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documents l Office Use Only y ADDITION/ALTERATION PERMIT Permit#: �. • �(Q�5- 20?� „ APPLICATION Permit Fee: $ ZFJ� ^ 'T Town of Qgeensbuty 742 Bay Road,Queensbury,NY 12804 Invoice#: � P:518-761-8296 www.gueensbury.net Project Location: 16 Harris Street/Queensbury Tax Map ID #: 309.6-1-60 Subdivision Name: CONTACT INFORMATION: r' (0" • Applicant: FRD"Name(s): Tony CT 2 8 2020 - Mailing Address, C/S/Z: 16 Harris Street/Queensbury/New York/ 12804 � Cell Phone:�_)518 441 9536 Land Line: T iN OF Email:-amvallone32@aol.com Primary Owner(s): Name(s): same as Applicant Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by homeowner only • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Jeramie Murphy Contractor Trade: General Contractor Mailing Address, C/S/Z: 18 Woodlawn Ave/South Glens Falls/New York/ 12803 Cell Phone: ( ) (518)796-2741 Land Line: � ) Email:-co9murphy@gmail.com "List all additional contractors on the back of this form • Arch itect(s)/Engi nee r(s): Business Name: Creation Studios 9 Contact Name(s): David Hutchinson Mailing Address, C/S/Z: 98 Green barn Road/Hudson Falls/New York/ 12839 Cell Phone: ()518 683 4608 Land Line: Email:creationstudios9@yahoo.com Contact Person for Building & Code Compliance:David Hutchinson Cell Phone: �_)518 683 4608 Land Line: �) Email:creationstudios9@yahoo.com Addition/Alteration Application Revised February 2019 • PROJECT INFORMATION: V TYPE: Commercial X Residential WORK CLASS: X Single-Family _Two-Family _ Multi-Family (#of units ) Townhouse Business Office Retail Industrial/Warehouse _Garage (#of cars ) _Other (describe ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 482 1st floor: 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement (habitable space): Basement (habitable space): Total square feet: 482 Total square feet: ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $55,000 2. If Commercial project, what is the proposed use: 3. Source of Heat (circle one): Gas Oil Propane Solar Other ue urn Fireplaces need a separate Fing Appliances & Chimney Application 4. Are there any structures not shown on the plot plan? YES 1�0 Explain: 5. Are there any easements on the property? YES NO 6. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? 0.23 Acres b. Is this a corner lot? YES NO c. Will the grade be changed as a resul of the construction? YES NO d. What is the water source? PUBLIC PRIVATE WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Private Septic Addition/Alteration Application Revised February 2019 DECLARATION: R _ 1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period, 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Dav' utchinson SIGNATURE: / DATE: 1 0/20/20 t� Addition/Alteration Application Revised February 2019 Office Use Only SEPTIC DISPOSAL PERMIT APPLICATION Permit#: o 6 1�-5 - 24� �2_;z�_ PermitFee:,$ Invoice#:_Z�16 2_ �a_m Septic Variance? Yes No Town of0yccnsbuz), 742 Bay Road,QueensburV,NY 12804 P:518-761-8256 www.gueensbury.net Tax Map ID#: 309.6-1-60 NOV 19 2020 Project Location: 16 Harris Street/Queensbury J y(J-\T\J1.1 UF L—f 0 Applicant: Name(s): David Hutchinson Mailing Add.ress, C/S/Z: 98 Green Barn Road/Hudson Falls/New York/1 2839 Cell Phone:_(518 )683-4608 Land Line: Email:creationstudios9@yahoo.com • Primary Owner(s): Name(s): Tony EAu-9ne­'qAJ6= Mailing Address, C/S/Z: 16 Harris Street/Queensbury/New York/12804 Cell Phone:_(518 ).4419536 Land Line: Email:amvallone32@aol.com ❑ Check if all work will be performed by homeowner only • Contractor: Workers' Comp documentation must be submitted with this application Contact Name(s): Murlin ILLC.J-Squared Contracting Contractor Trade: General Construction Mailing Address, C/S/Z: 18 Woodlawn Ave Cell Phone:_(518 )7967477 Land Line: Email:co9murphy@gmail.com • Engineer(s): Name(s): Ethan P. Hall Rucinski