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HomeMy WebLinkAbout48946-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 48946 Date: 2/22/2023 Permission is hereby granted to: Esteves HIdg Cor 90 Sunset Ave Selden, NY 11784 To; construct single-family dwelling as applied for per SCHD approval. At premises located at: 460 Duck Pond Rd Cutcho ue SCTM #473889 Sec/Block/Lot# 83.-4-17 Pursuant to application dated 12/13/2022 and approved by the Building Inspector. To expire on 8/23/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,678.00 CO-NEW DWELLING $50.00 Total: $4,728.00 Build ctor TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 4F °� Telephone (631) 765-1802 Fax (631) 765-9502 1��1ps://www,sc)utlioldtownn' .zov Date Received SIIBUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector:, DEC 1 3 2022 Applications and forms must be filled out in their entirety. Incomplete ) NG applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12-7-2022 OWNER(S) OF PROPERTY: Name: Esteves Holding Corp =CT"1000-83-4-17 Project Address:460 Duck Pond Rd, Cutchogue NY 11935 Phone#: Email: Mailing Address: CONTACT PERSON: Name:Jerry Cibulski Mailing Address: Phone#:631 -404-2507 ]Em:ail:JerryCibulski9gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email CONTRACTOR INFORMATION: Name: North Fork Building Co Mailing Address: Phone#:631 -244-6911 Email:Jon@NorthForkBuildingCompany.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair []Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes El No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes RNo IF YES, PROVIDE A COPY. R )"lack BOA After Readung'w 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 me):Jerry Cibulski RAuthorized Agent ❑Owner Signature of Applicant: Date: 12-8-2022 CONNIE D. BUNCH STATE OF NEW YORK Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County ,,.�� l/ COUNTY OF ) Commission Expires April 14, 26) T being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 ,20DD. Notary Public P111:1011PERTY 0WINEIR Mfl1 Ilf 111 Tlllel (Where the applicant is not the owner) Manny Esteves 80 Sunset Ave, Selden NY I, residing at Jerry Cibulski V �" , � �° � do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. 12-8-2022 Owner's Signature Date Manny Esteves Print Owner's Name 2 11 vOUF Scott A. Russell WAB IL �C']E]C� SUPERVISOR AG]EME NT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 . Town own of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT 411 ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) Owner, Design Profession �.._ APPLICANT: (Property g al, Agent, Contractor, Other) 'I NAME: ,i Date: f � ��tyb XACtl.4dv:' Z � ' Contact Information: (E-Mail&l-elephone Number) q �f L _ l IiI44� �. fC�itIi PropertyAddress / Location of Construction Site: I� I S.C.T.M. # 1000 � � District I S3 Section Block Lot 4. _ _ _ TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! ) ��(( � I ® � Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Re aired . Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly l to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit y DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. 9 - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN ;4 a S.P.D.E.S. Permit throe h the Southold Town En ineerin De artment l f Prior to Issuance of a Buildin.. Permit. j /IZO 3 -• ...�.�� ���.. �� .. ._ " � Revre�nedB i C � Date �6 FnR M # CM('P-T()C nrtni-)PT- 7n 14 IR CGenerated by REScheck-Web Software 1001*1�(J Compliance Certificate Project 460 Duck Pond Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,726 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 460 Duck Pond Road Jon Grano Robert Higgins Cutchogue, NY 11935 850 Lincoln Avenue 50 Hidden Acres Path Unit 10 Wading River, NY 11792 Bohemia, NY 11716 631-208-3351 631-244-6911 rarchibiob@aol.com anna@igranocontracting.com 0 1111 I&IN 1110 110 IN I Compliance: 2.8%Better Than Code Maximum UA: 998 Your UA: 970 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 minlmum-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. S elo bli Prop.Cavity Cont. Prop. Req. Perirrketer Ceiling: Flat Ceiling or Scissor Truss 1,825 38.0 0.0 0.030 0.026 55 47 Vaulted Ceilings: Cathedral Ceiling 1,814 30.0 0.0 0.034 0.026 62 47 Above Grade Wall:Wood Frame, 16"ox, 5,354 21.0 0.0 0.057 0.060 243 255 Front Door:Solid Door(under 50%glazing) 48 0.400 0.320 19 15 Above Grade Windows and Glass Doors: Wood Frame 1,048 0.300 0.320 314 335 SHGC: 0.30 Garage Wall: Wood Frame, 16"o.c. 315 21.0 0.0 0.057 0.060 17 18 Door to Garage: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Knee Walls: Wood Frame,16" D.C. 535 15.0 0.0 0.077 0.060 40 31 Door to Attic Space: Solid Door(under 50%glazing) 17 0.400 0.320 7 5 Floor Above Garage:All-Wood joist/Truss 503 30.0 0.0 0,033 0.047 17 24 Floor Above Mechanical Room:All-Wood joist/Truss 384 30.0 0.0 0,033 0.047 13 18 Project Title: 460 Duck Pond Road Report date: 03/04/22 Data filename: Page 1 of 10 Gross Assembly 1 Perimeter Basement Walls:Solid Concrete or Masonry Wall height: 9.0' Depth below grade: 9.0' 2,142 13.0 0.0 0.051 0.059 108 125 Insulation depth: 9.0' Basement Bedroom Windows:Wood Frame 30 0.300 0.320 9 10 SHGC:0.30 Basement Exposed Wall: Solid Concrete or Masonry Wall height: 9.0' Depth below grade: 0.0' 324 13,0 0,0 0.083 0.059 20 14 Insulation depth: 9.0' Basement Entry Windows and Slider: Wood Frame 86 0.300 0.320 26 28 SHGC: 0.30 Mechanical Room Wall: Wood Frame Wall height: 9.0' Depth below grade: 9,0' 259 13,0 0.0 0.049 0.059 12 14 Insulation depth: 9.0' Mechanical Room Door: Solid Door(under 50% 20 0.200 0.320 4 6 glazing) Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculationq submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in RES OUTe stun : RFSchec Web an to corn 'y + ith the mandatory require ents listed in -he-REScheck Inspection iec st. Rame-Title Signa4 Dat Project Title: 460 puck Pond Road Report date: 03/04/22 Data filename: Page 2 of 10 REScheck Software Version) : REScheck-Web LNr Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided, Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 1031, :Construction drawings and ❑Complies „Requirement will be met. 103,2 [documentation demonstrate ❑[°roes Not [PR111 ;energy code compliance for the a ❑,Not Observable building envelope,Thermal 9 ❑Not I envelope represented on Applicable construction documents. 103.1, ;Construction drawings and ❑Corroplies „Requirement will be met. 103,2, 'documentation demonstrate �t�oes Not 403,7 energy code compliance for „ [PR3]1 :lighting and mechanical systems, i ❑Not Observable Systems serving multiple k ❑Not Applicable dwelling units must demonstrate I "compliance with the IECC " BCommercial Provisions. i 302,1, Heating and cooling equipment is° Heating: ; Heating: ;❑Complies Requirement will be met. 403.7 i sized per ACCA Manual S based Btu/hr : Btu/hr I❑Does Not l [PR2]2 on loads calculated per ACCA l� I Manual J or other methods Cooling; Cooling: :❑Not Observable I Btu/hr ; Btu/hr l❑Not Applicable ;approved by the code official. " M " � N " Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) I , 1 Low Impact(Tier 3) Project Title: 460 Duck Pond Road Report date: 03/04/22 Data filename: Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Re .ID 402,1.1 Conditioned basement wall R- R- Complies ;See the Envelope Assemblies [FO4]1 hnsulation R-value.Where interior' R- R- ❑Does Not ;table for values. v 4sulation is used, verification may need to occur during IDNot Observable :insulation Inspection. Not Not Applicable required in warm-humid locations+ n a I On Climate Zone 3. ; 303.2 ;Conditioned basement wall []Complies q irement will be met, [FO5]1 ~insulation installed per ❑Does Not Mmanufacturer's instructions. + x []Not Observable _ ❑Not Appilcable 402.2.9 ;Conditioned basement wall I ft a ft „❑Complies „See the Envelope Assemblies [FO611 ]insulation depth of burial or a R ❑Does Not table for values. %distance from top of wall, ,❑Not Observable l❑Not Applicable a 303.2.1 ;A rote ��_......_.a_._.�. ......-.....„�...._ �.......� pctive covering is installed ❑Complies I Exception: Requirement is [F0,1117, Ito protect exposed exterior �, ❑Does Not a not applicable. ;insulation and extends a ;minimum of 6 in, below grade, ❑NoY Observable n I 1DNot Applicable [FO12] controls installed. _ a 403.9 ~,Snow-and ice-meltin system z g y Complies RException: Requirement is I stalled, 9 ❑Does Not not applicable. a ❑Not Observable l NotApplicable p Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3] Project Title: 460 Duck Pond Road Report date: 03/04/22 Data filename: Page 4 of 10 Section Plans Verified Field Verifled # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & RegAD 402.1.1, ;Door U-factor. ; U- U- I❑Complies ISee the Envelope Assemblies 402,3.4 t :❑Does Not .table for values. [FR1]1 u I L� { ❑Not Observable n ❑Not Applicable „ 402.1,1, 'Glazing U-factor(area-weighted U- U- '❑Cemplles ;See the Envelope Assemblies 402.3,1, [average). U❑Does Not ;table for values, 402.3.3, . 1 „ 402.5 . I❑Nat Observable a [FR2]1 ,' ❑Not Applicable 1 , 303.13_._._-..............®__ _ + .... U-factors of fenestration products 4 ❑Complies „Requirement will bemet. [FR4] .are determined in accordance „ ;with the NFRC test procedure or10, ❑Does Not N `� 'taken from the default table, ❑Not Observable ❑Not Applicable [ installed per manufacturer's l 402.4.1.1 Air barrier and thermal barrier ❑Complies ;Requirement will be met. FR23]1 p ❑Does Not instructions. a 1 ❑Not Observable g� ❑Not Applicable 402.4.3 Iis listed and AAMA JWDMA/CSA�01t 5 2/A440 ODoes Notmpiles !RequFenestration that is site built irement will be met. t. as meeting / ¢� or has infiltration rates per NFRC ❑Not Observable X400 that do not exceed code P [Not Applicable limits. 402,4,5 lIC-rated recessed lighting fixtures ❑Complies l Requirement will be met, [FR16]2 'sealed at housing/interior finish ❑Does Not Cand labeled to indicate 52.0 cfm leakage at 75 Pa. ❑Nat Observable 9 ❑Nat Applicable 403,3.1 (Supply and return ducts in attics Elcomes plies "Requirement will be met, [FR12] insulated >= R-8 where duct is l>= 3 inches in diameter and >_ ] R-6 where< 3 inches.Supply and ❑Not Observable K return ducts in other portions of ❑Not Applicable u the building insulated >= R-6 for &diameter>= 3 inches and R-4.2 .for<3 inches in diameter, g p boxes are sealed with ` Does Not 'Requirement will be met 403.3.2 Ducts, air handlers and filter ❑Conplies „ [FR13] ❑ �iolnts/seams compliant with " ;International Mechanical Code or []Not Observable ' .International Residential Code, as ❑Not Applicable applicable. �. 403.3.5 'Building cavities are not used as r []Complies :Requirement will be met. [FR15]3 .ducts or plenums. ❑Dues Not 4 ' 9 '❑Not Observable " .-EINot Applicable 403.4 HVAC piping conveying fluids ' R- R- .❑Complies ;Requirement will be met. [FR17]2 .above 105°F or chilled fluids 9 . .❑Doves Not cbelow 55°F are insulated to 2:R- . 3. '❑Not Observable n ” ;❑Not Applicable 1403.4.1 ;Protection of insulation on HVAC ;❑Complies ;Requirement will be met. [FR2411 .piping. u, `❑C�oe�s Not N l "❑Not Observable ❑Not Applicable 403.5o q Hot water r pipes are insulated to w RR - -� � " «❑Complies Requirement will be met. [FR18] a_ M ;❑DoesNat ',❑Not Observable l ;❑Not Applicable L.LLHiglh Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 tow Impact(Tier 3) Project Title: 460 Duck Pond Road Report date: 03/04/22 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? CommentslAssumptions &Re .ID 403..6 Automatic or gravity dampers are ' 3complies ;Requirement will be met. [FR1912 :installed on all outdoor air ,` ElDoes Not !intakes and exhausts. i ONot Observable p PNot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 JlMedium Impact(Tier 2) =3 JlLow impact(Tier 3) Project Title: 460 Duck Pond Road Report date; 03/04/22 Data filename: Page 6 of 10 Section' Pians Verified Field Verified # Insulation Inspection Value Value Compiles? Comments/Assumptions & !y ,,ilk 303.1 All installed insulation is labeled ❑Complies n Requirement will be met. [IN1312 or the installed R-values ❑Does Not provided. v e „❑Not Observab@e 9 = '❑Not Appii'cable 402.1.1, ;Floor insulation R-value. 1 R- R- :❑Complies ;See the Envelope Assembiles 402.2,6 ;❑ Wood Wood G❑Does Not Mtable for values. [iN1]1 tl ,❑ Steel � Steel "❑Not Observable w UNot Applicable " 303.2, (Floor insulation installed per ❑Cornplies ;Requirement will be met. 402.2,8 I manufacturer's instructions and ❑Does Not S [IN2]1 in substantial contact with the underside of the subfloor, orfloor I ❑Not Observable a =framing cavity insulation is in 1 E]NotApplicable !contact with the top side of ,sheathing,or continuous iinsulation is installed on the p s w :underside of floorframing and :extends from the bottom to the : atop of all perimeter floor framing X 402.1.1, :Wall insulation R-value.If this is a 8- I R- :❑Complies pSee the Envelope AssembRes 402,2,5, (mass wall with at least 1/2 of the i❑ Wood +❑ Wood ;❑Does Not Stable for values. 402.2.6 ;wall insulation on the wall ❑ mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ❑ Steel ❑ Steel :❑Not Applicable :requirement applies(FR10), " n , , : k 1 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 :manufacturer's instructions. ❑Does Not 4 : ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ',Low Impact(Tier 3) Project Title; 460 Duck Pond Road Report date: 03/04/22 Data filename: Page 7 of 10 Section Pians Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .Id ........... 402.1.1, Ceiling insulation R-value, ; R- R- I❑Complies ;see the Envelope Assemblies 402,2.1, tr ❑ Wood ❑ Wood ;❑Does Not (table for values. 402'2'2, h❑ Steel ❑ Steel ❑Not Observable 402.2.6 d , [Filp. m I❑Not Applicable p p � i o p f r r i r 303.1.1,1,(Ceiling insulation installed per ❑Compli'es ;Requ!rem entwill be met. 303.2 :manufacturer's instructions. ❑Does Not [F12]1 :Blown insulation marked every 300 ftz. ❑Not Observable ❑Not Applicable air p i �❑❑DoespNof 402.223 insulation ntecl attics eave vents that able Requirement will be meta [1`122] insulation include baffle adjacent extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;:.Attic access hatch and door R�� � R- � ,❑Complies BRequirement will be meta [1`13]1 einsulation >_R-value of the o Does Not adjacent assembly. f � I n !❑Not Observable i Not Applicable 402.4.1.2 d'Blower do - or test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = l❑Complies tlRequirement will be meta [91711 Tach in Climate Zones 1-2, and i �,nDoes Not I<=3 ach in Climate Zones 3-8. °{ Not Observable p i Q❑Not Applicable 403.3.3 i Ducts are pressure tested to cfm/100 cfm/100 '❑Complies ',Requirement will be met. [1`127]1 :determine air leakage with ftz i ftz IlDoes Not i either; Rough-in test:Total leakage measured with a 1❑Not Observable i pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including „the manufacturer's air handler lenclosure if installed at time of i 1 ptest.Postconstruction test:Total w leakage measured with a f (pressure differential of 0.1 inch I ; iw.g. across the entire system including the manufacturer's air i l'handler enclosure. f i 403. cfm/100 y G cfm/100 cfm/100 „❑Complies Requirement will be met. 403,3.4 Duct tightness test result of<=4 1 ft2 across the system or J ft2 l fta f❑Does Not It <=3 cfm/100 ft2 without air ,""handler @ 25 Pa. For rough-in : I❑Not Observable w ;tests,verification may need to r ;❑Not Applicable ; f � w woccur during Framing Inspection. „ 403,3.2.1 'Air handler leakage designated v � ❑Complies ;Requirement will be met. [F124]1 'by manufacturer at<=2%of ❑Does Not :design air flow. I . ❑Not Observable i ❑Not Applicable _- � ':Programmable primary �u ❑Ooe phes ot Requirement will be met. 4Ci3.1.1 Pro rammable thermostats err [I Ig]° winstalled for control of rimar i ,heating and cooling systems and ❑Not Observable initially set by manufacturer to _ ❑Not Applicable f uthermostat installed l ❑Com lies tiException. ,code s specifications, . 