Loading...
HomeMy WebLinkAbout50037-Z �o�S�FFOI�-�o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT co a TOWN CLERK'S OFFICE oy • �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED-PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50037 Date: 11/17/2023 Permission is hereby granted to: Theoharakis, Ourania c/o Sophia Tsaltas VY 48-43 212th St Ba side, NY 11364 To: Demolish (as per Southold Town finitions) and construct a second story single-family dwelling to include an HVAC system as applied for. At premises located at: 865 Stars Rd, East Marion SCTM #473889 Sec/Block/Lot# 31.-3-5 Pursuant to application dated 10/30/2023 and approved by the Building Inspector. To expire on 5/18/2025. Fees: DEMOLITION $436.80 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,001.00 CO-RESIDENTIAL $100.00 Total: $2,537.80 U Building Inspector MELD INSPECTION REPORT DATE COMMENTS •o FOUNDATION (1ST) — a --------------------------------- FOUNDATION (2ND) A z (�O V` ROUGH FRAMING& y PLUMBING W 1 m � INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 2 a537. gla lb p o z IkA. m -- G z x d r� ro y o� fFuc,t� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 N• r2. Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownny_gov_ Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only l r1 LD�5 00 3 U0 CT 2 7 2023 PERMIT NO. Building Inspector: Applications and forms must be fllied out in their entirety:_IncompletegJj �y0 DEIi�T. applications;will not,beaccepted Where the Appbcant is not the owner.,an j. 'l' ,10 a r fir w Owner's Auihonza#ion form(Page 2)shall be completed x = f Date:10/23/2023 i Name:SOPH IA TSALTAS scTM#s000-31-03-5 Project Address:865 STARS ROAD, EAST MARION, NY 11939 Phone#:917-748-0526 Email:SOP HIA0970@GMAIL COM Mailing Address:4843 212TH ST. BAYSIDE, NY 11364 CONTACT PERSON ~ Name:FOTIOS TSALTAS Mailing Address:4843212TH ST. BAYSIDE, NY 11364 Phone#,;c �4 4 46+ Email: FRANKT URAPLG.COM e _ DESIGN PROFESSIONALINFORMATION Name robert Higgins Mailing Address:50 hidden acres path,_ Wading river, NY 11792 Phone#.631-208 3351 Email:rarchibob aol.com CONTRACTOR INFORMATION Name:MARIO TROCCHIA Mailing Address:52 COLUMBINE AVE, ISLIP, NY 11751 Phone#:516 318-6342 Email:MARIOTROCCHIA GMAIL.COM DESCRIPTIONvOF PROPOSED CONSTR.01 UCTION k []New Structure RAddition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $249,308.65 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ©No i 1 4 PROPERTY INFORMATION Existing use of property: RENOVATION Intended use of property: RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):SOPH IA TSALTAS ❑Authorized Agent 8OWner Signature of Applica t�— r �--1 \ S `�����'� Date: 2-1 23 STATE OF NEW YORK) SS: COUNTY OF /� aft ) S,=- ev,� 01 TSc:l'- `��S being duly sworn,deposes and says that(s)he is the applicant. (Name o individual signing contract)above named, (S)he is the vJ y"N (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,20,E Notary Public XIAOSHUAI LIU PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE NEWYORK Registration No.01 L16I6427438 (Where the applicant is not the owner) Qualified in Queens County Commission Expires December 27,20_ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 A,4 DATE ESTIMATE 10-16-23 :ANDRIVO CONTRACTING BUILDING THE FUTURE,RESTORING THE PAST WEBSITE.AAIDRINOCONTAACTING.COM EMAIL:ANDRINOCONTRACTING@GMAIL.COM TEL:917-681-0877 ADDRESS.40-41189-ST,FLUSHING NY,11358 LICENSED&INSURED BILL TO: SOPHIA TSALTAS PROJECT: 865 STARS RD,EAST MARION WORK SCOPE DESCRIPTION TOTAL We're hereby submitting proposal for the 2-d floor addition at the above address, as per approved plans. We will supply and install all necessary framing,floors, new roof windows etc.for the new addition in order to meet local codes and regulations. Set Price$201,354.00 X X ANDRINO CONTRACTING LLC SOPHIA TSALTAS Thank you for your business! A%Mar'4REALTOR/Fwd:CMA-865 Stars Road https://mail.aol.com/d/search/keyword=subject%253A%2522REA... REALTOR/ Fwd: CMA - 865 Stars. Road From: sophia tsaltas (sophia0970@gmaii.com) To: RarchiBob@aol.com Date: Monday, October 16, 2023 at 08:02 PM EDT Begin forwarded message: From: sophia tsaltas <sophia0970@gmail.com> Date: 24 September 2023 at 7:21:05 pm GMT4 To: Frank# Tsaltas <frankt@aurapig.com> Subject: Fwd: CMA-865 Stars Road Begin forwarded message: From: Dylan Bugallo<dylanbugallo@kw.com> Date: 24 September 2023 at 7:19:06 pm GMT4 To: sophia0970@gmaii.com 1 Subject: CMA-865 Stars Road Good Afternoon Sophia! I have,attached below the Comparative Market Analysis for your property. With the two comparables, you can see that one home listed at 565,000 expired and another home in the area sold for $520,000. It was in a similar condition, but the interest rates have risen since then. My estimated value for your property in this market is $500,000. Please let me know if you have any questions, and its my pleasure to help you! J 1 of 2 10/22/2023,3:10 PM AOL My -REALTOR/Fwd: CMA-865 Stars Road https://mail.aol.com/d/search/keyword=subject%253A%2522REA... =;e Dylan Bugallo Licensed RE Salesperson Direct: 718.869.9836 dylanbugallo @ kw-com 2023 YPN "Top 20 Under 40" Real Estate Professionals kWLANDMARK KELLERWILLIAMS REALTY MLSLI CMA(2).pdf 582kB of 2 10/22/2023,3:10 PM AM TLUVOIN&INCH 32?5 STTINWAY ST. STE#202 H 'PY'b�b$GI ASTMA NY iiin �t�-62roftgoo CN51bN101" -Date -proposal# SOT+EIA TSALTAS 1565 STARS'RV 10/1q/2023I F BAST MAfi MON,NY 11gsq Lom lo% UK STARSW EAST WyiRION,NY Powipiion Qty T&W *"*5(6 STARS-2-P E.}ST MARION, N411R3cl We are hereby si*mittivi9 a proposal,for the 2vid floor bathroom additiovi at the above-tme itiohed address.We will scnpply avid install stavidard p1cnmHvi9 fx+ares as per approved drowimos.We will smpply avid ivistall a separate hea+ivig tome for the 2vid floor additiovi from+he exis+imc boiler,with it's owvi circNla+or avid it's ow+hervviostat. All labor avid match As will be dovie ivi a workmavilike vviavivier avid work will be 9Uaraviteed for a period of ovie year for the total avvw t of$2(v,013.DD+Tax. ACCE'PTEP 13V SOP{4I-A TSALT{i5 2(v,D13•DDT -Proposed by flrnra-FltwhWoo Ivic, J Salts Tax C&B75010) #2,306.45 -is per 5ivevi plavis&specifica+iovis T0�'AI �26,321.65 Generated by REScheck-Web Software Compliance Certificate Project 856 Stars Rd Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,307 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: v Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 865 stars rd Frank tsaltas robert Higgins Architect east marion, NY 865 stars rd 50 hidden acres path east marion, NY Wading river, ny 11792 sophia0970@gmail.com Compliance: Passes using UA trade-off Compliance: 3.5%Better Than Code Maximum UA: 426 Your UA: 421 Maximum SHGC: 0.40 Your SHGC: 0.30 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the.minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Cathedral Ceiling 1,584 30.0 0.0 0.034 0.026 54 41 Wall:Wood Frame, 16"o.c. 2,895 21.0 0.0 0.057 0.060 132 139 Door 1: Solid Door(under 50%glazing) 60 0.200 0.320 12 19 Door: Glass Door(over 50%glazing) 109 0.300 0.320 33 35 SHGC: 0.30 Window:Wood Frame 410 0.300 0.320 123 131 SHGC: 0.30 Floor:All-Wood joist/Truss 1,306 21.0 M 0.044 0.047 57 61 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC-requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Robert Higgins Architect 11/15/2023 Name-Title Signature U Date Project Title: 856 Stars Rd Report date: 11/15/23 Data filename: Page 1 of 9 CREScheck. Software Version : REScheck-Web NJ/ Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software. Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is.being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified #. Pre-inspection/Plan-Review m Value Value Coplies? Comments/Assumptions Req.ID 103.1, ;Construction drawings and []CompliesRequirement.will be met. 103.2 "documentation demonstrate ❑Does Not [PR111 ;energy code compliance for the 0 ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable ;construction documents. 103.1, :Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3]1 1 ;lighting and mechanical systems. ❑Not Observable © (Systems serving multiple ❑Not Applicable jdwelling_units must demonstrate ;compliance with the IECC (Commercial Provisions. I 302.1, }Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 5sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 5on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ' Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(.Tier 2) 3 Low Impact(Tier 3) Project Title: 856 Stars Rd Report date: 11/15/23 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ,A protective covering is installed to ;❑Complies :Requirement will be met. [F011]2 M1 protect exposed exterior insulation :❑Does Not v Viand extends a minimum of 6 in. below ❑Not Observable; grade. :❑Not Applicable a 403.9 Snow-and ice-melting system controls;❑Complies Requirement will be met. [FO12]2 1 installed. ;❑Does Not V ;❑Not Observable:' \ ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)� 3 J,Low Impact(Tier 3) Project Title: 856 Stars Rd Report date: 11/15/23 Data filename: Page 3 of 9 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies. Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ; ❑Does Not ;table for values. [FRl]1 ;❑Not Observable ;❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not I table for values. 402.3.3,402.5 ;❑Not Observable ' (FR2]1 ;❑Not Applicable CO) i i ; ; 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance []Does Not :with the NFRC test procedure or :taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not U I instructions. ❑Not Observable , ❑Not Applicable 402.4.3 I Fenestration that is not site built []Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not U 1AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable ;400 that do not exceed code []Not Applicable ;limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable ' R-6 where< 3 inches.Supply and return ducts in other portions of []Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ; ,for<3 inches in diameter. 403.3.2 :Ducts,air handlers and filter ❑Complies :Requirement will be met. [FR13]1 ;boxes are sealed with ❑Does Not ;joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code,as ❑Not Applicable ; applicable. 403.3.5 {Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 1ducts or plenums. ❑Does Not �J ❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- R- I❑Complies Requirement will be met. [FR17]2 i above 105°F or chilled fluids ; :❑Does Not U below 55°F are insulated to>_R- ;❑Not Observable 3. ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 'piping. ❑Does Not l� ❑Not Observable ❑Not Applicable 403.5.3 a Hot water pipes are insulated to ; R- ; R- ;❑Complies :Requirement will be met., [FR18]2 }>_R-3. ;❑Does Not v ` {❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium.Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 856 Stars Rd Report date: 11/15/23 Data filename: Page 4 of 9 Section Plans-Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. EFR1912 's installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 856 Stars Rd Report date: 11/15/23 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, :Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope,Assemblies 402.2.6 ;❑ Wood ',❑ Wood :❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel :❑Not Observable U ; ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies !Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable ; 1framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall i.nsulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/z of the j❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ;❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation u ;requirement applies(FR10). ;❑ Steel ❑ Steel i❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1-3'1 Low Impact(Tier 3) Project Title: 856 Stars Rd Report date: 11/15/23 . Data filename: Page 6 of 9 section Plans.Verified Field Verified # - Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value, ; R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.2, ; ❑ Steel ;❑ Steel 402.2.E ;[]Not Observable ; [Fill' ; �❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable j ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies :Requirement will be met. [FI311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and !❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 :,Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 :determine air leakage with ft2 ft2 j❑Does Not ;either: Rough-in test:Total ;leakage measured with a :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ; enclosure if installed at time of ;test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in :❑Not Observable tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [F124]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [Fig]2 installed for control of primary ❑Does Not j heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. ❑Not Applicable 403.1.2 'Heat pump thermostat installed ❑Complies !Requirement will be met. [Fl10]2 aon heat pumps. ❑Does Not i ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies ;Requirement will be met. [Fl11]2 {systems have automatic or ❑Does Not (accessible manual controls. j ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 856 Stars Rd Report date: 11/15/23 Data filename: Page 7 of 9 Section Plans Verified' Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions ,& Req.ID 403.6.1 -All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. [FI26]2 Ithrough one-or two-pipe heating ❑Does Not ;systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable ,temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met: [FI28]2 have a circulation pump.The ❑Does Not 5system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are s not present.Controls for ; s circulating hot water system pumps start the pump with signal ,for hot water demand within the 5occupancy. Controls 5 automatically turn off the pump ;when water is in circulation loop i is at set-point temperature and ; 'no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies ;Requirement will be met. [FI29]2 s comply with IEEE 515.1 or UL ❑Does Not 5515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ;desired water temperature in the piping. 