Hall Architecture Mailing Address, C/S/Z: 134 Dix AVe/Glens Falls/New York/12801- Cell Phone: Land Line: _(518 )741 0268 Email:ephall@nycap.rr.com Contact Person for Building & Code Compliance: kPlil\ k C Cell Phone: — Land Line: Email: Spnfir Anfifiration Revised February 2019 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day, bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (circle one) X 1981-1991 130 Spa or Hot Tub Yes No Installed? (circle one) X 1992-Present 1 110 3 110 330 PARCEL INFORMATION: Topography Flat offing Steep Slope %Slope Soil Nature _Sand _Loam _Clay _Other(explain: ) Groundwater At what depth? Bedrock/Impervious material At What depth? Domestic Water Supply —Municipal _Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate: 1-5 per minute per inch(test to be;completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1000 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System rje Absorption field With#2 stone. -Total length 160. ft.; Each Trench 40 fE. Seepage Pit with#3_stone How many:,______;Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES: 1. Alarm system and associated electrical work must be'inspected by a Town,approved electrical inspection agency; 2. We will no longer allow systems to be covered until such time.as an as-built plan is received and approved.The installed system must match the septic layout on file—no exceptions. 3.As-built drawings must be submitted prior to the inspection, if there has been a change to the.submitted plans. Declaration: Any permit or approval granted which is based.upon or is.granted in.reliance upon any material representation 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 and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: David Hutchinson DATE: 11/18/20 SIGNATURE: / DATE:- 11/1$120 Septic Application Revised,February 2019 O FILE COPY THERMWm Heavy Duty Insulation 1.PRODUCT NAME as governed by building codes.The tough Physical Properties THERMA,V Heavy Duty Insulation 4 mil white embossed aluminum surface THERMAX"Heavy Duty exhibits the typical of THERMAX'Heavy Duty makes it a properties and characteristics indicated in 2.MANUFACTURER durable insulation/finish choice for use in Table 2 when tested as represented. The Dow Chemical Company moderate-impact areas,and it can be Dow Building Solutions pressure-washed up to 2,000 psi with Environmental Data 200 Larkin Midland,MI 48674 a 15=degree or greater spray tip(at 3' THERMAX"Heavy Duty is manufactured 1866-583-BLUE(2583) minimum distance).Maximum length is with a zero ozone depleting potential. Fax 1-989-8321465 30 ft.(9.1 m)and a maximum thidc mess of The use of THERMAX"Heavy Duty 3 inches(76.2 min). helps reduce the carbon footprint of wwwthermaxwallsystem com commercial buildings. 3.PRODUCT DESCRIPTION 4.TECHNICAL DATAApplicable Standards Fire Protection THERMA)r Heavy Duty Insulation consists THERMAX'Heavy Duty meets ASTM THERL AX Products should be used only in of a glass-fiber-reinforced polyisocyanurate C1289—Standard Specification for strict accordance with product application foam core faced with nominal 4 mil Faced Rigid Cellular Polyisocyanurate instructions.THE JAAX"Products,when embossed white thermoset-coated Thermal Insulation Board,Type I,Class 2. used in a building containing combustible aluminum on one side and 1.25 mil Applicable standards include: materials,may contribute to the spread of embossed aluminum on the other.It can be • C203—Standard Test Methods for fire.For more information,consult MSDS installed exposed to the interior without a Breaking Load and Flexural Properties andlor call Dow at 1-866-583-BLUE(2583).In thermal barrier. of Block Type Thermal Insulation an emergency,call 1989-636-4400. THERMAX"Heavy Duty offers high,long- • C209—Standard Test Methods forCellulosic Fiber Insulating Board Code Compliances term R value.The