403 1. Heat pump p Requirement is [F110] ' Ion heat pumps, R ❑Does Not not applicable. v $ l ❑Nat Observable a � p ❑Not Applicable l z Crculating service hot water u r ❑Complies :Requirement will be met. 403.5.1 [FI11] systems stems have automatic or AnDoes Not accessible manual controls. ❑Nat Observabfe $ 10Not Applicable 1 High Impact(Tier 1) 2 Medium Impact('Tier 2) 3 Low Impact(Tier 3) Project Title: 460 Duck Pond Road Report date: 03/04/22 Data filenarne: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.621 :All mechanical ventilation system ❑ � _ Complies ;Requirement will be met,. [FI25] ;fans not part of tested and listed t❑Does Not HVAC equipment meet efficacy and air flow limits per Table []Not Observable „R403.6.1. ❑Not Applicable 403.2 GHot water boilers supplying heat ❑Complies :Requirement will be met. [F126]2 !through one-or two-pipe heating ;❑Does Not : Asystems have outdoor setback IE]Not control to lower boiler water ❑Not Observable temperature based on outdoor i Applicable 1 tem perature (403.5. r 1.1 Heated water circulation systems � .,.... .mm _ , ❑Complies :Requirement will be meta [F128] Ihave a circulation pump.The ❑Does Not ;system return pipe is a dedicated ` greturn pipe or a cold water supply] [;❑Not Observable 6 pipe. Gravity and thermos- J❑Not Applicable /syphon circulation systems are 1, not present. Controls for Icirculating hot water system pumps start the pump with signal, :for hot water demand within the occupancy. Controls I P pautomatically turn off the pump a when water is in circulation loop is at set-point temperature and no demand for hot water exists. : 403.5.1.2 D Electric heat trace systems ❑Complies :Exception: Requirement is [F129]2 icomply with IEEE 515.1 or UL ❑Does Not :not applicable. :515.Controls automatically ,adjust the energy input to the ❑Not Observable heat tracing to maintain the i ❑Not Applicable desired water temperature in the 'piping. .P 9 403.5.2 ;Demand recirculation water OCornplies 1Requirement will be met. [F130]2 isystems have controls that ❑D yes Not manage operation of the pump ] ;and limit the temperature of the u❑Not Observable water entering the cold water 9` ;❑Not Applicable 1piping to <= 1049F. 403.5.4 'Drain water heat recovery units : ;[ Complies Exception: Requirement is [FI31]2 ]tested in accordance with CSA N❑i)oes Not l not applicable. :1355.1. Potable water-side l ;pressure loss of drain water heat °C]Not Observable (recovery units < 3 psi for 1❑Not Applicable ;individual units connected to one b : or two showers. Potable water- [' ;side pressure loss of drain water 4 9 , connected to heat recovery units<2 psi for ( �ee s three or more :individual units ; ` hoovers. ': •, 404.1 190%or more of permanent ,' ❑Complies ;Requirement will be met. [F16]1 ;fixtures have high efficacy lamps. l❑noes Not i ❑Not Observable a❑Not Applicable 404.1.1 :Fuel gas lighting systems have ❑Complies ;Requirement will be met, [FI23]3 :no continuous pilot light. ❑Does Not d �'J'E]Not Observable ' (❑Not Applicable 401.3 [Compliance certificate posted. -,, ❑Complies :Requirement will be met. [F17]2 ❑Does Not l ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1} 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3} Project Title: 460 Duck Pond Road Report date: 03/04/22 Data filename: Page 9 of10 Section Pians Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 301.33 s:mechanical halved water heating a []Do sManufacturer manuals for plies Not ±iteq�aire neat iil'i k e rr�et. [FI18] Y provided, LJNot Observable Cj'Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Imipact(Tier 2) 3 Low impact(I'ler 3) Project Title: 460 Duck Pond Road Report date: 03104/22 Data filename: Page 10 oflo 1 r Efficiency r.,, i i. .. .: t Insulation Rating, R-Value Above-Grade Wall 21.00 Below-Grade Wall 13.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork (unconditioned spaces) Glass & Door Rating U-Factor- SHGC Window 0.30 0.30 Door 0.40 Coolin"��". Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments SLIhM'IR:P(:,of R A n'„r^d6:::omiaala R or � f h o Ilan Raulla!um'tlom mil Cons rUdiion of�Ria^.Sa"rrrtiigr,I:�uu_grosalll SyscM � DRAINAGE CALCULATIONS: Use For n WWh/11-073 3 A. +0. 05-1d _.___.____._____.................. ............ ... ...... 1.... INGW/COVERED PORCHES = 4536 S.F. I x 0.166=753 C.F I 8'DIA x 6' DEEP DRYWELLa796cf PROVIDED LO SED DRIVEWAY =2200 S.F. `n K 0.1666365 C.F. I VDIA x 9' DEEP DRYWELL=398cf PROVIDED \ 1 PROPOSED LIMITS � OF CLEARING AND I c DISTUEIANCE ALONG I oM SILT FENCE I � 25.300 S.F. f �� N RSR rx E)EPAR RME60 (I 11EAu_TI1� SERVICES j S ARbR"nRm:RVAu OR ( Om"RS..iIRRmCI0l1 FOlR)°k PROPOSED SOL I o 8 DbA0 RY DEEP l23 I N m r R-22-2393 r imm'11 (� R 6 .._ ffiR�:mooims 4 7 450 '. EL(55.0) 2� �� I "b�l..�"���N�.I�R,�IV� Voll R'DIw"�,Nr'I�tl�^'R.D"���� EL 54.8 � � COVERED SPECIAL r W BALCONY EGRESS EL 55.0 -.. u,w WELL W T�rR4 H E�� Q`� ) o 5 3 LAND N/ I N G �'11I..ANAND/OR 'VI II 01' 'III I'�I, I PHILIPPE M. DWEWI �. 2� e'4Dwxe�2 M o WIPU `^ - BLIC z f� ); v o 150, ZESS WELLI 2T.2 �r 67 ELEC.SERVICE ZZ O CONTROL PANE RED - "a 154,8 AN600 CONTROL 6 0JW SYSTEU &AIR PUMP s (1) 10101A r13" DEP LP 0w1S 880 0P0 Z SCH 40 PVC VEN LOT 16 to'Mw U 8 f w l 8'MIN q P. OY X56 3 LAND N/F OF ) k D.P. ELEV. 54.5 JAY QUARTARARO a� Fr I OL DR SROWN DWELLING IL W/PUBLIC WATER 314 $ 150' EL(54.8) ROWN I Ell P i SC LAYEY SAN W 0 I I EEC.AND IR SUPPLY PALE 0 I HOSE TO 0 S I MEDIUM 14 0 PROPOSED TO COARSE 410t ;i SW SAND MED. I EL 54.5 COARSE Kp, ,�.._.,—�,..,,...� .�,� � .... �..,....�.....@—' "....� ./fSOCEEL .... SW GRAVEL J I 0" 0 ! 54.0 275.0' EL 54.6 i . No waTETt 4UW-6`-201 N 39000'00";1w �" 150.00 KENNETH WOYC1 I 0L5'4EEP HIGHEST EXPECT. I / / DUCK POND ROAD / ZONED AC REVISED 11— JON=CONFORMING U.P. VACANT oup, REVISED 02— AGRICULTURAL LAND REVISED 11— YARD: 50' MIN 150' 7HE WATER SUPPLY, WELLS, DRYWELLS AND CES' YARD f0' MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVA770 YARD 20' MIN (40' TOTAL) AND OR DATA OBTAINED FROM OTHERS. 45,000.00 SQ.FT. or 1.03 ACRES ELEVA77ON DATUM. NA`ro88 THORIZED ALTERATION OR A00177ON TO 77415 SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS VOT BEARING 7H£ LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHA TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT HEREON, AND TO 714E ASSIGNEES OF 7HE LENDING INS717U770N, GUARANTEES ARE NOT TRANSFERABLE. FFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY �® GENERAL_ CONSTRUCTION NOTES r ftsto in material R302.12shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES 14a. D a ppp g In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE ` Fl. 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 8602.3(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; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION SPACING AND Fuel gas code; Existing building code; Property maintenance code. 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 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING drawings WHETHER the are indicated on the Plans or NOT. until the first floor framing is in lace or brace the foundation Habitable attics&attics served with fixed stair 30 10 g v 9 p Bidet 1-14 4-8d BOX Additions,Alterations��,Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH OR EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1- 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails 200 17. Metal flashingshall be installed were concrete abuts wood, CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR Kitchen sink (one or two traps With or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ' Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for field fit. Without dishwasher and food Waste disposer) 1-1/2 4 RAFTERA HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. _ passenger vehicle garages 50 COLLAR TIES 4-10d Box 3" OR � g g Laundry tub (one or more compartments) 5 ( ) 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, _ OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, 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 electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. 20. All window and door headers to be 2-2x10 unless noted otherwise. Stairs 40 t20 LO Flow rate' a-16d OR 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 3-10d COMMON W M of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 3-16d BOX 2-16d COMMON END NAIL be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 m up to 25.8 m 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING VJ disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 gpm gpm STRUCTURAL MEMBERS DEFLECTION More than 25.8 gpm up to 55.6 gpm 4 16d COMMON � TABLE 8401.4.1 subscript b: Where the building official determines that in-place soils 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 $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX UJ Q the allowable bearingcapacity shall be determined b a soils investigation. 9 16"O.C. FACE NAIL P v Y g area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162" Q basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/18o 16d COMMON 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content b volume and have 10 BUILT-UP HEADER 3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES p Y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors ( an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, L/360 5-8d BOX(2-1/2"X0.113") p 9 Y P P P WHENEVER an alteration, addition,or conversion is made to an Existing Residence, TABLE 8302 6 11 CONTINUOUS HEADER TO STUD TOE NAIL ♦^ Q garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4, the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING - GARAGE SEPARATION All other structural memebers L/240 OR 4-8d COMMON `,/J All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL W R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 9158-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END .. the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NGT 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 Minimum yield strength of reinforcing steel shall be:40,0000 psi rade 40 , ECUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) O Y 9 9 P (g ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior Walls-Wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST )OR 16"O.C. FACE NAIL 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 NGT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 16d COMMON (3-1/2" Q 8404.1.2(9). BCARD L span length,H=span height OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FAKE NAIL = � n 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 W V Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NGT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 r/'1 O Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings NGT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX g shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON V END NAIL O to provide a maximum cover of 1-114 inches from the inside face. section 8602.10.4.2 Continuous sheathingmethod. APPLIED TO THE INTERIOR SIDE OF DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON ^ Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.8 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX L.L Q v SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 1" BRACE TO EACH STUD AND PLATE FACE NAIL O Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of $ 2-8d COMMON wall and One#4 bar near mid-height of walll. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 7FT28 FT 36 FT ^ Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING 0. wall and One#4 bar near the third points in the wall story. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 `1./ P Y roof assembly to the foundation. NUMBER OF 16D COMMON NAILS 4-8d BOX 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL v 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne D3bris protection 4: 12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels z-10d Box r_ Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 BLOCKING TO JOIST 2-8d COMMON o N 23 EACH END E._ 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 4-16d BOX o m o 0 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL m s o E o a L a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D Type Less than or less than or less than or w.- PP but not less than 4 per strip. 9: 12 16"O.C. 3 4 4 5 L) a)o a, or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON - o " n3'- T 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL Z a o o = m b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 4-10d Box c o N o 2 o a' o c.) All Structural corinectors i.e. Simpson strong-Tie or USP,etc wall and ceilingfinishes shall have a flames read index<-200 No 8 Wood screw ;=o o o �' o shall be Hot-Dipped Galvanized or Stainless Steel. p 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST m 0.2 .n U_ v PI Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON = a;, o be a) 2 a E Y o Y < on center on center on center m �, o >._ o &attics shall have a flame spread index_25 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 1od BOX 24"O.C.FACE NAIL To TOP&BOTTOM o L 2 s 3 r 3 C 3 9. All Engineered Wood Products such as"TrLs Joists, Micro-Lam, etc"shall be lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES w o"o 0 0 _ 0' a�a installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index <_450 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL r L _'c coo N o No '3 o E No 10 Wood screw 3-16d COMMON n� o Micro-Lam Design Stress: E= 1.9, Fb = 2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies HEEL JOINT FACTOR a c o `o based anchor with 16 inches 12 inches 9 inches H C/ H r L) C o o o Parallam PSL Design Stress: E =2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 z-1od BOX(3") OR �'.� o m _ °' '- "Anthony 2 inch embedment on center on Center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOE NAIL t 6'N. L= E 2 o a Power Beams Design Stress; E =2.1, Fb =3000 psi, Fv=300 psi 1 / 3 1.5 2-8d COMMON(2-1/2P') E E _E E s v ti 28. SWIMMING POOLS. Shall conform to Section R326 lenght ns- 2 = Q C c a) = m o 1 /4 1.33 Woo STRUCTURAL PANELS,SUBFLOOR, t o C Cc s 0 8 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND c y 0 = f- E 2 , o each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 PARTICLE BOARD WALL SHEATHING TO FRAMING shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq, ft.Access and pathways, roof access points, a.This table Is based on 180 ultimate design wind speed anc a 45-foot mean roof height. 