403.5.2 S Demand recirculation water ❑Complies ;Requirement will be met. [F130]2 systems have controls that ❑Does Not 5 manage operation of the pump and limit the temperature of the ❑Not Observable ; water entering the cold water ❑Not Applicable piping to<= 104°F. r 403.5.4 ;Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]2 Jested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable , recovery units.<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- aside pressure loss of drain water heat recovery units< 2 psi for individual units connected to t ]three or more showers. 404.1 ;90%or more of permanent ❑Complies :Requirement will be met. [FI6]1 (fixtures have high efficacy lamps. ❑Does Not ❑Not Observable I ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not :A ❑Not Observable ; ❑Not Applicable 401.3 'Compliance certificate posted. ❑Complies [Fl-, ❑Does Not ❑Not Observable ' } []Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: 856 Stars Rd Report date: 11/15/23 Data filename: Page 8 of 9 Section Plans Verified Field Verified # -. Final Inspection Provisions Value. Value Complies? Comments/Assumptions & Req.ID 303.3 }Manufacturer manuals for ❑Complies ;Requirement will be met. [FI1813 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i ` 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 856 Stars Rd Report date: 11/15/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 1 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments NOV 1 5 20 3 Building Depart ent Town of South Id N O O 12 12 zDo B O o'er _PLATE 57A Olh 3S AM IET,L-OF F O O F ! V W J 0 J Z cQ p ILL❑C GUTTERS SLEADERS 0 Q�/���� AS REQUIRED TOP LO OFSUBFOR Q to @ TYPICAL TOPOFFLATE Z W 0 aQ � Q �a 4 p <Ln q Q F.-DOCn c o WOOD STEPS AND LANDING TOGRADE HANDRAILA GUARORAllA5 REQUIRED BY CODE -_ _ TCP OF SUBFLOOR E.m _ TOP OF FOUNDATION as %ISTING GRADE 2P H., 49'-2" 1 I 14 1 a 5-` mE o m o 2 fl ' m g 5c ?_,`o typ.setback line m leg og H—Hi{ - -,. 1 1 60'-6" 2-2fl ss3 g 1 1 1 1 906a� gmfla I'---- --------------------------'L----------_--------� __ —TOP OF FOOTING. 2c= m8e'e6 Tic9a> soya AS° 2 n�m a=EE 2,3 g doe"' ¢E35-�ou RIGHT ELEVATION SCALE:3/16"= V-0n OP OF ROOF sr GUTTERS 6 LEADERS LU STANDING SEAM METAL ROOF:BLACK AS REQUIRED ]�5,P' Cl/v BLACK WITH SMOOTH BOFFIT TYP— o Y F ? TOP OF PLATE `F1-f N 12 WGO LU Q< Q n SMOOTH TAG VERTILALSIDWG I D �1t m ;� Q U W� O O_ N FLUSl1--� Q3 TOP OF SUBFLOOR RAKE -.— _.—__.- F TOP OF PLATE FlX GL _ _ _TOP OF PLATE 4e Z11111 ANDNGD WINDOWSAND SLIDING DOORS dOD SERIES CASEMENT - O BIAp(FRAME 4 c b COO METOP OF SUBFlOOR II�� p. /�/ -7/� /B/ -- _ _ -TOP OF FOUNDATION U E EXISTING GRADE W d z U FF..IQz o 36'-10" 1 m typ.setback line I I ' m 3T-2" 772 I I I REOAF} -_ -_- -_-- - _TOP - -- SKY PLANE OF LOT FRONT ELEVATION THE SKY PLANE IS FORMED BY IMAGINARY LINES STARTING ATALL PROPERTY LINES PARALLEL OR ADJACENTTO THE BUILDING OR STRUCTURE AT 10 FEETABOVE THE AVERAGE ELEVATION 190) OQ� SCALE: 3/16"= V-0" OF THE NATURAL GRADE(PRIOR TO ANY GRADE ALTERATION OR FILL)AND EXTENDING INWARD FOF TOWARD THE CENTER OF THE LOTATA45"ANGLE. ' 11 _-_-_-_-TOP OF ROOF N 0 Z o �a� 1z 12 F Go yd B� QB Z Z n 0 O� NC ALE HI G Q QQ TOP OF PLATE > G I" Z QU � UW� Z Q ST DIG E ME F 001m W�� Z 0<0 z < Q �it GUTTERS 6 LEADERS TOP OF SUBFLOOR I.I.1 O AS REQUIRED — TYPICAL - TOP OF PLATE Ix O Ix(n O ~ << <Ina c ED a Q �cco( 0 0 a _ TOP OF SUBFLOOR g _ OP OF FOUNDATION m �' eor �3m�z �m3�n3 i I ............ a`e e o o e m g5e �`a re i 1 I I I O � C O$ 8'm9e� 60'-6" I I EMERGENCYESCAPE 1 1 1 AND RESCUE 1 typ.setback line WINDOW MATH WELL FOOTNGTOOFtyp.setback line 2. p `R'gm E� 'SAC LEFT ELEVATION 3 E3-8P EmEo=oi; SCALE: 3/16"= 1'-0" TOP OF ROOF STANDING SEAM METALROOF:BIAC B NO M AL O sl. TIP FASCIA:BLACK WITH SMOG OFFTT - !� GITITERS 6 LEADERS F W Z AS REQUIRED S SMOOTH TSG VERTI ING TYPICAL a ❑ OF PLATE o Y W N CO O iF 1] 1] �j ❑ Z Lu Q Q D — m Lu N W ANDERSENWINDOWSAND 0 1" Q SLIDING DOORS B O K z 0 ]p _- _TOP OF SUBFLOOR TOP OF PLATE 1�1 V O O ❑ BI, C �H a x o TOP OF SUBFLOOR F � �� TOP OF FOUNDATION FI+ -4 W U �z o 3T-2' I I 1 I I 1 1 I I I I I I t Q Lrl 1I-�I--I1 j 36'-10" typ.setback lineU,./ t I I I 1 typ.setback line O x i N _- _TOP OF FOOTING ERED O pfa�BT!�O,�f REAR ELEVATION i SKY PLANE OF LOT SCALE: 3/16"= 1'-O" THE SKY PLANE IS FORMED BY IMAGINARY LINES STARTING ATALL PROPERTY LINES PARALLEL V OR ADJACENT TO THE BUILDING OR STRUCTURE AT 10 FEET ABOVE THE AVERAGE ELEVATION OF THE NATURAL GRADE(PRIOR TO ANY GRADE ALTERATION OR FILL)AND EXTENDING INWARDNEWyO _ 11 TOWARD THE CENTER OF THE LOT AT A 45"ANGLE. i 'Road N 10 58' 30"W 134 .01 ' APPROVED AS NOTED _ DATE• >>r. 3 B.P.# O r7 a,53�. b St COMPLY WITH ALL CODES OF .. " - NEW YOLK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT 11S R"C.10yIRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE TD'.` I FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED t7JI.0TO:'r+PLRtu7MG BOARD FOR POURED CONCRETE S ,1tIf OTC"�S TRUSTEES ROUGH-FRAMING&PLUMBING rzYS.DEC INSULATION StHOLD t C'C FINAL-CONSTRUCTION MUST SCI 8E COMPLETE FOR CA CD ALL CONSTRUCTION SHALL MEET THE . . N `v REQUIREMENTS OF THE CODES OF NEW O >- O - YORK STATE. NOT RESPONSIBLE FOR z o0 L0 - DESIGN OR CONSTRUCTION ERRORS z Z ti am- Cfl I TrzU�SfLACAr,0-'- O O r d LO Must provide Manuals < Q � C.0 DoI and Sasper > 22 NY'S Energy Code � p CID Blo��rer door z w w =; ;n�dO�l PLUVRIBER CERTIFICATION BEFORE and duetivorl z F Q �� ON LEAD CONTENTtesting;required. 0 � js, C� CERTIFICATE OF OCCUPANCY ww ,Q Per , I�j W46 SOLDER USED 1Tl 1�"IA'fER SUPPLY SYSTEM" CAr,NOT 21't 0 OF 1% LEAD- Ind Ind EMCEED O W o lAust pro`qde Manuals I. Q < Q D,J and S as per Q Q CL NYS Energy Code p � � p O PLUMBING Q co ALL PLUMBING WASTE &WATER W17'S NEED N TESTI!:G BEFORE COVERING I � I _y man O O �, N� RETAIN STORM WATER RUNOFF a o PURSUANT TO CHAPTER23fi E ` _ ` a` °' .__ w �b o� "%' OF THE TOWN CODE �_ U 42' 0" y o� cza 0 � � � � ME A C C G7 = �0002 C O a U N N — a°iL y o O .! L c�3 a 3 -0"' C N U «J _ _' V p-Lam' C CO 0— I A , I a= cam Oo ua O GE N U C n. V 2 - Z y f0 U N' C U C $w � to 'c� Q L m c Z 0 O �-' U (=A (9 O' m E O-C O a 0 - O ■ 07 O co cl I _ I _ O r , ` N O - - 37' 2" W t .. N O 1JJ N 361 10" N ° cl; z - ■ " (A a m o W w U) J a � 60'_0" o I I � PLOT PLAN 00 ` ; 1 /8" = 1 1_011 r/1 LO W � � �1- I a SURVEY INFORMATION TAKEN FROM _Ie4 Ucn o SURVEY PREPARED BY YOUNG z ASSOCIATES DATED MAY 9 2023 04 W •� m ,.a o S.C.T.M. 1000 31 03 5ED Ar , oil PLOT 1 TF0F���� S 10 1712011 E 134 . 00' S TARS ROAD u �.,.._�.� PLAN 1 GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS In combustible construction where there is usable space both above and below the concealed space FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12,2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling Is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP 2020 Building Code of New York State;Plumbing code;Fire code;Mechanical code; g p g' g DESCRIPTION SPACING AND Fuel gas code;Existing building code;Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. Bathtub (With Or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION ALL CODES shall supercede the drawings and shall be incorporated Into the drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stalr 30 10 ITEM ROOF FRAMING until the first floor framing is in place or brace the foundation Bidet 1-14 Alterations&Renovations:shall conform with Appendix J Balconies exterior and decks 4-8d BOX (2-112^)OR Additions pP Clothes washer standpipe 2 (exterior) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 16. Double joists under parallel partitions and under whirlpool tubs. 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. Dishwasher on separate trap) - 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d Box (2-112')OR Floor drain 2 3-8d COMMON EACH JOIST,TOE NAIL 3. The contractor prior to the start of construction shall verify all Guards and Handrails per 1607,8,1.1 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR dimensions,existingor new and be responsible for field fit. 17. Metal flashing shall be installed were concrete abuts wood, 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-112") FACE NAIL P Kitchen sink (one or two traps, with or and were decks abut house framing. Guard In-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL shall be installed in accordance under latest State approved Building Codes. 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One or more Compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d Box (3°) OR All systems are to be designed,Installed,&specified by the general contractors; HVAC, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER electrical or plumbing sub-contractors. LavatoryRooms other than sleeping rooms 40 10 P 9 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Electrical certificates are to be provided the electrical contractor. floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE )5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity ra s the floor area being ventilated. Refer to Residential Code section R303 showerheads and body sprays)y s OF EACH RAFTER OR TRUSS of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum.It shall Flow rate: Stairs 40 20 4-16d OR be the responsibility of the general contractor to verify the depth of all existing footings 20. All window and door headers to be 2-2X10 unless noted otherwise. Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL disturbed by construction. 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR CD 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL N TABLE R401.4.1 subscript b:Where the tuilding official determines that in-place soils Vent range hoods as per Section M1503 O 111.0 O Bathrooms/mechanical ventilation with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, Bth / hil tiltion as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING the allowable bearing capacity shall be determined by a soils Investigation. More than 25.8 gpm up .to 556 gpm 4 STRUCTURAL MEMBERS DEFLECTION 16d COMMON 06 F- Z 6. Cast-In-place concrete shall be air entrained;5%<7%total air content by volume and have 22• Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOTAT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL z and NFPA 72 .Shall be provided in each sleeping R p sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX z an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, p p' g Dom, outside of each separate Slee in 9 16"O.C. FACE NAIL O O � garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4, area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162" _ All Concrete shall conform to the latest ACI standards, basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors 5-8d ^x o(2-1/2 O WHENEVER an alteration,addition,or conversion is made to an Existing Residence, U3so 5-8d BOX(2-1/2"X0.113") Q Q R404.1.3.2 Reinforcement for Foundation Walls TABLE R302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers U240 OR 4-8d COMMON \ reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL O shall be provided in accordance with Table R404.1.2(8) SEPARATION MATERIAL Exterior walls with stucco finish H/360 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END z 10 U R404,1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with p NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH LU Q the re f the2020 requirements of ASTM A 615,A 706 or A 996. of fire code o . Shall Installedoutside o each separate sleeping FROM THE RESIDENCE AND ATTICS EACH SIDE OF END JOINT qf NY Shll b idf h tl i area EQUIVALENT TO THE GARAGE SIDE ) LU LU .