=4.Opst h=20ft;Cal.Il;Exp B;enclosed:MWFRS(low-rise);cantilever left and right exposed;and verilcal left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=70.0 psf(ground snow);Pf=53.9 Ind(Bat roof snow);Category Il;Exp B;Partially Exp.;C1=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for basic load combinations,which include cases with reductions for multiple conartent live loads. 5)All plalas are 1.5X4 MT20 unless otherwise Indicated. 6)Gable requires continuous bottom chord bearing. 7)This truss has been designed for a 10.0 psi bottom chard live load nonconcurrent with any other live loads. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100111 uplift at joints)1,11,12,9,8. � OF NE(v Y 9)08eml-rigld pitchbreaks including heels Member end fix ty model was used in the analysis and design of this truss. If Southern Pine(BP)Is specifled,the design values are those effective 06/012013 by ALSO. y'�P �JPN GAR0j9 LOAD CASE(S) Standard r IY LU y � i NFO0.08009, =C� lei a. October 15,2014 bell,modgdfar us.surs,.nn.un.ndaverlonsoxmssAbD based o Nr upon pasometrs shi ro/snx far anntan Detyn valid foruseo p.11in Mieranahs. incl proper basedonlypuamaten stwwn.asci Nlar IedvMeol destlbyaomponana t. Applicability of dsYpn paamelan cadproper IneerpAdditio o1componentaraspg to seeofbbility dedgnar-noll,ua dtheges anelial Town elablmalvppod Pannell dra mambecurea AdditkmdtempwybracMo toseem stability designer pectionabn Is the of the MiTek etar.AtlGibnal pe�manonl Goeinp d the avant sheehxe Is N,a responslbNAl of itre bottle,Outside. ar.SB49 and 1C$ldar,ca re,oroinp labdcallpp.uc ality eanlro4 storage.deNery.eredlan and bads,,eomeN AN51/IPI1 OaalMy CMeda.DSIV-0t and ICSI NONdlne Cempanml 14515 N.Outer 630 7 Y]aN ns~ohwn moa:isallosses a,tiwelln.e.a:'dfu lna6inl mt"w.hCeeo«'ia�eleaclo�miaW K2YJI4. cnulerfiea,rno acres Job Truss Truss Type Oty Pty MACLEODS/JOHN BROWN 230]561d 145759 V2 Valley Truss 1 r 1 Job Reference(optimal) Incl RIVERSIDETRUSS, RIPARIUS,NY ].3560-Sep 26 ylind- Tek IndustrialIncVJetl Cd2Hlz15 12:20:12 2014 yPage I TAGn ID:31TUJz1vFlNrtnVxyoVBiPyIInM1v9E3KIDmHBFlKDJ1kgDgCBo2HIZBWA2e zOLVyTAGn a•• i te-e-e , eaw e4-e scale=126.3 4.5 = 3 6 0 12 1.5x4 1.5.4 II 2 4 5 Y a o 3.4 G 8 7 5 3x4 C 1.5x4 It 5x5= 1.5x4 II 165-0 16" Plate Offsets(x Yr [70-2-8.0-3-01 LOADING(ps0 SPACING 2-0-0 CSI DEFL in floc) Well Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.40 Vert(LL) n/a - his 989 MT20 1971144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.11 Ven(TL) his - nis 999 TCDL 10.0 Rep Stress Ina YES WB 0.15 Horzf l-) 0.00 5 his Na BCLL 0.0 Code IRC20087rP12002 (Matrix) Weight:46 lb FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or&04 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc brectng. OTHERS 2x4 SPF Stud MiTek recommends that Stabilizers and required=as bracing be installed during truss section,in accordance with Stabilizer installation ouide REACTIONS All bearings 16-7-8. (Ib)- Max Horz 1=33(LC 6) Mex Uplift All uplift 1OO Ib or less al joint(s)1,8,6 Max Grant All reactions 250 Ib or less at joint(s)1,5 except 7=470(LC 2),8=763(LC 10),6=762(LC 11) FORCES (Ib)-Max.Comp./k9ax.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=400/7,2.8=664184.4-6=-664/84 NOTES (9) 1)Wind:ASCE 7-05;90mph(3-second gust);TCDL=4.OpsY BCOL=4.0psf;h=206;Cat.II;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical leg and right exposed;Lumber DOL=1.60 plate grip DOL-140 2)TCLL:ASCE 7-05;Pile 70.0 psf(ground snow);Pf=53.9 par(Oat roof snow);Category ll;Exp B;Partially Exp.;C1=1.1 3)Unbalanced snow loads have been Considered for this design. 4)This truss has been designed for basic load combinations,which include cases with reductions for multiple conctrrent live loads. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chard live load nonconcunent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joints)1,8,e. 8)"Sem4rigid pllchbreaks Including heels"Member end idly model was used In the analysis and design of this truss. 9)If Southern Pine(SP)Is specified,the design values are those effective 06/01/2013 by ALSC. of NE y LOAD CASE(S) Standard y�Q. 'JPN GA&CZ 0,9� r Cr n W m _ Up �O 'yo.08009, ��ci 9OF�ss1°NP October 15,2014 Assign rlA.wr vs. n0v esh Mek connectors. eer.W5,W11M11d¢6Mf12xnParElma A4e shown,and 1far an individual � Derbnvdid If as oM/wehMnek and oredesigns of coh Dotyuponpupmsten shown,antlbIapn InhtMas derignbuildin)compaent. 