facers helpprevent THERMAr"Heavy Duty complies with the p C518—Standard Test Method for Steady- g water and water vapor intrusion into followin codes: State Thermal Transmission Properties by • the insulation foam,and allow the foam 2009 International Residential Code to stabilize at a hi Means of the Heat Flow Meter Apparatus her R value.Used (IRC)Section 316 g • D1621—Standard Test Method for in conjunction with the appropriate •2009 International Building Code(IBC) Compressive Properties of Rigid joint closure system for the application, Comp S d sit Cellular Plastics THERMAX"Heavy Duty Insulation with •ICC-ES ES - • D2126—Standard Test Method for its low perm rating helps to reduce 4880—Wall-Ceiling Construction moisture condensation within and Response n Rigid Cellular Plastics to Metal-Faced—Class 1 Fire Rated to Max. Thermal and Humid Aging 30'Exposure h 4.25"Thick,4'Vride. behind the insulation. xP • E96—Standard Test Method for Water When Installed as Described in the Basic Use Vapor—Standard Transmission t Materials Current Edition of FMRC Approval Guide • D1623—Standard Test Method for THERMAX"Heavy Duty is designed as an •THERMAL'products are covered insulation and interior finish system for Tensile and Tensile Adhesion Properties under Underwriters Laboratories Inc walls and ceilings in metal,wood post of Rigid Cellular Plastics (UL)file R5622 frame,and concrete or masonry buildings, •UL U56—Fire Test of Roof Deck Constructions,Roof Deck Construction TABLE 1:Sizes,R-ValuesAnd EdgeTreatments ForTHERMAKHeavy Duty Insulation No.120 and No.123 •UL 723(ASTM E84)Surface Burning Characteristics of Building Materials •The following designs are 1,2,3 or 4 .5 3.3 4 x 8M x 12 I Square Edge hour wall rated assemblies as listed in .75 5.0 4 x 8/4 x 12 Square Edge the UL Fire Resistance Directory:U026. U326,U330,U354,U355,U424,U425, 1.0 6.5 4 x 8/4 x 12 Square Edge U460,U902,U904,U905,U906,U907, 1.5 9.8 4 x 8/4 X 12 Square Edge,Shiplap V454,V482,V499 2.0 13.0 4x8/4x12 Square Ed e,Shi la rnContactyour Dow sellerfor information at different R values and othersaes and teadtime requirements.tlotall product sizes are avalable in all regions. C0R-value means resistance to heat flow.The higher the R-value the greaterthe insulating power.Stabilized R-value @757 mean temperature determined in accordance with ASTM C518,R-values expressed in ft2eh•"F/BftL iPRODUCTIN'FORM'ATION I United States/Canada I COMMERCIAL •Fire Performance Evaluation of TABLE 2:_Physical Properties ofTHERMAXTu Heavy Duty Insulation an Exterior Masonry Wall System Incorporating THERMAXr"Insulation Tested in Accordance With NFPA 285, Compressive Strength(1),ASTM D1621,psi,min. I 25 2006 Edition(UBC 26.9,intermediate Flexural Strength,ASTM C203,psi,min. 55 scale—multistory testing) •FMVSS No.302—Flammability of Water Absorption,ASTM C209,%by volume,max 0.1 Interior Materials—Passenger Cars, Water Vapor Permeance,ASTM E96,perm,max. <0.03 Multipurpose Passenger Vehicles, Maximum Use Temperature,°F 250 7 ucics and Buses(Docket No.3-3; Notice 4) Light-Reflectance,Visual Light Spectrophotometer,% 65 m Vertical compressive strength is measured at 10 percent deformation oratyield,whicheveroccurs first Contact your Dow sales representative.or local authorities for state and local building code requirements and related acceptances. S.INSTALLATION 6.AVAILABILITY 9.TECHNICAL SERVICES Boards of THERMAX"Heavy Duty are THERMAIC'Heavy Duty insulation is Dow can provide technical information lightweight and can be sawed or cut with manufactured in several locations and is. to help address questions when using a kilife.They install quicldy to walls and distributed through an extensive network THERMAr Heavy Duty.Technical personnel ceilings—inside and outside of purlins, For more information,call 1-800 232-2436. are available to assist with any insulation trusses