1 / 6 1.20 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18' from a valley SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet. b.Fasteners shall be installed at o DESCRIPTION N NUMBER AND TYP z P 9 opposing ends of the wood structural panel. SUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING Q Except grade floor openings shall have a minimum net clear 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 (/) _ _ TABLE 802.11 SUPPORTS GABLE END WALL FRAMING opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. W I--- c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL iQ. B. Minimum net clear opening height shall be 24 inches. P 9 9 9 30 3/8"- 1/2" ) „ � I"- C. Minimum net clear opening width shall be 20". 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 8d COMMON(ROOF) 6 SEE NOTE A 6 W V C D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". 2 112 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C J Z W _J from the inside of the room without use of keys or tools. SPACING SPAN 31 19/32"- 1" sd COMMON 6" SEE NOTE A 6" � z Z J > O d.Where screws are attached to masonry or masonry/stuccq they shall be attached WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) ULTIMATE WIND SPEED - C) J Z Q N an emergency escape opening shall be provided for EACH sleeping room. 32 1-1/8 1-1/4 10d COMMON NAILS 6" 12" Q 9 Y P P 9 P p 9 130 14o W (C3 Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = U w E '� 1/2"STRUCTURAL CELLULOSIC It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. < 1-112"GALV.ROOFING NAIL 3" 6" W Q Glazed opening protection shall meet the Large Missle test ASTM E 1996 5:12 z 5:12 <5:12 s 5:12 33 FIBERBOARD SHEATHING U (-- EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, p 9 P 9 � z 11- 5/8" � N and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ❑„ a net cleat opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) 214 201 263 247 5/8"STRUCTURAL CELLULOSIC 7„ 7„ W J Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 34 1-3/4"GALV.ROOFING NAIL stamped by a professional engineer if required by the Owner or Building Dept. FIBERBOARD SHEATHING (� C ) 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each ANSI/ thin 1 mile Areas within hurricane prone regions: � (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 7" 7" continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-314"GALV.ROOFING NAIL 7" 7" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater, 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight �- _� A. EXCEPTION: 16"O.C. 28 34s 358 476 446 TO RESIST WIND PRESSURES TABLE 8602.3 (3) 6 DIAMETER ( Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span to a point directly above the lowest riser of the flight. Handrails adjacent to p p a wall shall have a space of not be less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail. see code for exceptions. Refer to Code for grip sizes specifications. cover the glazed openings with attachment hardware provided in the table below. MIN.WOOD WALL NAIL SPACING -~-� - MINIMUM NAIL MIN WOOD p 9 P P 16"O.C. 36 469 438 538 547 CONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. NAIL SIZE PENETRATION STRUCTURAL STUD ,- STRUCTURAL PANEL cV "1", "II", "III", "IV", OR"V" Attachments shall be provided in accordance with the taole as follows: THICKNESS SPACING EDGES FIELD CV ❑ 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" a 16"O.C. 42 535 499 664 622 PANEL SPAN RATING N W above the floor or grade below shall have a railing not less than 36 inches r F-. in height. Railings shall have Top rails and Balusters and Bottom rails that are ;� 16"O.C. 48 599 559 745 697 6d COMMON NAIL 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" CV O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed REFLECTIVE RED (z.5"x 0113") z 9 � PANTONE#187 by the riser,tread and bottom rail of the guard rail at the open side of a stairway ), f 1, 8d COMMON NAIL W to t 2 5 X 0131^) 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" Q are permitted to be of such a size that a 6 inch sphere cannot pass through. ( pp ❑ DESIGN CRITERIA TABLE 507.9.1.3(1) Lu Open sides of stairs with a total rise of more than 30 inches above the floor or � i _ � r 2 LU grade below shall have guards not less than 34 inches in height measured /' DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 UJ _I vertically from the nosing of the treads. REFLECTIVE Wind speed: 140 U � WHITE FIELD �,} p JOIST SPAN W W U No of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS ❑ 0 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS " Mean Roof Ht: 30 ft DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS FRAMING SPACING NAILS scREws TO WOOD FRAMING opening is located LESS than 24 inches above the finished floor and GREATER 7/16 min. structural plywood than 72 inches above the finished grade or other surface below on the exterior .- ROOF itch: per Ian 1/2"DIA.LAG SCREW 30" 23" 18" 15^ N -► +- Panel Attached to p p p CEILING EITHER DIRECTION 16"O.C. of the building,the window must be provided with a window opening control device &1/2"MAX.SHEATHING 1/2" 7' 12' 5d COOLER NAILS Cor DESIGNATION FOR STRUCTURAL Bldg Length per Ian WALL EITHER DIRECTION 16"O.C. „ " Cl that compiles with R<312.2,2 Window Opening Control Devices. Frame In accordance g g p p 8 16 c COMPONENTS THAT ARE OF 1/201 Bldg WI 1/2"DIA.THRU BOLT r�n nco TRUSS TYPE CONSTRUCTION with Table 8301.2.1.2 g dth Per plan &1/2"MAX. SHEATHING 36" 36" 34" 29" 5/$„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS M"'( .- `s`' 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE of the residential code bldg aspect ratio: 3:1WALL accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING " EITHER DIRECTION 1611 O.C. 7' 12 E r M� W 2'1 TO 14' 141 TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR �,/ ca�ii installed per R302.1�!thru 8302.12,1 GIRDERS AND BEAMS of New York State Nailing Sched: Table 8602.3(1) GARAGE CEILING 16 O.C. 6 6 (QUIVALANTDRYWALLSCREWS. "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5/8 BENEATH PERPENDICULAR $CREWS SHALL COMPLY WITH Fireblocking materials R302.11.1 shall be as follows: &1/2"MAX. SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION 8702.3.5.1 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING 2. 1/2"gypsum board 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. 3. Batts or blanket.. of mineral or fiberglas shall be permitted for compliance UNDER SECTION 602 OF THE BCNYS WINDOW UNIT 24" 21" 19' Where the ultimate design windspeed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports&1/2"MAX.SHEATHING g g p g p g shall be spaced 6"o.c.for with the 10 foot horizontal Fireblocking in walls constructed using parallel rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48 inch distance from ridges,eaves and gable end walls;and 4"o.c,to gable end wall framing. C 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507,2,1(1) A- UL 263,for the specific applications Applicant shall provide engineered wood placard rTl y o on or adjacent to electrical meter box for field inspection. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL �,�� ¢ r, �° CF FOUNDATION MATERIALS Residential structures with Truss type construction, SHUTTER DETAIL Pre-Engineered Wood Construction And/or Timber Construction F.I. CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel M .� 00 Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. h�*I ,�� E Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection ® ( v Sand,silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2,000 psf t7) �,c P4 Clay, sandy clay, silty clay, clayey silt,silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) (CL, ML, MH and CH) 1,500 psf O a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION Z ONE CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TENP are likely to be preseint at the site, the allowable bearing capacity shall be determined by a soils investigation. 20 LBS 140 NO NO NOM B SEVERE3,_0„ MODERATE 11 YES NO 1500 or less 52.1 TO HEAVY M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[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 Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) �- TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS r 9 Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED o ° a3= ° ° ° fasten king stud to header with _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° ° Min,3"x 11-ccu net header Header / 6-16d sinker nails OR END JOIST CONTINUOUS ALONG LENGTH 16"OC ALONG shall occur at top of wall fasten to late to header with PP two rows of 16d sinker nails @ 3"o.c. • - - — - �'" — —'� �- '— — -'�• PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ ,I I•I I•I i, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL e Header shall be Top plate continuity is PER TABLE R602.3(1)OR R602.3(2) I fastened to the required per R602,3,2 I' VARIES BY FASTENERS tl 2-16d NAILS EACH SIDE king stud with Braced wall line 6-16d sinker nails ( i L ° N with continuously112' wood j .I I•I l•I METHOD CS WSP: s x Fasten sheathing to header with 8d common nails in 3 in.grid \�Minimum both slide of openinack stud •I I'I AS PER TABLE R602.3(3) Q) o m pattern as shown and 3 in.o.c,in all framing studs and sills structural panels ° strap opening EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS = ° o, P 9( ) ° opposite side of sheathing •I I I 8d @ 6 O.C.ALONG ° WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONGL m c Minimum 40001b header-to-jack-stud strap •I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER b ° �, o on both side of opening opposite side of Panelsplice edges shall occur over AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL s sheathing and be ailed to common blocking IN FIELD BRACED WALL PANEL w O1 Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- BRACED WALL PANEL x m r1l 9 I: BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL L ° 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: x ° with 8d common nails @ 3"o.c.in all framingis required in each panel edge. SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG r ' (studs,blocking,and sills)typical if needed M I.1 3-16d @ 16"OC ALONG (D 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 W I'I I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL 2'to 18'(finished width) V TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER I° Min Double 2x4 or r '� !, Min. length 16" 2x6 King&Jack stud o 1/2"min.thickness wood structural �J _ J' SHEATHING per Table R602.10.5 J — — — -, ° panel sheathing J — _ — . _ _ •. _ _ _ �; CONTINUOUS RIM OR CONTINUOUS RIM OR ° Min double 2 x post 'I • I'I END JOIST No.of jack studs per Q I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST i, Min. 2 2x4 t •I I'I I'I I ( ) Yp• Table R602.7(1&2) • OVER AND BE FASTENED TO COMMON STUDS. I° 00 �yT Min. (2)1/2"Diameter anchors 'I I,I I I I• HORIZONTAL PANEL JOINTS IN BRACED j P i 2-16d NAILS EACH SIDE _ installed per section r anchors.6 u I•I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3116"plate washer ,I INTERIOR !;2 I,l I, AND BE FASTENED TO 1-1/2"THICK SPACING COMMON BLOCKING FULL ADDITIONAL FRAMING `,/HEIGHT BLOCKING r�) Q CONTINUOUS ALONG LENGTH I I I I I I' MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I I•I I•I I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG •I I•I I•I I. BRACED WALL PANEL 'I I I I I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 1J_ 0 k�.�.�I ' (~ ,I I•I I•I I' •I I.1 I•I I� EDGE SPACING -6" FIGURE 13602.10.80) FIGURE R602.10.8(2) Attach Sheathing to Q 'I I l I I I• BRACED WALL PANEL CONNECTION WHEN - Band or Rim joist with nail sole plat Attach Sheathing t nail sole plate n •,_ _ _ _ u _ _• _ �•,_ _ _ _,• BRACED WALL PANEL CONNECTION WHEN 8D common nials a;o to joist per Band or Rim joist wi to joist per v PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an oo Sub-Floor nailing sched J 8D common nials o0 0oZRimJoist nailing sched. FRAMING Bottom — ° ° at 3"o.c.Top and _ —° r , O FRAMING ° ° Rim Joist Bottom ° ° ° ° ° /per Plans V ° FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° ��Holdownsnchor Bolts and OBRACED WALL PANEL AS PER per plans CL Q ♦ ) 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 0ryCEILING OR W FLOOR JOIST DIRECTIONSimpson 1-1/4" gals. x 20 gage a' I �- ENDWALL—► ENDWALL H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A FLOOR AND CEILING JOISTS N between 9-1/4" to 15-1/4" nails in each end at each rafter. E o r- at each Rafter. With Typical Metal provide blocking @ �� _ E DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o m A A Strapping braced wall panels PROVIDE@STRUCTURAL RIDGES m E to A JOISTS-SEE PLANS at Openings �, (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field 4° E5 Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side �� om mo L)� 8 N A plywood sheathing of Ridge to have a Simpson o m a o o TYPICAL BLOCKING @ all Plywood odJointsking g cam c o o o w m 0 o lo Schedule Dw -1 _ LSSR skewable hanger. _ _ m , AT 48"OC 0�,` SIMPSON H2A o.� °Y m m o 2-BAYS IN ; _ > o c a : O mN � co ca - � oc3 BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil •° 3 L 3 o m rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails '.� _° ° a _° a 2 22�y�, plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° •� �, N w — - SECTION A-A alon len th of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° '' 2_— c t = o E Comer Holdowns panel, g ( ) and window or door Header. Look Out Blocks ° ''® �1. c 007- w c C o 0 Refer to plans Less than °°° �. ° O o c s_ E a? o a END WALL BLOCKING DETAIL for locations N UTypical each side and ALL Gable End WallEU if required or Equal ° `i'. 