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RC-0671-2021 ~ Office Use Only PRINCIPLE STRUCTURE Permit#: ow PERMIT APPLICATION �. ��'� Permit Fee:$ �'��• I Town of Queensbury G� l '� 742 Bay Road,Queensbury, NY 12804 *Rec Fee:$ l�0 P: 618-761-8256 www.queensburynet Invoice#: 42.ak' Flood Zone? Y N Reviewed By: Vroject Location: 5 51 b. 4-N Tax Map #: Subdi ' 'on Name: -RECREATION FEE$1000.00 for new dwelling units:single family,duplexes/two famil , multi lefamily, apartments,condominiums, townhouses,cr NYS Building Standards &Codes-a; ovedamarsufr�c u ed home. This is in addition to the permit fee(s). D E C E 0 W E PROJECT INFORMATION: SEP 0 8 2021 Residential ❑ Commercial, Proposed Use: TOWN OF OUEENSBURY BUILDING&CODES [Single-Family: ❑Two-Family ❑ Multi-Family(#of units: ) 1. ( custom 2. ❑Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) ❑Townhouse ❑ Garage (#of cars ) ❑ Business Office ❑ Retail ❑ Hotel/Motel ❑ Industrial ❑ Heated Warehouse/Storage Building ❑ Unheated Warehouse/Storage Building ❑Amusement Ride ❑ Other(describe: ) MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1s'rfloor: ,5W, In floor: 2nd floor: 2nd floor: r 3`d floor: / Total square feet: 5��b Basement(habitable space): Total square feet: 15� Principle structure Packet Revised March 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$,3&5_100C�l 2. Proposed use of the building: fV m; iy - 3. If Commercial or industrial, indicate the name of the business: 4. Source of Heat: ❑Gas ❑Oil Propane ❑Solar ❑ Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one per appliance) S. Are there any structures not shown on the plot plan? ❑YES [V NO Explain, if yes: 6. Are there any easements on the property?❑YES @ NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? 5L.75' ACJ& b. Is this a corner lot? ❑YES [,NO c.Will the grade be changed as a result of the construction? ❑YES Y[NO d.What is the water source? M PUBLIC ❑ PRIVATE ❑WELL e. What type of wastewater system is on the parcel? []SEWER [A PRIVATE SEPTIC DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. 1 certify that the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 localzoning 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 NYSlicensed 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: �� SIGNAURE: DATE: 8Ia5Ia( Principle Structure Packet Revised March 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Names): C3 C)vyk �ly� t LLL Mailing Address, C/S/Z: q ( j2toeke- " Qby AY ?31W ( Cell Phone: Land line: 5i8•- 'ibi- V7i3 Email: OcJe- eL LQc%f corms • Primary Owner(s): Name(s): rA%Aw- Ralcc,\--• Mailing Address, C/S/Z: 38-T 06 J r.Y 4 ate`/ Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Aoxto-,Lk Contractor Trade: C�,,AdLk Mailing Address, C/S/Z: LI l 2u06'e- 12A 06�/ A-t Cell Phone: Land Line: .515 4/6) Email: dove.o` GOC-T-j- Co.,, **Workers' Comp documentation must be submitted with this application** • Architect(sUEngineer(s): Business Name: 14vj W,,A-S ►'tSiliLUyci Contact Name(s): TOM C-Q- i6k' Mailing Address, C/S/Z: 169 AtV j►aye( -ed aL-,y 6,1y- I xb`! Cell Phone: Land Line: 616 796- DL a i 5 Email: Tc¢,n,ia 36 C, t/a1ver,. Cc:-A, Contact Person for Compliance in regards to this project: L-)Ooid Me)nScvy Cell Phone: Land Line: Email: e(c""C OL GCDcLF c--avv\ Principle Structure Packet Revised March 2021 Office Use Only Permit#: -0 to`H ZO 21 Town ofQgccnsbury Permit Fee: 742 Bay Road,Queensbury,NY 12804 P:51S-761-8256 www.aueensbury.net Invoice#: Flood Zone? Y N Reviewed By: SEPTIC DISPOSAL PERMIT APPLICATION Project Location: .3S5- 6i!�, 8vo(n- Y,4 Tax Map#: 3)bd 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?(choose one) ❑ 10 1981-1991 130 Spa or Hot Tub Yes No Installed? (choose one) ❑ W 1992-Present 110 aj I\ ice PARCEL INFORMATION: Topography Flat Rolling ❑ Steep Slope %Slope Soil Nature Sand ❑ Loam ❑clay ❑Other, explain: Groundwater At what depth? Bedrock/Impervious At what depth? material i)0 r\e-..b e eel Domestic Water Supply DQ Municipal ❑Well ❑ Lake (if well or lake,water supply from any septic system absorption is ft.) Percolation Test Rate:l��^55 ��5per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length 16 ft.; Each Trench ft. Seepage Pit w/#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: Principle Structure Packet Revised March 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑Check if all work will be performed by property owner only e Contractor: Contact Name(s): CV cL.Ae.5 fft7lLdmar, f4xc&�V (AA ) Contractor Trade: Gd•coLoa 6y Mailing Address, C/S/Z: AQ9A*,XA )6dAD^ Cell Phone: Land Line: 5(S- 361- )7Lf& Email: "Workers' Comp documentation must be submitted with this application" e Engineer(s)• Name(s): AaA-Lv\n,A.5 -Evb. 'A in� Mailing Address, C/S/Z: %01 14aui 1 cUA fVt l aWy Cell Phone: Land Line: 51S a5i5 Email: "T e ee lix 3b ek yeaw. io n Contact Person for Compliance in regards to this project: NAO-d &MV0 Cell Phone: Land Line: Sig - LIL)- Y713 Email: Cloo . U &0CLF Coy-,N 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: DISCLU 10 1%00k) SIGNATURE: DATE: 8&Tjal Principle Structure Packet Revised March 2021 Town of Queensbury David °cell Highway Superintendent Highway 518-761-8212 Department Mark Benware 742 Bay Road—Queensbury, NY - Deputy Highway Superintendent 12801 518-761-8210 Phone: (518) 761-8211 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: BbL5.1a1 APPLICANT NAME: { ASnuk ��^� P-'� SAS L L TELEPHONE NO.: ADDRESS TO BE INSPECTED: RETURN ADDRESS: Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep Swale () Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12- ( ) 15" ( ) 18" ( ) 24" ( ) 36„ Preliminary inspection completed by: Date: Approval by Highway Supt: (or) Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: David Duell, Highway Superintendent Mark Benware, Deputy Highway Superintendent Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) Two ) full sets of plans Over 1,500 sq. ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Y4Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space U Above-grade: 5.7 sq. ft. r Grade: 5.0 sq. ft. 24" (h) x 20" (w) minimum 44" maximum height above door 410 Window control devices 24" or less 2"d story or 72" above gradg,/W/ Aq'CmA'C_ Egress window from basement 5.0 sq. ft. Floor system sizing per table 502.3.1 Residential check ERI or Prescriptive method {� Driveway length: 300' or more-12' width required/500' or)more,turnaround required Foundation drainage on plans, if required 6" drop in 10' exterior grade Framing cross section for each roof line, vertical fire stopping every 10' where l�lv1 required/joist spans pg. 127 Ice &snow shield—' 24"from exterior wall Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width VW Stair run and rise IA Or Winder run and rise Spiral stairs meet requirements Smoke detectors—battery backup & proper location, interconnected Bathroom fixtures—proper clearance Hall width-36" width Handrails more than four risers on open sides Railing &guards >30"/basement stairs included/closed risers more than 4" in height Safety glazing notes for required areas Garage fire separation:%" gable end/5/8" under living space &%" on walls/20 min. door and closer Garage floor sloped Attic access: gasket seal & R-value equal to roof insulation Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access Residential Plan Review Revised March 2018 i Residential Plan Review: 1- and 2- Family Dwellings . Y/N/NA (2 of 2) ,, Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected within 15' of sleeping area Soil test results, if required Septic to well or water line separation All paperwork signed Note on plans energy saving light bulb / A:t)1 &LvVC— Blower door test agency paperwork Floodplain Permit required—check map: 2 feet above flood elevation Hurricane clips required +� Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel Manuals S &J required for heating system. Cold air return hard piped Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations Baffles at eaves for insulations and knee walls Makeup air for range hood >400 cfm Continuous header for garage doors to end wall Chimney rain cap shown for fireplaces Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised March 2018 TOWN OF Q UEENSB URY 742 Bay Road, Queeusbury, NY. 12804-5902 Septic System Checklist �6131an to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects,June 30 to April15 Town Engineer for unapproved Engineers and Architects) All wells on property and adjacent properties shown �'� ,Water line shown Municipal or well 10'separation to any part of system Setback to property lines show 10'or more for any part of system .5 , Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) IK—Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10'from water line kAr Seepage pit 150'from well 50'from septic tank ASeepage Pits 3-times diameter apart 16 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland %distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George Leech field 100'from watercourse or wetland Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation L615Provide Engineer/Architect stamp for bed or design systems tADepartment of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system /`'4l All tanks anchored or 2' above flood elevation Revised 4/15/2021 1 iROND,gC, Manual S Compliance ReportHFILE. COPY cahbI : Sei27,2018 �- P&M - + . ► , Entire House AcHrondacK P&M,inc. Adirondack P&M POSox562.CAemFell%Wl2B01Ptem-.618-79S3883 EmW1-.hio@adTosda"Mcom For Monsour Queensbury Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 13983 Btuh Entering coil DR: 75.0°F Outdoor design WB-. 70.8°F Latentgain: 5980 Btuh Entering coil WB: .62.5°F Indoor design DR- 75.0°F Total gain: 19963 Btuh Indoor RH: 500/0 Estimated airflow. 605 cfm D EQ Manufacturer's Performance Data atActual Design Conditions Equipmenttype: SplitAC SEP 08 2021 Manufacturer. Amana Model: ASX130181D+ACNF180616D Actual airflow. 560 cfrn TOWN OF QUEENSBURY Sensible capacity: 11760 Btuh 84%of load BUILDING&CODES Latent capacity. 5040 Btuh 84%of load Total capacity: 16800 Btuh 84%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DR. -3.5°F Heat loss. 27166 Btuh Entering coil DB: 68.0°F Indoor design DR 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmentiype: Gasfumaoe Manufacturer. Amana Model:-AMSS960402BN Actual airflow: 560 corn Outputcapadty: 38000 Btuh 140%of load Temp.rise: 50 OF 316.14113 RC-0671-2021 Habshi, Michael &Christine f 385 Big Boom Rd, lot 7 Meets all requirements-ofACCAManual S. SFD 1568 s.f., Garage 576 s.f. � 2018-Oct-17083545 Wrightsoft► .,,,.t.,,, Rgl"U'teMriverssl 201818A.16 RSU21843 Page 1 ..ats7150oa MftWcislti- tiVAC*bmowQhynp Cate=M37 FroriDoortmm W S 1 tR°NA1C. Pro ect Summa uOir _ P&M - fi j ry Dale: Sep27,2018 A Entire House By. Amrondack P&M,Inc. Adirondack P&M PGBox582,GiersFalls,W12801 Phone:518-70,M3 EmaO:IftCadirordecip min Project • • For. Mon sourGLomftn Notes. Design Information Weather. Glens FallsAP,NY US Winter Design Conditions Summer Design Conditions Outside db -4 OF Outside db 85 OF Inside db 68 OF Inside db 75 OF Design TD 72 OF Design TD 10 OF Daily range M Relative humidity 50 % Moisture difference 26 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27166 Btuh Structure 13983 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 din) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27166 Btuh Use manufacturers data n Ratelswin multiplier 0.90 Infiltration Equipmenil sensible load 12585 Btuh Method Simplified Latent Cooling'Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 5980 Btuh Cent l vent(0 cfm) 0 BBtuh Healn Coolm (.none) Areawit-) 3200 312 0 Equipment latent load 5980 Btuh %luAirchap��gge�sihour 0.90 0.40 Equipment Total Load(Sen+Lat) 18565 Btuh Equiv AUF(cfm) 0 0 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary raadde CHEATING ANDAIR CONDITIO... Make /MAANA Model AMSS960402BN Cond ASX130181D AHRI ref 7368085- Coil ACNF180616D AHRI ref 5996190 Efficiency 96.1 AFUE Efficiency. 10.8 EER,13 SEER Heating input . 40000 Btuh Sensible cooling 11760 Btuh Heating output 38000 Btuh Latent cooling 5040 Btuh Temperature rise 62 OF Total cooling 16800 Btuh Actual airflow ' 560 din Actual airflow 560 crm Airflowfacbr 0.021 chi/Btuh Airflowfacbr 0.040 cfTvBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.70 Calculations approved byACCA to meet all requirements of Manual J 7th Ed. e `0 Specification Sheet FLEX 100H11 e. N Heat Recovery Ventilator c SPus Product#: 44001 Fans Two(2)factory-balanced fans with backward curved blades.Motors come with permanently lubricated,sealed ball-bearings to guarantee long fife tea ` and maintenance-free opera .,. •�; ,��:, lion. ��.��;��'�.+'=_�•��,-•�'T•�'� Heat Recovery Care Aluminum heat recovery core covered by a limited lifetime warranty.Core F?•:? % , ; ,., r.: dimensions are 8.5"x 8.5"(216 x 216 mm)with a 12"(305 mm)depth. Our heat exchangers are designed and manufactured to withstand extreme temperature variations. WinterguardTm Defrost The FLEX 100H incorporates a unique and quiet internal recirculation defrost that does not depressurize the home during the defrost cycle.A preset defrost sequence is activated when the outdoor temperature falls below 236 F 1-50 Cl and automatically adjusts itself based on operating As Fantech's masterpiece of versatility,features and efficiency,the Flex conditions.The fan speed is also adjusted automatically to provide a 100H is ideal for high-rise apartment applications,condominiums,single smooth and quiet transition between Ventilation&Defrost mode. and multi family homes.With its compact top port design featuring 5 Seraiceabflity inch oval collars and the included EZ-MountTm wall bracket,the Flex Core,filters,fans and electronic panel can be accesses easily from the 1 ODH can be installed in spaces as small as 24 inches,such as a closet access panel. Care conveniently slides out with only 14'1356 mm) or maintenance room. clearance. Unlike traditional HRVs that require excessive power to meet Duet Connections supplemental ventilation needs,the compact,yet powerful Flex 100H 5'(125mm)Oval plastic duct connections with integrated balancing allows for sizing based entirely on principal ventilation requirements. damper and airflow measurement ports. With its exclusive TurboTouchTm feature,the Flex 100H can deliver up to 50%more exhaust capacity to easily meet supplemental ventilation Case needs whenever additional airflow is required. 24 gauge galvanized steel.Baked power-coated paint for a superior Features adhesion and resistance. • TurboTouch function boosts exhaust capacity by up to 50% Insulation • 5"1125mm)oval duct connections with integrated airflow Cabinet is fully insulated with 1"(25 mm)high density expanded measurement polystyrene. • Removable screw terminal for easy connection • Lightweight:only 39 Ibs(17.7 kg)including core Filters Super compact size Two 2)washable electrostatic panel type air filters 8.5'(216mm)x •• Top port design fits in tight spaces 12.5"1318 mml x 0.125'(3mm). Includes EZ-Mount wall bracket Drain • Aluminum heat recovery core 1/2'(13mm)OD[outside diameter)drain spout provided,entire bottom • Multiple speed operation of unit covered by drain pan. • Internal recirculation defrost Optional Controls: Watvrenty • ECO TOUCH0w44szsj — Programmable Touch Screen Wall Control Limited lifetime on aluminum core,7 year an motors,and 5 year on parts. • EDF7 w4m — Electronic multi-function dehumidistat • RTS2 umnirw — 20 minute timer over-ride • RTS5 fv44794) — 20/40/60 minute timer • MDEH1 W017PJ — Dehumidistat specifications • Duct size — 5(125mm)oval • Voltage/Phase — 120/1 • Power rated — 168 W • Amp — 1.4 A • Average airflow — 105 cfm 150 Us) 0 OX P91100Pa) 100 = fantech®•��i i■ a systemair company Dimensions S Airflow r E P=aj fresh air to inside 0 c fresh air from outside stale air FIT from inside tL 111 __P stale air to outside Flax 100H 21 1/2 546 141/2 368 15% 397 17 7/8 454 221/2 572 15 381 Dimensional information is in inches.Clearance of 14'1356mml in(rant of the unit is recommended for removal of core.All units feature Ehree foot plug-in power cord with 3-pmng plug. Airflow U!s) Ventilation Performance ®®®®®®®® 1.20 12 24 35 47 59 71 82 9 300 250 Net supply airflow 146(69) 129(611 116(55) 105149) 96(451 88(41) e0(38) 73(34) Cl. wo Gross exhaust airflow 1491701 133163) 1201571 107(51) 95 M 85(40) 731351 63.(30l a 0.6", '-- -:,. - f:. .r, 150 m Turbo Made is an intermittent node only.It can be activated with the R7S2,RTSS and the ECO Touch for up to 60 minutes. a "� Only cite data of the normal speed are HVI exrtitierl. r B 0.4 1 2 3 4 100 y rn ' 0 25 50 '75 100 126 150 175 200 Airflow(efm) Energy pefformance Sensible recovery Apparent sensible Latent recouery1maisture Supply temperatufe UINCHU81](15S transfer 32 0 52 24 46 70 80 -0.08 32 0 99 47 102 64 73 -0.04 Requirements and standards • Complies with the UL 1812 requirements regulating,the construction and installation of Heat Recovery Ventilators • Complies with the CSA C22.2 no.113 Standard applicable to ventilators . • Complies with the CSA 1`38 requirements regulating the installation of Heat Recovery Ventilators • Technical data was obtained from published results of test relating to GSA C439 Standards • HVI certified and ENERGY STAR@.qualified* This product earned the ENERGY grffirJ by meeting strict efficiency guidelines set by Natural Resources Canada and the US EPA.It meets ENERGY STARO requirements only when used in Canada. Contacts Distributed by: Submitted by Date: Quantity Model: Proiect#: Comments: Location: Architect: Engineer: Contractor: . United States 1 W48 Industrial Blvd.•Lenexa,KS 66215 e 1.800.747.1762•www_fantech.net poach 50 Kanalfia>d Way•Boucmuche,NB E45 3M5.1.800.565.3548•www,fanredi.net ••• fantech Systemair reserves the right to modify,at any time and vithout notice,any or all of its products'features,designs.compo- �046 nents acid specifications to nrabitabt their rechnological leadership position. •:V a systemair company Y Generated by REScheck-W.eb Software /' Compliance Certificate N W w w �l oo g : vv, y o� FILE COPY CM P N Project Monsour -Big Boom -Road; Queensbury, NY No °o w LIN Energy Code- -2018 IECC Location: Glens Falls, New Yor cqq�� C. Construction Type: Single-family E C E 0 D M rt Project Type: New Construction � � � = A� i Conditioned Floor'Area: 1,568 ft2 ��P O �o h' Glazing Area 10% Climate Zone: 6 (7635 HDD) TOWN OF GsUEENSBURY N ID V Permit Date: BUILDING&COD'-_ F' Permit Number: N i Construction Site: Owner/Agent: Designer/Contractor: NN ; Big Boom Road David Monsour Mchael Maney Queensbury, NY 12804 Monsour 16 Helen Dr Revere Road Queensbury, NY 12804 Queensbury, NY 12804 5187448245 518-461-1713 Compliance: Passes using UA trade-off Compliance: 1.8%Better Than Code Maximum UA: 229 Your UA: 215 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. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,568 49.0 0.0 0.026 0.026 41 41 Wall:Wood Frame, 16" D.C. 1,494 21.0 0.0 0.057 0.045 74 59 Door 1: Solid Door(under50%glazing) 20 0.190 0.300 4 6 Door 2: Solid Door(under 50%glazing) 20 0.150 0.300 3 6 Door: Glass Door(over 50%glazing) 33 ' 0.250 0.300 8 10 Window:Vinyl Frame 116 0.270 0.300. 31 35 Basement: Solid Concrete or Masonry Wall height: grade: 7.5'Depth below grade: 1,234 0.0 15.0 0.044 0.050 54 62 , Insulation depth: 8.0' 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 requirements listed in the REScheck Inspection Checklist. 1 REVIEWED BY Name-Title Z.PETER JENSE ign .,� Date 17 WEST ROAD �kED A9cly SOUTH GLENS FALLS �� e��ER J�'y�r "X`�o NEW YORK 12803 (518) 798-3859 Project Title: Monsour-Big.Boom Road; Queensbury, NY ti. Report date: 08/04/21 Data filename: Sj 0 .0o 10- Q`� Pagel of 9 n REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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 103.2 ;documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the Ibuilding envelope.,Therm_al ❑Not Observable :envelope represented on ❑Not Applicable :construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, ;documentation demonstrate ❑Does Not 403.7 1energy code compliance for [PR3]1 I lighting and.mechanical systems. ❑Not'Observable ; 10 :Systems serving multiple ;❑Not Applicable :dwelling units must demonstrate i 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 perA'CCA Manual J or other methods gtu/hrg Btu/hrg ❑Not Observable ; ]approved by the code official. I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3;, Low impact(Tier 3) Project Title: Monsour-Big Boom Road; Queensbury, NY Report date: 08/04/21 Data filename: Page 2 of 9 Section Plans Verified Field Verified # Foundation Inspection Complies? Comments/Assumptions & Req.ID Value Value 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;see the Envelope Assemblies [FO4]1 !insulation R-value.Where interior ❑Does Not ;table for values. insulation is,used,verification R_ R : ;may need to occur during ❑Not Observable ;Insulation Inspection. Not I❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ,Conditioned basement wall ❑Complies [FO5]? i insulation 'installed per y❑Does Not ® :manufacturer's instructions. " ❑Not Observable i ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;see the Envelope Assemblies [FO6]1 insulation depth of burial or :❑Does Not ;table for values. :distance from top of wall. ❑Not Observable ; ❑Not Applicable 303.2.1 ,A protective covering is installed ❑Complies [FO11]2 'to protect exposed exterior ❑Does Not insulation and extends.a x []Not Observable minimum-of 6 in. below grade. ❑Not Applicable 403.9 "'Snow-and ice-melting system ❑Complies ; [FO12]2 !controls installed. ❑Does Not U I; J❑Not Observable 3❑Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '-0?;' Low Impact(Tier 3). Project Title: Monsour-Big Boom Road; Queensbury, NY Report date: 08/04/21 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, :Door U-factor. ; U- ; U- ;❑Complies ;see the Envelope Assemblies 402.3.4 E❑Does Not ;table for values. [FR1]1 ; ;❑Not Observable 40) ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 pare determined in accordance ❑Does Not J with the NFRC test procedure or ❑Nat Observable taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not 19DAAMA/WDMA/CSA 101/I.S.2/A440 tt❑Not Observable ,or has infiltration rates per NFRC j❑Not Applicable 400 that do not exceed code pp icable i limits. 402.4.5 ,;IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ( 1 ;leakage at 75 Pa. (i j❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not :>= 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 diameter>= 3 inches and R-4.2 ;for<3 inches in diameter. 403.3.2 ;Ducts, air.handlers and filter ❑Complies [FR13]1 1 boxes are sealed with ❑Does Not :joints/seams compliant with ;International Mechanical Code or []Not Observable International Residential Code, as ❑Not Applicable applicable. 408.3.5 j Building cavities are not used as J❑Complies ; [FR15]3 'ducts or plenums. ❑Does Not []Not Observable 10Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ;,3 Low Impact(Tier 3) Project Title: Monsour-Big Boom Road; Queensbury, NY Report date: 08/04/21 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 Ducts declared to be within the []Complies [FR28]3 ,conditioned space are either 1) ❑Does Not 9 Ecompletely within the continuous air barrier and within the building ❑Not Observable ;thermal envelope, 2) buried ❑Not Applicable 'within ceiling insulation in ]accordance with Section {R403.3.6 and the air handler is located completely within the I continuous air barrier and within ;the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of •;conditioned floor area served by ;the duct system, or 3)the ceiling insulation R-value installed lagainst and above the insulated duct>=to the proposed ceiling ]insulation R-value, less the R- ; {value of the insulation on the ; 403.4 HVAC piping conveying fluids R- R- ;[]Complies [FR17]z ;above 105 °F or chilled fluids?:R- ❑Does Not v below 55°F are insulated to R- 9 i3. ; ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not 1[]Not Observable 3❑Not Applicable 403.5,3 ';Hot water pipes are insulated to ; R- R- ;❑Complies ; [FR18]z 3>_R-3. ❑Does Not ;❑Not Observable ❑Not Applicable 403.6 (Automatic or gravity dampers are ❑Complies [FR19]2 'installed on all outdoor air ❑Does Not {intakes and exhausts. [:]Not Observable 3❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Monsour-Big Boom Road; Queensbury, NY Report date: 08/04/21 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 ❑Complies [IN13]2 iorthe installed R-values ❑Does Not 8l provided. ❑Not Observable [ ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, jmass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass Mass ;❑Not Observable requirement applies (FR10). ❑ Steel ;❑ Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per flComplies [IN4]1 ;manufacturer's instructions. Does Not ❑Not Observable 7❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,'3,,:l Low Impact(Tier 3) Project Title: Monsour-Big Boom Road; Queensbury, NY Report date: 08/04/21 Data filename: Page 6 of 9 Section 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.E ;❑ Steel ❑ Steel ;❑Not Observable [FI1]1 ; :❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ,❑Does Not [FI2]1 (Blown insulation marked every ❑ 300 ft2. Not Observable )❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [FI22]2 sinsulation include baffle adjacent ❑Does Not Ito soffit and eave vents that IE]Not Observable ;extends over insulation. J❑Not Applicable 402.2.4 (Attic access hatch and door ; R- ; R- ;❑Complies [FI3]1 insulation >_R-value of the !❑Does Not !adjacent assembly. ❑Not Observable ! :❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 each in Climate Zones 1-2, and :❑Does Not I<=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 ! ! ! ;leakage measured with a ❑Not Observable pressure differential of 0.1 inch ; ; :❑Not Applicable i w.g. across the system including ! ;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 ;w.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 ft2 ft2 !❑Does Not ! 1<=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in :❑Not Observable ;tests, verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 !by manufacturer at<=2%of ❑Does Not ! !design airflow. i i❑Not Observable I❑Not Applicable ! 403.1.1 {Programmable thermostats ❑Complies [F[9]2 installed for control of primary ❑Does Not (heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 Ion heat pumps. ❑Does Not []Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies [FI11]2 'Isystems have automatic or $❑Does Not )accessible manual controls. I ❑Not Observable 1EINot Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) ,3• Low Impact(Tier 3) Project Title: Monsour-Big Boom Road; Queensbury, NY Report date: 08/04/21 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 'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ; R403.6.1. ( ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 ;through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water i[JNot Observable temperature based on outdoor - ❑Not Applicable temperature. 403.5.1.1 ';Heated water circulation systems }❑Complies [FI28]2 (have a circulation pump.The ❑Does Not )system return pipe is a dedicated 11❑Not Observable I return pipe or a cold water supply pipe. Gravity and thermos- t IE]Not Applicable ,syphon circulation systems are not present. Controls for I circulating hot water system pumps start the pump with signal 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 no demand for hot water exists. 403.5.1.2 1 Electric heat trace systems ❑Complies [F129]2 (comply with IEEE 515.1 or UL i❑Does Not 1515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the r piping. 403.5.2 Demand recirculation water ❑Complies [F130]2 (systems have controls that ❑Does Not manage operation of the pump ❑Not Observable 'and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 ;Drain water heat recovery units ElComplies [F131]2 itested in accordance with CSA ❑Does Not 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- I ;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 ❑Complies [F16]1 'fixtures have high efficacy lamps. ❑Does Not - I []Not Observable ❑Not Applicable 404.IA Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light.. ❑Does Not •, ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [F[7]2 ❑Does Not 5 ❑Not Observable I ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3~' Low Impact(Tier 3) Project Title: Monsour-Big Boom Road; Queensbury, NY Report date: 08/04/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & RegJD 303.3 Manufacturer manuals for ❑Complies [FI18]3mechanical and water heating ❑Does Not ,systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 37Low Impact(Tier 3) Project Title: Monsour-Big Boom Road; Queensbury, NY Report date: 08/04/21 Data filename: Page 9 of 9 tl r 2018 IECC Energy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 Door 0.25 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments M iTew MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: B211051 Monsour The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Harvest Homes. Pages or sheets covered by this seal: I47981082 thru I47981104 My license renewal date for the state of New York is January 31,2023. pF NEI,y Y �P �JPN GAR � w Uj 2 ti— aura—.r ? �O A9OFE September 21,2021 Garcia,Juan IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSVTPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply Monsour 147981082 B211051 FG GABLE 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug.16 2021 Mrrek Industries,Inc. Mon Sep 20 12:08:12 2021 Page 1 ID:GzlrIQnl5YfLYXd3x8RoSfzgYgR-nN3jf7SuCncu9pamOUm WXHfRYShBKveAGObW1 ybkul -p-10$ 8-1-12 13�-0 20 7-11 27-M _ 27-10,8 10 8-1-12 5 4 4 7-1-11 6-45 -10 46 I I Scale=1:59.7 5 MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. 3x5 i 3x5 2x4 11 4 6 2x4 11 7.00 12 3 - 7 38 39 5x12 i 5x12 2 8 1 9 1c, 0 0 18 48= 48= 10 A 3x8= 17 16 15 1413 12 11' 3x8'_ 4x6= _ 6-1712 13-6-0 19-0-0 1L 7-11 1 27-M 8-1-12 544 5S-0 1-7-11 6-4-5 'Plate Offsets(X,Y)— [2:0-5-8,0-1-8],[7:0-0-0,0-0-0] [8:0-5-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 46.2 10) plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.02 10-11 >999 360. MT20 169/123 (Ground Snow=6 0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.03 10-11 >999 240 BCDL 10.0 Rep Stress Incr YES WB 0.82 HOri(CT) 0.01 10 Na n/a BCLL 0.0 BCDL 10.0 Code IRC2018/TPI2014 Matrix-MS Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x6 SP 240OF 2.0E except end verticals. WEBS 2x4 SPF-S No.2`Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-17,7-11:2x4 SPF-S Stud,2-18,8-10:2x6 SP 240OF 2.0E WEBS 1 Row at midpt 5-17,5-11 OTHERS 2x4 SPF-S Stud REACTIONS._ All bearings 19-0-0 except ot=length)18=0-5-8;18=0-5-8,10=0-5-4. (lb)- Max Horz 18=-181(LC 8) Max Uplift All uplift 10..0 lb or less at joint(s)18 except 17=-102(LC 10).11=-191(LC 11),16=-212(LC 5), 12=-212(LC 5) Max_ Grav All reactions 250lb or less'atjoint(s)15,14 except 17=1467(LC 17).11=1468(LC 18),11=1183(LC 1), 18=729(LC 1).18=729(LC 1).10=729(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 256(lb)or less except when shown. TOP CHORD 2-3=475/38,3-5=486/129,5-7=486/84,7-8=475/27,2-18==663/82,8-10=-663/41 BOT CHORD 17-18=199/625,16-1.7=-45/274,15-16=-45/274,14-15=45/274,12-14=-45/274, 11-12=45/274,10-11=-111/566 WEBS 3-17=-1068/233,2-17=-378/263,8-11=377/256,7A1=1068/233 NOTES- (12). 1)Wind:ASCE 7-16;Vult=115mph(3-second gust).Vasd=91mph;TCDL=3.0psf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 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 End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. OF N Ew Y 3)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 P ,JPN GARp 0- 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 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. - 6)Gable studs spaced at 2-0-0 oc. r- (r 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n ;I W 8)Bearing at joint(s)18,10 considers parallel to grain value using ANSI/TPI 1.angle to grain formula. Building designer should verify M 1 Z rapacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing'plate capable of withstanding 100 lb uplift at joints)18 except Qt=lb) C? 17=102,11=191,16=212,12F02. �� O,0800- 10)"A"indicates Released bearing:allow for upward movement at joints)10. A!9 P� 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and OFFS S►ON referenced standard ANSI/TPI 1. 12)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery;erection and bracing of trusses and truss systems,see.- ANSIrrPl1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd - Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Monsour 147981083 B211051 G Common 12 1 Job Reference o tional Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 20 12:08:13 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-FZd5sTT Wz5llnz9l L6??2kgp8yjHtoToOwl82Tybku0 p-10 8 6-1-12 12-0-0 17-10-4 24-0-0 7a4 10$' -10 6-1-12 5-10-0 5 10 4 6 1-12 10 48= Scale=1:51.2 4 7.00 12 6x6 i 6x6 5 13 3. 14 ci 3x8 i 3x8 2 6 1 7 12 11 10 9- 8 3x8= 4x5= 3x4= 45,= 3x8= 8-1-3 15-10-13 2"-0 8-1-3 7-9-11 8-1-3 Plate Offsets(X,Y)— [2:0-0-14,0-1-8],[6:0-0-14,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 4 10) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.10 9-11 >999 360 MT20 169/123 (Ground Snow=6 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.17 8-9 >999 240 TCDL 10.0 Rep Stress Incr' YES WB 0.73 Horz(CT) 0:05" 8 n/a n/a BCLL 0.0 Code-IRC20181TPI2014 Matrix-MS Weight:105lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied; except end verticals. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid'ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF-S No.2*Except* WEBS 1 Row at midpt 3-12,5-8 2-12,6-8:2x6 SP No.2,3-12,5-8:2x4 SPF-S Stud REACTIONS. (size) 12=0-5-8,8=0-5-B Max Horz 12=167(LC 9) Max Uplift 12=-l18(LC,10),8=118(LC 11) Max Grav 12=1755(LC 17),8=1755(LC 18) FORCES. (lb)-Max.Comp./Max:Ten.-All forces 250(lb)or less except when shown. TOP CHORD" 2-3=-546/107,3-4=1970/178,4-5=1970/178,5-6=-546/107,2-12=642/131, 6-8=-642/131 BOT CHORD 11-12=-131/1711,9-11=-17/1165,8-9=-63/1711 WEBS 4-9=-87/788,5-9=-609/177,4-11=-87/788,3-11=-609/177 3-12=1802156, 5-8=-1802/56 NOTES- (8) 1)Wind:ASCE 7-16;VuB=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced"snow loads have been considered for this design. - 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs �� NE non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. GA 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) C-D ;�JP RC�9 12=118,8=118. 7)This truss is designed in accordance with the 2018 Intemational Residential Code sections R502.11.1 and R802A 0.2 and * r •referenced standard ANSUTPI 1.., r- 8)_Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. n ], W n + jy R�FESSIO - September 21,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.51192020 BEFORE USE. Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not �e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi I,Teks is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see, • ANSVTPII Quality Criteria,DSB-69 and BCSI Building Component 16023 Svingley Ridge Rd Safety Information available from.Truss Plate Institute,2670 Crain Highway,Suite 20.3 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty i Ply Monsour 147981084 6211051 GG GABLE 1 1 Job Reference o tional Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:14 2021 Page 1 ID:Gzld QnISYfLYXd3x8RoSfzgYgR�IAT4pU8kPtcO7kDvpXEbyMAYM9rcKaxdZVibwybku? p-10$ 12-M 24-M 24-10-00-10.8 12-M 12-0-0 4x4= Scale=1:52.5 8 7 9 7.00 F12 6 10 29 5 11 30 4 12 3 13 3x4 i 3x4 2 14 1 15 I 28 27 26 25 24 23 22 21 20 19 18 17 16 2x3 11 2x3 I I 2x3 II 2x3 I I 2x3 II 2x3 II 5x5= 2x3 I I 2x3 I I 2x3 I I 2x3 II 24-M 24-M Plate Offsets(X,Y)— [21:0-2-8,0-3-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) I/defi Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC' 0.19 Vert(LL) 0.00 14 n/r 180 MT20 169/123 (Ground Snow=6 0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 14 n/r 120 BCDL 1 10.0 Rep Stress Incr ' YES WB 0.42 Horz(CT) 0.00, 16 n/a n/a BCDL 10.0 BC 0.0 Code IRC2018/TP12014 Matrix-R Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1 SE TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SPF 165OF 1.5E . except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x4 SPF-S Stud REACTIONS. All bearings 24-0-0. (lb)- Max Harz 28=-167(LC 8) Max Uplift All uplift 100 lb or less at joints)28,16,23,24,25,26,27,21,20,19,18,17 Max Grav All reactions 250 Ito or less atjoint(s)except 28=265(LC 21),16=264(LC 16),22=254(LC 23),23=413(LC 17),24=393(LC 17),25=357(LC 17),26=273(LC 1),27=264(LC 20),21=413(LC 18),20=393(LC 18),19=357(LC 18),18=273(LC 1),17=252(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 7-23=-373/60,6-24=-353/68,5-25=317/65,9-21=-373/59,10-20=353/68, 11-19=-317/65 NOTES- (13) 1)Wind:ASCE 7-16;V61t=115mph(3-second gust)Vasd=91 mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 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 End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. �! �F NEw Y 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs v non-concurrent with other live loads. Q PN Giq/�C ' 6)All plates are 2x4 MT20 unless otherwise indicated. C-D -7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 cc. f- I . y T_ 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. n Y `[. W 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28,16,23,24, (11 it !1� 25,26,27,21,20,19,18,17. 12)This truss is designed in accordance with the 2018 Intemational Residential Code sections R502.11.1 and R802.10.2 and N C? referenced standard ANSI/TPI 1,. 480091 13)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. AR P� �FESsIoN September 21,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. ' Design valid for use only with Mrek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicabilAy of design parameters and property Incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTek• - is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see . ANSIrTPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Sxingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty [ly Mansour 147981085 B211051 GIR - DBL.HOWE 1 3 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 2012:08:16 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-f81EV WOG07KeRtcOEZigNSTU9ja46RE4t—neoybktz 3-11-12 8-1-12 13-0-0 18-3-2 23-0 4 27-0-0 33 11-12 ' 4-2-0 5-4-4 4-9-2 4-9-2 3-11-12 4x5 11 Scale=1:58.8 4 7.00 FIT 5x8 i 7x6 3 5 24 25 3x5 i 3x5 2 6 6x8 3x8 1 7 I 15 17 14 18 13 19 20 1221 11 222310 9 BA 5x8= 7x6= 7x6= 10x10= 5x6= 5x6= 3x5= 3x6— 3-11-1213-0-0 8 18-3-2 1 -0 23-0-0 2714 3-11-12 4-2-0 5 413 4-9-2 6.1 4-0 4 3-11-12 Plate Offsets(X,Y)— [13:0-2-4,0-4-8],[14:0-2-8,0-3-12] TOLDING (psf) 46.2 SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP (Ground Snow=60.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.12 12-13 >999 '.360 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 SC 0.55 Vert(CT) -0.17 12-13 .>999 240 BCLL. 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 -Code IRC20181TP12014 Matrix-MS Weight:485 lb FT=20% LUMBER- BRACING- TOP_CHORD 2x4 SPF.165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP 240OF 2.OE except end verticals. WEBS - 2x4 SPF-S Stud*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 3-13,3-12,5-12,1-14,5-10:2x4 SPF 1650F 1.5E 1-15,7-8:2x6 SP 240OF 2.0E REACTIONS.. (size) 10=(0-5-8+Two SBP6 USP) (req.0-6-4),15=0-5-8 (req.0-6-2),8=0-5-4 Max Horz 15=169(LC 28) Max Uplift 10=-877(LC 11),15=-741(LC 10),8=REL Max Grav 10=11980(LC 17),15=11671(LC 16),8=392(LC 2b) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-117401740,2-3=10339/661,3-4=5786/379,4-5=5584/391,5-6=-154/584, 6-7=-357/557,1-15=-8411/548,7-8=-342/169 F; BOT CHORD 14-15=-229/1289,13-14=-685/10024,12-13=555/8886,10-12=-400/209,9-10=-379/232 WEBS 2-14=220/1422,3-13=-378/5872,4-12=-293/4992,679=500/77,2-13=-1537/164, 3-12=-5948/490,5-12=530/7123,6-10=-371/272,1-14=-535/9031,7-9=-527/149, 5-10=-8658/673 NOTES- (13) 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 cc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to pF N E ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.11;Exp B;Enclosed; AQ�JpN GARc�y0,p MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 C-D 4)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=.1.0;Rough Cat B;Partially Exp.;Ce=1.0;' Cs=1.60;Ct=1.10 cc ` 5)Unbalanced,snow loads have been considered for this design. " W 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. m }�'�� LU 7)WARNING:Required bearing size atjoint(s)15 greater than input bearing size. 2 t" _ "I 8)Bearing at joint(s),15,8 considers parallel to grain,value using ANSIITPI'1 angle to grain formula. Building designer shoA verify capacity of bearing surface. �� /'�C,,0 S 009N 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except at=lb) 10=877,15=741. �FES,SI0 10)"A"indicates Released bearing:allow for upward movement at joint(s)8. 11)_This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and September 21,2021 CO o and ANSI/TPI 1. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. ' Design valid for use only with MiTek®connectors:This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r�building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" . . Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabricator,storage,delivery,erection and bracing of trusses and truss systems,see ANSVrPl1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Svingley Ridge Rd - Safety information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 JJab Truss Truss Type Qty Ply Monsour 147981085 B211051 _ GIR DBL.HOWE 1 q J. Job Reference o tional Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 2012:08:16 2021 Page 2 ID:GZlrlQnl5YfLYXd3zB RoSfzgYgR-f81 EV V VOG07KeRtcOEZigN STU 9ja46RE4t_neoybktz NOTES- (13) 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1994 Ib down and 132 Ib up at 0-2-12,1982 Ib down.and 144 Ib up at 2-0-12,1982 Ib down and 144 Ib up at 4-0-12,1982 lb down and 144 Ib up at 6-0-12,1982 Ib down and 144 Ib up at 8-0-12,1982 Ib down and 144 Ib rip at 10-0-12, 1982 Ib down and 144 lb up at 12-0-12,1982 Ib down and 144 Ib up at 14-0-12,and 1982 Ib down and 144 Ib up at 16-0-12,and 1982 Ib down and 144 Ib up at 18-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:8-15=20,1-4=112,4-7=112 Concentrated Loads(Ib) Vert:14=1982(131)13=-1982(B)15=1994(B)17=1982(B)18=-1982(B)19=1982(131)20=-1982(B)21=-1982(B)22-1982(131)23=1982(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.51192020 BEFORE USE. Design valid for use onlywith MTek®connectors.This design is based onlyupon parameters shown,and is for an individual building component,not • - a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall _ building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTek' is always required for stability and to prevent collapse with,possible personal injury and property damage.For general guidance regarding the . . fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPl1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Monsour 147981086 13211051 L MOD.QUEEN 11 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:05:17 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-7KscirW01 KFBFaSoay4xDa_YNZ31pfgNJYjLAFybkty 10 4-0-9 9-11-12 156-0 21-0-0 267-7 31-0-0 -10 44-9 Z 5-7-3 5-r 4 5-6-4 5-7-3 4-4-9 10 5x6= Scale=1:62.8 6 3x4,3x5 i 3x5 5 7 3x4 Q 4 8 7.00 12 7x6 G 7x6 3 9 3x6 i 3x6 1 2 1011 16 15 14 13 12 5x6= 3x5= 6x8= 3x5= 5x6= 6-8-10 15-0-0 24-3-6 31-M 6-8-10 8-9-6 8-9-6 5-5-10 Plate Offsets(X Y) ' [2:0-0-14 0 1 8] [10:0-0-14 0-1-8] [14'0-4-0 Edge] — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.14 14-15 >999 360 MT20 1691123 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.52 Vert(CT) . -0.28 14-15 >999 240 TCDL 10.0 Rep Stress Incr - YES WB 0.52 Horz(CT) 0.10 -12 n/a n/a BCLL 0:0. ' Code IRC2018rrP12014 . Matrix-MS Weight:140 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650E 1.5E TOP CHORD. Structural wood sheathing directly applied or 3-7-0 oc pudins, BOT CHORD 2x4 SPF 1650F 1.5E except end verticals. WEBS 2x4 SPF-S No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-15,6-15,7-13,9-13:2x4 SPF-S Stud,2-16,10-12:2x6 SP No.2 WEBS 1 Row at midpt 5-14,7-14,3-16,9-12 REACTIONS. (size) 16=0-5-8,12=0-5-8 Max Horz 16=-204(LC 8) Max Uplift 16=-148(LC 10),12=148(LC 11) Max Grav 16=2158(LC 17),12=2158(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=363/60,3-5=2583/196,5-6=-1992/192,6-7=1992/192,7-9=-2583/197, 9-10=-363/59,2-16=-487/87,10-12=-487/87 BOT CHORD 15-16=205/2103,14-15=132/2048,13-14=-52/2048,12-13=-11212103 WEBS 5-14=949/184,6-14=96/1281,7-14=949/1841 3-16=-2493/133,9-12=-2493/133 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91 mph;TCDL=3.0psf;BCDL=5.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46Zpsf on overhangs non-concurrent with-other live loads. ! �IF NEI,� 5)This truss has been designed for a 10.0 psf bottom chord-live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) Q� PN GARC 16=148,12=148. co 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. r' "r� CC n !y W w m2 ''•+uar, -� 2 ��oA �0.08009� R�FEs.s�oNP September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors:This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1TPI1 Quality Criteria,DSB-89 and BCSI Building Component 76023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Monsour ' 147981087 B211051 LG GABLE 1 1 Job-Reference o tional Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:18 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-bXQ wAXeodN2tk1?8fbAloXsXzVXY6HXYBTujhybktx Q-10 8 15-6-0 31-M 31-10f d-10-$ 15-6-0 15-0-0 -10 4x4— Scale:3/16"=V 11 10 12 3x4 i 9 13 14 7 3x4 8 15 7.00 12 8 16 oi 5 17 4 D18 3x4. 3x4 i 3 19 1 2 2021 I9 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 2x3 11 2x3 11 2x3 11 2x3 11 2x3 11 2x3 I I 2x3 11 5x5= 2x3 I I 2x3 I I 2x3 I I 2x3 11 2x3 11 2x3 I I 2i 3 I I 31-0-0 31-0-0 Plate Offsets(X,Y)— 130:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl. Ud PLATES GRIP TOLL -46.2 . I Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 20 n/r 180 MT20 '169/123 TCDL 10 (Ground Snow=6 1O0 0):0 Lumber DOL 1.15 BC 0.07 Vert(CT) 0.00 20 n/r -120 Rep Stress Indic YES WB 0.50 -Horz(CT) 0.00 22 n/a rl/a BCDL 10.0 BCLL 00 Code IRC2018/TPI2014 Matrix-R Weight:162 lb FT=20% LUMBER- BRACING- TOP CHORD '2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD. 2x4 SPF 165OF 1.5E except end verticals. WEBS - 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF-S Stud`Except' WEBS 1'Row at micipt 11-30,10-31,12-29 11-30,10-31,12-29:2x4 SPF-S No.2 REACTIONS. 'All bearings 31-0-0. (lb)- Max Horz 38=-204(LC 8) Max Uplift All uplift 100 lb or less at joints)22,31,32,33,34,35,36,29,28, 27,26,25,24 except 38=-136(LC 6),37=-140(LC 7),23=-124(LC 11) Max Grav All reactions 250 lb or less at joint(s)23 except 22=285(LC 16),38=291(LC 21),30=272(LC 23),,31=413(LC 17),32=390(LC 17),33=369(LC 17),34=271(LC 17),35=262(LC 1),36=281(LC 17),37=256(LC 20),29=413(LC 18).28=390(LC 18),27=369(LC 18),26=271(LC 18),25=262(LC 1),24=281(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-38=-262/100,20-22=262/68 WEBS 10-31=-373/57,9-32=-350/69,8-33=329/64,12-29=-373/56,13-28=-350/69, 14-27=-329/64 NOTES- (13) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 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 N'E(�j Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. � 3)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough,Cat B;Partially Exp.;Ce=1.0;_ N'Gq O Cs=1.00;Ct=1.10 C`Q �JP �rr�9 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 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. r 6)All plates are 2x4 MT20 unless otherwise indicated. LCO ;, y W 7)Gable requires continuous bottom chord bearing. fn' a 2 8)Truss to be fully sheathed from one face or securely braced against lateral,movement(i.e.diagonal web). 2 ea 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� No.-pit 0. 9� lG� 11)Provide mechanical,connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,31,32,33, AP P� 34,35,36,29,28,27,26,25,24 except Qt=lb):38=136,37=140,23=124. �FES:S%QN 12)This truss is designed in accordance with the.2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/fPI 1. September 21,2021 13 Contractor and/or fabricator to verifv loadin s and dimensions prior to fabrication.- ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an,individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing - MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see- ANSIrrPl1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 - - 'Chesterfield,MO 63017 Job Pv'uis s Truss Type Qty Ply Monsour 147981088 B211051 GABLE 1 1 ' Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,-Inc.,Mon Sep 2012:08:19 2021 Page 1 I D:GzlrlQnl5YfLYXd3x8RoSfzgYgR-4LM7 WXHZxVuVucBhM6 P l?4u3NocH exgnrC RFlybktw 5-7-8 11-3-0 5-7-8 5-7-8 5x8 MT18HS-Z�- Scale=1:23.1 2 7.00 F12 3x6 11 3x6 11 3 711 vo. o 4 2x3 I I 11-3-0 11-3-0 Plate Offsets(X,Y)— [1:0-3-8,Edge],[2:0-5.4,0-2-4],[3:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl L/d PLATES GRIP (Ground Snow=6 TCLL 40) Plate Grip DOL 1.15 TC 0.72 Vert(LL) n/a n/a 999 MT20 1691123 Lumber DOL 1.15 BC 0.27 Vert(CT) n/a n/a 999 MT18HS 169/123 BCDL 10 10..0. Rep Stress Incir YES WB 0.16 Horz(CT) 0.00, 3 n/a n/a BCDL BCL 10.0 0.0 Code IRC2018/TPI2014 Matrix-S Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E. TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. OTHERS 2x4 SPF-S Stud REACTIONS. (size) 1=11-3-0,3=11-3-0,4=11-3-0 Max Horz 1=-55(LC 6) Max Uplift 1=-35(LC 10),3=-42(LC 11),4=-17(LC 10) Max Grav 1=498(LC 16),3=498(LC 17),4=666(LC 1) FORCES. (lb)-Max.Comp./Max.Ten:-All forces 250(lb)or less except when shown. TOP.CHORD 1-2=339/109,2-3=-339/109 WEBS 2-4=-491/66 NOTES- (9) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.0psf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;-Pf=46.2 psf(Lum DOL=1.15 Plate'DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s)1,3,4. 8)This truss is designed in accordance with the 2018 International Residential,Code sections R502.11.1 and R802.10.2 and OF NE(� referenced standard ANSI/rPI 1'. 9)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. �Q ,JPN GA F?o � - r- I rti fL LU 2 4 W yUJ m. (A�oA tio..080�91 ROFes.sioNP September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511M020 BEFORE USE. ' Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/onchord members only.Additional temporary and permanent bracing MITek" is always required for stability and to prevent collapse wgh.possible personal injury and propertydamage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrM1 Quality Criteria,DSB-69 and BCSI Building Component 16023 Sxingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type City Ply Monsour 147981069 B211051 LV2 Valley 1 1, Job Reference tional Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 20 12:08:20 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-YvYkKsYvKFd162ENF4degDc94n7tO7dq?Vy?nZybkty 3-7.8 730 3-7.8 3-7.8 3x4= Scale=1:15.3 2 7.00 12 3 1 v v ¢ .o O 2x4 II 2x4 11 0 7 7-" 0 7 7-2-9 Plate Offsets(X Y)= [1:0-2-7 0-1-0] [2:0-2-0 Edge] [3:0-2-7 0-1-0] LOADING (psf) SPACING- 2-0-0. CSI. DEFL. in ([cc) Vdefl L/d PLATES. GRIP TOLL 46.2 10) Plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=6 0) Lumber DOL 1.15 BC 0.33 Vert(CT) n/a - n/a '999 TCDL 0.0 Rep Stress Incr YES WB 0.00 HorZ(CT) 0.00 3 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-P Weight:16lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing,directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=7-2-2,3=7-2-2 Max Harz 1=-33(LC 6) Max Uplift 1=-26(LC 10),3=26(LC 11) Max Grav 1=471(LC 16).3=471(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-419/61,2-3=-419/61 BOT CHORD 1-3=35/297 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;•Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end'zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10, - 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. Ot; NE le, GARC,, r W rn' w ).08009. AR�FES.Sli ON��. September 21,2021 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/192020 BEFORE USE. ° Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M[Tek' Is always required for stability and to prevent collapse with,possible personal Injury and property damage.For general guidance regarding the . fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPl1 Quality Criteria,DSB-89 and BCSI Building Component 16023 SWingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Monsour 147981090 B211051 LV3 Valley 1 1 Job Reference o tional Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 2012:08:20 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-YvYkKsYVKFdl62BN F4degDcDYnCX07dq?Vy?nZybkty 1-7-8 343-0 1-7-8 1-7-8 3x4= Scale=1:7.5 2 7.00 12 3 1 , v IO O 20 i 2x4 3-2-9 . 3-2-g 0 7 Plate Offsets X, 2:0-2-0,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL- 46.2 Plate Grip DOL 1 A5 TC 0.03 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.04 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IRC2018frP12014 Matrix-P Weight:7lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E, TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. - (size) 1=3-2-2,3=3.2-2 Max Harz 1=12(LC 9) Max Uplift 1=-9(LC 10),3=9(LC 11) Max Grav 1=149(LC 16),3=149(LC 17) FORCES. (lb)-Max.Comp./Max.Ten:-All forces 250(lb)or less except-when shown. NOTES- (8) 1) find:ASCE 7-16;Vult=115mph(3-second gust)Vasd=glmph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1,.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; .Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf boom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection.(by others)oft.russ to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3, 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced.standard ANSI/TPI 1. 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. OF NEPN ��P. �JPN GAR * r r- 1 Cr UJ AR0FFsvo�P September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTeMD connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members ony.Additional temporary and permanent bracing MiTek" is always required for stabil y and to prevent collapse w th possible personal Injury and property damage:For general guidance regarding the 16023 Swin le Ridge Rd fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfrPl1 Quality Criteria,DS6 89 and SCSI Building Component Swing ley 9 Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Monsour '147981091 B211051 MV1 GABLE 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 20 12:08:212021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-0567YCZX5YIckCmZpn9tN Q9J?AX01UVzE9hYJ0ybktu 12-4-8 24-M 124-8 12-4-8 46= Scale=1:47.4 4 7.00 12 2x4 II 2x4 II 3 5 14 2x4 11 13 2x4 II 2 6 1 7 01 40 3x4 i 12 11 10 g 8 3x4 2x3 11 2x3 I I 5x5= 2x3 I I 2x3 II 24-M 2490 Plate Offsets(X,Y)-- [10:0-2-8,0-3.0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) I/defl Ud PLATES GRIP TOLL 46.2 10) Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a n/a 999 MT20 1691123 (Ground Snow=6 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCDL 10.0 Rep Stress Incr YES WB 0.41 Horz(CT). 0.00 7 n/a h/a BCLL 0.0 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD. Structural wood sheathing directly applied or 670-0 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF-S Stud REACTIONS. All bearings 24-9-0. (lb)- Max Horz 1=-127(LC 6) s Max Uplift All uplift 100 lb or less at joint(s)1,11,12,9.8 Max Grav All reactions 250 lb or less atjoint(s)1,7 except 10=414(LC 1),11=824(LC 16),12=611(LC 16), 9=824(LC 17),8=611(LC 17) FORCES. (lb)-Max.Comp.%Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=277/118,4-5=277/105 WEBS 4,10=-331/2,3-11=750/137,2-12=-510/135,5-9=-750/137,6-8=510/135 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL'=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33- 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s)1,11,12,9,8. 7)This truss is designed in accordance with,the 2018 International Residential Code sections R502.11.1 and R802.10.2 and �F N E referenced standard ANSI/TPI 1. 8)Contractor and/or fabricator-to verify loadings and dimensions prior to fabrication. Q�JPN Gq/�C/ * § rtu �! C1 ) W N�OA �0.080091 ROFes s�oNP September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1`4II-7473 rev.5/19r2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must 4edfy the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see, ANSUTPI1 Quality Criteria,DSB-09 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job: Truss Truss Type Qty Ply Monsour 147981092 B211051 MV2 GABLE 1 1 Job Reference o tional Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:22 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-U IfVlYa9sstTMMLmNVg6weiPuarDUyh7TpR6sSybktt 10-4-8 20-9-0 10-4-8 104-8 4x4= Scale=1:39.7 3 7.00 12 2x4 I I 2x4 11 2 4 10 11 5 1 _ v v 9 -R 0 0 4x4 i 9 8 7 6 4x4 2x3 II 2x3 11 3x4= 2x3 11 20-9-0 . 2090 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Udefl L/d PLATES. GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.68 Vert(LL) n/a - n/a 999 MT20 166/123 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.21 Vert(CT) n/a . n/a 999 TCDL 10.0 Rep,Stress Incr YES WB 0.35 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 BCDL' 10.0 Code IRC2018/TPI2014 Matrix-S Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT.CHORD 2x4 SPF 165OF 1.5E. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SPF-S Stud REACTIONS. All bearings 20-9-0. (lb)- Max Hori 1=105(LC 9) Max Uplift All uplift 100 lb or less at joints)1,5 except'9=142(LC 10),6=142(LC 11) Max Grav All reactions 2501b or less at joint(s)except 1=355(LC 16),5=355(LC 17),8=292(LC 17),9=1125(LC 16),6=1125(LC 17) - FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP.CHORD 2-3=-288/98,3-4=-288/87 WEBS 3-8=256/2,2-9=969/191,4+6=-969/191 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust).Vasd=9lmph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except Qt=lb) 9=142,6=142. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802:10.2 and OF.N Ei , referenced standard ANSI/TPI 1. V_y 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. Q N GA14 O CO W m W �0•08009 A9_ ES SI ONP�. September 21,2021 -®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameter's and properly Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ivi iTek" - is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see• . ANSIrrPN Quality Criteria,DSB-69 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 - Chesterfield,MO 63017 Job PUS 1s Truss Type Qty Ply Monsour 147981093 B211051 V3 GABLE 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, BA30 s Aug 16 2021 Mi rek Industdes,-Inc. Mon Sep 2012:08:23 2021 Page 1 ID:GzlriQnl5YfLYXd3x8RoSfzgYgR-yUDtzubndA?KzVwywCBLSrEed—DODRxGhTAfOuybkts 8-4-8 16.9-0 B-4-8 - B-4-8 4x5= Scale:3/8"=l' 3 7.00 12 2x3 11 2x3 11 2 4 9 10 5 1 v v 4 .4 0 0 3x4 fi 8 7 6 3x4 Z 2x3 II 2x3 II 5x5= 16-9-0 16-9-0 Plate Offsets(X,Y)— 16:0-2-8,0-3-01- LOADING (psf) SPACING- 2-0-0- CSI. DEFL. in (lop) 11def1 L/d PLATES• GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.42 Vert(LL) n/a ' n/a 999 MT20 1691123 (Ground Snow=60.0) Lumber DOL. 1.15, BC 0.09 Vert(CT)-, n/a n/a 999 TCDL 10.0 Rep Stress Incr YES W6 0.22 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code'IRC2018/TPI2014 Matrix-S Weight:48lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD '2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF-S Stud _ REACTIONS. All bearings 16-9-0. (lb)r- Max Harz 1=-84(LC 6), Max Uplift All uplift 1001b or•less atjoint(s)1;5 except 8=-109(LC 10),6=-108(LC 11) Max Gray. All reactions 250 lb or less at joint(s)except 1=257(LC 16),5=257(LC 17),7=387(LC.17),8=898(LC 16),6=897(LC 17) FORCES. (lb)-Max.Comp./Max:Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-279%79,34=279/74 WEBS 3-7=317/12,2-8=792/147,4-6=-792/147 . NOTES- ,(8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust),Vasd=91 mph;TCDL=3.0psf;BCDL=5.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantileveir left and right'exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33' 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Ezp.;Ce=1.0; Cs=1.00;Ct=1.10 ' 3)Unbalanced snow loads have been considered for this design. " 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,5 except(jt=lb) " 8=109,6=103. OF 'NEB, 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. N GAA? 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. CO �Q -LWL NCO 0 8 009N AR�FES.S1�NP� September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTek1D connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ITe Ks . is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery;erection and bracing of trusses and truss systems,see ANSM111 Quality Criteria,DSB•89 and SCSI Building Component 16023 Sxingley Ridge Rd - - safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Monsour 147981094 8211051 MV4 GABLE 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 2012:08:23 2021 Page 1 ID:Gzirl Qnl5YfLYXd3x8RoSf7gYgR-yU D tzubndA?KzVwywCB LSrEgE_DwDSUGhTAfOuybkts 64.8 12-9-0 64-8 6.4-8 3x4= Scale=1:24.5 3 7.00 F12 2x3 II 2x3 II 4 2 5 1 ov o 3x5 i 7 6 3x5 2x3 I I 2x3 I I 12 9-0 12-9-0 Plate Offsets(X,Y)- (3:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 4 10) Plate Grip DOL 1.15 TC 0.32 Vert(LL) n/a n/a 999 MT20 169/123 (Ground Snow 6 Lumber DOL 1.15 BC 0.12 Vert(CT)' n/a n/a 999 TCDL 0.0 Rep Stress]nor .YES WB 0.19 Horz(CT) 0.00 5 n/a n/a BCLL 0:0-BCDL Code IRC2018frP12014 Matrix-S Weight:34 lb, FT=20% 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E. . TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF-S Stud REACTIONS. All bearings 12-9-0. (lb)- Max Horz 1=-63(LC 6) Max Uplift All uplift 100 Ib or less at joint(s)7,6 Max Gray. All reactions 250 lb or less at joint(s)except 1=340(LC 16),5=340(LC 17),7=776(LC.16),6=776(LC 17) FORCES'. (lb)-Max.Comp./Max.Ten.-All forces 250.(lb)or less except when shown. WEBS 2-7=-6651118,4-6=665/11'7 NOTES- (8) 1)Wind:ASCE 7716;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.0psf;h=25ft;Cat.II;Exp B;Enclosed; , MWFRS(envelope)gable end zone;.cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE.7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing.' . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfrPI 1. �F NE(:�j 8)Contractor and)or fabricator to verify loadings and dimensions prior to fabrication. GARc�9 t r,� r- a . . T_ 0 i, W mLu �0.:080�91' . 9�FEs.si oNP� September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 BEFORE USE. Design valid for use onlywdh MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component;not • a truss system.Before use,the building designer must Verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing - MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery;erection and bracing of trusses and truss systems,see ANSIR1?I1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qly Ply Monsour 147981095 B211051 MV5 Valley 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:24 2021 Page 1 ID:Gzl rlQnl5YfLYXd3x8RoSfzgYgR-QgnFAEbPOT7BbfU BUwia?3nntOYUyw6Pw7wCwLybktr 44-8 8-9-0 _ 4-4-8 44-8 Scale=1:18.0 44= 2 TOO FIT 3 1 0 '4 0 0 4 2x4 i 2x3 11 2x4 Q 8.8-9 8-Q-0 843-9 0 7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 46.2 10) Plate Grip DOL 1.15 TC 0.52 Vert(LL) n/a n/a 999 MT20 169/123 (Ground Snow 6 0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) - 0.00 3 n/a n/a BCDL 10.0 BCLL 0.0 Code IRC2018/TPI2014 Matrix-P Weight:22 lb FT=20% LUMBER. BRACING- TOP CHORD 2x4 SPF 1650F'1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS . 2x4 SPF-S Stud REACTIONS. (size) 1=8-8-2,3=8-8-2,4=8-8-2 Max Horz 1=41(LC 9) Max Uplift 1=-33(LC 10),3=38(1_C 11) Max Grav 1=387(LC 16),3=387(LC 17),4=445(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 24=-349/47 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115rfiph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber D_OL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DO_L=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; CS=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 6)Provide mechanical connection.(by.others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. OF NEty Y GgRc�9 O CO * 44 r- k r Cr �L w .0800 9�FES.S%ONA September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE. ° Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see - ANSVTP11 Quality Criteria,DSB-.89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from.Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Monsour 147961096 8211051 MV6 Valley 1 1 Job Reference o tionat Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:25 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-utLdOac18nF2Dp3L2dDpXGK3FouYhOsZ9nfmTnybktq 2-4-8 4-9-0 ' 24-8 2-4-8 2 3x4= Scale=1:9.6 7.00 12 3 1 g v .o 2x4 i 2x4 Z 0 pr7 4-9-0 0 7 - 4-8-9 . Plate Offsets(X,Y)— [2:0-2-0,Edge) LOADING (psf) TCL 46.2 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Ground Snow=60.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.16 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB .0.00' Horz(CT). 0.00, 3 n/a n/a BCDL 10.0 Code IRC20181r.P12014 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing.directly applied or 4-9-0 cc purlins. BOT CHORD- 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-8-2,3=4-8-2 Max Hori 1=-20(LC 6) Max Uplift 1=-16(L'C 10),3=-16(LC 11) Max Grav 1=265(LC 16).3=265(LC 17), FORCES. (lb) Max.Comp./Max.Ten.-All forces 250(lb)or,less except when shown. NOTES- (8) 1),Wind:ASCE 7-16;Vult4l5mph(3-second gust)Vasd=91rnph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;.end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.6 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding'100 lb uplift at joints)1,3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. - - - 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. F NE�,y Y GAR��q cc N�oA �0 080o9-. R�FES SI0%4 September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5179/2020 BEFORE 115E. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,note - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into lheoverall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with,possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 16023 SWingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 - Chesterfield,MO 63017 - Job Truss Truss Type Qty Ply Mon sour 6211051 R MOD.QUEEN q 1 147931097 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:26 2021 Page 1 I D:GzlrlQn 15YfLYXd3x8 RoSfzgYgR-M3vObwdgvSNvgzeXcLk24Us4F B 8-Qg RiORPJ7Dybktp 3-11-1 9-0-4 15-0-8 20-6-12 26-1-15 30-M 1-5 3-11-1 5-7-3 5� 5-0-4 5-7 3 44-9 10. 5x6= Scale=1:62.1 5 3x4 3x5 i 3x5 r 4 6 3x4 O 7.00 12 3 7 cc 5x6 i 6x6 2 8 3x4 11 1 3x6 Q 9 10 19 16 15 14 13 12. 11 3x4 11 3x4 11 5x5,= 6x8= 3x5- 46= 3-0-8 6-3-2 15-0-8 23-9-14 30-6-8 _ 3-0 8 2-8-10 8-9-6 8-9-6 6-8-10 Plate Offsets(X,Y)- [9:0-0-14 0-1-8] [13:0-4-0 Edge]' LOADING (psf) TCL 46.2 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Ground Snow=60.0) Plate Grip DOL' 1.15 TC 0.72 Vert(LL) -0.10 13-14 >999 360 MT20 '1691123 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.22 13-14 >999 240 SCLL 0.0 Rep Stress Incir YES rWB 0.75 Horz(CT) 0.05 '11 n/a n/a BCDL 10.0 Code IRC2018rrP12014 Matrix-MS Weight:137 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E, TOP CHORD Structural wood sheathing.directly applied or 4-2-0 cc purlins, BOT CHORD 2x4 SPF 165OF 1.5E except end verticals. WEBS 2x4 SPF-S Stud*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. 4-13,5-13,6-13,8-11:2x4 SPF-S No.2,1-16,9-11:2x6 SP No.2 WEBS 1 Row at midpt - 4-14,4-13,6-13,8-11 REACTIONS: (size) 11=0-5-8,15=0-5-8 Max Horz 15=-203(LC 6) Max Uplift 11=-137(LC 11),15=-140(LC 10) Max Grav, 11=1951(LC 18),15=2262(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4/299,2-4=950/95,4-5=-14B2/173,5-6=1581/159,6-8=-2265/18b,8-9=-342/58, 9-11=-474/86 BOT CHORD 13-14=75/1156;12-13=-25/1749;11-12=100/1860 WEBS 2-14=3/1275,4-14=-1065/86.4-13=-237/253,5-13=-77/765,6-13=978/185'. 6-12=16/279,8-11=-2188/118,2-15=i-2109/137 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;,Pf=46.2 psf(Cum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;C4=1:10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs �! �F. NEW y non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurient with any other live loads. G 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)- 11=137,15=140. 7)This truss is designed in accordance with the 2018 International Residential Code section's R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. r %. 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. LU d Cc t1J 1� fit..;:"-•v-d Z (P�� v A9�FES SI ONP September 21,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.51192020 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage.'For general guidance regarding the - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 2.0601 - Chesterfield.MO 63017 Job Truss Truss Type Qty Ply Monsour ' 147981098 B211051 RG GABLE 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 2012:08:27 2021 Page 1 I D:GzlrlQ n 15YfLYXd3x8RoSfzgYgR-rFTOo Fe lgOVm S7 Dj92FHdhPN2bV59BYsc5Mfybkto 15.0.8 30-6-8 FIX 15-0-8 15-6-0 -10 4x4— Scale:W16"=1' 10 2x4 11 2x4 11 2x4 I I 9 11 2x4 II 2x4 11' 3x4 G 8 12 2x4 I I 13 3x4 7.00 12 2x4 II 6 7 14 2x4 11 oi 2x4 II 5 15 2x4 II 16 2x4 11 4 2x4 11 2x4 II 3 17 2x4 II3x5 3x4 i 2 1 18 1920 101 al I 38 37 36 3x4 II 3x4 11 35 34 33 32 31 30 29 28 27 . 26" 25 24 23 22 21 5x5= 3-6-8 30-M 3-6-8 - 27-M 'Plate Offsets(X,Y)— [19:0-0-14,0-1-81,[29:0-2-8,0-3-01 LOADING (psf)' SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES- GRIP TCLL' . 46.2 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.00 34-35 >999 360 MT20 169/123 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.43 Vert(CT) 0.01 34-35 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.50 Hori(CT) -0.01. 21 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC20181rP12014 Matrix-R Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc purlins, BOT CHORD 2x4 SPF 1650F 1.5E. except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. - OTHERS 2x4 SPF-S Stud''Except' WEBS 1 Row at midpt 10-29,9-30,11-28 10-29.9-30.11-28:2x4 SPF-S No.2 REACTIONS. All bearings 27-0-0 except(jt=length)35=0-5-8. (lb)- Max Horz 34=-203(LC 8) Max Uplift All uplift 100 lb or less at joint(s)30,31,32,33,34,28,27,26,25, 24,23,35 except 21=-243(LC 9),22=-195(LC 6) Max_ Grav All reactions 250 Ib or less atjoint(s)21,34 except 21=286(LC 16), 29=412(LC 22),30=423(1-C 17),31=389(LC,17),32=360(LC 17),33=302(LC 17). 28=419(LC_18),27=388(LC 18),26=369(LC 18),25=270(LC 18),24=267(LC 1),_ 23=269(LC 18),22=424(LC 21),35=732(LC 17) FORCES'. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. - TOP CHORD 2-3=-16/280,7-8=25/256,8-9=-39/272,9-10=-54/272,10711=-64/277,11-12=-77/291, 12-13=-87/278,13-15=-98/271,15-16=111/275,16-17=1351286,17-18=-151/292, 18-19=-219/345;19-21=-263/169 WEBS 10-29=372/15,9-30=384/54,6-$1=-345/70,7-32=-333/65,3-36=364/78, 11-28=379/59,12-27=-348/68,13-26=329/65,18-22=-283/129 - NOTES- (12) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end.vertical left and right exposed;Lumber DOL=1.33 plate OF.N E grip DOL=1.33 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 Gq/4 O Gable End Details as applicable,or consult qualified building designer-as per ANSI/TPI 1. P �JP 3)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 * (+ r 4)Unbalanced snow loads have beeri considered for this design. r- 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs n „ W non-concurrent with other live loads. m `•' W 6)All plates are 2x3 MT20 unless otherwise indicated. ZN ,'�sysusz—`� 7)Truss.to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 DO. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)30,31,32,33, 0_ 34,28,27,26,25,24,23,35 except Qt=lb)21=243.22=195. 11).This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and September 21,2021 ontNtW099AMridand ANSIIrPI 1: ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe K� is always required for stability and to prevent collapse with,possible personal injury and,property damage.For general guidance regarding the". fabrication,storage,delivery;erection and bracing of trusses and truss systems,see . ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Svingley Ridge Rd Safety Information available from.Truss Plate Institute,2670 Crain Highway,Suite,203 Waldorf,MD 20601 -•chesterfield,MO 63017 - Job rRG ss Truss Type Qty Ply Monsour 147981098 B211051 GABLE 1 1 Job Reference o tioilal Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:27 2021 Page 2 12)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. ID:GzlflQ nl5YfLYXd3x8RoSfzgYgR-rFTOoFe IgOVmS7 Dj92FHdhPN2bV59BYsc58 tXfybkto A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. ' Design valid for use onywith MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component;not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall - building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members ony.Additional temporary and permanent bracing - M ITek' Is always required for stability and to prevent collapse with,possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrPI1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Svingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss Truss Type Qty Ply Monsour 147981099 B211051 RH ' MOD.QUEEN 10 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8:430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:28 2021 Page 1 - ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-JS 1 mObewRied4HowjlnW9vyQd?pxueg?duQ36ybktn 3-11-1 , 9-6-4 15-0 8 20-6-12 26-1-15- 30-6-8' 15 Q 3-11-1 5-7-3 5 6 4 5� 5-7-3 4-4-9 a I 5x6= Scale=1:62.1 5 3x4,3x5 i 3x5 Q 4 6 3x4 7.00 12 3 7 oc 7x6 i 7x6 O 2 8 3x4 I I 3x6 1 9 10 15, 14 13 12 11 48= 3x5= 6x8— 3x5= 5x6= 632 15-0-8 23-9-14 30-6-8 6-3-2 8-9-6 8-9-6 - '6-B-10 Plate Offsets(X,Y)— [9:0-0-14;0=1-8),[13:04-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES. GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.73' Vert(LL) -0.13 12-13 >999 360 MT20 169/123 (Ground Snow 60.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.27 12-13. >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.51 Hort(CT) 0.09 11 n/a n/a BCLL 00 . Code-IRC2018/TP12014 Matrix-MS . Weight:138 lb FT.=20% BCDL 10.0 'LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, BOT CHORD 2x4 SPF 165OF 1.5E. except end verticals. WEBS 2x4 SPF-S No.2`Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-14,4-14,6-12,8-12:2x4 SPF-S Stud,1-15,9-11:2x6 SP No.2 WEBS 1 Row at midpt 4-13,6-13;2-15,8-11 REACTIONS. (size) 15=Mechanical,11=0-5-8 Max Horz 15=-203(LC 8) Max Uplift,15=-124(LC 10),.11=-147(LC 11) Max Grav 15=2002(LC 17),•11=2138(LC 18) FORCES. (lb) Max.Comp./Max.Ten.-All farces 250(lb)or less except when shown. TOP CHORD 2-4=2424/184,4-5 1942/190,5-6=1942/188,6-8=-2551/195,8-9=-361/59, 9-11=486/87 BOT CHORD 14-15=-186/1889,1 3-1 4=-1 2511960,12-13=-48/2018,11-12=-111/2078 WEBS 4-13=-879/178,5-13=-94/1230,6-1 3=952/l 84,2-15=-2465/152,8-11=-2455/131 NOTES- (9). 1j Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.0psf;BCDL=5.Opsf;h=25ft;Cat.11;Exp B;Enclosed; - MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate - grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum 0OL=1A5 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp:;Ce=1.0; Cs=1.06;Ct=1.10 3)Unbalanced snow loads have been considered for this design.' 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. " OF N E 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Refer to girder(s)for truss to truss connections. Q .. Pt`1 GiqRC; ` 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jt=1b) 15=124,11=147. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and * (! referenced standard ANSI/TPI 1. r 1 9)Contractor and/or fabricator to Verify loadings and dimensions prior to fabrication. n t ; W S^ t11 O,080091 v - Aq�FES.SI�NP , September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/1912020 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the'overall r�A building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IV iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the - . . fabrication,storage,delivery,erection and bracing of trusses and truss systems,see . ANSIrTFI1 Quality Criteria,DSB769 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 - _ - Chesterfield,MO 63017 ' Job Rruas Truss Type Qty PlyMonsour 147981100 B211051 V1� GABLE 1 1 - . Job Reference o tional Harvest Homes Inc., Delanson,NY-12053,, .8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:29 2021 Page 1 ' ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-nebBDxfYCOmUhQN6HTIli6UdTPFPdB6B4PdzcYybktm 9 10.8 19-M . .9-10-8 9-10-8 45= Scale=1:37.8 3 7.00 12 2x4 II 2x4 11 2 4 . .. 10 - 11 5 o 3x5 i. 9 8 7 6 3x5 2x3 11 2x3 11 3x4= 2x3 11 19-9-0 19 9-0 LOADING'(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud _ PLATES GRIP TCLL 46:2 Plate Grip DOL 1.15 TC .0.59. Vert(LL) n/a n/a 999 MT20 169/123 (Ground Snow=6 10) Lumber DOL 1.15 BC 018 Vert(CT) n/a - n/a 999 TCDL 10.0 " Rep Stress Incr YES WB 0.30 Horz(CT) 0.00 - 5 n/a n/a":- BCLL 0.0 Code IRC20181TPI2014" 'Matrix-S Weight:'58 lb FT=20% BCDL 10.0 . LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD, Rigid ceiling directly applied.or 10=0-0 oc bracing. OTHERS 2x4 SPF-S Stud .REACTIONS. All bearings 19-9-0. (lb)- Max Horz 1=-100(LC 6) Max Uplift' All uplift 100 lb or less at joints)1,5 except:9;133(LC 16),6=-132(LC 11) Max Grav All reactions 250 lb or less at joint(s)except 1=332(LC 16),5=332(LC 17),8=321(LC 17),.9=1064(LC .16),6=1064(LC 17) FORCES. (lb) Max.Comp./Maio.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-285/93,374=285/82 WEBS 3-8=-275/3,2-9=922/179,4-6=-922/179 NOTES- (8) 1)Wind:.ASCE 7-16;Vuit=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.lit;Exp B;Enclosed; , MWFRS(envelope)gable end zone;-cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:,ASCE 7-16;Pg=60.0 psf;Pf=46.2.psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to.bearing plate capable of withstanding 100 lb uplift atjoint(s)1,5 except(jt=lb) 9=133,6=132. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and �! OF- NE(i�/Y referenced standard ANSIrl-PI 1. 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. N Gq 0 w v 9bFESSIoi P September 21,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MTek®connectors:This design Is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability,of design parameters and propedy inoorporale this design into the overall ' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW fabrication,required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the - - fabrication,storage,delivery:erection and bracing of trusses and truss systems,see- . ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Sxingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 . Job Truss Truss Type Qty- Ply Monsour 147981101 B211051 RV2 GABLE 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08:29 2021 Page 1 I D:Gzl rlQn l5YfLYXd3x8RoSfzgYgR-neb8DxfYCOm UhQ N6HTIli6UhxP G4d9h84PdzcYybktm 7-10-8 15-9-0 7-10-8 7-10-8 4x6= Scale=1:30.3 3 7.00 12 2x3 I I 2x3 I I 2 4 9 10 5 1 4 R 0 3x4 i 8 7 6 3x4 2x3 I I 2x3 I I 2x3 I I 15-9-0 15-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL 46.2 Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a n/a 999 MT20 169/123 TCDL 10)0.0(Ground 6 Lumber DOL 1.15 BC 0.07 Vert(CT) rue n/a 999 CDL 1 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 5 n/a n/a BCDL 0.0 BCDL 10.0 Code IRC2018frP12014 Matrix-S Weight:44 lb . FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF-S Stud REACTIONS. All bearings 15-9-0. (lb)- 'Max Horz 1=-79(LC 6) . Max Uplift All uplift 100 lb or less at joints)1,,5 except 8=102(LC 16),6=-102(LC 11) Max Grav All reactions 250lb or less atjoint(s)1,5 except 7=403(LC 1),8=848(LC 16).6=848(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-278/75,3-4=278/75 WEBS 3-7=328/18,2-8=754/139,4-6=-754/139 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph:TCDL=3.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TOLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1,00;C(=1.10 - 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has.been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)1,5 except(jt=lb) 8=102,6=102. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. �F NE�j 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. GAR y0 � ' T n I W 0,08009... AROFes.s►0AV September 21,2021 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.6/1912020 BEFORE USE. _ Design valid for use onlywith MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPII Quality Criteria,DSB-69 and SCSI Building Component 16023 Sxingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601. Chesterfield,MO 63017 Job Truss TGABLE pe Qty Ply Monsour '147981102 8211051 RV3 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 20 12:08:50 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR-FgBWRHgAzJuLJaylrAp_EK1 umpcyMdel I3NXBybktl 5-10-8 _ 11-9-0 5-10-8 5-10-8 3x4= Scale=1:22.7 3 7.00 12 2x3 II 42x3 11 2 5 1 O °o 0 -7 6 3x4 i 2x3 II 2x3 II 3x4 11-9-0 11-9-0 Plate Offsets(X,Y)— [3:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP (Ground Snow6 TCLL 4 10) - Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 169/123 - Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 BCDL 10..0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 5 n/a h1a BCLL 0.0 BCDL 10.0 Code IRC2018/TPI2014 Matrix-S Weight:31 lb FT=20% ' LUMBER- BRACING- TOP CHORD- 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SPF.1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SPF-S Stud REACTIONS. All bearings 11-9-0. (lb)- Max Horz 1=57(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,6 Max Grav All reactions 250 lb or less at joint(s)except-1=318(LC 16),5=318(LC 17),7=691(LC 16),6=691(LC 17) FORCES'. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-589/105,4-6=589/103 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.0psf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)7,6. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. OF NE� 8)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. C9�P ,t r v CL. n .i it LU i� RoFEs st oNP September 21,2021 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119R020 BEFORE USE. ° Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the _ fabrication,storage,delivery;erection and bracing of trusses and truss systems,see . ANSUTP.11 Quality Criteria,DSB-89 and BCSI Building Component 16023 Sxingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Job Truss JTruss Type Qty Ply Monsour 147981103' B211051 RV4 Valley 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-12053, 8.430 s Aug 16 2021 MiTek Industries,Inc. Mon Sep 2012:08.31 2021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgRj1 ivedhokdOCxkXUOuKDnXZ1MCxV555RXj64gRybktk 3-10-8 7-9-0 3-10-8 3-10.8 Scale:3/4"=l' 4x4= 2 7.00 12 3 LLI 'R g o 0 4 2x4i 2x3 II 2x4 i 0 7 7-9-0 7 7-8-9 LOADING (pso SPACING- 2-0-0. CSI. DEFL. in ((cc) Udefl L/d PLATES GRIP TCLL -46.2 Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a n/a 999 MT20 169/123 (Ground SnoW=60.0) Lumber DOL 1 A5 Be 0.08 Vert(CT) nla Na 999 TCDL 10.0 Rep Stress Incr , .YES WB 0.08 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IRC20181TPI2014 Matrix-P Weight:19 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF-S Stud REACTIONS. (size) 1=7-8-2,3=7-8-2,4=7-8-2 Max Horz 1=36(LC 7) Max Uplift 1=-29(LC 10),3=33(1_C 11) Max Grav 1=330(LC 16),3=330(LC 17),4=387(LC 1) FORCES. (lb)-Max.Comp./Max.Ten,-All forces 250(lb)or less except when shown. WEBS 2-4=-304/41 NOTES- (8) 1)Wind:ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BCDL=5.0psf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:'ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.16 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing: 5)This truss has.been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection(by others)of truSS46 bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and - referenced standard ANSIrrPI 1. 6)Contractor and/or fabricator to verify loadings and dimensions prior to fabrication. ��.oF NEI;�Y - co�P n '1 w z N�4. `NO•'08009 A,4OFES.SIo\A' September 21,2021 ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/192020 BEFORE USE. Design valid for use only with MiTek®connectors,This design Is based only upon parameters shown,and is for an Indvidual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members onty.Additional temporary and permanent bracing MireW- _ is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabdcaflon,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPI1 Quality Criteria,DSB-89 and BCSI Building Component Swingley Ridge Rd Safety Information available from Truss Plate Institute,2570 Crain Highway,Suite 203 Waldorf,MD 20601 - Chesterfield,MO 63017 Job Truss Truss Type City Ply Monsour 147981104 B211051 RV5 Valley 1 1 Job Reference(optional) Harvest Homes Inc., Delanson,NY-.12053, 8.430 s Aug 16 2021 MTek Industries,Inc. Mon Sep 20 12:08:312021 Page 1 ID:GzlrlQnl5YfLYXd3x8RoSfzgYgR j1 ivedhokdOCxkXUOuKDnXZ6VCyo56MRXj64gRybktk 1-10.8 .3-9.0 1-10.8 1-10-8 2 3x4= Scale=1:8.2 7.OD 12 3 1 . rQ O 2x4 i• 2x4 Q 3-8-9 3PO 3-8-9 0 7 Plate Offsets(X,Y)— [2:0-2-0,Edge]' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES. GRIP TOLL- 40 Plate Grip DOL' 1.15 TC'_ 0.05' Vert(LL) n/a n/a 999 MT20 1971144 (Ground Snow=6 10) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB .0.00 Horz(CT), 0.00 3 n/a n/a BCLL. 0.0 Code IRC2018/r1312014 Matrix-P Weight;8 lb 'FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHDRD- 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3-9-0 cc purlins. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid'ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 1=3-8-2,3=3.8-2 Max Hori 1=14(LC 8) Max Uplift 1=-11(LC 10),3=11(LC 11) Max Grav 1=187(LC.16),3=187(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES (8) 1)Wind: . ASCE 7-16;Vult=115mph(3-second gust)Vasd=91mph;TCDL=3.Opsf;BC L=5.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber 001_=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-16;Pg=60.0 psf;Pf=46.2 psf(Lurn DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Partially Exp.;Ce=1.0; Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord'bearing: 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)Provide mechanical connection.(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,3. 7)This truss is designed iri accordance with'the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. 8)Contractor and/or fabricator to verify,loadings and dimensions prior to fabrication. OIF NEIN nLU „ W N��o 'Oov, 08 0091'' R�FES.$1�NA� September 21,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.5/192020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' . . is always required for stability and to prevent collapse with,possible personal injury and property damage.For general guidance regarding the - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see . ANSI/rPl1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ftgs not to scale) Failure t0 FOIIOW Could Cause Property ' 4 offsets are indicated. (Drawings Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For c1-2 - c2-3 wide truss spacing,individual lateral braces themselves 0-11611 may require bracing,or alternative Tor I o WEBS 0) 44 bracing should be considered. �O �i,� 3. Never exceed the design loading shown and never _ C3 �� O stack materials on inadequately braced trusses. U a = CL " d 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and For 4 x 2 orientation,locate ~ 07-8 Csa C5-6 all other interested parties. plates 0- 'lid'from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place.plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/rPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT, the environment in accord with ANSIIrPI 1. 'Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERSILETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and LATERAL BRACING LOCATION in all respects,equal to or better than that specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling.is installed,unless otherwise noted. BEARING section 6.3 These truss designs rely on lumber values established by Others. 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards' 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing'pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. 20:Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSIITPI 1 Quality Criteria. Guide to Good Practice for Handling, MiTek Installing&Bracing of Metal Plate or oche design does not take into account any dynamic g MiTek Engineering or other loads other than those expressly stated. Connected Wood Trusses:' 9 g Reference Sheet:MI rev.5/19l2020