or bar joints.Butt joints must be project Call 1-866683-BLUE(2583). installed over st r ictural members.The 7.WARRANTY surface of the insulation at all joints must Fifteen year limited thermal warranty 10:FILING SYSTEMS be continuously sealed with tape or with is available.Contact your Dow www.DowMetalBuflding.com one of Dow's joint closure systems. representative for details. www.dowbuildingsolutions.com Contact a local Dow representative or 8.MAINTENANCE access the literature library at www. Not applicable. dowbuildingsolutions.com for more specific instructions. © o 0 In the U.S. In Canada ForTechnical Information: dowbuildingsolutions.com The Dow Chemical Company Dcw Chemical Canada ULC 1=866-583-BLUE(2583)(F1lglish) Dow Building Solutions Dow Building Solutions 1-800-363-6210(French) 206 Larkin Center 450—1 Suite 2100 st St SW ForSales Information: Midland,MI 48674 1-800-232-2436(English)Calgary,ABT2P 5H1 1-800-565-1255(French) NOIICENofnxdomhommrypetrtormed by0ow«oUersislobe(nlmedaemaevman�'iwud.pprs�lalnwsmay6thrbomaotoaliartoanolhvaedraeP Wa4ednlioaCmbmverlaradam6u,soirtfivp,adaetmdNeiaor maton inufa aoam,rntme.pmoprisler«aoramehuseoMr«enmirgnwantaaera�alytnm.wdapos Jvoq�s«eMianpLmwanwa6caehlia.neoWa'pmenweaaummentsnmpod,udga.,nvsan.bacmeyrmf bet«a!o - and/«aatabkNaltyvgnphieswheeDoviarep,cuited.l6adeim melemgrotMebesnypoxdfaroe'n.11wimbiesorrepraeseowasamnmob6yatian«46Tdyf«Mefntonmtlon(ntbkdoe,mrent.ib:kmrcato'Dw/«Ibe�Caapury'metf ThaUanCroavoeiCanpvryandaarnodddedwbsidaiesurlarsaU,amsoopesljtmtedNOWAF&ANMAREGNEN;ALLIMPMWARR NMOFMMCHANUMMORFMiMSMRAFARUCUMPURPOSEAR£EXPFSSW 7rewi rAUf10N:ThkpmauUismmbrstbiaandakalmhrba,cedcspeaTrlb�Uebaibv3dhgrna�wih,e�edloRarvatpreaA dntifiwtianuMloamusedosufidtelhumdbatr'v.F«m«einfam�e,mmuaK505.m®Oawdi•BG65a3.8111E1?Sa3jar eonbxgorvrv�IiuMog fispedaclnenemeNercl,tu01.8a9-63E4400. - WARNING:Rtptdkunlnzuiettmdoeamtmmlflvla onorttnpomnmNeua4ceacQ�nWyas�NOptohcffan product Bolfmp�,d/«mm4ucUonP�autudeledW bv7dmg�aalerh(smotd ptoStpaReetroo46aeeWllr_pole�elf«mddfarrtral'onNomdaWsoppBaialudo90awang'neossunncend mddWrotdodeyFury, - . rpeefieaptea� . Printed inthe USA' O°'TmdemmkoflheDowChw&WConq=7(`Dw#loranaifgatedew"gofDow Form ftl7l3-04018-0715COP �_" FORTE JOB SUMMARY REPORT Harris Le ell Member Name Results Current Solution Comments J Floor:Joist Passed 1 piece(s)2 x 10 Southern Pine No. 1 @ 16"OC Floor:Drop Beam Passed 3 piece(s)2 x 12 Southern Pine No. 1 Floor:Flush Beam Passed 3 piece(s)2 x 12 Southern Pine No.1 'FILE GOP LLP l L�' D OCT 2 8 2020 TOWN OF QUEENSBURY BUILDING&t CaDES ForteWEB Software operator .Job Notes 10/27/2020 1:56:53 AM UTC David Hutchinson Cs9 ForteWEB 0.0 (518)683-4608 File Name: Harris creationstudios9@yahoo.com Weyerhaeuser Page 1/4 G"IFORTE MEMBER REPORT PASSE® Level 1,Floor:Joist 1 piece(s)2 x 10 Southern Pine No. i @ 16"OC Overall Length:'12'3" 0 : 11 4" a a All locations are measured from the outside face of left support(or left cantilever end),All dimensions are horizontal. Design Results Actual @ Location Allowed. Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 416 @ 4 1/2" 3390(4.00") Passed(12%) -- 1,0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 339 @ 1'2 3/4" 1619 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:ResidentialBuilding Code:IBC 2015 Moment(Ft-Ibs) 1146 @ 6'1 1/2" 2152 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso Live Load Defl.(in) 0.133 @ 6'1 1/2" 0.287 Passed(L/999+) 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.172 @ 6'1 1/2" 0.575 Passed(L/801) 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A N/A N/A • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage, •Applicable calculations are based on NDs. •No composite action between deck and joist was considered In analysis. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead FI6orLive Total Accessories 1-Beam-SYP 5.50" 4,00" 1.50" 98 327 425 1 1/2"Rim Board 2-Plate on concrete-SYP 5.50" 4.00" 1.50" 98 327 425 1 1/2"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 11'3"o/c Bottom Edge(Lu) 12'o/c .Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 12'3" 16" 12.0 40.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by[CC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 10/27/2020 1:56:53 AM UTC David Hutchinson cs9 ForteWEB v3.0,Engine:V8.1.4.2, Data:V8.0.0.0 (518)683-4608 ; creationstudios9@yahoo.com Weyerhaeuser File Name: Harris Page 2/4 MEMBER REPORT PASSED Level 1,Floor: Drop Beam 3 piece(s)2 x 12 Southern Pine No.1 ti Overall Length:20'8' .. i i i + G 0 r 8'7 314" 8'7 3/4" 2' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6839 @ 9'4" 13984(5.50") Passed(49%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(Ibs) 2724 @ 10'6" 5906 Passed(46%) 1.00 1.0 D+1.0 L(Adj Spans) Building use:Residential Building Code:IBC 2015 Moment(Ft-Ibs) -6188 @ 9'4" 7910 Passed(78%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:Aso Live Load Defl.(in) 0.076 @ 4'7 1/2" 0.300 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0,041 @ 20'8" 0.223 1 Passed(2L/999+) 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(2L/360)and TL(2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •-294 Its uplift at support located at 4".Strapping or other restraint may be required. •Applicable calculations are based on Nos. Bearing Length Loads to Supports(Ibs) Supports Total' Available Required Dead Floor Live Total Accessories 1-Pocket in masonry-concrete 5.50" 5.50" 1.50" 48 2571/-343 23g3/ None 2-Column-SYP 5.50" 5.50" 2.69" 140 6699 6839 Blocking 3-Column-SYP 1 5.50" 5.50" 1.56" 1 77 3878 3955 1 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 19'11"o/c Bottom Edge(Lu) 14'3"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live. Vertical Loads, 'Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 20'B" N/A 12.8 1-Uniform(PLF) 0 to 20'8"(Top) N/A - 296.0 Default Load 2-Uniform(PLF) 0 to 20'8"(Top) N/A 296.0 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/wbodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 10/27/2020 1:56:53 AM UTC David Hutchinson CS9 ForteWEB v3.0,Engine:V8.1.4.2,Data:V8.0.0.0 (518)683-4608 creationstudlos9@yahoo,com Weyerhaeuser File Name: Harris Page 3/4 MEMBER REPOT PASSED Level 1,Floor: Flush Beam 3 piece(s)2 x 12 Southern Pine No. 1 Overall Length:20'5 1/2" 0 0 r. : r . 8' ,,4„ 8'7 3/1' 2' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location. Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6839 @ 9'1 1/2" 13984(5.50") Passed(49%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Flush Beam Shear(Ibs) 2724 @ SO'3 1/2" 5906 Passed(46%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:ResidentialBuilding Code:IBC 2015 Moment(Ft-Ibs) -6188 @ 9'1 1/2" 7910 Passed(78%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:Aso Live Load Defl.(in) 0.076 @ 4'5" 0.225 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.041 @ 20'5 1/2" 0.223 Passed(2L/999+) 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Overhang deflection criteria:ILL(2L/480)and TL(2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •-297 Ibs uplift at support located at 1 1/2".Strapping or other restraint may be required. •Applicable calculations are based on Nos. Bearing Length Loads to Supports.