2 z:� E y a c U c FOR FLOOR AND CEILING BRACING q windows and doors. '' s a n = s t012" mcoEm � , a) RIM JOIST BLOCKING BETWEEN RAFTERS BRACED WALL PANELS H UcnMa- HNEa.Eoa ::J NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Se strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on this page. NTS RAFTER TO RIDGE STRAP 13802.3 EDGES PERPENDICULAR TO FLOOR FRAM NG MEMBERS TYPICAL ELEVATION NTS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v J AMAXIMUM OF 4 FEET ON CENTER,NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"C.C. z 7 f^ PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD z v, 4 WHEN ATTIC FLOOR, CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED ^ THE GABLE END WALL. DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4 8D NAILS L1_ EACH END O 2X P.T. LEDGER; MUST BE ONE SIZE W GREATER THAN DECK JOIST AND TREATED WOOD �I O '•— Q CONTINUOUS FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC = (n EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED PAST JOIST HANGER TOP RIM JOIST WITH COMPOSITE RAILING GALV LAG SCREWS PER TABLE 13507.2 AND 10D THREADED NAILS OR I I PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFULLY see Schedule on DWG-1 AT 6"OCC. I I TOP AND BOTTOM RAIL POST TO HEADER CONNECTOR OUTER THIRD CUT FLASHED&CAULKED TO AND COLUMN COVER AND PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond COMPOSITE DECKING I I COLUMN CAP.MEET RCNYS OF SPAN ONLY LENGTH EXTERIOR OR the inside face of the band joist. ATTACHED PER I I FOR CODE SIMPSON ABU POST BEARING WALL MANUF.SPECIFICATION n 4"TREATED POST TO CONCRETE BRACKET 12" Min GALV.DECK HANGER SIDE COVER 2"MINIMUM SIMPSON LUS26 @ 2X6 o' SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS LAG BOLTED TO JOIST NOTCH GREATER SIMPSON LUS28 @ 2X10 --_____2-1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOIST 0 - THAN 50% `� AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR 04 (PERCENT)OF SPECIFICATIONS. CONNECTOR SCREW N PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE _ o ___ 2X LEDGER WITH FASTENERS IN ACCORDANCE 2"MIN. ,1/6 JOIST ❑ -, O 1/2"DIA.GALV BOLTS W/ GRADE DEPTH,MAX. S N W WITH TABLE R507.2 2 x JOISTS I ADHESIVE ANCHORS:HIGH-STRENGTH 113 JOIST METAL TIE FASTENED ACROSS AND f" LOCK WASHERS. EPDXY ANCHORING ADHESIVE FORDEPTH,MAX. N 0 � ✓ TO THE PLATE AT EACH OF THE SIMPSON DT72Z W/($)114 x 1 1/2"SDS SCREWS O USE WITH THREADED ROD ✓ Use 1-1/4" Metal T z NOTCH WITH 8-10D NAILS EACH SIDE ALLOWABLE LOAD PER TIE: 1,825 LBS 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON �, co j NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)1 O THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage m o 3.. � `AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS Solid sawn foist and rafter 12" Min (5) 8d common nails W 14"DIA.CAST-IN-PLACE TOP PLATES X OR R507.6.2 SIMPSON H2.5 AT CONCRETE FOOTING,DOWN in EACH END at W t/ FOOTINGS MUST notching and boring limits. PIPE BLOCKING EACH JOIST BEAR ON TO VIRGIN SOIL EACH Stud. w W SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM (MIN 36"BELOW GRADE) NTS ALLOWABLE LOAD PER TIE: 1,825LBS SIMPSON BC UNDISTURBED PER R507.3 FOR DECK FOOTINGS 8d @ 6" oclAlong ❑ � U) MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL Braced Wall Panel PENTRATION OF EACH END OF DECK: JOIST CONNECTOR FIGURE R602.10.8(1) FIGURE R602.6.1 MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING � TOP PLATE FRAMING TO 3/8"DIA.LAG SCREW PREDRILLED TO CENTER OF TOP PLATE,STUD CONNECTION (c_� PORCHES & DECKS NTS WALL TO WALL STRAP 4 ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCENTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS v H 1-1/4" x 20 gage G-185 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 � Hot Dipped Galvanized StrapHot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails DECK STAIR FASTENERS w SEE TABLE 507.2 Z at each Stud at each stud TOP PLATES TOP PLATES iv IN 2 ROWS at each stud Strap may be attached OVER Strap may be attached OVER U the plywood OR directly to Strap may be attached OVER o (o 5.5"MIN FOR 2X8 studs.@ 0 the plywood OR directly to y I—j w the plywood OR direct) to 5"MAX 6.5"MIN FOR 2X10 Studs. Z STUD BORED HOLE MAX. STUD O O O 7.5"MIN FOR 2X12 _ Studs. GRADE BORED HOLE MAX. DIAMETER 60% O O O O N rap strap under sill �I F•°--I DIAMETER 40% (PERCENT)CF STUD r U l ^ r" ,� M �J and attach to sill plates BLOCK SOLID (PERCENT)OF o DEPTH o 3-16d @ 16" oc Along D D ' 'U P STUD DEPTH I l 2"MIN ;; c BETWEEN JOISTS �° ° iv '� 00 � 5/8"MIN. 5/8"MIN. 5/8"MIN. /8"MIN. LAG SCREW OR THRU BOLT Braced Wall Panel - a r- -� TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD L3/4"MIN _ _ ` ;`, 2 N p D p4 `� .— N V =III=III - FIGURE R602.10.8(1)NOTCH MUST NOT NOTCH MUST NOT I ° O M EXCEED 25% ) EXCEED 40% 0 =1�I (PERCENT)OF I 0 (PERCENT)OF 0 I Il - e ° a STUD DEPTH STUD DEPTH O 10"x LENGTH OF STEP (� PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST-IN-PLACE FOOTING IF HOLE IS BETWEEN BORED HOLES SHALL 40%(PERCENT)AND NOT BE LOCATED IN STRAPPING N G BORED HOLES SHALL THE SAME CROSS PER FIGURE 13507.9.1.3 (11 co 60°�6(PERCENT)OF BOTTOM RISER NOT BE LOCATED IN SECTION OF THE CUT Applies to Garage Wall and _ •� Wrap strap under sill THE SAME CROSS STUD DEPTH THEN OR NOTCH IN STUD �' ` ' TYPICAL STAIR FOOTING DETAIL sTUDMUSTBEDOUBLE DISTANCE CAN BE REDUCED TO =III=III and attach to sill plates SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction 1=III= OR NOTCH IN STUD SUCCESSIVE STUDS ARI. ESSIVEo SPACING IS REDUCED TO THAT OF 11111j; e 1-1/4" METAL NTS W ANI)SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS STRAPPING TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE 13602.6(1) FIGURE 13602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 1 7 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 STRAPPING 2O AT CANTILEVER FLOOR JOIST WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEE_. g Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilin oists of second floor Sheet Metal Firesto up and out of the glued together g , MANUFACTURED LIGHT ENCLOSURE ceilingline p Full Thick Insulation way for access thin profile structural g g see plan w/ ATTIC INSULATION Exterior Y sheathingas draftstoand la on I od CEIING FRAMING Seal joint with CONTINUOUS BEAD SheathingZeala Fill entire Cavity to pY p Yw Batt Insul support � � OF SEALANT subfloor Insulation dams behind tub _ jb �L attic hatch - R-val Non-combustable sealant Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking suBFLooR GLUED,CAULKED Sealed to�"-- � Air Se I insulation from 1. exterior insulationre uiremen access opening Sealant or OR GASKETED TO RIM Continuous B.ea� wall q 1/4 structural sheathingfloor Gasket falling through adhesive JOIST/RIM CLOSURE aCC6SS of Sealant or i as enclosure liner sealed SEALANT Sealant adhesive 14 2 I at perimeter and seams. solid blocking a SILL PLATE INSTALLED „ or rigid insulationOVERGASKERSILL 1 min Rlgld WeatherstrippingSeal stairs Sealant PrB-Fab Fireplace sealed around Panel��dhesCasing_______ EXPANDING FOAM SEALANT g� 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Air frame a 1x2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT four edges \-Pull-down gap Sealant 1/2" plywood Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase with caulk p Yw finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL aC� LO DRAFTSTOP & SEALANT AT PULL-DOWN STAIRCASE CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING UJ CO EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL C@, PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL 0) ATTIC HATCH DETAIL TO BAND JOISTS` �.+ This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products N T_ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, IT- Refer to Manufacturer for installation manual. R-50 Insulation I:-SO Aftrc Sra,r r.ovor UJ, Q ENERGY NOTES 0 ry Eave baffle installed \ 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. ' . .� ;�. r J" 9 P 9 Y adjacent to soffit and eave U Q Z 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M 1601.4.1. � �,._ Table 8402.4.1.1-Air barrier and insulation installation. q y a roval b a third art HERS Rater usin the Manual J S & D submitted at CO. p The authority having jurisdiction shall be permitted to determine an pp y p y( ) g vents. Baffle shall extend over _ Y 91 P ►�, energy efficiency program to exceed the energyefficiency required b this code. the to of the attic InsulationUJ Z 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. ry O W TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) j 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 Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS 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. Yp General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. l I UJ and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER requirements in the building envelope. 10. R403.4 Mandato Mechanicals stem piping insulation carrying ' / 1 n (Mandatory) Y p p 9 ry 9 Const. Dwgs i ('♦ 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. O continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT 11. (R403.3.5) Building Cavities (Mandatory) Brc;aks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall Q sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs O 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) O installation density of the insulation shall be at the manufacturers'product 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. c ry 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. ' 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. r d- V accessible. maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily .f installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE 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 E.s = y 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 E ° ° o. air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system m �, ; o S o - shall be placed to fill any surface or concealed voids,and at the 9 9 p p is not operating. - E r 2 manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. p 9• ° m E Q A C O U f0 T Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM "- _ _ z ° installation tabs must be stapled to the face of the stud. There shall be -_- a ° ° N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy "`� c } ° m .9 w rs.°2- 8 no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN c.,.- -r $ n ! o= _ N =- 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 j ; ° ° °oS-0-2 stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH c _ ° N Y01-0 aY o combustion air. Factory built fireplaces shall be listed and labeled p 9 9 t I 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 -• „��'�'`� f' i r N o 3 r 0 ° = 3 p y P 9 p p i _'E�- o ��i:0 shall be installed filling the entire cavi and within the manufacturers' powered by an electronically commutated motor. as backdam ! o o ° ° ° g n' TYP. ROOF CONST. � � " a density recommendation. 8. 8403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be ' I' y �'.__ rovided for each se crate heatin and coolin s stem. Tem oraril o erste 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) r y P _ 3 o E Ceiling/attic The;air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the p p 9 9 y p y p Heatin and coolin a ui m Roof underlayment I i ?( � ceiain /soffit shall be aligned with the air barrier. the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 g q p ent shall be sized in accordance with sealed to drip edg 2 x CJ W/ INSULATION � . O -o g ACCA Manual S based on building loads calculated in accordance with ACCA :D; 0 L)M E ) Cn shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS _ Vii, ¢`N € o insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ° N _ ° ° °L scaled. OR HERS RATER r., 4 `�.�. ..''" -. ° = a E� ° �, ° ° 12 ♦ i L O �'O � L = N or re lacement heatine c c _'- 9. 8403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value New p and cooling equipment shall have an efficiency y ,-' ,,. � .� ; _ , � ° �, ° � � ° E a._ ° a e of not less than R-8 for 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/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 9 • � , ' � i' wall doors to unconditioned attic spaces 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 i� SEALANT , shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs F J 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 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 ,: '= :, :.,.,, ,,,,, -.,.•, ' V plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy la nps. Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall , J sealed. Knee walls shall be scaled. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2) installed hi substantial contact and continuous alignment with the air 'G� Q barrier. W Windows, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q Floors(including The air barrier shall be irstalled 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 TABLE M1505.4.3(2) cantilevered floors) framing cavity insulation shall be permitted to be in contact with the INTERMITTENT WHOLE-HOUSE MECHANICAL ' RATE FACTORSa, b topside of sheathing or continuous insulation installed on the LOCAL EXHAUST RATES TABLE M1505.4. 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. AREA TO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% OPENING LIMITING SEGMENT DEVICE - Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be N shall be covered with a Class I,black permanently attached to the crawls ace walls. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS o W P y p Factor 4 3 2 1.5 1.3 1.0 (V Lu vapor retarder with overlapping joints N O taped. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM T_ Z a. For system run time va'ues between those given,the factors are permitted to be Shafts,penetrations Duct shafts,utility penetrations,and clue determined by interpolation. WINDOW W Q shafts opening to exterior or INTERMITTENT OR 20 CFM CONTINUOUS m LU unconditioned space shall be sealed. 24" W Cl) J b. Extrapolation beyond the table is prohibited. 4"SPHERE CANNOT APPROVED WINDOW (36"IN IBC UNITS) PASS THROUGH FALL PREVENTIONLULI W Q DEVICE CONFORM TO uJ � U ASTM F 2090 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT HEIGHT ABOVE U) the correct density without any voids or gaps or TABLE M1505.4.3(1) R312.2 WINDOW FALL PROTECTION DIAGRAMS compression,or narrow cavities shall be filled by HEIGHT ABOVE FINISHED FLOOR insulation that on installation readilyconforms to the CONTINUOUS 1 AIRFLOW RATE FINISHED GRADE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED REQUIREMENTS FLOOR AND GREATER THAN 72"ABOVE THE FINISHED ~ Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. NUMBER OF BEDROOMS cau'k and Seal EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE T�1 rough c11.--,in(1 COMPLY AS FOLLOWS: v Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal ��.p•.I� envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 � � 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING 8312,2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and (square feet) i _ WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. i wWINDOW OPENING CONTROL DEVICE SHALL COMPLY WITHiring plumbing in etrteriorwalls. There shall be no voids or AIrfIOw In CFM 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE T installation readily conforms to available space shall _ _: HE DEVICE SHALL ALLOW THE WINDOW TO E"� C� < 1 500 30 45 60 75 90 FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE a extend behind piping and wiring. i .: 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW rr ll ,... OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 Q'� V EA on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be I I a) 1,501 - 3,000 45 60 75 90 105 R�lid Insulation W. u, -, , ,�, � w � Z � exterior wall showers and tubs shall separate them from the showers and insulated. v Z Ircconunr n Iod) �� ninq and N1101.14 (8401.3) Certificate (Mandato ) H �tubs. e 3,001 - 4,500 60 75 90 105 120 Electrical/phone The air barrier shall be installed behind electrical or > M box on exterior wall coimmunication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall w o HVAC register HVAC register boots that penetrate building thermal 4,501 - 6,000 75 90 105 120 135 Wall Access panel in the space where the furnace is located, a utility room or an approved location inside the building. Weatherstripping and insulation Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit boots envelope shall be sealed to the subfloor or drywall. pp 9 p y � � ^, � 6,001 - 7,500 90 105 120 135 150 Detail directory label, service disconnect label or other required labels. The certificate shall indicate the �I o M CZ Concealed When required be scaled,concealed fire sprinklers s is predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only be sealed inn a manner that is recommended by the p g manufacturer. Caulking or other adhesive sealants shall not > 7,500 105 120 135 150 165 such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; 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 wall;or ceilings. For SI: 1 square foot = 0,0929 mz, 1 cubic foot per minute = 0.0004719 m3/s. from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value 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, cooling and service water heating equipment. Where a gas-fired unvented room heater, 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. 