6 far dlt support design pommsten antl proper Irx:apapibn al carpo ery 4 edW t dnlyse building tl,rgner s rot Imuis the r er.Brpc4q mown uta Wreralmpporl pt lntlNltivplwsbmembenooM Additional Is hispotxpdno 1phlraellpd en'rMgpomWptdOkinererecordAlg of Me WOW loixi ar.Additional Po^^pneni storage, a of the pveron an:dve b the Dolph ribery of the baltllrly CUlgnsc For general 9Ntl uNdIng Compo Set gpolfy control,slarpae,tlelNery,erection and bpchp.cwrvll AN51/mll Ovpsry CMedp,0-51.99 and 6051 su9tllna Component 14515 N.Outer Fony,luxe 1go0 hswAem.shie hos)himlM,ir.p«lAee sne slaves toWr-d Lee s,ee«��d11220li"ArY.sAC 2231 d. Chonlemep.Ma 63017 Jobrasa Truss Type Oty Ply MACLEODS/JOHNBROWN 14-5754 V3 VeOey TIus9 1 1 23075615 Job Reference o tionel RIVERSIDE TRUSS, RIPARIUS,NY 7.350 a Sep 262012 MiTek Indust)Inc Wed Cal 1512:20:132014 Pagel ID:31TUJzl vFlNanVxydV6tPy11ndFLaRY2001 OWWuDINEfNOMygdhay0reiytyTAGm su 12-4 4 9+4 Scale=1:21.5 mm aa 3 9.00 12 6 10 1.5.4 11 1.5X4 I 4 2 5 i t b tj a 7 8 3x4 1.5x4 1.5x4 I 1.5.4 I 3x4 1 2-&8 12-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In floc) I/deg Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.45 VertfLL) Ne - n/a 999 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.10 Vefi(TL) fire - fire 999 TCDL 10.0 Rep Stress Ina YES WE 0.12 HOR(TL) 0.00 5 n/a n/a BCLL 0.0 Code IRC200STP12002 (Matrix) Weight:33 lb FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 20 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0cc puriins. BOTCHORD 2x4 SPF No.2 BOTCHORD Rigid calling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SPF Stud MiTek recommends that Stabilizers and required cross bractng be Installed during truss erection,in accordance with Stabilizer Install gi REACTIONS All bearings 12-7-8. (Ib)- Max Horz 1=-25(LC 6) Max Uplift Ag uplift 100 lb orless at)oinl(s)1,8,6 Max Grev All reactions 2501b or less at Joint(e)1,5 except 7=512(LC 2),8=602(LC 10),6=602(LC 11) FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(11g)or less except when shown. WEBS 3-7=-425/19,2-8=546/73,4-6=546f/3 NOTES (9) I)Wind:ASCE 7-05;90mph(3-second gust);TCDL=4.Opsf,BCDL=4.Opsf;h=2011;Cat.II;Fxp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;and vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This buss has been designed for basic load combinations,which Include cases with reductions for multiple concomenl live loads. 5)Gable requires continuous bottom Mord bearing. 6)This truss has been designed for a 10.0 psf bottom Mom live load nonconcument with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 It,uplift at jolnl(s)1,8,6. 8)"Serol-rigid pitchbreaks Including heels'Member end fixity model was used In the analysis and design of this Was. 9)If Southern Pine(SP)is specified,the design values are those effective 06/01/2013 by ALSC. LonocasE(s) Standard NEbIA� GA Cl �,PN HC/ O 9 9'� it # r Q Oy W IT, LU 2 ZN�O �0.08009, 9pFESSIONP October 15,2014 Design RMIswM14eorgyWith Mrsk cone MiFS as deISAM Rpped any rFFEMFA1GFNrr N)3m41to,an//hRO.Q o Designvalid for design ra Mpak connecter.robsedanX boredonN aeonpaaveiers flown,andbforfin I-hal Issas bustlingcomponent. APWIcadliN of dest2n ppromalers and proper Incorporation ofcomponenthrespgtoinN of buildingdesigna-nol Innsdesigner.Bracing rhown h Ialpleral a,nporl of Indivdudweb met the onrra AddlXcod iempeay b,aohp mof e lour ingstability,u ,i cormlrvdbn a the a second,of the folbil . ofaliwlpe,mo,ifora adr,ppRhaovembWotaocing,e Is consult lb11NSIM11 WalityCaere. SB49annd1iBan ingCom o MiTek' labdcpllan.quallN control,stooge.de Mate erection,and dacNp.consult Z Akf FIt Quality Cada.DSe419 and ICSI XaXtenp Component 14515 N.bull Fely,7 p40 as., eeromp�IXP,lap6erbrpvc e4.Er1 +IpilwWnw Lee MrealeNw06)dl/]a1a3 2Z3 14. CXnlerMkl,MO e]a1i Job Truss Truss Type Ory Ply MACLEODS/JOHN BROWN 23075878 745754 VO Valley Truss 1 r 1 Job Reference o tianal RIVERSIDE TRUSS, RIPARIUS,NY 7.350 a Sep 282012 MITek Industries,Inc Wed Oct 1512:20:132014 Pagel ID:31TUJzlvF11wmVxydV8lPylim LORY20010NYxMuDINEfNOkkagcT ICreiytyTAGm Scab•1:16.8 4x4= 2 6.00 12 8 5 3 y} G d 4 2x1 4 1.5.4 II 2x1 tLe-B 85-0 LOADING(psp SPACING 2-0-0 CSI DEFL in floc) 0tled Lid PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.54 Vert(LL) We - n/a 999 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.15 Veff(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Ina YES we 0.10 Horz(7L) 0.00 3 n/e n/a BCLL 0.0 Code IRC2008/TPI2002 (Matffx) Weight:211b FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc puffins. BOTCHORD 2x4 SPF No.2 BOTCHORD Rigid ceiling direly applied or 10-0-0 cc bracing. OTHERS 2x4 SPF Stud MITek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 1=236/8-7-8 (min.0-1-12),3=236/8-7-8 (min.0-1-12),4m42818-7-8 (min.0-1-12) Max Hors 1=-16(LC 6) Max Uplift 1=-16(LC 8),3=-18(LC 9) Max Grav 1=293(LC 10),3=293(LC 11),4=517(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=42428 NOTES (9) 1)Wild:ASCE 7-05;90mph(3-second gust);TCDL=4.Opsf,BCDL=4.Opsf;h=206;Cal.II;Exp B;enclosed;MWPRS(low-ise);cantilever left and Eight exposed;end vertical left and right exposed:Lumber DOL=1.60 plate grip DOL-1.60 2)TCLL:ASCE 7-05;Pg=70.0 Pat(ground snow);Pf=53.9 psf(flat roof snow);Category ll;ESP B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 Pat bottom chord live load nonconcument with any other live bads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 8)'SemFrigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)If Southern Pine(SP)is specified,the design values are those effective 06101/2013 by ALSO. LOAD CASE(S) Standard ��OF NE �,�Q- S�PN GAq°,N O9f• far r W w IT I UJ � 2 NCO 'y0.08009, v 9OFesslio JP October 15,2014 Aluesenwi-wml&nIO.yrnm¢n end Uy Entry ON af12A'd/M WED MmNAFiE1fM£NOE WE1411 nx 1/2SIM14 AFFAIFIy �• Design vdid far we only wlm Maek connecton.Ens design h based or*upon avarnelen sinown.and h Ica an Inalviduol buBdkq campanenl. C Mr Apphot design paomelen and Ixope,ir,corporation daw, cnpent h om resFbil,ly of bulking designer-net lrun dedgner.&achey fin hfabte liwpWof IrW Wv lwebmembenonly.Addlkx,dtempavybracing1ahavesladNy"WconsfmctbnhtMmspomb,Siryof Me erecta.Addlional PermmanlbmclrydiM overtl sMucMeb Me resPanA>aN of lM1e bul6ry dMlgMr.farWMrd gWdonce regarLy MITeK fabrkalon,gwly ooniral.storage.delvery.medlon arch braci,,cwoult MRI/Wl guadry Cdleda.DSII-89 and SCSI Budding component 14515 N.War Forry.ease MO Sadly lnlermaMen waBabbhom Trvp RotslroMlute.y8l N.Lee Sheat.Suee312.Abxandrb.VAY1314. GWemetl,MOd0011 nsaed,.m ph,.Imllumwraw.em.4.ln.d..kn.,Irr...r.d,m.elreaawos/oa/mugAlsc Job Nas 7vll.yT Dty Pty MACLEODS/JOHN BROWN23075617 14-5754 V5 1 7 Job Reference o lional RIVERSIDE TRUSS, RIPARIUS,NY 7.350 s Sep 262012 MiTek Industries,Inc Wed Cat 1512:20:142014 Page 1 ID:31TUJzlvFllw VzydV61Pyllnd.0Lg10EWjVPZWrDs5lWdH064yyc53L41SVPRyTAG1 2<r 4-e-s 2.4.4 3x4 = spite 18.8 2 8.00 F2 3 1 rd 2x4 i 2x4 4$0 Plate offsets(XYy 120-2-0Edoel LOADING(pi SPACING 2-0-0 CSI DEFL in floc) Well Lid PLATES GRIP TCLL 53.9 plates Increase 1.15 TC 0.11 Vert(LL) n/a - file 999 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.14 Vert(TL) fila - file 999 TCDL 10.0 Rep Stress Ina YES WE 0.00 Horz(R) 0.00 3 nra fire BCLL 0.0 Code IRC20067rP12002 (Matrix) Weight:10 lb FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural mod sheathing directly applied oro-8-8 oc puffins. BOTCHORO 2x4 SPF No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0oc Imaging. MiTek recommends that Stabilizers and required=as bracing be Installed during truss erection,In accordance with Stabilizer Installation REACTIONS (Ib/size) 1=208/4.7-8 (min.0-1-8),3=20814-7.8 (min.0-1-0) Max Holz 1=7(LC 5) Max Uplift 1 iii 6),3=.5(LC 7) Max Grav 1=255fLC 2),3=255(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=285123,2-3=-285123 NOTES (8) 1)W ri ASCE 7-05;90mph(3-second gust);TCDL�.Opsh BCDL=4.Opsf,h=20ft;Cat.II;Exp B;enclosed;MWFRS(low rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=70.0 pat(ground snow);Pf=53.9 pat(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for basic load combinations,which Include Cases with reductions for multiple concurrent live loads. 4)Gable requires continuous bottom Mord bearing. 5)This truss hes been designed for a 10.0 pall bottom Mord live load nonconcurrent with any other live loads. 0)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 Ib uplift at jolnt(s)1,3. 7)"Semi-dgld pitchbreaks Including hassle Member end fixity model was used in the analysis and design of this truss. 8)If Southern Pine(SP)is speed,the design values are those effective 06r0112013 by ALSO. LOAD CASE(5) Standard �c�OF NE )JPN GAHC/H O9'� r 2 n W y r 2 SFO X0.08009, Q�C9 v AOFESSIONP October 15,2014 Asianv G-KrdissoniyareuruneMafAD M2FfQYiMSAtD basedphuiga onserEleassh 4)3fixfarontURaAffI➢F �• DerbniIonisegn m elekaomMttwim Oesgnbof co troyupon Paanielersshorn antlaison-pot War component. APPtkadflyofiof Paramelepantlembers op,,Aafioncf compa,nnl bresp0N0elityofbuldX,p M construction Mas designer.airedidroOMe hictor.AtappM permanent webmembersteeny, AdtlNand tee respompoinsibility bracy,o to F,svetladAtyder.Fog Walbnberse,the regarding of iM1e �sx(Tew tor.AtldXonal pamwnent bmalrp dr,eoverobbpclera Is the rensult OAll the boldine Cellir.faeer and SCdd Before 1Y1 lobkonforquality afs,gabefromTss Rate erea0en antl dacha.consult 312,Alexandria, ria,VA 22314. Oaa�89and aC51 aullr0ny Component 14515 N.Wier Ferry.Sets Ip00 Nda�u[t"rn�T IotV)I��bpeww.m�bilpn tairuulu.mnrhMr«S��o,�in>�w 022314. Chesterfield!, Riverside Truss PO Box 425 DISPATCH COPY Chestertown,NY 128 17 518-494-2412 I II III I II I II III II II III I III III I II I I II I II I II I II II III I I III III III I III Fax: 518-494-4234 ORDER 1410-457543 PAGE 1 OF 1 SOLD TO - SHIP TO ACCOUNT JOB Macleod's Lumber Macleod's Lumber 7MA110 0 P.O.Box 217 Route 4 P.O.Box 217 Route 4 ORDERED ON 10/23/2014 10: WHITEHALL NY 12887 WHITEHALL NY 12887 518 499-0213 DELIVER ON 10/ 5:4Z / BRANCH RT20 7/� CUSTOMER PO# 01-2424-00 STATION RT01 CASHIER MRG Custom Roof& Floor Truss SALESPERSON T www.riversidetruss.com ORDER ENTRY MRG MODIFIED BY MRG Yard Quantity Remaining um Item rth _ Location - Notes 1 1 EACH MN45754J-000 TRUSS SYSTEM 11 11 EACH HUS26 Y TRUSS HANGER 1 1 EACH BCSI BRACING GUIDELINES 1 1 EACH CONDITIONS tomer's responsibility to supply a crew and/or equipment which can efficiently unload all products at the jobsite.Altering, cutting,or repairing any truss without written approval of Riverside Truss will be solely at the risk&expense of the Customer.It is the Customer's responsibility to handle,erect and brace trusses as per TPI documents provided.Shortages and/or damages must be noted on the dispatch copy and signed by the driver and a representative of the Buyer.Claims made on any components due to error or defects In workmanship will not be accepted without prior written approval of Riverside Truss.Riverside Truss must be given adequate time to investigate and/or correct any problems.Minor trimming, shimming or scabbing of components due to the product's typical nature shall be the responsibility of the Buyer. ORDER#14-5754(JOHN BROWN) Stager Loader Driver Truck Time Load 0.000 Receiver.' Received in Good Condition MM Mie MiTek MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: 14-5754 MACLEODS/JOHN BROWN The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Riverside Truss. Pages or sheets covered by this seal: 123075607 thru 123075617 My license renewal date for the state of New York is January 31,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �< OF NEIyY y�P �J04GA&C O9 r rt w 2 tP�0.0 �0.0 0091 �.2C> St October 15,2014 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSVTPI 1. Job TN39 Tru as Type Oy Ply M4CLEODS/JOHN BROWN 23075612 14-6754 T2GT COMMON TRUSS 1 q JJob Referenm a Lionel RIVERSIDE TRUSS, RIPARIUS,NV 7.350 a Sep 262012 MiTek Industries,Ina Wed Oct 1512:20:092014 Page 1 ID:31TUJzlvFIlwmVxydV6iPylind-WaYAhAt 8s7 bS3X9jCa2 132kx?OwlkkkDyTAGq .:11.11 azo I 61-3 1 +x011 +s.+a+a I 1Po-+1 1 zaan PA00, '1.0.11 azs s10-13 s-10-t3 ato-+a a-lo-ta a2,s 100' scale=1:50.7 74 II s amu 54a17 4 178 3x4! 34 9 8x14 MT20H G 8x14�M12OH 2 5 1111 ti T +a z0 zt zz z3 z4 1e +s 14 a 12 n to 64=HUS26 1x14 W20H= HUS26 74 = HUS28 1000= HUS26 74= HUS26 8x14 MT20H= 64_ HUS26 HUSH Hua28 HUS26 HUS28 HUS26 az-5 1 6-1-3 1 +z0a +s10-+3 11Ho-n x110 123 bto-+3 3.10-+p a10-+3 o-+a10 a245 Plate Offsets(X V): 12 0-4-6 Etl0 1 180.4-e Etl0 1 111,0-3b 0481 112�OJ-0 0-4-121 114:0-"0+121 115:03.8 0dA1 LOADING(Pat) SPACING 2-" c51 DEFL in (loo) War Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.79 Vert(LL) -0.26 13-14 >999 360 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.97 Vert(TL) -0.40 13-14 >698 240 MT20H 148/108 TCDL 10.0 Rep Stress Ina NO WB 0.82 Horz(TL) 0.10 10 We n/a BCLL 0.0 Code IRC2006/fP12002 (Matrix) Wind(LL) 0.0513-14 >999 240 Weight:4011b FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 4.9.13 oc puffins, except BOT CHORD 2x6 SPF 1650E 1.5E end verticals. WEBS 2x4 SPF Stud-Except' BOT CHORD Rigid calling directly applied or 10-"oc bracing. 5-13,2-15.8-11:2x4 SPF 1650F 1.5E,2-16.8-10:2x6 SPF N0.2 REACTIONS (Ib/size) 16=13848/0.5-8 (min.0.2-2),10=1384810-5A (min.0-2-2) Max Hors 16=66(-C 5) Max Uplift 16=347(LC 7),10=347(LC 8) FORCES (lb)-Max.CompJM;x.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23=-19054/447,3-17=-18046/430,4-17=179501437,4.5=14574/375,5-6=145741375, 8-18--17950/437,7-18=-18046/430,7-8=190541447.2-16=12335/327,8-10=12335/327 BOT CHORD 16.19=-100/2074,15-19=10012074,15-20=397116873,14.20=.397/16873, 14-21=-349/16082,13-21=-349/16082,13-22=313/16082,12-22=313/16082, 12-23=-33M6873,11-23=336116873,11-24=-3912074,10-24=-3912074 WEBS 5-13=292112408,6.13=5188/188,6-12=104/4924,7-12=1001/60,7-11=10/824, 4-13=51881168,4-14=104/4924,3-14=1001/60,3-15-10/824,2-15=-315115167. 8-11=312115167 NOTES (14) 1)3-ply truss to be connected together with IOn(0.1 SINT)nails as follows: Top chords connected as follows:2x4-1 row at 0.9.0 oc,2x6-2 rows staggered at 0-9-0 no, Bottom chords connected as follows:2x6-3 rows staggered at 04-0 no. Webs connected as follows:2x4-1 row at(I-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(S)face In the LOAD CASE(S)section.Ply to ply E OF NEl1r Y connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '( 3)Wind:ASCE 7-05;90mph(3-second gust);TCDL-4.Opsf;BCDL=4.Opst;h=201;Cal.11;Exp B;enclosed;MWFRS(low-rise);cantilever left ,r;P JpN Gggc� 09 and right exposed;end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-05;Pg=70.0 psf(ground snow);Pf=53.9 psf(Oat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 1t 5)Unbalanced snow loads have been considered for this design. 6)This buss has been designed for greater of min roof live load of 16.0 pat or 1.00 times Oat roof load of 53.9 psf on overhangs r- ` Cr W non-concurrent with other live loads. C1 _ W 7)All plates are MT20been plates unless 10.0 at bottom d. 2 J 2 8)This buss has been designed fora 10.0 psf bottom chord live load Vonem with any other loads. N (� 9)Bearing at joint(s)78,10 considers parallel to grain value using ANSSI/TPIf 1 1 angle to grain formula.. Building designer should verily FO �O.OSOOr61 �� capacity of bearing surface. 10 V 10)Provide mechanical connection(by others)of buss t1 bearing plate capable of withstanding 100 lb uplift at joint(s)except Ol=1b)16=347, 9OpEsslr* 10=347. 11)"Semi-rigid pitchbreaks Including heals"Member end fixity model was used In the analysis and design of this truss. 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Job Truss Truss Type Ory Ply MACLE005/JOHN BROWN 123075607 14-5754 T1 Common Truss 14 1 pb Refererat fordonall RIVERSIDETRUSS, RIPARIUS,NY 7.350 s Sep 262012 MITek Indusldes,Inc Wed Oct 1512:20:01 2014 Page 1 ID:31TUJzlvF[N VxydV6iPyllnd413vlx4esksFVW wbs EbHrNP30404mJShyTA(3y 4/a 53-5 410.13 4-1613 410.13 410.13 52-5 1410 Scala=1:00.6 4x5= 6 6.60 12 3x4 i 3x4 5 7 18 19 44 i 4x5 34 4 a 3x5 3 a 44 II 4x8 II 2 10 1t 1] 16 15 14 13 12 5x0= 3x4 = 3ffi= 3x4= Sx,= 44= ].]-1z 154F0 ,I xzrs {- 3oao 1-1nz 7r-4 7.4-4 7a-1z Plate Offsets((V)' f2:0-3A Edoel N0:0.3.0 Etl el LOADING lost) SPACING 2-0-0 CSI DEFL In (loc) Uden Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.95 Vert(LL) -0.19 14.16 >999 380 MT20 197/144 (Ground Snow-70.0) Lumber Increase 1.15 BC 0.75 Vert(TL) -0.34 14-16 >999 240 TCDL 10.0 Rep Stress Ina VES We 0.82 Horz(TL) 0.14 12 n/a n/a BCLL 0.0 Code IRC2006rrPI2002 (Matrix) Wind(LL) 0.03 1446 >999 240 Weight:139 lb FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or2-11-6 oc pudins, except BOTCHORD 2x4 SPF No.2 end vertials. WEBS 2x4 SPF Stud BOTCHORD Rigid ailing directly applied or 10.0-0oc bracing. WEBS 1 Row at midpt 7-14.5-14,4-17.8-12 MITek recommends that Stabilizers and required moss bracing be Installed during buss erection,In accordance with Slabitizer Installation oulde. REACTIONS (lb/size) 17=1911/05-8 (min.0-311),12=1911/0.5-8 (min.0.3-11) Max Holz 17=SO(LC 6) Max Uplift 17=73(LC 8),12=73(-C 9) Max Gav 17-2342(LC 2),12=2342(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=.52i/51,3-4=-371160.4-18=3038179.5-18=2781188,55=-2355/92,(I-7=2355/92, 7-19=2781/89,6-19=3038/72,8-9=371/59,9-10=-521150.2-17-.649/85,10-12=-649/85 BOTCHORD 16-17=49/2683,15A B=30/2487,14-15=30/2487.13-14=0/2487.12-13=7/26B3 WEBS 6-14=29/1400,7-14=1058193.7-13=1/286,5-14=1058193,5-16=111286,4-117=2855/26, 8-12=285526 NOTES (9) 1)Wind:ASCE 7-05;90mph(3seand gust);TCDL=4.Opsf BCDL=4.0psf;h=206;Cal.II;Exp B;enclosed;MWFRS(low-rise);andlever len and right exposed;end vertical left and light exposed;Lumber DOL=1.60 plate grip DOL=1.80 2)TCLL:ASCE 745;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat mot snow);Category Il;Exp B;PaNally Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��OF N�t,I,Y 4)This muss has been designed for greater of min mot five load of 16.0 par or 1.00 times flat roof load of 53.9 psf on overhangs •Y non-concurrent Win other live loads. 5)This truss has been designed for basic load combinations,which include mass with reductions for multiple concurrent live loads. to 'JP•N GARC/,q '➢,� 6)This muss has been designed for a 10.0 psf bottom chord live load nonconeuma nt with any other live loads. 7)Provide mechanical connection(by others)of muss to basing plate Capable of withstanding 73 b uplift at joint 17 and 73 Ib uplift at joint 12. r 1i 8)"Sem0gid pltchbreaks Including heals"Member end fixity model was used In the analysis and design of this muss. W 9)If Southern Pine(SP)is specified,the design values are those enactive 061012013 by ALSC. m 2 LOAD CASE(S) Standard \ 0.0800plessio v October 15,2014 Dealgnvdn for ue.iy p.m.xsn.maFAn So]syoadoo naIlllref6MrlExaFTEAEaQAaa[RIr.7�r3at tJn/mNeR�we DetlanviN.f d.,Ignyra t.cwv,ealaf.lM1h deJpnhbaled mNaPan pamnelMflgwn arMhklan YxSvklUplbWtlkq compmeha Is Miry of tlespf pamdual aW paperIrcogmoeoncarcamporent balNto halyofbWdkpuir, r-rotIrvinb the b for. al zappbd oflMivWuolweb mamban anN AddHlmal lempoay baciq to knure slpb Hy tluNq canlrvcibnb Me respmflblllN of the MITek' erector.Atldlbrol pe,manent,xr,dt,ofthe av R.zM1uclvebg. rensult &NofIMb zany Waft.fpBereralCHBuilcerepor6np ta"I"Inlon.qualify canlml,a from , rt Mal.median antl dach0.consult A961/Rn Ovally VA 2MI4v,DSI-89 and aC51 ay5dlne Component 14515 N.Outer Fady,6upe 4300 N feSW heT IIno IW)lundu'k pxlXW.�ih�JoAp vatavo.M.�IHcNw OW112013 byAteCZ2314. CllesteRrep.MO63017 Jab Truss Trani Qty PlyMACLEODS/JOHN BROWN 12307580(1 14-5754 T1GE COMMON TRUSS 2 1 Job Reference o Lionel RIVERSIDE TRUSS, RIPARIUS,NY 7.350 a Sep 262012 MITek Industries,Inc. Wed Oct 1512:20:032014 Pagel ID:3rrUJzlvFlh VxydV6lPyliM QBIRd67OL6z1g7QH2JLU41eEYXPUp5HOWLyTAGw Fill tsoa I ao-o9 a1.9.o 1-00 1509 1500 M 9®IB=1:58.9 04= 11 8.90 12 10 12 9 13 40 8 14 4 ] 15 3x4 i 8 :1117 34 4 50 zx4 II 2x4 II 3 19 2 YO 21 ' I 39 38 37 w 35 34 M 32 31 70 29 28 27 26 25 24 23 22 3x4 = 3089 3099 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Lid PLATES GRIP TCLL 53.9 Plates Increase 1.15 TC 0.38 Vert(LL) -0.01 21 n/r 120 MT20 197/144 (Ground Snow=70.0) Lumber Increase 1.15 BC 0.06 Vert(TL) -0.00 21 n/r 120 TCDL 10.0 Rep Stress Ina YES WE 0.36 Hom(TL) 0.00 22 n/a n/a BCLL 0.0 Code IRC2008RP12002 (Matrix) Weight:1521b FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied orb-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS T-Bract 2 X 4 SPF No.3-11-30 Fasten(2X) T and I braces to narrow edge of web with 10d(0.131"4") nails,filo o.c.,with 3m minimum end distance. Erects must Cover 90%of web length. MTek recemmends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation oulde. REACTIONS All bearings 30-0-0. (lb)- Max Hoa 39-95(LC 6) Max Uplift All uplift 10O Ib or less at joint(s)39,22,32,33,34,35,36,37,29,28, 27,26,25,24,23 except 38--114(LC 8) Max Gmv All reactions 2501b or less at jolnt(s)38,23 except 39=403(LC 12), 22=403(LC 12),30=284(LC 2),32=435(LC 13),33=410(LC 13),34=382(LC 13), 35=296(LC 2),36-292(LC 2),37=312(LC 13),29-435(LC 14),28=410(LC 14), 27=382(LC 14),26=296(LC 2),25=292(LC 2),24=312(LC 14) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 fib)or less except when shown. TOP CHORD 2-39=393/63,20-22=-393145 WEBS 1032=395/58,933=-370184,8-34=342/61,7-35=256/61,6-36=252161.5-37=270161, 12-29=395/57,13-28=-370/64,14-27=-342/61,1526=256/81,16-25=252/B1, 17-24=270/62 NOTES (15) OF NE�/Y 1)Wind:ASCE 7-05;90mph(3-second Bum);TCDL=4.OpsF BCDL=4.Opsf,h=20ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end Q� PN GAq 0 zone;canglever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed forwind loads In the plane of the truss only. For studs exposed to wind(normal to the tate),we Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. * 'k 3)TCLL:ASCE 7-05;Pg=70.0 psf(ground snow);Pf=53.9 pat(flat mof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 Q 4)Unbalanced art loads have been considered for this design. n W 5)This truss has been designed for greeter of min roof live load of 16.0 pat or 2.00 Jones Oat roof load of 53.9 pat on overhangs ^y 4 W non-concurrent with other live loads. 'L 2 6)This truss has been designed for bask load Combinations,which Include mass with reductions for multiple concurrent live loads. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 0-08009 � 8)Gable requires continuous bottom chord bearing. V 9)Truss to be fully sheathed from one face or securely braced against lateral movement(I.e.diagonal web). ROFES 510 10)Gable studs spaced at 2-0-0 tic. 11)This truss has been designed fora 10.0 psf bottom chord live load noncencerrent with any other live loads. October 15,2014 Continued on owes,2 Ailtif t- dile , Peneeen bsfAR O FSON M3A4 MROfD1/29119USER U aseas Designvalid for we any wlM Marek canrwclan.This desgn Is instead anYupon poramatan shown,and b lar an inahtiducl buldng component. ��• Apickodety d design poramn an eted proper Incoryvm albn of conaant a re onslallM of bukfng deagnan r-not that designer.Breeshown blw Meralwpporlorhd Uk webmembmwo •A4dlsondtempaMryd gtoku stamhlyduOr comwcWn is she responslblrifyaf the MiTek' ctor.AEGtbml ps nna ent bradirs,d the ov anal sbvctere b IM rnpor„4giryol tM bWdrp designer.Forgeneral gudame reganfiN tabdcatan.warty control,storoge.delay.erection and dacna.coruuit ANSVTPII Quality Cri DS111419 and NMI Retain,Component 14515 N.O ass Forty,Suite Ni Mte=PWon r�wsa,„4„rlfib d�su A�dP Int]iml><.tlwwaelrntline06JU1/agl3 b�iAL5C 22J 11. Ohentrtep.M00017 Job Truss Truss Type Ory PlyMACLEODS I JOHN BROWN 123075808 14-5754 T1GE COMMON TRUSS 2 1 Job Reference(optional) RIVERSIDE TRUSS, RIPARIUS,NY 7.350 s Sep 262012 MRek Industries,Inc. Wed Oct 1512:20:092014 Paget 10:31TUJzlvFllw Vx V6iPyIl1 W2fz7I91EgM NG aYVWsES2a Gsgnllz3oyTAGv NOTES (15) 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 It,uplift at joint(s)39,22,32,33,34,35,36,37,29,28,27,28,25,24,23 except Qt=1b)38=114. 13)"Semi-rigid pitchbreaks including heels'Member end 0xhy model was used in the analysis and design of this truss. 14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)Is always required. 15)If Southern Pine(SP)is speed,the design values are Nose effective 06/0112013 by ALSC. LOAD CASE(S) Standard A1yARH3A9•NNyMsq.Feneewl eor"a flamon WS AM mol MITE%AEFEA p r Mr.M;3 n.11"Imu Ki'lSIN. beipn void fer use or*y win Meek carvrctos."oeslgn b bored only upon paameten shove and is for an"vidval bWEkq C mponent. Apprcabr'rty or design parameters and proper Incoso.1fon of component is resoonsbdity of buidoa designer-rot truss deo nes.&o ks,shown Is for lateral support of irdNdual web members only.Addlronoi tempoo,brocing to imv stoolty dwbq conshuclbn b the responsibatty of she WOWerector.Ad itiamm Additional pe ,anent bracing d er the ovallShVct.a the ohponslbPlty of the o0dw designer.For g...I gW......soMp fobr ssfioh.malty comml.storage,dervery.erection one bract,,consuls ANSI/TFII Q..My cmeda.os3.ey and nut rvroing Cemp...of 14515 N.aWrFody.sure rano ns'f'phvrn�-d=13p11:nbbei,Is epecsf she designtalueslr,stHwwIrMKNve�01%10t3 by AM 22111. LhasteMad.MO e9a17 RUSS ORDER#14-5754/TRUSS QUOTE#12004 'REVISED 10/6/14 BROWN RESIDENCE RUEENSBURY,NY OOF TRUSSES LAYOUT PLAN fi/12 PITCH 70 PSF GROUND SNOW LOAD 14"ENERGY HEELS 12"TCOH'S RIVERSIDE TRUSS ALES AND DESIGN:J.STEELE 56-00-00 J tq y U] N V v IV (p V N m w m 117 1-0 00 F ~ F 1= F F H � � F � F F- I= 1-0 0 P1 �= i 11 T1 I 12 KPI m m i 1-0 0 21T 3 PLY OIR ER TRUSS 1-06-00 c T2 c T2 P T2 T2 3E S 16-00-00 24-00-00 16-00-00 sown of Queensbury Building & Code Enforcement CL-VH Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: i I �i-• I4 Name: —t J°�r� - Inspected on: ll, l3 � J� Location: I l _� `/ Arrive: < 1,l a.m.l p.m. Permit No.: L Inspector's Initials: TYPE OF STRUCTURE: r 1�f of -k e L Y N NIA COMMENTS: Framing �h a G a O I Attic Access 22"x 30"minimum Jack Studs 1 Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts I 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 I Holes I Bearing Walls Metal Strapping for Notches Tap Plate 1 '/1(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.Floor trusses or less on center n , Ice an field 24 inches from wall 2�- Z� �nj' �Qr✓ 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 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above 1 below grade 5.0 sf grade Design Professional Sign-off, if required Framing / Firestopping Inspection Report Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Framing 1 Firestopping Inspection Report Inspection request received: Name: �O Inspected on: t Location: /ts +e�I ti9 Arrive: a.m.I p.m. Permit No.: /(L f; (o Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses A Fs6 ft,or on center L>2c lce and water shieldPkksnches from wall w l 2 ,2,3 hour, Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation `— House side 1/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report Nvi, ii1:9t tz? -/a Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Departm 742 Bay Rd.,Queensbury, NY 128044 Inspector's Initiale ( p NAME: y b`1y1 A rn w✓� PERMIT#: /6— LOCATION: t INSPECT ON: /b �CLy TYPE OF STRUCTURE: S F D Comments Y N N/A Footings Piers Monolithic Slab �� p�✓ 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 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's hiitials J / NAME: C f7 LO V) PERMIT#: LOCATION: -r '�?, R�- INSPECT ON: TYPE OF STRUCTURE: S /., 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. m R( 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 12/18/2013 2:44:00 PM 1Y1cr�Y_4at g-i/ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: –6 roLd ✓� PERMIT#: S d LOCATION: 26 2;��— INSPECT ON: /lJ 'Lo ISI TYPE OF STRUCTURE: F DD 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 `?0L,_> 'PL!