(lbs) Supports Total Available Required Dead Floor Live Total Accessories 1-Pocket in masonry-concrete 3.00" 3.00" 1.50" 46 2448/-343 2 94 None 2-Column-SYP 5.50" 5.50" 2.69" 140 6699 6839 None 3-Column-SYP 5.50" 5.50" 1.56" 77 3878 3955 1 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments. Top Edge(Lu) 19'11"o/c Bottom Edge(Lu) 14'3"o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 20'5 1/2" N/A 12.8 1-Uniform(PLF) 0 to 20'5 1/2"(Front) N/A - 296.0 Default Load 2-Uniform(PLF) 0 to 20'5 1/2"(Back) N/A 296.0 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator .Job Notes 10/27/2020 1:56:53 AM UTC David Hutchinson C59 ForteWEB v3.0, Engine:V8.1.4.2,Data:V8.0.0.0 (518)683-4608 creationstudios9@yahoo.com Weyerhaeuser File Name: Harris Page 4/4 e Generated by REScheck-Web Software Compliance Certificate Project Harris Street Energy Code: 2018IECC REVIEWED FOR Location: Glens Falls, New York ENERGY CODE COMPLIANCE Construction Type: Single-family Project Type: Addition oo Climate Zone: 6 (7635 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 16 Harris Street Anthony Farrone David Hutchinson Queensbury,NY 12804 16 Harris Street Creation Studios 9 Queensbury, NY 12804 98 Green Barn Road 5184419536 Hudson Falls, NY 12839 creationstudios9@yahoo.com Compliance: Passes using UA trade-off Compliance: 3.4%Better Than Code Maximum UA: 87 Your UA: 84 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 449 38.0 0.0 0.030 13 Wall 1:Wood Frame, 16"D.C. 512 21.0 3.5 0.046 17 Door 1:Glass 43 0.290 12 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 100 0.310 31 Floor 1:All-Wood joist/Truss:Over Outside Air 449 30.0 10.0 0,024 11 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 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory rggttire ents.listed in the REScheck Inspection Checklist. David Hutchinson ' 7 11/4/2020 Name-Title Signature Date ;t p.E D AR ON 0 . 9j` t96'L F: F -1,� � NEB Project Title: Harris Street Report date: 11/04/20 Data filename: Page 1 of 9 REScheck. Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 38.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and (❑Complies ;Requirement will be met. 103.2 !documentation demonstrate i❑Does Not [PRI]i I energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ,❑Not Applicable !construction documents. Z 103.1, Construction drawings and [--]complies 103.2, ;documentation demonstrate ❑Does Not 403.7 !energy code compliance for i [PR311 ;lighting and mechanical systems. ❑Not Observable ; ;Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. $ 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 !sized per ACCA Manual S based ; Btu/hr Btu/hr ❑Does Not [PR2]2 !on loads calculated per ACCA !Manual or other methods 1 Cooling: Cooling: ;❑Not Observable 1 Btu/hr Btu/hr I❑Not Applicable approved by the code official. ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harris Street Report date: 11/04/20 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions � &Req.ID 303.2.1 iA protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 ;protect exposed exterior insulation UDoes Not and extends a minimum of 6 in.below ❑Not Observable j grade. 1❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not 'P ; ;❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) - 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harris Street Report date: 11/04/20 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). E❑Does Not ;table for values. 402.3.3, 1 402.5 ;❑Not Observable [FR2]1 EINot Applicable 303.1.3 ;U-factors of fenestration products ;❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance 101)oes Not :with the NFRC test procedure or ❑ I taken from the default table. iNot Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier )❑Complies :Requirement will be met, [FR23]1 !installed per manufacturer's J❑Does Not instructions. ! I ! ' j❑Not Observable 1 J❑Not Applicable 402.4.3 ;Fenestration that is not site built ,❑Complies I Requirement will be met. [FR20]1 !is listed and labeled as meeting ;❑Does Not )AAMA/WDMA/CSA 101/I.S.2/A440 [_]Not Observable ! ;or has infiltration rates per NFRC 400 that do not exceed code ;[]Not Applicable !limits. i 402.4.5 ;IC-rated recessed lighting fixtures ;❑Complies ;Requirement will be met. [FR16]2 !sealed at housing/interior finish j❑Does Not )and labeled to indicate:52.0 cfm I j leakage