31'-5" 64'-0" 3-Corner studs , ++ " 1, 12-11 9-9, 26-4, 15-0+ ,1 connected to _ N ------------------------------------- TYPICAL F\v transfer shear HOLD load ' ----HOEDOWN -------- OUTSIDE BASEMENT ENTRANCE TYPICAL ; i � i --'--- ` HDU8 ------------------------- 1 ---ry ---_+ 2-16d Nails 6" 8"CONCRETE WALL ON MIN 16"X 8" ' ---•- HOEDOWN 'I I I I ` ;------------------------------------i o FOOTING WITH 4"CONCRETELANDING& + @6" O.C. o _ 4"DRAIN TO DRYWELL,CONCRETE STAIR TYP. HDU5 MEETING R311.7 STAIRWAYS. ; ;_ ___ ,_ _ __ ' IN EACH CS-PORTAL 2 ANCHOR BOLTS HANDRAIL PER R311. A 3 RAIL ABOVE ; I o ' ' � ' BEDROOM #6 , HOEDOWN r• NOSING. 36"HIGH GUARD RAIL ON v I I FRAME WALL ABOVE _ TOP OF CONCRETE WALL. , , , , , , I + I I � , t , , 8'-0'CLG HT I 1 DETAIL SECTION3 ON PG 2 r. Preservative-treated o" 6'-0" 1 0' ' 5/8" Simpson barrier required forAn S:>TB connectors in contact i EXTERIOR PATIO SLAB ; ; + ' I 2 ; ; _ 6"4000 PSI CAST-IN-PLACE SLAB ,TJI 360-14"-Floor Joists aft 16"oc ' `-----'---'-- Anchor Bolt with treated wood ' ; i ; ; _ N LO W/6X6 w1.4/w1.4 WELDED WIRE MESH , , ' ' 1 + L` I I N ON GRANULAR COMPACTED FILL. per manuf. Specs ' ' 1 1 , 1 co In r PITCH SLAB AWAY TO DRAINco ; ; O 1 I r I I Olt ' '------• ' M �F= I I zo I 1 O 0 00TYPICAL SIMPSON HDU CORNER 'I O NHOEDOWN ON CONCRETE U- CO Q co '� / NTS 1 Qiw 21'-011 26'-411 131-411 1 C0 ' 1 •---N -' rI 3-Corney studs 2"SLAB LEDGE connected to 3-2X 0 ' `--- -- --------------------- N-- -----------------------------------------' I I transfer .shear c i ' ; ; W 12 X 35 STEEL BEAM I I I 6., �, Framing members ------ - -' W 0 load -- , I I 1 31-61+ OII _ ---------------------------------- ---------- -------------------------------------- LL Bea Pocket(typ) Beam Pocket typ) _-; ; N 2-16d Nails TYP. HDU8 HOLDOWN �' ; ; shim as req'd shim as req'd R-13 BATT I ''_0" N @ 6" ox. w/ 20 - SDS 1/4" x 2-1/2" Screws D � ; � � INSULATION U) � � 10 co 0 z 4 + I 1 J I I 1 1 I I J 1 I , Z Simpson 5/8" threaded rod ' JI ' coupler-nut and SSTB anchor ;N ifl N � � r ; I bolt thru-box and inbed ;co °' x -----, 0 W into concrete foundation. �� = M ' 15'-111/2" d .N ' ; WINDOW WELL R310.2.3 and framing ; 6'-0" FIN. BASEMENT o v ; ; HORIZONTAL AREA SHALL BE 4 3+-01 $ BASEMENT SLAB-4" I + + MIN 9'-0"SQ FT.WITH A W r n CAST-IN-PLACE SLAB ___ ; ; HORIZONTAL DIMENSION V� • Preservative-treated _ TYP ON 6 MIL VAPOR BARRIER ' OF MIN T-0"TO ALLOW FOR barrier required for �' i i ; i ON MINIMUM 4"SAND-GRAVEL N y ; ; EMERGENCY ESCAPE AND (Vl co _ ______ ' ' ' ' ap EO GROUP 1 SOILS, i i RESCUE. LADDER SHALL BE connectors in contact FLOOR DRAIN `' o , , PREMITTED TO ENCROACH with treated wood TYPICAL INT.FOOTING/COL ►- REFER TO DRAWING 15 FOR 4 ___ ' NOT MORE THAN 6"INTO N t Q I I ROOM LAYOUT REQUIRED WINDOW WELL Q U 36"x 36' x 12"THICK TJI 360-14"-Floor Joists n 16"oc , , V CAST-IN-PLACE CONCRETE , DEPTH. o i i i i i FOOTING W/4-#4 REBARS EA.WAY o O ' ' '- ' &4"DIA STEEL COLUMN , SIMPSON HDU CORNER I C) HOLDOWN (a� BOX FRAMING o' �o ~ ' I 1 1 I I 9 I I I 1 I 1 I 1 I 1 ' t 1 NTS ' I� I 1 I I I I 1 I 1 , 11 1 11 , 11 7'-7" 51_911 13'-11/Z" 1 I 10-10 10-10 13-4'/Z � , I I 1 Wu z ' + ' ' ' ' E o_ C? , - --- -- _ --- ---, POST .--- ---• 1 'N --- ---, 11 '-------, 1 I Q r-, inn TYP EXT.WALL ' --- -- ABOVE' I 1 , •___ _, o,_ ' Lo 5-1/2"x 11-7/8"LVL Lo _ 5-1/2"x 11-7/8"LVL 1 m' E Lo _ Lo 5-1/2 x 11 7/8"LVL + + o u o --;---- ___________________J--- -_L________-----__--_ --_L_- -J-------------------------- ---L-- ---�-------- -------------__ ---L---_ --I-----------I--- ---L-----------------L- ' N aJ 01� O 0-OL I I I , 1, --_ -------------------- ----- ----------------- -- - ® - _--_-------___-_-----_--- -- -®-- -------�--_ -®- --- Beam I I I ® , , C w CD I -1- '1- -r- -'L- -1- -r- -I-- -I-- - --- --- --- t•- to'O O«.. I I t 6-0r-------1-----------1--- r-----------------�- , �-o (6 c U f6 T 1 I I I I I 1 , I I (yp) ,_ O �l I I I I I I Bea Pocket(typ) L-----_-j I `_--_---j I 1 TYP.FLOOR CONST. I I I I -------' -- - -- __, _ Beam Pocket t I Z o o U a o shim as req'd UP18R J shim as req'd -0 b �.b m (D'5 o I 1 I I Q , IO z- Q —0 y O U Y 1 I I I 10"T U- I ' .mco•� (D'5 FLOOR DRAIN 21'-51/2" 3141 ---------- POST •J 1 1 (2)2x6 P.T.SILL PLATE W/MIN. ; O ; t fl ------ v ABOVE o _ > n y g o c 3 TYPICAL ANCHOR BOLT -R403.1.6 = i i i , , N POST 5/z cn O J ! i r w.a 3 L g E Z Y o 0 Q 1 HANDRAIL v 6'-2�/z' " ' ' w o o MAXIMUM SPACING: 1/2"@ 72"D.C. --' ; I I o ABOVE __=_=_=__ -------- 34"-38" X 7-9 1 c a� rn rn� a�- �s In O1 1 O O N C EMBEDMENT OF 7"WITH NUT&WASHER. ; ; ________ ______-_ ABOVE NOSING M 1 •- 26 c c 10 0•- I I V I N.` = N o -----------, 2BOLTS PER PLATE AND HOLD AT LEAST ; I I AS PER R314 N N ; _ ' _ L a� c a o ONE BOLT-12"MAX AND 31/2"MIN OFF ' I 1 ++ + +' ________ - t I v .ILILI o c o : c m in m ------- - ENDS OF PLATES. --------- I 10-10 10-7/z _ SHIELD&SILL SEALER TYP. _ I I I _ .� LL = - _ y o ¢ ,n c a) c a� o N 1 + t o --- --- to I t 1 F-C I I e N a) c a E m a)M f0 `� t;w �' -- . + _-- __- -, -- _- co TJ1360-14"-Floor Joists 6b 16" �� I of I \ L o e o e s e o E e m TYP.CONC.FOUNDATIO 36X80 PLAIN 1 N J O= I u„ N I cfl F ou w m a h m E n._ o a Fo 1 (2)1-3/4"x11-7/8"LVL (2)1-3/4"x11 7/8"LVL ---- --- _______= o tl o •--- --- O(D , 3:1 , rn I _ -___ __1---___ ' ________ Cl) I M I LL W , ?, 1 Lo 00 --- — •--------- ------------1-4--' (Yp) 1 + 1 I + J '-' 1 QI - , Bea Pocket t E ANCHOR BOLT DETAIL ' ' I = ---- --- �_ shim as req'd o ` X ' ; __ N ; O SCALE: 1/2"= 1'-0" ' I I I r C1 I 1 MECHANICAL " o ROOM � 81.01, R-1 3 BATT M ' L) •-------- � � INSULATION i -' �, � � � �; Mechanical Systems ~ ------------- I L ------ ------ --------------- _------ -----------------------------, THE MECHANICAL-HVAC SYSTEMS ; - 1 3-6 0 - Q V r- R13BATT I 1 O z O � j i i Lo SHALL BE DESIGNED AND INSTALLED ' I INSULATION I T ---- ----- ------------ C CIO ` ---------------------------- 13'-4" I ' PROPANE -' ; ; iv IN ACCORDANCE WITH PART-V ; --- - - -- ------------- - LO 0 O ' TYP EXT.WALL ; 1 d I I OF THE NYS RESIDENTIAL CODE. + ; 2"SLAB LEDGE o ' , , O V .M L- HVAC UNIT , , , _ ___ c S 0)"I e •------------- ---- --------------' EXTE co ® M VENTING OF EQUIPMENT \ 0 6 40 O pgOR PATIO QP CAST-IN-PLACE "' .c o M + INSTALL IN COMPLIANCE WITH I N O SILL PLATE ; v; ; CHAPTERS 24 FUEL GAS, ; ; ON GRANULAR COMPACTED FILL.MESH ' --- 00 m Co 7-11 21 -4/z I PITCH SLAB AWAY TO DRAIN M 0 = ' o W I •------ ------- �--------------------------------------------------------- I TYPICAL ' I I R-13 BATT i M HDU8 ' I , , , HOLDOWN TYPICAL ANCHOR BOLT -R403.1.6 > , , INSULATION , MAXIMUM SPACING: 1/2"@72"D.C. _---- r` ° a ° i ---------------------T-1-------- ------------------------------------------ .------ ------------------------------------------------------------------- EMBEDMENT OF 7"WITH NUT&311x3"WASHER. a ,; , ' 2 BOLTS PER PLATE AND HOLD AT LEAST CV ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES, a _ I _________________________ 1 p 1 i-------- ----------------------------------------------- ----i W U.J j TYP,CONC.FOUNDATION , + nj O FLAT PITCH ; U) W 0 Q ANCHOR BOLT DETAIL q FOUNDATION PLAN � W W fn —J --- -' 00 SCALE: 1/4" = 1'-0" w w `� SCALE: 1/2"= V-0" ; ; ' DROP TOP OF CONCRETE , , AS REQUIRED FOR ; , LU w C) + ; ; GARAGE DOOR,SEE PLAN ; AREA SCHEDULE 0 1 + + FOR GARAGE DOOR SIZ= 1 --- �;� NAME AREA FINISHED BASEMENT AREA 2908.3 sq ft. A B 10 10 Z 2-2X6 TREATED PLATES UNEXCAVATED 4' 6" AND ANCHOR BOLTS ; TYPICAL GARAGE SLAB ; TOP OF JOIST + ; + 4" CAST-IN-PLACE SLAB ; I TO CODE TOP OF FDN 10'-2" ' ' � , , W/6X6 W4.0 X W4.0 WWM PITCH SLAB-1/4"FT TO I + M CV , (2)ANCHOR BOLT; GARAGE DOORS IN EACH CS-PORTAL ' M N TOP OF FDN @ 9'-0" i ; ; FRAME N ALL-SEE O,/E ; i - t SECTION-SEE 1 DETAIL 3 ON PG 2 ; ; o W az 2-2X4 TREATED----' I , I 1 I ce) PLATES C � l a AND ANCHOR U BOLTS 518"REBAR @ 24"OC X 60"L 1 , � I I I TO CODE i N 1 i 1 O W O TYPICAL FOUNDATION - (9'-0" WALLS ) OUTSIDE IN ACCORDANCE WITH CHAPTER 4 HORIZONTAL REBAR: FIER TABLE R404.1.2(1) FACE ; ; ++ Q t-: .—r � Greater than 8 foot Wall Height:One#4 bar within 1 10 CAST-IN-PLACE WALL WITH �, 12 inches of the top of wall and One#4 bar near ; ; ; ; HORIZONTAL REBAR: PER TABLE R404.1.2(1) r r `' the third points in the wall story. 10" FDN WALL Greater than 8 foot Wall Height: One #4 bar within w � l 'O �' p 12 inches of the top of wall and One#4 bar near V o the third points in the wall story. TYPICAL ANCHOR BOLT -R403.1.6 1 TYPICALANCHOR BOLT -R403.1.6 p FOUNDATION LEDGE DETAIL -A MAXIMUM SPACING: 1/2"@ 72"O.C. (2)ANCHOR BOLTS MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH VERTICAL REBAR: PER TABLE R404.1.2(8) o � M EMBEDMENT OF 7"WITH NUT&WASHER. I 1 NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST #5 36 inches on center. SCALE: 1" = 1'-O" 2 BOLTS PER PLATE AND HOLD AT LEAST IN EACH WALL @ ' FRAME WALL ABO'/E � ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. ON 24" X 20" CAST-IN-PLACE CONTINUOUS ' + I ONE BOLT-12"MAX AND 3-1/2"MIN OFF I I ENDS OF PLATES. SECTION-SEE , I 1. Walls 24 inches total length or shorter connecting offset braced wall WALL FOOTING, W/3-#4 REBARS CONTINUOUS. U DETAIL 3 ON PG 2 + ' panels shall be anchored to the foundation with not fewer than one anchor bolt 2- 2 X 6 ACQ SILL PLATES, COPPER TERMITE located in the center third of the late section and shall be attached to adjacent 0' 5'-3" 1 0' 23'-8" 0 pSHIELD,ALL FOUNDATION FOOTINGS TO braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP 2. Connection of walls 12 inches total length or shorter connecting FOOTINGS 1V TO 2H. offset braced wall panels to the foundation without anchor bolts shall be permitted. I --• •-------------------------------------------------------------------' I The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) t , 31'-5" 27'-2" 14'-2" 74'-9" 2'-2" 6'-7" 12'-11" 9'9" 26'-4" 15-0" 2'-0" 4'-10'/2" 4'-10%z CW16-3-Transom 4.8 TYPICAL TYPICAL TYPICAL DU8 HDU8 - - - 11HDUB HOLDOWN EGRESS HOLDOWN \ TYPICAL (2)1-3/4"x 14"LVL FLUSH v HOLDOWN CW16-3-Transom �! HDU8 iv 6X6 DECK POST HOLDOWN 124" CW26-Transom - - _ T - - - T - - - , - - - - - - ----;;----------- ----- - - ---- ----; -----------7T------- -- - (2)1-3/4"x12"LVL FLUSH - - - -- ------* -----------1----- -----I-r---- ----rr----- --- rr------- ------ �- (2)1-3/4"x 14"LVL FLUSH ; 3-2x12 ; ; ; ; 3-2x12 ; ; " I I I I I I I I I I O M I I I I I I I I N 21'-9" Q AL EQUAL EQUAL EQUAL EQUAL EQUALo x H I I I ( II I I I fV Pre-Fab/ Factory Built Fireplaces In accordance with chapter W 10, factory-built fireplace inserts shall I I 1 1 I I 1 1 I I I I I I I j I be UL listed and labeled and shall be ® ________________ (COVERED : 5y2" 7v�° DINING I I I I I I I installed in accordance with the ' ' o PATIO I I ° I ° 1 1 2X8 LVL OO „� I I I ° I I 1 1 I conditions of the listing. Factory-Built 4Y U 1 1 STUDS ; ; : Q � 1 I I I r I I W I I I I I I � I I I I I I @16"OC fireplaces shall be tested in accordance , , m , , ;0 , , FULL HEIGHT with UL 127. Hearths shall be installed in ; ; ,TJI 560-14"-Floor Joists(a 12"oc, ; ; o ; ; x o I I I � accordance with the listing of the � II `�1 I LO Fireplace & in accordance with NYS code x N ' ' BEDROOM #1 W I I I I 1 1 I I I I I I for Hearths & Hearth extension. All Fireplace shall be equipped with an M I ' S'8" 5'-01 d-d" 6-8" OPEN I I I I I I I exterior air supply. Exterior air ductsI AB shall be UL listed. Factory Built Chimneys � � 3-2x6 (3)14"LVL WI 3-2 6(2)3/8"X 13.5"STEEL PLATES FLUSH � :CXW16 � � CXW16 ; � CXW16 � ; CXW16: � ABOVE o Z r E shall be in accordance with chapter ,- - - - N W 10 Section R1005 Factory Built Chimneys. ; ; 3-2x6 3-2x6 _ N 12 0 3-1/2"x 12"LVL17 ry O o �/'� CODE COMPLIANCE STATEMENTS: 10 ; ; N KITCHEN �� co Z I I CV I I (D W 1. The windows selected for this project shall meet \ FAMILY 2 2X10 - the egress requirements of R310. ; ; w WT-z ROOM SMOKE BEARING 0 UJ 2. All windows shall meet Section R308 Glazing and ; ; z 0 g = I I o OPEN ALARM O WALL x d Q n.. z) CD R308.4 Hazardous locations. ; ; Y 3. Windows were required shall meet the Window Fall ; ; Z w o ---- I Q TO 4' 0" N N W q w»'� Iw a ABOVE 11-7/z o protection requirement R312.2. 6x6 POST ' ' U°g w O° U ( J 0 0 5%" Z v, O TYPICAL ; ; o w o ° ° M U 4. Bathroom windows shall meet the hazardous ° glazing requirements as per R308.4 ; ; ;z U r } _ I I §Ym �/, J I Y Z \ \ O 5. Stairs, landings, railings & guards shall comply U_ o - o ■ o = I o UL LISTED GAS-----_ JI 360-14"-Floor Joists 16°oc N co �- > ----- -� -' PRE FAB FIREPLACE C) with R311 & R312 -o x ¢ 6. Outside lighting shall comply with RE 3803.3 <9 Y o o M , g °° GLASS DOORS& O ¢-z U .2 LL HEARTH EXTENSION WALK-IN a 7. Stairway illumination shall comply with R303.67 LL=U)a i AS PER RESIDENTAIL m OS o Nry i CODE-CHAPTER 10 �, (70 and R303.8 ; toLn VENT TO EXTERIOR N IZ 8. Fireblocking shall comply with R302.11 thru R302.11.2 ; ; N XII m AT-0' Q- U 9. Draftstopping shall conform to R302.12 thru R302.12.1 J U N ~ ~ m I 10. Flame spread and smoke-developed index for walls Coll ¢ �and ceilings shall compy with R302.9 thru R302.9.4 r ; ; v I 17'9" 8'-7" 2-2x10 E 11. Flame spread and smoke-developed index for ; ; in POST - - o.-E °? ' ' 3 2x6 (2)1 3/4"x 14"LVL FLUSH ABOVE 3-2x6 BALCONY LINE ABOVE 5_g 3'_8^ ° rn m D1 6 o 2 `oinsulation shall compy with R302.10 thru R302.10.5 ; 3'-0„ - - - - - - - - - - - - - - - - _ - - _ _ 5'/z" N 011. Recessed lighting fixtures rated for " - ._ o 1/2"PLYWOOD - 3-2x6 (2)1-3/4"x 14"LVL 3-2x6 c= z m `o u y m membrane penetration shall meet ASTM E119 ' ' 0O THIS FACE N -o" - y , o L -.o 2 and Flre Stopping as per ASTM E814 or UL 1479 10 T 2 15 U'iR r2�1 3/a"x 14"LVL FLOOR JOIST$�n 16"oc 2 2w o U w y U o o Y 12. Exterior Decks shall comply with R507. ; ; -------- 26'4" 9 y 2 c o m� a� m a 2'-1" 4'-2" 6'-2" o o 3-2x6 8'-3'/z' a�s in o 3 c 2•E 3 a I 5yz" 3,z' 3Y�" -------- (2)1-3/4"x 14"LVL 3 2x6 4'5' 9'8" a o o a m c 1/2"PLYWOOD -- ----- - - - - - - - - -��"-L - - - - - - - CUSTOM SHOWER BEARING °o' rn a� c 2 s y O1 ---- c o -I LL c - m N o�'E 3 o E THIS FACE _- DOWN - BALCONY LINE ABOVE �a WALL . croE'• m 0 T-7� �-o,. 