__I Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes U140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL U required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL Z c R404.1.2(9). BOARD L=span length,H=span height Q W � G All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL z Q Q Y-O"o .highe a Location of Reinforcement: vertical reinforcement in basement watts switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL � � Q ^, 9'-0"or higher as per tables R404.1.2(8) Vertical reinforcement in basement walls TABLE R802.5.2 V shall be located to provide a maximum cover of 1-1/4 inches from the Inside face. 3-16d BOX Ir P 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD END NAIL O g GARAGE LOCATED LESS THAN 3 FEET-FROM A 2-1sd COMMON W R404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: section R602.10.4.2 Continuous sheathing method. DWELLING UNIT D THE SAME LOT APPLIED TO THE INTERIOR SIDE OF -7 �/ I) Based on Table RA04.1.2(1)- (includes basement entrances and window wells) End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR',WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d Box O 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Less than 8 foot 'Wall Height:One#4 bar within 12 inches of the top of to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2 16d COMMON O (n O wall and One#4 bar near mid-height of wall. shall comply With nailing schedule and Figures R602.10.8 1 &R603.10.8 2 OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX H Q Q Q Greater than 8 foot Wall Height:One#4 bar within 12 inches of the to of p y g g ( ) ( ) 18 V BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL J 9 P SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. wall and One#4 bar near the third points in the wall story.R404.1.3.3.7.3 Wall Openings 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT ril provided to transmit the applicable uplift forces n section adR8021 pat .1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING Q Q R404.1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 (n C.O O that is interrupted b openings shall have additional vertical reinforcement of the same size roof assembly to the foundation. NUMBER OF 16D COMMON NAILS P y wall enin P g JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL < 1­- � placed within 12 inches of each side of the opening. 21 3-8d COMMON 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3:12 16"O.C. 5 8 10 13 R404.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location Wind resistance of asphalt shingles shall be tested in accordance with " 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON s"O.C.TOE NAIL in the forms with tie wire or other bar support system to prevent displacement during the concrete ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4:12 16 O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX placement operation.Steel reinforcement In concrete cast against the earth shall have a minimum Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels " 2-1od BOX cover of 3 inches.Minimum cover for reinforcement in concrete cast in removable forms that will be p g g g p 5:12 16 O.C. 3 5 6 8 23 BLOCKING TO JOIST EACH END E o copper roofing nails,minimum 12 gage shank With a minimum- 2-8d COMMON o y exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 inches 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 0 'E S for No,6 bars and larger.For concrete cast in removable forms that will not be exposed to the Fastener Panel Span Panel Span Panel Span 4-16d BOX TOE NAIL rn m E' ' ` `- ° a5 earth or weather,and for concrete cast in stay-in-place forms,minimum cover shall be 3/4 inch. and comply with ASTM F 1667.Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON 0 s 0. ° a r Type Less than or less than or less than or w:II r w € L 1.0 °o The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/s Inch. but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment 9:12 16"O.C. 3 4 4 5 R 0 M o 0 c 0 c th q equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON ° L c r ° = 10 25 2" PLANKS PLANK&BEAM FLOOR&ROOF AT EACH BEARING,PACE NAIL c c Z 12: 12 16"O.C. 3 3 4 4 ( ) 4-10d BOX �- o (D 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 27. Flame Spread Index:R302.9 c.: 0 U) o, Q• L o Framinglumber shall be DOUG-Fir Larch#2 or better, E= 1 600,000 < ° = c c 0 wall and ceiling finishes shall have a flame spread index_200 No 8 Wood screw a-1od BOX �2 o 0'� o U t5 `o Min.Fb for dimensional lumber=850 psi. Insulation material,vapor or retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST PER JOIST B o._ °-a 8 y o U Y Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. p g THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a 2 Y m 0 0 m,�CO p &attics shall have a flames read index:5 25 on center on center on center y 2 0 o M a g a`" ° Including but no I Imited to:Deck Framing,Posts,Headers,Girders&Ledgers. p 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 1od BOX 24"O.C.FACE NAIL TO TOP&BOTTOM 0 c 0 3 L C.c i °3 c m g g' g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS a~ c " lenght STAGGERED ON OPPOSITE SIDES o o 0 o o $ M ° L Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: 0 " a _c w 0 ,n w y rn 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: p U) E 4-16d BOX �' 0.`.5 c 1° ui a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index s 450 No 10 Woad screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL r= ° y m W •;o E 3-16d COMMON a� or stainless steel, Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies based anchor with 12 Inches 9 inches H c/ H r HEEL JOINT AJDUSTMENT FACTOR coo o Y o c `o0 16 inches w ° b,) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 2-10d BOX(3") OR o E r o a c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST 1 / 3 1.52 8d COMMON(2-1/ZI" EACH END, TOE NAIL r o m N 0 a C shall be Hot.-Dipped Galvanized or Stainless Steel. len ht 1 /4 1.33 ) Z.G ¢N c 0) _m c 28. SWIMMING POOLS. Shelf conform to Section R326 g WOD STRUCTURAL PANELS,SUBFLOOR, 0 0 � 0' a e 8 w ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND o � 0 0* >= as E a c`o a 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 PARTICLE BOARD WALL SHEATHING TO FRAMING 9. All Engineered'Wood Products such as"Tres Joists,Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, installed in accordance with the manufacturers latest installation details, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 ground access areas. panels shall not be located less than 18 from a valley SPACING OF FASTENERS Framing connectors,Allowable Hole diagrams,specifications,etc, DESCRIPTION OF NUMBER AND TYP Z "Micro-Lam"Elesign Stress: E=1.9, Fb=2,600 psi,Fv=285 psi b.Fasteners shall be installed in opposing ends of the wood structural panel, BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING 0 "Parallam PSI"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES 9 P SUPPORTS GABLE END WALL FRAMING LU "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi,Fv=300 psi this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(RO FLOOR,WALL) (f -D c.Anchors shall penetrate through the exterior wall covering with an embedment length of 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" W O W C 10. R310.2 EMERGENCY ESCAPE AND RESCUE:Required in BASEMENTS, The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than ii .- each each sleeping rooms in basement,habitable attics, and eve sleeping room +� „ 2-1/2 inches from the edge of concret block or concrete. EXPOSURE C -J p g every P 9 for future solar electric installation and labeled for future solar electric . RAFTER ROOF 31 19/32"-1" ad COMMON 6" SEE NOTE A 6" � Z Z J_ O shall have at least ONE operable emergency escape opening as follows: SPACING SPAN Sill height of not more than 44 inches albove finished floor, d.Where screws are attached to masonry or masonrylstucco,they shall be attached ULTIMATE WIND SPEED -1 Z 4) M g 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 (FEET) [] Q A. Minimum net clear opening of 5.7 square feet, using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. 32 1-1/8'- 1-1/4" 10d COMMON NAILS 6" 12" Ill Q O 1_' t0 Except grade floor openings shall have a minimum net clear 130 140 opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located In Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = W V Q D P g q It shall be the responsibility 1/2'STRUCTURAL CELLULOSIC B. Minimum not clear opening height shall be 24 inches. p y of the General contractor or his subcontractors to submit be protected from wind bome debris. < 1-112^GALv.ROOFING NAIL 3" " � N Glazed opening protection shall meet the Large Missle test ASTM E 1996 5:12 2 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING 6 C� I"- C. Minimum not clear opening width shall be 20". in detail the design, calculations,drawings,written statements of the mechanical, P g P g CO Z (,L = N and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC „ LiJ �- D. emergency escape and rescue operings shall be operational air conditioning,ventilation.heating systems(new,existing or upgraded) 214 201 263 247 34 1-314"GALV ROOFING NAIL from the Inside of the room without use of keys or tools, Garage door glazed opening protection for wind bome debris shelf meet 16"O.C. 12 FIBERBOARD SHEATHING 7 7 .I (� Y stamped by a professional engineer if required by the Owner or Building Dept. (,� a WHERE Basement contain more than one or more sleeping rooms, ANSI/DASMA 115, Areas within hurricane prone regions: an emergency escape opening shall be provided for EACH sleeping room. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV ROOFING NAIL 711TT Emergency escape and rescue opening shall open directly to the outside wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV ROOFING NAIL 7" (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 EXCEPTION: Grade floor or BELOW grade floor openings shall have 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS a net clear opening of not less than 5 square feet. I+- 6" DIAMETER -►I A. EXCEPTION: 16"O.C. 28 TO RESIST WIND PRESSURES TABLE R602.3 (3) Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 11. STAIR HANDRAIL:R311.7.8 Provide Handrail on at least one side of each of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 continuous run of treads or flight with FOUR OR MORE RISERS. cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Label all panels and store in a clean d area of the house. 16"O.C. 36 469 438 538 547 STUD Handrail Height measured above stair tread nosing,shall not be less than CONSTRUCTION TYPE P dry NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL 34 inches and not more than 38inches. All Handrails shall be continuous "I" "II" "III" " Attachments shall be provided in accordance with the table as follows: THICKNESS SPACING EDGES N FIELD M ii`' IV" OR"V 16„O.C. 535 499 664 622 PANEL SPAN RATING.the full length of the stair from a point directly above the top riser of a flight p W Lu to a point directly above the lowest riser of the flight.Handrails adjacent to 16"O.C. 48 599 559 745 697 sd COMMON NAIL (V a wall shall have a space of not be less than 1-1/2 inches between the wall REFLECTIVE RED (2.5"X 0113") 1.50 INCH 24/0 7116"OR 112" 16" O.C. 6" 12" cl and the handrail.see code for exceptions,Refer to Code for grip size specifications. PANTONE#187 CV Z Z 8d COMMON NAIL 1.75 INCH 24/16 7/16"OR 1/2" Q 12. GUARDS:R312 Porches,balconies or raised floor surfaces located more than 30" (2.5"X 0131") 16" O.C. 6" 12" W above the floor or grade below shall have a railing not less than 36 inches DESIGN CRITERIA TABLE 507.9.1.3(1) co W in height. Railings shall have To rails and Balusters and Bottom rails that are _W s g P DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 O -W-I NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed REFLECTIVE I-- � Q by the riser,tread and bottom rail of the guard rail at the open side of a stairway WHITE FIELD Wind speed: 130 U W 0 are permitted to be of such a size that a 6 inch sphere cannot pass through. JOIST SPAN GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Q tY No of stories: 2 CONNECTION SIZE of NAILS10 Open sides of:stairs with a total rise of more than 30 inches above the floor or DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS grade below shall have guards not less than 34 inches in height measured 7/16" min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS TO WOOD FRAMING vertically from the nosing of the treads. Roof Itch: per Ian 1/2"DIA.LAG SCREW 30" 23" 18" 15" Panel, Attached to p. p p CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS &1/2"MAX, SHEATHING 1/2„ 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window DESIGNATION FOR STRUCTURAL Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. 8" 16" opening is located LESS than 24 inches above the finished floor and GREATER COMPONENTS THAT ARE OF 1/2" Bldg Width Per Ian 1/2"DIA.THRU BOLT 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" than 72 inches above the finished grads or other surface below on the exterior TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 g p &1/2"MAX.SHEATHING 5/8" 6d COOLER NAILS STROKE WALL EITHER DIRECTION 16"O.C. 7" 12" h of the building, the window must be prcvided with a window opening control device "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 that compiles with R312.2.2 Window Opening Control Devices. GIRDERS AND BEAMS Nailinry Sehed: Table R602.3(l) 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8'LONG 6d COATED NAILS OR of New York State g GARAGE CEILING " EOUNALANT DRYWALL SCREWS. " PERPENDICULAR SCREWS SHALL COMPLY WITH 16"O.C. 6 6" 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5/8 BENEATH IRC SECTION R702.3.5.1 accordance with R302.11 thru R302.11.2 and Draftstopping shall be &1/2"MAX. SHEATHING 13" 11" 10" HABITABLE ROOMS Installed per R302,12 thru R302.12.1 "FR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed Is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. Fireblocking materials R302.11.1 shall be as follows: UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX. SHEATHING 24" 21' 19" 1. Two-inch nominal lumber Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6"o.c.for W N 2. 1/2"gypsum board LEDGERS SHALL BE FLASHED minimum 48-Inch distance from ridges,eaves and gable end walls;and 4"o,c.to gable end wall framing. 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 es i with the 10 foot horizontal fireblocking in walls constructed using parallel NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) pi rows of studs or staggered studs. 4, cellulose insulation installed and tested in accordance with ASTM E 119 or Applicant shall provide engineered wood placard v UL 263,for the specific applications on or adjacent to electrical meter box for field inspection. PLYWOOD STORM PANEL ct Residential structures with Truss type construction, M-"( 0 tn Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL r� TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES en .0 for new dwelling and/or any addition,alteration W Q! , a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel M -� 00 � OF FOUNDATION MATERIALS CLASS OF MATERIAL LOAD-BEARING PRESSURE shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. O Crystalline bedrock 12,000 psf of the structure for field inspection Sedimentary and foliated rock 4,000 psfCZ Sandy gravel and/or gravel(GW and GP) 3,000 psf Sand,silty sand,clayey sand,silty gravel and clayey gravel (SW,SP,SM,SC, GM and GC) 2,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 11301.2(1) �:;.1 L"o , c• U Clay,sandy clay,silty clay,clayey silt,silt and sandy silt r, f (CL,ML,MH and CH) 1,500 psf WIND DESIGN SUBJECT TO DAMAGE FROM o WIND WINTER ICE SHIELD AIR MEANS a.When soil tests are required by Section R401.4, GROUND SEED SPECIAL BORNE SEISMIC FROST FLOOD the allowable bearing capacities of the soil shall be part of the recommendations. SNOW P TOPOGRAPHIC WIND DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FREEZING ANNUAL Q, (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP �._ b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD ZONE DEPTH are likely to be present at the site, the allowable bearing capacity shall be P M MODERATE OFN� determined by a soils Investigation. 20 LBS 130 NO NO NO B SEVERE 3'-0" TO HEAVY 11 I I i i YES NO 1500 or less 52.1 - M.In accordance with Section R301.2.1.2 the jurisdiction shall Indicate the wind-bome debris wind zone(s).Otherwise,the jurisdiction shalt indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given In Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS P. Basic wind speed for risk category If from ASCE 7-16 Figure 26,5-1 B �e Extent of header(two braced wall segments) Outside Elevation Extent of header(one braced wall segment) 1. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS s Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o 0 fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-c/4"net header Header , , ° , , / 6-16d sinker nails METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM ADDITIONAL FRAMING ° ° ° ° shall occur at top of wall OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG ° ° ° ° P ) R " ALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ ° ° ° ° ° . ° fasten top plate to header with PER TABLE R602.3(3 -FASTENERS 6 OF BRACED W °4 - ,I ICI ICI I; ON EDGE, 12"FIELD, INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL Header shall be Top plate continuity is a two rows of 16d sinker nails @ 3"o.c. •I I°I I•I I, PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 ° VARIES BY FASTENERS king stud with Braced wall line 2-16d NAILS EACH SIDE •I 1 I I I I, 6-16d sinker nails continuously sheated °T v_, with 1/2"wood \\�Minimum 40001b header-to-jack-stud .I 1 I ICI METHOD CS-WSP: �, X Fasten sheathing to header with 8d common nails in 3 In.grid strap on both side of opening m structural panels ° ° •I (•) ,./'I' AS PER TABLE R602.3(3) d I, pattern as shown and 3 in,o.c.in all framing(studs and sills) ° opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG •I I I 8d @ 6"O.C.ALONG TOE NAIL 3-Sd NAILS ° o, , WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG " io c o Minimum 40001b header-to-jack-stud strap BRACED WALL PANEL 8d @ 6 O.C.ALONG AT EACH BLOKING MEMEBER 3 0 B on both side of opening opposite side of •I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL � in p g pp Panel splice edges shall occur over •I AT 6"O.C.ON EDGE AND 12" O.C. to sheathing and be nailed to common blocking rn within the middle 24"of the portal- I• IN FIELD BRACED WALL PANEL °'b Min.Double 2x4 framing covered with minimum leg height. One row of 3"o.c.nailing BRACED WALL PANEL x � .�°.s °�°.° g ° ° ° ° BRACED WALL PANEL s 1/2"thick wood structural panel sheathing 1, BRACED WALL PANEL BRACED WALL PANEL � i° p 9 I— ► I BRACED WALL PANEL INTERIOR FINISH: Ii 1, with 8d common nails @ 3"o.c.in all framing a is required in each panel edge. 2 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG I° (studs,blocking,and sills)typical if needed ICI 3-16d @ 16"OC ALONG i ° 0 I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH N W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL @ i 2'to 18 (finished width) Min Double 2x4 or BRACED WALL PANEL BLOCKING MEMEBER o Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural_ _ _ _ _ _ ° o _ ;I I,I I I I• TABLE R802.3(1)FOR EXTERIOR WALL per Table R602.10.5 ° panel sheathing I— z - •Mo _ •_•_ J' SHEATHING CONTINUOUS RIM OR Min double 2 x post Q �� -1•� _ - r+1 - CONTINUOUS RIM OR b No,of lack studs per ° ° END JOIST 1 p z I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST !° Min.(Z)2x4 ryp, Table R602.7(1&2) ° O O Min.(2)1/2"Diameter anchors }j I I I I I OVER AND BE FASTENED TO COMMON STUDS. HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE installed per section R403.1.6 �. r �� I'I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer Q 0) ,I INTERIOR'` l; AND BE FASTENED TO 1-112"x 5-1/2" < cc I I•I I"I THICK COMMON BLOCKING ON THE FLAT FULL HEIGHT BLOCKING ADDITIONAL FRAMING �_ > G SPACING CONTINUOUS ALONG LENGTH .I NAILING 1.1 I I I� AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .1 1 1 I I I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG O � O BRACED WALL PANEL z Cn V 'I I•I I I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION-FIGURE R602.10.6.4 W Lu W _ j ,I I•I I"I I; U Q •1 I.1 I I I• NAILING EDGE FIGURE R602.10.8(1) Attach Sheathing to UJ SPACING -6" FIGURE R602.10.8(2) W •I 1 1 I I I• BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with °i° nail sole plat Attach Sheathing ° nail sole plate Q •'— — — — " ` — — -` '— — — —'• EXT.SHEATH'G BRACED WALL PANEL CONNECTION WHEN sD common naals to joist per Band or Rim joist wi to joist per PARALLEL TO FLOOR/CEILING at 3"o.c.Top an ° Sub-Floor nailing Schad, L SD common nials ° °° nailing sched. Q V PANEL JOINT PERPENDICULAR TO FLOOR/CEILINGat Joist FRAMING FRAMING Bottom °°°e o° ° Bottomc.Topando° per Plans W Rim Joist p z FASTENING REQUIREMENTS FOR BRACED WALL PANEL AS PER ° ° ° ° ° ° ° ° • ° ° ° _--Anchor spec l Holdowns per plans O Q Q Q 1 TABLE R602.3. 3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION-FIGURE R602.10.6.4 Q J _ Cf) � O Q I-- oo U) Simpson , 1-1/4" galy. x 20 gage H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. N 1-1/4" x 20 gage! G-185 Typical Metal WINDOW HDR rovide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter " g 9 "� Strapping _ braced wall panels PROVIDE@STRUCTURAL RIDGES d m'� ° o Hot Dipped Galvanized Strap ��, at Openings cv 2 8d x 1-112 nails in late 4 o.c. Zone Panel Field ° = o pP p ( ) p m ° -Z r with (5)-8d common nails Horizontally attached ( ) spacing g_ g Simpson L-50 on each side of rafter w ;, _,o L) a co � °a at each stud p yw g 5 8d x 1-1/2" nails in Stud Nails acin Schedule Dwg-1 w g U I ood sheathing o� Nailin See Nailin 0 c G- o c shall have Solid Blocking c N rn Q° D `o Strap may be attached OVER @ all Plywood Joints c 0 o N cu o S m a.0 on , uY • a�iw2co �� ono3 the plywood SIMPSON H2A � s t Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil ° rafters attached to top (5)8d x 1-1/2" nails in Rafter „ Strap with (5)-$d common nails plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate in each end. catch jack studs �r=`E y CN — along length of braced waft (5)8d x 1-1/2 nails in Stud Look Out Blocks ,i L ° S = _ ° o o o Q i,"� SIMPSON LPT4 ' E Comer Holdowns panel. and window or door Header. � o � � ° j o z Refer to plans Less than t•- L= E ° o a Typical each side and ALL Gable End Wall at each Joists for locations yp ��'� f0 E'L y= c U windows and doors. to 12 " ` a E 6 "" ` or Equal if required � �x'v, aZi— �� o with8 -8Dnaifs � � N� � � � � 2 Existing FloorRIM JOIST BLOCKING BETWEEN RAFTERS c0 BRACED WALL PANELS CL System EJ 602.10.8.2 (1) NITS RAFTER-TO-STUD CONNECTOR & Sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on JOIST TO BAND JOIST TO SILL CONNECTION this page. NTS NTS RAFTER TO RIDGE STRAP R602.3(1) EXISTING CONSTRUCTION TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS -R602.4.6 z (' WALL TO HEADER STRAPPING PROVIDE MIN,2X4 COLLAR TIES @ 48"O.C. ntS LOCATED Q OF THE ATTIC I SPACE AND ATTAN THE UPPER CHED Z 4 5 RD N.T.S. 6 7 8 TO THE RAFTERS WITH 4-8D NAILS EACH END O n W O ALL THRESHOLD CAREFULLY SIMPSON BSC CUT FLASHED&CAULKED TO Z PREVENT WATER INTRUSION LENGTH POST TO HEADER CONNECTOR EXTERIOR OR 12" Min BEARING WALL OUTER THIRD TIMBER TECH- I I TIMBER TECH- I I _RAILING POST, SIMPSON ABU POST "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER 4"TREATED POS SI SI CONCRETE BRACKET OF SPAN ONLY COMPOSITE DECKING COMPOSITE DECKING ATTACHED PER ATTACHED PER SIDE COVER 2"MINIMUM NOTCH GREATER CLEAR MANUF.SPECIFICATION I I MANUF,SPECIFICATIO I I ° ° . P. ° o ° THAN 50% 4 X 4 MIN.TREATED POSTS a a 2X P.T.LEDGER; MUST BE ONE SIZE a a ° 2-1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF � S THRU BOLTED BOLTED TO GREATER THAN DECK JOIST AND OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE I I JOIST W/ , NO GREATER THAN THE DEPTH OF THE RIM JOIST CONNECTOR SCREW METAL TIE FASTENED ACROSS AND „ CV) Q 1/2"DIA.GALV BOLTS W/ D D . �' ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED GRADE TO THE PLATE AT EACH OF THE Use 1-1/4" Metal N W 2"IV11N. o OCK WASHERS. a, °, a ° GALV EXPANSION ANCHORS WITH WASHERS ADHESIVE ANCHORS:HIGH-STRENGTH NOTCH WITH 8 10D NAILS EACH SIDE O 2 1/2"MIN. 2 x JOISTS c 0,o AND PLACEMENT OF PER FIGURE R507.1(1) EPDXY ANCHORING ADHESIVE FOR �� - �� C©il Strap 20 Gage N O see Schedule on DWG-1 USE WITH THREADED ROD-OR USE: Q 12 Min (5) 8d common nails e� Z c�- MAX. , •0 2x RIM JOISTATTACHED W/ D D D �"MIN. ° o in EACH END at CD (3)#10 X 3"WOOD SCREWS a Z MECHANICAL SIMPSON N ° a GALV.DECK HANGER WEDGE-ALL WEDGE ANCHOR TOP PLATES D3 MAX. Q o b,i , SIMPSON LUS26 @ 2X6 6 MAX. EACH Stud. W IPE 2 MIN. „ m 2-1/2"DI R507.6.2 SIMPSON H2.5AT EA.JOIST D• D >D- SIMPSON LUS28 @ 2X8 14"DIA.CAST-IN-PLACE 8d @ 6 oc Along U) 6i CONCRETE FOOTING,DOWN THRU BOLTS BLOCKING Iva ° d Iva ° EMBED ANCHORS PER FOOTINGS MUST TO VIRGIN SOIL D3 MAX. Braced Wall Panel U W U W/WASHERS OVER BEAM SIMPSON BC o o MANUFACTURER SPECIFICATIONS BEAR ON (MIN 36"BELOW GRADE) FIGURE R602.10.8(1) p BETWEEN EACH OST GIRDER UNDISTURBED PER R507.3 FOR DECK FOOTINGS JOIST CONNECTOR SOIL WALL TO WALL STRAP SOLID SAWN JOIST AND RAFTER MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS Cr FIGURE 15 AMERICAN WOOD COUNCIL FIGURE R602.6.1 R502.8 LEDGER BOARD ATTACHMENT TO CONCERETE CONNECTION (@- PORCHES & DECKS NTS TOP PLATE FRAMING TO NTS DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE 10 NTS 11 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG FOOTING SIZE PER TABLE R507.3.1 FOR DECKS l� e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g � SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails (� ' 507.9.1.3(2) • z FASTENERS at each stud L � � TOP PLATES- TOP PLATES N IN 2 ROWS at each stud A-+ � Strap may be attached OVER Strap may be attached OVER U E the plywood OR directly to the v o 5' MAX © O TO 5.5'MIN FOR 2X8• Studs. Studsood OR directly to M" o STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 = ` *--� Cl BORED HOLE MAX. DIAMETER 60% OU @ O N DIAMETER 40% (PERCENT)OF STUD (PERCENT)OF o DEPTH o „ STUD DEPTH I . ��... 3-16d @ 16 oc Along w o 2"MIN to O '8 518"MIN. -5/8"MIN. 5/8"MIN /e"MIN, LAG SCREW OR THRU-BOLT 3/4"MIN _ _ . .. , ' , , ' , Braced Wall Panel O x N TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD =III=III FIGURE R602.10.8(1) 7:11M ,!. " NOTCH MUST NOT— NOTCH MUST NOT I-III=III • �••• N O M Ct EXCEED 25% o EXCEED 40% o (PERCENT)OF o (PERCENT)OF o v-0 AR. STUD DEPTH • � STUD DEPTH O PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD C� U BORED HOLES SHALL bN BORED HOLES SHALL IF HOLE IS BETWEEN THE SAME CROSS , �`� 40°k(PERCENT)AND STRAPPING , ,4 NOT BE LOCATED IN 5 60%(PERCENT)OF PER FIGURE R507.9.1.3(1) � �arlill '; • •��' •, � � .� NOT BE LOCATED IN SECTION OF THE CUT _THE SAME CROSS E STUD DEPTF THEN OR NOTCH IN STUD „ Applies to Garage Wall and -1u sTUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5 } SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction 1=III= I • + a. ! OR NOTCH IN STUD ARE DOUBLED sruos IF IS REDUCED TO THAT OF ARE DOUBLEiD AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR �;���T A0, �+ WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) �OF P° NOTCHING AND FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY �---n. 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. I R-50 Cover Box pushes up and out of the ATTIC MANUFACTURED LIGHT ENCLOSURE thin profile structural way for access CEIING FRAMING sheathing as draftstop CONTINUOUS BEAD Insulation dams behind tub Tub OF SEALANT prevent loose-fill Typical SUBFLOOR GLUED,CAULKED Air SealWPanel insulation from exterior OR GASKETED TO RIM failing through Continuous wall JOIST/RIM CLOSURE Gasket 9 9 of Sealant or SEALANT access adhesive SILL PLATE INSTALLED Weatherstrippingairs EXPANDING FOAM SEALANT Adhesi Sealant OVER GASKER SILL CONTINUOUS BEAD OF SEALANT RECESSED LIGHTING FIXTURE SEALANT `Pull-down frame gap DRYWALL CEILING Sealant staircase with caulk or foam AIR SEALING AT PREMANUFACTURED RECESSED LIGHTING FIXTURE PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING N EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION DETAIL I ' M»..-f_.-�.r-.�.w TO BAND JOISTS r~. O Z '0' Battic Door Energy Conservation Products ` c 25x54 Attic Pull Down Stair Ladder Cover, R-50 Insulation R-50 Attic Stair Cover Z Z O ENERGY NOTES Eave baffle installed `SIT 9a. R403.3.2: Duct Sealing(Mandatory) Ducts, air handlers and filter boxes shall be sealed. 1. All design & construction in compliance and built accordingly to the g( ry) adjacent to soffit and eave 2020 EnergyConservation Construction Code of New York State. Y '..., Joints and seams shall comp) with Section M1601.4.1. Table R402.4.1.1-Air barrier and insulation installation. vents. Baffle shall extend over approval b a third art HERS Rater using the Manual "J" "S"&"D"submitted at CO. 1" The authority having jurisdiction shall be permitted to determine an Y party( ) g � F-- 0 the top of the attic insulation ,; energy efficiency program to exceed the energy efficiency required by this code. -,r + "` co 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. a `' I z W LQ J TABLE R402.4.1.1 Y p Energy air teaks e b an a (R402.2.3) i w All HVAC Plumbing & Electrical systems shall meet the chapter 11 Ener g y pproved third party(HERS Rater) using the AIR BARRIER AND INSULATION INSTALLATION manual "J"& Manuals"S"&"D"submitted at CO. + '- efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION i - 1 Z -• Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS I W Q 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ f `'" �"' General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit see OR HERS RATER i z 0 and posted on a wall in the space where the furnace is located O �1 requirements in the building envelope. 10. R403.4 (Mandatory)Mechanical system piping insulation carrying Const. Dwgs ± I V Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. i r ! Q WHO continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT ti R403.3.5 Building C !11. ( ) g Cavities (Mandatory) � [� p Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall j' '' I 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 P I ! F•- �( Q <( sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs " } Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) Y, i ' ' _J 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. >; installation density of the insulation shall be at the manufacturers product p g p JJ ! recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. i each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. s ~ maintain an even density for the entire cavity.Batt insulation shall be Manual controls shalt be readily accessible. g - installed in the recommended cavity depth.Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 ? - through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction g exists,the batt product will be cut to fit the remaining depth of the The building shall be provided with ventilation that compiles with the requirements of o cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o o m y exhausts shall have automatic or gravity dampers that close when the ventilations stem 2 w ° E shall be laced to fill an surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the 9 Y P Y E E °'_ `o a p y test results shall be signed b the a conducting the test. is not operating. o 0 �, 0 8 y T manufacturers'specified density.Where faced batt is used,the g Y p g installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM ..,�.. ; 8 o p N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy c....__.c 17 no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE I N - c -►r •--_._� �- o _ y = 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements -� f ° ° ° C ° stapling installation tabs. � �' °�� o �` y � of Table N1103.6.1. Exception: g g ACCORDANCE WITH c._ C 1 = 2 2 15 a` combustion air. Factory built fireplaces shall be listed and labeled p Where an air handler that is integral to tested and listed HVAC Rigid Foam or o Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT r - y y 3 0 e shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam TYP. ROOF CONST. e ° ° 3 ° ° _ U ° zG C cm n v' 0in-Fin density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory)programmable thermostats shall be -'" + y U = w y 0 w 14. N 1103.7 R403.7 E '� r r - g y 3 o E provided for each separate heating and cooling system.Temporarily operate ( )Equipment sizing and efficiency rating (Mandatory) Roof underla inept } - _ I ° o w N o U Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with y 2 x CJ W/ INSULATION - ;:� - o ° E = U �, = a ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on buildi ds calculated in accordance with ACCA sealed to drip edg .._ z U M t E ° shall be max 70 F heating and 78 F Cooling. building loa AS PER DRAWINGS �'z L r� ° insullation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. OR HERS RATER e,r,r+ne ,.<.. m� a'E.f o 0 8 w 12 t. ott;a�Ijo-rr �, o sealed. g. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value New or replacement heating and cooling equipment shall have an efficiency 0 y ca � ►L- ca E a.=_3 a Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 or ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia wall doors to unconditioned attics aces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see SEALANT P q in other other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs r j shall[be sealed. P g in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented r ' Trenskk+sp�.,�t5 f p q.S s:t d•rvP -�,.,/ � Z Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall t,� t ter;.:r:cr. ,.s,n a n.,.M<.en 1 I _ late;shall be sealed.The unction of the b completely fillip the cavity with a material having a thermal contain only high-efficacy lams fi''`'� "' ' P j Y P Y g n' Y 9 Y p � ``'tee-_..I i J J top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs installed in substantial contact and continuous alignment with the air 2} `�-. F"- barrier. W Windows,skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE �_ 0 and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. DUCT SEALING REQUIREMENTS Q Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor LOCAL EXHAUST RATES TABLE M1505.4. TABLE M1505.4.3(2) cantilevered floors) framing cavity insulation shall be permitted to be in contact with the INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa,b topside of sheathing or continuous insulation installed on the AREA TO BE EXHAUSTED EXHAUST RATES underside of floor framing and extend from the bottom to the top of all RUN-TIME PERCENTAGE IN EACH 4-HOUR APPROVED WINDOW perimeter floor framing members. SEGMENT 25% 33% 50% 66% 75% 100% OPENING LIMITING KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS DEVICE - Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be ch p shall be covered with a Class I,black permanently attached to the crawlspace walls. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM Factora 4 3 2 1.5 1.3 1.0 N vapor retarder with overlapping joints O taped. INTERMITTENT OR 20 CFM CONTINUOUS a.For ventilation system run time values between those given,the factors are permitted to be - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M W N Shafts,penetrations Duct shafts,utility penetrations,and flue determined by interpolation. 1 WINDOW W p Q shafts opening to exterior or I W unconditioned space shall be sealed. b.Extra Extrapolation be and the table is prohibited. 24" O J P Y P APPROVED WINDOW (36"IN IBC UNITS) 4 SPHERE CANNOT � > PASS THROUGH FALLPREVENTION tJ W U DEVICE CONFORM TO O W Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE the correct density without any voids or gaps or FINISHED FLOOR compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED GRADE insulation that on installation readily conforms to the TABLE M1505.4.3(1) TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. CONTINUOUS "JHOLE-HOUSE t�"ECHANICAL VENTILATION SYSTEM AIRFLOW RATE BEAMINIMUM OF 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage;separation Air sealing shall be provided between the garage and REQUIREMENTS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE T h NUMBER OF BEDROOMS COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal DVJELLI NG UNIT M!'� envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. FLOOR AREA 0- 1, 2-3 4-5 6-7 >7 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW T, A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: h� Plumbing and Batt insulation shall be cut neatly to fit around wiring and (Square feet) WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or Alrflow In CFM 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W (V gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090, r-' TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cd installation readily conforms to available space shall < 1,500 30 45 60 75 90 � a extend behind piping and wiring. 3, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE � ll 1,501 -3,000 45 60 75 90 105 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 <0 V r„ Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separate them from the showers and insulated. CJ Z -4 tubs. 3,001 -4,500 60 75 90 105 120 N1101.14 (R401.3) Certificate (Mandatory) E""� [�-' .•-, Electrical/phone The air barrier shall be installed behind electrical or ^ M box on.exterior wall commarnicationboxes or air sealed boxes shall be installed. 4,501 -6,000 75 90 105 120 135 ENERGY COMPLIANCE STATEMENT. A permanent certificate shall be completed by the builder or other approved party and posted on a wall W b o TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL in the space where the furnace is located, a utility room or an approved location inside the building. r CD00 HVAC register HVAt.,register boots that penetrate building thermal 6,001 -7,500 90 105 120 135 150 � boots envelope shall be sealed to the subflooror drywall. JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit 0 -d >7,500 105 120 135 150 165 COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. directory label, service disconnect label or other required labels. The certificate shall indicate the -- „� o rn Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings roofs walls foundation components ,i'p=� '���" sprinklers only be sealed in a manner that is recommended by the For 51: 1 square foot=0.0929 m2,1 cubic foot per minute=0.0004719 m3/s. ' man0acturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; �� J H'`'cs, Fc, / O be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. f - K ''� IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value Eg( ' a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, 3 cooling and service water heating equipment. Where a gas-fired unvented room heater, 01. coo a electric furnace, or baseboard electric heater is installed in the residence, the certificate shall "° indicate "gas-fired unvented room heater," "electric furnace" or"baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. Section M1202 Existing Mechanical Systems 5'-8" M1202.1 Additions, Alterations or Repairs It- 3=__-_-_-_-_E 3=_________- -_-____-_=t3=-_-_-_-=r ` - , Additions, alterations, renovations or repairs to a mechanical system I \- `- 2-2x10 P.T.GIRDER `-I 12"SO OR 14"ROUND shall conform to the requirements for a new mechanical system I DECK FOOTING PER TABLE without requiring the existing mechanical system to comply with — _ —let FL, _ METAL STRAPPING 23'-8" R507.3.1 FOR DECKS all of the requirements of this code.Additions, alterations or repairs REFER To SEE DETAIL ON DWG-2 shall not cause an existing mechanical system to become unsafe, _ —TOP OF FDN. DWG-2 OR I hazardous or overloaded. Minor additions, alterations or repairs to existing mechanical systems shall meet the provisions for new construction, unless such work is done in the same manner and arrangement as was in #4 REBAR 12"FROM TOP N 9 ILn the existing system, is not hazardous, and is approved. :Ln Y (D M1202.2 Existing Installations q ao #4 REBAR AT MIDSPAN I I DECK LATERAL HOLDOWNS O >- O Except as otherwise provided for in this code, a provision in this code I 24'-8"± SIMPSON DTT2Z w/(8) F— Z shall not require the removal, alteration or abandonment of, 1/4"X 1-1/2"SDS SCREWS nor prevent the continued use and maintenance of, I I WITHIN 24"OF EACH END Z z an existing mechanical system lawfully in existence �2X10CK LEDGER SEE DETAILS ON DWG-2 O O ti at the time of the adoption of this code. _ TOP OF FT _I --------8EEDET._oNDWG2 ----- ------------------------------------- -I- M1202.3 Maintenance _t42#4 REBARS CONT. 1 1 1 1 1 , Mechanical systems, both existing and new, and parts Q Q thereof shall be maintained in proper operating condition LADDER&STEPS R310.2.3.1 'rvn ; ; in accordance with the original design and in a safe and sanitary condition. WINDOW WELLS WITH AVERTICAL TYR FDN REBAR SECTION ; RETRO FIANCHOR BT01 2"DIAMETER X 12" MECHANICAL I Z W U Devices or safeguards that are required by this code shall be maintained DEPTH GREATER THAN 44 INCHES SCALE: 1/2" = 1'-0" +� W W W J SHALL BE EQUIPPED WITH PERMANENTLY " ; ; ANCHOR ROD SIMPSON STRONG-BOLT OR EQUAL 4 DRILLED INTO EXISTING CONCRETE WALL AND Q in compliance with the code edition under which such devices and AFFIXED LADDER OR STEPS USABLE O0 SECURED WITH ANCHORING ADHESIVE. Q LZ Q 1 1 , , safeguards were installed. The owner or the owners designated WITH THE WINDOW IN THE FULL OPEN 1 , MAXIMUM SPACING:@ 72"O.C. agent shall be responsible for maintenance of the mechanical systems. POSITION. RUNGS SHALL HAVE AN EMBEDMENT OF 7"WITH NUT&3"WASHER. Z 0 Q INSIDE WIDTH OF AT LEAST 12 INCHES 1 , To determine compliance with this provision, the building official shall 2 BOLTS PER PLATE AND HOLD AT LEAST SHALL PROJECT AT LEAST 3 INCHES ONE BOLT-12"MAX AND 3-1/2"MIN OFF, 1 , 1ko have the authority to require a mechanical system to be reinspected. FROM THE WALL AND SHALL BE SPACED ' W ENDS OF PLATES. ; ; W O NOT MORE THAN 18 INCHES ON-CENTER B ; ; I\ VERTICALLY FOR THE FULL HEIGHT OF 1 9 O a-' THE WINDOW WELL. 9 ; ; ; ; OQ Q Q TYP EXT.WALL BARS.GRILLES,COVERS R310.4 60'-0"± ' ' ' ' " ~/� BARS,GRILLES,GRATES OR SIMILAR 1 1 ; N Q J LJ DEVICES ARE PERMITTED TO BE PLACED + ' 16'-6"± 1 1 26 6/z± L0 TYR FLOOR CONST. , , OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED AS FOLLOWS:NET , , 1-- 00 CLEAR OPENING SIZE COMPLYING WITH R310.1.1 TO R310.2.3AND SHALL 1 1 (2)2x6 P.T.SILL PLATE W/MIN. BE RELEASABLE OR REMOVABLE A ; EXISTING ; FROM THE INSIDE WITHOUT THE USE TYPICAL NEW SLAB ON GRADE ' TYPICAL ANCHOR BOLT -R403.1.6 OF A KEY,TOOL,SPECIAL KNOWLEDGE 9 INTERIOR FOOTING/COL MAXIMUM SPACING: 1/2"@ 72"O.C. OR FORCE GREATER THAN THAT REQUIRED 24"x 24"x 12"THICK ' ' ' E y NEW STRAPPING AT , , -6 c EMBEDMENT OF 7"WITH NUT&WASHER. a FOR THE NORMAL OPERATION OF THE CAST-IN-PLACE CONCRETE ° a rn- 2 BOLTS PER PLATE AND HOLD AT LEAST EXISTING BOX y•� ` o E ONE BOLT-12"MAX AND 3-1/2"MIN OFF ESCAPE AND RESCUE OPENING. CONST.TYP.WERE FOOTING&4"DIASTEEL4' 10^± m °i t m n r • COLUMN ' ' ' ' r ~.. t o 1, m `-` 6 ENDS OF PLATES. 1 1 1 NEW ROOF FRAMING OCCURS-SEE DETAIL • ------------------------ ---------- --- ----- 1 , °��°�r ° c CM: o c SHIELD&SILL SEALER TYP. ON DWG-2 ' ' 1 a c Z a ° c o 1 cU . TYR CONC.FOUNDATION ao- ` 1 `o Q, N _ _- , I I -----------------------_----_-------- CV •- O 0 • -------- - ----------------------- ------- ; ---------------------- ------------- m I2 28 mr' iTao c 3 ANCHOR BOLT DETAIL • ------------------------------------- --------- -- -- ' POINT LOAD ----------------------------------------- - - ---- --- -• ---------- o a a c g M m-0:E-; i i ABOVE ' ' , ' c N rnra C 2°' r = m SCALE: 1/2"= 1'-t)" WINDOW WELL R310.2.3 ' ' L h °'3 a E HORIZONTAL AREA SHALL BE EXISTING ; ; ; c o a• �o w c o E� MIN 9'-0"SO FT.WITH A ' ' CONCRETE STAIR aJ ° c .o c 0 rn; .• HORIZONTAL DIMENSION w o 6'-10Yz"± UP TO GARAGE ------ ---- - -• , 1 c �°-,y m 2�a E = (D o y 1 d Z F- to !- ,p b E'c y� Q tLi1 c a�i c a1 0 OF MIN 3'0"TO ALLOW FOR , , x C7—o' ' 1 I' c EMERGENCY ESCAPE AND ' ' o w p O p I I 00 SMOKE ' c E `� °' 2 g` N 1 / c+IC9f- o S ALARM i �-----------------------' H 0 in m Q FL- m E n.._o L RESCUE. LADDER SHALL BE , 1 Z Z I;W Z -' ° o I Z a O ' ' PREMITTED TO ENCROACH ; ; w�2 ag O `� I U)i O NOT MORE THAN 6"INTO , Z U) d EXISTING O o REQUIRED WINDOW WELL ; ?v UNFINISHED I � �O ALARM ; Were the distance is DEPTH. `o between 9-1/4"to 15-1/4" N BASEMENT N , rovide blocking @ braced wall panels ; ^ ; 7'-6"± 7'-6"± 7'-6"± T-6"± 7'-6"± 7'-2"± " ' EXISTING 6X8 GIRDER' I IQ ' I I { ' 1 EXlstina 1 , - '------------------L-- L---------"--- 1------1----------------L-- 1---- '------'----------------''-- - 1-----------------' ' ' ' ----------- I 1 ' �i--' --- 1 O ' --------------I I I O I r , 1 , , O lJ �_= F 1- Car Garage SIMPSON H2A N 1 r , , ' ' 1 , , I I 1YAC Solid blocking between at each Rafter. With `"` ``" ``"`-' `- N rafters attached to top (5) 8d x 1-1/2"nails in Rafter 9 ; NEW PROPANE I ; 9 N ; HOT WATER plate with 8d nails @ 6" o.c. (2)8d x 1-1/2" nails in plate BOILER SYSTEM along lenght of braced wall (5)8d x 1-1/2" nails in Stud MAINTAIN REQUIRED SEPARATION panel. DISTANCE FROM ALL HEAT O ❑ 1 ; ' '1 1 PRODUCING EQUIPMENT TO ; All Mechanical Equipment and 01 o � BRACED COMBUSTIBLE MATERIAL AS PER ' ' Appliances having an Ignition .*� O O O I 0 o U PANEL MANUFACTURER'S SPECIFICATIONS source shall be elevated Z o 01 Z o c AND LATEST MECHANICAL CODE. a minimum of 18 inches above og p 1 og p the floor.In accordance with x O u_I x O ; 1-1/4"Metal VENTING OF EQUIPMENT Part V Mechanical. w u•. "� W � 1 , Coil Strap 20 Gage INSTALL IN COMPLIANCE 1 nl ,.____ f co p ' Section M1307.3 00 °X (5) 8d common nail W/PART V MECHANICAL ; ; I ; ; o in EACH END at ' ' CV NEW 36"X 84" , � , , O EACH Stud. c ; ; OPENING I TYR ; ; ; ; cl Z 8d @ 6" oc Along TYR I DOWEL ; ; ; ; Braced Wall Panel DOWEL ------- ----------------------------- - ---------------------------------- -------------------------------------------------------- 13'-4"± (A 1 ,TYR W LU Q BRACED W LL FIGURE R602.10.8(1) _ _________ ____ _ _ OWEL W PANEL --- 3�e'------------- -- --------------------------------- ------ -- ----------------------------------------------• -- ------------------------------ o J TYPICAL FOUNDATION ; � ; ° ; EXTERIOR PATIO SLAB ; ---- - ; U W Q Z DOWEL PIN , , o , 1 O W_ a NEW UNFIN. BASEMENT 0 1 1 6"4000 PSI CAST-IN-PLACE SLAB 3-16d @ 16"oc Along #5 STEEL DOWEL BETWEEN NEW ; , , cc " " " Braced Wall Panel rn AND EXISTING FOUNDATIONS. PINS ' ' 4" CAST-IN-PLACE CONCRETE �O w W/6X6 w1.4/w1 A WELDED WIRE MESH ' •---- ----------------------------------- ON GRANULAR COMPACTED FILL. io w ARE TO BE SPACED MAXIMUM 12"OC i D i SLAB INSTALLED IN Z rn ' ° ' rn PITCH SLAB AWAY TO DRAIN ' ' iv FIGURE R602.10.8(1) io X VERTICALAND TWO IN FOOTING ; a ; ACCORDANCE WITH CODE +1 WGo WITH A MINIMUM 8"EMBEDMENT , SECTION R506 x 1 v 1 1 • / i° �j► 1-1/4" Metal GROUT SOLID WITH NON-SHRINK ; N 24'-10"t Coil Strap 20 Gage z HIGH STRENGTH GROUT. 8 --------------------------------------------------------------- ------ "----- ------------------------------------------------ c 8" ~` I • 1 al (5)8d common nails ; 4 .o P a a ,o o a , o o a . , a . , a inEACH END at -- ---------------------------------------------------------------- --------- -----------------------------------------------------------• EACH Stud. ►..� TYPICAL ANCHOR BOLT -R403.1.6 MAXIMUM SPACING: 1/2"@ 72"O.C. EMBEDMENT OF 7"WITH NUT&WASHER. BRACED WALL PANEL CONNECTION - FIGURE R602.10.8(1) 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF CONTINUOUS LOAD PATH STRAPPING - SECTION R301.2.1 ENDS OF PLATES. A D 9 10 Utoo NEW EXTENSION NEW PORCH EXTENSION M TYPICAL NEW FOUNDATION as'-o"± NEW EXTENSION U :� 00 8'-0" HIGH - MATCH EXISTING 60'-011± EXISTING 0 x N IN ACCORDANCE WITH CHAPTER 4 a � � ct Rt D A Rc®si` TABLE R404.1.2(8): FOUNDATION PLAN GENERAL EXISTING CONDITIONS NOTE: 8" CAST-IN-PLACE WALL WITH �=� �� '� �r�-, SCALE: 1/4" = V-0" ALL EXISTING DIMENSIONS AND CONSTRUCTION "' 'r HORIZONTAL REBAR PER TABLE FOUNDATION WALL KEY WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, _E R404.1.2 1 - SEE DWG-1 NOTE #6. AND FIELD MEASUREMENTS. ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, ALL WORK SHALL CONFORM TO; ALL MEASUREMENTS SHALL BE VERIFIED BYI'w t (! F EXISTING FDN WALLS CONTRACTOR PRIOR TO RENOVATION,ORDERING + +• 16 ' 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE MATERIALS AND START OF CONSTRUCTION.CONTRACTOR' ; 2020 NYS RESIDENTIAL CODE Q SHIELD, EXTERIOR DAMP-PROOFING, ALL ` ' ° ' ° NEW FDN WALLS IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. DID NOT MEASURE INACCESSIBLE AND }`;� ,, •1Ci0 M�®,,; FOUNDATION FOOTINGS TO EXTEND TO _ _ _ _ _ APPENDIX J CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN ,:; VIRGIN SOIL & BE FULL HEIGHT OR STEP - - - - - 7 FDN WALLS TO BE REMOVED SECTION AJ301.4 -ALTERATIONS - LEVEL 1 INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY • SECTION AJ301.5 -ALTERATIONS - LEVEL 2 ARCHITECT OF CONDITIONS. FOOTINGS IV TO 2H OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF SECTION AJ401 - REPAIRS EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. I 60'-0"t 24'-8"t 4'-10"t 23'-8"t ' ---- --------- - ----------- --- ----------- -- ------------- ' e� q N 14 0 >- o I- Z o0 o z Zti 0 0 ,.;. F- 0� Z Q < � Z > O ; o T - - - - - - - - - - - - - - - - - - - - - - Uj W W _J � W � ��n HDUI5 AL I o f "' 2-2x12 �,+s -2x12 I I TYPICAL Z O v is HOEDOWN H I HOO EDLD OWN io Ca Q U)I tO L J p 0 t/) o I I} }I I °i �( Q Q N IU i U I I Wi 0 Q L d +� B I 24'-s"t I B Z' Q F- 00 U) q g I I I I I g o +I tr ;1 Z w I �? Q y LIVING ROOM w � I I N .y VAULT CLG Z; o 0,2 o E B TO 12'-0" c? I rn �, y 2' a o I o� I .__ w q , y, n A I I I I I � G� zn 9282 2x10 RAFTERS a,16"oc d " _ $ _ 2x10 RAFTERS (cD 16 oc � � �g•,c o•� g I N 12x10 CEILING JOISTS @ 16"oc " 2x10 CEILING JOISTS 16"oc N ¢ E o `o 2x10RR@16"OC C� I @ " I Cl) I c o yY �� = a,` o 3'6" 2X4 CJ @ 16"OC WALLOFOR I ( 2x4 COLLAR TIES @ 48"oc M 2x4 COLLAR TIES @ 48 oc I I r y o 3 t a� o 0 3 NOTE:GLAZING HAZARDOUS LOCATION:R308.4 — — — — — — — — — — — I I I y N rn v � a w-t ` PLUMBING { o o $ a�i c a-00 m L 5 w INCLUDING BUT LIMITED TO THE FOLLOWING: C145 4046 fO o o-E °=o E t,� Lam M WAo03 � o 0 o a _ 1 o SAFETY GLAZING(TEMP GLASS)IS REQUIRED _____, 2X4 WALL I o a p-06 '0m ° m AT GLAZING IN A BUILDING WALL ENCLOSING 6 2-2x10 10 I I R-21 HD I i .N y �a E �j y BATHTUBS AND SHOWERS WHERE THE P4050 CW15 EGRESS `� q� 10'-0" (3)1-314"X18"LVL W/2-5/8"X 17.5"STEeL PETS FLUSH SPRAY FOAM o z ¢ c a'i m o BOTTOM EDGE OF THE GLAZING IS LESS --- --___ 67- _-_____ _;; ___ _-'--___-'--__ _- __-_:- __--___- THAN601NCHESABOVEASTANDING _____ -- _-- - -__J ___________________________I o c aE a m� o " $Y a ---- --- 3_ m o �17+0 = ems+" H c°� ai m o FL m E n�o n SURFACE AND DRAIN INLET. 3-2x10 41 WET SURFACES:R308.4,5 16'4"t 5'-2" ' " 22'-4"t GLAZING IN WALLS,ENCLOSURES CONTAINING KITCHEN WHIRLPOOL,BATH TUBS,SHOWERS, Z? SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM `" FAN 10'-0"CLG HT BREAKFAST NOOK EDGE OF THE GLASS IS LESS THAN S ® 10'-0"CLG HT EXISTING STAIR TO BASEMENT MEASURED VERTICALLY ABOVE ANY STANDING OR 0 WALKING SURFACE SHALL BE CLASSIFIEDAS +� EX I G �' PER TABLE R308.3.1(1)AND R308.3.1(2) N eo BEDROOM#1 T M 10'0"CLG HT HD EXCEPTION:GLAZING THAT IS MORE THEN 60" SPR VENT CLOTHES DRYER �-2� SPRAY FOAM MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, IN ACCORDANCE WITH o FROM THE WATERS EDGE CHAPTER 15-CLOTHES DRYERS EXHAUST. 5'-5'/�' EXISTING GARAGE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS WITHIN w DWELLING GARAGE 36 INCHES HORIZONTALLY OF WALKING SURFACE O c "8'/' 3 SEPARATION IN OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM ED ACCORDANCE WITH TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN e c7 2'6" iv P RY iv o :i X TABLE R302.6 i EXPOSED SURFACE OF GLASS IS LESS THAN z „ N SEE DWG-1 FOR TABLE 60 INCHES ABOVE THE NOSE OF THE TREAD w 4'-0 5,'0" `v Q INSULATE WALLS N c7 a x C o 6'-10'/z"t 2�"0� ' a �"„ COMMON WITH LIVING +I Z OR WALKING SURFACE. w POST LVL �' o F- AREA. g �$ q c S I TOP TOP OF 'r' g ctDv X U) LVL PROVIDE:HEAT W +1 o 00 `o 1 DETECTOR PER R314.2.1 R302.11 Fireblocking required.Fireblocking shall be provided to cut off all concealed foCD LL c N "J (2)1-314"x 14"LVL FLUSH j N draft openings(both vertical and horizontal) and to form an effective fire barrier co " 2'-6" - - _ _ O W between stories, and !between a top story and the roof space. Fireblocking shall 4-0 - — — CONVERT EXISTING CN F- be provided in wood-frame construction in the following locations. o FAN I I x BEDRM #3 INTO ID NING 0 ® BATHROOMS cl Z v &STAIR WELL 10'-0"CLG HT CV 1. In concealed spaces of stud walls and partitions, including furred spaces and .2 Q parallel rows of studs or staggered studs; as follows: I N m W BEDROOMS 0 19'-4"± 13'-9"± 0 —W-I 1.1. Vertically at the ceiling and floor levels. `? ® I U W Q 'n 10'-0'CLG HT , P"i M co , FOYER 0 M � 1.2. Horizontally at intervals not exceeding 10 feet. - ° I 10'-0"CLG HT 2.At all interconnections between concealed vertical and horizontal e " " -_-- -- _--- - ----_ " spaces such as occur at soffits, drop ceilings and cove ceilings. a _ ---- 5-112�x 1 e -FLUSH 3-o -__-_-5_1/2 x 14 LVL FLUSH 3-2x10 ( ) 3 -3 x -7 8 � 3. In concealed spaces between stair stringers at the top and bottom of the run. �;y FAN 4 CXW16-3 0 2 2x12 ~ Enclosed spaces under stairs shall comply with Section R302.7 R312.2 WINDOW FALL PROTECTION NOTE: Z 4.At openings around vents, pipes, ducts, cables and wires at ceiling and 0 o NEW 96"X 96"GLASS&METAL FRAME H PP passage TOP OF THE WINDOW SILL SHALL Z a CONCRETE PORCH floor level, with an approved material to resist the free assa a of flame Uj � ,----_ ifl � � O.H.GARAGE DOOR and products of combustion. BE A MINIMUM OF 24"ABOVE THE FINISHED w FLOOR AND GREATER THAN 72"ABOVE THE 3 11'-10"± 51-611 Fill T-0" 5 For the fireblocking of chimneys and fireplaces, see Section R1003.19 FINISHED GRADE OR OTHER SURFACES Z 3-2x10 2-2x1 2-2x14 3-2x10 BELOW ON THE EXTERIOR SIDE OF THE _ _ rn ---- ------------------ 6, Fireblockingof cornices of a two-family dwelling is required at the line of Y g q BUILDING.SHALL COMPLY AS FOLLOWS: -- - --- - - - - ' --------------- ------------------------------------ R., dwelling unit separation. P4o50 CW15 EGRESS CW13 P4o60 TEMP GL R312.2.2 WINDOW OPENING CONTROL DEVICES: SIT LVL oN WRAP INT W 7„ Fireblocking material: two inch nominal lumber, bats or blankets of mineral WINDOW OPENING CONTROL DEVICE SHALL POSTS IN WALL wood or glass fiber installed securely in place or 1/2"gypsum board. COMPLY WITH ASTM F 2000. THE OPENING 3'-6" SIDING MATRL �.{ Q .� � DEVICE AFTER OPERATION TO RELEASE THE ~ °� DEVICE SHALL ALLOW THE WINDOW TO M „a [NY)915.3.3 Residential Buildings and Commercial Buildings FULLY OPEN TO MEET THE CLEAR OPENING W r l 45 ' O With an Attached Motor Vehicle Related Occupancy A D V bA °O .0 p y AS REQUIRE TO MEET EGRESS R310.2.1ct g 10 x Carbon monoxide detection shall be installed in a central or otherwise approved O ^ 'd al location in each occupiable space in a commercial building and within 10 feet of the entrance to sleeping areas and sleeping units in residential buildings 26'-2"t 19 ' ' " � and commercial buildings that: WINDOWS, EXTERIOR FRENCH & SLIDING DRS -6"± 14-4± t-Fj, APlans indicates ANDERSEN series 400 W/BLACK FRAME NEW EXTENSION , -�`" �Cg� E 1. Have a communicating opening with an attached motor vehicle related occupancy, accessories and interior finishes as selected by Owner. so'0"± 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. Model Numbers and shall be In accordance with R609 To be designed &installed as per manufacturers KEY ; - e, .a specification for 130 ultimate design wind speed _ F lid and Table 301.2(2), 301.2(3) 10'-0" PLATE AREA SCHEDULE _ Provide HP LOW- E4 lass; U = .30, SHGC= .30 HEIGHT EXISTING EXTERIOR&INTERIOR WALLS TO 'e, EGRESS: shall meet R 310 NOTE: NAME AREA BE REPLACED WITH NEW WALLS PER PLANS 1 ST FLOOR PLAN WINDOW FALL PROTECTION: shall meet R312.2 ALL FIRST FLOOR FIRST FLOOR AREA 1796 sq ft. ADDITIONAL NEW 2x6 EXTERIOR WALLS DOORS ARE 8'-0"HIGH SCALE: 1/4" = V-0" GARAGE AREA 360 sci j _ _ _ _ ] WALLS TO BE REMOVED I I t� . . N O > o F— Z 00 z z ti O � o Lu VW � Q WQ � Z o 0 C� Q wWo Z Urn _0 Qad 4611" ol I Q JU _ (U) co0 Q F- 00 cn A V-6" N 9 25'-1 Y"" y_ I y EN i ` 2EL2 01 N d U 43 p a N 44 I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I P4045 CW145 EGRESS CW14 N"._ o`o y v o C) n�,u 2 c `o m� �11 n`o c 3 3 2x10 FAN 2-2x8 FUR OUT WALL \ f f a c R 3 r o t m 3 0 ® AT FLUSH FLITCH BEAM I sz o o .0 n° , ,. W � UL� ay = O -= YO Uy Occ19-31/�" cr yc Gs w omocaL C c 1O cw � o004 � oto = - E o �Zc ° iBATHROOM mO2 Qty c$@ to � D y � -� on CLG D o c2 0 @ V-0" @ y-roff o 1 F cc 0 Q W o cn W ri (D= BEDROOM#3 ~ f ¢ z g FAMILY ROOM Q 0 _,_j FLAT CLG 10 FLAT CLG o: z a U 0 @ g'_p" @ 8'-0„ o W U x N N d 2'-6" N U U " f xx x �x( e N x N M I i N N N r c0 r-------------9 o I N i __ i (1)1.314" x 14"LVL RIDGE BOARD 4 - - - - - - - - - - - - - - - - - - --+=-- =3 ��- -+-•- - - - - - - - - - - - - - - - - - - - - - - - - f 'v C SMOKE ----------- SEALBINSULATE f g i o ALARM O 2'-6" SMOKE O ATTIC ACCESS PER o o w ALARM SECT.1102.2.4 o a SEE DET ON DWG-3 U f� 0 c coC - " �d iv ALARM co io Ua°Da f `Q r' Fes- D N cn co i c cn cn Lu III I W �~ W 0 c i ¢ zg < zg W o wU Mu UU .- U U I N C-4x x \ �' nl N d N d i N N N ti OT N N N U I I o IT-11"/z" V-8Yz" qL co N I p FW— "" N O { 3-2x10 I 2-2x8 2.2x8 2-2x8 I N z f 9 "1 VI,_ I i � to I ----- - - - - ------ - - Lu Q P4045 CW145 EGRESS a CW145 EGRESS CW145 CW145 i coLu uj L — — — — — — — — — — — — — — — — — — — — — --�— — — — — — — — — — — — — J O J I— — — — U W U LL tzi ifl I o I Z N u I � I TEMP GL L — — — — — — — — J �/ V1 A D W rn U o ROOF PLAN w Q SCALE: 1/4" — 1'-0" 3-6" 5'-11'/z" 5'-0" 5'-0" 3'-9Y:" Q �^ ��Cll 18'-3" 7'-11" 19'9" .~ M V w � 1 � U ato 8'-1" PLATE HEIGHT ,."c, j Ell^ 2ND FLOOR PLAN NOTE: SCALE: 1/4" = 1'-0" ALL SECOND FLOORr*,:,. ' � DOORS ARE 6'-8" HIGH AREA SCHEDULE °. NAME AREA ., of i; SECOND FLOOR AREA 1047 sq ft. (;r�' ��„�'`g'� • i IN 12 12 �8 8IN IN CD TOP OF PLATE N O >' o F— Z 00 STA JDINC SEA MET L RO F Z O 01. T 0 E L F Al" I ~ 00 Q Q jy�j� N O ~ 0 12 Z Q U 4 UTTERS&LEADERS AS REQUIRED TOP OF SUBFLOOR w W W J TYPICAL - - - - - - - - - � z Q 05�� TOP OF PLATE Q W Q Z oDU hil Q Wwo Z U � o F= Q < Q o n Q Lo ( � QU) CD 000 WOODS PSA�f�111LANDING TO GRADE. ,�NDRAIL& GUARDR eM EQUIRED BY CO E TOP OF SUBFLOOR y — - - E TOP OF FOUNDATION o c Ell f - - - - - - - - - - �,� 2E � 2onoL pill EXISTING GRADE o o c v,3 T t I I I t t "� ccZ� `° C°ia�iy � � ' I I $ am n o 0 � � m Ic a a �- m•S� ° a °� 80 to RIGHT ELEVATION y UY Oi mun� 2co ma � a'� E ° I I 1. J � SCALE: 1 /41 - -011 9� Ec I I � o � c�.uCi C — — — I TOP OF FOOTING a 'z c .0�..tC N'UE UC c a) cn .E= u cn cac nm 0Uw � ° Mma' a Q HmEa-oo _ - — - _ _ _ TOP OF ROOF GUTTERS&LEADERS STANDING SEAM METAL ROOF: BLACK S REQUIRED 7.5"FASCIA: BLACK WITH SMOOTH SOFFIT TYPICAL TYPICAL TOP OF PLATE M Q N W 04 12 cv z OP PLA E r; C14 SMOOTH T&G VERTICAL SIDING C CAE L HI C C L LASHIN co W Q P C L IC io OCn J N ~ U W Q 12 M U FLUSH ©3 RAKE TOP OF SUBFLOOR O U) F U TOP OF PLATE TOP OF PLATE FIX GL 48"X72" �4 ANDERSEN WINDOWS AND SLIDING DOORS OP OF LANDING 400 SERIES CASEMENT - - O BLACK FRAME O CD ." /// TDAL N S / - N c:) 4 RA E DO °o O � W � E E R_ TOP OF SUBFLOOR _ p / / / / / — — _ _ TOP OF FOUNDATION h� H / / / // - - -- - - - ^ = EXISTING GRADE M u bi) 20 I i C) o FRONT ELEVATION I I D `���°�� SCALE: 1 /4" = 11-011 I SEEM CI —TOP OF FOOTING — — — — — — — — — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — — — — -- — — — I — — — — — — — — — — — — — •ht „� Diq B f- `" OFF:h3�� i i TOP OF ROOF 12 12 8� �g IN CO EAL D FL SHIN N TYP CAL 0 O TOP OF PLATE f— Z O0 0 oti C< 00 STAI DING SEAN MET L RO F �""' O O 12 Z < V W W 12 4 N V W '--� GUTTERS&LEAD Q STOP OF SUBFLOOR z CC AS REQUIRED Q W C TYPICAL TOP OF PLATE Z O Q � w0 Z 0 < < o p � c~i� � 0 cac0 I— 00 cn Era _ — - GbP OF SUBFLOOR °'u o rn of P OF FOUNDATION 2 0 .DccZa ° y � � � ca m 1 I 1 I I I I I .51012 a m o '� Q o 1 1 N °.0 w. U 'M ' I LEFT ELEVATION I I I ; ; I L J I I I L _ _ _ J I I I L L CI C N d w O E SCALE: 1/4" - V-0" ' ' �_ ° _r ° I I EMERGENCY ESCAPE I � � d � C°a.p �C y �y°-C N AND RESCUE I E' _.N ° ¢w U o °m o I I WINDOW WITH WELL I `6 w e 1 — — — — — — — — -- — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — �- — — — - a� c n E c m w a 0 � I— — — — — — — — — — — — — — — — — — — — — — — — — — I — — — I — — — — — — — — — — —- — — — — — -- TOP TOP OF FOOTING H c°� u�,m ff It- � E a�o a — _ — _ — _ — _ TOP OF ROOF STANDING SEAM METAL ROOF: BLACK ST NDIN 3SEA A ME'IAL R OF 7.5"FASCIA: BLACK WITH SMOOTH SOFFIT GUTTERS&LEADERS AS REQUIRED TYPICAL SMOOTH T&G VERTICAL SIDING TOP OF PLATE CM ❑ N W 12 12 C _ N O 11 11 ch Z _ N �, CA 00 W ❑ Q 11 INANDERSEN WINDOWS AND Do (w W O - J SLIDING DOORS BLACK FRAM C C L D F A IN _ �— Ic � U W �4j N O (A 1z - 3 2 TOP OF SUBFLOOR TOP OF PLATE �H rah/ H O U F-+ O TOP OF SUBFLOOR — _ - TOP OF FOUNDATION Irni - - - - - - W M r 1 � .4 O �,,,/ C l do o ' ' ' ' ' ' ' ' ' REAR ELEVATION �� 0 L J L J L J L J L J I SCALE: 1 /4" = V-0" I � —TOP OF FOOTING � F0 Ifl4� � I R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF RIDGE BOARD NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF R802.4.6 COLLAR TIES IDGE BOARD ALL ROOF SURFACES TO A POINT NOT SHALL BE NAILED with 4-10d LESS THAN 24 INCHES INSIDE THE BOX NAILS IN ACCORDANCE TYPICAL ROOF CONSTRUCTION EXTERIOR WALL LINE OF THE BUILDING. WITH FASTENING SCHEDULE Metal Standing Sem Roof ON ROOFS WITH SLOPE EQUAL OR GREATER • R802.4.6 COLLAR TIES THAN 8/12,THE ICE BARRIER SHALL ALSO BE 1 i 1 fasteners per manufacturers specification ?+ SHALL BE NAILED with 4-10d APPLIED NOT LESS THAN 36"MEASURED ALONG 12 '` ` 12 and R905 OF THE NYS CODE. BOX NAILS IN ACCORDANCE THE ROOF SLOPE FROM THE SAVE EDGE OF THE 2x4 CT @ 48"oc RAFTERICEILING J01ST HEEL WITH FASTENING SCHEDULE BUILDING g 8 JOINT CONNECTION Underlayment as per section R905.1.1 & .. �•:: . ;;:� SHALL BE NAIL installed per Table R905.1.1 1 _ NAILED p ( ) TOGETHER IN ACCORDANCE Ice & Water barrier as per section R905.1.2 2x4 CT @ 48"oc WITH TABLE R802.5.2 12 12 ATTIC RAFTERS UNINHABITABLE ATTIC 8"OPEN CELL FOAM-R-30 WITH LIMITED STORAGE SEE DWG-1 FOR TABLE) (Note: Double Underlayment is required 11 11 WITH SIMPSON H2AAT EACH for Roof slopes between 2 on 12 and 4 on 12) CV - RAFTER TO STUD. UNINHABITABLE ATTIC Framing As per plans with 1/2" exterior grade ATTIC RAFTERS WITHOUT STORAGE TOP OF PLATE O O s"OPEN CELL _ _ — _ — _ — _ span rated structural plywood Sheathing, RAFTER/CEILING JOIST HEEL FOAM -R-30 Nail to framing in accordance Fastener ~ z °0 JOINT CONNECTION rn C RAFTER/CEILING Schedules & Strapping per in detail sheet(s). SHALL BE NAILED JOIST CONNECTION O Q TOGETHER IN ACCORDANCE ` `' W/7-16d NAILS EACH END 2X8 LEDGER Flashing per R905.2.8 WITH TABLE R802.5.2 LAG SCREW TO TYPICAL SOFFIT CONSTRUCTION. (SEE DWG 1 FOR TABLE) STUDS @ 16' OC EXT WALL 2X6 Q WITH SIMPSON H2AAT EACH ;.: '' SIMPSON SKEWED BEDROOM#3 3"CLOSED `o c RAFTER TO STUD. TOP OF PLATE _ — _ _ — HANGER @EACH CELL FOAM -R 21 16" gable overhangs-typical c Siding:Azek Closed Join cladding with RAFTER 12" rake overhangs - typical O p g t g 7.5" fascia & 7.5" rake boards. z Timbertech Tongue&Groove boards 12 ENGINEERED �� �� LLJ LJ.I 3/6"x 1-117 @ 16"o.c.P.T.furring strips vertically 4 L/ W FLOOR Trim in azek or equal U W .—I over weather resistant barrier. Attach P.T.2x4 ;' furring strips @ 16"o.c.horizontally thru the vertical JOISTS TOP OF SUBFLOOR smooth solid Azek Soffits z Q cQ furring strips and into the 2x6 studs. 4 j "''" - — ' — ' — ' — ' — Q UJ C installed per manuf specs and NYS code, TimberTech Open-Joint Cladding boards TOP OF PLATE TYPICAL EXTERIOR WALL z o O �(D ,' �? _ _ _ — _ — _ — _ — 1 can be used as a casing around windows or doors. 2x6 Doug-Fir Wood Studs @ 16" OC. Q U) ry V Using Closed Joint Cladding boards will show Double t0 Plate Single Sole Plate. O an exposed groove. TTIC RAFTERS p e an g W FAMILY I OM 8"OPEN CELL FOAM-R-30 1/2" exterior Grade - Span Rated z U) 0) EXT WALL 2X6 EXT WALL 2X6 EXT WALL 2X6 Continuous Structural plywood Sheathing. O (n o 3"CLOSED 3"CLOSED p ea g' Q CELL FOAM -R-21 CELL FOAM -R-21 3"CLOSED Fastened per Fastener schedule. CELL FOAM -R-21 TOP OF SUBFLOOR 4 tyvec House Wrap or equal. n J Cl) p P •.• a-e • o. o•.. ; o.-. . a — - — - — - - — EXISTING o Q ' %• % %• • %• •N TOP OF FOUNDATION— _ _ ENLARGE BEDRM # 1 Siding: Azek Closed Joint cladding EXISTING cladd with Q oLO 0o U) EXISTING SALB ON GRADE 't BEDRM # 2 TimberTech Tongue & Groove boards - VERTICAL ALL EXISTING FOOTINGS 3/8" x 1-1/2" @ 16" o.c. P.T. furring strips vertically SHALL BE AMINIMUM OF M over weather resistant barrier. Attach P.T. 2x436" y G.C. O VERIFY LOW AON SITE. BO_T_OF FOOTING _ _ _ _ furring strips @ 16" o.c. horizontally thru the vertical Q DISCREPANCIES. OF SECTION B NOTIFY TOP OF SUBFLOOR furring strips and into the 2x6 studs. s �'� DISCREPANCIES. — - - — - — - — - — �' TOP OF FOUNDATION 12 installed per manuf specs and NYS code. „ «€ 2 o a o �� �� — - - — - — - — - — - — TimberTech Open-Joint Cladding boards o= �' 2 o SCALE: 1 /4 = 1 -0 ❑® IOU can be used as a casing around windows or doors. 0�g N � o L o t o • XISTING FLOOR c " e, Using Closed-Joint Cladding boards will show W, _ o y o 0 •� CONSTRUCTION EXISTING EXTERIOR m e `j, m y a� Y an exposed groove. a y > aY o BASEMENT CEILING FOUNDATION CONST. c,u, 2 c o m•N o c 3 .: 4):2 0 3 L ►. 3"CLOSED CELL MIN.8"PC WALL ON r,•- ,� o s E? 3 r ° FOAM-R-21 8"X 16"Pc FTG- Continuous load path strapping installed in c m °'� y N w y m NEW EXISTING °° MIN 36"BELOW GRADE ,,, i c 2" �= c_ '�s UNFINISHED UNFINISHED accordance with drawings. Provide Fire t a`_'� . o o.3 € 6 BASEMENT Blocking in accordance w o c=-0 m CO o aa) BASEMENT ��NEc L� E2 oy with R302.11 & R302.11.1 and 2 .z 2 y U 0 TYR BASEMENT SLAB EXISTING BASEMENT SLAB Draftstopping per R302.12 & R302.12.1 s m ;5 8 E y TOP OF FOOTING c0i 0 m a f-- cc E a.=_ a) TOP NEW FLOOR CONSTRUCTION n Rated r 4 PI d S a ubfloo L SING FOOTING 3I oo S A L EXI T S p ;.. SHALL BE A MINIMUM OF R802.8.1 BRIDGING Glued and Nailed in ATTIC RAFTERS 8"OPEN CELL FOAM -R-30 36"BELOW FINAL GRADE. accordance with the fastener schedule.. G.C.TO VERIFY ON SITE. SECTION A RAFTERS AND CEILING JOISTS HAVING ADEPTH-TO-THICKNESS NOTIFY ARCHITECT OF Floor joists and Bridging as per Code. II DISCREPANCIES, RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, SCALE: 1 /4" — 1 ,-0„ DIAGONAL BRIDGING(WOOD OR METAL) ORACONTINUOUS TYPICAL FOUNDATION CONSTRUCTION 1-INCH BY 3-INCH WOOD STRIP NAILED ACROSS THE WITH LIMITED STORAGE RAFTERS OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET in accordance with chapter 4 UNINHABITABLE ATTIC 3000 psi Air Entrained cast-in-place concrete W. wall on cast-in-place Concrete Wall Footing per TOP OF PLATE R403. refer to Foundation Plan for footling size & — - — - — - — - - — - — thickness. Concrete Horizontal Reinforcement 2X8 LEDGER per Chapter 4. & gen note#6. LAG SCREW TO EXT WALL 2X6 STUDS @ 6"OC Damproofing per R406. 