at 75 Pa. ;❑Not Observable 1❑Not Applicable 403.3.1 ;Supply and return ducts in attics l ;❑Complies [FR12]1 ;insulated>= R-8 where duct is ! I❑Does Not 1>=3 inches in diameter and>_ ;R-6.where<3 inches.Supply and ❑Not Observable return ducts in other portions of )❑Not Applicable the building insulated>=R-6 for j :diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.2 !,Ducts,air handlers and filter ;❑Complies [FR13]1 :boxes are sealed with j❑Does Not ! !joints/seams compliant with ! j ❑Not Observable ' 'International Mechanical Code or International Residential Code, as i❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as i❑Complies [FR15]3 ducts or plenums. 1❑Does Not a� 1❑Not Observable 1❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 ;above 105°F or chilled fluids ! ; ;❑Does Not )below 55 9F are insulated to>_R- ! ! 1 ,�, 13 !❑Not Observable E❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 ;piping. #❑Does Not J ,❑Not Observable ! j❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- j R- ;❑Complies [FR18]2 !.R-3. ; :❑Does Not ; ' ? ;❑Not Observable !❑Not Applicable ' 403.6 ;Automatic or gravity dampers are ;❑Complies ;Requirement will be met. [FR19]2 ;installed on all outdoor air )❑Does Not intakes and exhausts. ;[-]Not Observable I '❑Not Applicable ' 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harris Street Report date: 11/04/20 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High impact(Tier 1T77MMedium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harris Street Report date: 11/04/20 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All installed insulation is labeled PComplies Requirement will be met. [IN1312 ;or the installed R-values []Does Not i provide . ,cJ i d ❑Not Observable ; i I❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ❑ ❑Wood Wood ❑Does Not ;table for values. [IN111 1 ' ❑ Steel ❑ Steel ;❑Not Observable ; I ' 1 I❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, I mass wall with at least 1/2 of the I Wood ❑ Wood :❑Does Not ;table for values. 402.2.6 !wall insulation on the wall ❑ Mass I❑ Mass ❑Not Observable [IN3)1 !,exterior,the exterior insulation V ;requirement applies(FR10). ;0 Steel ❑ Steel ❑Not Applicable I I I 303.2 ;Wall insulation is installed per ;❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. �0Does Not ?❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 iMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harris Street Report date: 11/04/20 Data filename: Page 6 of 9 Section I Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' ; ; ; ONot Applicable 303.1.1.1,;Ceiling insulation installed per ;❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. j❑Does Not j [FI2]1 Blown insulation marked every f W. j❑Not Observable , 300 ft' �❑Not Applicable 402.2.3 ;Vented attics with air permeable ;❑Complies ;Requirement will be met. [FI22]2 !insulation include baffle adjacent ;❑Does Not :to soffit and eave vents that ❑Not Observable ;extends over insulation. 4❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ❑Complies (Requirement will be met. [FI3]1 !insulation?:R-value of the I !❑Does Not adjacent assembly. ;Location on plans/spec: ❑Not Observable ;Scissors Trusses. No attic. ❑Not Applicable 402.4.1.2 :Blower door test @ 50 Pa. <=5 ACH 50= ; ACH 50= ;❑Complies ;,Requirement will be met. [FI17]1 1ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable , ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 !determine air leakage with ft2 ft2 ❑Does Not :either: Rough-in test:Total ; ❑Not Observable leakage measured with a ' pressure differential of 0.1 inch ; ❑Not Applicable Iw.g.across the system including I I ! ! :the manufacturer's air handler ;enclosure if installed at time of ;test.Postconstruction test:Total ; !leakage measured with a ,pressure differential of 0.1 inch Iw.g. across the entire system !including the manufacturer's air ! handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]1 .cfm/100 ft2 across the system or f:2 ! ft2 :❑Does Not <=3 cfm/100 ft2 without air I ! !handier @ 25 Pa.For rough-in ;❑Not Observable ;tests,verification may need to :❑Not Applicable occur during Framing Inspection. ! I ! 