3,-6" THIS FACE OD woo m roma a L°, aoi wc° t ® � � 6x6 POST a, c w. m 11 N fan -------- -------- 8 9 " -------- _-------- FOYER TRIM TO Z'c_L L- ° w I e Ali E � rn a c U c 1 - fA J J (6 - ¢ y C Ql C G7 O o -------- ¢ ------- OPEN 8'-7" ,TJI 360-14"-Floor Joists ft 16"oc s c n E m �a �Z5 cc Er co E U a- I I CL PANTRY - ------ ------ a.=_o o a � z = - _------- = TO - o 3'-0" 4 - � ABOVE � MASTER (3)1-3/4"x 9-1/4"LVL =v b BATH cc LO o � r FLAT CLG b v o M ao(10 @10'0" o C cC\ in 26'-9'/0 14'-1" O V 8'-3'/z" 13'-0" 8'-3'/z' G UARDRAI L U C °) rn fL N C 2 LBEARING m ?� GUARDS R312.1 LAUNDRYWALL 3-1/2"x 12' VL FLUSH o c Q }_ 0 - 47- o Orn ROOM - -- U5z C: (0 1:1)0 0 J 21'9" i ACW3060-2 J ACW3060-2 O U ,� Co GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF U N ; 1 o fan c c B �0)N / co ¢ "' VENT CLOTHES DRYER =r UP Cl)ih U, I I I OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, IN ACCORDANCE WITH MUD ROOM X TYPICAL RAMPS AND LANDINGS, THAT ARE LOCATED MORE CHAPTERI5-CLOTHES ; � ; a COVERED HDu8 zo Ln o o co DYERS EXHAUST. r? o m 6X HOEDOWN - -- ------ � oo 00 THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR r _ __ n, 4:1) POST PATIO �TDU8 cwis 3 t M v ti N FINISH TO YPICAL \ TYPICAL OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES N - AILING( ¢ 3-2x10 12"x12" 32x10 3-2x10 \\\ HDu8 HORIZONTALLYTO THE EDGE OF THE OPEN SIDE. " ----------- ---FYf}------ ----------- ---------- --------- ---------- 11 " II II II II II ' I ' - HOEDOWN HOEDOWN II II II II II II II I I I IZI II II II II II II I I I I UP ----------- ----------- ----­----- --­------- ----------- ---------- HORIZONTALLY --------- INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. II II II II II II II I I I I I 3'-0" u u n n n u u N HANDRAILS R311.7.8 N C) w I N f- ----------- - 3'/," 4'-4Y," 4'-6'/�' 4'-6" 4'-6" 4'-6'/" 4'-1" 7'-6" T-6" Z HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE ----------- z cl R302.5.1 OPENING PROTECTION. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. 9 IN INSULATED SOLID CORE STEEL 3-2x6 W Q DOOR,20-MINUTE FIRE RATED. ----------- --------- - m 13'-1/2 15'-0" LL1 N WEATHER STRIPPED ; 3-2 z ' " � W/SELF CLOSING DEVICE. ' UJ J NOTE: GLAZING HAZARDOUS LOCATION: R308.4 o Luo LLI INCLUDING BUT LIMITED TO THE FOLLOWING: o o � a SAFETY GLAZING (TEMP GLASS) IS REQUIRED TJ1560-14"-FLOOR JOISTS 16"oc 0 AT GLAZING IN A BUILDING WALL ENCLOSING R-30 IN JOIST CAVATIES ; A B BATHTUBS AND SHOWERS WHERE THE00 M 10 10 BOTTOM EDGE OF THE GLAZING IS LESS [NY]915.3.3 Residential Buildings and Commercial Buildings � iv o THAN 60 INCHES ABOVE A STANDING With an Attached Motor Vehicle Related Occupancy ; x r CD SURFACE AND DRAIN INLET. Carbon monoxide detection shall be installed in a central or otherwise approved OMNI STORAGE location in each occupiable space in a commercial building and within 10;feet of TRIPLE STUD WET SURFACES: R308.4.5 the entrance to sleeping areas and sleeping units in residential buildings I M and commercial buildings that: ;___________ _______-_ _ FLOOR TO FLOOR GLAZING IN WALLS, ENCLOSURES CONTAINING = -HOLDOWN W N 1. Have a communicating opening with an attached motor vehicle related occupancy, _ 2x6 C WHIRLPOOL, BATH TUBS, SHOWERS, 2. Share one or more common walls with an attached motor vehicle related occupancy,orw, o Q +- d1 TYR HDU HOLDOWN FLOOR PLAN VIEW SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM 3. Are located one story above or below a motor vehicle related occupancy. SEE ADDITONAL DETAILS ON DWG 2-3 :� a EDGE OF THE GLASS IS LESS THAN 60" = 3-2xs CU MEASURED VERTICALLY ABOVE ANY STANDING OR N BEARING WALKING SURFACE SHALL BE CLASSIFIED AS WALL PER TABLE R308.3.1(1)AND R308.3.1(2) WINDOWS, EXTERIOR FRENCH & SLIDING DRS 1ST FLOOR PLAN I--�I d ; �, 03 GARAGE o Plans indicates ANDERSEN series A CASEMENT h-� >~ r� DWELLING GARAGE o Model Numbers and shall be In accordance with R609 SCALE: 1/4" = 1'-0° M o SEPARATION IN To be designed & installed as per manufacturers O Smoke Detector M 'c� 00 �� TABLOERR 02 6E WITH i 0 g p g F� -� '� EXCEPTION: GLAZING THAT IS MORE THEN 60 cJ specification for 140 ultimate desi n wind speed AREASCHEDULE Carbon Monoxide Detector N .0 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, SEE DWG-1 FOR TABLE x and Table 301.2(2), 301.2(3) NAME AREA CO Refer to DWG-1 General Notes INSULATE WALLS 1 zt z Provide HP LOW-E4 glass; U = .30, SHGC = .30 In accordance with Section 915 of the ^ " ' FROM THE WATERS EDGE COMMON WITH LIVING M ' 00 o EGRESS: shall meet R 310 FIRST FLOOR AREA 3125.2 sq ft, AREA. PROVIDE:HEAT 2020 IFC, R314, R315 of the Residential SAFETY GLAZING IS REQUIRED ADJACENT TO DETECTOR PER R314.2.1 x GARAGE AREA 900.3 sq ft. O N WINDOW FALL PROTECTION: shall meet R312.2 code of NYS STAIRWAYS, LANDINGS, AND RAMPS WITHIN Substitutions made upon meeting Code. 36 INCHES HORIZONTALLY OF WALKING SURFACE , See page one, general notes for additional FIRE BLOCKING SHALL BE INSTALLED 6'-0" 24'-0/2' " code requirements. IN ACCORDANCE WITH R302.11 OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM 5v" 5'/2° ------------ ----------- - 5% THRU R302.11,2 AND DRAFTSTOPPING TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN 3-2::6 PER R302.12 THRU R302.12.1 EXPOSED SURFACE OF GLASS IS LESS THAN z-zxlo z 2x10 60 INCHES ABOVE THE NOSE OF THE TREAD u' OR WALKING SURFACE. ---- ACW3060 ACw3060 Vol 9'-0" 13'-5" 9'-0" 31'-5" 12'-11" 9'9" 264" 6'-5'/�' 5'-0" 5'8" 5'-0" 5'-0" 5'-0" 5'-8" 7'-6" 7'-6" EGRESS TYP. HUD5 TYP.HUD5 CW16-3 FLOOR TO FLOOR TO FLOOR FLOOR HOLDOWNS CW16-3 HOLDOWNS N CW26 ---- ET (2)1 314"x 14"LVL FLUSH RIM JST 0) m J ¢Y N M c) 21'-9" U�w z-j o co 12--0" N w 0 a U 13'-11" BEDROOM #3 LOFT 2X8 LVL 7'/z 9'-0"CLG HT 9'-0"CLG HT STUDS @ 16"OC c� FULL HEIGHT in o o SMOKE oo i2 o� ALARM O Open to below Cl) FLAT CLG GUARDRAIL o M � U 3' 7'-10/i'' 5'-0" 4'-5'/z" 26'-9'/2" 13'-11" z -10" D 5'/z" 3'/2" 3'/a" ._------------ 31/z° ' 5/z" � 7/z" `f [ M M N I 'gyp _ I Imo. lCi :3 O - ----------- rr ' J `t 6'-4" v WALK-IN CLOSET 3'/2" 5'/Z" o 2'-6" c9 `� CUSTOM `V o N 3'10'/�' 8'-0" TI �' SHOWER "' o 1 1 coz + 1 Q II N LO CUSTOM SHOWER M Open to 00 N Pull l - - - N e I e BALCONY below M ;DoWn I 2' o" 4'-0" ` N VAULTED CEILING VAULTED CEILING N I Stair `I LO c cfl 11 BATHROOM 19 fan BATHROOM o U ® fan 9'-0"CLG HT N 3.4. �S WALK IN o b o CLOSET co Y-0"CLG HT CD 4 ° 0 o LN � I � y c o 9'-6'/z' 18'-11/2" Qj 8'7 Cl)/2'-6- T-O" mIn 2'6" o c 12 6x6 POST FINISH m t o E L m E m o 21 C) f L to �� `p U C S = tq O ------------- --------- --� -------------- -------_-___-___----- ---- - ------------------------ — - O � � (0 C.t D U 10 V T Cl) Z � GUARDRAILm c " " � O1 M m o a+ 22- 36--l" �� m rn c� Cl) i i S o U c a u °� 0 a'� `o m mtNo3 -C �.Eami30m 'S 12'-0" -------- 'v m.N 2 c o m•- a o c 3 BALCONY U VAULTED CEILING O GUARDRAIL c m a� _ :? `swM DOWN -------- co SMOKE �' m.E.s c ALARM SMOKE4' 11" O � 0-0e .0"Cc) ALARM n c c o ` AO 8'9" WALK-IN --------- -------- o o c CLOSET - ------- -------- u `.N N m M E = �U W Iz m N E ¢ cd c m o - ------- -------- N c aE m m 0 o �� N L 11 in J I- c�imd � IL- mEn.Eo n --------- ------- O—� N - - - - - - 9'-0"CLG HT cn --------- -------¢ BEDROOM #4 00 N below BEDROOM #2 r _ _ _ _ _ _ a, r ENDWALL r - - - - - - - - - - - M = CORNER STUD 1 00 CONNECTED TO .• �4 stud corner 2'-6" VAULTED CEILING 9'-0"CLG HT TRANSFER SHE, 2-16d COMMON _,—Simpson HDU2 I I o fan I 1 ® NAILS 6"o.c. p L) with 6-Simpson I °\ SDS 1/4"x2-1/2" t "' 13--0" '-5% GUARDRAIL w s wood screws I t ° ° 5/8" Threaded Rod -- - -- U 1 ACW 040-2 14'-1" I 1 ACW3040-2 ACW3040-2 q t I I I O M t t Open to 1 t below I "' Typcial floor system CD J CW16-3 t W ¢ Simpson HDU2 t ¢ HA' D AIL' ti I I J I I I I I I I I I I 1 I 0 with 6-Simpson 1 I I i I I I I I I I I 1 O DN ' SDS 1/4"x2-1/2" 1 I T-6" 7'-6" ' wood screws I I I I I I I I I I I I I 1 L - - - - - - - - - - - - — — —i — — — — LU r - - - - - - - - - - - GUARDRAIL ---- - - ------- -- — - - 1 I I 11'-11" 2ND FLOOR PLAN TYPICAL HOEDOWN z ALARM I 8'-1o'i�' SCALE: 1/4" = 1'-0" I BETWEEN 1 ST & 2ND FLOOR 12'-5" I I REFER TO DWG 7 FOR ROOF NTS Lu iLi WS/INSUL I I W I I FRAMING AND HEADERS 4 I U 0 t UNINHABITABLE ATTIC iLU s I ~ 1 1 WITH LIMITED STORAGE N I I g I 1 1 I o, I I AREA SCHEDULE I NAME AREA 1 I SECOND FLOOR AREA 2230.6 sq ft. I I M RECREATION RM ABOVE GARAGE 495.8 sq ft. O 10 CO M� II I g I I l l I ji I RECREATION I ¢ t l I ROOM I I I 9 I I I 10'-0"CLG HT I I co � = N a l l + a1 0 1 1 I I U I I PLO 11 I I � 10 t t 5'9" co i i �-St I I ¢ I I b00 I I I I I b A p i II I I I I M ® N V "ct ~ ct0) CSI It I II O zo II I I W II II Q II II I I a � II II I I II 12'-5" 5'/" 51/2" 5'/z° 5,�" LO II � I I II ACW3058 ACW3058 1 15'-8'/z' 15'-8'/" 26'-4" (2)1-3/4"x 14"LVL FLUSH I L — — — — — — — — — - GUTTER ' (2)1-3/4"x 14"LVL FLUSH HDR , z I Yd•CN w o I 7 1 J - W 0]❑d I N • I I I 1 ¢ I I BEDROOM #3 I LOFT z WI 2x10 RAFTERS CD 16"oc � 2x10 RAFTERS Cd 16"oc v W I N U 2x8 CEILING JOISTS @ 16"0c '2x8 CEILING JOISTS @ 16"oc ( D_ 2x4 COLLAR TIES @ 48"oc 12x4 COLLAR TIES @48"o c N (� I N LO N I 1 Q 2x10 RAFTERS (cD 16"ocN 2x10 RAFTERS @ 15"oc I = uj W M -' I 2x8 CEILING JOISTS @ 16"oc I 2x8 CEILING JOISTS @ 16"oc I W aI 2x4 COLLAR TIES @ 48"oc 2x4 COLLAR TIES @ 48"oc Open to ' I U Ibelow I I Z CD , W DBLE CEILING JOIST ❑ W Q ui N O Q I 2-2X10 2'2X10 2-2X10 2-2X10 2-2X10 2+�20 SII N �co � I a / ❑ t W 111 1 1 I I I I 11 II II - II II W O W II yl -1 II II 11 11 � = II I Q U-m�U I I ' LJJ c/) >—Q OJ II II II II V>W II WALK-IN ET °+ Z)0LL /♦ I Q L.L ./ CLOSET �3J� ii ii J ii t~i ii ii W ii \ I I � I I i t Q J I I I I I I p N(n~ I I � IW (D / CO I I I I U I O I I I I I �' 1 1 I I I �- I I I I X= ,� I I JP U / �\ ' II 11 II N 11 II N>~Q� II ' �O ♦ U O O 1 1 I N>W I I / n-4-/ to , N VV/) V O 0 RAFTERS 16"oc I I I I ' V ' . II 11 II II 11 II II 2x12 RIDGE N O T_ II II II II II II 2x8CEILINgJOISTS @16"oc - - - - - - - - - - -� r - - - - -I� - - - - - rl- - - - - -Ir- - - - - -I�- - - - - - - - - - - -{ _ _ _ II II II II II II 2x4 COLLA TIES @ 48"oc ' . 2x12 RIDGE U 2x10 RAFTERS 6"oc sT I II V II < O �(/ /F, Oen to I I I I I ' `BATHROOM r P I I I I —� I x8 CEILING JOISTS @ 16'oc T` ' ' ' ' x4 COLLAR TIES @ 48"oc p OCD 2x6 RAFTERS ci 16"oc BATHROOM G �i� ?O below i i i fan X v o /`l^J X 9'-0"CLG HT ��``�G I I I I Q J 1 1 I I I I I I / ��\ IN x Y 2x6 CEILING JOISTS @ 16'oc I cNv ��� • i i U i i i w i i i 'Q� +�O ` ® cN I �' I I 1 1 I I I I I I I /✓�� 0 L� I r II II II II Q ul II ° `\ I BALCONY - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - � o X u1 VAULTED CEILING ``` N • ' E.0 0 O I oUO _ N I , O �._ 6X6 POST 6X6 POST . 1 m rn m m rn c n o r r FIN TO 8X8 3 1-3/4"x 16"LVL FLUSH FIN TO 8X8 w o y (3)1-3/4'x 16"LVL ` ( ) (3)1-3/4"x 16"LVL 4-2X4 / / I w'= w E s N y� o" I --- ' I , o c – 'uE2 o ---------- --- -------------------- c Z Qm M, -- ----------------- ---------------------------- ------------------------ 4-2X4 SOa' ° =0 m \ N I I JOIST HANGER / W x I Cc: o CONNECTION O N =o 101— ? n` v o I r-. N O_U m 0 N N ? --------- BALCONY I N i 0 3 L =.E Z-,3 0 3 Icli U- -------- N w O N DOWNcNrnatL c N ' WALK-IN --------- -- I v a� o m- as O o m a? oocu 2� � a� CLOSET ` CL -------- / I t y m m cU N muot ` BEDROOM #4 a �� �:__ a� �� W --------- -------- BEDROOM #2 I = a s� o Q I F- U !n m Er m E CL O a ❑ --------- -------- 9'-0"CLG HT 2x10 RAFTERS (cil 16"oc 2x10 RAFTERS 16"oc Open to , N ------ 2x8 CEILING JOISTS @ 16"oc x 2x8 CEILING JOISTS @1 " c --------- w below � I I a o 2x4COLLARTIES @48"oc `„ I 2x4 COL TIES @4 0 --------- -------- ¢( E _ v / 2x10 RAFTERS a.16"oc ' 2x10 RAFTERS (cD 16"oc I z �j 4- � X 2x8 CEILING JOISTS @ 16"oc( 2xB CEILING JOISTS @ 16"oclic I C 1 ( 2x4 COLLAR TIES @ 48"oc 2x4 COLLAR TIES @ 48"oc > C I / I Ocu O U L) 0) 4- I , - � 1 � rv � -I 3.2x10 3-2x10 3-2x10 I I Io O cZO Oo UCD N I O U O 1 I C •� N Icu 2x10 RAFTERS (c)16--oc I Open to - - - - - - - - - - - - - - - - a o c Ibelow I 18 INCH OVERHANG TYPICAL `D I 2-2x12 I � CO (.0 cn O_ 1 I I I 11 X _ I W N W p~ cn L — — — — — — — — 1 — — — — — — — — -� W Q I , RAI INI ¢ X 12 INCH RAKE OVERHANG TYPICAL 00 I I I I I I DN I I I 1 I I 1 I J I I I I I I I I I I I 1 N W L - — — - - — — - — —I — I i I I I I I I N Q 1 - I — -- N w L — — — — — — — — — L — — — — — — — — — — –n— J O I I— i I � Z II cr) II II w 1 I 1 w Q L1 I 2x10 RAFTERS aft 16"o_c w U) J II 1 1 N 2x8 CEILING JOISTS 1@ 16"oc W Q LU I 2x4 COLLAR TIES (c 18"oc C) I N II ' III ROOF / CEILING FRAMING PLAN 1 I III SCALE: 1/4" - V-0" 1 1 00 I I I I m l o I I Lu xKNEE I 1 C7 N I I I WALL I RECREATION N 11 1 1 1 > , ROOM 1 1 I I I X o I I 11 ' cx� i I r 41 1 1 C? CIO I 2x10 RAFTERSan 16"cc I I v O I i 2x10 CEILING JOISTS @ 16"oc o I I I I 2x4 COLLAR TIES @ 48"oc x O I c� 1 1 v N x1I I I I I 20 RAFTERS cD 16"oc I I WP4 1 O 1 2x8 CEILING JOISTS @ 16"oc bO O 00 I I 2x4 COLLAR TIES @ 48"oc I 1 1 1 h®�I n/ x N s~ II I II . 1j I II O II II II ' II I I 200 RAFTERS ha.116"oc 1 2x8 CEILING JOISTgI 1 16"oc I I 2x4 COLLAR TIES I @48"oc II I II I I 2-2x10 I I I 1 TOP OF ROOF TOP OF PLATE — _ — Lo W M U � Z Wp N 0! TOP OF SUBFLOOR /'\ TOP OF PLATE I`,/' 1�.r1 J' - - - - - - - - - - Z oy O W Q 0— W (D U) O LL-L. U Oma = 0- p U o �- TOP OF SUBFLOOR o TOP OF FOUNDATION .. W_ .`"'. ". _ . — - — - — - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2 - - - - - - - - - - - - - - - - - - - - - - - - - - N c E,O c . vi U) O O U E E O w O1 � E 17 LEFT ELEVATIONo= z U o Q7 O U Vl (p — O zn NiUO Y , -011 ca�oay SCALE: 1 /4 1 U Y3 o M.3 3 L c ca' I.: o O O U N O C CLU N N N 01 2 Su TOP OF FOOTING L a c o 0 0 3 o o o E amc mcE� �on L U.�N `c A Q7 U f6 2:'E Q ill c N c G7 O N c II.E f0 m a N L) O F- OU to m O' P f0 E 8L O d TOP OF ROOF — O r O C C � ..� C r 12 12 O r p � > r O r 10 10 O CZ 00) 1212 O O .O � d. 12 10 10 � J N �4 � Lo 0 0CM --j00 co -5 TOP OF PLATE _ — _ — _ — _ TOP OF PLATE , 12 P PLATE_ - - ` 10 12 TOP OF PLATE 10 N N N FW- CN 0 e _ O r z 00 OO 00 U) LLI Q c� W (w J W W Q TOP OF SUBFLOORTOP OF SUBFLOOR TOP OF SUBFLOOR D U — _ — _ _ — _ _ _ — _ — _ — _ — — _ _ TOP OF SUBFLOOR TOP OF PLATE TOP OF PLATE — _ — _ — _ — _ _ — _ — _ — _ — TOPOFPLATE - _� 31-011 - - _a- - - - - - - N \ , N N O O Q O O zo JIL �+. r -� U TOP OF SUBFLOOR O O - - - _ — _ — _ — _ — _ _ -TOP OF SUBFLOOR U W. _ �.v_ - - - - TOP OF FOUNDATION �. . I F-r-I x -c3 N v F3 -4 03 FRONT ELEVATION SCALE: 1 /4" = 11-011 . I o I I TOP OF FOOTING I d l TOP OF ROOF — _ — _ — _ — - - — - — - — TOP OF ROOF 12 12 10 10 12 12 10 10 0. TOP OF PLATE - - - — - ' ^ W L(M, U a � r w pry � pz12 N 4 — TOP OF SUBFLOOR W Z — _ _ — - TOP OF PLATE O W TOP OF PLATE W OC�O DOD o 0 � y 000 OC�O n p U Garage Garage 0CD I— Door Doorno' co :D M ^ � TOP OF SUBFLOOR (� � U it TOP OF FOUNDATION _ _- .._. . ,....�.�_..._...._ _ .._ .. .. e - .� �.._,....�. . .. .�.-.._ ..... ._. _. ., _.�. yam.. _..�. _ ..._. _.-.�. s.._„ _ TOP OF FOUNDATION - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — --- --- -- — - - - - — — — — — — — — — — — — — — — — — — — — — — — — — - - - yc — - — - - — Eo c is N 47 N'� p� Oi U D]p U C G to o O C't O U C D C C 4L D. U � � RIGHT ELEVATION - u-, �� ° U lc:.O C C N p a� o.5 �I U� ': o C d U y.L 7 SJ ,sio g -O II 1 11 3 L =.�� 303 SCALE: 1 /4 -- 1 -O EMERGENCY ESCAPE EMERGENCY ESCAPE a o a `o a 7 L AND RESCUE c a� N o y rn AND RESCUE o U m c WINDOW WITH WELL WINDOW WITH WELL ta� c� 'cL `oc �o E `w C — - - - — — — _ TOP OF FOOTING 2'Z:� 4 w c c m a - - - - - - - = cnEm .'so TOP OF FOOTING L _ �6 (D c w F- co� 'nma HmEa� o a TOP OF ROOF _ — — _ — O E � O U = U 1 O N C 2 12 O Q } 0 — 10 10 U p Z c C-0 12 12 000 ,O co 4 12 c C O d 10 10 10 C� JO M LF) O 00 00 TOP OF PLATE — 00 00 TOP OF PLATE- CD LATEO W N � 12 N 0 o Z o� 10 uj m Q Q 12 U > Q M �5 M W W U TOP OF SUBFLOOR TOP OF SUBFLOOR TOP OF SUBFLOOR TOP OF PLATE — - — _ - — - TOP OF PLATE — CD LLj=j I ILL===A=====Jj 111L===-i� jLL===l===�g ILL===A=� LL�u 0 0 r- TOP OF SUBFLOOR TOP OF SUBFLOOR U O f� - - - - - - - - - "� cd TOP OF FOUNDATION - - - - - - - - - - - - - - - - - - - -- - - - - -. -. .__-...-.. - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -.-. - - - - -�_-. .-._._ - - - - - w M o REAR ELEVATION - - - - - - - SCALE: 1 /4" = 11-011 - - - - - - - TOP OF FOOTING 3 TYPICAL ROOF CONSTT, INSULATION SCHEDULE shall comply with 2018 IECC Location R-value Thickness Flat Clg * R-38c 10-1/4" I Qt�" ulm QQ L' Q uiu Hiffil'EIVANIF 'an, 1E H -�N F]PN 'M 1A ' _ TOP OF F PLATE_ Vaulted Clg R-30c 8-1/4" Floor(unheated space) INSULATION BATTATION END WALL R-30c 8-1/4" Floor(outside air) R-30c 8-1/4" NSUL BLOCKING Exterior 2x6 walls R-21 5-1/2" DET-4 air seal walls to pass 3 air changes per hour LO PAGE-2 Above grade attic walls R-15 3-1/2" UJ CO q q Foundation Walls R-13 in 2x5 @ 16" oc studs o 0) BEDROOM #2 BATHROOM Foundation Rim Joist: R-30 r All Glazing U = .30 SCGH: .30 Z Doors-less than 50% glazing U = .40 Door-more than 50% glazing U = .30 SCGH: .30 U N Q / r _ - - TOP OF S_UBFLOO_R_ *If part or the entire attic will be decked over with plywood, — L{L.....LLL��� 12 the ceiling joists must be deep enough in order to fit the (n Q 4 — — - TOP OF PLATE batt insulation so that it is not compressed. If not then W 2X8 LVL STUDS Clg Jsts will have to be built up or upgraded to the next size. Z ., @ 16 OC 0� O FULL HEIGHT W Other Specifications: • Windows: Us 0.30, SHGCs 0.30 0 • z 100% high efficiency lighting (CFL's or LED's) 0 0 • s 3 air changes per hour !vW Y a WALK-IN • Z All Energy Star appliances , U O BATHROOM CLOSET ttl R403,6 Mechanical ventilation shall be provided that O BEDROOM #1 meets the requirements of section M1507 n 0 2 O LO R403,7 Heating and cooling equipment shall be (� TOP OF SUBFLOOR sized in accordance with ACCA manual J b a 1 EN INEE ED J ISTS y — _ — TOP OF FOUNDATION certified third party rater. a �. U 7 A .G `< LVL GIRDER b' 4 b• _ U1 O F302.13 FIRE PROTECTION OF FLOORS: c° N �] PROVIDE 1/2"GYPSUM BOARD ON ENTIRE o'E e CEILING ABOVE BASEMENT ATTACHED TO THE UNDERSIDE OF THE JOISTS. R-13 BATT b o w �,o FINISHED _ y o os INSULATION ,S N b• IN 2X4 @ 16"OC = b: TYPICAL ROOF CONSTRUCTION Q �fn'(."-p o BASEMENT _L °STUD WALL SECTION AAsphalt cO ` U, `0 0 fasteners per manufacturers specification 1 /4" V-011 m � 2co mag 3c3 and the NYS CODE. ° ,s TYP.BASEMUT SLAB Underlayment as per section R905.1.1 & N N TOP OF FOOTING a ` • ` • installed per Table R905.1.1(1) E •" Ice & Water barrier as per section R905.1.2 _c ° 0 ° ` Q, (Note: Double underlayment is required for Roof slopes between 2 on 12 and 4 on 12) N �_ a N `0 ° mcaEm 0 � � 2 Framing As per plans with 1/2" exterior grade ~ Q N° a- P ° E a.=° ccl span rated structural plywood Sheathing, Nail to framing in accordance Fastener o E N1102.2.3(R402.2.3)EAVE BAFFLE CONTINUOUS RIDGE VENT Schedules & Strapping per detail sheet(s). ci U FOR AIR-PERMEABLE INSULATIONS Flashing per R905.2.8 C C IN VENTED ATTICS,A BAFFLE SHALL BE RIDGE BOARD R905.1.2 ICE BARRIERS; I D C� INSTALLED ADJACENT TO SOFFIT AND 12 SELF-ADHERED POLYMER MODIFIED 0) 6,, •-r-- EAVE VENTS. BAFFLES SHALL MAINTAIN BITUMEN SHEET USED IN PLACE OF TYPICAL SOFFIT CONSTRUCTION. , r- L) AN OPENING EQUAL OR GREATER THAN 10 VORMAL UNDERLAYMENT AND " " U C ti THE SIZE OF THE VENT. THE BAFFLE R806.3 18 overhangs-typical, 12 rake overhang co m r- C SHALL EXTEND OVER THE TOP MIN. 1"AIR GAP 12 EXTEND FROM THE LOWEST EDGES OF 7.5" Wood fascia & 7.5" Wood rake boards. ' `- o — OF THE ATTIC INSULATION. BETWN INSULATION ALL ROOF SURFACES TO A POINT NOT C Q >.- 0 — AND SHEATHING LESS THAN 24 INCHES INSIDE THE azek" or equal 0 C Z o 0) 10 EXTERIOR WALL LINE OF THE BUILDING. U p RAFTER/CEILING JOIST HEEL DN ROOFS WITH SLOPE EQUAL OR GREATER Metal drip edge per R905.2.8.5 O 00 ca 24 JOINT CONNECTIONTHAN 8/12,THE ICE BARRIER SHALL ALSO BE c C •�d Fully Vented beaded Azek Soffits CZ - N SHALL BE NAILED APPLIED NOT LESS THAN 36"MEASURED ALONG a- J N @ TOGETHER IN ACCORDANCE 12 THE ROOF SLOPE FROM THE EAVE EDGE OF THE U' O 'C C M WITH TABLE R802.5.2 4 -6 BUILDING (SEE DWG-1 FOR TABLE) (4)5/8"DIATHRU-BOLT TYPICAL EXTERIOR WALL -� 0o-) m WITH SIMPSON H2AAT EACH COLLAR TIE AT EACH "' 2x6 Doug-Fir Wood Studs @ 16" oc. RAFTER TO STUD. RAFTER EACH END TOP OF F PLATE_ _ _ _ TOP OF F PLATE_ Double top Plate and Single Sole Plate. R 3TYPICAL C LBATT 1/2" exterior Grade - Span Rated R-30C BATT INSULATION Continuous Structural plywood Sheathing. TOP OF PLATE INSULATION - — LUSH LVL Fastened per Fastener schedule. JOIST HANGER AT t vec House Wrapore equal.JOIST N ROOF DECK hardie Siding as per clients selection N Lu LAG SCREW TO o o COMPOSITE DECKING installed per manuf specs and NYS code. c\i p STUDS @ 16"oCCont.�' rn DUCK BOARDS Contload path strapping installed in accordance Z SIMPSON SKEWED o SINLGE PLY EPDM ROOFING MEMBRENE fY U) HANGER @EACH ti INSTALLED PER MANUFACT.SPECIFICATIONS with drawings. Provide Fire Blocking in accordance W < RAFTER 3/4"MARINE PLYWOOD DECK with R302.11 & R302.11.1 and 0° WW 2 X JOISTS CUT TO A PITCH OF 1/4"FT TO GUTTER co BALCONY C p -a -a Draftstopping per R302.12 & R302.12.1 w M BALCONY '< "1 0 > TOP OF S_UBFLOO_ R _ 12 _ TOP OF SUBFL00_R_ p ROOF DECK M cn N W W TYPICAL FLOOR CONSTRUCTION 4� 3/4" Plywood Span Rated Subfloor, 2X12 AT 12"OC TOP OF PLATE p Glued and Nailed in 1"T&G SOFFIT accordance with the fastener schedule. DBLE14" Floor joists and Bridging as per Code. WRAP HEADER IN----' LVL JOIST WRAP N AZEK BTRIPLE 12 HEADER AZEK BOARDS ON EXTERIOR ALL TYPICAL FOUNDATION CONSTRUCTION 4"AZEK BEADED in accordance with chapter 4 PORCH SOFFIT ON 3000 psi Air Entrained cast-in-place concrete FURRING STRIPS 00 p ri wall on cast-in-place Concrete Wall Footing per Li R403. refer to Foundation Plan for footing size & w thickness. Concrete Horizontal and Vertical FOYER COVE D PATIO _ Reinforcement per Chapter 4. & gen note #6. a M Damproofing per R406. 2- 2x6 approved U treated Sill Plates, Sill Seal And Termite shield per Mn .T� ° TOP OF SUBFLOOR �-+ 1•? _ _ _ _ p •' ' ' 14"ENGINEERED JOISTS �• Section R318. Anchor bolt per Foundation Plan ¢ Z o t S •' % ' TOP OF FOUNDATION and R403.1.6 ►-� �, �l Q•, LVL GIRDER A .6 '46 INTERIOR WALL FINISH ' e ' ` 'a • 'a ► ' PROVIDE FIRE BLOCKING IN „ p b' b° R302.13 FIRE PROTECTION OF FLOORS: it 4 •b;• b� ACCORDANCE WITH R302.11 Provide 1/2" Gypsum Wall Board on ceilings :v PROVIDE 1/2"GYPSUM BOARD ON ENTIRE %> OF THE RESIDENTAIL CODE. and WaIIS except basement WaIIS & CIgS - Un18SSct F� 4 A • TOTHCEILIG UNDEBOVERSIDE BASEMENT ATTACHED °'�' 4° noted. Min 1/2 Moisture Resistant Wall Board on v, TO THE UNDERSIDE OF THE JOISTS. .° .� ++ O M e ,a 'e• ,e SECTION A Ceiling and all walls in Bathrooms (humid areas) , b': R-13 BATT '° � V ,S ,6 INSULATION FINISHED �a and 5/8" cement board on walls and ceilings in wet areas. IN 2X4 @ 16"oc BASEMENT .b'• �b° �� — �+ Provide 5/8" Fire Rated gypsum wall Board on walls STUD WALL ,•:o SCALE: 1 /4 — 1 —0 and ceiling located as per code, manufacturers 'd •d SEE DWG-2 FOR STRAPPING DETAILS e•O •efib •e O• e• O AND DWG-1 FOR NAILING SCHEDULE requirementsuirements and drawings.s. l TYP. BASEMENT SLAB •6 •6 .S .6 TOP OF FOOTING C P ' I 0 •/ CONTINUOUS RIDGE VENT N1102.2.3(R402.2.3)EAVE BAFFLE FOR AIR-PERMEABLE INSULATIONS LVL RIDGE BOARD IN VENTED ATTICS,A BAFFLE SHALL BE 12 12 INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN 10 10 AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENT. THE BAFFLE R802.4.6 COLLAR TIES SHALL EXTEND OVER THE TOP SHALL BE NAILED with 4-10d OF THE ATTIC INSULATION. BOX NAILS IN ACCORDANCE \ 12 WITH FASTENING SCHEDULE \ 12 R806.3 \ \ 4 MIN. 1"AIR GAP 4 BETWN INSULATION AND SHEATHING fflffl 00000000 ' 12 \ \ TOP OF PLATE 12 TOP OF PLATE _— _ _ — \ \ 12 TOP OF PLATE 12 TOP OF PLATE 10 10 \ 10 \ 10 C? RECREATION \ \ \ \ o RECREATIONW CO o ROOM \ \ 2X8 LEDGER - o ROOM LAG SCREW TO (� \ \ STUDS @ 16"OC \ \ SIMPSON SKEWED o0 °0 ~ \ HANGER @ EACH ~ \ RAFTER W p -�, ENGINEERED -� Q FLOOR N JOISTS N TOP OF PLATE _ — _ — TOP OF SUBFLOOR_ _ — _ TOP OF SUBFLOOR — _ — - TOP OF SUBFLOOR_ TOP OF SUBFLOOR r� TOP OF PLATE TOP OF PLATE U Z h UJ 5/8"FIRE RATEED 518"FIRE RATEED O W GYP BD CEILING GYP BD CEILING p0- p 2 CAR GARAGE 2 CAR GARAGE W C? C O U STORAGE STORAGE O L? SLA L? O O PITCH TO DOORSTOP TOP OF SUBFLOOR O O — TOP OF SUBFLL ✓f OOR . ... —` - - - - - - PITCH TO DOORS - - - - - - J... e' OF FOUNDATION �6 ►' '"- """ TOP OF FOUNDATION :6 6 •o - - - - - - - - - - - e.p - - - - - - — - - - - E•o c 2 e :6 ►e :6 �e y c w E ia� Nv ow o -0_ o v oC ca .� qe oe: �.►;ee qoa oaC�•!oOnQc om d aU�o Ny" M oa� UU floors, 25 F � ' protection f � n Floor assemblies are required elsewhere in this code to c m� C ` O w be fire-resistance rated,shall be provided with a b;, b:, y N rn a 2— -L U C: S TOP OF FOOTING t L _ m N 3 a • TOP OF FOOTING c c o w - /�-inch gypsum wallboard membrane, — _ _ _ —_ — _ ._ _ _ — _ _ _ — %-inch wood structural pe membrane, ►�•« •« ° "•« ;P•«' L) o oCU or equivalent on the underside of the floor framing member. - o o!E t Ch a TYPICAL ROOF CONSTRUCTION _•_55 ,,t �; Penetrations oropenings for ducts,vents,electrical outlets, *` z c= ¢` u, c m a) o lighting,devices,luminaires,wires,speakers,drainage, E C�I O .. ® SECTION EClass AAsphalt Roof Shingles w/ L o o r aopiping and similar openings or penetrations shall be permitted. fasteners per manufacturers Specification ~ U m m ZT ~ m E CL o a Exceptions: SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0" and the NYS CODE. 1. Floor assemblies located directly over a space protected by an CONTINUOUS RIDGE VENT Underlayment as per section R905.1.1 & p automatic sprinkler system in accordance with Section P2904, installed per Table R905.1.1(1) O NFPA 13D,or other approved equivalent sprinkler system. RIDGE BOARD .� Ice & Water barrier as per section R905.1.2 2. Floor assemblies located directly over a crawl space not intended INTERIOR WALL FINISH (Note: Double underlayment is required ai for storage or fuel-fired appliances. 12 for Roof slopes between 2 on 12 and 4 on 12 Provide 1/2"Gypsum Wall Board on ceilings O aj(0 U and walls except basement walls&clgs-unless p ) :_• = T'- Co 3. Portions of floor assemblies noted. Min 1/2"Moisture Resistant Wall Board on Framing As per plans with 1/2" exterior grade co a) shall be permitted to be unprotected where complying with the following: 2x4 CT @ 48"oc 10 12 Ceiling and all walls in Bathrooms(humid areas) L- r 12 span rated structural plywood Sheathing, c ' L 3.1.The aggregate area of the unprotected portions does not exceed and 5/8"cement board on walls and ceilings in wet areas. p p g' O ¢ } O 80 square feet per story Provide ng l Fire Rated gypsum wall Board er walls Nail to framing in accordance Fastener 0 c Z c cD 3.2. Fireblocking in accordance with Section R302.11.1 is installed along 10 10 and ceiling located as per code,manufacturers Schedules & Stra In er detail sheets . O ca cl 4 the perimeter of the unprotected portion to separate the unprotected 12 RAFTER/CEILING JOIST HEEL requirements and drawings. pp g p ( ) O U ,_ JOINT CONNECTION c E N portion from the remainder of the floor assembly. 2x4 CT @ 48"oc SHALL BE NAILED Flashing per R905.2.8 J a) o 4.Wood floor assemblies using dimension lumber or structural composite 10 TOGETHER IN ACCORDANCE � p O lumber equal to or greaterthan 2-inch by 10 inch nominal dimension, IN WITH TABLE R802.5.2 TYPICAL SOFFIT CONSTRUCTION. 00 CO —5 or other approved floor assemblies demonstrating equivalent fire performance. (SEE DWG-1 FOR TABLE) WITH SIMPSON H2AAT EACH 18" overhangs-typical, 12" rake overhang RAFTER TO STUD. 7.5" Wood fascia & 7.5" Wood rake boards. TOP OF F PLATE_ azek" or equal — Metal drip edge per R905.2.8.5 Fully Vented beaded Azek Soffits it N N � 2X8 LEDGER ! TYPICAL EXTERIOR WALL N Lu LAG SCREW TO 2x6 Doug-Fir Wood Studs @ 16" oc. CNi O STUDS @ 16"OC - `— Z SIMPSON SKEWED o Double top Plate and Single Sole Plate. ry HANGER@ EACHAW LK-IN 1/2" exterior Grade - Span Rated m o Q RAFTER CLOSET Continuous Structural plywood Sheathing. 2 Lu w FLAS4-411�1Cs Fastened per Fastener schedule. 10 __U 12 - t vec House Wrap ore equal. w w Q 5 BALCONY N hardie Siding as per clients selection 2X8 LVL — _ — _ _ TOP OF SUBFLOOR installed per manuf specs and NYS code. TTFIF I I ELI 1111 STUDS Cont. load path strapping installed in accordance @ 16"OC _ _ TOP OF PLATE with drawings. Provide Fire Blocking in accordance FULL HEIGHT — g g with R302.11 & R302.11.1 and WRAP HEADER IN Draftstopping per R302.12 & R302.12.1 AZEK BOARDS 4"AZEK BEADED PORCH SOFFIT ON FURRING STRIPS TYPICAL FLOOR CONSTRUCTION 3/4" Plywood Span Rated Subfloor, q Glued and Nailed in r accordance with the fastener schedule. Floor joists and Bridging as per Code. F Mil R OM BEDROOM 1 a' '– TYPICAL FOUNDATION CONSTRUCTION IT(JILI I 1�1 ENGINEERED in accordance with chapter 4 w JOISOTS r 3000 psi Air Entrained cast-in-place concrete...... Lli�"LL11 TOP OF SUBFLOOR wall on cast-in-place Concrete Wall Footing per �/ M a - — TOP OF FOUNDATION R403. refer to Foundation Plan for footing size & ,•0 TOP OF PLAT— — thickness. Concrete Horizontal and Vertical U 'd ,0 b- T 14"ENGINEERED JOISTS FLUSH LVL ^�'�a — - - - — - — - Reinforcement per Chapter 4. & en none #6. JOIST HANGER A P P g 4.' i A R302.13 FIRE PROTECTION OF FLOORS: `d ® r- ;� ° b AT EACH JOIST b , Damproofing per R406. 2- 2x6 approved) �/ PROVIDE 1/2"GYPSUM BOARD ON ENTIRE O M o; CEILING ABOVE BASEMENT ATTACHED : b,. treated Sill Plates, Sill Seal And Termite ;shield per Section R318. Anchor bolts per Foundatiion Plan TO THE UNDERSIDE OF THE JOISTS. e O :c ►'e and R403.1.6 4 °; °:• _ PT T- v., eQ FINISHED —R-1 R-13 BATT ►s i 00 INSULATION BASEMENT b'♦ IN 2X4 @ 16"OC a; STUD WALLSECTION C t .►6 •�a •►e _ L e•4 °,1 b` C TYP.BASEMENT SLAB _1',,4 B — _ — _ TOP OF Gv IyI� p '•; 6 .. .. . .. .. .. . .. • .. . . .. . .. . .. .. . .. . .. • .. . 6 - _ _ - - - - -IF TING SCALE: 1 /4" _ 1 �-011 •« ° e'•« PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 OF THE RESIDENTAIL CODE. rps a IYr_-____ I 11 ______________ I 11 I , I 1 Y 1 I 11 Lo ii�i���� W CO 1 1 11,1 - ----------- - 1 11 ----------------------- - -' --_____-_-------------- -- -------a -a-_- ------- ---------- Q 11 I I I I I I I 1 11 I I I I I I 1 11 I I I 11 I I ( II I I I I I I I r C//s/I\/\ /y I I I 2 1 I! 1 I I 1 -------------- ------------- ----• r- -------------------- -------------------- ------- II ry I '^ II I I I I I i I I I ', O W II I I I I I I 1 I I I ,I Q CL D II __ 11 I 11 I I I 1 I I I I I U) 0\ O V II I I 11 1 I I ' -------- 1 11 I C 1/ ti I I j1 O I 1 I 1 1 1 I I I 1 O ry Z) C 1/ C/ _____• _____ �_- -- ___ "I N e - I ---- ------- ----- ---- _ y' E° 11 , ________________________________ __i a N O E LN 7 Q d -, ° N IA ' (.-4-___________________ _______i-________-______-_ -____________-______-_-__________-i-'____-_--_______ _____} � 1 YI L.- w. � L� O+L+ III �.____________________ _______ ____________________________________________________-- _______________ _____1a1 OUC1p UCUNwT O V ._ O C C II ' , I 1 C C d O U N C 1pU l9 1 I 11 y C - U ppA Ol ..L.. �'�.L.-. p 1 1 N C O'p O O N O p L C� ti m 0 Y U Vl U U m 1_n 2 c o m N.o• o c 3 N >L a O -©- ----------- - "I o o amµ nw II ---------- ------ C ° ' , I "I f6 (9 C C C L d Nom" p E ' 11 L d 7 C? N L O 3 V._ m C N N.0 N N • �� I ' I ' ' 1 11 L V.N .. co C E o n e 2 - VI L N�7 C U C ------- ---- 1 11 M Z c d N c a+ c m o ET m E ELC0 CL r N I r----- ----------------- I _ ' 1 O E O cm r 1 > O r I ______________________________________. _______________ C .� U T INr_______________________________ ______________ q --------- --- __-_ _-__-_ O z (� I , Itl 1 I I 1 yl � O � O U c L 4 C C C ^' I , Itl i I r �� U-) O CMO O W _ I , III 1 1 I Itl ' I I I I I I I I 1 I I I Y I 1 I Id I I 1 I I I I I I I I 1 I y I I I I I 1 1 1 I i 1 1 i___________________ ___ i i E ___mi [m__mm O uj N O z cy/ ' I LMU CD LU U J W W Q I ROOF PLAN ' 11 `---------------------- SCALE: 1/4" = 1'-0" SOLAR ENERGY SYSTEMS I I 1 1 ! 11 1 CHAPTER 23 & (R324) r w SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE 1 WITH CHAPTER 23 AND THE FIRE CODE OF NYS. 1 I SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. PANELS SHALL BE LISTED AND LABELED PER UL 1703. H ' 1 SOLAR READY ZONE: I I A I I I 1 IN ACCORDANCE WITH APPENDIX T THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ACCESS OR SET BACK AREAS AS REQUIRED BY THE INTERNATIONAL FIRE CODE. 1 I ROOF AREA ORIENTATION SHALL BE BETWEEN �T� I I 1 1 I I , 110-270 DEGREES OF TRUE NORTH. ^w� $U 1 I I A I I CONSTRUCTION DOCUMENTATION O .-. 1 Y CERTIFICATE REQUIRED PER T103.10 H U 1 Y I I � .fl I ' 1 I � I I 1 1 ; ; � �✓ I I I I 1 1 I I I I I I I I I I I I I I 11 I I 1 1 I I I 1 ' ' ' ' rr------------------------- _-----'--- --------' --------------------------,�, COIJTRI!��!ABLY°HE�.THED 31'-5" 117- / Q m I JI � of wI / HOLD- % m I m I m I �I m. m DE'10E BR=.CED'r: .LL PLNEL�.T 1 11 1 11 1 11 I 1 11 E==CE']:.D:LF� c_AT 4-0 I 8-9 14-8 4-0 i 9'-10'/11 1 " E',2C=E== = -�L_rv.=_ EIIDOFER=.CED:_4LLUrlE I 4-0 END CONDITION 1 END CONDITION 2 i EK-:::_ 1 11 _ ..- .� I 4-9 41-0115'-413/16" I I 2'-1013/ I I I ., 1_ I 1, j CS PF - -CS-PF 2'-61/2', 3 11 5/16 3 11 5/16 ILO r % � CS PFFrW7 _'- I CS-P (2) 3/4"x 14' LVL F I iv W M - CS-PF: _ CS-PF INF=?�`' BWL 1-1I --�--------- N o cq (2)1-3/4"x14"LVL FLUSH RIM JS o U 7r. J =i=sTE=+�E= ------ ----- ----a- -- -- -------- --------1- -- '-- - N ' ' CONTINUOUSLY SHEATHED ,� aF 5:=cE o :;-LL Ll!;e1.° _ F=',E. I CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED U ce) U I PORTAL FRAME.SEE DET 3 BWL 1-2 Q END CONDITION 3 END CONDITION 4 PORTA FRAME.SEE DET 3 PORTAL FRAME.SEED T 3 / - - - --- -OA!DWG�2AND-_-_- _ _ _-_- _ - _ _-_--- ON N DWG-2 AND ON DWG-2 AND I I FIGURE R602.10.6.4 cc',m, c_=__t E-=_=r-E? REQUIREMENTS ( FIGURE R602.10.6.4 FIGURE R602.10.6.4 � Return panel: 24'for braced wa`? hies sheathed with I I o M LU _ wood stfuct Jra' pane's I =w '�? U I I ♦^ Q 32"fc-braced wa" Ines sheathed vvtth I �o`° ; a �J J z structural f berbcard - I =w Z to ��Q I I W N Q / Distance D: 24"for braced'�;a'! lines sheat`ied v,'t?i I J w %" 4-5/ f wood structura' panels � I o�o� 1'-103/" 1'-103/" 1'-103/" W 32"for braced wa" 'ones sheat v'rit.`1 I z J o� - , n z) -�- ===TE==cE= strUCtu,a'.fbe,bcard I F_ LL n Q �-+- CE.10E CS-WSPN FCS-P CS-P cS-P CS- SP •, 2,_011 END CONDITION 5 Hold-down 800 lbs capacity fastened to the edge of the I I _______. __ __ I W ( D / v device: braced wa'I panel closest to the corner and -N 10'-1" r^ to the foundat-on or livor framing be'cw I I I I V, U Q - ---- --- - - - - -------- - -- - - I _ For SI: 1 inch=25.4 mm, 1 foot=305 mm,11b=4.45N BWL 1-3 BWL 1-30 FIGURE R602.10.7 -I - --i- -I --- ----------------------- -- -- -,- -- -------- -- -- --- ------ END CONDITIONS FOR BRACED WALL LINES I I LL WITH CONTINUOUS SHEATHING I � irGB I O O �- -N ) I I TA METH ry ' \ TABLE R602.10.4 -, LIL 7"O.C.AT PANEL EDGE � ('� 'n U I • I \ C° O INCLUDING TOP AND L 00 fl. . 1-07"0 I � � O I ALOTTOM PLATES,7"IN L HORIZONTAL JOIN gELD BRACED WALL PANEL.a �"� BLOCKED AND ' FRAMING C NNECTIONS N PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-A 1-B 1-C 1-D 1-E I I I AS PER DETA L 2 ON D1?JG 2 E'N 0 0 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP GB CS-WSP I I I 5+_ 1/4" I I o, a, 6 o 2 o m .L.. E L� y-a °.L.. ; BRACE WALL LINE SPACING(FT).b 16 14.6 20 14.33 14.33 14.6 21 21 14.5 9 14.6 14.6 10 10 BWL 1-4 I I 6'-5'/2" -0 I c c Z a ° " ami c m TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 30" 30" 30" 48" 30" 30" 48" 30" 30" 30" 30" 3D" 48" 30" -- - I c U _ w °��' 15 o - ---- ---- ---- --- - ------ f- - I --- BWL 1-9 o•o °� 0w " o U U y _ CS-WSP _ - -�- - ---- ------ - --- --- - ----- � a� y.� � I. ° TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) $ 7 9 7 7.2 7.3 19 6 7 6 7 7 10 5 I _ o - - - - - - - - - - - - - - - - - - - - - - - a L 2 0 3 s•- a- ° r 3 N : a-a 6 of a� n TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c I o d CS-wS 3 /Z+ CS-WS �'� 0 0 o,a�' - 5°•' T.s N U) I En CU C C C L y In Yb= 0 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 'S 2"PLYWOO 1/2"PLYW D I w as o a t `o `o 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U T I FACE THIS FACE o - - - _-_ - - - - - - - - -Q - - - - - - - _ 10'-1" I t U )� `.�o 8'-911 I I 0 - -- - - -------- I ._� Z'c Q c ami o 2 1/2"PL YWO D \ = C c 0 3 r•o W o $w E 3. WALL HEIGHT 1 1 1 1 1 1 1 1.05 1 1.05 1 1.05 1 1 •- I I w - - - ti I THIS FACE I lL ti �- y m � co E a o n GB METH 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 I i -------- TABLE R602.10.4 7"O.C.AT PANEL EDGES 5. ADDITIONAL B001b HOLDOWN DEVICE ________ INCLUDING TOPAND I U � E GB METRO I BOTTOM PLATES,7"IN FIELD O 6. GYPSUM BOARD OMITTED -��' � I I 41_511 8'-3'/z' ALL HORIZONTAL JOINTS U = U U BLOCKED AND I I O 7. GYPSUM BOARD FASTENING 7 BWL 1 5 - - I FRAMING CONNECTIONS ❑ ---- -- ---- ----I - - --I---- ---- -- ------ - AS PER DETAIL 2 ON DWG 2 I I C N U = � Co 8. HORIZONTAL BLOCKING IS OMITTED ,7 I GB METHOf�_- _---_-_-_-_ - - - BWL 1-6 co N - a I r - - - - -- C Q y, t� e- RESULT REQUIRED BRACED WALL LENGTH(FT) 12.8 11.2 14.4 11.2 11.5 11.7 21.3 11 11.2 10 11.2 12 11.2 8 I I CS-WS CS-WS I - U - O M O o c Z c c� TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 16 11.7 8.3 7.3 I U O OU .( N 4 I ,C � .CM N PER PLAN BRACING LENGTH PROVIDED (FT) 16 11.7 27 11.6 21.4 11.8 26.3 18.5 13.6 20 23 19.5 29 28 -- p- o CS-WS CW16-3 N �- - --- f' I CS IWSP M O o COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y I a0 00 i. .i I 3'-1 Yn" 3'-1'/" 3'-11 5/16' 3'-111 5/16' a.Linear interpolation shall be permitted ;; " ;; ; U b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, d II p I I the average dimension shall be permitted to be used for braced wall line spacing. t ABBREVIATIONS; BWL=BRACED WALL LINE, 8'-3% 18'-311 I U BW=BRACED WALL, BWL 1- CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL _ _ _ _ l _ _ _ I N CS-PF'=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - T I I No LU0 1 GB METH ; I I I O TABLE R602.10.4 W 7"O.C.AT PANEL EDGES I m ❑ ¢ INCLUDING TOP AND I M LU 111 BOTTOM PLATES,7"IN FIELD I W N J ALL HORIZONTAL JOINTS i I I U BLOCKED AND W W U FRAMING CONNECTIONS I ❑ � (n AS PER DETAIL 2 ON DWG 2 }..'; En co U� r� r.1... : N . f,"%+?; I I I I '�' i.traY BRACING METHOD zz In CS-WSP CONTINUOUS SHEATHING 0 z WOOD STRUCTURAL PANEL I I J J DETAIL #1 ON DWG-2 ; O C Z. wco Ll CS-P F CONTINUOUS SHEATHING I i �co •iiA- `:='-::•�;:::•, PORTAL FRAME DETAIL#3, DWG-2 w _ Q j GB GYPSUM BOARD Cr 0BWL 1-8 I I I i BWL 1-8 a ^' "`'h BRACED WALL NOTES: -,-- I i j r,= REFER TO DETAILS ON DWG-2 0LL = FOR HOLDOWNS STRAPPING, i I I Q O WALL DIAGRAMS AND DWG 1 '- '"�"'' FOR NAILING SCHEDULE. ALL BRACED � � M � � � ,•' � ',: '= WALL PANELS SHALL BE FULL-HEIGHT -_- - -- - ----- � ? M ` SECTIONS OF WALL WITH NO VERTICAL CS-WSP CS-WSP C, S1 WSP M '� bA 00 .� J� OR HORIZONTAL OFFSETS. I 10'-63/<° 4'-0" I I � ,I�/ N � BWL I Q W '� -J - - - - BRACE WALL LINE 4'-0" I 23'-5" 33'-5'/° 9'-103/" 4'-0" CIZM i 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) f`x:11 L: •'�'J I"JIJ+�''Jc 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 �� �%-�>• r.''i-� � 3, BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 ' f Lw'Lll' =ALL i ;�Ar."._C+ I I I I r•,. ';<= 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE '�;;r�: �'{"f• ';�.';�.,! SHALL BE OFFSET NOT MORE THAN 4 FEET. : 5. BRACED WALL PANELS SHALL BE FULL HEIGHT SECTIONS OF WALL 311-5111 ST FLOOR WALL BRACE PLAN THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH f%^' END OF A BRACED WALL LINE SCALE: 3/16" = 1'-0" 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER FIGURE R602.10.2.2 31'-5" oI I CV Q M� I JI m � I m co 4'-0" I 14'-8" 4'-0" 4'-0" 7'-0" 4t-011 - 2'-1013/ 5'-6 9/16" , CS-WSP I CS-WSPI `zt_43 a_ I CS-WSPI I CS-WSP LO C? CS-W P T S-W PC� --- a a BWL 2-1 U I o U ----- --------- - -i-- - -�---------- ----- , co w� U� U I I U � BWL 2-2 � =W =Wzo Lu GB MEJHOD I mU Q o TABLE R602.10.4I � ca� 7"O.C.�T PANEL EDGES ¢� U?INCLUDING TOP AND LL OO Z W ti UJ BOTTOM PLATES,7"IN FIELD I Z Q O V♦ p e U ALL HORIZONTAL JOINTS Z x LL 4'_2'1 4'-2" BLOCKED AND I O Oa GB METHOD FRAMIli CONNECTIONS AS PE DETAIL 2 ON DWG 2 I TABLE R602.10.4 - 7' O.C.AT PANEL EDGE O W dI INCLUDING TOP AND NCS-WSP BOTTOM PLATES,7"IN IELD �U CS-WSP CXW16 I ALL HORIZONTAL JOI BLOCKED AND W r I� ' \ FRAMING CONNECTIO S `..J 7'-10�/z" N I AS PER DETAIL 2 ON DWG 2 U) �'/1 BWL 2-3 I ``' BWL 2-3 �,/) U O - - ---- ---- - --�-- -- --- ----- - ------- ------------------------ -- --I-------- �- -- --_ -- - - -- -- 0 M °° CL U I a- :;T p U) CL I 6'-4" 7'-�'/z' �- c\o zo BRACED WALL PANEL.a ` C? PE.R PLAN BRACED WALL LINE 2-1 2-2 2-3 2-4 2-5 2-6 2-A 2-B 2-C 2-D 2-E E3 C: TABLE R602.10.4 page 185 BRACING METHOD CS WSP CS WSP CS WSP GB CS WSP CS-WSP CS WSP CS WSP CS WSP CS WSP CS WSP 0.2 i _ I I CD o E to m `o noL BRACE WALL LINE SPACING(FT).b 15 En v 18 18 12 30 5 7 7 14.66 14.66 4 0 a m o T _t W - TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" 27" °° I ° ° o m I U N o Y o N o ° o m �t II••-L O GB METHOD _ O P " TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 5 5 5 9 7 5 2.5 2.5 4 4 2.5 I c� a °�e m°' m �' �'� i O I C y > m.y2co -E oc3 BWL 2-4 �'� °'r ° 3 - ° TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c - - -- - - - - - I I I o o u o c a s w - ----- --- ------- --- EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 I c o a� N 0- 1. N o' 12'-0" GB METHOD 2.N°c cc N a� o E 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 ` I I ° c ° ° ° 1 s 5-0 0 -------- _ -w = s- E t tt I I U U rn ,� N ` fC = c Ch'o () y c7 N'C� Q to C N C N O 3. WALL HEIGHT .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 .95 U I -------- I s C E c c 0 o ° m - - -------- I F- Uu) ma I- caEn.� oa 4. NUMBER OF BWL PER DIRECTION 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 o ti m ---------- 5. ADDITIONAL 8001b HOLDOWN DEVICE 1 1 - - - ---- - O O 6. GYPSUM BOARD OMITTED i t I I c .� U 1 12'-11" 7. GYPSUM BOARD FASTENING •7 I I I I I N U BWL 2-5 I I GB METHOD I BWL 2-5 zz : co 8. HORIZONTAL BLOCKING IS OMITTED WL2 - --I--- ------- --- ---- ------ - -- - -------------- ----- --------- - - - ------I -- ------ -- ----- U c t� r +' AA, CL cc RESULT REQUIRED BRACED WALL LENGTH (FT) 7.6 7.6 7.6 9 10 7.6 6 6 6 6 3.8 1 I E " to I I U) _ o O Q } O O) 1 cn c; CS-WS CS-WS c Z �t �r U _ c CO Cz TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 3.5 �t i 1 N i�Ch U I I U iv O OU co PER PLAN BRACING LENGTH PROVIDED (FT) 10.66 8 29.83 17 27.3 9.41 13.7 24.5 6.6 21.5 4.9 BWL 2-6 I I - __ U __ J �� CO COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y U) a 3t-2tt 3'-2" CS-WSP CS-WSP Ur O e CD o II t LO 0 O o _ 0 a.Linear interpolation shall be permitted 1 ` - - - - - - - - - - - - - _ _ - - - 43 U CV b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, 1 = the average dimension shall be permitted to be used for braced wall line spacing. END OF 1 1 CS-WSP 2ND FLOOR 1 I ABBREVIATIONS; BWL=BRACED WALL LINE, BRACE WALL 1 I tt BW=BRACED WALL, 1 I 9'11 12'-9" I JL 4'4" I 7'-0" 4'-0" CS-WS =CONTINUOUSLY SHEATHED STRUCTURAL PANEL CS-PF PCONTINUOUSLY SH A HEDPORTTALDFRAME CONSTRUCTION 4,_O„ 1 I N I N N LU I I J I 1 1 F- 1 1 I I CSI p Z 1 1 I I I f) 1 1 I I Ltd Q II I II m I1 II W W W U II j1 U > Q I 1 LU LLI II II 0 U) II II II II II II Tr/�� I I 1 1 V1 II 11 II II II II BRACING METHOD I 1 CS-WSP CONTINUOUS SHEATHING 1 I I WOOD STRUCTURAL PANEL 1 I 1 DETAIL #1 ON DWG-2 I I I ® CS-P F CONTINUOUS SHEATHING PORTAL FRAME II II DETAIL 43,DWG-2 1 II II GB GYPSUM BOARD 1 I 1 I BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 I I I I FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 I I 11 M"y W FOR NAILING SCHEDULE. ALL BRACED 4 i i i WALL PANELS SHALL BE FULL-HEIGHT I � - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 SECTIONS OF WALL WITH NO VERTICAL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M BWL - - @RAAKLRWPL�J&%fRFFSETS. - - - - - - - - - - - -- - - - - - - - - - - - M� M "0 00 x" rpo � ® C'5 •.� O M cz 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) "O 04 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 O 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 U 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 6 A BRACED WALL PANEL SHALL END OFA BRACED WALL LINE BEGIN WITHIN 10 FEET FROM EACH 2ND FLOOR WALL BRACE PLAN 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL "f! PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE SCALE: 3/16" = 1'-0" R602.10.2.2 Mm '1 0 BEDROOM #6 8'-0"CLG HT 0" 6'-0" 0" = L? M � fh N O d' O Lo N N p m to p � M 02 Q1 O W `� W / `� W 2 U C7 21'-0" 26'-4" 134„ 10" 10., Z 2"SLAB LEDGE o = W Q N Q U) 0 z z = o� 0 W to >O ROOM p� C) n Q RECREATION s'-o" I r^ N WALK-IN "' O �2 0 CLOSET FLOOR DRAIN m STORAGE IC o O O co \ r °' 6'-6" CV I M 00 ® 0 o WALK-IN , n o� CLOSET `O 10'-10" 10' 10" 13'4/2" 7'-7" 5'-6'/" 10 y iD E 0 -6 c E y Z `� �•� o.E y g --- -- --- -- --- -- --- -- --- - -- -- o a I I I I I I I I , V 2 C I I I I I I 1 I I 17'-61/2' w '•�"' E ,L y ° 6'-0" I I I I � I I I I � �° U - U y m >T•� ° ` I - 6 `-° = C N I - m °.a oa zo UP v ° c a t y Y >a � cL 18R a°i:c"u�io3 L - � 10"T 5'-11'/�' FLOOR DRAIN oM 21'-5'/" 3'-6" o 51/' _-------- FAN Q ----- -------- HANDRAIL o ^ ® m ��E'S N m� CD =_=_----- ----- 4°-38" BEDROOM #5 ° a ° o ABOVE NOSING o N 8'-0"CLG HT ' o c L u o a AS PER R314 ;�, _:�,N @ 10'-10" 10'-71/2' ° m ° c 0 y -- - - pv (1) ma (D o 0 m o --- ° i O= FL v ai m cr FL- (u E ns o n O U' - - - 36X80 PLAIN I c r ---i --____-- i =„ LL= Lo 4"5'`4" 13'-81/2' ¢ V `� O 51/2' C C 1 zo co MECHANICAL to ROOM 8'-0" / \ ` 0 — c cQ o U oz � � Cccaid4 PROPANE i2 13'-4" HVAC UNIT o N c7 N 00 (D _ 29'-5 17/32" ti N N � o W N � N 0 Z LLJ in FLAT PITCH m w � W a FINISH BASEMENT PLAN w (n 0 > Q SCALE: 1/4" = 1'-0" o ry U) AREA SCHEDULE NAME AREA FINISHED BASEMENT AREA 2908.9 sq ft, �H H Z 03 O 0 F-