2x6 approved 3"CLOSED SIMPSON SKEWED RAFTER/CEILING JOIST HEEL treated Sill Plate (Match existing), Sill Seal EXT WALL 2X6 CELL FOAM -R-21 HANGER @ EACH JOINT CONNECTION And Termite shield per Section R318. 3"CLOSED RAFTER SHALL BE NAILED CELL FOAM -R 21 TOGETHER IN ACCORDANCE Anchor bolts per Foundation Plan and IR403.1.6 co BEDROOM#3 r; GAME/MEDIA ROOM WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) INSULATION SCHEDULE WITH SIMPSON H2AAT EACH lM Q ENGINEERED 12 RAFTER TO STUD. SHALL COMPLY WITH 2O20 IECCNYS INTERIOR WALL FINISH oLU FLOOR �" '�3 N Provide 1/2" Gypsum Wall Board on ceilings O JOISTS TOP OF SUBFLOOR LOCATION and walls except basement walls & clgs - unless N z noted. Min 1/2" Moisture Resistant Wall Board on w o Q TOP OF PLATE BASEMENT CEILING 3" CLOSED CELL FOAM - R-21 Ceiling and all walls in Bathrooms (humid areas) to Lu OP OF PLATE_ _ — _ — EXT WALL 2X6 3" CLOSED CELL FOAM - R-21 rn W - and 5/8 cement board on walls and ceilings in wet areas. O _J BLOCKING 3" CLOSED CELL FOAM - R-21 Provide 5/8" Fire Rated gypsum wall Board on walls v W v EXT WALL 2X6 3"CLOSED GARAGE EXTERIOR WALLS 3 CLOSED CELL FOAM -R-21 and ceiling located as per code, manufacturers O Cl) CELL FOAM -R-21 "CLOSED CELL FOAM -R-21 GARAGE/LIVING AREA WALL 3„ CLOSED CELL FOAM -R-21 requirements and drawings. ALL GLAZING U = .30 SCGH: .30 BEDROOM#2 HALL o N DOORS-LESS THAN 50% GLAZING U = .40 ct os Existing IVING RO 1- Car Garage DOOR-MORE THAN 50% GLAZING U = .30 SCGH: .30 *IF PART OR THE ENTIRE ATTIC WILL BE DECKED OVER WITH PLYWOOD, THE CEILING JOISTS MUST BE DEEP ENOUGH IN ORDER TO FIT THE �y BATT INSULATION SO THAT IT IS NOT COMPRESSED. IF NOT THEN Lil TOP OF SUBFLOOR CLG JSTS WILL HAVE TO BE BUILT UP OR UPGRADED TO THE NEXT SIZE. TOP OF FOUNDATION_ OTHER SPECIFICATIONS: • WINDOWS: Us 0.30, SHGC5 0.30 EXISTING FLOOR • Z 100% HIGH EFFICIENCY LIGHTING (CFL'S OR LED'S) �' v o CONSTRUCTION EXISTING GARAGE FLOOR: —EXISTING EXTERIOR BASEMENT CEILING 4"CONCRETE SLAB • 5 3 AIR CHANGES PER HOUR .� FOUNDATION CONST. 3"CLOSED CELL ALL EXISTING FOOTINGS 4 • Z ALL ENERGY STAR APPLIANCES H Q s* r-' � MIN.8"PC WALL ON FOAM-R-21 EXISTING �l SHALL BE A MINIMUM OF 00 M V 8"X16"PC FTG- .+ MIN 36"BELOW GRADE UNFINISHED 36"BELOW FINAL GRADE. M *� G.C.TO VERIFY ON SITE. R403.6 MECHANICAL VENTILATION SHALL BE PROVIDED THAT W 0 00 BASEMENT NOTIFY ARCHITECT OF MEETS THE REQUIREMENTS OF SECTION M1507 U rO DISCREPANCIES. x N v EXISTING BASEMENT SLAB l' O � 111 R403.7 HEATING AND COOLING EQU IPMENT SHALL BE <�••� ct C TOP OF FOOTING D �SIZED IN ACCORDANCE WITH ACCAMANUAL JBY A r CERTIFIED THIRD PARTY RATER. IG Is,��T 0 1 SECTION C SCALE: 1/411 = 1 '-011 I � I � CONC.PATIO 24'-8" 60'-0" N . . N 16'-6" 26'-6%" O zq 00 z z ti O o r` Q Q i 2'-0"x 3'-0" 3'-0"x 3'-0" 4 N "x4'-0" EXISTING io'-o" 6 3'-o o 0 4 BATHRU- N j Z Q C.7 16'-8" 5-5'/2" fO 22'-6" Lu U W J W EXISTING EXISTING Z o < (D EXISTING EXISTING KITCHEN 4 BEDRM # 1 BATHRM DINING ROO W o� x 7 q 4 Z � (nI� ti M R802.8.1 BRIDGING / q x 9 RAFTERS AND CEILING JOISTS HAVING A DEPTH-TO-THICKNESS z, Existing RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL DIMENSIONS g Q f"- SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, --� U) 2'-6" 2'-0" 1'-6" 1- Car Garage 00 DIAGONAL BRIDGING(WOOD OR METAL) OR A CONTINUOUS Q 04 q `14 RIDGE BOARD 1 INCH BY 3-INCH WOOD STRIP NAILED ACROSS THE N CY is cv N R802.4.6 COLLAR TIES RAFTERS OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET N SHALL BE NAILED with 4-10d V-6" 2'-6" BOX NAILS IN ACCORDANCE q WITH FASTENING SCHEDULE X EXISTING q EXISTING LIVING RM Q o a y `� BEDRM # 2 EXISTING - ------- --- x 2x4CT@48"oc E' °12 �, O , , R w N F O a�L BEDRM # 4 8 a � i « 1 N 1 N 1- N 1- N I M :•1•.. • •� IQ L1 12-0 2-0 11'0" 19 6 io 13 9 ATTIC RAFTERS ,9 8"OPEN CELL FOAM-R-30 v= \N $ �, ` ff=Y o o UNINHABITABLE ATTIC -ISo a °A o �' --0D STORAGE WITH LIMITED a 1 I 'P• - air Y m� ayi - RAFTER/CEILING JOIST HEEL 0 3 r o c 3 8'-0"x 4'-0" o JOINT CONNECTION ii SHALL BE NAILED ° $ a°� c y m $ rn ' `' TOP OF PLATE m fp TOGETHER IN ACCORDANCE ' — _ — _ — _ — _ ___ _ _ y N c c � °' `o - •. 3'-0"x 4'-0" 3'-0"x 4'-0" ',; CONCRETE PORCH "' q 8'-0' WITH TABLE R802.5.2 :.�•:. I t n.o c� w a a `0 3� c i (SEE DWG-1 FOR TABLE) ::';i c ° o w o 2 FUR OUT WALL a� c m �' -7E ____________ WITHSIMPSONH2AATEACH R802.5.2.1 LAPPED JOIST s ° L°c r E �' c c• RAFTER TO STUD. {C t•:i AT FLUSH FLITCH BEAM �' '��' Q c�i 0 o LAPPED NOT LESS THAN 3". Rn � c SHALL BE NAILED 16d m c n E m m o ° 3'-2" 8'-0" 3'-2" COMMON NAILS IN ACCORDANCE X8 LEDGER c°) aim v F- ca E a—o n TOP OF PLATE WITH TABLE R802.5.2 ON DWG•1 LAG SCREWBATHR OM STUDS @ 16"OC 2V-2" 19'-6" 14'-411 - - — - — - — - — - — SIMPSON SKEWED HANGER @ EACH 60'-0" RAFTER 0 AS - BUILT "' '' iz TOP OF SUBFLOOR l 8 N 1STFLOORPLAN TOP OF SUBFLOOR - - - - - - - - - _ — _ — _ _ SCALE: 3/16" = V-O" TOP OF PLATE ENGINEERED • �� FLOOR - - - - - _ - - 4 _ — VENTS: ,A JOISTS P3103A ROOF EXTENSION FLUSH FLITCH OPEN VENT PIPES SHALL *,z BEAM EXTEND MINIMUM 6"ABOVE r !? THE ROOF OR 6"ABOVE THE c"\v co ATTIC RAFTERS EXT WALL 2X6 ANTICIPATED SNOW ACCUMULATION. JL 4«VTR JL 4"VTR ROOF SIDING:AZEK CLOSED JOINT CLADDING WITH 8"OPEN CELL FOAM-R-30 3"CLOSED TIMBERTECH TONGUE&GROOVE BOARDS ;;.,: CELL FOAM -R21 0 P3103.2 FROST CLOSURE: 3/8"X 1-1/2"@ 16"O.C.P.T.FURRING STRIPS VERTICALLY WHERE THE 97.5%VALUE FOR OVER WEATHER RESISTANT BARRIER. ATTACH P.T.2X4 ANTR KITCHEN OUT-SIDE DESIGN TEMP IS 0 DEG F `------_ _ FURRING STRIPS @ 16"O.C.HORIZONTALLY THRU THE VERTICAL �`L OR LESS.VENT EXTENSION THROUGH ---,__ 2" FURRING STRIPS AND INTO THE 2X6 STUDS. r A ROOF OR WALL SHALL NOT BE LESS -`---' INSTALLED PER MANUF SPECS AND NYS CODE. THAN 3"IN DIAMETER. ANY INCREASE ' TIMBERTECH OPEN-JOINT CLADDING BOARDS IN SIZE OF THE VENT SHALL BE MADE CAN BE USED AS A CASING AROUND WINDOWS OR DOORS. N NOT LESS THE 1 FOOT INSIDE THE USING CLOSED-JOINT CLADDING BOARDS WILL SHOW p LLI THERMAL ENVELOPE OF THE BUILDING, AN EXPOSED GROOVE. OP OF SUBFLOOR TOP OF SUBFLOOR N O;1 112" 1 1/2" 1 1l2" 1 1/2" - — - — - — - - — ,. . — - —� - — - — - — - — TOP OF FOUNDATION 0 Z N � 2" 72' '7 EXISTING FLOOR W Q CONSTRUCTION LLI I_7 2 ND FL. b 0 J 3' 2 ALL EXISTING FOOTINGS EXISTING XISTING EXTERIOR NEW BASEMENT CEILING FOUNDATION CONST. 0 Cn SHALL BE A MINIMUM OF e: UNFINISHED UNFINISHED 3"CLOSED CELL FOAM-R 21 4 MIN.8"PC WALL ON 36"BELOW FINAL GRADE. � G.C.TO VERIFY ON SITE. ; BASEMENT BASEMENT 8"X 16"PC FTG- NOTIFY ARCHITECT OF MIN 36"BELOW GRADE b .�-, DISCREPANCIES. •� 2 __ - 2" r 2" TYR BASEMENT SLAB EXISTING BASEMENT SLAB 2 - i n — _ — _ —TOP OF FOOTING M� 1 1 I 11/2" ; 1 1/2" ; 1 1/2" 1 1/i 11 1/2" ;1 1/2" 3" 1 1/2" ;1 1/2" 1 1/2" 2" MCI pW WASHER 72' z" �2- I 1 • 1 , 1 ST FL. .� SECTION - A 1 I 2 3" 311 3" 2' 2` SCALE. 1 /4 - 1 -0 REFER TO DRAWING 9 FOR TYPICAL NOTES M 4"FAI W U -0 P� � o co co � ~ b � � O x � NU � �i oa 11 TO THE EXISTING SUFFOLK COUNTY 4 APPROVED SANITARY SYSTEM � PLUMBING RISER DIAGRAM � p Not to Scale x �i 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 �QAr 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS �, .� MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 OF P•E�� I I _ I 001 TItIUOUSLY SHEATHED_ BRACED;','AkLL urj CCryTINUOU�LY TN=� BRACING METHOD BRACED WALL PANEL.a E="cE"s.ALL u:,E CS•WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 2-1 2-2 2-A 2-B WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10,4 page 185 BRACING METHOD CS-WSP GB CS-WSP CS/WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP '"i i -Z� CS•P F CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT).b 20 22.5 24,5 25 29.5 29.5 22.5 16 16 38 38 . PORTAL FRAME DETAIL#3,DWG-2 HOLD TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 30" 48" 48" 30" 30" 30"/48" 30" 24" 24" 24" 24" RETUP. DO1AIN ` PANEL DEVICE BRACED "ALLP.ANELAT TABLE R602.10.3(1)Page 160 REQUIRED BRACING LENGTH(FT) 4 9.4 9.5 9.75 11.5 11.5 9 3 3 7.5 7.5 f BRa,CE� ALL PANEL AT '.. E"vC OF E P,L;ED NiALLLII:E END OF BRACED:11.+'•ILLJr1E GB GYPSUM BOARD 10,MAX �I I 20'111 I _ 10'MAX END CONDITION 1 END CONDITION 2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c BRACED WALL NOTES: Bb'VL3 BWL2 BWL1 cart-IGUOUSLYSHEA-.HED CarrTltUOUE.LYSIiEAT+EC REFER TO DETAILS ON DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 Cfl C v I. _ , - � FOR HOLDOWNS,STRAPPING,BRACED (V A\NI "� ,� m WALL DIAGRAMS AND DWG-1 2. ROOF EAVE TO RIDGE HEIGHT 1 .98 .98 .98 1 1 .95 .95 .95 .95 .95 O O t $ FOR NAILING SCHEDULE. ALL BRACED FE WALL PANELS SHALL BE FULL-HEIGHT {-' SECTIONS OF WALL WITH NO VERTICAL 3. WALL HEIGHT 1.10 1 1 1 1 1 1 .9 .9 .9 .9 ~ F l Q OR HORIZONTAL OFFSETS, Z IFo_ :,aBWL 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1 1 1 1 O 0 ~ xUJ 30BRACE WALL LINE RETURN 5. ADDITIONAL 8001b HOLDOWN DEVICE FANEL C LU �+� :� 4E-MINIMUN BRACED YVALLF411EL ID MAX FIPETER.-".^.EC cps+ �3 v �;�' 'Yl' A-END OF BRACE C Vi++LL LINE WA.LLPANEL 6. GYPSUM BOARD OMITTED •£EE PE'MIoE'.IENIS END CONDITION 3 END CONDITION 4 1• BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 7. GYPSUM BOARD FASTENING .7 O CONTINUCLILY EwEATLEC 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10,7 REQUIREMENTS U) - 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE 8. HORIZONTAL BLOCKING IS OMITTED Z U 10 MAX 2 2 2 2 Q SHALL BE OFFSET NOT MORE THAN 4 FEET. `' � �'�,•�� _ _ _ _ _ _ J Return panel: 24"for braced wall lines sheathed with W W W 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL RESULT REQUIRED BRACED WALL LENGTH FT 6.4 9 13.5 14 15 15 11 6 6 13 13 V Qc Z. wood structural panels THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. ( ) ��- 20'MAX I I 20'MAX I 32"for braced wa"I lines sheathed with 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL FT 9 z G NOTE:CONTINUOUS structural fiberboard END OF ABRACED WALL LINE P 9 ( ) 0 W 5HEATHING METHODS ;/ / 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL Z Q Q 0 REQUIRE ALL FRAMED � 'i j�: Distance D: 24"for braced wall lines sheathed with PANELS SHALL BE NCT GREATER THAN 20 FEETAS PER FIGURE PER PLAN BRACING LENGTH PROVIDED (FT) 9 9 14.4 21.83 19.5 19.5 16 16 13,83 19 16 O l�. PORTIONS OF THE BRACED �/ - .fir ,� WALL LINE TO BE SHEATHED. wood structural panels R602.10.2.2 COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y t� U) W EOC� U) 32" for braced wall lines sheathed with t`. i�� Y^L C�NN Fl==reRa-E� structural fiberboard z CEb9Z-E WALLP-'NEL a.Linear interpolation shall be permitted O w 0� O END CONDITION 6 bra Hold-down the average dimension shall be permitted to be used for braced wall line spacing. ~ Q Fz - device: braceedd wall panel closest to the corner and capacity fastened to the edge Of the b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, Q Q Q Q (/) _ to the foundation or floor framing below ABBREVIATIONS; BWL=BRACED WALL LINE, L0 BW=BRACED WALL, For Sh 1 Inch=25.4 mm, i foot=305 mm,11b=4.45N CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL O FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING N C E2 o c I I I w� ooB 4'-0" 22'-6" 29'-6" 4'-0" w d o a 0 z O +L., € .WC 2 0 a O C C � m O U O f0V N r°U _ O C y O C I a o N d 0 O C O 0 •Q O O'er a Q y 7 J N O.� -O 8, y'ig`�S I I y-c � Oin in NLNa E3:a 1 3'-0 g ML94'-0 3_0 0) dZ' NCO O , D) Co._ . CO L N4) O7.dC_ � ya - CSPF vc 0OLc V'OoCS-PF C G U 0C P. Da EO*6C 0 N2UL Q C N � " 8- NO LNE-ffi ma - 0LroE `U in ca , ► CL. 0 aU BWL 1-1 I ---- -- ---------------------------- ---- ----- ----- ' � I I I I I O GB METHOD O: I Lf7 3 TABLE R602.10.4 4'-0" I 37'-11" I 4_0 N m 7"O.C.AT PANEL EDGES I U INCLUDINGTOPAND I BOTTOM PLATES,7"IN FIELD NOTE:HORIZONTAL BLOCKING MAY BE OMITTED 91-0%1 I ALL HORIZONTAL JOINTS _ D AND m AS PER THE WIND ADJUSTMENT FACTORS; ¢ I 5'-3 7/16" FRAME CONNECTIONS N I TABLE R602.10.3(1),TABLE R602.10,5,TABLE R602.10.3.(2) N I I I ' J 3 I AS PER DETAIL 2 ON DWG 2 m l i 4'-0" m 1 I I 4'-0" i CS-WSP 1 .1 901/11 ' Z I FS-WSIP CS WSP ( CS-WSP _ - O CS-WSP ( GB METHOD n to LO ( O CD O m ' - - -- --- -- ----------- ------- -- -*--- I Q BWL 1-3 M_ -� - m oW --- ----Ct ----ti --- �- ------- " - ------------- -- i --- n- - - - V rrnn I --- ------- --II---- o - -- BWL LLI 0. -------- N Oa -- - - zm N W CD O " L)w 3'-4 Q^. [n gmJ I I N _J °° Jn m0~L m co LU0<. I Q U I caLLI QI¢io = r¢� I I 0 u ¢U.� CDZ`o C) I I 0 �Zo ZWco i F- 1 Wco � W co (0 ;2 I I ;2 Of i o'm o=m moF J� mom I j C o CV ono I I ZZM r p3rW CV 00�� 3 I I �=o I I TV^ h a L) w d =WW F- W I I H arum I I BWL2_2 F am ¢ Gm CQ CD Cn CS-WSP CS-WSP CS-WS I I CS WSP v W '>-i O --------- ------ ---- --- -- ------------------- - ----- BWL1-a -, m - CS-WSP ------- CS-WSP 1�{ 6'-61/r3' 4'- I '-7 5/ 6„ o (n iEn o o M � 9 5/16 I�-� IU v 3'-21/i 3'-21/i U b c rq CS-WSP I CzCz 4'-0" I 37'-11" I 4'-0" I 5'-811/16" J /�. �,• o NOTE:HORIZONTAL BLOCKING MAY BE OMITTED I ,- „ ,- „ ,- „ , 0- „ f ;4+ 4 0 22 6 29 6 4 AS PER THE WIND ADJUSTMENT FACTORS; I TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) 2ND FLOOR WALL BRACING PLAN 1 ST FLOOR WALL BRACING PLAN 7. F SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" � �~ I I