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 !by manufacturer at<=2%of F❑Does Not :design airflow. ! ,❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [Fl9]2 installed for control of primary UDoes Not heating and cooling systems and ❑Not Observable initially set by manufacturer to j❑Not Applicable ;code specifications. ! 403.1.2 ;,Heat pump thermostat installed ElComplies j [FI10]2 !on heat pumps. y❑Does Not ((( �❑Not Observable j {❑Not Applicable 403.5.1 (Circulating service hot water ;❑Complies [FI11]2 Ssystems have automatic or i❑Does Not accessible manual controls. _-]Not Observable j❑Not Applicable ! 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harris Street Report date: 11/04/20 Data filename: Page 7 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system` ❑Complies [FI25]2 Mans not part of tested and listed !❑Does Not HVAC.equipment meet efficacy land air flow limits per Table S❑Not Observable !R403.6.1. �❑Not Applicable 403.2 ;Hot water boilers supplying heat i❑Complies [FI26]2 (through one-or two-pipe heating ❑Does Not !systems have outdoor setback >❑Not Observable 'control to lower boiler water (temperature based on outdoor UNot Applicable temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies [F[28]2 !have a circulation pump.The ❑Does Not isystem return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are !not present.Controls for circulating hot water system I pumps start the pump with signal I !for hot water demand within the ! occupancy.Controls automatically turn off the pump ; !when water is in circulation loop ! is at set-point temperature and i { no demand for hot water exists. ! ; 403.5.1.2 Electric heat trace systems 3❑Complies ; [FI29]2 :comply with IEEE 515.1 or UL !❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the 1❑Not Applicable I desired water temperature in the piping. 403.5.2 ;Demand recirculation water ❑Complies [F[30]2 !systems have controls that �❑Does Not I manage operation of the pump and limit the temperature of the !❑Not Observable water entering the cold water ; ;❑Not Applicable !piping to<= 104°F. 403.5.4 ;Drain water heat recovery units ❑Complies [FI31]2 'tested in accordance with CSA f❑Does Not I B55.1. Potable water-side ! pressure loss of drain water heat ;❑Not Observable I recovery units< 3 psi for !❑Not Applicable !individual units connected to one i ; or two showers. Potable water- ! !side pressure loss of drain water i ;heat recovery units<2 psi for I ; ;individual units connected to ;three or more showers. 404.1 ;90%or more of permanent i ;❑Complies [FI6]1 ;fixtures have high efficacy lamps. ❑Does Not I i❑Not Observable i 3❑Not Applicable ! 404.1.1 Fuel gas lighting systems have I❑Complies ; [FI23]3 no continuous pilot light. i ❑Does Not ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. i❑Complies ;Requirement will be met. [FI7]2 ; i❑Does Not ❑Not Observable ! ! J❑Not Applicable 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Harris Street Report date: 11/04/20 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 Manufacturer manuals for #DComplies [FI18)3 mechanical and water heating J❑Does Not jsystems have been provided. ❑Not Observable { . IE]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Harris Street Report date: 11/04/20 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 24.50 Below-Grade Wall 0.00 Floor 40.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): - Glass&Door Rating LI-Factor SHGC Window 0.31 Door 0.29 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments