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RC-0434-2022 Office Use Only PRINCIPLE STRUCTURE ti -�jZZ PERMITAPPLICATION Permit#: �C'y�� f Permit Fee: Town of Queensbury 742 Bay Road,Queensbury, NY 1280 *Rec Fee:$ a P:518-761-8256 www.queensbury.n �- d Invoice#:UL I i I Flood Zone?&LV Reviewed By: TOWN OF Ql.� ,J�7�-a c E LE.r c Project Location: i�o.5 - 1— 3 Tax Map #: Subdivision Name: *TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling units:single family,duplexes/two-family, multiple family, apartments, condominiums,townhouses,and/or manufactured &modular homes, but not mobile homes.This is in addition to the permit fee(s). PROJECT INFORMATION: Residential Commercial, Proposed Use: f Single-Family: Two-Family Multi-Family(#of units: ) 1. ✓`Custom 2. ,Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) Townhouse Garage (#of cars ) Business Office Retail ' Hotel/Motel Industrial Heated Warehouse/Storage Building Unheated Warehouse/Storage Building Amusement Ride Other(describe: ) MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: I'floor: I T1 1n floor: 5 a nd IUOA1�1'IV 1�1C�.5i°AC�. q90) 2"dfloor: ��Q® 2 floor: 3rd floor: Z.I=P 0 Total square feet: 1-5 q�P Basement(habitable space): I (0-1 b Total square feet: �q��o Principle Structure Packet Revised March 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ �-q S� ►0 0 0 2. Proposed use of the;building: I 0 f. Q`I A-t-- •H d M G 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: `/ Gas Oil Propane Solar Other: f'-1 126 PL�46C- (Fireplaces need a separate Fuel Burning Appliances&,Chimney Application, one perappliance) 5. Are there any structures not shown on the plot plan? YES 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? b. Is this a corner lot? YES ✓ ' NO c. Will the grade be changed as a result of the construction? ✓ YES NO d. What is the water source? ✓ PUBLIC PRIVATE WELL . e. What type of wastewater system is on the parcel? SEWER ✓ 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. 1 certify that the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 local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I,or my agents,will obtain a certificate of occupancy. 5. 1 also understand that I/we are required to provide an as-built survey by a NYS licensed land surveyor of all newly constructed facilities prior to issuance of certificate of occupancy. I have read and agree to the above: PRINT NAME: V-1 Q S l-r -�J SIGNATURE: DATE: -7 I ' ZG2—Z Principle Structure Packet Revised March 2022 1 I CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): V 6v(51-0efM 6#QT. LL C- Mailing Address, C/S/Z: W 121 D 000 Cook, 0-veEN96Vf-L4{ LAJ )?-o4 . Cell Phone: _( 51'b ) -1 q(.- 6 5"d Land Line: AfA Email: �2&,4-+fy► H @ Qvn6l- cu-� • Primary Owner(s): Name(s): T)-k /-W D 1r31 a MAS F'a nTvES E Mailing Address, C/S/Z: 2-11 D1 G BA-tl RoPD ; aA)KNSl3L))q-V1 , Ny ITe�04 Cell Phone: ( q13 ) (0 3 y - 3 9 r Land Line: AA— Email: k �rr�'t�� a►�rn c . Cz�'� ❑ 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): ekAVZLES 12. F-r-ACDMA,N SXc-A-vA-nsy6-, i NG• Contractor Trade: S I T-r- wo2K Mailing Address, C/S/Z: i ntol?T-hl 5vv2 i:1;T, rAv Dse11l Cell Phone: 61 k) 3 U''I - 11 LJ 8, Land Line: (�`� ) y"� J 931 I Email: iouv--9-- &-FAeJnia-inexCaVccfi2J. ceyy) "Workers' Comp documentation must be,submitted with this aaalication" • Architect(s)/Enainegdg Business Name: M.t LL1v 1- P"t, -M S Contact Name(s): '5, fl C 6 M 1 aV,F-_ - _ _ Mailing Address, C/S/Z: 10 F:;o5pC-C-" 91-P-EE-r, WAV-V-CNS' 15VQG-, Mil 1zrkS- Cell Phone: A 51l ' ) Z 2- -1y Gq Land Line: NA ) Email: StimiIIf 015 i� n!, C- ,p. ,rr,covn Contact Person for Compliance in regards to this project: S �A7Tt=1�6 Cell Phone: f( )1 b )-I cI 6 - q�50 Land Line: NA ) Email: �0.+fi-eh b`{ 0 c1 wai I • G7W► r Principle Structure Packet Revised March 2022 • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): _'Orom Contractor Trade: FR 0 D U CT10 N D 9 i[WA LL- Mailing Address, C/S/Z: W,I AJ! q (AiV' s C LE NS F/Q tzz , iy q l ZIb O.-S .Cell Phone: ( 51 ) 30 — 3 g 9 01 _ _ Land Line: Email: • Contractors Workers' Comp documentation must be submitted with this application Contact Name(s): cl ESS 1 CA K YA IN/ Contractor Trade: "66ZMALi,U1 UOUez Mailing Address, C/S/Z: i L4 q p(,4 n� J?CO q-O , U t r7zZ rJ ,PA n ki IA/ Cell Phone: 3 1 6t 5q Land Line: AA- Email: I eSs: l ail , trN &I �rr� • c-t�-r� V_ • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:„ ( ) Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:�_) Land Line: Email: • Contractor(s):Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:�_) Land Line: Email: Principle Structure Packet Revised March 2022 CHECKLIST--SINGLE FAMILY Project Location: Z� CANS i';5L'r' (A)vrr,- REQUIRED—3SEfS 1. Building Permit application, completed YES NO N/A 2. Energy Code inspector's report from ResCheck, completed &signed 3. Septic alteration application, if applicable ✓' 4.Solid fuel burning or gas insert appliance form(s), if applicable ✓ 5. Driveway permit, if applicable 6. Structural drawings(3 SETS), including: a. Floor plans b. Foundation plans c. Cross sections d. Elevations e. Window&door schedule f. Natural light,ventilation &emergency egress 7. Plot plan:showing proposed structure(s)with setback dimensions from all surveyed property lines 8. Electrical inspection agency selected 9. Manual S&J ✓ 10. HRV or ERV 11. Kitchen Hood specs, if necessary V CHECKLIST MULTI WELLI '/COMMERCIAL Project Location: NA RfiOUIREDA SETS 1. Bui ng Per it application, completed YES NO N/A 2. nergy ode inspector's report from ComCheck, completed &signed 3. Se is alteration application, if applicable . Solid fuel burning or gas insert appliance form(s), if applicable 5. D ' eway permit, if applicable Struc ral drawings, including: a. Floor plans Zd. ndation plans ss sections Elations ign loads including floor, snow&wind load f. Seismic design g. lans signed and sealed by registered architect or engineer Wig i dow&door schedule . Plot an:showing proposed structure(s)with setback dimensions from all rveyed property lines . Electrical inspection agency selected 9. FINAL AS-BUILT PLANS SUBMITTED ELECTRONICALLY Principle Structure Packet Revised March 2022 Office Use Only Permit#: U2.2 Town ofQucensbury Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.aueensbury.net Invoice#: Flood Zone? Y N Reviewed By: SEPTIC DISPOSAL PERMIT APPLICATION Project Location: Z b CANS 6uv &- LA-N- Tax Map#: RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed?(circle one) 1981-1991 130 Spa or Hot Tub Yes No Installed?(circle one) 1992-Present 110 S ( t 0 S SU PARCEL INFORMATION: Topography Flat Rolling Steep Slope %.Slope Soil Nature Sand Loam Clay Other, explain: Groundwater At what depth? I oZ o Bedrock/Impervious At what depth? i material Domestic Water Supply /Municipal _Well _Lake (if well or lake, water supply from any septic system absorption is ' ft.) Percolation Test Rate: 1-5 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size i 5'CO gallons (min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hottub System Absorption field w/#2 stone Total length aVU ft.; Each Trench ft. Seepage Pit w/#3 stone How many: IVA ;Size: Alternative System Bed or other type: IV4 Holding Tank System Total required capacity? JVA :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 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Cf-[A 1ZUF-S Fa'1 EDilAA PJ 6,ft AyAfi iJ C- ►NG Contractor Trade: EJ 1 T&w dl°lL Mailing Address, C/S/Z: 54 N y a4-A 5-V1 �-tu 0 So ti FA4[/L-S r- Cti/I 1"35 Cell Phone:_( 51 % ) 3 G I - tI Ll$ Land Line: _( IS Email: T�u�I R -F (elmw eicc j cui no ccryn "Workers' Comp documentation must be submitted with this application" • Engineerjs): Name(s): SHA-t,E Mtl-(. E9- , MXL, EC DESI64J- ' Mailing Address, C/S/Z: Ib e V WEc-r STD Cell Phone:_( 61 ) 7qGq Land Line: _( ) Email: SVy\1 l[e,r o W nu cf ^-" Contact Person for Compliance in regards to this project: 04 e21S P�� N Cell Phone:) -LI 5" Land Line: ( AN ) Email: 0A +--RY) (0' vnDL` 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: 1 4—m6r� SIGNATURE: DATE: I ' " Principle Structure Packet Revised March 2022 Office Use Oniv Permit#: Qr-—c4t�k' -2 02 - - Town of Queensbury Permit Fee:$ 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.gueensbury.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location: ZQ� LAWS e,096-..(ANf-- Tax Map ID M 31 (6' 5-1-3 Room of Install: �12 EAR" _Planned Install Date: , WgOX 2 MD FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove Fireplace Insert Fireplace Fuel Fired Equipment(Garage Only, 18" clearance per IMC 304.3) ✓ Fireplace,factory built** (**Manufacturer's name: SIM PI lCe -A1-10E DGLUX Model#: V D-Lla--F3 P0Tl� SOURCE OF HEAT: Wood Coal Pellet - V/Gas CHIMNEY INFORMATION: Masonry(require plans to be submitted): J block brick stone V Flue: tile ✓ steel size, in inches TMaterial*: double-wall triple-wall insulated (*Manufacturer's name: N IZAV e w l Model#:GDV L� 06 ) Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑ Check if all work will be performed by property owner only • installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s)! DENNIS S � i<Fi,L�Contractor Trade: G' E LJ eV VL6 13U►C-D6KS Mailing Address, C/S/Z: Sbb 'DUA-N6S( u&- V-1), �G�-1+c'u c�g7J�� IVt� lZ3�la Cell Phone:_( 519 ) q LfN 1490-1 Land Line: _( 519 ) Email: MA Contact Person for any questions regarding this project: Q)C13 PA-TT E V Cell Phone: r�,�1$ } Z 9 6 LI G S-W Land Line: Email: O cote Y1 N °` GI yr Gl ) - Ctl,-yi ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces &chimneys require plans to be submitted. 4. Twenty-four(24) hour notification is required for inspections. S. Workers'Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements.The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: AlEISS VA �F- SIGNATURE: DATE: -7' I •ZZ Principle Structure Packet Revised March 2022 Town of Queensbury Davin Duell Highway Superintendent Highway 518-761-8212 Department itr *] Mark De Mers 742 Bay Road—Queensbury,NY 12801 Deputy Highway Superintendent Phone: (518) 761-8211 518-761-8210 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: APPLICANT NAME: PA-r-rerJ P)2 U1PE)ei-�-I b(-V Ec o?rv)E T, L,i,L TELEPHONE NO.: S 1 � .1 9 (0 - W(0 5 y ADDRESS TO INSPECT: Vb L,*N S 6u;2C LA��0 RETURN ADDRESS &EMAIL: ZD 1�-i Pot ©0D C'T; pg44-P-✓1 '6J@ qmo. Lccwn Applicant must show exact location and width of driveway(s) to connect 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 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 use (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 De Mers, Deputy Highway Superintendent 1/21/2022 Revised A3A- -zc)�Z Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) Two (2)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 lz� Window 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 Above-grade: 5.7 sq.ft. Grade: 5.0 sq. ft. 24" (h)x 20" (w) minimum 44" maximum height above door Window control devices 24" or less 2"d story or 72" above grade 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 Tz'J� Framing cross section for each roof line, vertical fire stopping every 10' where required/joist spans pg. 127 Ice &snow shield—24"from exterior wall Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width ti Stair run and rise .a-iAAN4>zN _ A Winder run and rise IVIA Spiral stairs meet requirements Smoke detectors—battery backup & proper location, interconnected Bathroom fixtures—proper clearance l 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 Continued on back 4 4 Residential Plan Review Revised October 2021 / 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 14� 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 bulbs 90% 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 f 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 l 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 October 2021 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Plan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved(Engineers and Architects) All wells on property and adjacent properties shown /VO WJ&11� Water line show Municipal well 10'separation to any part of system 3—setback to property lines show 10'or more for any part of system Septic tank nd pump stations 10'fro foundat�50'fromanyWel/la Y'/Wetland 10'from any waterline PLASeptic 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) 1 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 NIA Seepage pit 150'from well 50'from septic tank gJA-seepage Pits 3-times diameter apart 't 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 IqLft-Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Provide Engineer/Architect stamp for bed or design systems IV LA Department of Health Approval for all mobile home park new systems Flood Plain requirements -=-*- 2' above established flood elevation to bottom of system —41�_All tanks anchored or 2' above flood elevation 4 �7 GiBnerated by RE check-.Web Software Compliance Certific' ate a r'! OAF% :g � Cr -� Project Portuese residence - w JOLT 1 Z �� 01 0 Energy-Code: 2fl�8 iECC � QO Location: Glens fulls, New York Ln .� Construction Type: Single-family TOWN OF QUEENSOURY t-' � � .Project Type: New.Construction BfJi!UdPfG 9: CODES '� 3 A Conditioned Floor Area: 4,546 ft2 Glazing Area 26% W Lrl Climate Zone: 6 (7635 HDD) 'p Permit Date: N Permit Number: FILE COPY N ' h N Construction Site: Owner/Agent: eslgner/Contractor: 28.l.ansburg lane tom,portuese shale-miMar- queensbury, ny 28 lansburg lane Mil fer Designs queensbury, ny 19 Prospect street 973-634-3681 WARRENSBURG,New York 12885 15184801054 smilter05@nycap.rr.com s •. - e + .. c - a 'Compliance: 0:40/6'Better Than Code Maximum UA: 477 Your uA: 475 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. {} ,i g c ' e �/ Slab-on-grade tradeoffs are no longer considered in the UA or performanceTdrfirlY U p thq�RE'�e.t 15.Rct Fab-on-grade assembly in the specified climate zone must meet the minimum energy co�B I ti r lR v {u a r,e�uir r ents. Le i �,� 5 � .'i b_, i.J f:_ Revievve� 11 Envelope Assemblies Date: LAI- 1-n Prop.Gross Area Assembly or Cavity Cont. Prop. Ceiling:Flat Ceiling of Scissor Truss 1,778 3&0 0:0 O:D30 0:0n 53 46 front wall:Wood Frame, 16" D.C. 981 21.0 3.0 0.048 0.045 42 39 front door:Solid floor(under 50% glazing) 26 0.300 0.300 8 8 -3060•dh"Vinfframe 1,8 -0.280 0300 5 5 3060 dh:Vinyl Frame 18 0.280 0.300 5 5 3060 dh:Vinyl Frame 18 0.280 0.300 5 5 3060 dh:Vinyl Frame 18' 0.280 0.309 5 5 3030 awn:Vinyl Frame 9 0.280 0.300 3 3 right side: Wood Frame, 16"D.C. 520 21.0 3.0 0.048 0.045 23 21 1660:Vinyl Frame 9 0:280- 0.300.: 3 3 2620'awn:Vinyl Frame 5 0.280 0.300 1 2 2620 awn:Vinyl Frame 5' 0:280 0.300 1 2 3050=2 d .Vinyl Frame 28 0.280 0.300 8 8: Project Title: Portuese residence Report date: 06/16/22 Data filename:. Page I of11 - 9 f Wall rear:Wood Frame, 16"o.c. 11024 21.0 3.0 0.048 0.045 34 32 16086:Glass Door(:over 50%glazing)- 134 Q�280. 0:300- 39 40: 8080 Copy:Glass.Door.(over 50%glazing) 69 0.280.. 0.300- 19 21 8080 Copy,Copy:Glass Door(over 50%glazing) 69 0,.280 0.300 19 21 "3046 ca:Vinyl Frame 14 0.280 nao 4 4 3026 awn:Vinyl Frame 8 0.280 0.300 2 2 3026 awn:Vinyl Frame 8 0.280 0.300 2 2 3026.,.a.wm"Vinyt.frame - 0:280 11300 .2 2 left wall:Wood Frame, 16"o.c. 360 21.0 3.0 0.048 0.045 14 13 pic ca:Vinyl'Frame 45 0.280 0.300 13. 14. 3050-2 dh Copy:Vinyl Frame 28 0.280 0.300 8 8 Basement Wall: Solid Concrete or Masonry Wall height:9.0' 622 21.0 0.0 0.042 0.050 26 31 Depth below grade: 8.0' Insulation depth:9,-0' Basement Wall left: Solid Concrete or Masonry Wall height:9.0' 321 21.0 0.0 0.047 0.050 15 16 Depth below grade: 6.0' Insulation.depth: 9.0' right;lruall:Solid Gvncr�t-e or:Masonry Wall height:9.0' 321 21.0 0.0 0.047 0.050 15 16 Depth below grade:6.0' Insulation depth: 9.0' -_Basemerit-fmst-wa'II::SdTid:Cuncrete-,oT-'Masonry Wall height:4.0' 248 0.0 10.0 0.066 0.050 16 12 Depth.below grade: 4.0' Insulation depth: 4.0' Basement Wall rear return: Solid Concrete or Masonry 1;g- Walt if:9.Q' 20 21.0 G.O. 0-.056 0.050- 1 1 Depth below grade: 0.0' Insulation depth:9.0` Basement W.all.rear..return: Solid Concrete or Masonry Wall height:9.0' 20 21.0 0.0 0.056 0.050 1 1 Depth below grade: 0.0' Insulation depth: 9.0' -:Basement Wall rear:Mood frame Wall helght:'9.0' 555 21:0 3:0 `0'.049 `0.050 15 '15 Depth below grade: 0.0' Insulation depth: 9.0' entry:Solid Door(under 50%,glazing) 20 0.280 0.300 6 6 8068 sld: Glass Door(over 50%glazing) 57 0.280 0.300 16 17 8068 sld: Glass Door(over 50%glazing) 57 0.280 0.300 16 17 16068-sid Copy: Glass,Door(over 50%glazing) 112 0,280 0.300- 31 34 Project:f-it4e:Portuese residence Report date: 06/16/22 Data filename: Page 2 ofll Compliance Statement.• The proposed.building,design:described,here ls:consistent with the buil.dlpg,plans,.specifications,:and other- calculations submitted with the_permit"application.The proposed building lies been designed-to meet the 2018 IECC requirements in fiEScheck Version:':.REScheck-web anrf'to comply with the.mandatory_requ• listed1p the-REScheck Inspection Checklist; Shale Miller LOAD Name_-Title. a.-ure Date 7 h Designer Name-Title Date i Project Title: Portuese residence :Report date: 06/16/22 Data.filename: Page 3 of11 REScheck Software. Version =:RE S- check- eb= t snspecflon ChecAlist Eftergy 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.requirementwl[],-.be-met..-and how-that Js_docUrn anted;:o .,thatan:exception is being claimed.Where compliance is-itemized in a separate table, a reference to that table-is provided. 7 S•: - ry. - -i. -,r,, syi.'t•G:-✓-_sz<.'., .ist;:3,,. ,. - .':iwc .,.tr. S., c.L. 3 .f,..t,,.;i: "�.:--' t - # � IPlans Verified F�sid i/er�fied i r t # ( £P're tn5pecfiion/Dian Revieini Complies Comments/Assumptions - Req ID ,•� "� _ �4 -1/alue � Value _ _ x < r - e"".5=-:::T�,Y:�swai•'.;x;�_.�c�;:j'-:.ixs:t�. �:r..,t--fa*sf_ ';:%it`:.;:tS` 103.1, ;Construction drawings-and } F � � z' a ,— ; :;I�COmplles' 103.2 ;documentation demonstrate ❑Does Not [PR11 ;energy code compliance for the ;,building envelope.Thermal s ry s ❑Not Observable w,. _ ar ;:-q EINot A li abte.. ;envelope Tc-eptesented.on PP• construction documents. in' yt4toi 't ;�?" 103.1, ;Construction drawings and � N' ElComplies 103.2 documentation demonstratej4❑ E Does Not 403.7 :energy code compliance for k g [PR31� lighting and..:mechanical systems �_ rr "._. t � k' `2❑dot Observable 'Systems serving multiple r "s❑NotApplicable ;dwelling units must demonstrate ,compliance with the IECC ; 'Commercial Provisions. 3.021 c;; , Heating and cooling equipment 1s'. Heating: Heating: ;❑Complies i403T;+; ,sized per'-ACCA`Manual S based ; 'Btu/hr Btu/hr ❑Does'Not on loads calculated per ACCA Cooling:i=R--'j•``'="" 9 Cooling: ❑Not Observable th other l Manua J or oer methods Btu/hr ; Btu/hr ;❑Not Applicable ra approved by the code official. Additional Comments/Assumptions: I 1 High Impact(Tier1) 2t'Medium impact(Tier2) 37 Low-impact mer'3) Project Title: Portuese residence Report date: 06/16/22 -Data filename: :Page-4 of11 =�•� - Vie' ie a =ver dal M ;�- ::: roir4"``ie Crs►pl6�s__ Hsu or><s-, : n+ ..4 :..,.rs._ s.,,t_.. . .:,. •,, ^ter..,.._._18 402.1.1 ;Conditioned basement wall ; R- R- ❑Complies ;See the Envelope Assemblies [F0411 iinsulation R-value.Where interior i ❑Does Not ;table for values. R insulation is used;veriffcatlon - R- May need'to occur during UNot-Observable. !Insulation Inspection. Not ;QNot Applicable ; required in warm-humid locations irr Climate,Zone 3. X303:2 Coniftiorred basement wail E -"', -oTAPfi fes nrstaletperfF0511 winsulatio •Does Not manufacturer's instructions. �k '❑Not Observable ❑Not Applicable 4.02,2:9 Tonditfoned'.basemertt;wall ft fit- :DC-omplies :`See the.Envelope Assemblies. [F0611 iinsulation depth of burial or Does Not ;table for values. distance from top-of wall. ;❑Not Observable ❑Not Applicable - PP. 3Q32�% A protective covering is instaffed - - �.�-<< +< ,�"-� ��;-�- _:❑Com ties ',. ,' a Oboes FC11. r - to rotect ex osed'exferior .;,.,. _:mn: :•.;.., a> Not [ 3 P P h �s ¢ � �+ insulation and extends aw ❑Not Observable {minimum of 6 in. below grade. , ❑Not Applicable ; °ii•":{'-54S}3�9�.;:,c�=,.;Snow-and ice-melting system ., . ,;.." ompes (F012]z controls installed. j 't F ;QDoes Not ii --• _ 5, --- - _ --- - S 4�- ' -_ ❑Not Observable F1Not Applicable ddifl ai°. sn r tsy�ss tsrsras: 1 High Impact(Tier 1) 2y Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Portuese residence Report date: 06/16/22 data:>fil9ei�arne; Rags 5 ofii ' �:,_ -,;: ':Si-' = a t?t�,�f1C8��/£Y,fi��"'" �'�'lfic!�i�'��.'Y"i�I��'• �e'..,-, >Fr�rMaiii ;`S34i =94=3i0ssgin �� x= .a,, _ ofrA'"tiS? �Yar�tt�etsji4su��o4mt�pn 402.1.1, ',Door U-factor. U- U- ;❑Complies see the Envelope Assemblies 402.3.4 i j ElDoes Not table for values. [FR1]1 rt � i ©Not"Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- 1 U- ;❑Complies ;see the Envelope Assemblies 402.311 average). ❑Does Not table for values. 402.5 '❑Not Observable 1 [FR2]1 }❑Not Applicable i 1 a s ❑Complies 303.1.3 U-factors.of fenestration products r s 1 [FR4]1 ;are determined in accordance h�, J ., r4 =❑Does Not ;with the NFRC test procedure or r? i ` ❑NotObservable ,taken from the default table. l]Not Applicable 1 4(12:�t:I:1 ATr baf rter ai�ci tli ei trial ba"r'rler3CCoiiipites •23: nsta IId.e ; er,manufaeturer's 1=rn° : 5 ": n"- �[FR .]1 ; P _s'irh"�!'`� ati=xc; z ' �x {does-tlot 1 instructions. 1 fi ❑Not Observable '. ❑Not Applicable 402:4.3 'Fenestration thatis:not-site=built ❑Complies ¢FR201 :is listed and7abeled as meeting r z s gr El Does Not AAMA/WDMA/CSA 101/1.5.2/A440( ' ;or has infiltration rates per NFRC ❑Not Observable sf fi ❑Not Applicable 400 that do not exceed code � � ',H N� xs rt "'N:°;; :�r{;,,;,,:_" '' e ? }?..,; .i lcom lies. 46 4 5 ;[G-rated recessed fighting.fixtures x p jFR161 sealed at housing/interior finish c 3 ❑Does Not sand labeled to indicate s2.0 cfm ❑Not Observable -leakage at 75 Pa. ❑Not Applicable 1 i'.,dl. u3 r3 b Y t iFe 9.. 403.3.1 „;Supply and return ducts in attics. � '❑Complies [FR12]1 (insulated>= R-8 where duct is ❑Does Not 1 1>=3 inches in diameter and >= txzY s❑Not Observable .R-6:w,here <3jhches..Supplydfldt,txa" _ -fir °'_`' ki5; a - k;3i; rz ` r: ., return ducts-in other onions of };` - :_ _ `- j "s; = dNot Appjicable o p1� i s � � , -the'bullding°insulated>= R=6#or z Y E x diameter>= 3 inches and R-4.2 Ifor<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter i ,4 w ]❑Complies JFR13]1 :boxes are sealed with r ,' ,�S ❑poesNot joints/seams compliant with ; International Mechanical Code or ` ' Not Observable 1 ;International Residential Code, as � 3E ❑Not Applicable Allap lica_ble. �;,�x;ax ;,�;�z�_��:;-`jf�;`��;:,:�•��: _ '�'s_-- _ :s rn S�. r:P'. .4.Cn:.TS`r Oy. 5 =` Build ingr cavities.are not used.as. r ; "-_=- ❑Cornpties. ((k[ R15]3;•'::s ducts or plenums. w } � 3 y j❑Does Not ❑Not Observable ; ❑Not Applicable ef'n:';S'S,.=;`".r?t'i"�'fY•.'`n�t=,-.c?•"''?Aii;r� y: A<i+`sg'.:x _ .4Q3:: 6(� Ducts partially or completely Ft =❑Complies 2) _, buried in ceiling insulation have <y ❑Does Not [FR26]3 j._ an insulation R-value not less 1 t 5 Y ._ ❑Not Observable hain_ , finsiiiattori =vaitie agaist aificf s �DAlt3t Applicable abovethexop oftheAubt,--anc1 �� Gt�. t x y .against and below the bottom of � f t duct, is>=than R-19, ' ,excluding the R-value of the duct InsulatlOn. iti 1 High Impact(Tier 1) `2- Medium Impact(Tier 2) 3:Low.Impact(Tier 3) Project Title: Portuese residence Report date: 06/16/22 Data filename: Page'6.ofl.1 _ •V,v, — �+ a 4 �e ate d.:eel c!`` � �►err'i��- _._�. �,._�. ... � a .,.:�--.. _. ..,:_�<u-,.,.... �. ...,._.. _ �®�►dies. <:�___'�Qis�i� �'_Ass�mma�`.�. 5=-� .., .,_�'.....:_..l�.raenon� „aoa�aSs��r�itnsli'��-Qn s.: - :�rfr�.; - - <�.: - .�,,< _ 1. .�►„Q;_ ...f- _ .&'.IReq 403`3 7 Ducts declared toYbe within the '_ ,x � �ti ❑Complies conditioned space are either 1) .: :` :T,`_.T❑Does Not completely,within the.continuous barrier and vuitliiri the buiJdin . ,. ., ❑Nott)b'servati'ie , r ,3thermal envelope, 2) buried 9 t ❑Not Applicable within ceiling insulation in ' r accordance with Section, . ' °,7•--,r t i* S s a.t a .... svi?iK•w.nP:7.�k,...,.a..`-:..r"'tr',a••r+°:Ev`''t^ .: .-sT`'z'�,-1,}-'F;n=# , - -_ -`R40.3.3:6 anii.t(ie air_}iarcile� a' ry,l;+�:,:;>y_r - - _ - - la,.ated'cntt_► ,IeteE� the, continuous air da�rier�:.ithi and within the building thermal envelope ; land the duct leakage is <= 1.5 ' c �t 100.sQ.uare.feet.of ;aft .•,3 ta`5 _- {• conditioned floor area served by Eri s x k the duct system, or 3) the ceiling � � j insulation R-value installed n fR ? against and above the insulated :duct°>=t6 the- m_ljoseo7eeilt v^ z. x ,�<.:M:• < insulation_R-value .less:.the,R-- :, ;a,tr a, .,,,.;. y;:, ~;:Kr = .. .. �.r_.Y = value of the insulation on the ;r: w�'• -- a ..R' :=';-`.-: -� .... _= iHVAC piping conveying fluids R- ;`R- ❑Complies [FR17]? !above 105°F or chilled fluids I❑Does Not :.<,rbelow..5:5-QF are insulated•tozntR- ! '❑Not Observable ' r `_ = 3< j ;❑Not Applicable 403.4 1 Protection of insulation on HVACT ,, ` z ❑Complies LFR2411 ;piping. r � z , ` in h �poesNot. �4 1 .irR3'ti""',;,'"��`• -'-.;i��-��i„x.a''�i�.�.+�ru�.`•.:c,;�.�=<b-' -�:,-s .-:- .. •. Y 'F:v ❑NotObservable L ` �` `❑Not Applicable i Hot water pipes are insulated to R- ! `R- ;❑Complies >?R-3. '❑Does Not ,❑Not Observable +❑Not Applicable 4Q3 6 3Automatic or gravity dampers area Y t t ❑Complies [�R2;9��, ar�stallQd on all v ;A utoo r.air4;" .:. ❑DoesNpt Not-Obser vablentakes and e xhausts. „r �� .> z ,.. ;;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2=Medium Impact(Tier 2) 3? Low Impact(Tier 3) Project Title: Portuese residence Report date: 06/16/22 Data filename: Rage 7 of11 �.j.`/�q, x4+>i - nvil`. _ rer� �wr - tiro G sc'_•i t'' _�..S..c.'`',✓. - - - = rL 'g fii rt'6oisaii , r COrn ,Ii�S? �or�3etietfsiASs#n�slcstcgns r� e . U — �+F.^.+1,'daYv: F;,�': ',''s,T.'s 3Q3c1: _`rAll installed'insulation is labeled s. » - -,x.Q_>'° ❑Complies X� � [1N13�z for the installed R-values ❑Does Not provided: 5kf > z ❑Not Ot35EFV3tTP2 ❑Not Applicable 402.1.1,_ ;Wall insulation R-value. If this is a: R- ;n R- ;❑Complies ;See the Envelope Assemblies 402.2,.5, ;mass wall with at least 1/2 of the Q Wood Wood ;table for values. In-Mass[] ❑Does Not 4( `21 wall nsiiia"tiori`dn e:vua]} Mass ,❑Not Observable {IN311 .!exterior,the-exterior:instlation Steel Steel ' :requirement applies(FR10). 0 ❑Not Applicatite f ; ; 30.3.2 1Na11 insulation--is.installed,per ❑Complies, [IN4]1 Imanufac'turer's'instrucfions. ❑Does Not ❑Not Observable S„.+ ,r,�� z.� ,• fi.s>:R.; .: ❑Not Applicable Additional Comments/Assumptions:_ 1 High Impact(Tier 1) "`2_ Medium Impact(Tier 2) 3=Low Impact(Tier 3) Project Title: Portuese residence Report date: 06/16/22 Data filename: Page a-6f.11" cps- iaifYs if�r ec9� ate �er�f � k ,F CV >ie otn is Assaf._, r s .. , :# = -FaAratflr�s eQts:!?tiAriS�i�s : w. ,•t.. rrPpl S ntien 1 r►!E?t z- s 402.1.•1, ;Ceiling insulation R-value. R- R- EComplies ;See.the EnvelopeAssemblies 402.2.1, ;El wood ❑ Wood T]Does Not table for values. 2.2.2, teei y }'steel , 402:2.6 'E 10" ❑Not'flbservable [FI1]1 i I ❑Not Applicable 303.1.3.1,. eilitgg ifsulation instal{ed.per ,,1 -M. 303.2 manufacturer's instructions ! r '[]Does Not [1`I2]1 ;Blown insulation marked eve _ 300 ftz. every ❑Not Observable ; ❑Not Applicable 402 2 3 �iVented attics.with air permeable h , p. ❑Com lies FlZ z r►isukation include baffle adjacent 4 [ `G 1 s �, a hoes Not !to soffit and eave vents that }extends over insulation. _❑Not Observable ! � � � N� �.}�� , # .�;❑Not Applicable 402.X AK...,,,:, ic.accesshatch`aii'd dkdr 1 R- ;`R- ?❑CnriijzT3es [F13]1 Jnsulation?_R-value.of•the ❑Does:Not adjacent assembly. -![:]Not Observable i T❑Not Applicable 402.4..1.2 ;..Slower.door.test-Ca.50..Pa-><=5 ;..ACH.5_0 = ; .ACH.50 = ❑Complies fFll7]1 iach ih-Climate Zones'l-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable !ONot Applicable vlioocl-burrrrn "fre laces have r:rt _ - r, : «:{ - _: C�Complies 9 Pub: M„ '-.. .�. `" = : ;fi. 7 . _.�. _ tight fitting:flue dampe'rsand ��:�•_�,;�,�-�.�;;�:": �.�:;:�,�-:��'�;�:;:,, ��:�1��-„❑D.oes.Not. outdoor air for combustion. ❑Not Observable ❑Not Applicable 403.13. 'Ducts are pressure tested to cfm/100 cfm/100_. ,`•❑Complies- [F[27]1 determine air leakage'with ftz ftz ElDoes Not either: Rough-in test:Total leakage measured with a ;❑Not Observable presi. sure differential of-0:l;:inch ;❑Not Applicable vw:g. across=the`system inclining ; the.manufaeturer's'ai"r.handl er enclosure if installed at time of I ;test. Postconstruction test:Total :.leakage measured with a 1 ;.pressure differential of 0A..inch a w.g. across the entire system j including the manufacturer's air i handler enclosure. _ r403j3.4 i Duct.tight ass•test.[esult gf<=4 cfm/1Q0 cfml�00_ J Complies ',cfm/l00 ft2 across the system or : ftz ; ftz ❑Does Not <=3 cfm/200 ft2.without air handler @.25 Pa. For rough-in ;❑Not Observable .tests,verification may need to ;❑Not Applicable j ;occur during,Framing Inspection. 1 ` s:� a+ '•t"`ray r,'" ?'—"7r;tq.; 403.3.2.1 ;Air handler leakage designatedfirr ;❑Complies (FI24]1 by manufacturer at<=2%of [ _' Y k ❑Does Not design air flow. n b � ❑Not"Observable �jNot:A plicable 4,0311 Pro rammable thermostats 4: gin. ,`- rrT. �.::;;:,,,.: •_K❑Complies g .., ..u• }installed for control of primary ❑Does Not heating and cooling systems and R �7 initially set by manufacturer to t - []Not Observable code specifications. F, s e„° r,s,� r _)❑Not Applicable 403 7M2 ;Heat pump thermostat installed ( ' ' `_, ❑Complies ; [FI10] i on heat pumps. ❑Does Not a ❑Not Observable 1 High impact(Tier 1) :'2`a Medium Impact(Tier 2) MLow Impact(Tier 3) Project Title: Portuese residence Report date: 06/16/22 Data-file_name: Page"9 of1.1 y :.. 3, %y _ - - 3��ant`s: rt�'ie'if: vr'�ie��`'U,er�eill- - - e,._.+ ,.. iie5? -" rt8 stts A55Ro_ ti4t7S n , ,:� 1• ,,.,:..,;.s.y r.. - service hot water � �+�.w-f �µ,me-��•{4 403;5:1 Circulating vt4 s '❑Complies [FI11J lsystems have automatic or w � XODoes Not f�, ,accessible,manual controls, ' :QNot�trservable ❑Not Applicable 403 6 ,3 'All mechanical ventilation system i n ❑Complies, [F125]�E .fans not part of tested and listed { , 4R y � 4 ❑Does Not °e- iilpitiei�tiYiee> iFw llt} '3e7z. r � � r Not Observable R403.6.1. ,HNot Applicable Hot water boilers supplying heat ❑Complies IFI26]zthrough one-or two-pipe heating z } fi ❑Does Not F ,•systems•have-nutdoor•-setback , control to lower boiler water A` �f � Rf ❑Not Observable . temperature based on outdoor ❑Not Applicable I temperature. 40 51f� Heated.water Circulation.sysspms t e >y� re r ❑Co{r��iies jF�28] 5 have aecirculation�um .Tt�e.. - � , flit ata lny�tr � i poes.{�ot j m system return'pipe rs a deiiicatedav s turn.pipe or a cold water supply` _-, ❑Not Observable,; _pipe. Gravity and thermos- ❑Not Applicable ; syphon circulation systems are a ,Y :not:present.Controls for ;' k 'r; i circulating hot water system {� I pumps start the pump with signal for hot water demand within the i ACCl1yanC�/.Col�txOlS msGiy x_Y r S ro-s aufomatical)yturn off the - .: i WJl6jyw!Aer f Ill CIfCU11a'ti'UTV OUP ]is at set-point temperature and x Y no demand for hot water exists. 403 5�2� Electric-heat-trace systems , S n r ❑Complies ; [F129j, ,., comply.with IEEE 515:1 or'UL ❑Does'NOt = 515. Controls automatically adjust the energy input to the I ❑Not Observable' ; heat tracing to maintain the "s ?❑Not Applicable .*" [� (7 �' 4" vim'~'• a "�- '��1` d � 3 cf-✓ 1-`Ip)n'i• - r r a ti 4• '.s�?yr^-'-.,tisx i-'r}•7.; _ `4D3S:2 Demand recirculation water ❑Complies [F130]?'`' ' Y systems have controls that k �' ❑Does Not fi r* manage operation of the pump - f a❑Not Observable 1 and.limit the temperature.of,the ,��, snk water enterfrig the cold 1iVater Y r war �f H > > � ❑Not Applicable :t =;piping to<= 1044F. Drain water heat recoveryunits ❑Com lies , x , 4�� k o h s P ?z'.;:;:,=tested.•n accord ce. i CSA ` � � ° "�"'� fF132_J:wA:3: ,. I.. ao �zb $ a R z 17Does Ndt c 9g55.1::Potabte.w6ter-side Y � ' � tr ,aln•tia Moto e ' r,pressu`r'e sS cr# aYet - �.. Ty recovery units< 3 psi for ,� r ❑Not Applicable ; ' t 3 individual units connected to one h � ;or two showers. Potable water- sitle_,pressure.loss of-drainWater heat recovery units<2 psi for x� individual units connected to three or more showers. n . he 404 1 190°�sar rnoce of permanent [ tamps.,, f, y� t jLCQCotnglies FI6 1 ;fixtures have hi4 h efficacy- . . ] ,,. ..:- .. ... " .:. , ,. ❑Not Observable ❑Not Applicable 404: 7 7 Fuel as lighting systems have f J } s'i �A{ '�� r� ❑Complies r ; 9 9 9 Y i t F aza a trri 4 v [FI23]3 _ no.continuous pilot light. ,� �, y , ❑Does Not- ; tE3l {❑Not Observable } t r �jr o ❑Not Applicable 1 High Impact(Tier 1) :2 Medium Impact(Tier 2) =3< Low Impact(Tier 3) Project Title: Portuese residence Report date: 06/16/22 Data.filename: Page 10 oft M Sump "'�!�`-40'T ,` Compliance certificate posted. MComplies [151761:1 ","'ClDoes Not ]Not ObservabFe- Applicable Manufacturer manuals for JOComplies LK E]Does Not mechanical and water heating Y!wtl I Ib fidVU bdeh did. Not Observable -, Not Apolicable Additional Comments/Assumptions: 1 High Impact(Tier 1) pact(Tier 2) Low Impact(Tier 3) Project Title: Portuese residence Report date: 06/16/22 -Data:f-114.name: 'Page I.L.-bf 11 2018 CC . ,_..tiler , fzilc certificate ..... Below-Grade Wall 21.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): - p . . ift Window 0.28 Door 0.28 Heating System: Luaa,��o��l`pi�n� rYi}..p,t''��ee►rt: .Name: Date:- Comments FAV Fresh Air Ventilation s stem Healthy Home System' ,.... FILE- COP Y it Fresh S I S Fresh Air Ventilation Control(FAVC) y, Fresh Air Damper(FAD) Damper and Control Combo The FAV is an intelligent, automatic, year-round ventilation system that integrates with an existing HVAC system and thermostat to meet ASH RAE 62.2 requirements. Features Benefits • Fresh Air Ventilation Control utilizes the central fan to supply • Delivers fresh air automatically,year round outdoor air from a known source through a controlled duct • Creates uniform temperature and humidity in home • Fresh Air Damper prevents infiltration during off periods • Reduces heating and cooling costs • Enhances effectiveness of media air cleaner and UV air purifiers Exclusive Fresh Air Ventilation Control Features The FAVC can monitor u to 4 a liances and appply credit from those fans.The FAVC can monitor a variety of fan types and CFM CFM Appliance Ventilation Credit ran es,from bathroom fans and ERV/HRVs 20-225 CFM) and clothes dryer and standard kitchen range hoods(8800 ), to fireplace and commercial range hoods(100-1600 CFMj- Indoor Temperature/Humidity The FAVC has built-in Indoor Temperature/Humidity sensor to continuously sense actual return air duct conditions.The FAVC can be, m Monitoring installed directly to the return air plenum of the HVAC system,or it can also be installed on the wall in air closet application. Plenum Protection& The FAVC continuously monitors indoor Relative Humidity in the return plenum to regulate humidity in the winter months,and to Winter Dehumidification prevent humid conditions in the summer months by reducing the ventilation Buring periods of high dew points.The FAVC also monitors outdoor air temperature.The FAVC inhibits condensation,reducing mold and corrosion of the heat exchanger. With a 30 minute cycle period,the FAVC introduces fresh air more frequently and regularly,which means the air is more evenlyy 30 Minute Cycle Period balanced and HVAC system does not have to work hard to catch up with a wide range of temperatures that can occur over a 60 minute time period. Exclusive Fresh Air Damper Features Neoprene Seal The damper uses a uiet neopprene no-leak seal so unwanted air and humidity are controlled.The seal is tested 500,000+cycles and meets flammability MVSS-302 requirements. The power open/power close damper means the motor uses very little power unlike competitive dampers that use a spring close/ Power Open, Power Close power open motor which stay fully powered during the open cycle an waste energy.Most reliable damper on the market rated over 100,000 cycles. How It Works Outdoor Temperature Light The fresh Air System (FAV) is a 3 color ODT light indicates whether outside air temperature meets i motor driven damper activated CFM Continuous dial ventilation requirements or if ventilation will be limited due to temperature or humidity levels. by the Fresh Air Ventilation The CFM Continuous dial controls the continuous ., P Y 1 ventilation rate based on size of the home and number of Control (FAVC).When there is bedrooms and is pre-set at 100 CFM. I a call for fresh air, the control ------ __ ______._ ______-_____ opens the damper allowing fresh air to enter the HVAC return. When the control is satisfied, the CFM CooVHeat Vent ' ! damper is closed. dial The CFM Cool Vent dial and CFM Heat Vent dial are both preset at 400 CFM each and I can be used to set the air now i ; ,"„}, ,'., V 1 rate through a Fresh Air Damper ^..... - ., L¢) id Air i41 1 1 1 or HRV/ERV unit when central l: 1 N\� — ` F-h Air 1 fan is running in cooling mode I �� n 1 wr.� r®3 o°"p�r 1 and heating mode. ' Q] Iii- b rei 3 aa Fresh Air 1 f-_, rni wrtivq (Q 3 Ventilation 1 1 Hcotthy Homo Systoni r gi Control t, Optional Appliance Montoring Controls Appliance . Standard Configurations Optional Configuration En ergy Saving Mode Offers balanced ventilation b monitoring Can drive appliance#1 fan in lieu of central fan Bathroom fan, the a liance and takes credit for ventilatgion Takes credit for ventilation with damper when heating or cooling #1 25-225 requirement when appliance it 1 fan runs, Drives appliance#1 fanwhen additional ventilation is requires within HRV/ERV Unit q PP the heating/cooling cycle preset at 75 CFM Gets energy credit when bathroom fan is used(non ECM central fan blower) #2 Bathroom Fan 20-140 Monitors appliance#2,preset at 75 CFM e Clothes Dryer, Passive Make up Air Mode #3 Y 80-400 Opens damper when appliance#3 is on, Active Make up Air Mode Standard Range Hood preset at 200 CFM Turns on central fan and opens damper when appliance#3 runs Active Make up Air Mode #4 Fireplace,Commercail Range Hood 100-160 Monitors appliance#4,preset at 850 CFM Turns on central fan and opens damper when appliance#4 runs Specifications ProductModel t+ ..ell Amps 11 wqtt�jl FAV-4 FAVC and FAD Motorized,stainless steel,power open/close in 15 sec.increments,fits 4"duct 24 0.07 3 FAV-5 FAVC and FAD Motorized,stainless steel,power open/close in 15 sec.increments,fits 5"duct 24 0.07 3 FAV-6 FAVC and FAD Motorized,stainless steel,power open/close in 15 sec.increments,fits 6"duct 24 0.07 3 FAV-7 FAVC and FAD Motorized,stainless steel,power open/close in 15 sec.increments,fits 7"duct 24 0.07 3 FAV-8 FAVC and FAD Motorized,stainless steel,power open/close in 15 sec.increments,fits 8"duct 24 0.07 3 FAV-10 FAVC and FAD Motorized,stainless steel,power open/close in 15 sec.increments,fits 10"duct 24 0.07 3 h o 40Iq A';4 MO c Corporate Office West Coast Office F I E L D C O N T R O L S E co Sales/Man ufactring/Engineering Distribution/Manufactring 0 Improving Environments o Kinston,NC mprovng Indoor Envronmens Corona,CA 252.522.3031 fieldcontrols.com 951-277-0304 FRESH AIR VENTILATION CONTROL Model: FAVC (Generation 2) ITEMS INCLUDED: - 1 -Fresh AirVentilation Controller 7EMPlA7C FOR iAVC 1 -Mounting HoleTemplate l `y tine I : i .`I�. 4, 'N ,I a 4 1 -Instruction and Installation Manual ' I - V 1 -Mounting Packet containing two(2)Sheet Metal Screws ODT Sensor Packet containing temperature sensor,sheet metal screw and two(2)wire nuts The Field Controls Fresh Air Ventilation Control TM (FAVC) is designed to provide fresh air ventilation year-round, keeping energy conservation, indoor air quality and comfort in mind. The FAVC delivers ventilation along with many additional features: • Meets the requirements of the ASHRAE 62.2 standard for ventilation. •Supplied with an outdoor temperature sensor which mounts in the fresh air duct. • Has three selectable Climate Zones with unique ventilation inhibit parameters for the selected climate. • Monitors up to four exhaust appliances within your home to adjust ventilation needs based on total appliance operation. •Can provide Make-Up air in response to an exhausting appliance. • Can utilize an exhaust fan to drive ventilation independent of the central HVAC fan to save energy. •Continuously monitors indoor Relative Humidity: - Lower excess indoor humidity during hot muggy days by reducing ventilation during these periods to prevent discomfort and mold growth in the home. - Reduce condensation and corrosion of the heat exchanger. READ THESE INSTRUCTIONS CAREFULLY AND COMPLETELY BEFORE PROCEEDING WITH THE INSTALLATION. This device MUST be installed by a qualified agency in accordance with the manufacturer's installation instructions.The definition of a qualified agency is:any individual,firm,corporation or company which either in person or through a representative is engaged in,and is responsible for,the installation and operation of HVAC appliances,who is experienced in such work,familiar with all the precautions required,and has complied with all the requirements of the authority having jurisdiction. Please retain these instructions after installation. Installed By: Phone: Installation Date: FIELDCO N. TROtS - ." Improving Indoor-Environments www.fieldcontrols.com P/N 7801 00700 09/1 9 Rev I (THIS PAGE LEFT INTENTIONALLY BLANK) P/N 780100700 09/19 Rev I Page 2 of 40 TABLE OF CONTENTS page 1. FAVCLAYOUT-OVERVIEW 5 2. GATHER INFORMATION/RECORD/SET CONTROL 6 2A Determine The Required CFM Continuous 6,7 Residential Ventilation 2B Determine Fresh Air Intake 8,9 3. SET-UP- Dip Switches 1 &2 10 3A Climate Zone Inhibit Options 10,11 3B Normal Climate Zone 12 3C Cold Climate Zone 13 3D Hot Climate Zone 14 4. OPTIONAL APPLIANCE MONITORING 15,16 5. MAKE-UP AIR OPTIONS-Dip Switch 3 17 6. ENERGY SAVING OPTION -Dip Switch 4 17 7. REMOTE CONTROL-Dip Switch 5 (ON/OFF Feature) 18 7A Remote ON/OFF Feature 18 7B LED Outdoor Temperature Status(Color Changes Flashes) 18 8. INSTALLATION 19 8A. Installation Locations 19 i. FAVClocation 19,20 ii. FAVC/Vlounting 21 iii. Intake Air Connection/Duct Installation 22 iu. Fresh Air Damper or HRVIERVlocation 23 8B. Wiring and Connections 24 i. Ventilation Control Connections 24 ii. ThermostatandAirHand/erConnections 25 iii. Outdoor Temperature Sensor(ODT)Connection 29 iu. Outdoor Temperature Sensor LED Status 29 u. Appliance Monitoring Connections 30 9. MAINTENANCE AND TROUBLESHOOTING 33 10. SPARE PARTS AND OPTIONAL ACCESSORIES 34 11.SIZING OF FRESH AIR DAMPER AND HRV/ERV 35 11 A. How to size Fresh Air Damper 35,36 11 B. How to size an HRV/ERV 37 Page 3 of 40 P/N 780100700 09/19 Rev I Thank you for purchasing the Fresh Air Ventilation ControlTM (FAVC) by Field Controls.This ventilation controller is compatible with any HVAC system having accessible 24VAC R,C,W,Y,G terminals. A DANGER • To prevent serious injury from electrical shock, this product must be installed by a qualified agency. • 120 VAC can cause serious injury from electric shock. Some installations may require electrical connections to line voltage sources. • Before installing the FAVC,turn off all power to your HVAC system. • When servicing FAVC system or components attached to FAVC system, turn off all power to these items. ® CAUTIONS Read entire manual and follow all instructions carefully. • Follow all local electrical codes during installation. • All wiring must conform to local and national electrical codes. • Use caution when mounting components to surfaces that may have concealed wiring beneath the surface. • Do not mount the FAVC controller on the supply plenum or supply ductwork. • Do not mount the FAVC controller immediately downstream from any fresh air intake port, humidifier or bypass outlet. False humidity conditions will cause the FAVC controller to operate incorrectly. • Do not use the ventilation system for removal of flammable fumes or gases. • Do not install ventilation controller in an outdoor location and/or wet location. • Do not obstruct or cover the fresh air intake or air outlet of the ventilation system. • Provisions should be made for make-up air requirements based on recommendations set forth by governing agency to meet applicable building codes and ventilation standards. WARNING A . Sharp metal edges(ductwork)can cause serious injury from cuts. • Wear appropriate gloves when cutting, drilling and grinding plenum openings and handling ductwork. • Wear appropriate eye protection when drilling,grinding and/or cutting ductwork. FAVC SPECIFICATION: Power Requirements (Class 2 Appliance) Input Voltage 20-30 VAC Minimum VA Required 1.7 VA @ 24 VAC (full load current at nominal 24 VAC) Supplied by the HVAC power source Wiring Requirements 18-22 AWG,24 VAC(Min) Operating Temperature Range 107 to 160°F Operating Humidity Range 5 to 95%RH (non-condensing) Outputs Maximum Load Fan Output GF(Maximum Load Current): 3A inductive @24VAC(thermostat fan signal) Vent(V,V) (Maximum Load Current): 3A inductive @24VAC(unsourced and isolated) Exhaust(E,E)(Maximum Load Current): 3A inductive @24VAC(unsourced and isolated) Inputs Fan Input GT(Monitor Circuit Current): 5mA @24VAC(sourced from thermostat fan signal) Heat InputW(Monitor Circuit Current): 5mA @24VAC(sourced from thermostat W signal) Heat/Cool WY(Monitor Circuit): 5mA @24VAC(sourced from fan&thermostat W and Y signal) Isolated Inputs(Monitoring) Appliances#1 -4 5mA @24VAC,TVS protected(requires common connection) (Al,A2,A3,A4,Al C,A2C,A3C,A4Q: P/N 780100700 09/19 Rev I Page 4 of 40 T Outdoor n Optional Fan Temperature (ODT) Monitoring/ LED Status Thermostat Interacting Outdoor 0 and Air Handler Ventilation Temperature —{ Connections Settings Connections p m 1; OD G NO 'L7 � Remote Q , -� -- -- Configuration 100 125 ON/OFF '- ,, n' ' DIP Switches o © is,Cm N m ss i Cm Control i -- 8 coamnuous MPLLNCI n _ US 400 so CFM aT, } • COOL VENT AMUANCL n I! )LS 400 100 7f0 710 I I 1SON 1 1/4S 160,\ I /,no - Vent and �� , s,�, -, D Appliance Exhaust _' f ® • G APPLIMa.3 ^ ' Monitoring Ventilation '� %°° � Connections •00� , fD Control r I� � Connection LLViCC.co J_ Hedithy Home System` JO `s/11lDCONTROLS O - O O M < FIGURE 1: FAVC Functional Product Layout(shown with cover removed) 2. GATHER INFORMATION/RECORD/SET CONTROL .. Continuous CFM 1:, ` R �� Settings Rate Dial Ct+I CFM CONTINUOUS Minimum Maximum Factory Cool Ventilation I ).: "w CONTINUOUS 25 200 100 CFM Rate Dial COOL VENT 25 1 700 400 CIM COOL veN r H EAT VENT 25 700 400 Heat Ventilation ' 42 4.1 ' 31, , 1 47 i CFM Rate Dial TABLE 1:Air Flow Dial Ranges and Factory Settings CIM 7:q1 `1CAT VLNI r FIGURE 2:VENTILATION ONLY DIAL SETTINGS To Turn OFF or Deactivate Ventilation of the FAVQ Method 1 -Adjust Dials 1. Before turning off, mark the current heat and cool vent settings with a permanent marker, or write the value on the inner cover for reference in the event the manual has been lost. 2. Set both heat vent and cool vent to lowest possible setting by turning the dial all the way in a counter clockwise rotation until it stops turning. 3. The FAVC will shut down within 20 seconds and remain inactive. Method 2— DIP Switch Position 5 Set to OFF (not available on Product Generation 1 Models) 1. Locate the multi-position DIP Switch (SW1) on the right side of FAVC after removing the outer cover 2. Turn 5th position DIP Switch to OFF position (see Figure 14 on page 18) To Turn ON or Reactivate Ventilation of the FAVQ Based on Method 1 —Adjust Dials 1. Turn the dials of the heat vent and cool vent back to the desired value as marked or noted previously. 2. The FAVC will begin to ventilate on a cycle per the settings. Method 2— DIP Switch Position 5 Set to OFF (not available on Product Generation 1 Models) 1. Locate the multi-position DIP Switch (SW1) on the right side of FAVC after removing the outer cover 2. Turn 5th position DIP Switch to ON position (see Figure 14 on page 18) 2A. DETERMINE THE REQUIRED CFM CONTINUOUS RESTIDENTIAL VENTILATION 1. How many square feet of condition space will be ventilated with this appliance? A. Make sure to include the following:basements,and/or bonus rooms within the buildings thermal envelope. B. Determine the number of bedrooms. 2. Select the appropriate ASHRAE 62.2 Residential Ventilation Standard that's been adopted by your state or by the local authority having jurisdiction. 3. Use the appropriate ventilation table 2A or 2B. 4. Select the building square footage equal or closes to your application. 5. Select the number of bedrooms associated with your application. 6. Locate where the square footage row and bedroom column intersect.This determines the CFM continuous ventilation dial setting. 7. Record and save the continuous volume determined for your application. P/N 780100700 09/19 Rev I Page 6 of 40 2A Number of Bedrooms 2B Number of Bedrooms Sq Ft 1 2 3 4 5 6 Sq Ft 1 2 3 4 5 6 500 20 28 35 43 50 58 500 30 38 45 53 60 68 600 21 29 36 44 51 59 600 33 41 48 56 63 71 700 22 30 37 45 52 60 700 36 44 51 59 66 74 800 23 31 1 38 46 1 53 61 800 1 39 47 54 62 69 77 900 24' 32 39 47 54 62 900 42 50 57 65 1 72 80 1000 25 33 40 48 55 63 1000 45 53 60 68 75 83 1100 26 34 41 49 56 64 1100 48 56 63 71 78 86 1200 27 35 42 50 57 65 1 1200 51 1 59 66 74 81 1 89 1300 28 36 43 51 58 66 1300 54 62 69 77 84 92 1400 29 37 44 52 59 67 1400 57 65 72 80 87 95 1500 30 38 45 53 60 68 1500 60 68 75 83 90 98 1600 31 39 46 54 61 69 1600 63 71 78 86 93 101 1700 1 32 40 47 55 62 70 1 1700 66 74 81 89 96 104 1800 33 41 1 48 56 1 63 71 1800 69 77 84 92 99 107 1900 34 42 49 57 64 72 1900 72 80 87 95 102 110 2000 35 43 50 58 65 73 2000 75 83 90 98 105 113 2100 36 44 51 59 66 74 2100 78 86 93 101 108 116 2200 1 37 45 52 60 67 75 1 2200 81 89 96 104 111 119 2300 38 46 1 53 61 68 76 2300 84 92 99 107 114 122 2400 39 47 54 62 69 77 2400 87 95 102 110 117 125 2500 40 48 55 63 70 78 2500 90 98 105 113 120 128 2600 41 49 56 64 71 79 2600 93 101 108 116 123 131 2700 1 42 50 57 65 72 80 1 2700 96 104 111 119 126 134 2800 43 51 58 66 73 81 2800 99 107 114 122 129 137 2900 44 52 59 67 1 74 82 2900 102 110 117 125 132 140 3000 45 53 60 68 75 83 3000 1 105 113 1 120' 128 135 143 3100 46 54 61 69' 76 84 3100 108 116 123 131 138 146 3200 1 47 55 62 70 77 85 1 3200 111 119 126 134 141 149 3300 48 1 56 1 63 71 78 g6 3300 114 122 129 137 144 152 3400 49 57 64 72 1 79 87 3400 117 125 132 140 147 155 3500 50 58 65 73 80 88 3500 1 120 1 128 1 135 1 143 150 1 158 Table 2A:Continuous Ventilation Rate in CFM Table 213:Continuous Ventilation Rate in CFM per ASH RAE 62.2-2010 Standard per ASHRAE 62.2-2013/2016 Standard Continuous Calculation Page 7 of 40 P/N 780100700 09/19 Rev I 2B. DETERMINE FRESH AIR INTAKE Flow Hood Anemometer Method 1. Use a flow hood or handheld rotary blade anemometer. Follow the instruments recommend procedures for obtaining an accurate measurement. 2. During a Heating and Cooling cycle take a measurement and record the CFM volume through the outdoor fresh air intake. Heat Cool Static Pressure Method 1. Locate where the fresh air intake and return air duct connect. 2. Use a monometer following the instruments recommended procedure for obtaining an accurate static pressure measurement.Take measurements in the fresh air intake duct approximately one foot from the return air and fresh air intake connection. 3. Record the average static pressure measurement for a heating and cooling cycle. 4. Determine the fresh air intake internal round duct size and type.If square or rectangular duct convert free area to the nearest round duct size. 5. Determine the fresh air intake systems total equivalent feet. How many elbows,reducers and straight pipe used in construction of the fresh air intake duct. For additional details see section 10. 6. Using table 3 a) Select your damper and air intake hood size. b) Moving to the right select your systems total equivalent feet c) From the top locate your systems Cooling or Heating cycle measured negative static pressure. d) Select your systems duct type Smooth or Flex e) Drop down your selected duct type column to where it intersects with your predetermined equivalent feet row. f) Your estimated Cooling CFM has been determined.Record and save. g) Repeat the process if Heating cycle static pressure is different. Note:If Cooling and Heating cycle static pressure is the same continue. P/N 780100700 09/19 Rev I Page 8 of 40 Damper Air Flow in CFM based on Negative Static Pressure Measurement Negative Return-Air Static Pressure("WC) 0.05 0.10 0,15 Damper& Equivalent Feet of InijkeHcad Duct Len h Smooth Flex Smooth Flex Smooth Flex _��-SrtiQot�i ;Fier 10 40 32 57 45 70 56 &0 : ►'- 41nch 30 33 26 47 37 57 46. 50 29 23 41 33 50 40, (_'58 - 46,__ 10 67 54 95 73 117" 94 r=lsd, :OQB. - 5 Inch 30 56 45 80 64 97 78 '+-113� `-9 50 49 39 70 56 85 68 10 90 72 128 102 157 12614 - 6.Inch 30 79 63 111 89 136. 109 50 71 57 100 80 122 98141 ,' 10 154 .123 218 174 .266 213 7 Inch 30 129 .103 183 146 224 - 179 ._-2- °207__" 50 113 91 160 128 196 157 727 ,` 181 10 174 139 246 197 301 2.41 8Inch 30 154 123 218 174. 267 214. 50 140 112 197 158 242 194 10 262 210 371 297 4511 363.. 525--- J _A20__; '16Inch 30 239 191 338 270 414 331 4178: 38_2 - 50 221 177 312 250 383 306„ c, 4#42..' —854:— 10 428 342 581 464 785 628 7-86'1 _ 688 12Inch 30 376 300 528 1 422 647 517 713 50 362 289 476 1 381 610, 488 t`.- 6-11 Table 3: Fresh Air Damper Sizing Air Flow(CFM)Table Determine Determine Static(Heat Mode) Static(Cool Mode) Equiv.Ft. Heat CFM Cool CFM If Static and Duct Desian are Known Use Table 3 1. Enter Intake Design Static Pressure 2. Enter Intake Duct Equivalent Feet 3. Type of intake Duct-Smooth or Flex 4. Enter Diameter of intake Pipe 5. Determine CFM from Table 3 Control S2tup 1. Set CFM Continuous Dial- Carefully adjust the CFM continuous dial.Use the recorded volume that was determined from table 2A or 2B and recorded in Section 2A. Note:Locate arrow on the dial stem.Align to the desired continuous volume. 2. Set CFM Cool Vent Dial- Carefully adjust the CFM Cool Vent dial. Use the recorded volume that was determined from using one of the previous methods and Recorded in Section 213. Note:Locate arrow on the dial stem.Align to the desired volume. 3. Set CFM Heat Vent Dial- Carefully adjust CFM Heat Vent dial to volume determined from using one of the predetermined methods and recorded in Section 2B. Note:Locate arrow on the dial stem.Align to the desired volume. Page 9 of 40 P/N 780100700 09/19 Rev I 3. SET-UP - DIP SWITCHES 1 & 2 3A. CLIMATE ZONE INHIBIT OPTIONS The FAVC is equipped with a 5 position DIP switch to configure climate settings,fan control with appliance#3 and/ or turn ON/OFF function.To enable or disable energy saving mode select remote control.The FAVC is factory shipped with DIP switches 1,2&5 set to ON(Enabled)position and DIP switches 3 &4 OFF (Disabled) position. The 4 modes for CLIMATE SETTINGS are: Disabled, Cold, Hot or Normal as controlled by DIP Switch 1 and and 2 shown in Figure 3. Refer to Figure 4 to configure FAVC for Normal, Cold, Hot or to Disable climate modes. The various climate operational tables are shown in Figures 6 (Normal Climate), 7 (Cold Climate) and 8 (Hot Climate). The FAVC is shipped from the factory:Normal (DIP Switches 1 &2 in ON position). If you do NOT want to use humidity control function,change climate setting to disabled. For the three active climate modes (HOT, Cold and Normal) the monitored indoor relative humidity will OFF Position directly affect how the FVAC ventilates during the summer ON Position months and will also be affected due to the outside air temperature. For measured indoor relative humidity at 50% or below: I , Dip Switch 1 when outdoor temperatures are above 857 and less i —Dip Switch 2 than 90°F, ventilation will be prevented until the HVAC system becomes active. When the outdoor temperature is above 907 but below 100OF the ventilation provided s will be reduced to 25% of the calculated time for required ventilation. When outside temperature rises above 100°F, ventilation will be limited to once every 4 hours at 25% of FIGURE 3: DIP Switches 1 and 2 the calculated time for required ventilation. For measured indoor relative humidity between 50% CLIMATE SETTING and 52.5%: Ventilation will be prevented until the HVAC DIP 1 DIP 2 FUNCTION system becomes active and the ventilation provided will ON ON NORMAL be reduced to 75% of the calculated time required for OFF ON COLD ventilation. When the outdoor temperature is above 90OF but below 1007, the ventilation provided will be ON OFF HOT reduced to 25% of the calculated time for required ven- OFF OFF DISABLED tilation. When outside temperature rises above 100°F, FIGURE 4: ventilation will be limited to once every 4 hours at 25% DIP Switch Positions for Climate Setting of the calculated time for required ventilation. For measured indoor relative humidity between 52.5% and 55%: Ventilation will be prevented until the HVAC system becomes active and the ventilation provided will be reduced to 50% of the calculated time required for ventilation. When the outdoor temperature is above 90°F but below 1007,the ventilation provided will be reduced to 25% of the calculated time for required ventilation.When outside temperature rises above 1007, ventilation will be limited to once every 4 hours at 25% of the calculated time for required ventilation. For measured indoor relative humidity between 55% and 57.5%: Ventilation will be prevented until the HVAC system becomes active and the ventilation provided will be reduced to 25% of the calculated time required for ventilation. When the outdoor temperature is above 90°F but below 100°F,the ventilation provided will be reduced to 25% of the calculated time for required ventilation.When outside temperature rises above 1007, ventilation will be limited to once every 4 hours at 25% of the calculated time for required ventilation. P/N 780100700 09/19 Rev I Page 10 of 40 For measured indoor relative humidity is at 57.5% and above, ventilation will be limited to once every 4 hours at 25% of the calculated time required for ventilation. Ventilation will be prevented until the HVAC system becomes active. In Climate Mode: DISABLED,the FAVC will operate with two temperature limits for hot and cold temperature extremes.The high temperature limit is fixed at 100OF and low temperature limit is fixed at 0°F. Change in indoor Relative Humidity will have no effect on ventilation.Plenum protection will remain active. FIGURE 5:_Suggested Climate Zone Setting Based on North America Region For all climate modes,the FAVC incorporates a hysteresis algorithm program designed to limit ventilation control based on the relationship between outdoor temperature and relative humidity level changes within the home. Page 11 of 40 P/N 780100700 09/19 Rev I 3B. NORMAL CLIMATE ZONE In Climate Mode: NORMAL The FAVC will provide fresh outside ventilation if the outside temperature is between 100OF and 17°F depending on if the HVAC system is in heating or cooling mode and depending on indoor relative humidity change during the ventilation cycle. During the heating season, when outdoor temperatures fall below 40°F,ventilation will be prevented until the HVAC system is active in heating. When the outside air temperature falls below 347,the ventilation will be restricted to 25% of the calculated time required for ventilation. When outside air temperature drops below 17°F, ventilation will be prohibited. When measured indoor relative humidity is above 50%, and the outside air temperature is at 40OF or be- low, ventilation will be permitted as long as the trend of relative humidity is dropping. Ventilation will be prohibited on rise in relative humidity and will not be enabled until indoor relative humidity falls below 50%. During the cooling season the relative humidity relationships change. When outside air temperature is above 85°F, ventilation will not be permitted until the HVAC system is active. Other conditions that will require the HVAC system to be active is when the measured indoor relative humidity is above 50%. When measured indoor relative humidity is between 50% and 52.5%, ventilation time will be reduced to 75% of the calculated time required for ventilation. When measured indoor relative humidity is between 52.5% and 55%, the ventilation time will be reduced to 50% of the calculated time required for ventilation. When measured indoor relative humidity is between 55% and 57.5%, the ventilation time will be reduced to 25% of the calculated time required for ventilation. When measured indoor relative humidity rises above 57.5%, the ventilation will be restricted to 25% of the calculated required ventilation time and will only occur every 4 hours as long as the humidity levels remain above 57.5%. When outside air temperature is above 90°F but below 1007, the ventilation time will be reduced to 25% of the calculated time required for ventilation. When outside air temperature is at 100OF or above, the ventilation will be restricted to 25% of the calculated required time required and will only occur once every 4 hours until the outside air temperature remains above 100°F. ODT NORMAL CLIMATE Jill 100 90 OEM 85 COOLING REQUIRED FOR 75% 50% COOLING VENTILATION ' -70 75% 50% 68 NO RESTRICTIONS VENTILATION PERMITTED,LIMIT ON RISE OF 50 RH 40 39 HEATING REQUIRED FOR HEATING REQUIRED FOR VENTILATION, 34 VENTILATION LIMIT ON RISE OF FIR HEATING 32 HEATING.REQUIRED, HEATING REQUIRED FOR VENTILATION, 18 VENTILATION REDUCED TO 25% REDUCED TO 25%,LIMIT ON RISE OF RH 17 . 0PROHIBIT -10 15% 25% 50% 1 52.5% 1 55% 57.5% 60% RELATIVE HUMIDITY FIGURE 6: Normal Climate Operation P/N 780100700 09/19 Rev I Page 12 of 40 3C. COLD CLIMATE ZONE In Climate Mode: COLD The FAVC will provide fresh outside ventilation if the outside temperature is between 100OF and 07 depending on if the HVAC system is in heating or cooling mode and depending on indoor relative humidity change during the ventilation cycle. During the heating season, when outdoor temperatures fall below 407, ventilation will be prevented until the HVAC system is active in heating. When the outside air temperature falls below 25°F, the ventilation will be restricted to 25% of the calculated time required for ventilation. When outside air temperature drops below 0°F, ventilation will be prohibited. When measured indoor relative humidity is above 50%, and the outside air temperature is at 407 or below, ventilation will be permitted as long as the trend of relative humidity is dropping. Ventilation will be prohibited on rise in relative humidity and will not be enabled until indoor relative humidity falls below 50%. During the cooling season the relative humidity relationships change. When outside air temperature is above 85°F, ventilation will not be permitted until the HVAC system is active. Other conditions that will require the HVAC system to be active is when the measured indoor relative humidity is above 50%. When measured indoor relative humidity is between 50% and 52.5%, ventilation time will be reduced to 75% of the calculated time required for ventilation. When measured indoor relative humidity is between 52.5% and 55%, the ventilation time will be reduced to 50% of the calculated time required for ventilation. When measured indoor relative humidity is between 55% and 57.5%, the ventilation time will be reduced to 25% of the calculated time required for ventilation. When measured indoor relative humidity rises above 57.5%, the ventilation will be restricted to 25% of the calculated required ventilation time and will only occur every 4 hours as long as the hu- midity levels remain above 57.5%. When outside air temperature is above 90°F but below 100°F, the ventilation time will be reduced to 25% of the calculated time required for ventilation. When outside air temperature is at 100OF or above, the ventilation will be restricted to 25% of the calculated required time required and will only occur once every 4 hours until the outside air temperature remains above 1007. ODT COLD CLIMATE 90 OEM COOLING REUIRED FOR 75% 50% COOLING 85 VENTILATION ' 70 75% 50% Emml 68 NO RESTRICTIONS 50 VENTING PERMITTED,LIMIT ON RISE OF RH 40 39 HEATING REQUIRED FOR HEATING REQUIRED FOR VENTING, LIMIT ON 25 VENTILATION RISE OF HR HEATING 24 HEATING REQUIRED,VENTING HEATING'REQUIRED FOR VENTING, 1 REDUCED TO 25% REDUCED TO 25%,LIMIT ON RISE OF RH PROHIBIT0- -10 15% 25% 1 50% 1 52.5% 1 55% 1 57.5% 60% ;!it RELATIVE HUMIDITY FIGURE 7:Cold Climate Operation P/N 780100700 09/19 Rev I Page 13 of 40 3D. HOT CLIMATE ZONE In Climate Mode: HOT The FAVC will provide fresh outside ventilation if the outside temperature is between 100°F and 257 depending on if the HVAC system is in heating or cooling mode and depending on indoor relative humidity change during the ventilation cycle. During the heating season, when outdoor temperatures fall below 407, ventilation will be prevented until the HVAC system is active in heating. When the outside air temperature falls below 34°F, the ventilation will be restricted to 25% of the calculated time required for ventilation. When outside air temperature drops below 25°F, ventilation will be prohibited. When measured indoor relative humidity is above 50%, and the outside air temperature is at 40°F or below, ventilation will be permitted as long as the trend of relative humidity is dropping. Ventilation will be prohibited on rise in relative humidity and will not be enabled until indoor relative humidity falls below 50%. During the cooling season the relative humidity relationships change. When outside air temperature is above 857,ventilation will not be permitted until the HVAC system is active. Other conditions that will require the HVAC system to be active is when the measured indoor relative humidity is above 50%. When measured indoor relative humidity is between 50% and 52.5%, ventilation time will be reduced to 75% of the calculated time required for ventilation. When measured indoor relative humidity is between 52.5% and 55%, the ventilation time will be reduced to 50% of the calculated time required for ventilation. When measured indoor relative humidity is between 55% and 57.5%, the ventilation time will be reduced to 25% of the calculated time required for ventilation. When measured indoor relative humidity rises above 57.5%, the ventilation will be restricted to 25% of the calculated required ventilation time and will only occur every 4 hours as long as the humidity levels remain above 57.5%. When outside air temperature is above 90°F but below 100°F, the ventilation time will be reduced to 25% of the calculated time required for ventilation. When outside air temperature is at 100°F or above, the ventilation will be restricted to 25% of the calculated required time required and will only occur once every 4 hours until the outside air temperature remains above 1007. ODT HOT CLIMATE 90 • 85 COOLING REQUIRED FOR 75% 50% COOLING VENTILATION ' 70 75% 1 50% 68 NO RESTRICTIONS VENTILATION PERMITTED,LIMIT ON RISE OF 50 RH 40 39 HEATING REQUIRED FOR HEATING REQUIRED FOR VENTILATION. 33 VENTILATION LIMIT ON RISE OF RH HEATING 32 HEATING REQUIRED, HEATING REQUIRED VENTILATION REDUCED 25 VENTILATION REDUCED TO 25% TO 25%,LIMIT ON RISE IN RH 24 0 PROHIBIT -10 15% 25% 1 50% 1 52.5% 1 55% 1 57.5% 603/. RELATIVE HUMIDITY FIGURE 8: Hot Climate Operation Page 14 of 40 P/N 780100700 09/19 Rev I 4. OPTIONAL APPLIANCE MONITORING The FAVC provides 4 optional monitors to optimize energy usage and ventilation efficiency based on activity of connected venting appliances. Refer to Figure 9 for optional appliance dial display and Table 4 for Appliance dial ranges and factory settings. wow ,7,5 ``l 'so Appliance 00 ` #, —700 225 TypeSettings APPLIANCE 01 CFM Appliance 9 PP Factory Minimum Maximum 60��,;O0 Appliance ' 40— E�15 —12o ' #2 APPLIANCE#1 HRWEBathroom Fa 75 25 225 '��✓% Bathroom Fan "),CF 1\14O APPLIANCE#2 Bathroom Fan 75 20 140 APPLIANCE #2 I 200 zao 7so ' APPLIANCE#3 Clothes Dryer 200 80 400 160. 32o APPLIANCE#4 Kitchen Range Hood 850 100 1600 ' 1 � za"' r* —Appliance or Draft Assisted 8oCFM\4 #3 Gas Log Fireplace APPLIANCE #3 „ ) IWO TABLE 4:Appliance Dial Ranges and Factory Settings 4(X)- 1300 uK1�c `lroo Appliance 11;PLIANCE �0 #4 FIGURE 9 OPTIONAL FAN MONITORING SETTINGS The appliance monitoring connection terminal block (See Figure 1, on page 4) is used for connecting up to four (4) separate optional appliances (multiple bathroom exhaust fans, clothes dryer, range hood, etc.) for monitoring or interacting with exhaust operations. Please note any appliance can be moni- tored if its air flow is within the appliance dial setting range. When appliances are active, the length of time in operation and flow rate of the device are used to credit against the ventilation requirements. Dwell time for appliance #1 and 2 is 2 hours maximum. Dwell time for appliance #3 and 4 is 4 hours maximum.The appliance monitoring features are based on the following equipment devices: Appliance#1 —HRV/ERV or Bathroom Fan or Exhaust Fan Appliance Appliance#2—Bathroom Fan Appliance#3—Clothes Dryer or Central Vacuum Appliance#4—Kitchen Range Hood or Draft Assisted Gas Log Fireplaces The four optional terminal input pairs are intended for a 24VAC signal (must have a common feed). Each input pair is electrically isolated from the other pairs. Unused input pairs should be left unconnected.The associated control setting does not matter if the input is not used. The optional inputs are not required for FAVC to operate properly. Refer to Table 5 for additional information regarding normal and optional operational conditions for Appliances 1 through 4. CONNECTION Type NORMAL Operation OPTIONAL Operation APPLIANCE#1 Bath Fan Monitoring: Energy Saving Mode: or (DIP 4 OFF) (DIP 4 ON) HRWERV Contributes to ventilation Drives Appliance#1 Fan when additional whenever appliance#1 runs. ventilation is required in lieu of Central Fan APPLIANCE#2 Bath Fan Monitoring None APPLIANCE#3 Clothes Dryer Passive Make-UP Air: Active Make-Up Air or (DIP 3 OFF) (DIP 3 ON) Range Hood Opens Damper whenever Turns on central fan&opens damper Appliance#3 is on. whenever appliance#3 runs. Monitoring APPLIANCE#4 Comercial Range Hood Active Make-Up Air: None or Will run central fan with damper Gas Fireplace open when Appliance#4 is on. Monitoring TABLE 5:Appliance Connection Type and Operational Condition P/N 780100700 09/19 Rev I Page 15 of 40 Appliance #1 input monitoring terminals are designated as Al and Al C.The Al C terminal should be connected to common 24VAC power.The control setting represents the air flow rate of the appliance that is being monitored (set the CFM Appliance #1 air flow dial setting to match appliance air flow rating or measured air flow rating). If the FAVC is set to energy saving mode, the control setting represents the flow rate of exhaust appliance that is controlled by the FAVC "E" terminals (set the CFM Appliance #1 air flow dial setting to match the exhaust fan, bathroom fan or HRV/ERV device measured air flow rating). When FAVC is set to energy saving mode, the FAVC will not control the central fan on the air handier unit but will power the "E" terminals to operate a remote relay to turn ON/OFF the exhaust fan, bathroom fan or HRV/ERV devices.The air flow range for appliance#1 is 25 to 225 CFM and is initially factory set at 75 CFM. Appliance #2 input monitoring terminals are designated as A2 and A2C. The A2C terminal should be connected to common 24VAC power. This input is typically used to monitor a bathroom fan or other suitable exhaust fan appliance. The control setting represents the air flow rate of the appliance that is being monitored (set the CFM Appliance #2 air flow dial setting to match appliance air flow rating or measured air flow rating). The Appliance #2 monitor setting will only take effect if the signal to the A2, A2C terminals is active. This will be an additional exhaust flow monitored and be added to the Appliance #1 air flow usage if present when the energy conservation mode is enabled. If energy saving mode is disabled (OFF), the total air flow usage that is monitored from appliance #1 and #2 will be credited against required ventilation based on the continuous CFM setting.The air flow range for appliance#2 is 20 to 140 CFM and is factory set at 75 CFM. Appliance #3 input monitoring terminals are designated as A3 and A3C. The AX terminal should be connected to common 24VAC power. This input is typically used to monitor a clothes dryer or other medium CFM suitable exhaust fan appliance. The control setting represents the air flow rate of the appliance that is being monitored(set the CFM Appliance#3 air flow dial setting to match appliance rating or measured air flow rating).The air flow range for appliance#3 is 80 to 400 CFM and is factory set at 200 CFM. The input signal for appliance#3 is used for ventilation control by the FAVC in two different modes depending on DIP Switch 3 position.This feature is shipped OFF (DISABLED) from the factory. If the DIP Switch 3 is set to: ON - The FAVC will directly control the central fan whenever appliance #3 input terminal is energized. When active, appliance #3 will override the temperature and humidity limits. OFF - The FAVC will accumulate run time of exhausting appliance whenever appliance#3 input terminal is energized based on dial setting for CFM Appliance #3 and use this information to decide if minimum ventilation requirements have been met or adjust ventilation time-on duration on the next ventilation cycle. Appliance #4 input monitoring terminals are designated as A4 and A4C. The A4C terminal should be connected to common 24VAC power.This input is typically used to monitor a kitchen range hood, draft assisted gas log fireplaces or other large CFM suitable exhaust fan appliance. The control setting represents the air flow rate of the appliance that is being monitored (set the CFM Appliance #4 air flow dial setting to match appliance rating or measured air flow rating). The air flow range for appliance#4 is 100 to 1600 CFM and is factory set at 850 CFM. Whenever appliance#4 input terminal is energized, the FAVC"V"(ventilation device) and"E"(exhaust fan device) output terminals are energized and the central fan is turned on.This will force fresh air ventilation and air recirculation for as long as appliance #4 is active. The FAVC will calculate a dwell time based on Appliance #4 CFM rate and length of operation of Appliance #4. When active, appliance #4 will override the temperature and humidity limits. Page 16 of 40 P/N 780100700 09/19 Rev I 5. MAKE-UP AIR OPTIONS - DIP Switch 3 The FAVC is equipped with two make-up air features for use R with high flow exhaust appliances such as kitchen range hoods, Dip Switch 3 clothes dryers, and draft assisted gas log fire places. The primary make-up air function is associated with appliance #4. When a signal is present on appliance #4 terminals, (A4 and A4C), the fresh air '� Y damper will open and the central fan will run. The secondary FIGURE 10:DIP Switch3 make-up air function is associated with appliance #3. This feature is configurable with dip switch 3. With the dip switch 3 set to off (de- DIP 3 FUNCTION fault),will set the appliance #3 in a passive ventilation mode,such that ON FAN CYCLES WITH only the fresh air damper will open when the appliance#3 is active. To APPLIANCE#3 INPUT select the make-up air mode for appliance #3, set dip switch #3 to OFF FAN DOES NOT CYCLE WITH APPLIANCE#3 INPUT on. When appliance #3 is active, the fresh air damper will open and the central fan will run. Refer to Figure 10 and 11 to set dip switch 3. FIGURE 11: DIP Switch 3 Fan- Activity with Appliance#3 6. ENERGY SAVING OPTION - DIP Switch 4 ?,a-am 0 U , Energy Saving Mode is a configurable feature designed to allow I 0 the FAVC to control or not to control the central fan during a call for I ventilation when the thermostat is not in a heating or cooling mode I condition. If energy saving mode is ON (ENABLED) and the f —Dip Switch 4 P thermostat requires a heating or cooling action, the CFM Heat Vent and CFM Cool Vent dial rates for heating and cooling modes are FIGURE 12: used in combination with CFM continuous dial rate to determine Energy Saving DIP Switch 4 if the HVAC has operated long enough to meet the ventilation requirement. If the heat or cooling run time driven by the thermostat ENERGY SAVING MODE does not meet the required ventilation run time for the heat/cooling DIP 4 FUNCTION event, the FAVC will keep the fresh air damper open and activate ON ENERGY SAVINGS MODE, the auxiliary exhaust device once the central fan has shut down EXHAUST FAN CONTROL due to the thermostat control call. In specific terms,the vent (V) and OFF DISABLED auxiliary fan (E) terminals of the FAVC will remain active based FIGURE 13: DIP Switch 4 on the required time to meet ventilation requirements using the Energy Saving Mode Appliance#1 flow rate setting. To ENABLE Energy Saving Mode, set DIP Switch 4 to ON (ENABLE) to allow the FAVC to not control the central fan during a call for ventilation. In the ENABLE mode, the FAVC will independently energize the vent (V) and auxiliary fan (E) terminals when fresh air ventilation is required; and the HVAC system is not running. Refer to Figure 12 and Figure 13 for DIP Switch 4 setting to configure FAVC central fan control during a call for ventilation function. This is ideal for use with an ERV/HRV system or to remote control a bathroom fan or exhaust fan.The FAVC will operate the central fan of the air handler under specific conditions, regardless if energy saving mode is ON or OFF: Condition 1 If the thermostat has had no calls for heat or cooling with in a 4-hour time period,the FAVC will cycle the central fan for one ventilation time period, Condition 2 If appliance #3 has input monitoring event and DIP Switch 3 is set to ON, the central fan will operate whenever the appliance #3 is turned on, or Condition 3 If appliance#4 has-an input monitoring event,the central fan will operate whenever appliance#4 is turned on. With the Energy Saving Mode OFF (DISABLED), the FAVC will turn ON the central fan and activate the vent(V)terminal for all ventilation requirements even if the thermostat is idle or off. P/N 780100700 09/19 Rev I Page 17 of 40 7. REMOTE CONTROL - Dip Switch 5 (ON-OFF Feature) 7A. REMOTE ON/OFF FEATURE The FAVC control can be turned off by using one of two methods. ° TWO DIAL METHOD: ' The first method will require you to write down the cool vent and heat vent settings and then set both controls to their lowest setting (all the way counterclockwise). The FAVC may take up to 15 to 20 seconds to DIP SWITCH 5 shut down. The outdoor temperature status LED will turn off when the FIGURE 14: FAVC has been disabled. Note that if appliance#4 is used and a signal is DIP Switch 5 present on its terminals,the FAVC will permit the makeup air function as this is a required function. MANUAL SWITCH METHOD: The second method that is only available on the Generation 2 models which are equipped with a 5 position dip switch and the additional RA and RB terminals is an on-off function. This will eliminate the need to change the cool vent and heat vent settings as they can remain as is. The FAVC can be turned off by setting SW1 position 5 to the off position. To turn the FAVC back to on,or to bypass the remote on-off feature,set SW1 position 5 to on. REMOTE ON-OFF FUNCTION WITH MANUAL SWITCH METHOD: This method will allow the means to turn off the FAVC from a switch mounted at a convenient location. Place the SW1 position 5 switch to the off position. Connect a pair of wires,one to the RA and the other to the RB terminals. The other end of the wires can be connected to a wall mounted switch (note that this is a low voltage 24VAC signal at 5mA current,do not run this with line voltage wiring). The Remote on-off feature is ideal if the FAVC control is mounted in the attic or in a difficult to reach location. The FAVC will take up to 10 seconds before it will turn off.When the FAVC is off,the outdoor temperature LED will turn off. Note: if the appliance#4 is used,any signal applied to the appliance 4 terminals will permit makeup air to be active such that the damper will open,and the central fan will turn on). 7B. LED OUTDOOR TEMPERATURE STATUS (COLOR CHANGES FLASHES) The LED indicates several conditions. When the LED is green in color it indicates that the outdoor tem- perature is suitable for ventilation without the need of heating or cooling to be active and if the indoor humidity is at or below 50%. If the humidity is above 50%the LED will flash from green to red or green to blue depending on the outdoor temperature. The LED when off may indicate several conditions. No power to the control, the outdoor temperature sensor is not connected properly or that the FAVC has been turned off by one of two methods described above. When turning on the FAVC when it has been turned off by remote or SW1 position 5 is changed from off to on,there will be a delay before the LED turns on (approximately 10-15 seconds) Page 18 of 40 8. INSTALLATION 8A. INSTALLATION LOCATIONS 8Ai. FAVC location The Fresh Air Ventilation Controller (FAVC) has been designed to install directly to the return air plenum of your HVAC system, refer to Figures 15 and 16 for additional installation informa- tion. The FAVC can be installed on the wall in the return air stream as close to the return air vent of HVAC system when the small room is designed to act as a return air plenum using the optional FAVC mounting bracket (Field Controls P/N: 602600150), refer to Figure 17 for return air closet installation information. OPTIONAL INLINE HEATER (REQUIRED FOR COLD REGION ONLY) GABLE END'WALL, BAND JOIST, .FURNACE/ FILTER/TRIO 1200%2000 OR PORCH SOFFIT AIR HANDLER f FRESH AIR I \ INTAKE OUTDOOR DUCT TEMPERATURE FRESH AIR SENSOR T INTAKE HOOD i W/SCREEN SUPPLY PLENUM . 10" � DAMPER FRESH AIR FRESH AIR AIR FLOW VENTILATION 11 (SUPPLY) CONTROLLER '- (FAVC) AIR FLOW (RETURN( FIGURE 15-Attic/Horizontal Air Handler Installation PREFERRED OPTIONALINLINEHEATER SUPPLY RETURN (LOCATION) (REQUIRED FOR COLD DUCT DUCT FRESH AIR REGION ONLY) KLVENTILATION FRESH AIR CONTROLLER FRESH AIR INTAKE HOOD (FAVC) INTAKE W/SCREEN DUCT / MINIMUM / 6"-10"MINIMUM - OUTDOOR FRESH AIR t AIR FRESH TEMPERASENSOR TORE FAVC DAMPER (ALTERNATE 0 AIR FLOW \LOCATION FURNACE/ C) OUTSIDE AIR HANDLER 0 WALL 0 FILTER TRIO 1200/2000 FIGURE 15-BasementNertical Air Handler Installation Page 19 of 40 P/N 7801 00700 09/1 9 Rev I R/A VENT FROM HOME OPTIONAL INLINE HEATER ---------------- (REQUIRED FOR COLD REGION ONLY) SUPPLY DUCT FRESH AIR INTAKE HOOD W/SCREEN FAVC ON 0 WALL MOUNT �— INSIDE BRACKET WALL FRESH AIR FRESH AIR OUTSIDE WALL DAMPER o, OUTDOOR TEMPERATURE FURNACE/ 6 SENSOR AIR . HANDLER 0 FILTER/TRIO 1200/2000 FIGURE 17-Return Air Closet Installation P/N 780100700 09/19 Rev Page 20 of40 8Aii. FAVC Mounting After a mounting location for controller has been selected, affix the hole template provided with FAVC installation kit, Figure 18 (dwg: 780101300) to return air plenum and mark the locations for two mounting holes and sensor hole.Drill two 0.136"diameter holes in metal ductwork for securing the con- troller with two#8 sheet metal screws.Drill a 1-1/2 inch diameter hole(or penetrate the ductwork and cut a 1-1/2 inch square hole) in ductwork to allow the controller's Humidity/Temperature Sensor to sense actual return air duct environmental conditions.The Humiditylfemperature sensor extends out from the back of the controller plastic case.Refer to Figure 18 for exploded view of FAVC unit mounting to ductwork. WARNING: The controller is provided with pre-installed gasket material around the sensor. Do not install controller without gasket seal material installed. SIDEVIEW DIAMETER HOLE HUMIDITI'/ C TEMPERANRE f SENSOR 0 0.136" 10 RETURN AIR - DIA HOLES FAVC STREAM (DUCTWORK) Figure 18: FAVC Mounted Directly to Ductwork SEPARATE RETURN OR DUAL . DUCT FRESH AIR INTAKEIEXHAUST EXHAUST HOOD WISCREEN _ HRVIERV Irri,1er a/ -- j� EXHAUST 10" OUTDOOR TEMPERATURE FAVC SENSOR O OUTSIDE WALL FIGURE 19-Example of Template for FAVC Mounting (MOTTO SCALE) Page 21 of 40 P/N 780100700 09/19 Rev I 8Aiii. Intake Air Connection and Duct Installation ASHRAE recommends that the fresh air intake be located at least 10 feet from any source of pollutants such as auto exhaust, dryer exhaust, exhaust from any fuel-burning appliance, etc. Avoid installation near odor sources such as garbage bins or barbecue grills. A minimum of 3 foot above ground is recommended to avoid ingress of leaf litter, grass clippings, etc. Do not use a crawl space, basement or attic as a source of intake air. Always be sure to comply with local building code requirements regarding fresh air inlets. Ductwork Specification • All flexible ducts must meet UL safety standards for Class I air ducts and connectors. • All ducting must be installed according to HVAC codes and standards. • All duct connections should be sealed with UL181 foil tape or mastic to prevent leakage. • Insulated duct of at least R-4 insulating value with a continuous vapor barrier must be used for the intake duct. The vapor barrier must be sealed at both ends. • Exterior intake should be installed above snow line or a minimum of 18" above ground level, whichever is greater. • Exterior intake hood must be weather resistant and must have a screen (1/4" openings) to prevent debris,animals and insects from entering ductwork. P/N 780100700 09/19 Rev I Page 22 of 40 8Aiv. Fresh Air Damper(FAD) or HRV/ERV location The fresh air damper (FAD) can be located anywhere in the fresh air inlet duct. Minimize the length of the inlet duct to improve airflow and improve system efficency. It is recommended that the damper be as close to the return air plenum as possible, and that the inlet duct connect to the return plenum upstream of the system filter, and downstream of any duct-mounted sensors. The HRV/ERV unit should be installed in an area where the air is tempered to avoid freezing of the condensate line.The contractor should install the unit in an area that is very accessible to allow the homeowner easy access for maintenance. It is very important to install an electric receptacle (115V) near the HVR/ERV,a seperate circuit breaker is also recommended.You should have access to a condensate drain near the HRV/ERV to avoid the use of condensate pump. As a minimum, double the continuous ventilation flow rate for sizing the HRV/ERV product. Use the HRV/ERV air flow rate as the CFM HEAT and CFM COOL dial setting one the FAVC unit. PREFERRED SUPPLY RETURN LOCATION ) DUCT DUCT FRESH AIR VENTILATION FRESH AIR CONTROLLER FRESH AIR INTAKE HOOD (FAVC) INTAKE W/SCREEN DUCT MINIMUM Jf/ ��— FRESH AIR FAVC ALTERNATE DAMPER OUTDOOR (LOCTION 1 TEMPERATURE A 11 SENSOR ° AIR FLOW_ �. OUTSIDE WALL FIGURE 20-Fresh Air Damper(FAD) and Fresh Air Intake location SEPARATE RETURN OR DUAL DUCT FRESH AIR INTAKE/EXHAUST. EXHAUST HOOD WISCREEN �® 6° ID HRV/ERV. INLET FAVC MINIMUM INLET EXHAUST —" OUTDOOR TEMPERATURE SENSOR ° U ° OUTSIDE WALL FIGURE 21 -ERWHRV and Fresh Air Intake location Page 23 of 40 P/N 780100700 09/19 Rev I 88. WIRING AND CONNECTIONS This area is used to fine tune actual operating conditions by manually setting DIALS to match actual appliance or operational condition to provide fresh air ventilation all year round to meet ASHRAE 62.2 Ventilation Standards while providing energy conservation, better indoor air quality and keeping comfort in mind. Refer to TABLE 1 for Air Flow Dial ranges and Factory Settings. The first three dial settings(CFM Continuous,CFM Cool Vent and CFM Heat Vent)on the FAVC are used for computing the continuous ventilation run time and dwell time based on ASHRAE 62.2 Standard.The cycle rate is fixed at 30 minutes.Refer to Figure 2 for ventilation only required dials. Adjust the setting on the FAVC for the CFM Continuous dial to match the continuous ventilation rate for your dwelling per VENTILATION SETTINGS section,starting on page 5. The CFM Continuous rate is initially factory set at 100 CFM. The Cool Vent and Heat Vent dial settings allows for two different settings if the air handier is equipped with an ECM blower that may operate at different fan speeds for cooling and for heating modes. If the system is a heat pump, the FAVC will automatically detect if the system is operating in cooling or heating based on the outdoor air temperature and the return air temperature. Each heating and cooling cycle is monitored on the Y terminal;minimum and maximum temperatures are also recorded to anticipate the next call for heating or cooling.Conventional systems or heat pumps with auxiliary heat,the W terminal will indicate if the system is in heating mode of operation.The CFM Cool Vent and CFM Heat Vent rates are initially factory set at 400 CFM each. For basic ventilation wiring requirements using Fresh Air Damper(FAD)or HRWERV devices,refer to Wiring Diagram 1 for Conventional Heat and Cool Systems with FAD, Diagrams 2A &2B for Single or Dual Heat Pump systems with FAD,Diagram 3 for Conventional Heat and Cool System with HRWERV. Refer to Diagrams 4&5 when adding optional appliance monitoring and/or control features. 88i. Ventilation Control Connectors The FAVC has two isolated outputs for control of a fresh air damper and a remote relay to control an exhaust fan (auxiliary fan for balanced ventilation or a bath fan). The Vent and Exhaust Fan terminal block is in the VENT AND EXHAUST VENTILATION CONTROL CONNECTION area of the FAVC as shown in Figure 1 and Figure 22. The terminals for the ventilation damper are labeled with a V; and the terminals for the exhaust fan are labeled with an E. Both sets of terminals are compatible with all types of ERWHRV systems that use dry contact or DC signals. The V terminals can be used to activate an ERWHRV unit if placed into intermittent fan operation. Some ERW HRV units can be configured to operate as two speed where the low speed will run continuously and the high speed is activated by dry contacts. If the flow rate of the low speed operation is measured, it can be subtracted from the required continuous cfm rate on the primary control. The high-speed rating can be used for both Cool and Heat vent CFM values if a fresh air damper is not used. Both, the V and E terminals are isolated from the 24 VAC supply (dry contact form), one terminal of the pair must be connected to the R (24VAC) power side of the supply transformer to control the fresh air damper or the remote relay to operate a fan. Both V and E terminals will be active during ventilation calls. raw, K3 FIGURE 22: Vent and Exhaust Control Connections (Rotated 90°) A WARNING: Under no circumstances shall line voltage be wired to these terminals. This product is rated for Class 2 low voltage use. Ratings: 24VAC (3A max load). Dry contact compliant,and suitable for up to 24VDC (3A max load). P/N 780100700 09/19 Rev I Page 24 440 88ii.Thermostat and Air Handler Connections The FAVC has 5 terminals to interface between the thermostat and air handler.The Thermostat and Air Handler terminal block is in the THERMOSTAT AND AIR HANDLER CONNECTION region of the FAVC as shown in Figure 1 and Figure 23. The terminal designations are as follows: • C is the common • Y is the compressor signal from the thermostat • W is the heat signal from the thermostat • GT is the fan signal from the thermostat • GF is the fan signal to the Furnace or air handler • R is the 24VAC hot The FAVC will require connections to the Y terminal in order to optimize ventillation usage as this signal is used to allow ventilation if cooling is required or heating is required (Heat Pump ONLY). If your system is a dual fuel heat pump, the W terminal ,` _� . � `� 9x • f � .� may be used to monitor heating. Conventional heat/cool units will require both Y and W terminals to be connected. The GT �®® signal may be used to invoke a ventilation cycle only if humidity or outdoor temperatures are adequate for ventilation in the — compressor or heating is not active. FIGURE 23: Thermostat and Air Handler Terminal on FAVC(Rotated 90°) Page 25 440 P/N 780100700 09/19 Rev I z V W 0 0 0 �o GENERIC. it 1HEIRWO STAT o 0 o co 24'4AC ro asQ n _ m � N � .`I a�/�d,Y�•' l REMOTE Qt�{iOEF _ Fl±'OR fQT GF -------------- AIC - i Al --_- -------- -� -®--� ! RA - ROGKE�t .AP - -- - ----- - - - �f. A]C - AS _ A4c (RED)2-0V.4G Er Al j- (BLUE)4PEAI IYEi}i;�7i''Ui — 5 HT)COh1 I im.klAIR L)AN1PHIt'IfA11) ' DIAGRAM 1: CONVENTIONAL HEAT AND COOL Wiring Diagram (Thermostat,Air Handler, FAVC,ODT Sensor and Fresh Air Damper) HEAT PUMP UNIT HEAT PUMP THERMOSTAT FANS G-FAN o COMPRESSOR-Y - =_ - Y COMPRESSOR co AUX HEAT-W W,AUX HEAT z REV VALVE-B!O Q B(O-REV.VALVE a 24VAC-R it R-24VAC COMMON-C U M C-COMMON C 0 6 9 I I EN2, o ' UQ w 2 N Q C S S l o Y S S F al OPTIONAL � REMOTE ONlOFF FAN"C'ODT SF._l\SOR 1 A'I C R, Al ____ ____ _____ _ - - I — RA ROCKER SWITCH I_____ __v__v s___—o_ R8 C H, A2C A2 V A3C V A3 E(RED)24VAC E A4C (BLUE)OPtN A4 (YEL)OUTPUT z (WHT)tom ' 0 V 14 co FJkE8li.kIR DAMPER(FAD) O g DIAGRAM 2A: SINGLE STAGE HEAT PUMP Wiring Diagram f (Thermostat,Air Handler,FAVC,ODT Sensor and Fresh Air Damper) z v co 0 0 HEAT PUMP UNIT HEAT PUMP THERMOSTAT 0 m FANG G-FAN o o 0 COMPRr=ssoR-Y2 +s-- YMOMPRESSOfZ z AUX HEAT-W W-AUX HEAT' n` REV VALVE-S(O q B)Q-REV.VALVE 24VAC-R R 24VAC COMMON-C �'o C-COMMON 0 E 6 I q -Ci EN2 I VC PIN:.6026.00100 0. b a I C S 3 o al - I _-- Y 3 3 CD OPTIONAL e -—_ w REMOTE ONIOFF FAVC ODT SENS(}Ct GT tic FC P/N-620000102 AF yo A4C I - o-=-----, 1 RA Al ROCKER SWITCH I----------— — —.�____-- RB c AA A2 (RED)24VAC V ASC (BLUE)OPEN V (YEL)OUTPUT E 3 Ad A 3 (WHT)COM ' E A4 FRES�-I AIR DAMPER(FAD. DIAGRAM 213: 2 STAGE HEAT PUMP Wiring Diagram (Thermostat,Air Handler, FAVC,ODT Sensor and Fresh Air Damper) GENERIC THERMOSTAT C1 NE111C HN-AC RC 24VAC:(J.UA;1pE1;} 24NAC x R 24V_AC HEXF \r o W H)•:�1' CUNIPRICSSOR Y — --- — s-=-- - - - -- - Y COOL CQtiq�iC}\ r C CONIMON i I F'Av'C —GFN2 F'C PIN: 60260.0100 r C s s — OPTIONAL SW ro REMOTE ONIOFF F.A`'C ODT SENSOR OQ GT NC FC PJ\:at24U1}Ul U2 N t--------_--_�I GF C 1 t NO A1C 1� 0 � j R Al----- ---------------------- ROCKERSWITCH !v --__e__®_____ R8 C A2C A4 V V AX qA4 u 't 131 EIt .V-1.HUU4_I_.: 1'(_I SuIIIi\'!/'('15uL'iil' S\"U(_I:V:Ulri (-f iV T:,C1'(MI-1' It P11(1 Il: - z CAUTION:D•O NOT CONNECT ANY 24VAC SOURCED�IRES F20:.;SHE THERS10STAT.HVA C UNIT.OR FAVC SO ANY OF THE SVDC RASED TERMJNAIS ON THE FCF0H.RV/ERV.FC15GHRVlERV. z OR THE FC2NHRV1E5ZV AS DA:AGE TO V o CONYRO=S t,t:,l'Rc"SUCi. O O g DIAGRAM 3: Conventional Wiring Diagram (Thermostat,Air Handler, FAVC,ODT Sensor and HRWERV Device) rb 8Biii. Outdoor Temperature Sensor(ODT)Connection The FAVC uses an Outdoor Temperature (ODT) Sensor to monitor — ventilation temperatures passing into the ventilation duct from the outside of the dwelling. The Outdoor Temperature Sensor terminal block is in the OUTDOOR TEMPERATURE SENSOR CONNECTION area of the FAVC as shown in Figure 1 and Figure 23. Terminals are marked with an "S: The ODT sensor is supplied with the FAVC and ` MUST BE INSTALLED for the FAVC to operate properly. The best loca- tion to mount the ODT sensor is next to the fresh air damper on the side wall of the duct. Location on duct should be between the fresh i air damper and the outside vent hood or between inline duct heater --and outside vent hood in cold region applications (Refer to Figures FIGURE 23: 14, 15 and 16). Refer to Figure 20 with HRV/ERV equipment for Outdoor Temperature ODT sensor location. Drill a 1/4 inch diameter hole and insert the sensor Sensor Connection probe into the vent duct and seal with metal duct tape. The ODT sensor (Rotated 90°) is not polarized therefore, it does not matter which wire is connected to either"S"terminals. 7Biv. Outdoor Temperature Sensor LED Status The FAVC will provide status via a three color (Red, Green or Blue) LED to indicate outside air temperature meets ventilation ODT requirements or if ventilation will be limited due to temperature or RED IS HOT humidity levels. Refer to FIGURE 24, Green indicates outside air BLUE IS COLD meets ventilation requirements without restrictions.Red indicates the GREEN IS NORMAL outside temperature is greater than or equal to 90°F, too hot for ventilation and may be restricted to 25% or prohibited when outside FIGURE 24:Outdoor temperature reaches 100°F. Blue indicates the outside air Temperature (ODT) LED temperature is less than 40°F, is too cold for ventilation and may require heating to be active, restricted or prohibited. The LED may turn blue in color if the plenum low temperature is reached. If the LED is off, this would indicate there is no power or there is a fault in the sensor or sensor wire connection.The LED may be off for first 15 seconds after power is applied to FAVC. P/N 780100700 09/19 Rev I Page 30 of 40 8Bv.Appliance Monitoring Connections Optional Control Functions The FAVC can combine an optional control function to activate multiple exhausting fan devices which are monitored for ventilation accumulation runtime across Appliances #1 and 2 terminals. The optional output control terminals are designated as pairs and are intended for a 24VAC signal (must have a common feed). For device control purposes, always use the exhaust device terminals (E,E) for wire connections and install a separate 120/24VAC transformer to supply isolated 24VAC control power. A separate 24VAC relay (AUBE RC840) should be used in the power circuit(120 VAC)to drive the exhausting fan device. Refer to section 4 for the settings for Appliance Monitoring The terminal block is used for connecting up to four(4) separate optional appliances (multiple bathroom exhaust fans, clothes dryer, range hood, etc.) for either tracking or monitoring of exhaust operations. Please note any appliance can be monitored if its air flow is within the appliance dial setting range. The appliance monitoring features are based on the following equipment devices: Appliance#1 -HRV/ERV or Bathroom Fan or Exhaust Fan Appliance Appliance#2-Bathroom Fan Appliance#3-Clothes Dryer or Central Vacuum Appliance#4-Kitchen Range Hood or Draft Assisted Gas Log Fireplaces The FAVC can combine an optional control function to activate multiple exhausting fan devices which are monitored for ventilation accumulation runtime across Appliances #1 and 2 terminals. The optional output control terminals are designated as pairs and are intended for a 24VAC signal (must have a common feed). For device control purposes, always use the exhaust device terminals (E,E) for wire connections and install a separate 120/24VAC transformer to supply isolated 24VAC control power. A separate 24VAC relay (AUBE RC840) should be used in the power circuit (120 VAC) to drive the exhausting fan device. Refer to sections 5 & 6 for more information about Make Up Air and Energy Saving options. Additional features may be engaged using Dip Switches 3&4 as referenced in sections 5&6. Page 31 of 40 P/N 780100700 09/19 Rev I z V 00 O oNOTE: HVAC,Thermostat,Outdoor Sensor Wiring and FAD/HRWERV o Connections not shown for simplicity. I 1 rn I 00 1 M O co t\ _ I FAVC tFC PIN:46677 600) OR FC P/\:G02600100 1 PSENSOR 1 (FC PIN:40670500 ' FAVC APPLIANCE#1: BATH FAN INPUT SECTION ----------------- 1 1 ALL INPUTS:24VAC CLASS 2 A1C Al I 1 A2C B IA2 A A3C A3 i (FC PIN:46677 600) OR I A4C P-SENSOR A4 (FC PIN:46676500 APPLIANCE #2: BATH FAN tD N O I 1 O I I R ' —®— N.O. 24VAC B I SOURCED A —__ FROM AIR C cote HANDLER i C-SENSOR OR (FC PIN:46676600) ' I I PS OR I ' (FC P/N::4067G67G600 APPLIANCE#3: CLOTHES DRYER 120VAC:24VAC I 1 ------------------J - E L' ]JE I J 1 --- 1 � I 1 1 1 ---J I 1 ISOLATIONTRANSFOR.N1ER FC P/N:46524800 (PLUG IN 24VAC,40VA) A s I FC P/N: 46638800 (SPUD MOUNT 24VAC, 50VA) 1 COM 1 (FC P!N 466776600) OR I PSENSOR 1 (FC PIN:46676SOO 1 LAPPLIANCE#4_ RANGE HOOD --j DIAGRAM 4 Appliances 1 thru 4 Monitoring Connections using Current or Pressure Sensors NOTE: HVAC,Thermostat,Outdoor 5ensorWiring and FAD/HRV/ERV Connections not shown for simplicity. 0 BATH FAN#1 c O GNO m O 00 N n L1 WALL SWITCH a ' w RED C au he RC840 BLACK 24VAC RELAY FAVC B FC Pjlti:66264101Off I INA csewsnri C g" (FC PIN:468766DOJ Y 3 W' G7 Q GF AIC w a - A% BATH FAN 42 w RA RB C GND O V N V A3C L7 asC �I WALL SWITCH E E A4 RED W C aube RC840 BLACK 120 AG:24VAC 24VAC RELAY L1. u 'q B A CSEN9OR C (FC PIN:4867060(l} Ll 14 00 II•i a O o V L1 L2 GNO O O O ID ID DIAGRAM 5: Control and Monitoring Appliances using Current or Pressure Sensors and External Aube Relay 9. MAINTENANCE AND TROUBLESHOOTING Follow individual exhaust fan device manufacturer's troubleshooting and maintenance information. There is no routine maintenance required for the FAVC (controller) other than making sure the wires connected to the FAVC terminals are secure and the screws holding the unit to ductwork is tight. Field Controls Technical Support is available Monday-Friday from 8:00 am to 5:00 pm (EST) at 800.742.8368 or by email at fieldtec(@fieldcontrols.com for further assistance. To reprint a copy of the latest revision of this manual,visit www.fieldcontrols.com to download. SYMPTOM TROUBLESHOOTING PROCEDURE Central fan turns on unexpectedly If ventilation requirement has not been met,the FAVC will activate the central fan.This is normal operation. The fresh air damper does not open Damper is not plugged in or properly wired.Check during call for ventilation. connector and wiring connections. • Outdoor temperature is outside the operating limit temperatures for fresh air ventilation • Indoor RH is above humidity limits for fresh air ventilation FAVC controller LED is: Green LED indicates outside air meets ventilation Green requirements without restrictions. This is normal, system will function normally. Blue Blue LED indicates the outside air temperature or return air plenum air temperature is less than 40°F. In this condition, fresh air ventilation is prohibited. Red Red LED indicates the outdoor air temperature is greater or equal to 907 and may restrict ventilation to 25%. If temperature rises to 100°F, fresh air ventilation is prohibited. No Color No color LED indicates no power 24VAC power or common from HVAC system or faulty ODT sensor: ODT Sensor OHM Measurement 1.Check 24VAC power from HVAC/thermostat. 100°F 5861 2.Check wire connections to/from HVAC/Thermostat to FAVC at terminals. 80OF 9116 3. ODT Sensor - Check wire terminal connections. Check 60OF 13926 wire nut connections. Disconnect ODT wires from S 407 26207 terminals and perform ohmmeter check on based on temperature vs ohm readings. (Chart to left) If ohm 20OF 46673 readings do not match temperature scale, replace ODT1 sensor. Central fan does not turn on during The FAVC DIP Switch 4 is set to ON (Energy Saving Mode). fresh air damper ventilation and appli- The controller will turn on/off appliances and fresh air ance operation damper to meet ventilation requirements. This is normal. P/N 780100700 09/19 Rev I Page 34 of 40 10. SPARE PARTS AND OPTIONAL ACCESSORIES MODEL DESCRIPTION FC P/N FAD-4 4"FRESH AIR DAMPER 46590504 FAD-5 5"FRESH AIR DAMPER 46590505 FAD-6 6"FRESH AIR DAMPER 46590506 FAD-7 6"FRESH AIR DAMPER 46590507 FAD-8 8"FRESH AIR DAMPER 46590508 FAD-10 10"FRESH AIR DAMPER 46590510 FAD-12 12"FRESH AIR DAMPER 46590512 R2-VH4 4"OUTDOOR VENT HOOD FOR HRWERV 60510010070 R2-VH5 5"OUTDOOR VENT HOOD FOR HRWERV 60510010071 R2-VH6 6"OUTDOOR VENT HOOD FOR HRWERV 60510010072 IAH-4 INTAKE AIR HOOD 4"FOR FAD 46292000 IAH-6 INTAKE AIR HOOD 6"FOR FAD 46293000 ODT1 OUTDOOR TEMPERATURE SENSOR 620000102 C-SENSOR CURRENT SENSOR,24VAC 46676600 P-SENSOR PRESSURE SENSOR,24VAC 46679400 40XFMR TRANSFORMER,UV-24 PLUG-IN 46524800 50XFMR TRANSFORMER,24VAC 50VA,SPUD MOUNT 46638800 24VAC RELAY AUBE RC840,24VAC RELAY 5109000200 FC80HRV FC80 HRV-HEAT RECOVERY VENTILATOR 60510004080 FC150HRV FC150 HRV-HEAT RECOVERY VENTILATOR 60510004150 FC200HRV FC200 HRV-HEAT RECOVERY VENTILATOR 60510004200 FC80ERV FC80 ERV-ENERGY RECOVERY VENTILATOR 60510005080 FC150ERV FC150 ERV-ENERGY RECOVERY VENTILATOR 60510005150 FC200HRV FC200 ERV-ENERGY RECOVERY VENTILATOR 60510005200 FWMB ASSY,FAVC WALL MOUNT BRACKET 602600150 Page 35 of 40 P/N 780100700 09/19 Rev I 11 . SIZING OF FRESH AIR DAMPER AND HRWERV 11 A. HOW TO SIZE A FRESH AIR DAMPER Select the size of the Fresh Air Damper (FAD) based on the continuous ventilation CFM requirement multiplied by 3 and adjusted for the actual fresh air ductwork installation parameters to allow the FAVC system operate 10 minutes on every 30 minutes. There are two methods available to Size the Fresh Air Duct:Estimated and Design. Estimated Method for FAD Sizing: Use Tables 6A and 6B to select fresh air damper air flow rate in CFM. Table 6A shows estimated FAD air flow rates based on smooth wall fresh air pipe ductwork at various lengths. Table 6B shows estimated FAD air flow rates based on Flex Duct fresh air pipe ductwork at various lengths. Short Run Length section is for short simple installations with no elbows or reducing fittings installed with a total of 10 foot equivalent duct length or less. Medium Run Length section is for 8-19 foot duct runs with 1 or less elbows or reducing fittings installed with a total of 30 foot equivalent duct length or less. Long Run Length section is for 15-28 foot duct runs with 2 or less elbows or reducing fittings installed with a total of 30 foot equivalent duct length or less. Damper Damper Air Flow in CFM for Smooth Wall Pipe Design at Various Equivalent Duct Feet Diameter Short Run(2 10 Equiv Ft Fresh Air Pipe) Medium Run(230 Equiv Ft Fresh Air Pipe) Long Run(250 Equiv Ft Fresh Air Pipe) (Inches) 2 Ft 5 Ft 7 Ft 1 10 Ft 8 Ft 12 Ft 15 Ft 19 Ft 15 Ft 20 Ft 24 Ft 28 Ft 4 80 70 57 40 66 57 47 33 58 50 41 29 5 135 117 95 67 113 97 80 56 99 85 70 49 6 181 157 128 90 157 136 111 79 141 122 100 71 7 308 266 218 154 258 224 183 129 227 196 160 113 8 348 301 246 174 308 267 218 154 279 242 197 140 10 525 454 371 262 478 414 338 239 442 383 312 221 12 E861 785 561 428 713 647 528 376 671 610 476 362 Table 6A:FAD Damper Size Air Flow in CFM for Smooth Wall Pipe Damper Damper Air Flow in CFM for Flexible Duct Design at Various Equivalent Duct Feet Diameter Short Run(2 10 Equiv Ft Fresh Air Pipe) Medium Run(230 Equiv Ft Fresh Air Pipe) Long Run(250 Equiv Ft Fresh Air Pipe) (Inches) 2 Ft 5 Ft 7 Ft 10 Ft 8 Ft 12 Ft 15 Ft 19 Ft 15 Ft 20 Ft 24 Ft 28 Ft 4 64 56 46 32 53 46 38 26 46 40 33 23 5 108 94 76 54 90 79 64 45 79 68 56 39 6 1 145 126 102 72 126 109 89 63 113 98 80 57 7 246 213 174 123 206 179 146 103 182 157 128 90 8 278 1 241 197 139 246 214 174 123 223 194 158 112 10 420 1 363 297 210 382 331 270 191 1 354 306 250 177 12 1 688 1 628 464 342 570 517 422 300 1 537 488 381 289 Table 613:FAD Damper Size Air Flow in CFM based on Flex Wall Duct Design Method for FAD Sizing:The design method uses the combination of equivalent duct length based on actual ducting design and static pressure measurement at inlet side of fresh air ducting with air handier running in cooling and/or heating modes.Figure 15,on page 15,shows a typical FAD installation in a basement configuration.Tables 2A and 2B are used to select the continuous ventilation CFM requirement according to size of home(in square foot),number of bedrooms and applicable ASHRAE62.2 code year. Tables 7A and 7B are used to calculate equivalent feet for vent piping and reducer/increaser fittings.Table 8 is used to verify your fresh air damper air flow selection based on actual negative return air static pressure(inches WC) measurement taken at the intake of fresh air ductwork. P/N 7801 00700 09/1 9 Rev I Page 36 of 40 Design Method: Step 1: Select the continuous ventilation CFM figure according to size of home(in square feet),number of bedrooms and applicable ASHRAE62.2 code year using Tables 2A and 2B on page 6. Step 2: Measure static pressure at the return intake(in Inches WC). Step 3: Calculate equivalent feet of duct between fresh air inlet and the central fan. i. Determine the total equivalent feet for each type of fitting used in the system from Tables 7A and 7B. ii. Calculate the total feet for the straight lengths of pipe. iii. Add the equivalent feet of the fittings to the total amount of straight feet pipe. This figure becomes the total equivalent feet of duct length. Step 4: Use Table 8 to select fresh air damper size based on measuring static pressure at the return intake,multiple the continuous ventilation CFM value by 3 for fresh air damper CFM and calculated total equivalent duct length.Find the static pressure column,match the FAD CFM rate equal to or greater than 3 times the continuous ventilation rate required. The correct damper and intake hood size is listed to the left on Table 8. When in doubt,use the next larger damper. Vent Pipe Vent Pipe Diameter(in inches) Fittings 3 4 5 6 7 8 9 10 Tee 19 25 31 38 44 50 56 63 Y-Connection 10 13 16 20 23 26 29 32 90°Elbow 5 7 9 11 12 14 16 18 45°Elbow 3 1 4 1 4 1 5 1 6 1 7 1 8 1 9 Table 7A:Equivalent Feet for Vent Pipe Fittings Reducer/ Small Pipe Size(in Inches) Increaser 3 4 5 6 7 8 9 10 3 0 s 4 2 0 c 5 4 2 0 6 5 4 2 0 7 6 5 4 1 0 in a 8 7 7 6 3 2 0 °- 9 7 8 7 5 4 2 0 m 10 8 1 8 8 6 1 6 1 4 4 0 12 8 10 10 8 9 8 8 4 Table 713:Equivalent Feet for a Reducer/Increaser Pipe Fitting It is recommended that the damper be as close to the return air plenum and the FAVC as possible while maintaining the minimum separate distance of 20 inches, and that the inlet duct connection to the return air plenum upstream of the system filter and downstream of any duct-mounted sensors. Page 37 of 40 P/N 780100700 09/19 Rev I Damper Air Flow in CFM based on Negative Static Pressure Measurement Negative Return Air Static Pressure('Wei 0.05 0.10 0.15 0F20 _ w Damper& Equivalent Feet of Intake Hood Duct Length Smooth Flex Smooth Flex Smooth Flex Smooth, Flex-- 10 40 32 57 45 70 56 41nch 30 33 26 47 37 -57 46 50 29 23 41 33 50 40 [ 10 67 54 95 73 117 94 j_ _135 5 Inch 30 56 45 80 64 97 78 50 49 39 70 56 85 68 10 90 72 128 102 157 126- R—181t.,v —71 6lnch 30 79 63 111 89 136 3.09. 157' 71a 50 71 57 100 80 122 98 __11T.k_- _i113___ 10 154 123 218 174 266 213 3087 71nch 30 129 103 183 146 224 179. i5k 50 113 91 160 128 196 157 .'181 10 174 139 246 197 301 241 8 Inch 30 154 123 218 174 267 214 .30$.. ' r?4 u 50 140 112 197 158 242 194 i 279 1:223.- 10 262 210 371 297 454 1 363 is _ 525__: ,:420'_: 10.Inch 30 239 191 338 270 4111 331 50 221 177 312 250 383, 306 442" 71354:-- 10 428 342 581 1 464 785 628 --861 _ 68f3 121nch 30 376 300 528 422 647 617 7,'13 50 1 362 289 1 476 381 610- 488 C 67f _537.. _ Table 8:Fresh Air Damper Sizing Chart Example of Fresh Air Damper Sizing using the Design Method: Step 1: 1500 sq.ft.home,3 bedrooms,ASHRAE62.2-2010 standard.From Table 2A,continuous ventilation required is 45 CFM. For damper sizing multiply continuous ventilation value by 3 equates to 135 CFM for fresh air damper size. Step 2: Static pressure in the return is 0.15 inches WC(measured). Step 3: Ductwork system design consists of: L Two 6"diameter 45'Elbow(10 equivalent feet), ii. 10 feet of straight 6"smooth diameter ductwork (10 equivalent feet). iii. The system has 20 equivalent feet of smooth duct(10+ 10=20) Step 4: The 6 inch Fresh Air Damper delivers 136 CFM in smooth duct at 30 equivalent feet and would be the appropriate damper for this system. Refer to Field Controls Ventilation Reference Guide for additional information on proper sizing of Fresh Air Damper and ductwork. 118. HOW TO SIZE AN HRV/ERV As a minimum, double the continuous ventilation flow rate for sizing the HRV/ERV product. Use the HRV/ERV air flow rate as the CFM HEAT and CFM COOL dial setting on the FAVC unit. P/N 780100700 09/19 Rev I Page 38 of 40 INSTALLATION NOTES FILL-IN CUSTOM SETTINGS FACTORY SETTINGS CFM Continuous Ventilation Rate: CFM 100 CFM Cool Vent: CFM 400 CFM Heat Vent: CFM 400 CFM Appliance#1: CFM 75 CFM Appliance#2: CFM 75 CFM Appliance#3: CFM 200 CFM Appliance#4: CFM 850 Fresh Damper Size: Inches or HRV Model: CFM: or ERV Model: CFM: DIP Switch (SW1) Settings (Circle Setting) Climate Setting (Switches1 &2): Normal,Cold,Hot or Disabled NORMAL Fan Activity w/Appliance#3 (Switch 3):ON or OFF OFF Energy Save(Switch 4):ON or OFF OFF Remote ON/OFF FUNCTION (Switch 5): On or Off ON Page 39 of 40 P/N 780100700 09/19 Rev I This manual may be downloaded and printed from the Field Controls website(wwwfieldcontrolscom) WARRANTY For warranty information about this or any Held Controls product,visit: www.fieldcontrols.com/VentCool Reid Controls Technical Support 12W.742.8368 fieldtec@fieldcontrols.com F I E L D C 0 N T R 0 L S Improving Indoor Environments 9154 Stellar Ct Phone:252.522.3031 • Fax: 252.522.0214 2630 Airport Road Corona,CA 92883 www.fieldcontrols.com Kinston, NC 28504 P/N 780100700 09/19 Rev I Project Summary t Job: 28 Lansburg Lane '7 Date: June 18th,2022 Entire House =1 —r- 0Y I W . Craig C Brooks WebREPS WebREPS LLC. Plan: 28 Lansburg Lane 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800 810-3280 Fax 888 971-2999 Email:manuali@webrepsusa.com License:CAC054709 Project • • For: Chris J Patten,Patten Property Development 7 Jackson Road,South Glens Falls,NY 12803 AUG 6 2022 Phone:518 796-4654 Fax:518 798-3069 Email:patten84@gmail.com f[� n Notes: 28 Lansburg Lane,Queensbury,NY TOWN OF QUEENSBURY BUILDING&CODES Design Information Weather: Glens FallsAP,NY,US Winter Design Conditions Summer Design Conditions Outside db -4 OF Outside db 85 OF Inside db 70 OF Inside db 75 OF Design TD 74 OF Design TD 10 OF Daily range M Relative humidity 50 % Moisture difference 27 gr4b Heating Summary Sensible Cooling Equipment Load Sizing Structure 64687 Btuh Structure 24678 Btuh Ducts 6911 Btuh Duds 2753 Btuh Central vent(181 cfm) 14486 Btuh Central vent(181 cfm) 1971 Btuh Outside air Outside air Humidification 16536 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 102620 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31109 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Semi-tight) Structure 6730 Btuh Central vent(181 cfm) 3230 Btuh Heating Coaling Outside air Area(ftz) 4545 4545 Equipment latent load 10459 Btuh Volume(ft3) 26684 26684 Air changes/hour 0.41 0.13 Equipment Total Load(Sen+Lat) 41568 Btuh Equiv.AVF(cfm) 182 58 Req.total capacity at 0.75 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN Trade GOODMAN Model GMES921205DNA Cond GSX130481B AHRI ref 203400962 Coil CAPF4961A6D AHRI ref 200795266 Efficiency 92.1 AFUE Efficiency 11.0 EER,13 SEER Heating input 120000 Btuh Sensible cooling 34500 Btuh Heating output 111000 Btuh Latentcooling 11500 Btuh Temperature rise 67 OF Total cooling 46000 Btuh Actual airflow 1533 cf'n Actual airflow 1533 chn Airflowfactor 0.021 cfm/Btuh Airflowfador 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ Right-Suite®Universal 202222.0.03RSU16998 2022-Pug-160:52:21 1 9 ACCX ...atten Property Development128 Lansburg Lanerup Cale=MJ8 Front Door faces:S = _ Manual S Compliance Report Job: 28 Lansburg Lane Date: June 18th,2022 _ Entire House Byr Craig C Brooks WebREPS WebREPS LLC. Plan: 28 Lansburg Lane 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800 810-3280 Fax 888 971-2999 Email:manualj@webrepsusa.com License:CAC054709 Project For: Chris J Patten,Patten Property Development 7 Jackson Road,South Glens Falls,NY 12803 Phone:518 796-4654 Fax:518 798-3069 Email:patten84@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 31109 Btuh Entering coil DB: 77.8°F Outdoor design WB: 70.8°F Latent gain: 10459 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 41568 Btuh Indoor RH: 50% Estimated airflow: 1533 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Goodman Mfg. Model: GSX130481 B+CAPF4961A6D Actual airflow: 1533 cfm Sensible capacity: 34500 Btuh 111%of load Latent capacity: 11500 Btuh 110%of load Total capacity: 46000 Btuh 111%ofload SHR: 75% Heating Equipment Design Conditions Outdoor design DB: -3.57 Heat loss: 102620 Btuh Entering coil DB: 59.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer: Goodman Mfg. Model: GMES921205DNA Actual airflow: 1533 cfm Output capacity: 111000 Btuh 108%of load Temp.rise: 50 °F Meets all requirements ofACCA Manual S. wriightsoft- 2022-Avg-16 07:52:21 Right-Suite®Universal 2022 22.0.03 RSU16998 Page 1 ACCA atten Property Developmen1128 Lansburg Lanesup Calc=MA Front Door faces:S l Lane Manual S Compliance-Report---�-W_...-..--_._..__�_, Job: June a IM,2 22 --, 1!� �� Dat®: June 18th,2022 Entire House i s B: Craig c Brooks WebREPS WebREPS LLC. D -� I ' Plan: 28 Lansburg Lane 1-8006810-3280 JUL 122022 �I 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800 810-3280 Fax 888 7 2 9 Ernail:manua1j@webrepsusa.00r0 Liven •CA0054709 • • • For. Chris J Patten,Patten Property Development 7 Jackson Road,South Glens Falls,NY 12803 Phone:518 796-4654 Fax 518 798-3069 Email:patten84@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 31109 Btuh Entering coil DB: 77.8°F Outdoor design WB: 70.8°F Latent gain: 10459 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 41568 Btuh Indoor RH: 50% Estimated airflow: 1533 dm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Goodman Mfg. Model: GSX130481 B+CAPF4961A6D Actual airflow 1533 dm Sensible capacity: 34500 Btuh 111%of load Latent capacity: 11500 Btuh 110%of load Total capacity: 46000 Btuh 111%of load SHR: 75% Hecating Equipment Design Conditions Outdoor design DB: -3,5°F Heat loss: 102620 Btuh Entering coil DB: 59.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gasfumace Manufacturer Goodman Mfg. Model: GMES921205DNA Actual airflow: 1533 cfm Output capacity: 111000 Btuh 108%of load Temp.rise: 50 OF 315.5-1-3 RC-0434-2022 Beth & Tom Portuese Meets all requirements ofACCA Manual S. 28 Lansburg Lane SFD w/garage and gas fireplace wrightsoft- 2022-Jun-1817:49:47 Right-Sude®Universal 202222.0.03RSU16998 Page l ACCK ...atten Property Development128 Lansburg Lanerup Calc=MJ8 FrontDoorfaces:S \ Job. 28 Unsburg lane Project Summary p -z1 iy i3 +> Data: JunelBth,022 WebREPS Entire House ID .__..�M,.�... .. I%r Craig 0 Bmks 1-WO-810-3280WebREPS LLC. Plan: 28 Lansburg LaneJUL 11880 82ndAvenue Suite#203,Vero Beach,FL 32966 Phone:800 810.3280 Fax888971-2999 n alj@webrepsusa.com License:CA 54709 Project information For. Chris J Patten,Patten Property Development 7 Jackson Road,South Glens Falls,NY, Phone:518 7964654 Fax 518 798-306 316.5-1-3 RC-0434-2022 Email:patten84@gmail.00m Notes: 28 Lansburg Lane,Queensbury,NY PortueSe, Beth &Tom 28 Lansburg Ln SFD w/gas fp 3456 s.f., Gar. 596 s.f. Design Inform Weather: Glens FallsAP,NY,US Winter Design Conditions Summer Design Conditions Outside db -4 OF Outside db 85 OF Inside db 70 OF Inside db 75 OF Design TD 74 OF Design TD 10 OF Daily range M Relative humidity 50 % Moisture difference 27 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Structure 64687 Btuh Structure 24678 Btuh Ducts 6911 Btuh Ducts 2753 Btuh Central vent(181 cfm) 14486 Btuh Central vent(181 dm) 1971 Btuh Outside air Outside air Humidification 16536 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 102620 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31109 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Semi-tight) Structure 6730 Btuh" Ducts 499 Btuh Central vent(181 cfm) 3230 Btuh Head Cooling ooli Outside air Area(ft2) 454� Equipment latent load 10459 Btuh Volume(ft3) 26684 26684 Air changes/hour 0.41 0.13 Equipment Total Load(Sen+tat) 41568 Btuh Equiv.AVF(cfm) 182 58 Req.total capacity at 0.75 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN Trade GOODMAN Model GMES921205DNA Cond GSX130481 B AHRI ref 203400962 Coil CAPF4961A6D AHRI ref 200795266 Efficiency 92.1 AFUE Efficiency 11.0 EER, 13 SEER Heating input 120000 Btuh Sensible cooling 34500 Btuh Heating output 111000 Btuh Latentcooling 11500 Btuh Temperature rise 67 OF Total cooling 46000 Btuh Actual airflow 1533 cfm Actual airflow 1533 cfm Air flow factor 0.021 cfrnBtuh Airflowfactor 0.056 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - - wrigt�tsoft° Flight-Suite@Universaf 202222.0.03 RSU16998 2022 kin-181 Page 1 ACCta ...atten Property Development128 Lansburg Lane.rvp Calo=MA Front Door faces:S 7 - JOB TITLE Miller Designs Portuese Residence __, .. -A Z M A N JOB No. NY1631 SHEET NO. ""-'�-:-�, CALCULATED BY MAM DATE 6/15/22 E i`! G-JEERING CHECKED BY ZBU DATE 6/15/22 A: 116 E King Street,Malvern,PA 19355 0:610.320.2100 www.struware.com CS2018 Ver 2020.11.11 -.� -� i/ 1- I r•� t ate J ` ��1 � �� axe �• STRUCTURAL CALCULATIONS FOR Miller Designs Portuese Residence 28 Lansburg Lane Queensbury New York The following calculations have been prepared by me or under my direct supervision V L,1 y- _ _ -a t,• ,3 316.5-1-3 RC-0434-2022 8`S190 ea,IExp. ^L4 . „ r a Portuese, Beth &Tom N 1 12 ='OCT 3 12022 28 Lansburg Ln SFD w/gas fp 3456 s.f., Gar. 596 s.f. JOB TITLE Miller Designs Portuese Residence ter— --U Z M A N JOB No. NY1631 SHEET NO. Eit� E E H i Nt; CALCULATED BY MAM DATE 6/15122 A: 116 E King Street,Malvern,PA 19355 CHECKED BY ZBU DATE 6/15/22 www.struware.com Code Search Code: New York Residential Code 2020 Occupancy: Occupancy Group= R Residential Risk Category& Importance Factors: Risk Category= II Wind factor= 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: Roof angle (0) 5.50/12 24.6 deg Building length 72.0 ft Least width 34.0 ft Mean Roof Ht (h) 23.0 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 19 psf 200 to 600 sf: 22.2-0.0185Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor 40 psf Partitions N/A Partitions N/A Partitions N/A Partitions N/A JOB TITLE Miller Designs Portuese Residence �J Z M A N JOB No. NY1631 SHEET NO. ��'�' `` CALCULATED BY MAM DATE 6/15/22 A: 116 E King Street,Malvern,PA 19355 CHECKED BY ZBU DATE 6/15/22 Wind Loads : ASCE 7- 16 Ultimate Wind Speed 115 mph Nominal Wind Speed 89.1 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.929 Kh case 2 0.929 Type of roof Gable I V{Z) Topoqraphic Factor (Kzt) Topography Flat Speed-up Hill Height (H) 80.0 ft V(ZJ Half Hill Length(Lh) 100.0 ft 1 K(upwind] _ Mdownwind) Actual H/Lh = 0.80 HJ2 Use H/Lh = 0.50 ^rLh H Modified Lh = 160.0 ft �4 HJ2 From top of crest:x= 50.0 ft Bldg up/down wind? downwind ESCARPMENT H/Lh= 0.50 K, = 0.000 x/Lh= 0.31 K2= 0.792 V(Z) z/Lh= 0.14 K3= 1.000 Z Speed-up At Mean Roof Ht: P P Kzt=(1+KjK2K3)"2= 1.00 V(z) x(uV pwmd) = x(downwind) I > H/2 H Lh H/2 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>1 second). h= 23.0 ft If building h/13>4 then may be flexible and should be investigated. B= 34.0 ft h/B= 0.68 Rigid structure(low rise bldg) /z(0.6h)= 15.0 ft G = 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure 6= 0.20 34 icy (ni)= 0.0 Hz f = 500 ft Damping ratio((3)= 0 Zmin = 15 ft /b= 0.65 C= 0.20 /a= 0.15 9o, 9v= 3.4 Vz= 97.1 LZ= 427.1 ft N, = 0.00 Q= 0.92 R„= 0.000 Iz= 0.23 Rh = 28.282 0= 0.000 h= 23.0 ft G= 0.88 use G=0.85 RB= 28.282 n= 0.000 RL= 28.282 n= 0.000 9R = 0.000 R = 0.000 Gf = 0.000 JOB TITLE Miller Designs Portuese Residence UZ M A N JOB No. NY1631 SHEET NO. CALCULATED BY MAM DATE 6/15/22 A: 116 E King Street,Malvern,PA 19355 CHECKED BY ZBU DATE 6/15/22 Enclosure Classification Test for Enclosed Building: Ao<0.01 Ag or 4 sf,whichever is smaller Test for Open Building: All walls are at least 80%open. Ao>_ 0.8Ag Test for Partially Enclosed Building: Predominately open on one side only Input Test Aol 500.0 sf Ao >_ 1.1Aoi NO Agj 600.0 sf Ao>4'or 0.01Ag YES Aoi 1000.0 sf Aoi/Agi 5 0.20 YES Building is NOT Agi 10000.0 sf Partially Enclosed Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao>_ 1.1Aoi Ao> smaller of 4'or 0.01 Ag Aoi/Agi 5 0.20 Where: Ao=the total area of openings in a wall that receives positive external pressure. Ag=the gross area of that wall in which Ao is identified. Aoi=the sum of the areas of openings_in the building envelope(walls and roof)not including Ao. Agi=the sum of the gross surface areas of the building envelope(walls and roof)not including Ag. Test for Partially Open Building: A building that does not qualify as open,enclosed or partially enclosed. (This type building will have same wind pressures as an enclosed building. Reduction Factor for large volume partially enclosed buildings (Ri) : If the partially enclosed building contains a single room that is unpartitioned,the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall&roof openings (Aog): 0 sf Unpartitioned internal volume (VI): 0 Cf Ri= 1.00 Ground Elevation Factor Me) Grd level above sea level= 0.0 ft Ke= 1.0000 Constant= 0.00256 Adj Constant= 0.00256 JOB TITLE Miller Designs Portuese Residence =QZ M A N JOB No.NY1631 SHEET NO. / 1 E�E E R I N G CALCULATED BY MAM DATE 6115/22 A:116 E King Street,Malvern,PA 19355 CHECKED BY ZBU DATE 6/15/22 Ultimate Wind Pressures Wind Loads -Components &Cladding : h <_ 60' Kh(case 2)= 0.93 h= 23.0 ft Base pressure(qh)= 26.7 psf a= 3.4 ft Minimum parapet ht= 0.0 ft GCpi= +/-0.18 Roof Angle(0)= 24.6 deg qi=qh= 26.7 psf Type of roof= Gable Roof Surface Pressure(psf) User input Area 2 sf 4 sf 10 sf 20 sf 50 sf 100 sf 150 sf 300 sf 0 sf 37 sf 50 sf Negative Zone 1&2e 9 -26.2 0. -38.6 Zone 2n,2r&3e -71.6 -71.6 -71.6 -62.7 -51.0 -42.1 -36.9 -36.9 -36.9 -54.7 -51.0 Negative Zone 3r -101 -101 -83.6 -70.4 -52.9 -52.9 -52.9 -52.9 -52.9 -58.5 -52.9 Positive All Zones 23.5 21.6 19.1 17.2 16.0 16.0 16.0 16.0 16.0 16.0 16.0 Overhang Zone 1&2e -53.5 -53.5 -53.5 -53.5 -51.6 -50.3 -49.5 -48.1 -48.1 -52.2 -51.6 Overhang Zone 2n&2r -80.2 -80.2 -80.2 -74.7 -67.5 -62.0 -58.8 -58.8 -58.8 -69.8 -67.5 Overhang Zone 3e -96.2 -96.2 -96.2 -83.2 -66.0 -53.0 -45.4 -45.4 -45.4 -71.5 -66.0 Overhang Zone 3r -125.6 -125.6 -102.4 -84.7 -61.5 -61.5 -61.5 -61.5 -61.5 -68.9 -61.5 ver ang pressures In e table a ove assume an internal pressure coe Iclen cpI o Overhang soffit pressure equals adj wall pressure(which includes internal pressure of 4.8 psf) Parapet qp= 0.0 psf Surtace Pressure ps user Input Solid Parapet Pressure s st 2U st 50 sf 150 St 300 s s s C one 2e: . Zone 2n,2r&3e: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Zone 3r: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CASE B: Interior zone: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 0.0 0.01 0.0 1 1 0.0 Walls GCp+/-GCpi Surface Pressure at h User input Area s s s s s s s s s s Negative Zone 4 - . - . - . - - Negative Zone 5 -1.58 -1.23 -1.12 -0.98 -A .2 -32.8 -29.9 -26.2 -41.8 -29.9 Positive Zone 4&5 1.18 1.00 0.95 0.88 31.5 26.8 25.4 23.5 31.3 25.4 r r JOB TITLE Miller Designs Portuese Residence - Z M A N JOB No. NY1631 SHEET NO. I- E N °E R 1 N 5 CALCULATED BY MAM DATE 6/15/22 A:116 E King Street,Malvern,PA 19355 CHECKED BY ZBU DATE 6/15/22 Location of C&C Wind Pressure Zones-ASCE 7-10&earlier 2a 1 a a 21 la v < r lO ,> a�,3 -2- -2-L3 I Q 1 4 i i i 5 2 I Q 2 i O 12 I I I I l a 5 ® 4 1 I I 5 5 I I I L WALL I I Y Or----,- a a 3 -2-t-2 -r3 I Q 1 30 Roofs w/ 0 s 10* Walls h 5 60' Gable,Sawtooth and and all walls &alt design h<90' Multispan Gable 0 5 7 degrees& Monoslope roofs h>60' Monoslope:5 3 degrees 3°<05 10° h<-60'&alt design h<90' h 5 60'&alt design h<90' 2 a a 1 �1�y.1� 1 11 11 r 3al I I I I % A B C 2 2 r (:2 I 1 3 I IQ ( I 2 L1J I a a 3 L--- --- - -t 2 ` 4 I I rt t I I I I I "�5"� —1 2 3 T 3 3 2 3 2 I r I WIC' I ` Monoslope roofs Multispan Gable& Hip T < 0 5 27° 1 I 10°<0 5 30° Gable 7°<O s 45° I I h 5 60'&alt design h<90' I I I Z Sawtooth 10'<0 5 45° h<-60'&alt design h<90' a a 2 r� f(y'lr01 rr f / 3D— n b j b W 1 W2 W 1 11b'2 W3 ' VJ Stepped roofs 0 5 3° h 5 60'&alt design h<90' JOB TITLE Miller Designs Portuese Residence -U Z M A N JOB No.NY1631 SHEET NO. - ' L N'C- �c E'R 1 11 G CALCULATED BY MAM DATE 6/15/22 A:116 E King Street,Malvem,PA 19355 CHECKED BY ZBU DATE 6/15/22 Location of C&C Wind Pressure Zones-ASCE 7-16 ?a a y < O o h 0.01.,O. I2a� � I a I '�1 I i 1 O ; , �, i 0 ; i? 2' i (D ,' I I a 4 a I I R'_LLL a B L_--- — L ? J Roofs w/ 0!'.10° Walls h 5 60' Gable,Sawtooth and and all walls &alt design h<90' Multispan Gable 0 s 7 degrees& Monoslope roofs h>60' Monoslope 5 3 degrees 3°<0 5 10° h<_60'&all design h<90' h<_60'&alt design h<90' �1 a � ri r—m a A B C D �-- 2 — at 'e — 'r it — +e aL 2 o- �' a ; I l'J 2 el I r I l e ' O I l O l car 3 ---Z --- 3 Q I — I 2 F- 2 'e 3r 3r 2 O I I I I I Monoslope roofs Multispan Gable& Hip 7° < 0 5 27° 1 1 10°<0 5 30° Gable 7° <0 S 45° 3 __—(2) I h<_60'&alt design h<90' 3 Sawtooth 10'<0 5 45° h<_60'&aft design h<90' a H 2) 2 2j,�-- 2 .-0 ( , 2 3 � 2 _2 3 3 i ��'� .� 3 1 1i2 , 2 i 3 — b 11. W1 NV2 W1 W2 W3 W W Stepped roofs 0 5 3° h 5 60'&alt design h<90' JOB TITLE Miller Designs Portuese Residence �U Z M A N JOB No. NY1631 SHEET NO. ,`=f:i_i``.'E E ill N' CALCULATED BY MAM DATE 6/15/22 A:116 E King Street,Malvern,PA 19355 CHECKED BY ZBU DATE 6/15/22 Snow Loads : ASCE 7-16 Nominal Snow Forces Roof slope = 24.6 deg Horiz.eave to ridge dist(W)= 17.0 ft Roof length parallel to ridge(L)= 72.0 ft Type of Roof Hip and gable w/trussed systems Ground Snow Load Pg = 60.0 psf Risk Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.1 Pf=0.7*Ce*Ct*I*Pg = 46.2 psf Unobstructed Slippery Surface yes Sloped-roof Factor Cs = 0.70 Balanced Snow Load = 32.3 psf Near ground level surface balanced snow load= 60.0 psf Rain on Snow Surcharge Angle 0.34 deg Code Maximum Rain Surcharge 5.0 psf Rain on Snow Surcharge = 0.0 psf Ps plus rain surcharge = 32.3 psf Minimum Snow Load Pm = 0.0 psf NOTE:Alternate spans of continuous beams shall be loaded with half the design roof snow Uniform Roof Design Snow Load = 32.3 psf load so as to produce the greatest possible effect-see code for loading diagrams and exceptions for gable roofs.. Unbalanced Snow Loads-for Hip&Gable roofs oniy Required if slope is between 7 on 12= 30.26 deg and 2.38 deg= 2.38 deg Unbalanced snow loads must be applied Windward snow load= 9.7 psf =0.3Ps Leeward snow load from ridge to 7.39'= 59.9 psf =hdy/,1S+Ps Leeward snow load from 7.39'to the eave= 32.3 psf =Ps Windward Snow Drifts 1 -Aqainst walls,parapets,etc Up or downwind fetch lu = 0.0 ft Projection height h = 0.0 ft Projection width/length Ip = 0.0 ft Snow density g = 21.8 pcf Balanced snow height hb = 1.48 ft hd = 1.41 ft Surcharge Load he = -1.48 ft Due to Drilling he/hb<0.2= -1.0 Ip<15',drift not req'd 4.1 ,.. Drift height(hc) = 0.00 ft h hc hd Pd' :rw'x,.'` • ., Drift width w = -11.84 ft Y a ;x , Surcharge load: pd=y*hd= 0.0 psf Balanced Snow Load i Balanced Snow load: = 32.3 psf h 4 32.3 psf w Windward Snow Drifts 2-Against walls,parapets,etc Lu Up or downwind fetch lu = 0.0 ft Projection height h = 0.0 ft Projection width/length Ip = 0.0 ft Note:If bottom of projection is at least 2 feet Snow density g = 21.8 pcf above hb then snow drift is not required. Balanced snow height hb = 1.48 ft hd = 1.41 ft he = -1.48 ft he/hb<0.2=-1.0 Ip<15',drift not req'd Drift height(hc) = 0.00 ft Drift width w = -11.84 ft Surcharge load: pd=y*hd= 0.0 psf Balanced Snow load: = 32.3 psf 32.3 psf • JOB TITLE Miller Designs Portuese Residence -::.-_U Z M A N JOB No. NY1631 SHEET NO. �Rih!G �s�lw 1 CALCULATED BY MAM DATE 6/15/22 � A: 116 E King Street,Malvern,PA 19355 CHECKED BY ZBU DATE 6/15/22 Roof Design Loads Items IDescription Multiple I psf(max)I psf(min) Roofing Asphalt Shingles w/roll roofing 3.0 2.0 Decking 1/2"plywood/OSB 1.8 1.5 Framing Wood 2x @24" 2.5 1.5 Insulation R-30 Fiberglass insul. x 2.0 1.8 1.8 Ceiling 1/2"gypsum board 2.2 2.0 Mech&Elec Mech.&Elec. 2.0 0.0 Misc. Misc. 0.5 0.0 0.0 0.0 Actual Dead Load O 13.8 O 8.8 Use this DL instead* 20.0 • 9.0 Live Load 18.5 0.0 Snow Load 32.3 0.0 Ultimate Wind(zone 2-100sf) 16.0 -42.1 ASD Loa 1nq D+S 52.3 - D+0.75(0.6*W+S) 51.4 - 0.6*D+0.6*W - -19.9 LRFD Loading 1.21D+ 1.6 S +0.5W 83.6 - 1.2D+1.OW+0.5S 56.1 - 0.9D+ 1.OW - 1 -34.0 Roof Live Load Reduction Roof angle 5.50/12 24.6 deg 0 to 200 sf: 18.5 psf 200 to 600 sf: 22.2-0.0185Area, but not less than 12 psf over 600 sf: 12.0 psf 300 sf 16.7 psf 400 sf 14.8 psf 500 sf 13.0 psf User Input: 450 sf 13.9 psf Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2x12 Ridge Board CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775.0 psi E:Modulus of Elasticity Load Combination ASCE7-16 Fb- 775.0psi Ebend-xx 1,100.Oksi Fc-Prll 1,000.0 psi Eminbend-xx 400.Oksi Wood Species Spruce-Pine-Fir(South) Fc-Perp 335.0 psi Wood Grade No.2 Fv 135.0 psi Ft 350.0 psi Density 22.470pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D 0,0.0867 Lr(0,0.1734)S 0.0.280041 W(0,0.160395) 2x12 L Span=8.0ft I r � Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Varying Uniform Load : D=0.0->0.010, Lr=0.0->0.020, S=0.0->0.03230, W=0.0->0.01850 ksf, Extent=0.0->>8.0 ft, Trib Width=8.670 ft DESIGN SUMMARY . • Maximum Bending Stress Ratio = 0.557. 1 Maximum Shear Stress Ratio Section used for this span 2x12 Section used for this span 2x12 fb:Actual = 571.05 psi fv:Actual = 58.25 psi Fb:Allowable = 1,024.94psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 4.613ft Location of maximum on span = 7.066ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.066 in Ratio= 1445>=360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.087 in Ratio= 1097>=180 Span:1 :+D+0.750S+0.45OW Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces &Stresses for Load Combinations Load Combination Max btress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.168 0.113 0.90 1.000 1.00 1.15 1.00 1.00 1.00 0.36 135.00 802.13 0.15 13.77 121.50 +D+Lr 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.364 0.245 1.25 1.000 1.00 1.15 1.00 1.00 1.00 1.07 405.00 1114.06 0.46 41.31 168.75 +D+S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.557 0.375 1.15 1.000 1.00 1.15 1.00 1.00 1.00 1.51 571.05 1024.94 0.66 58.25 155.25 +D+0.75OLr 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.303 0.204 1.25 1.000 1.00 1.15 1.00 1.00 1.00 0.89 337.50 1114.06 0.39 34.43 168.75 +D+0.750S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.451 0.304 1.15 1.000 1.00 1.15 1.00 1.00 1.00 1.22 462.03 1024.94 0.53 47.13 155.25 +D+0.60W 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-202', DESCRIPTION: 2x12 Ridge Board Maximum Forces &Stresses for Load Combinations Load Combination Max ress Ratios Moment Values 6hear values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v Length=8.0 ft 1 0.200 0.135 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.75 284.85 1426.00 0.33 29.06 216.00 +D+0.750Lr+0.450W 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.315 0.212 1.60 1.000 1.00 1.15 1.00 1.00 1.00 1.19 449.88 1426.00 0.52 45.89 216.00 +D+0.750S+0.450W 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.403 0.271 1.60 1.000 1.00 1.15 1.00 1.00 1.00 1.51 574.42 1426.00 0.66 58.60 216.00 +0.60D+0.60W 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.162 0.109 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.61 230.85 1426.00 0.26 23.55 216.00 +0.60D 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.057 0.038 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.21 81.00 1426.00 0.09 8.26 216.00 Overall Maximum Deflections Load Combination Span Max."='Defl Location in Span Load Combination Max.°+°Defl Location in Span +D+0.750S+0.450W 1 0.0875 4.175 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.492 0.984 Overall MINimum 0.214 0.428 D Only 0.116 0.231 +D+Lr 0.347 0.694 +D+S 0.489 0.978 +D+0.750Lr 0.289 0.578 +D+0.750S 0.396 0.791 +D+0.60W 0.244 0.488 +D+0.750Lr+0.450W 0.385 0.770 +D+0.750S+0.450W 0.492 0.984 +0.60D+0.60W 0.198 0.395 +0.60D 0.069 0.139 Lr Only 0.231 0.462 S Only 0.373 0.747 W Only 0.214 0.428 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2x10 @ 24"OC ROOF RAFTERS Max Single Span CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 775.0 psi Ebend-xx 1,100.Oksi Fc-Prll 1,000.0 psi Eminbend-xx 400.Oksi Wood Species Spruce-Pine-Fir(South) Fc-Perp 335.0 psi Wood Grade No.2 Fv 135.0 psi Ft 350.0 psi Density 22.470pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.03)Lr(0.04)S(0.0646)W(0.037) 2x10 Span=12.750 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.0150, Lr=0.020, S=0.03230, W=0.01850 ksf, Tributary Width=2.0 ft, (Roof Loads) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.97a 1 Maximum Shear Stress Ratio = 0.379 : 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 1,103.08psi fv:Actual = 58.90 psi Fb:Allowable = 1,127.43psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 6.375ft Location of maximum on span = 12.005ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection ; Max Downward Transient Deflection 0.355 in Ratio= 430> 360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.535 in Ratio= 286> 180 Span:1 :+D+0.750S+0.45OW Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear a ues Segment Length Span# M V Cd CF/y Cl Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.416 0.161 0.90 1.100 1.00 1.15 1.00 1.00 1.00 0.65 366.67 882.34 0.18 19.58 121.50 +D+Lr 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.671 0.260 1.25 1.100 1.00 1.15 1.00 1.00 1.00 1.47 822.65 1225.47 0.41 43.93 168.75 +D+S 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.978 0.379 1.15 1.100 1.00 1.15 1.00 1.00 1.00 1.97 1,103.08 1127.43 0.54 58.90 155.25 +D+0.750Lr 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.578 0.224 1.25 1.100 1.00 1.15 1.00 1.00 1.00 1.26 708.65 1225.47 0.35 37.84 168.75 +D+0.750S 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.815 0.316 1.15 1.100 1.00 1.15 1.00 1.00 1.00 1.64 918.98 1127.43 0.45 49.07 155.25 +D+0.60W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.395 0.153 1.60 1.100 1.00 1.15 1.00 1.00 1.00 1.10 619.74 1568.60 0.31 33.09 216.00 +D+0.75OLr+0.45OW 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2x10 @ 24"OC ROOF RAFTERS Max Single Span Maximum Forces &Stresses for Load Combinations Load Combination Max Stress F<atios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v Length=12.750 ft 1 0.573 0.222 1.60 1.100 1.00 1.15 1.00 1.00 1.00 1.60 898.46 1568.60 0.44 47.97 216.00 +D+0.750S+0.450W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.707 0.274 1.60 1.100 1.00 1.15 1.00 1.00 1.00 1.98 1,108.78 1568.60 0.55 59.21 216.00 +0.60D+0.60W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.302 0.117 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.84 473.07 1568.60 0.23 25.26 216.00 +0.60D 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.750 ft 1 0.140 0.054 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.39 220.00 1568.60 0.11 11.75 216.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max.'Y'Defl Location in Span +D+0.750S+0.450W 1 0.5345 6.422 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.620 0.620 Overall MINimum 0.236 0.236 D Only 0.205 0.205 +D+Lr 0.460 0.460 +D+S 0.617 0.617 +D+0.750Lr 0.396 0.396 +D+0.750S 0.514 0.514 +D+0.60W 0.347 0.347 +D+0.750Lr+0.45OW 0.502 0.502 +D+0.750S+0.450W 0.620 0.620 +0.60D+0.60W 0.265 0.265 +0.60D 0.123 0.123 Lr Only 0.255 0.255 S Only 0.412 0.412 W Only 0.236 0.236 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2x8 @ 24"OC ROOF RAFTERS CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 775.0 psi Ebend-xx 1,100.Oksi Fc-Prll 1,000.0 psi Eminbend-xx 400.Oksi Wood Species Spruce-Pine-Fir(South) Fc-Perp 335.0 psi Wood Grade No.2 Fv 135.0 psi Ft 350.0 psi Density 22.470pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase -- - - - - -- - -- � D(0.03)Lr(0.04)S(0.0646)W(0.037) ` 2x8 L Span=5.0ft r Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D=0.0150, Lr=0.020, S=0.03230, W=0.01850 ksf, Tributary Width=2.0 ft, (Roof Loads) DESIGN SUMMARY . • Maximum Bending Stress Ratio = 0.223 1 Maximum Shear Stress Ratio = 0.162 : 1 Section used for this span 2x8 Section used for this span 2x8 fb:Actual = 274.81 psi fv:Actual = 25.21 psi Fb:Allowable = 1,229.93psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 2.500ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.017 in Ratio= 3440-360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.026 in Ratio= 2296-180 Span:1 :+D+0.750S+0.45OW Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.094 0.068 0.90 1.200 1.00 1.15 1.00 1.00 1.00 0.10 90.46 962.55 0.06 8.30 121.50 +D+Lr 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.153 0.111 1.25 1.200 1.00 1.15 1.00 1.00 1.00 0.22 204.60 1336.88 0.14 18.77 168.75 +D+S 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.223 0.162 1.15 1.200 1.00 1.15 1.00 1.00 1.00 0.30 274.81 1229.93 0.18 25.21 155.25 +D+0.750Lr 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.132 0.096 1.25 1.200 1.00 1.15 1.00 1.00 1.00 0.19 176.07 1336.88 0.12 16.15 168.75 +D+0.750S 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.186 0.135 1.15 1.200 1.00 1.15 1.00 1.00 1.00 0.25 228.72 1229.93 0.15 20.98 155.25 +D+0.60W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.090 0.065 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.17 153.81 1711.20 0.10 14.11 216.00 +D+0.75OLr+0.45OW 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: W @ 24"OC ROOF RAFTERS Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear a ues Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v Length=5.0 ft 1 0.131 0.095 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.24 223.58 1711.20 0.15 20.51 216.00 +D+0.750S+0.450W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.161 0.117 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.30 276.23 1711.20 0.18 25.34 216.00 +0.60D+0.60W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.069 0.050 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.13 117.63 1711.20 0.08 10.79 216.00 +0.60D 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.032 0.023 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.06 54.27 1711.20 0.04 4.98 216.00 Overall Maximum Deflections Load Combination Span Max."='Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750S+0.450W 1 0.0261 2.518 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.242 0.242 Overall MINimum 0.093 0.093 D Only 0.079 0.079 +D+Lr 0.179 0.179 +D+S 0.241 0.241 +D+0.750Lr 0.154 0.154 +D+0.750S 0.200 0.200 +D+0.60W 0.135 0.135 +D+0.750Lr+0.450W 0.196 0.196 +D+0.750S+0.450W 0.242 0.242 +0.60D+0.60W 0.103 0.103 +0.60D 0.048 0.048 Lr Only 0.100 0.100 S Only 0.162 0.162 W Only 0.093 0.093 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2x8 SYP PT @ 16"OC DECK JOISTS CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 925.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 925.0 psi Ebend-xx 1,400.Oksi Fc-Prll 1,350.0 psi Eminbend-xx 510.0ksi Wood Species Southern Pine Fc-Perp 565.0 psi Wood Grade No.2:2"-4"Thick:8"Wide Fv 175.0 psi Ft 550.0 psi Density 34.330pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.013)L(0.052)S(0.04199) 2x8 Span=7.50 ft r � Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.010, L=0.040, S=0.03230 ksf, Tributary Width= 1.30 ft, (Deck Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.4521 Maximum Shear Stress Ratio = 0.186 : 1 Section used for this span 2x8 Section used for this span 2x8 fb:Actual = 552.75 psi fv:Actual = 37.38 psi Fb:Allowable = 1,223.31 psi Fv:Allowable = 201.25 psi Load Combination +D+0.750L+0.750S Load Combination +D+0.750L+0.750S Location of maximum on span = 3.750ft Location of maximum on span = 6.898ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 i Maximum Deflection Max Downward Transient Deflection 0.056 in Ratio= 1611>=360 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.092 in Ratio= 973> 180 Span:1 :+D+0.750L+0.750S i Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CF/V C i Cr Cm C t C L M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.105 0.043 0.90 1.000 1.00 1.15 1.00 1.00 1.00 0.11 100.12 957.38 0.05 6.77 157.50 +D+L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.408 0.168 1.00 1.000 1.00 1.15 1.00 1.00 1.00 0.48 434.01 1063.75 0.21 29.35 175.00 +D+S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.302 0.124 1.15 1.000 1.00 1.15 1.00 1.00 1.00 0.40 369.73 1223.31 0.18 25.00 201.25 +D+0.750L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.264 0.108 1.25 1.000 1.00 1.15 1.00 1.00 1.00 0.38 350.54 1329.69 0.17 23.70 218.75 +D+0.750L+0.750S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.452 0.186 1.15 1.000 1.00 1.15 1.00 1.00 1.00 0.61 552.75 1223.31 0.27 37.38 201.25 +0.60D 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.035 0.015 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.07 60.07 1702.00 0.03 4.06 280.00 Wood Beam Project File:NY1631 Enercalaec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: W SYP PT @ 16"OC DECK JOISTS Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S 1 0.0924 3.777 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.323 0.323 Overall MINimum 0.157 0.157 D Only 0.058 0.058 +D+L 0.253 0.253 +D+S 0.216 0.216 +D+0.750L 0.205 0.205 +D+0.750L+0.750S 0.323 0.323 +0.60D 0.035 0.035 L Only 0.195 0.195 S Only 0.157 0.157 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3-2x12 SYP PT DECK GIRDER CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 925.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 925.0 psi Ebend-xx 1,400.Oksi Fc-Prll 1,350.0 psi Eminbend-xx 510.Oksi Wood Species Southern Pine Fc-Perp 565.0 psi Wood Grade No.2:2"-4"Thick:8"Wide Fv 175.0 psi Ft 550.0 psi Density 34.330pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.04)L(0.16)S(0.1292) 3-2x12 Span=10.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations Beam self weight calculated and added to loading Uniform Load: D=0.010, L=0.040, S=0.03230 ksf, Tributary Width=4.0 ft,(Deck Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.383 1 Maximum Shear Stress Ratio = 0.171 : 1 l Section used for this span 3-2x12 Section used for this span 3-2x12 fb:Actual = 468.60 psi fv:Actual = 34.51 psi Fb:Allowable = 1,223.31 psi Fv:Allowable = 201.25 psi i Load Combination +D+0.750L+0.750S Load Combination +D+0.750L+0.750S Location of maximum on span = 5.250ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.059 in Ratio= 2139>=360 Span:1 :L Only i Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.099 in Ratio= 1272-180 Span:1 :+D+0.750L+0.750S Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max ress a os' Moment Values ear Values Segment Length Span# M V Cd CFN Cl Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.095 0.042 0.90 1.000 1.00 1.15 1.00 1.00 1.00 0.72 90.72 957.38 0.23 6.68 157.50 +D+L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.347 0.155 1.00 1.000 1.00 1.15 1.00 1.00 1.00 2.92 369.47 1063.75 0.92 27.21 175.00 +D+S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.258 0.116 1.15 1.000 1.00 1.15 1.00 1.00 1.00 2.50 315.81 1223.31 0.78 23.26 201.25 +D+0.750L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.225 0.101 1.25 1.000 1.00 1.15 1.00 1.00 1.00 2.37 299.78 1329.69 0.75 22.08 218.75 +D+0.750L+0.750S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.383 0.171 1.15 1.000 1.00 1.15 1.00 1.00 1.00 3.71 468.60 1223.31 1.16 34.51 201.25 +0.60D 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.032 0.014 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.43 54.43 1702.00 0.14 4.01 280.00 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3-2x12 SYP PT DECK GIRDER Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S 1 0.0990 5.288 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.412 1.412 Overall MINimum 0.678 0.678 D Only 0.273 0.273 +D+L 1.113 1.113 +D+S 0.952 0.952 +D+0,750L 0.903 0.903 +D+0.750L+0.750S 1.412 1.412 +0.60D 0.164 0.164 L Only 0.840 0.840 S Only 0.678 0.678 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3-2x8 SYP PT DECK DROP GIRDER CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 925.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 925.0 psi Ebend-xx 1,400.Oksi Fc-Prll 1,350.0 psi Eminbend-xx 510.Oksi Wood Species Mixed Southern Pine Fc-Perp 565.0 psi Wood Grade No.2:2"-4"Thick:8"Wide Fv 175.0 psi Ft 550.0 psi Density 31.840pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.02)L(0.08)S(0.0646) 3-2x8 L Span=9.250 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.010, L=0.040, S=0.03230 ksf, Tributary Width=2.0 ft, (Deck Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.361: 1 Maximum Shear Stress Ratio = 0.126 : 1 Section used for this span 3-2x8 Section used for this span 3-2x8 fb:Actual = 441.67 psi fv:Actual = 25.27 psi Fb:Allowable = 1,223.31 psi Fv:Allowable = 201.25 psi Load Combination +D+0.750L+0.750S Load Combination +D+0.750L+0.750S Location of maximum on span = 4.625ft Location of maximum on span = 8.676ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.066 in Ratio= 1675-360 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.112 in Ratio= 987> 180 Span:1 :+D+0.750L+0.750S Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Kabos Moment Values bnear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=9.250 ft 1 0.093 0.032 0.90 1.000 1.00 1.15 1.00 1.00 1.00 0.29 88.60 957.38 0.11 5.07 157.50 +D+L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.250 ft 1 0.328 0.114 1.00 1.000 1.00 1.15 1.00 1.00 1.00 1.15 349.05 1063.75 0.43 19.97 175.00 +D+S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.250 ft 1 0.244 0.085 1.15 1.000 1.00 1.15 1.00 1.00 1.00 0.98 298.91 1223.31 0.37 17.10 201.25 +D+0.750L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.250 ft 1 0.214 0.074 1.25 1.000 1.00 1.15 1.00 1.00 1.00 0.93 283.94 1329.69 0.35 16.24 218.75 +D+0.750L+0.750S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.250 ft 1 0.361 0.126 1.15 1.000 1.00 1.15 1.00 1.00 1.00 1.45 441.67 1223.31 0.55 25.27 201.25 +0.60D 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.250 ft 1 0.031 0.011 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.17 53.16 1702.00 0.07 3.04 280.00 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-202e DESCRIPTION: 3-2x8 SYP PT DECK DROP GIRDER Overall Maximum Deflections Load Combination Span Max."-!'Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S 1 0.1123 4.659 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.627 0.627 Overall MINimum 0.299 0.299 D Only 0.126 0.126 +D+L 0.496 0.496 +D+S 0.425 0.425 +D+0.750L 0.403 0.403 +D+0.750L+0.750S 0.627 0.627 +0.60D 0.076 0.076 L Only 0.370 0.370 S Only 0.299 0.299 Wood Bean? Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2-1.75x9.25 LVL Porch Carry Beam CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,600.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,600.0 psi Ebend-xx 1,900.Oksi Fc-Prll 2,510.0 psi Eminbend-xx 965.71 ksi Wood Species iLevel Truss Joist Fc-Perp 750.0 psi Wood Grade MicroLam LVL 1.9 E Fv 285.0 psi Ft 1,555.0psi Density 42.010pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.0525)Lr(0.07)S(0.14105)W(0.056) O d 8-- 2-1.75x9.25 Span=16.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.0150, Lr=0.020, S=0.04030, W=0.0160 ksf, Tributary Width=3.50 ft, (Roof Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.5021 Maximum Shear Stress Ratio = 0.208 : 1 Section used for this span 2-1.75x9.25 Section used for this span 2-1.75x9.25 fb:Actual = 1,561.77psi fv:Actual = 68.10 psi i Fb:Allowable = 3,109.60psi Fv:Allowable = 327.75 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 8.000ft Location of maximum on span = 15.241 ft j Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.477 in Ratio= 402> 360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.686 in Ratio= 279> 180 Span:1 :+D+S Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces$Stresses for Load Combinations Load Combination ax Stress Ratios Moment Values Shear a ues Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.196 0.081 0.90 1.000 1.00 1.04 1.00 1.00 1.00 1.98 476.58 2433.66 0.45 20.78 256.50 +D+Lr 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.300 0.124 1.25 1.000 1.00 1.04 1.00 1.00 1.00 4.22 1,015.13 3380.00 0.96 44.27 356.25 +D+S 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.502 0.208 1.15 1.000 1.00 1.04 1.00 1.00 1.00 6.50 1,561.77 3109.60 1.47 68.10 327.75 +D+0.75OLr 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.261 0.108 1.25 1.000 1.00 1.04 1.00 1.00 1.00 3.66 880.50 3380.00 0.83 38.39 356.25 +D+0.750S 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.415 0.172 1.15 1.000 1.00 1.04 1.00 1.00 1.00 5.37 1,290.47 3109.60 1.21 56.27 327.75 +D+0.60W 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.170 0.070 1.60 1.000 1.00 1.04 1.00 1.00 1.00 3.06 735.09 4326.40 0.69 32.05 456.00 +D+0.75OLr+0.45OW 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2-1.75x9.25 LVL Porch Carry Beam Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Rabos Moment Values bhear Values Segment Length Span# M V Cd CFIV C i Cr Cm C t CL M fb F'b V fv F'v Length=16.0 ft 1 0.248 0.103 1.60 1.000 1.00 1.04 1.00 1.00 1.00 4.47 1,074.38 4326.40 1.01 46.85 456.00 +D+0.750S+0.450W 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.343 0.142 1.60 1.000 1.00 1.04 1.00 1.00 1.00 6.17 1,484.35 4326.40 1.40 64.73 456.00 +0.60D+0.60W 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.126 0.052 1.60 1.000 1.00 1.04 1.00 1.00 1.00 2.26 544.45 4326.40 0.51 23.74 456.00 +0.60D 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.066 0.027 1.60 1.000 1.00 1.04 1.00 1.00 1.00 1.19 285.95 4326.40 0.27 12.47 456.00 Overall Maximum Deflections Load Combination Span Max.'="Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.6865 8.058 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.624 1.624 Overall MINimum 0.448 0.448 D Only 0.496 0.496 +D+Lr 1.056 1.056 +D+S 1.624 1.624 +D+0.750Lr 0.916 0.916 +D+0.750S 1.342 1.342 +D+0.60W 0.764 0.764 +D+0.750Lr+0.45OW 1.117 1.117 +D+0.750S+0.450W 1.543 1.543 +0.60D+0.60W 0.566 0.566 +0.60D 0.297 0.297 Lr Only 0.560 0.560 S Only 1.128 1.128 W Only 0.448 0.448 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2x12 @ 16"OC Floor Joists CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775.0 psi E:Modulus of Elasticity Load Combination ASCE7-16 Fb- 775.0psi Ebend-xx 1,100.Oksi Fc-Prll 1,000.0 psi Eminbend-xx 400.Oksi Wood Species Spruce-Pine-Fir(South) Fe-Perp 335.0 psi Wood Grade No.2 Fv 135.0 psi Ft 350.0 psi Density 22.470pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase 13(0.0133)1_(0.0532) 2x12 Span=15.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.010, L=0.040 ksf, Tributary Width= 1.330 ft, (Floor Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.883 1 Maximum Shear Stress Ratio = 0.312 : 1 Section used for this span 2x12 Section used for this span 2x12 fb:Actual = 787.40 psi fv:Actual = 42.06 psi Fb:Allowable = 891.25psi Fv:Allowable = 135.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 7.750ft Location of maximum on span = 14.595ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.355 in Ratio= 523> 360 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.461 in Ratio= 403> 180 Span:1 :+D+L Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=15.50 ft 1 0.226 0.080 0.90 1.000 1.00 1.15 1.00 1.00 1.00 0.48 181.47 802.13 0.11 9.69 121.50 +D+L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.50 ft 1 0.883 0.312 1.00 1.000 1.00 1.15 1.00 1.00 1.00 2.08 787.40 891.25 0.47 42.06 135.00 +D+0.750L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.50 ft 1 0.571 0.201 1.25 1.000 1.00 1.15 1.00 1.00 1.00 1.68 635.92 1114.06 0.38 33.97 168.75 +0.60D 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.50 ft 1 0.076 0.027 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.29 108.88 1426.00 0.07 5.82 216.00 Overall Maximum Deflections Load Combination Span Max.'="Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.4613 7.807 0.0000 0.000 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2x12 @ 16"OC Floor Joists Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.536 0.536 Overall MINimum 0.412 0.412 D Only 0.123 0.123 +D+L 0.536 0.536 +D+0.750L 0.433 0.433 +0.60D 0.074 0.074 L Only 0.412 0.412 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3-1.75x11.25 LVL Header CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,600.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,600.0 psi Ebend-xx 1,900.Oksi Fc-Prll 2,510.0 psi Eminbend-xx 965.71 ksi Wood Species iLevel Truss Joist Fc-Perp 750.0 psi Wood Grade MicroLam LVL 1.9 E Fv 285.0 psi Ft 1,555.0psi Density 42.010pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.075)L(0.3) D(0.1125)Lr(0.15)S(0.30225)W(0.12) I 3-1.75x11.25 Span=16.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations, Beam self weight calculated and added to loading Uniform Load: D=0.0150, Lr=0.020, S=0.04030, W=0.0160 ksf, Tributary Width=7.50 ft, (Roof Loads) Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=7.50 ft, (Roof Loads) DESIGN SUMMARY 6 Maximum Bending Stress Ratio = 0.7321 Maximum Shear Stress Ratio = 0.359 : 1 Section used for this span 3-1.75x11.25 Section used for this span 3-1.75x11.25 fb:Actual = 2,276.14 psi fv:Actual = 117.79 psi Fb:Allowable = 3,109.60psi Fv:Allowable = 327.75 psi i Load Combination +D+0.750L+0.750S Load Combination +D+0.750L+0.750S Location of maximum on span = 8.000ft Location of maximum on span = 15.066ft j Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.379 in Ratio= 506> 360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.890 in Ratio= 215> 180 Span:1 :+D+0.750L+0.750S+0.45OW Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CF/V C i Cr Cm C t C L M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.292 0.143 0.90 1.000 1.00 1.04 1.00 1.00 1.00 6.55 709.91 2433.60 1.45 36.74 256.50 +D+L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.647 0.318 1.00 1.000 1.00 1.04 1.00 1.00 1.00 16.15 1,750.16 2704.00 3.57 90.57 285.00 +D+Lr 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.364 0.179 1.25 1.000 1.00 1.04 1.00 1.00 1.00 11.35 1,230.03 3380.00 2.51 63.66 356.25 +D+S 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.565 0.278 1.15 1.000 1.00 1.04 1.00 1.00 1.00 16.22 1,757.96 3109.60 3.58 90.98 327.75 +D+0.750Lr+0.750L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.556 0.273 1.25 1.000 1.00 1.04 1.00 1.00 1.00 17.35 1,880.19 3380.00 3.83 97.30 356.25 +D+0.750L+0.750S 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.732 0.359 1.15 1.000 1.00 1.04 1.00 1.00 1.00 21.01 2,276.14 3109.60 4.64 117.79 327.75 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3-1.75x11.25 LVL Header Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb Pb V fv F'v +D+0.60W 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.222 0.109 1.60 1.000 1.00 1.04 1.00 1.00 1.00 8.86 959.57 4326.40 1.96 49.66 456.00 +D+0.750Lr+0.750L+0.45OW 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.478 0.235 1.60 1.000 1.00 1.04 1.00 1.00 1.00 19.08 2,067.44 4326.40 4.21 106.99 456.00 +D+0.750L+0.750S+0.450W 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.569 0.280 1.60 1.000 1.00 1.04 1.00 1.00 1.00 22.73 2,463.38 4326.40 5.02 127.48 456.00 +0.60D+0.60W 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.156 0.077 1.60 1.000 1.00 1.04 1.00 1.00 1.00 6.23 675.60 4326.40 1.38 34.96 456.00 +0.60D 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.098 0.048 1.60 1.000 1.00 1.04 1.00 1.00 1.00 3.93 425.94 4326.40 0.87 22.04 456.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S+0.450W 1 0.8903 8.058 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.683 5.683 Overall MINimum 0.960 0.960 D Only 1.638 1.638 +D+L 4.038 4.038 +D+Lr 2.838 2.838 +D+S 4.056 4.056 +D+0.750Lr+0.750L 4.338 4.338 +D+0.750L+0.750S 5.251 5.251 +D+0.60W 2.214 2.214 +D+0.750Lr+0.750L+0.45OW 4.770 4.770 +D+0.750L+0.750S+0.450W 5.683 5.683 +0.60D+0.60W 1.559 1.559 +0.60D 0.983 0.983 Lr Only 1.200 1.200 L Only 2.400 2.400 S Only 2.418 2.418 W Only 0.960 0.960 A Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 8' 3-2x12 Header CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 775.0 psi Ebend-xx 1,100.Oksi Fc-Prll 1,000.0 psi Eminbend-xx 400.0 ksi Wood Species Spruce-Pine-Fir(South) Fc-Perp 335.0 psi Wood Grade No.2 Fv 135.0 psi Ft 350.0 psi Density 22.470pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.075)L(0.3) D(0.225)Lr(0.3)S(0.4845)W(0.2775) 3-2A 2 Span=8.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.0150, Lr=0.020, S=0.03230, W=0.01850 ksf, Tributary Width=15.0 ft, (Roof Loads) Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=7.50 ft, (Floor Loads) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.8841 Maximum Shear Stress Ratio = 0.524: 1 Section used for this span 3-2x12 Section used for this span 3-2x12 fb:Actual = 906.45 psi fv:Actual = 81.41 psi Fb:Allowable = 1,024.94psi Fv:Allowable = 155.25 psi Load Combination +D+0.750L+0.750S Load Combination +D+0.750L+0.750S Location of maximum on span = 4.000ft Location of maximum on span = 7.066ft. Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.076 in Ratio= 1255> 360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.161 in Ratio= 595> 180 Span:1 :+D+0.750L+0.750S+0.45OW Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M tb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.388 0.230 0.90 1.000 1.00 1.15 1.00 1.00 1.00 2.46 311.40 802.13 0.94 27.97 121.50 +D+L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.690 0.409 1.00 1.000 1.00 1.15 1.00 1.00 1.00 4.86 614.80 891.25 1.86 55.22 135.00 +D+Lr 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.552 0.327 1.25 1.000 1.00 1.15 1.00 1.00 1.00 4.86 614.80 1114.06 1.86 55.22 168.75 +D+S 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.782 0.464 1.15 1.000 1.00 1.15 1.00 1.00 1.00 6.34 801.40 1024.94 2.43 71.98 155.25 +D+0.750Lr+0.750L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.688 0.408 1.25 1.000 1.00 1.15 1.00 1.00 1.00 6.06 766.51 1114.06 2.32 68.84 168.75 +D+0.750L+0.750S 1.000, 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.884 0.524 1.15 1.000 1.00 1.15 1.00 1.00 1.00 7.17 906.45 1024.94 2.75 81.41 155.25 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 8'3-2x12 Header Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios- omen a ues Shear a ues Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v +D+0.60W 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.336 0.200 1.60 1.000 1.00 1.15 1.00 1.00 1.00 3.80 479.79 1426.00 1.45 43.09 216.00 +D+0.750Lr+0.750L+0.450W 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.626 0.371 1.60 1.000 1.00 1.15 1.00 1.00 1.00 7.06 892.80 1426.00 2.71 80.19 216.00 +D+0.750L+0.750S+0.450W 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.724 0.429 1.60 1.000 1.00 1.15 1.00 1.00 1.00 8.17 1,032.75 1426.00 3.13 92.76 216.00 +0.60D+0.60W 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.249 0.148 1.60 1.000 1.00 1.15 1.00 1.00 1.00 2.81 355.23 1426.00 1.08 31.90 216.00 +0.60D 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 0.131 0.078 1.60 1.000 1.00 1.15 1.00 1.00 1.00 1.48 186.84 1426.00 0.57 16.78 216.00 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S+0.450W 1 0.1612 4.029 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.085 4.085 Overall MINimum 1.110 1.110 D Only 1.232 1.232 +D+L 2.432 2.432 +D+Lr 2.432 2.432 +D+S 3.170 3.170 +D+0.750Lr+0.750L 3.032 3.032 +D+0.750L+0.750S 3.585 3.585 +D+0.60W 1.898 1.898 +D+0.750Lr+0.750L+0.450W 3.531 3.531 +D+0.750L+0.750S+0.450W 4.085 4.085 +0.60D+0.60W 1.405 1.405 +0.60D 0.739 0.739 Lr Only 1.200 1.200 L Only 1.200 1.200 S Only 1.938 1.938 W Only 1.110 1.110 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 9' 3-2x10 Header CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775.0 psi E:Modulus of Elasticity Load Combination ASCE7-16 Fb- 775.0psi Ebend-xx 1,100.Oksi Fc-Prll 1,000.0 psi Eminbend-xx 400.Oksi Wood Species Spruce-Pine-Fir(South) Fc-Perp 335.0 psi Wood Grade No.2 Fv 135.0 psi Ft 350.0 psi Density 22.470pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.0375)Lr(0.05)S(0.08075)W(0.04625) 3-2x10 Span=9.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.0150, Lr=0.020, S=0.03230, W=0.01850 ksf, Tributary Width=2.50 ft, (Roof Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.200 1 Maximum Shear Stress Ratio = 0.108 : 1 Section used for this span 3-2x10 Section used for this span 3-2x10 fb:Actual 236.19 psi fv:Actual = 16.83 psi Fb:Allowable = 1,127.43psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 4.500ft Location of maximum on span = 8.245ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.037 in Ratio= 2940-360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.057 in Ratio= 1894-180 Span:1 :+D+0.750S+0.45OW Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.094 0.049 0.90 1.100 1.00 1.15 1.00 1.00 1.00 0.45 83.30 882.34 0.16 5.94 121.50 +D+Lr 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.145 0.075 1.25 1.100 1.00 1.15 1.00 1.00 1.00 0.95 177.97 1225.47 0.35 12.68 168.75 +D+S 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.209 0.108 1.15 1.100 1.00 1.15 1.00 1.00 1.00 1.26 236.19 1127.43 0.47 16.83 155.25 +D+0.750Lr 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.126 0.065 1.25 1.100 1.00 1.15 1.00 1.00 1.00 0.83 154.30 1225.47 0.31 11.00 168.75 +D+0.750S 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.176 0.091 1.15 1.100 1.00 1.15 1.00' 1.00 1.00 1.06 197.96 1127.43 0.39 14.11 155.25 +D+0.60W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.087 0.045 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.73 135.84 1568.60 0.27 9.68 216.00 +D+0.75OLr+0.45OW 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 9'3-2x10 Header Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v Length=9.0 ft 1 0.123 0.064 1.60 1.100 1.00 1.15 1.00 1.00 1.00 1.04 193.70 1568.60 0.38 13.81 216.00 +D+0.750S+0.450W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.151 0.078 1.60 1.100 1.00 1.15 1.00 1.00 1.00 1.27 237.37 1568.60 0.47 16.92 216.00 +0.60D+0.60W 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.065 0.034 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.55 102.52 1568.60 0.20 7.31 216.00 +0.60D 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=9.0 ft 1 0.032 0.016 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.27 49.98 1568.60 0.10' 3.56 216.00 Overall Maximum Deflections Load Combination Span Max."='Defl Location in Span Load Combination Max."+°Defl Location in Span +D+0.750S+0.450W 1 0.0570 4.533 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.564 0.564 Overall MINimum 0.208 0.208 D Only 0.198 0.198 +D+Lr 0.423 0.423 +D+S 0.561 0.561 +D+0.750Lr 0.367 0.367 +D+0.750S 0.471 0.471 +D+0.60W 0.323 0.323 +D+0.750Lr+0.450W 0.460 0.460 +D+0.750S+0.450W 0.564 0.564 +0.60D+0.60W 0.244 0.244 +0.60D 0.119 0.119 Lr Only 0.225 0.225 S Only 0.363 0.363 W Only 0.208 0.208 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 4'3-2x8 Header CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775.0 psi E:Modulus of Elasticity Load Combination ASCE7-16 Fb- 775.0psi Ebend-xx 1,100.Oksi Fc-Prll 1,000.0 psi Eminbend-xx 400.Oksi Wood Species Spruce-Pine-Fir(South) Fc-Perp 335.0 psi Wood Grade No.2 Fv 135.0 psi Ft 350.0 psi Density 22.470pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling . Repetitive Member Stress Increase D(0.09)L(0.38) 0(0.285)Lr(0.38)S(0.6137)W(0.3515) 3-2x8 Span=4.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.0150, Lr=0.020, S=0.03230, W=0.01850 ksf, Tributary Width=19.0 ft, (Roof Loads) Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=9.0 ft, (Floor Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.55Q 1 Maximum Shear Stress Ratio = 0.461 : 1 Section used for this span 3-2x8 Section used for this span 3-2x8 fb:Actual = 675.99 psi fv:Actual = 71.55 psi Fb:Allowable = 1,229.93psi Fv:Allowable = 155.25 psi Load Combination +D+0.750L+0.750S Load Combination +D+0.750L+0.750S Location of maximum on span = 2.000ft Location of maximum on span = 3.401 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.023 in Ratio= 2122> 360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.047 in Ratio= 1026-180 Span:1 :+D+0.750L+0.750S+0.45OW Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values briear values Segment Length Span# M V Cd CFN C i Cr Cm C t C L M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.240 0.202 0.90 1.200 1.00 1.15 1.00 1.00 1.00 0.76 231.40 962.55 0.53 24.49 121.50 +D+L 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.421 0.353 1.00 1.200 1.00 1.15 1.00 1.00 1.00 1.48 450.57 1069.50 1.04 47.69 135.00 +D+Lr 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.346 0.290 1.25 1.200 1.00 1.15 1.00 1.00 1.00 1.52 462.74 1336.88 1.07 48.98 168.75 +D+S 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.492 0.412 1.15 1.200 1.00 1.15 1.00 1.00 1.00 1.99 605.02 1229.93 1.39 64.03 155.25 +D+0.750Lr+0.750L 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.426 0.357 1.25 1.200 1.00 1.15 1.00 1.00 1.00 1.87 569.28 1336.88 1.31 60.25 168.75 +D+0.750L+0.750S 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.550 0.461 1.15 1.200 1.00 1.15 1.00 1.00 1.00 2.22 675.99 1229.93 1.56 71.55 155.25 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 4'3-2x8 Header Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t C L M fb F'b V fv F'v +D+0.60W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.210 0.176 1.60 1.200 1.00 1.15 1.00 1.00 1.00 1.18 359.79 1711.20 0.83 38.08 216.00 +D+0.750Lr+0.750L+0.450W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.389 0.326 1.60 1.200 1.00 1.15 1.00 1.00 1.00 2.19 665.58 1711.20 1.53 70.44 216.00 +D+0.750L+0.750S+0.450W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.451 0.378 1.60 1.200 1.00 1.15 1.00 1.00 1.00 2.54 772.29 1711.20 1.78 81.74 216.00 +0.60D+0.60W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.156 0.131 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.88 267.24 1711.20 0.62 28.28 216.00 +0.60D 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.081 0.068 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.46 138.84 1711.20 0.32 14.69 216.00 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S+0.450W 1 0.0468 2.015 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.537 2.537 Overall MINimum 0.703 0.703 D Only 0.760 0.760 +D+L 1.480 1.480 +D+Lr 1.520 1.520 +D+S 1.988 1.988 +D+0.750Lr+0.750L 1.870 1.870 +D+0.750L+0.750S 2.221 2.221 +D+0.60W 1.182 1.182 +D+0.750Lr+0.750L+0.45OW 2.187 2.187 +D+0.750L+0.750S+0.450W 2.537 2.537 +0.60D+0.60W 0.878 0.878 +0.60D 0.456 0.456 Lr Only 0.760 0.760" L Only 0.720 0.720 S Only 1.227 1.227 W Only 0.703 0.703 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-202E DESCRIPTION: 2x8 Porch Rafters CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 775.0 psi Ebend-xx 1,100.Oksi Fc-PHI 1,000.0psi Eminbend-xx 400.Oksi Wood Species Spruce-Pine-Fir(South) Fc-Perp 335.0 psi Wood Grade No.2 Fv 135.0 psi Ft 350.0 psi Density 22.470pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.03)Lr(0.04)S(0.0806)W(0.032) 2x8 Span=4.750 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.0150, Lr=0.020, S=0.04030, W=0.0160 ksf, Tributary Width=2.0 ft, (Roof Loads) DESIGN SUMMARY 1- . s Maximum Bending Stress Ratio = 0.2321 Maximum Shear Stress Ratio = 0.175: 1 Section used for this span 2x8 Section used for this span 2x8 fb:Actual = 284.85 psi fv:Actual = 27.24 psi Fb:Allowable = 1,229.93psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 2.375ft Location of maximum on span = 4.161 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.018 in Ratio= 3216>=360 Span:1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.024 in Ratio= 2343> 180 Span:1 :+D+S Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces $Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CF/V C 1 Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=4.750 ft 1 0.080 0.061 0.90 1.200 1.00 1.15 1.00 1.00 1.00 0.08 71.27 962.55 0.05 7.39 121.50 +D+Lr 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.750 f: 1 0.135 0.102 1.25 1.200 1.00 1.15 1.00 1.00 1.00 0.20 180.29 1336.88 0.12 17.24 168.75 +D+S 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.750 ft 1 0.232 0.175 1.15 1.200 1.00 1.15 1.00 1.00 1.00 0.31 284.85 1229.93 0.20 27.24 155.25 +D+0.750Lr 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.750 ft 1 0.116 0.088 1.25 1.200 1.00 1.15 1.00 1.00 1.00 0.17 154.53 1336.88 0.11 14.78 168.75 +D+0.750S 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.750 ft 1 0.189 0.143 1.15 1.200 1.00 1.15 1.00 1.00 1.00 0.26 232.95 1229.93 0.16 22.28 155.25 +D+0.60W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.750 ft 1 0.074 0.056 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.14 126.71 1711.20 0.09 12.12 216.00 +D+0.750Lr+0.45OW 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2x8 Porch Rafters Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios J MomentValues Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v Length=4.750 ft 1 0.112 0.085 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.21 191.62 1711.20 0.13 18.32 216.00 +D+0.750S+0.450W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.750 ft 1 0.158 0.120 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.30 270.04 1711.20 0.19 25.82 216.00 +0.60D+0.60W 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.750 It 1 0.056 0.042 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.10 95.81 1711.20 0.07 9.16 216.00 +0.60D 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.750 ft 1 0.027 0.021 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.05 46.36 1711.20 0.03 4.43 216.00 Overall Maximum Deflections Load Combination Span Max."='Dell Location in Span Load Combination Max.°+"Defl Location in Span +D+S 1 0.0243 2.392 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.263 0.263 Overall MINimum 0.076 0.076 D Only 0.071 0.071 +D+Lr 0.166 0.166 +D+S 0.263 0.263 +D+0.750Lr 0.143 0.143 +D+0.750S 0.215 0.215 +D+0.60W 0.117 0.117 +D+0.750Lr+OA50W 0.177 0.177 +D+0.750S+0.450W 0.249 0.249 +0.60D+0.60W 0.088 0.088 +0.60D 0.043 0.043 Lr Only 0.095 0.095 S Only 0.191 0.191 W Only 0.076 -0.076 Wood Beam Project File:NY1631 Enerca1c.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2-2x12 SPF Flush Girder CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 775 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 775 psi Ebend-xx 1100ksi Fc-Prll 1000 psi Eminbend-xx 400 ksi Wood Species Spruce-Pine-Fir(South) Fc-Perp 335 psi Wood Grade No.2 Fv 135 psi Ft 350psi Density 22.47pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.095)L(0.38) I 2-2x12 Span=8.670 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=9.50 ft, (Floor Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.950: 1 Maximum Shear Stress Ratio = 0.534 : 1 Section used for this span 2-2x12 Section used for this span 2-2x12 I fb:Actual = 846.35 psi fv:Actual = 72.14 psi Fb:Allowable = 891.25 psi Fv:Allowable = 135.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 4.335ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.124 in Ratio= 838> 240 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<240 n/a Max Downward Total Deflection 0.155 in Ratio= 670-180 Span:1 :+D+L Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios NiTm--efit Values Shear Values Segment Length Span# M V Cd CF/V C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.211 0.119 0.90 1.000 1.00 1.15 1.00 1.00 1.00 0.89 169.27 802.13 0.32 14.43 121.50 +D+L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.950 0.534 1.00 1.000 1.00 1.15 1.00 1.00 1.00 4.46 846.35 891.25 1.62 72.14 135.00 +D+0.750L 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.608 0.342 1.25 1.000 1.00 1.15 1.00 1.00 1.00 3.57 677.08 1114.06 1.30 57.72 168.75 +0.60D 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.071 0.040 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.54 101.56 1426.00 0.19 8.66 216.00 Overall Maximum Deflections Load Combination Span Max."='Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.1551 4.367 0.0000 0.000 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2-2x12 SPF Flush Girder Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.059 2.059 Overall MINimum 1.647 1.647 D Only 0.412 0.412 +D+L 2.059 2.059 +D+0.750L 1.647 1.647 +0.60D 0.247 0.247 L Only 1.647 1.647 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN LI MAN CONSULTANTS (c)ENERCALC INC 1983-202f DESCRIPTION: 1.75x9.25 LVL Flush Girder CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2600 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2600 psi Ebend-xx 1900ksi Fc-Prll 2510 psi Eminbend-xx 965.71 ksi Wood Species !Level Truss Joist Fc-Perp 750 psi Wood Grade Microl-am LVL 1.9 E Fv 285 psi Ft 1555 psi Density 42.01 pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.095)L(0.38) j 1.75x9.25 i L Span=8.670 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=1 0.010, L=0.040 ksf, Tributary Width=9.50 ft,(Floor Loads) DESIGN SUMMARY o • Maximum Bending Stress Ratio = 0.7941 Maximum Shear Stress Ratio = 0.552 : 1 Section used for this span 1.75x9.25 Section used for this span 1.75x9.25 fb:Actual = 2,146.11 psi fv:Actual = 157.38 psi Fb:Allowable = 2,704.00 psi Fv:Allowable = 285.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 4.335ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.222 in Ratio= 469>=240 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<240 n/a j Max Downward Total Deflection 0.277 in Ratio= 375> 180 Span:1 :+D+L Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Cl Cr Cm C t CL M fb Fib V fv F'v D Only 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.176 0.123 0.90 1.000 1.00 1.04 1.00 1.00 1.00 0.89 429.22 2433.60 0.34 31.48 256.50 +D+L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.794 0.552 1.00 1.000 1.00 1.04 1.00 1.00 1.00 4.46 2,146.11 2704.00 1.70 157.38 285.00 +D+0.750L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.508 0.353 1.25 1.000 1.00 1.04 1.00 1.00 1.00 3.57 1,716.89 3380.00 1.36 125.90 356.25 +0.60D 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.060 0.041 1.60 1.000 1.00 1.04 1.00 1.00 1.00 0.54 257.53 4326.40 0.20 18.89 456.00 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.2770 4.367 0.0000 0.000 Wood Beam Project File:NY1631 Enerca1c.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 1.75x9.25 LVL Flush Girder Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.059 2.059 Overall MINimum 1.647 1.647 D Only 0.412 0.412 +D+L 2.059 2.059 +D+0.750L 1.647 1.647 +0.60D 0.247 0.247 L Only 1.647 1.647 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 1.75x9.25 PSL Flush Girder CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,400.0 psi Ebend-xx 1,800.Oksi Fc-Prll 2,500.0 psi Eminbend-xx 914.88ksi Wood Species iLevel Truss Joist Fc-Perp 425.0 psi Wood Grade Parallam PSL 1.8E Fv 190.0 psi Ft 1,755.0psi Density 45.070pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.095)L(0.38) 1.75x9.25 Span=8.670 ft E Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=9.50 ft, (Floor Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.86R 1 Maximum Shear Stress Ratio = 0.828 : 1 Section used for this span 1.75x9.25 Section used for this span 1.75x9.25 fb:Actual = 2,146.11 psi fv:Actual = 157.38 psi Fb:Allowable = 2,496.00 psi Fv:Allowable = 190.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 4.335ft Location of maximum on span = 0.000 ft i Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.234 in Ratio= 444>=240 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<240 n/a Max Downward Total Deflection 0.292 in Ratio= 355-180 Span:1 :+D+L Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CF/V C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.191 0.184 0.90 1.000 1.00 1.04 1.00 1.00 1.00 0.89 429.22 2246.40 0.34 31.48 171.00 +D+L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.860 0.828 1.00 1.000 1.00 1.04 1.00 1.00 1.00 4.46 2,146.11 2496.00 1.70 157.38 190.00 +D+0.750L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.550 0.530 1.25 1.000 1.00 1.04 1.00 1.00 1.00 3.57 1,716.89 3120.00 1.36 125.90 237.50 +0.60D 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.670 ft 1 0.064 0.062 1.60 1.000 1.00 1.04 1.00 1.00 1.00 0.54 257.53 3993.60 0.20 18.89 304.00 Overall Maximum Deflections Load Combination Span Max."-!'Dell Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.2924 4.367 0.0000 0.000 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-202e DESCRIPTION: 1.75x9.25 PSL Flush Girder Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.059 2.059 Overall MlNimum 1.647 1.647 D Only 0.412 0.412 +D+L 2.059 2.059 +D+0.750L 1.647 1.647 +0.60D 0.247 0.247 L Only 1.647 1.647 Wood Beam Project File:NY1631 Enerca1c.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN LI MAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3-1.75x11.25 LVL Flush Girder CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,.ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,600.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,600.0 psi Ebend-xx 1,900.0 ksi Fc-PHI 2,510.0 psi Eminbend-xx 965.71 ksi Wood Species iLevel Truss Joist Fc-Perp 750.0 psi Wood Grade MicroLam LVL 1.9 E Fv 285.0 psi Ft 1,555.0 psi Density 42.010pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.145)L(0.58) 3-1.75x11.25 Span=15.250 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=14.50 ft,(Floor Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.8451 1 Maximum Shear Stress Ratio = 0.435 : 1 j Section used for this span 3-1.75x11.25 Section used for this span 3-1.75x11.25 j fb:Actual = 2,283.79 psi fv:Actual = 124.00 psi Fb:Allowable = 2,704.00 psi Fv:Allowable = 285.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 7.625ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.600 in Ratio= 305>=240 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<240 n/a Max Downward Total Deflection 0.750 in Ratio= 244> 180 Span:1 :+D+L Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Hatios M6ment Values Shear Values Segment Length Span# M V Cd CF/V C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.188 0.097 0.90 1.000 1.00 1.04 1.00 1.00 1.00 4.22 456.76 2433.60 0.98 24.80 256.50 +D+L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.845 0.435 1.00 1.000 1.00 1.04 1.00 1.00 1.00 21.08 2,283.79 2704.00 4.88 124.00 285.00 +D+0.750L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.541 0.278 1.25 1.000 1.00 1.04 1.00 1.00 1.00 16.86 1,827.03 3380.00 3.91 99.20 356.25 +0.60D 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.063 0.033 1.60 1.000 1.00 1.04 1.00 1.00 1.00 2.53 274.05 4326.40 0.59 14.88 456.00 Overall Maximum Deflections Load Combination Span Max."'Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.7498 7.681 0.0000 0.000 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3-1.75x11.25 LVL Flush Girder Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.528 5.528 Overall MINimum 4.423 4.423 D Only 1.106 1.106 +D+L 5.528 5.528 +D+0.750L 4.423 4.423 +0.60D 0.663 0.663 L Only 4.423 4.423 a � Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-202E DESCRIPTION: 3-1.75x11.87 PSL Flush Girder CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,400.0 psi Ebend-xx 1,800.0 ksi Fc-PHI 2,500.0 psi Eminbend-xx 914.88ksi Wood Species iLevel Truss Joist Fc-Perp 425.0 psi Wood Grade Parallam PSL 1.8E Fv 190.0 psi Ft 1,755.0 psi Density 45.070pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.145)L(0.58) i 5.25W.25 Span=15.250 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.010, L=0.040 ksf, Tributary Width= 14.50 ft, (Floor Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.913 1 Maximum Shear Stress Ratio = 0.653 : 1 j Section used for this span 5.25x11.25 Section used for this span 5.25x11.25 i fb:Actual = 2,283.79 psi fv:Actual = 124.00 psi Fb:Allowable = 2,496.00 psi Fv:Allowable = 190.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 7.625ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.633 in Ratio= 289>=240 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<240 n/a Max Downward Total Deflection 0.791 in Ratio= 231> 180 Span:1 :+D+L Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CF/V C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.203 0.145 0.90 1.000 1.00 1.04 1.00 1.00 1.00 4.22 456.76 2246.40 0.98 24.80 . 171.00 +D+L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.915 0.653 1.00 1.000 1.00 1.04 1.00 1.00 1.00 21.08 2,283.79 2496.00 4.88 124.00 190.00 +D+0.750L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.586 0.418 1.25 1.000 1.00 1.04 1.00 1.00 1.00 16.86 1,827.03 3120.00 3.91 99.20 237.50 +0.60D 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.250 ft 1 0.069 0.049 1.60 1.000 1.00 1.04 1.00 1.00 1.00 2.53 274.05 3993.60 0.59 14.88 304.00 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.7915 7.681 0.0000 0.000 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3-1.75x11.87 PSL Flush Girder Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.528 5.528 Overall MINimum 4.423 4.423 D Only 1.106 1.106 +D+L 5.528 5.528 +D+0.750L 4.423 4.423 +0.60D 0.663 0.663 L Only 4.423 4.423 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2-1.75x9.5 LVL Dropped Girder CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,600.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,600.0 psi Ebend-xx 1,900.0 ksi Fc-Prll 2,510.0 psi Eminbend-xx 965.71 ksi Wood Species iLevel Truss Joist Fc-Perp 750.0 psi Wood Grade MicroLam LVL 1.9 E Fv 285.0 psi Ft 1,555.0psi Density 42.010pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.067)L(0.268) 2-1.75x9.5 Span=15.750 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=6.70 ft, (Floor Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.87a 1 Maximum Shear Stress Ratio = 0.378 : 1 Section used for this span 2-1.75x9.5 Section used for this span 2-1.75x9.5 fb:Actual = 2,367.74psi fv:Actual = 107.72 psi Fb:Allowable = 2,704.00 psi Fv:Allowable = 285.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 7.875ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 . Maximum Deflection Max Downward Transient Deflection 0.786 in Ratio= 240> 240 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<240 n/a i Max Downward Total Deflection 0.982 in Ratio= 192> 180 Span:1 :+D+L Max Upward Total Deflection _ 0 in Ratio= 0<180 n/a i Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values ear a ues Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=15.750 ft 1 0.195 0.084 0.90 1.000 1.00 1.04 1.00 1.00 1.00 2.08 473.55 2433.60 0.48 21.54 256.50 +D+L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.750 ft 1 0.876 0.378 1.00 1.000 1.00 1.04 1.00 1.00 1.00 10.39 2,367.74 2704.00 2.39 107.72 285.00 +D+0.750L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.750 ft 1 0.560 0.242 1.25 1.000 1.00 1.04 1.00 1.00 1.00 8.31 1,894.19 3380.00 1.91 86.18 356.25 +0.60D 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.750 It 1 0.066 0.028 1.60 1.000 1.00 1.04 1.00 1.00 1.00 1.25 284.13 4326.40 0.29 12.93 456.00 Overall Maximum Deflections Load Combination Span Max."'Defl Location in Span Load Combination Max."+°Defl Location in Span +D+L 1 0.9819 7.932 0.0000 0.000 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 2-1.75x9.5 LVL Dropped Girder Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.638 2.638 Overall MINimum 2.111 2.111 D Only 0.528 0.528 +D+L 2.638 2.638 +D+0.750L 2.111 2.111 +0.60 D 0.317 0.317 L Only 2.111 2.111 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3.5x11.25 PSL Dropped Girder CODE REFERENCES Calculations per NDS 2018, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,400.0 psi Ebend-xx 1,800.Oksi Fc-PHI 2,500.0 psi Eminbend-xx 914.88ksi Wood Species iLevel Truss Joist Fc-Perp 425.0 psi Wood Grade Parallam PSL 1.8E Fv 190.0 psi Ft 1,755.0psi Density 45.070pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.067)1_(0.268) 3.5x11.25 Span=15.750 ft i Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=6.70 ft, (Floor Loads) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.67a 1 Maximum Shear Stress Ratio = 0.467 : 1 Section used for this span 3.5x11.25 Section used for this span 3.5x11.25 fb:Actual = 1,688.40 psi fv:Actual = 88.76 psi Fb:Allowable = 2,496.00 psi Fv:Allowable = 190.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 7.875ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.499 in Ratio= 378> 240 Span:1 :L Only Max Upward Transient Deflection 0 in Ratio= 0<240 n/a Max Downward Total Deflection 0.624 in Ratio= 302-180 Span:1 :+D+L Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CF/V C i Cr Cm C t CL M fb Fb V fv F'v D Only 0.00 0.00 0.00 0.00 Length=15.750 ft 1 0.150 0.104 0.90 1.000 1.00 1.04 1.00 1.00 1.00 2.08 337.68 2246.40 0.47 17.75 171.00 +D+L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.750 ft 1 0.676 0.467 1.00 1.000 1.00 1.04 1.00 1.00 1.00 10.39 1,688.40 2496.00 2.33 88.76 190.00 +D+0.750L 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.750 ft 1 0.433 0.299 1.25 1.000 1.00 1.04 1.00 1.00 1.00 8.31 1,350.72 3120.00 1.86 71.01 237.50 +0.60D 1.000 1.00 1.04 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=15.750 ft 1 0.051 0.035 1.60 1.000 1.00 1.04 1.00 1.00 1.00 1.25 202.61 3993.60 0.28 10.65 W4.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.6241 7.932 0.0000 0.000 Wood Beam Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 3.5x11.25 PSL Dropped Girder Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.638 2.638 Overall MlNimum 2.111 2.111 D Only 0.528 0.528 +D+L 2.638 2.638 +D+0.750L 2.111 2.111 +0.60 D 0.317 0.317 L Only 2.111 2.111 General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 24"x24""x12" Footing Code References Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 60.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 1.0 ft Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use fig wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure Yes when max.length or width is greater than = ft Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis = 2.0 ft Length parallel to Z-Z Axis = 2.0 ft Z Footing Thickness = 12.0 in Pedestal dimensions... X I X px:parallel to X-X Axis = in o pz:parallel to Z-Z Axis in Height in Reber Centerline to Edge of Concrete... at Bottom of footing = 3.0 in i o , rn Reinforcing 2,o, W Bars parallel to X-X Axis Number of Bars = 4.0 Reinforcing Bar,Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 4.0 Reinforcing Bar Size = # 4 4=#�4 Baes" 4 k 4 Bars_f c) Bandwidth Distribution Check (AC 115.4.4.2) Direction Requiring Closer Separation coI`" r ' M`- n/a X-- Sectlo�n Looking to +Z Z-Z Section LoOking to +X #Bars required within zone n/a #Bars required on each side of zone n/a • _ , Applied Loads D Lr L S W E H P:Column Load = 0.820 0.0 3.30 0.0 k OB:Overburden = ksf M-xx = --- k-ft— M-zz = k-ft V-x = k V-z = k General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 24"x24""x12" Footing DESIGN SUMMARY - • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.7833 Soil Bearing 1.175 ksf 1.50 ksf +D+L about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.05054 Z Flexure(+X) 0.7830 k-ft/ft 15.494 k-ft/ft +1.20D+1.60L PASS 0.05054 Z Flexure(-X) 0.7830 k-ft/ft 15.494 k-ft/ft +1.20D+1.60L PASS 0.05054 X Flexure(+Z) 0.7830 k-ft/ft 15.494 k-ft/ft +1.20D+1.60L PASS 0.05054 X Flexure(-Z) 0.7830 k-ft/ft 15.494 k-ft/ft +1.20D+1.60L PASS 0.04236 1-way Shear(+X) 3.480 psi 82.158 psi +1.20D+1.60L PASS 0.04236 1-way Shear(-X) 3.480 psi 82.158 psi +1.20D+1.60L PASS 0.04236 1-way Shear(+Z) 3.480 psi 82.158 psi +1.20D+1.60L PASS 0.04236 1-way Shear(-Z) 3.480 psi 82.158 psi +1.20D+1.60L PASS 0.1007 2-way Punching 16.542 psi 164.317 psi +1.20D+1.60L Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 1.50 n/a 0.0 0.350 0.350 n/a n/a 0.233 X-X,+D+L 1.50 n/a 0.0 1.175 1.175 n/a n/a 0.783 X-X,+D+0.750L 1.50 n/a 0.0 0.9688 0.9688 n/a n/a 0.646 X-X,+0.60D 1.50 n/a 0.0 0.210 0.210 n/a n/a 0.140 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.350 0.350 0.233 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 1.175 1.175 0.783 Z-Z,+D+0.750L 1.50 0.0 n/a n/a n/a 0.9688 0.9688 0.646 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.210 0.210 0.140 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio- Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi"Mn Status k-ft Surface in^2 in^2 inA2 k-ft X-X,+1.40D 0.1435 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.40D 0.1435 -Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D+1.60L 0.7830 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D+1.60L 0.7830 -Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D+L 0.5355 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D+L 0.5355 -Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D 0.1230 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D 0.1230 -Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+0.90D 0.09225 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+0.90D 0.09225 -Z Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.40D 0.1435 -X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.40D 0.1435 +X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D+1.60L 0.7830 -X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D+1.60L 0.7830 +X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D+L 0.5355 -X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D+L 0.5355 +X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D 0.1230 -X Bottom 0.2592 AsMin 0.40 15.494 OK General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION! 24"x24""x12" Footing Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phl*Mn Status k-ft Surface inA2 inA2 inA2 k-ft Z-Z,+1.20D 0.1230 +X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+0.90D 0.09225 -X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+0.90D 0.09225 +X Bottom 0.2592 AsMin 0.40 15.494 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 0.64 psi 0.64 psi 0.64 psi 0.64 psi 0.64 psi 82.16 psi 0.01 OK +1.20D+1.60L 3.48 psi 3.48 psi 3.48 psi 3.48 psi 3.48 psi 82.16 psi 0.04 OK +1.20D+L 2.38 psi 2.38 psi 2.38 psi 2.38 psi 2.38 psi 82.16 psi 0.03 OK +1.20D 0.55 psi 0.55 psi 0.55 psi 0.55 psi 0.55 psi 82.16 psi 0.01 OK +0.90D 0.41 psi 0.41 psi 0.41 psi 0.41 psi 0.41 psi 82.16 psi 0.00 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 3.03 psi 164.32psi 0.01845 OK +1.20D+1.60L 16.54 psi 164.32psi 0.1007 OK +1.20D+L 11.31 psi 164.32psi 0.06885 OK +1.20D 2.60 psi 164.32psi 0.01581 OK +0.90D 1.95 psi 164.32psi 0.01186 OK General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 30"x30""x12" Footing Code References Calculations per ACI 318-14, IBC 2018,CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 60.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf T Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 1.0 It Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure Yes when max.length or width is greater than = ft Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis = 3.0 ft LL Length parallel to Z-Z Axis = 3.0 ft Z Footing Thickness = 12.0 in Pedestal dimensions... X X px:parallel to X-X Axis = in .•...............•-,...•....---..-..__._____.__......._.__.__ pz:parallel to Z-Z Axis in Height in Rebar Centerline to Edge of Concrete... ii at Bottom of footing = 3.0 in N F-- Z Reinforcing 3'-0° w Bars parallel to X-X Axis Number of Bars = 4.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 4.0 $' " Reinforcing Bar Size = # 4 4 #,4 Bats ; ;4=#4 Bars r h `Q Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation --X-Section Looking to+ Z-Z Section Looking to+X— n/a #Bars required within zone n/a ' #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 2.0 8.50 k OB:Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = k General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN LI MAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 30"x30""x12" Footing DESIGN SUMMARY - • • Min.Ratio Item Applied Capacity Goveming Load Combination PASS 0.8747 Soil Bearing 1.312 ksf 1.50 ksf +D+L about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1907 Z Flexure(+X) 2.0 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L PASS 0.1907 Z Flexure(-X) 2.0 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L PASS 0.1907 X Flexure(+Z) 2.0 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L PASS 0.1907 X Flexure(-Z) 2.0 k-ft/ft 10.486 k-ft/ft +1.20D+1.60L PASS 0.1503 1-way Shear(+X) 12.346 psi 82.158 psi +1.20D+1.60L PASS 0.1503 1-way Shear(-X) 12.346 psi 82.158 psi +1.20D+1.60L PASS 0.1503 1-way Shear(+Z) 12.346 psi 82.158 psi +1.20D+1.60L PASS 0.1503 1-way Shear(-Z) 12.346 psi 82.158 psi +1.20D+1.60L PASS 0.2818 2-way Punching 46.296 psi 164.317 psi +1.20D+1.60L Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual I Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 1.50 n/a 0.0 0.3672 0.3672 n/a n/a 0.245 X-X,+D+L 1.50 n/a 0.0 1.312 1.312 n/a n/a 0.875 X-X,+D+0.750L 1.50 n/a 0.0 1.076 1.076 n/a n/a 0.717 X-X,+0.60D 1.50 n/a 0.0 0.2203 0.2203 n/a n/a 0.147 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.3672 0.3672 0.245 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 1.312 1.312 0.875 Z-Z,+D+0.750L 1.50 0.0 n/a n/a n/a 1.076 1.076 0,717 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.2203 0.2203 0.147 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X,+1.40D 0.350 +Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+1.40D 0.350 -Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+1.20D+1.60L 2.0 +Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+1.20D+1.60L 2.0 -Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+1.20D+L 1.363 +Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+1.20D+L 1.363 -Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+1.20D 0.30 +Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+1.201) 0.30 -Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+0.90D 0.2250 +Z Bottom 0.2592 AsMin 0.2667 10.486 OK X-X,+0.90D 0.2250 -Z Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+1.40D 0.350 -X Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+1.40D 0.350 +X Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+1.20D+1.60L 2.0 -X Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+1.20D+1.60L 2.0 +X Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+1.20D+L 1.363 -X Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+1.20D+L 1.363 +X Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+1.20D 0.30 -X Bottom 0.2592 AsMin 0.2667 10.486 OK General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-202e DESCRIPTION: 30"x30""x12" Footing Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phl*Mn Status k-ft Surface inA2 inA2 inA2 k-ft Z-Z,+1.20D 0.30 +X Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+0.901) 0.2250 -X Bottom 0.2592 AsMin 0.2667 10.486 OK Z-Z,+0.90D 0.2250 +X Bottom 0.2592 AsMin 0.2667 10.486 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 2.16 psi 2.16 psi 2.16 psi 2.16 psi 2.16 psi 82.16 psi 0.03 OK +1.20D+1.60L 12.35 psi 12.35 psi 12.35 psi 12.35 psi 12.35 psi 82.16 psi 0.15 OK +1.20D+L 8.41 psi 8.41 psi 8.41 psi 8.41 psi 8.41 psi 82.16 psi 0.10 OK +1.20D 1.85 psi 1.85 psi 1.85 psi 1.85 psi 1.85 psi 82.16 psi 0.02 OK +0.90D 1.39 psi 1.39 psi 1.39 psi 1.39 psi 1.39 psi 82.16 psi 0.02 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 8.10 psi 164.32psi 0.04931 OK +1.20D+1.60L 46.30 psi 164.32psi 0.2818 OK +1.20D+L 31.54 psi 164.32psi 0.1919 OK +1.20D 6.94 psi 164.32psi 0.04226 OK +0.90D 5.21 psi 164.32psi 0.0317 OK General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 36"x36"x12" Footing Code References Calculations per ACI 318-14, IBC 2018,CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-16 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 60.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf T Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 1.0 ft Min Steel%Bending Reinf. = Allow press.increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 :1 Min.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure Yes when max.length or width is greater than = ft Use Pedestal wt for stability,mom,&shear No Dimensions Width parallel to X-X Axis = 3.0 ft Length parallel to Z-Z Axis = 3.0 ft Z Footing Thickness = 12.0 in I Pedestal dimensions... X k X px:parallel to X-X Axis = in --__o.._.__._.._.. ----•--_..........-_-.__---._..:_..__ pz:parallel to Z-Z Axis = in co Height - in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in I i a p Z a� rn F Reinforcing T-0^ w Bars parallel to X-X Axis Number of Bars = 6.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 6.03_ .r- Reinforcing Bar Size = # 4 6 #4,Bars # 7_1�� 6 r#4 BarsF oBandwidth Distribution Check (ACI 15.4.4.2) C,�_ +.., r Direction Requiring Closer Separation X-X-Sectloc Looking to+Z co Z-ZSuction Looking to+X n/a #Bars required within zone n/a #Bars required on each side of zone n/a -- Applied Loads D Lr L S W E H P:Column Load = 2.30 9.0 k OB:Overburden = ksf M-xx = k-ft M-zz = k-ft V-x = k V-z = k General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 36"x36"x12" Footing DESIGN SUMMARY - Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.9340 Soil Bearing 1.401 ksf 1.50 ksf +D+L about Z-Z axis PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1384 Z Flexure(+X) 2.145 k-ft/ft 15.494 k-ft/ft +1.20D+1.60L PASS 0.1384 Z Flexure(-X) 2.145 k-ft/ft 15.494 k-ft/ft +1.20D+1.60L PASS 0.1384 X Flexure(+Z) 2.145 k-ft/ft 15.494 k-ft/ft +1.20D+1.60L PASS 0.1384 X Flexure(-Z) 2.145 k-ft/ft 15.494 k-ft/ft +1.20D+1.60L PASS 0.1612 1-way Shear(+X) 13.241 psi 82.158 psi +1.20D+1.60L PASS 0.1612 1-way Shear(-X) 13.241 psi 82.158 psi +1.20D+1.60L PASS 0.1612 1-way Shear(+Z) 13.241 psi 82.158 psi +1.20D+1.60L PASS 0.1612 1-way Shear(-Z) 13.241 psi 82.158 psi +1.20D+1.60L PASS 0.3022 2-way Punching 49.653 psi 164.317 psi +1.20D+1.60L Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,D Only 1.50 n/a 0.0 0.4006 0.4006 n/a n/a 0.267 X-X,+D+L 1.50 n/a 0.0 1.401 1.401 n/a n/a 0.934 X-X,+D+0.750L 1.50 n/a 0.0 1.151 1.151 n/a n/a 0.767 X-X,+0.60D 1.50 n/a 0.0 0.2403 0.2403 n/a n/a 0.160 Z-Z,D Only 1.50 0.0 n/a n/a n/a 0.4006 0.4006 0.267 Z-Z,+D+L 1.50 0.0 n/a n/a n/a 1.401 1.401 0.934 Z-Z,+D+0.750L 1.50 0.0 n/a n/a n/a 1.151 1.151 0.767 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.2403 0.2403 0.160 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status Footing Has NO Sliding Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 in^2 in^2 k-ft X-X,+1.40D 0.4025 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.40D 0.4025 -Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D+1.60L 2.145 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D+1.60L 2.145 -Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D+L 1.470 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D+L 1.470 -Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.201) 0.3450 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+1.20D 0.3450 -Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+0.90D 0.2588 +Z Bottom 0.2592 AsMin 0.40 15.494 OK X-X,+0.90D 0.2588 -Z Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.40D 0.4025 -X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.40D 0.4025 +X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D+1.60L 2.145 -X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D+1.60L 2.145 +X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D+L 1.470 -X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D+L 1.470 +X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+1.20D 0.3450 -X Bottom 0.2592 AsMin 0.40 15.494 OK General Footing Project File:NY1631 Enercalc.ec6 LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 36"x36"x12" Footing Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface W2 inA2 inA2 k-ft Z-Z,+1.20D 0.3450 +X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+0.901) 0.2588 -X Bottom 0.2592 AsMin 0.40 15.494 OK Z-Z,+0.90D 0.2588 +X Bottom 0.2592 AsMin 0.40 15.494 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 2.49 psi 2.49 psi 2.49 psi 2.49 psi 2.49 psi 82.16 psi 0.03 OK +1.20D+1.60L 13.24 psi 13.24 psi 13.24 psi 13.24 psi 13.24 psi 82.16 psi 0.16 OK +1.20D+L 9.07 psi 9.07 psi 9.07 psi 9.07 psi 9.07 psi 82.16 psi 0.11 OK +1.20D 2.13 psi 2.13 psi 2.13 psi 2.13 psi 2.13 psi 82.16 psi 0.03 OK +0.90D 1.60 psi 1.60 psi 1.60 psi 1.60 psi 1.60 psi 82.16 psi 0.02 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phl*Vn Vu/Phi*Vn Status +1.401) 9.32 psi 164.32psi 0.0567 OK +1.20D+1.60L 49.65 psi 164.32psi 0.3022 OK +1.20D+L 34.03 psi 164.32psi 0.2071 OK +1.201) 7.99 psi 164.32psi 0.0486 OK +0.90D 5.99 psi 164.32psi 0.03645 OK Pole Footing Embedded in Soil Project File:NY1631 Enercalc.ec6 . LIC#:KW-06016543,Build:20.22.5.16 ZEYN UZMAN CONSULTANTS (c)ENERCALC INC 1983-2022 DESCRIPTION: 36" Post Footing Code References Calculations per IBC 2018 1807.3,CBC 2019,ASCE 7-16 Load Combinations Used:ASCE 7-16 General information Pole Footing Shape Circular Pole Footing Diameter......... 36.0 in Find Lateral Pressure for Given Depth No Lateral Restraint at Ground Surface Allow Passive................ 250.0 pcf Max Passive................. 1,500.0 psf Embedment Depth of Footing 4.0 ft Controlling Values Governing Load Combinatp Only q Lateral Load 0.0 k o Moment 0.0 k-ft NO Ground Surface Restraint Pressures at 1/3 Depth Actual 1.0 psf Soil Surface No lateral restraint Allowable 333.333 psf 0 Footing Base Area 7.069ft^2 Maximum Soil Pressure 0.4136 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (k Vertical Load (k) D:Dead Load k k/ft 0.60 k Lr:Roof Live k k/ft k L:Live k k/ft 1.70 k S:Snow k k/ft 1.40 k W:Wind k k/ft k E:Earthquake k k/ft k H:Lateral Earth k k/ft k Load distance above TOP of Load above ground surface ground surface 10.0 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Pressure at 1/3 Depth Soil Increase Load Combination n Loads-(k) Moments-(ft-k) Actual-(psf) Allow-(psf) Factor D Only 0.000 0.000 1.0 333.3 1.000 +D+L 0.000 0.000 1.0 333.3 1.000 +D+S 0.000 0.000 1.0 333.3 1.000 +D+0.750L 0.000 0.000 1.0 333.3 1.000 +D+0.750L+0.750S 0.000 0.000 1.0 333.3 1.000 +0.60D 0.000 0.060 1.0 333.3 1.000 Zeyn B. Uzman, PE, SE, PEng, F.NSPE 116 East King Street Phone: 217-652-6737 Malvern, PA 19355 Fax: 610-407-7085 Office Locations: Pennsylvania ~ Michigan April 15, 2023 Shale Miller Miller Designs 19 Prospect Street Warrensburg, New York 12885 Re: Portuese Residence Header Revision Dear Shale: As you requested, I have performed a complete review of the calculations for the Portuese residence. The only issue I found was the one that we discussed last week. The header in the exterior wall of the Family Room should be revised to a 3 ply 1.75x18 LVL from the originally specified 3 ply 1.75x11.25 LVL. All other framing is structurally adequate. If you have any questions, please feel free to contact me. Sincerely; Zeyn B. Uzman, PE, SE, PEng, F.NSPE FFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF.NN.N.N.N.N.NN.NNN.N.NN.NN.NNNN.N.NNNNN.NNNNNN.N.N.NNNNNNNNN.NNNNNNNNNNNNN..NN.NNSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPSSPSPSPPSPSPSPSPSPSPSPSPSPSPSPSPSPSSPPSSSSPSSPPPSSPSPSPSPSEEEEEEEEEEEEEEEEEEEEEEEEE Patten Property Management 20 Ridgewood Court Queensbury, NY 12804 518-796-4654 We, Thermal Associates, performed a blower door test at the project at 29 Lansburg Lane Queensbury, NY to determine the air changes per hour, for Patten Property Management, LLC. on June 6th, 2023. Testing procedure performed as per ASTM E779 The result of the test is: (1,450 CFM50 x 60 Minutes) / (43,379 cubic feet) = 2.005 ACH50 Test conditions were as follows: 62F outside air temperature 70F inside air temperature -0.8 PA baseline pressure -49.6-51.4 PA testing pressure N1102.4.3.1 Testing option. Building envelope tightness and insulation installation shall be considered acceptable when tested air leakage is less than seven air changes per hour (ACH) when tested with a blower door at a pressure of 33.5 psf (50 Pa) as verified using instruments and procedures specified in ASHRAE/ASTM E779. The test shall be conducted by a qualified person, who shall demonstrate competence to the satisfaction of the code enforcement official for the conduct of such tests. For the purpose of this section, ACH50 shall mean air changes per hour of infiltration into a house as measured with a blower door at 50 pascals of pressure, in accordance with ASHRAE/ASTM E779. Testing shall occur after rough in and after installation of penetrations of the building envelope, including penetrations for utilities, plumbing, electrical, ventilation and combustion appliances. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed; 2. Dampers shall be closed, but not sealed, including exhaust, intake, makeup air, back draft and flue dampers; 3. Interior doors shall be open; 4. Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling system(s) shall be turned off; 6. HVAC ducts shall not be sealed; and 7. Supply and return registers shall not be sealed. Adam DeVit Blower Door Tester Thermal Associates www.thermalassociates.com N07°0626"E 184.19" (tie line) p[ECiodE JUN 3 0 2023 TOWN OF QUEENSBURY BUILDING &CODES MAP REFERENCE: BASE MAP WORMAAON FROM A SURVEY 7i7LED ' MAP OF A FINAL SURVEY FOR IHOMAS GL & BEM a PORMESE' PREPARED BY DARRAH LAND SURVENK PLLC M17H DE LAIEST REVISION DATE OF 6-27--202.1 MAPREFEREMM 1. Map entitled "Topographic and BoundarySurveyMapfor Beth and Tom PonveseatBig BayRoad", prepared byAMSurveymg PLLC, dated January 6, 2019, filed m the Warren County Clerks Office on 7123119as map number D-26. DEEDREFERENCE 1. Conveyance to Beth G. Portuese, by deed dated Chober26, 2018, filed m the Warren County Clerks Office dated October31, 2018m deed Book 5841 Page 117. • W 1. Boundarymformation shown hereon was compiled from Map Refl. Field conditions updated from a field survey conducted on February19, 202Z Final Survey conducted on June 15, M23, Updatre+d'Survey conducted on June 26, 2023. 2 North orientation and beatmg base perMap Ref.1. 3. Wanen County tax patud 316. -1-3. 4. This survey does not constitute a record search by Danah Land Surveying, PLLC to detenrdne ownership or easements of recora! For aB information regarding easements, rights of way and title of record the surveyor relied on commitment no. EC-76t71'11313121. Pmpared by WesGror Lard Dtle Insurance Company, Effective DateJune 17, 202E 5. The location of underground improvements or encroachments, if any exist, or as shown hereon, are not Gera(ed. There may be other underground utilities, the e)vstence of which are unknown. Size and location of all underground utilities must be verified by Me appropriate authorities The Underground Facilities Protective Organization must be notified prior to conducting test borings, excavation and construction. 6. Reproduction or copymg of this document may be a violation of copyright law unless permission of the author and / or copyrightholderis obtained. 7. A copy of this document without a proper application of the surveyars embossed seal should be assumed to be an unauthorized copy. 8. Subject to Right of Way as set forth m Book 438 Page 458 and BookMWPageM 9. Subject to a Notice of Appmpriation as set forth m Book 409 Page 7 10. Subject to permanent easement for drainage to State of New ri - GA':` York as shown on Map entitled " Map of a Proposed Two Lot Subdivision made for Hilltop Construction" dated August 14, 26M, filed CbVber 31, 20016 in the Warren County Clerks Office as Plat B372. Dig Safely. New York ■ cLu e.rar. rou oq ■ man The a"ub" tram ■ cane.m Uwft Rnpwma ■ Respaot The Uadu ■Q�/W/O��WItb Caro ��aa WMM-79V2 TAX MAP # 316.9-1-3 & 27.2 CIRF i 1 I 1 1 i IN 1 1 ! r z: 1 Z PROPERTY LINE 185'f 1 rn ALONG HUDSONRIVER SHORE LINE 1 1 bi 10 FT LONG BY 5 FT WIDE BY 3 FT DEEP I STONE INFILTRATION TRENCH WITH 1 SC-310 STORMTECH INFILTRATOR v) CONNECTED TO FRONT ROOF GUTTER 0I 101, til LU _ / 1 �1 �1 1 n 1 1 Z PROP. INFILTRATION TRENCH ! O2 F `(W)X2FT(D)X112LF 1 rn 1 V J ! Q 1 1 1 Z ' 1 1 i EX. WOODEN STAIRS ' TO BE REPAIRED 1 I LANDSCAPED WALKWAY------.' 10 FT LONG BY 5 FT WIDE BY 3 FT DEEP STONE INFILTRATION TRENCH WITH 1 SC-310 STORMTECH INFILTRATOR CONNECTED TO FRONT ROOF GUTTER w z J O N � 1 160 p�,p E BLA TP DRIVE s / i OLD TAR ID. #316.9-1-4 323 M IPF U. `IPF TP-1 LL ' 11 .22' , �) � / E f l 1 PROP. 2500 GAL ll 35 FT SHORELINE BUFFER TO REMAIN UNDISTURBED 1 I Ill l I C* l ! TAI] 6.9 1-2 - i- -1 47.10' 0 M �I c LAN05 N/P "' JAME5 J. VAN DE WAL w "; KAT7ifR/NE P. VAN DE WAL t� BOOK 3664 PAGE 297 TAX ID. 3 / 6.5- / -5 NO WELL OBSERVED MUNICIPAL WATER SUPPLY IPF V IPF 16.01 INN. PROP. 6 - 60 LF ABSORPTION MAP NOTE: TRENCHES TAX MAP #316.9-1-2 AND v' TAX MAP #316.9-14 WAS ABSORBED BY TAX MAP #316.9-1-3 AND MADE AS ~' ONE LOT. (DEED b.5841 p.117) 10 FT LONG BY 5 FT WIDE BY 3 FT DEEP STONE INFILTRATION TRENCH WITH PROP. D - BOX 1 SC-310 STORMTECN INFILTRATOR CONNECTED TO FRONT ROOF GUTTER POLE NM 25 , 31. LANDS NI JAME5 W. PARR15H 10.0' L0I5 J. PARR15H MIN. BOOK 6,57 PAGE / O / ys I RESIDENCE rAXID. 3/6.5-1-1 ........ S i II Tfj WELL OBSERVED LAND5 NIF TI1OMA5 G. POKTUE5E BETH G. PORTUl=5E BOOK 5306 PAGE 299 TAX /D. 3 / 6.9- /-27.2 SITE PLAN SCALE. l --20' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) CONTRACTOR TO FIELD VERIFY LOCA77ONS AND DISTANCES 327 Ili �'li ji '�i Il li j I I Illj FILE COPY 12" DIA. CULVERT INLET PIPE TO BE EXTENDED WASTEWATER SYSTEM SETBACK REQUIREMENTS PROPERTY LINE HOUSE STREAM, LAKE, WATERCOURSE, WETLAND WELL SEPTIC TANK 10' 10' 50' 50' ABSORPTION FIELD 1 10' 1 20' 1 100' 1 100' STONE SLOPE PROTECTION ZONING REQUIREMENTS ZONE - WR (WATERFRONT RESIDENTIAL) MINIMUM LOT SIZE - 2-ACRE FRONT SETBACK - 30' SIDE SETBACKS - 25' (LOT WIDTH <150') REAR SETBACK - 30' SHORELINE - 50' LOT WIDTH - 150' ROAD FRONTAGE - 150' MAXIMUM BUILDING HEIGHT - 28' MINIMUM PERCENT PERMEABLE - 75% SITE SETBACKS REQUIRED FOR WR ZONE PROPOSED FRONT (WEST) SHORELINE 50' 72.66' REAR (EAST) 30' 31.00' SIDE (NORTH) 25' 111.22' SIDE (SOUTH) 25' 27.11' SITE LOCATION SITE DEVELOPMENT DATA PARCEL 316.9-1-3 SITE AREA: 0. 75AC (32,670 SF) EXISTING IMPERVIOUS COVERAGE CHANGE IN IMPERVIOUS COVERAGE PROPOSED IMPERVIOUS COVERAGE BUILDING & PORCHES 664 SF 2593 SF 3277 SF DRIVEWAY 2948 SF 629 SF 3577 SF SHED 110 SF 0 SE 110 SF PATIO, STAIRS, SIDEWALK 595 SF 618 SF 1213 SF TOTAL IMPERVIOUS 4337 SF 3840 SF 8177 SF PERCENT IMPERVIOUS 13.3 % 11.7 % 25.0 % PERMEABILITY 86.7 % 11.7 %) 75.0 % FLOOR AREA RATIO PARCEL AREA = 32,670 SF 22% ALLOWABLE F.A.R. ALLOWABLE FLOOR AREA = 7187.4 SF PROPOSED TOTAL FLOOR AREA FROM ARCHITECT = 5751 SF SITE SOILS DATA TEST PIT TP-1 - 0210112022 BY TOM CENTER, P.E. 0-40 - TOP SOIL 4-48" - LOAMY MEDIUM FINE SAND W/ GRAVEL 48 - 80"- MEDIUM FINE SAND NO NGROUNDWATER OR MOTTLING PROVIDE 24" VER77CAL SEPARA77ON 70 BOUNDARY COND17ION TEST PIT PT-1 - 0210112022 BY TOM CENTER, P.E. STABILIZED PERCOLATION RATE = 2 MINUTES 26 SECONDS MAP REFERENCE: BASE MAP INFORMATION FROM A SURVEY TITLED " TOPOGRAPHIC AND BOUNDARY SURVEY MAP FOR BETH AND TOM PORTUESE AT BIG BAY ROAD" PREPARED BY ABLE SURVEYING, PLLC WITH THE LATEST REVISION DATE OF 1-6-2019. Dig Safely. New/.York ■ Call Before You Dig ■ Wait The Required Time ■ Confirm Utility Response ■ Respect The Marks ■ Dig With Care 800-962■7962 www.digaafelynewyork.00m LOCATION MAP COF OOPS , SITE DEVELOPMENT DATA PARCEL 316.9-1-2Z2 SITE AREA: 1.01 AC (43,995.6 SF) EXISTING IMPERVIOUS COVERAGE CHANGE IN IMPERVIOUS COVERAGE PROPOSED IMPERVIOUS COVERAGE BUILDING 0 SF 0 SF 0 SF DRIVEWAY 1607 SF 393 SF 2000 SF TOTAL IMPERVIOUS 1607 SF 393 SF 2000 SF PERCENT IMPERVIOUS 3.7 % 0.9 % 4.6 % PERMEABILITY 96.3 % (0.9 %) 95.4 % AREA VARIANCE SUMMARY § 179-"50 - ROAD FRONTAGE - REQUIRED - 150 FT EXISTING - 0 FT - 100 % OF RELIEF REQUESTED WASTEWATER SYSTEM DESIGN 5-BEDROOM RESIDENCE DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 550 GPD SEPTIC TANK - PROPOSED 1,500 GALLON PRECAST CONCRETE LEACH FIELD - PIPE -IN -STONE ABSORPTION TRENCHES DESIGN PERCOLA77ON RATE = 1-5 MIN/IN APPLICA71ON RATE = 1.2 GPD/SF ABSORP7ION TRENCH AREA REQUIRED = 459 SF 2' WIDE ABSORP71ON TRENCH REQUIRED = 230 L.F. INSTALL 4 TRENCHES AT 60 LF. = 240 LF POTABLE WATER SUPPLY IS EXISTING MUNICIPAL WATER LINE AUG 0 T� 4 n 'i'y1 VV " a ?jC--c�.zoz2 TAX MAP # 316.9-1-3 & 27.2 INSTALL POLYETHYLENE EXTENSION TO GRADE Wi TH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) 114" PER FOOT MIN. SLOPE 4" HOUSE SEWER WATERTIGHT SLEEVE & SEAL (TYP.) 4" MIN. TOPSOIL 12" MAX 2" MIN. Q fill O� O� f- 3 4" TO 1 1/2" CRUSHED STONE SLOPE Q; INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON -TRAFFIC AREAS) 12" MiN. COVER a. e e e 3" Ir 1 16" LIQUID DEPTH 30" MIN. 60" MAX. LIQUID LEVEL MINIMUM 2X WIDTH MAXIMUM 4X WIDTH SUGGESTED: INSTALL POLYLOK PL122 FILTER SUCH THAT IT iS READILY REMOVABLE THROUGH TANK ACCESS COVER 4 1/8" PER FOOT MiN. SLOPE 4" EFFLUENT SEWER a 18" M. 4 PROPOSED 1,500 GAL. PRECAST CONCRETE SEPTIC TANK NATIVE SOILS SEPTIC TANK DETAIL SCALE: NTS 6' TYP. TRENCH SPACING 12" MiN. COVER DISTRIBUTION BOX BAFFLE USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR-35 SOLID HEADER TO ABSORPTION FIELD, 118" PER FOOT MIN SLOPE - 2" MIN. 2" MIN. DROP BETWEEN INVERTS SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED iN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUM SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. twounr i iv►11 I-11CLU OLt o 11VI V SCALE.• NTS 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED AND ESTABLISH TURF FILTER FABRIC MIRAF7 14ON OR EQUIVALENT `-4" PERFORATED PVC LATERAL, SLOPE 1/16" - 1/32" PER FT. ABSORPTION TRENCH PROFILE SCALE: NTS SYSTEM INSTALLATION NOTES CONSIRUC77ON SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE MY.S DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUG47ED TUBING IN SEPTIC TANK LEACH FIELDS. AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN 774E ABSORPTION TRENCHES. THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. THIS SYSTEM 1S DESIGNED FOR WATER CONSERVING FIXTURES AND 1S NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACU271 TYPE SPAS OR GARBAGE GRINDERS ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. SYSTEM MATERIAL SPECIFICATIONS ABSORPTION FIELD AGGREGATE STONE IS TO BE 3/4' TO 1-1/2" WASHED CRUSHED STONE. EFFLUENT FILTER EFFLUENT FILTER TO HAVE 1116-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. EFFLUENT SEWER PIPE PIPING TO BE 4' SDR-35 OR SCH-40 PVC INSTALL WIN 1/8" PER FOOT MINIMUM SLOPE. FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON -WOVEN SEPARATION FABRIC, 7ENCATE MIRAFI 14ON OR EQUIVALENT. HOUSE SEWER PIPE PIPING TO BE 4' SDR-35 OR SCHEDULE 40 PVC. INSTALL Wi7H 1/4' PER FOOT MINIMUM SLOPE. TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. END CAP 12' min. 50' min. Ll _ . ?A, 7. BEEI1 SEASONAL HIGH GROUNDWATER OR BEDROCK 4' MiN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD, SEED & ESTABLISH TURF BACKFILL FREE OF STONES OVER 3" 6" MIN. FILTER FABRIC MIRAFl 14ON _T OR EQUAL 2" MiN. 6" 2' TRENCH WIDTH OVERFILL TO ALLOW FOR SETTLEMENT 6-12" 12" MiN. 314" TO 1-1/2" �ASHED --� l-4" PERFORATED PVC LATERAL, CRUSHED STONE SLOPE 1/16" - 1/32" PER FT. ABSORPTION TRENCH SECTION b 10" min. CRUSHED STONE OVER c COMPACTED SUBGRADE AND FILTER FABRIC v • /t E Wi 900&.... o C.. o N a r r e C9 L . z r ... o o EXISTING GROUND W �¢ U o rj k , o cp, o CONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE NO. 4 STONE 2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. 3. THICKNESS: NOT LESS THAN loll. 4. WIDTH: 24' MINIMUM, BUT NOT LESS THAT THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 5. GEOTEXTiLE FABRIC: WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. 6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. 7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. CONSTRUCTION ENTRANCE DETAIL SCALE: NTS SCALE. NTS LA WN AREA FILTER FABRIC MIRAFl 14ON OR EQUAL STONE FILLED ►N110RATION BED WiTH 3/4"-3" WASHED CRUSHED STONE NATIVE SOILS STORM TECH 310 HEAVY DUTY CHAMBER QTY PER PLAN 10 MIL. POLY LINER SIDE SLOPES 2H:1V -� 36' FENCE POST, 10' oc MAX DRIVEN 16' MIN INTO GROUND SILT OR 01 8.0 FT MIN. SILT FENCE/HAYBALES OR 0774ER SUPPOR77NG HARDWARE (V �ME SLOPES, iF IXCAVA70, SHALL BE 2' HORIZONTAL To 1' cornea SECTION -A 81 x WIN x 2b CONCRETE WASHOUT AREA W17H IMPERMEABLE LINER \-SIGN M71Ft7NG SiTE AS CONCRETE WASHOUT AREA ELM CONCRETE TRUCK WASHOUT DETAIL NTS STANDARD SPECIFICATIONS FOR CONCREff TRUCK WASHOUT DEFINITION & SCOPE A TEMPORARY EXCAVATED OR ABOVE GROUND LINED CONSTRUCTED PIT WHERE • DISPOSE OF THE HARDENED MATERIAL OFF -SITE CONCRETE TRUCK MIXERS AND EQUIPMENT CAN BE WASHED AFTER THEIR LOADS HAVE BEEN DiSCIHARGED. IN A CONSIRUC710NIDEMOLITiON LANDFILL. PURPOSE ON -SITE DISPOSAL MAY BE ALLOWED IF THIS HAS TO PREVENT HIGHLY ALKALINE RUNOFF FROM ENTERING STORM DRAINAGE BEEN APPROVED AND ACCEPTED AS PART OF THE SYSTEMS OR LEACHING INTO SOIL. PROJECTS SWPPP. IN THAT CASE, THE MATERIAL CONDITION WHERE PRACTICE APPLIES SHOULD BE RECYCLED AS SPECIFIED, OR BURIED WASHOUT FACILITIES SHALL BE PROVIDED FOR EVERY PRO,,ECT WHERE CONCRETE AND COVERED WITH A MINIMUM OF 2 FEET OF WiLL BE POURED OR 07HERiMSE FORMED ON THE SITE THIS FACILITY WILL CLEAN COMPACTED EARTHFILL THAT IS RECEIVE HiGHLY ALKALINE WASH WATER FROM THE CLEANING OF CHUTES, MIXERS PERMANENTLY STABILIZED TO PREVENT EROSION. HOPPERS VIBRATORS PLACING EQUIPMENT, TROWELS AND SCREEDS UNDER NO . THE PLASTIC LINER SHALL BE REPLACED WITH CIRCUMSTANCES WILL WASH WATER FROM THESE OPERATIONS BE ALLOWED TO EACH CLEANING OF THE WASHOUT FACILITY. INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS DE57GN CRITERIA . INSPECT THE PROJECT SITE FREQUENTLY TO CAPACIj THE WASHOUT FACILITY SHOULD BE SIZED TO CONTAIN SOLIDS WASH ENSURE THAT NO CONCRETE DISCHARGES ARE WATER, AND RAINFALL AND SIZED TO ALLOW FOR THE EVAPORATION OF WASH TAKING PLACE iN NON-DESIGNA7ED AREAS WATER AND RAINFALL WASH WATER SHALL BE ESTIMATED AT 7 GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED, THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL. LOCH LOCATE THE FACILITY A MINIMUM OF 100 FEET AWAY FROM DRAINAGE SWALES, S70 RM DRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH A GRAVEL ACCESS ROAD SLOPED DOWN TO THE STRUCTURE SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEiR LOAD IS DISCHARGED. L NE' ALL WASHOUT FACiL177ES WILL BE LINED TO PREVENT LEACHING OF LIQUIDS INTO THE GROUND. THE LINER SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS, AND ANCHORED BEYOND THE TOP OF THE PIT WITH AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURTENANCE EXCEPT AT THE ACCESS POINT. IF PRE -FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS THEY SHALL BE SITED AS NOTED IN THE LOCATED CRITERIA. MAINTENANCE • ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACIL171ES SHALL BE DEAC77VATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS FILTER STRIP. • ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75.E OF THE STORAGE CAPACITY OF 774E STRUCTURE iS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE _.... _._....... . 12" MIN. _. COVER ,.W f lei - ...... WIDE BY 20 FT LONG STONE AREA Amh Town of Queensbury Community Development Office 1W Zoning Board of Appeals - Record of Resolution 742 Bay Road. Queensbury, NY 12804 Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761.8238 lb"M o((itrcensbury Town of Queensbury Plannin8 Board Area Variance Resolution To: Approve RESOLUTION - Grant Site Plan Approval Applicant Name: Tom & Beth Portuese SITE PLAN 28-2022 BETH PORTUESE Tax Map ID: 316.5-1-3 / Property Address: 28 Lansburg Lane / Zoning: WR File Number: AV 17-2022 Location: 28 Lansburg Lane Tax Map Number: 316.5-1-3 & 316.9-1-27.2 Applicant proposes to remove a home of 1,064 sq. ft.to construct a new home with an attached garage of ZBA Meeting Date: May 18, 2022 3,277 sq. ft. Also to be constructed is a patio of 1,219 sq. ft. A new floor area of 5,751 sq. ft. A new septic system will be installed. Site work for grading for the project and a new driveway to Big Bay Road over The Zoning Board of Appeals of the Town of Queensbury has received an application from Tom & Beth parcel 316.9-1-27.2. Lots are in separate ownership but related. Pursuant to chapter 179-4-030, 179-6-060, Portuese. Applicant proposes to remove a home of 1,064 sq ft and to construct a new home with a footprint of 1794-050, site plan for construction within 50 feet of 15% slopes shall be subject to Planning Board review 3,277sq ft sq. ft with a floor area of 5,751 sq ft. Also proposed is construction of a 1,219 sq ft patio. The project and approval. includes stormwater management, alteration of shared driveway and parking arrangement, grading, and erosion control. Site plan for new floor area in a CEA, hard surfacing within 50 ft. of the shoreline, new structure within Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter 179-9-080, the Planning 50 & of 15% slopes, and driveway greater than 10%. Relief requested for access from adjoining lot. Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; ReliefRequiredt As required by General Municipal Law Section 239-m the site plan application was referred to the Warren County Planning Department for its recommendation; The applicant requests relief for access from adjoining lot. The parcel size 0.75 ac (316.5-1-3) & 1.01 ac (316.9- The Planning Board made a recommendation to the Zoning Board of Appeals on 5117/2022; the ZBA 1-27.2) and the property zone is Waterfront Residential, WR. approved the variance on 5/18/2022; Section 179-4-050 Frontage The Planning Board opened a public hearing on the Site plan application on 5/26/2022 and continued the The applicant proposes a new home on parcel 316.5-1-3 then utilizing a driveway access on parcel 319.9-1-272 public hearing to 5/2612022, when it was closed, to get to Lansburg Lane; where parcels are required to have a minimum of 150 ft of road frontage and the applicant proposes zero. The Planning Board has reviewed the application materials submitted by the applicant and all comments made at the public hearing and submitted in writing through and including 5/26/2022; SEQR Type II - no further review required; The Planning Board determines that the application complies with the review considerations and standards A public hearing was advertised and held on Wednesday, May 18, 2022. set forth in Article 9 of the Zoning Ordinance for Site Plan approval, Upon review of the application materials, information supplied during the public hearing, and upon MOTION TO APPROVE SITE PLAN 28-2022 BETH PORTUESE; Introduced by Michael Dixon who consideration of the criteria specified in Section 179-14-080(A) of the Queensbury Town Code and Chapter 267 moved for its adoption. of NYS Town Law and after discussion and deliberation, we find as follows: According to the draft resolution prepared by Staff with the following: 1. There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties as it kind of blends into the existing area 1) Waivers requested granted: h signage n traffic, o. commercial alterations/ construction details, s. snow removal waivers requested are reasonable as these items are typically associated with commercial 2. Feasible alternatives are really limited, have been considered by the Board, are reasonable and have been projects; 2) The approval is valid for one (1) year from the date of approval. Applicant is responsible for requesting included to minimize the regrrest an extension of approval before the one (1) year time frame has expired; 3. The requested variance is not substantial. We're talking about a shared driveway. Page I of 2 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district Phone: 5i8.76i.8220 I Fax: 518.745,4437I742 Bay Road, Queensbury, NY 3.2804 1 www.queensbury.net 3) Adherence to the items outlined in the follow-up letter sent with this resolution. a) The limits ofclearing will constitute ano-cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff; 5. The alleged difficulty really is not self-created. They're just using the joint access to the property to the b) If applicable, the Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, approval, permitting and inspection; dwelling. c) If curb cuts are being added or changed a driveway permit is required. A building permit will trot be 6. In addition the Board finds that the benefit to the applicant from granting the regtt�ed variance would issued until the approved driveway permit has been provided to the Planning Office; d) If application was referred that Engineering sign -off required prior to signature of outweigh(approval) the resulting detriment to the health, safe and welfare of the neighborhood or (aPP ) im8 safety Bh plans; Zoning Administrator of the approved plans; a apprengioved community; e) Final approved plans should have dimensions and setbacks noted on the site pladsurvey, floor plans and elevation for the existing rooms and proposed rooms in the building and site improvements;- 7. The Board also finds that the variance request under consideration is the minimum necessary; i) if required, the applicant must submit a copy of the following to the Town: a. The project NO[ (Notice of Intent) for coverage under the current "NYSDEC SPDES General 8. The Board also proposes the following conditions: Permit from Construction Activity" prior to the stag of any site work a) Adherence to the items outlined in the follow-up letter sent with this resolution. 6. The project NOT (Notice of Termination) upon completion of the project c. The applicant must maintain on their project site, for review by staff: i. The approved final plans that have been stamped by the Town Zoning Administrator. BASED ON THE ABOVE FINDINGS- I MAKE A MOTION TO APPROVE AREA VARIANCE NO. 17- These plans must include the p project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared and approved; 2Q Introduced by Ronald Kuhl, who moved for its adoption, seconded by Michael McCabe: ii. The project NOI and proof of coverage under the current NYSDEC SPDES General Duly adopted this 18th Day of May 2022 by the following vote: Permit, or an individual SPDES permit issued for the project if required. g) Final approved plans, in compliance with the Site Plan, must be submitted to the Community AYES: Mr. Henkel, Mrs. Hamlin, Mr. Kuhl, Mr. Underwood, Mr. Urrico, Mr. McCabe Development Department before any further review by the Zoning Administrator or Building and Codes personnel; NOES: NONE h) The applicant most meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work; ABSENT: Mr. McDevitt i) Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; j) As -built plans to certify that the site plan is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy. k) This resolution is to be placed in its entirety on the final plans Motion seconded by Jackson LaSarso. Duly adopted this 261 day of May 2022 by the following vote: AYES: Mr. Longacker, Mr. Stark, Mr. Magowan, Mr. LaSarso, Mr. Deeb, Mr. Dixon, Mr. Traver NOES: NONE Page 2 of 2 Phone: 528,762.82201 Fax: 528745.4437I742 Bay Road, Queensbury, NY 22804 www.queensbury.net NTS Dig Safely. New/York ■ Call Before You Dig ■ Wait The Required Time ■ Confirm Utility Response ■ Respect The Marks ■ Dig With Care 800-962.7962 www.digsaWynewyark.com 2" BINDER COURSE ASPHALT 1" TOP COURSE ASPHALT GRANULAR SUBBASE COURSE NYSDOT SECTION 304 TYPE 2 OR 4 COMPACTED TO 957v STD. PROCTOR TAX MAP # 316.5-1-3 & 27.2 HOUSE ROOF INFILTRATION TRENCH SCALE: NTS STANDARD SPECIFICATIONS FOR SILT FENCE LANDS NIF JAME5 .l. VAN DE WAL KATHER/NE P. VAN DE WAL BOOK 3664 PAGE 297 TAX ID. 3 / 6.5- / -5 TAX MAP #316.9-14 WAS ABSORBED BY TAX MAP #316.9-1-3 AND MADE AS ONE LOT. (DEED b.5841 p.117) ERTY LINE 185't HUDSONRIVER FIORE LINE - EX WOODEN STAIRS TO BE REPAIRED ©C WOODEN STAIRS TO BE REMOVED LAND5 NIF JAME5 W. PARR/5H L0/5 J. PARR/5H BOOK 687 PAGE / 01 T"AX ID. 316.5- / -1 Y PERSPECTIVE SOIL BACKFILL i z i 0 N FLOW '0 SECTION FENCE POST SILT STOP EMBED IN GROUND 8" MIN. GROUND SEDIMENT CONTROL FENCE DETAIL N TS SLOPE LENGTH/FENCE LENGTH (FT.) SLOPE STANDARD REINFORCED SUPER <2% 300/1500 N/A N/A 2-10% 12511000 25012000 30012500 10-20% 1001750 15011000 20011000 20-33% 60/500 80/750 100/1000 33-50% 40/250 70/350 1001500 >50% 20/125 30/175 50/250 NORTH Disclaimer: AMERICAN The information presented herein is general design information only. For specific applications, GREEN consult an independent professional for further design guidance. 5401 St. Wendel - Cynthiana Rd. PH: SW772-2W Poseyville, IN 47633 www.tensarnagreenxinn Drawn on: 3-16.11 STABILIZATION • THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRAC77CABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14-DAYS. • STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON SLOPES OVER 1:5 OR SEEDING AND INSTALLING A CON71N000S COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKET IN ACCORDANCE WITH THE DETAILED EROSION CONTROL PLANS AND IN" ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. SLOPE INSTALLATION DETAIL 1. Prepare sal before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the slope by anchoring the RECPs in a B"(15cm) deep x 6"(15an) wide trench with approximately 12" (30cm) of RECPs extended beyond the up -slope portion of the trench. Anchor the RECPs with a row of stapies/stakes approximately 12" (30cm) apart in the bottom of the trench. Badchll and compact the trench after stapling. Apply seed to the compacted sal and fold the remaining 12"(30an) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row Of stapleslstakes spaced approximately 12"(30crn) apart across the width of the RECPs. 3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the sal surface. All RECPs must be securely fastened to sal surface by placing stapleststakes in appropriate locations as shown in the staple pattern guide. 4. The edges of parallel RECPs must be stapled with approximately 2" - 5" (5-12.5an) overlap depending on the RECPs type. 5. Consecutive REM spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5crm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire RECPs width. In loose soil conditions, the use of staple or stake lengths greater than 6"(15am) may be necessary to properly secure the RECP's. Dig Safely. New/.York ■ Call Before You Dig ■ Wait The Required Time N Confirm Utility Response N Respect The Marks ■ Dig With Care 800.962.7962 www.digeafolynewyark.com DEFINITION A TEMPORARY BARRIER OF GE07EX71LE FABRIC INSTALLED ON 114E CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS. PURPOSE TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD. APPLICATION - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE PLACED ON A SLOPE: 1:2 SLOPE (50%) 25 FT 1:3 SLOPE (33%) 50 FT 1:4 SLOPE (25%) 75 FT 1:5 SLOPE OR LESS 100 FT - MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 1/4 ACRE PER 100 FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET. - EROSION WILL OCCUR AS SHEET EROSION. - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. DESIGN CRITERIA - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10 FEET FROM THE TOE OF A SLOPE. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, 171E TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. FABRIC MATERIAL CRITERIA GRAB TENSILE STRENGTH : 90 LBS AS7M D1682 ELONGATION AT FAILURE: 50% ASTM 01682 CONSTRUCTION SPECIFICATIONS 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH NRE TIES OR STAPLES. POST SHALL BE STEEL E17HER "T• OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE W17H TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CL07H ADJOIN EACH 07HER 774EY SHALL BE OVER -LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI IOOX, STABILINKA T140N OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENWROFENCE OR APPROVED EQUIVALENT 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE EROSION & SEDIMENT CONTROL NOTES • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON 774E PLAN. • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. • TEMPORARY RAPID GROWTH COVER CROPS FOR THE SEDIMENT CONTROL AREAS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION DURING THE CONSTRUCTION PHASES, APPLY AT A RATE OF 35-LBS PER ACRE. • SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS AND BASINS WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY 5= • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 14-DAYS OF COMPLE77ON OF WORK IN THE AREA. ONLY AREAS WHICH ACTIVELY UNDER CONSTRUC77ON MAY REMAIN OPEN FOR MORE THAN 5 DAYS. ONCE CONSTRUCTION 1S COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 14-DAYS • FOR VEGETATED RETENTION AREAS, CUT SLOPES AND SLOPES FOR THE RETENTION BASINS, TOPSOIL AND INSTALL SEED MIXTURE AT A RATE OF 75-LBS PER ACRE, APPLY 10-10-10 STARTER FERTILIZER AND MULCH. • TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24-HOURS. • DURING FINAL SITE GRADING, REMOVE ALL ACCUMULATED SEDIMENT, SCARIFY SUBSOILS AND PERFORM SOIL RESTORATION TECHNIQUES OVER SPECIFIED AREAS. • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. • ANY AREA OF REVEGETA77ON MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF THE VEGETA71ON THROUGHOUT THE YEAR FOLLOWING REVEGETATTON. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. • THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. • FOR CONSTRUCTION ACTIVITIES INVOLVED WITH ONGOING LAND DISTURBANCES AND EXPOSURE BETWEEN NOVEMBER 15TH AND APRIL 1ST, WINTER STABILIZATION MEASURES ARE TO BE IMPLEMENTED, IN ACCORDANCE WITH PAGE Z38 OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). TAX MAP # 316.9-1-3& 27.2 MAP REFERENCE: BASE MAP INFORMA71ON FROM A SURVEY TIRED " TOPOGRAPHIC AND BOUNDARY SURVEY MAP FOR BETH AND TOM POR77JESE AT BIG BAY ROAD" PREPARED BY ABLE SURVEYING, PLLC WITH THE LATEST REVISION DATE OF 1-6-2019. i 1 i N ' IPF 5' Dock-,, �- -7 Wooden 6.341 N 76004'04 g BLACKTOP o Z, Steps VE 1 1 Dock ,�j' Walkway ' 1 1 1 1 0 1 ' 1 Area 0.7f z rn 1 1 1 ' 1 1 1 N0700626"Ek I ' 1 184.19' (tie line) 1 i OALONG HUDSUDSON RIVER (n SHORE LINE. vQJ ' 1 1 i ! Sao ' i a i ' 1 I i i N8/-0836" [IV i I�PF 4710' l ! METAL j POST W ! O 0 / 0' p % N �z� Ow ! ! J ! ! 1. Thomas G. Portuese and Beth G. Portuese 2. Glens Falls National Bank and Trust Company, its successors and/or assigns, as their interest may appear 3. Westcor Land Title Insurance Company `e.• 611612023 JRVE,YOR'S EMBOSSED F,S OF THE SURVEYOR'S Roof Overhang Septic Tank Buried Propane Cpnk Q A/C Unit LANDS N/P CHR15TOPt1ER Tt10MA5 * ANNE EVANS BOOK 6206 PAGE l TAX/D.3/6.5-1-5 Z73±over Shed IPF ti v 3Z f__ - Elec. I Meter i 450, I '`ispha/t D w �ve Stone Retaining 2 g,f Wall ' 87 00836" WV 13231' POLE NM 25 V LANDS N/P RES/DENCE DAMES W. PARRIStl LOTS J. PARR15H t1C!!(j BOOK 667 PAGE l 0 / TAX/D.2/6.5-1-1 t�v W / PAVED DRIVEWAY / -----�fryrrCirri�1r� / Shed GARAGE / IPF391 to / O ° Line ti o � / � ' '9spha/t Or�Ve eme POLE NM 26 1 �__ k 6j389�� 3d� Cuiv"'t 1 LANDS N/P THOMAS G. PORTUESE Zz Co BETH G. PORTUESE ' I'll Monc. BOOK 5306 PAGE 299 TAX/D.3/6.9-1-27.2 / am / 0 30 60 90 / / KRISTIN M. DARRAH DATE I REVISIONS RECORD/DESCRIPTION NYS LS# 050803 106/27/231 1 1 additional improvement location Guard Rail DRAFTER I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 RJT SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. © 2022 Darrah Land Surveying, PLLC APPROVED. KMD DRAFTED: RJT CHECKED: KMD PROJ. NO: 21266 SCALE: 1'=30' DATE: 611612023 / / / / SITFLOCATIONMAP MAPREFERENCE.• 1. Map entitled "Topographic and Boundary Survey Map for Beth and Tom Portuese at Big Bay Road"' prepared by ABL Surveying, PLLC, dated January 61 20191 filed in the Warren County Clerks Office on 7123119 as map number D 26. DEED REFERENCE: 1. Con veyence to Beth G. Portuese, by deed dated October26, 2018, filed in the Warren County Clerk's Office dated October31, 2018in deed Book 5841 Page 117 MAPNOTES 1. Boundary information sho wn hereon was compiled from Map Ref 1. Field conditions updated from a field survey conducted oil February 15, 2022, Final Survey conducted on June 15, 2023, Updated Survey conducted on June 26, 2023. 2. North orientation and bearing base per Map Ref. 1. 3. Warren County tax parcel 316.5--1-3. 4. This survey does not constitute a record search by Darrah Land Surveying, PLLC to determine ownership or easements of record For all information regarding easements, rights of way and title of record the surveyor relied on commitment no. EC-76001313121. Prepared by Westcor Land Title Insurance Company, Effective DateJune 17,, 2022. 5. The location of underground improvements or encroachments, if any exist, or as shown hereon, are not certified There may be other underground utilities, the existence of which are unknown. Size and location of all underground utilities must be verified by the appropriate authorities. The Underground Facilities Protective Organization must be notified prior to conducting test borings, excavation and construction. 6. Reproduction or copying of this document may be a violation of copyright law unless permission of the author and / or copyright holder is obtained 7 A copy of this document without a proper application of the surveyors embossed seal should be assumed to be an unauthorized copy. 8. Subject to Right of Way as set forth in Book 438 Page 458 and Book 5889 Page 36. 9. Subject to a Notice of Appropriation as set forth in Book 400 Page 7. 10. Subject to permanent easement for drainage to State of New York as shown on Map entitled "Map of Proposed Two Lot Subdivision made for Hilltop Construction" dated August 141 20061 filed October 311 2006 in the Warren County Clerk's Office as Plat,6 372, Map of a Final survey Lands Now or Formerly of Thomas G. & Beth G. Portuese TOWN OF QUEENSBURY t WARREN COUNTY, NEW YORK Darrah Land surveying, PLL C 59Lake Avenue, Lake Luzerne, New York 12846 Voice: (518) 798-4692 or (518) 654-9416 21266 4R SHEET- 1 OF 1 PROJNO.• 21266