�p Footing Dowels or Keyway in place FoundationDampproofing � i C� 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. r L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM r-, I dada-� Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:* in 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initia"y—' — NAME: A Q ` A PERMIT#9. I U L GX1 LOCATION: rI P— 1 y 9 INSPECT ON: g—� %•-ty TYPE OF STRUCTURE: .S F 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 Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width the ting 6 mil poly for w areas under slab a � tubing Under Slab PVC Cast/Copper undation Insulation nterio Exterior R- Rough Grade 6 inch drop wit m 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM L,L) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pmDepart�pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials:/? NAME: l,9 !1 PERMIT#: /6—J~Ria LOCATION: l�5 t19 INSPECT ON: 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 Dampproofing Foundation Wat Footing Dr ' ayli 911r Sump Footing Drain e: 12 inch width 6 inches above footing V 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: "^T Queensbury Building&Code Enforcement Arrive: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials(/ `/ L NAME: 'TD V,�) 13 9-o LJ ' PERMIT#,Z' LOCATION: i �� l 1 INSPECT ON: 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. se on site. oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Z Foundation Dampproofmg 2 Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width —rLlr 6inches above footing 6 mil poly for wet areas under slab Backfill Approval L Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L ftllding&Codes Fors\Building&Codes\lnspection Fors\Foundation Inspection Report doc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No. (518) 761-8256 Date Inspection requ re Queensbury Building &Code Enforcement Aa Z"!� a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: l� NO.: Q-6R(D LOCATION: I`7 I Ln IN ECT ON: :7 —7 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 501+/- Y_N_N/A 150'to well required If NO Absorption Field: Total length ft. Length of each trench ft. \� Depth of trenches ft. Size of Stone U Seepage Pits: Number T{k►S� Size: x Stone Size: Piping Size T 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 Manholes 12"or less below grade _Y_N [provide extension collar if Yes Y N Location Separations Foundation to tank ft. D 1j� TO �F11� �E \� 1 IRtJ Foundationtoabso tion ft. ��,� Separation of Pits ft ''�7 T \t— 2E t�EC Conforms as per Plot Plan Engineer Report and As-Built _Y_ N ETU Maintenance Contract Y_ N provided Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear em Use S Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Fors\Inspection Fonns\Septic Inspection Report_Q3 29 10.doc MD1) 61QA /-3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectiofs: Queensbury Building&Code Enforcement Arrive: ° Depart: am/ m 742 Bay Rd., Queensbury,NY 12804 Inspector's IniNAME: �()�l1 A ar-ow n /0 -5 (c-7 LOCATION: 419 INSPECT ON: TYPE OF STRUCTURE: Jpt�ru ► kru� - Iments 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. o� Foundation/Wallpour G� 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 12/18/2013 2:44:00 PM RX Date/Time 1012112013 09:18 P.002 Oct. 21_ 2013 9: 15ANHome Funding Finders No. 6175P. 2/6 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. V4,t� d that the electrical wiring to the electrical equipment listed below has been examined and is approved as J being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: John Brown Date: 10111/2013 Occupant: Same Location:175 Route 149 Occupancy:Services Queensbury,Warren Co. NY Applicant: Brown Brother's Elec. Inc. .,-.,,. ;r,;.,;_r,,,,,-a<,,,. 22 Hall Road z y Queensbury, NY 12804 M1e U. b � h Joseph A.HDlmes No. . j � a FF L Y -. .. ... Equipment: , 200 Amp Service Equipment;2 4/01imp`$ervlce CohdMdrs y , A, ` v c t ' dd This certificate applies to the electrical wiring to the electrical equipment listed iritmediately null and void. This certificate applies only to are use,occupancy and above end the installation inspected as of the above noted date based on a visual ownership as indicated herein. upon a change in the use,occupancy or Ownership InapecttOn. No warranty,is expressed or implied as m the mechanical eatery.esi. of the property indicated above,this certificate shall be immediately null and vold- ciency or fitness of the equipment for arty particular purpose. This cenificele shall In the event that this canificale becomes invalid based upon the above conditions, be valid for a period of one year from the above noted dale. Should the electrical this certificate may be revalidated upon rainapeelion by Middle Department system Id which this certificate applies,be altered in any way.Including but not limit- Inspection Agency,Inc. An application lot Inspection must be submlaad to MIMO ed lo,the Inlrotluelion of atltlilional elaclricel equipment and/or the raplecemen(of Department Inspection Agency, Inc. to Inlllate the Inspection end revalidation any of the Components Idslalletl az of the above noted tlale,IhiS cer(ilitale shell be process. A lee will be charged for Ihig service. b - 5ISO f1C1 ? 1 'LU13