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Home My WebLink About50317-Z w= TOWN OF SOUTHOLD r BUILDING DEPARTMENT x 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#: 50317 Date: 2/8/2024 Permission is hereby granted to: 2nd Generation Prop LLC 230 E 85th St New York, NY 10028 To., construct single-family dwelling as applied for per SCHD approval. At premises located at: 390 Wildberry Ln Southold SCTM # 473889 Sec/Block/Lot# 51.-3-12.9 Pursuant to application dated 12/12/2023 and approved by the Building Inspector. To expire on 8/9/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,520.50 CO-NEW DWELLING $100.00 Total: $3,620.50 Bdxlding Inspector MGJ qw{a@9fryrypp y,. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " Telephone 631 765-1802 Fax 631 765-9502 ditty vwww. otitt oicdtowiinN,. Dov � g Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 0 PERMIT NO. � ��'� Building Insiaector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:12/12/23 OWNER(S)OF PROPERTY: Name:Speonk Land Development LLC scTM# 1000-051 .00-03.00-012.900 Project Address:390 Wildberry Lane Southold NY 11971 Phone#:631-512-4522 Email:monumental property@yahoo.com Mailing Address:3080 Route 112 Suite B, Medford NY, 11763 CONTACT PERSON: Name:Christopher F. Dwyer, Associate, LKMA Mailing Address:437 South Country Road, Brookhaven, NY, 11719 Phone#:631-286-8668 Email:cdwyer@lkma.com DESIGN PROFESSIONAL INFORMATION: Name: Robert A. Steele, P.E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele@lkma.com CONTRACTOR INFORMATION: Name:Modern Age Horn Builders Mailing Address:3080 Route 112 Suite C, Medford, NY 11763 Phone#:631-767-4807 Email:peter@modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRUCTION 5New 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 ❑No 1 PROPERTY INFORMATION Existing use of ro ert Y Vacant Intended use of property:Singe Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 311 : Vacant Residential this property? ❑Yes �No IF YES, PROVIDE A COPY. ig Check Box After Reading.' The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Christopher F. Dwyer QAuthorized Agent ❑Owner Signature of Applicant: Date: December 12, 2023 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Christopher F. Dwyer 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 dayoQCen�ll0� , 20 2j Notary P b Ic RIST P40TARY PUBLIC Stat of New York 41 1621t� SA Sufi l Carla (Where the applicant is not the owner') Christopher Dwyer residing at 437 South Country Road I, Brookhaven NY 11719 Christopher Dwyer do hereby authorize, p y to apply on my behalf to the Town of Southold Building Department for approval as described herein. zoo -.4 Aq S , - lle::� 4,- ' 12-12-2023 Owner's Signature Date Christopher Dwyer Print Owner's Name 2 k Generated by REScheck-Web Software Compliance Ceific1 FEB rill" 21"11 24 Project Platinum 390 Wildberry lane, Southold NY 11952 ...... „ Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 3,510 ft2 Glazing Area 10% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 390 Wildberry Lane Platinum Christopher A Eng Southold, NY 11952 Building Design LLC 93 Main St West Sayville, NY 11796 6312355812 CENGDESIGNS@optonline.net Compliance: 1.8%Better Than Code Maximum UA: 511 Your UA: 502 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. a I lies Prop.cavity cont. �%ssembly or Perimeter 2x8 Roof: Cathedral Ceiling 858 30.0 0.0 0.034 0.026 29 22 2x10 Roof: Cathedral Ceiling 1,655 30.0 0.0 0.034 0.026 56 43 Ambient Wall: Wood Frame, 16" D.C. 3,295 15.0 3.0 0.061 0.060 176 173 Orientation: Unspecified Front Door:Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Orientation: Unspecified Window: Vinyl Frame SHGC: 0.30 394 0.300 0.320 118 126 Orientation: Unspecified Garage Wall: Wood Frame, 16" o.c. 234 15.0 0.0 0.077 0.060 18 14 Orientation: Unspecified Basement Stairs: Wood Frame, 16" o.c. 315 13.0 0.0 0.082 0.060 24 18 Orientation: Unspecified Basement Door: Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Orientation: Unspecified Floor Over Basement:All-Wood Joist/Truss 1,743 30.0 0.0 0.033 0.047 58 82 Floor Over Garage:All-Wood Joist(Truss 440 30.0 0.0 0.033 0.047 15 21 Project Title: Platinum 390 Wildberry lane, Southold NY 11952 Report date: 01/31/24 Data filename: Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory re nts listed in the REScheck Inspection Checklist. Name-Tide Signature Date fist) A � co a (P '�" • 091 C Project Title: Platinum 390 Wildberry lane, Southold NY 11952 Report date: 01/31/24 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sectiaa � _ me Pla _ ... fie._d..mmField . iel Verified � p . —m.m nts/Assump_t „ion....sPre-Inspection/Plan p Pidvie s71Value Value 103.1, Const{uction drawings a -CComplies .W 103.2 documentation demonstrate � a C}7Does Not [PRl]i "energy code compliance for the "fNpt Observable ° building envelope.Thermal envelope represented on DNot Applicable 1-77 103.1, Construction drawingsotand EiComplies 103.2, documentation demonstrate ®Does Not 403.7 ;energy code compliance for H❑Net Observable , [PR3]1 ;lighting and mechanical systems. Systems serving multiple �� ❑Not Applicable jdwelling units must dernonstrate ;compliance with the IECC Commercial Provisions. ;; 302.1, Heating and equipment is ..Heating: Heating: IComp®.l._ie.s�Does Not403.7 'sized per S based Btu/hr _...._ Btu/h[PR2]1 I on loads calculated per ACCA Cooling: o Cooling: ❑Not Observable j Manual J or other methods j Btu/hr ^ Btu/hr approved by the code official„ ❑Not Applicable Additional Comments/Assumptions: .... ... ........_ 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Platinum 390 Wildberry lane, Southold NY 11952 Report date: 01/31/24 Data filename: Page 3 of 10 glom Foundation Inspection ormpli s? .. . ., _ , . Comments/Assumptions ..... ....I .. � 3012.1 A protective covering is installed to ClComplies (F01,,1,12 protect exposed exterior insWatien ElDoes Not f and extends a minirUrn of in. below grade. EINot observable MiNot Applicable ; __ _ �.......... _ _..._ ...._._ 403.9 Snow—and ice-melting system controls OCornplies I[F01,212 installed. 7FIDoes Not ONot Observable', ONot Applicable Additional Comments/Assumptions: � ___..._.��_._.� p "icer 2l i_....� 1 b�digl'r Impact l�G'rer' 11 � Nlerlrtiar-nITlrn act(Tier ...�.� l..ero Impact f Tier 1) Project Title° Platinum 399 Wildberry lane, SrtLAhOld t'il`l 11.952 Report date;. 01/31/24 Data filename: pale 4 of 10 section 9 9 p Plans Verified Field Verified Complies? Comments/Assumptions & Re ID _ ....402.1.1 Door U-factor._ _ -_...ns ection� .0-.....Value..__... U_.....Value ❑Co,.._ .. .... .. _ _-. � ..� ._ �. ..�._... -.m .� # Framing/ Rough-in h In mplies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable j❑Not Applicable 402.1.1, Glazing U-factor(are..- ___....� .. Env �� (area-weighted U- U- ,❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ' Not Applicable ctors of fenestration products ❑Doesp iO3.1. are3 U-fa lies Not 03.1. determined in accordance with the NFRC test procedure or ❑Not Observable '. taken from the default table. ;`❑Not Applicable [402.4.. ❑ 1.1 Air barrier and thermal barri .... ... er � , ; ,,, % Complies FR2 1 installed per manufacturer's "❑Does Not instructions. ❑Not Observable . 1 % "" ❑Not Applicable ❑DoespNo . 402.4.3 Fenestration that is not site built []Comlies [FR20]1 is listed and labeled as meeting , t AAMA/WDMA/CSA101/I.S.2/A440 , o � .or has infiltration rates Per NFRC ' ° " ❑Not Observable ; ❑Not Applicable 400 that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures r ❑Complies [FR16]2 sealed at housing/interior finish rT ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable „ ❑Not Applicable !❑C'omplies 403.3.1 Supply and return ducts in attics ii [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ „ ❑Not Observable i R-6 where< 3 inches. Supply and ❑Not Applicable ,return ducts in other portions of !the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 for< 3 inches in diameter. ........._._ ......... .._.� ... ------_---- ........ Ducts, air handlers and fi �1❑Com lies 403.3.2 Iter 77777777 '� ' °' p [FR13]1 boxes are sealed with ❑Does Not Joints/seams compliant with 8 ❑Not Observable :International Mechanical Code or , =❑Not Applicable International Residential Code, as" applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. El Does Not fr ❑Not Observable []Not ITHVAC Applicable .... .. ..... 403.4HVACpipiping conve ing fluids R R- ;❑Complies I[FR17]2 above 105 °F or chilled fluids :❑Does Not 3elow 55 °F are insulated to >_R- ❑Not Observable ❑Not Applicable ..... - 403.4.1 Protection of insulation on HVAC JOComplies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable ..w . ........_... 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. l❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Imediurn Impact(Tier 2) =3- Low Impact(Tier 3) .......................................... _... Project Title: Platinum 390 Wildberry lane, Southold NY 11952 Report date: 01/31/24 Data filename: Page 5 of 10 ns tl Framing:� Rough-in la Value Value 1 lelValueufled � ?o. .. �. .__�.. _... p .pR �. 'Automatic ar'gravity dampers `��oComplies? pluese �Yµ amentsAAuutr tuons 9 Y P Ecom plies installed on all outdoor air M'Does Not intakes and exhausts. .©Not Qbseuvable 'EINot Applicable Additional Comments/Assumptions: 1 K 11 Iml aCL(Tier 1) 7 Medium Impact(Tier 2) 1 Low Impact(Tier 3) ........... _._. �....w Project Title: Platinum 390 Wildberry lane, Southold NY 11952 Report date: 01/31/24 Data filename: Page 6 of10 A In.__.®...�.. ._ __.e_... .�..... Se tion P i Plansalge frecl Field V lue Verif1ed p lies"? Comments/Assumptions Insulation s_ T ctlon Req lid Com re 3031 All installed insulation is labeled ❑Complies [I'N13)2 or the installed R-values ❑'Dares Not provided. ❑Not Observable ❑'Not Applicable 402 1.1, Floor insulation R-value. R - -� � �' s R ❑ a�rro�plies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable J ❑Not Applicable ...................... _ 7- , 303.2, Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2)1 in substantial contact with the ❑'Not Observable underside of the subfloor, or floor :framing cavity insulation is in '❑Not Applicable contact with the top side of 'sheathing, or continuous :insulation is installed on the underside of floor framing and extends from the bottom to the `top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. .. �. ........� - If this is a° R- R- ❑Complies ',See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood j❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ;E] Steel E] Steel j❑Not Applicable 7777-7-7777 303.2 Wall insulation is installed per ❑Complies [I1\14)1 manufacturer's instructions. T❑Does Not ?❑Not Observable 'T❑Not Applicable Additional Comments/Assumptions: F" High Impact(Tier 1) 2 Medium Impact(Tier 2) _ 3 Low Im act 9......... g p .. I? (Tier 3) _. Project Title: Platinum 390 Wildberry lane, Southold NY 11952 Report date: 01/31/24 Data filename: Page 7 of10 Section ....�, . . _ .. P_I_a.n�.. ...�faied� Field_... -f..mie..d # Final Inspection Provisons Value Value . ... _ npwle5? ..... _._Comments/Assumptions m_._em A ssum_ptio ns & R � a . ... ..... __. ❑CompliesSee tEnvelope Assemblies Ceiling insulation R-value. R- R- I 402.2.1, F-1 Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel j❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable ............ ......._ -.... 303.1.1.1, Ceilin .. �. � ...-... _...._ Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. '❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable « permeable _.. - ........... 402.2.3 Vented attics with air p ble ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ............................ ._.. _ 402.2.4 Attic access hatch and door R- R- ;❑Com lies [FI3]1 insulation >-R-value of the ❑Does Not adjacent assembly. ❑Not Observable ___ ..... ... - ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 - ACH 50 - ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable ❑Not Applicable ........ ........ __.- _. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 W ❑Does Not either: Rough-in test:Total j ,leakage measured with a r ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total i leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. _..........__....- _... ,W.....__.._.__......... 403.3.4 iDuct tightness test result of<=4 I cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or « ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in -]Not Observable tests, verification may need to ,❑Not Applicable ,occur during Framing Inspection. x .......................................................... 403.3.2.1 Air handler leakage designated ;`❑Complies [F124]1 by manufacturer at <=2% of Does Not design air flow. ❑Not Observable ENot Applicable �.......�....... � �� ........._ .................. 403.1.1 Programmable thermostats ❑Complies [F1912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to :❑Not Observable 'code specifications. � , ,-, � �� ' ;❑Not Applicable 403.1.2 Heat pump thermostat installed `❑Complies [FI10]2 on heat pumps. " ;., Does Not .INot Observable ❑Not Applicable _-...... .. 403.5.1 'Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. « ❑Not Observable ❑Not Applicable 1 H1gh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) .._... .. . ......__. —. Project Title: Platinum 390 Wildberry lane, Southold NY 11952 Report date: 01/31/24 Data filename: Page 8 of10 h section ® � - Final inspection Provisions�nsPlans Verified �Field Verified _C..o. Plies? �Cornments/Assumptions & Value Value 103,63, All mechanical ventilation system ❑ComPlies (FI25'12, fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table :❑Not Observable R403.6.1. �❑Not Applicable 403.2 Hot water boilers supplying heat ; `. �❑Complies (F12617 'through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor EINot Applicable temperature. .... .,. �,r . r _. 403,511 Heated water circulation systems - ❑Cramplies (FI26[2 have a circulation pump.The ❑[)aes Not system return pipe is a dedicated return pipe or a cold water supply;, :❑Not Observable ' pipe. Gravity and thermos- "❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loo P is at set-point temperature and ; r no demand for hot water exists 403.5.1.2 :Electric heat trace systems '- '❑Complies [FI29V !comply with IEEE 515.1 or UL � �❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping 3.5.2 Demand recirculation water ❑Complies WIMP ;systems have controls that � Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable ,+ piping to < 104°F. --------------- 4015.4 Drain water heat recovery units „ '' '; ❑Complies (FI31.12 `tested in accordance with CSA >; ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ��'� ❑Not Observable ; recovery units < 3 psi for ❑Not Applicable individual units connected to one ? ' ' or two showers. Potable water- side pressure loss of drain water " heat recovery units<2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies [FI6]1 fixtures have high efficacy lamps ❑Does Not f ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI2313 "no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable ......... 401:3 Compliance certificate posted. ❑Complies [FI )2 ❑Does Not []Not Observable ❑Not Applicable 1�Highi Impact(Tier 1) 2 Medium Impact(Tier 2) IELow Impact(Tier 3) _. ................ Project Title: Platinum 390 Wildberry lane, Southold NY 11952 Report date: 01/31/24 Data filename: Page 9 of 10 ection, _ Plans verified Field Verified ��mroa in ir�s�rect o ProValue visions Complies? Comments/Assumptions Re lI1 Value 303.3 Manufacturer manuals form El Complies tFi1813 mechanical and water heating ElDoes Not systems have been provided. QNot Observable E1Not Applicable Additional Comments/Assumptions: igh Impact Tier 1i 2 Medium Impact 'l wer �3 1 hlLow Impact 4liier`�I Project Title Platinum 390 Wildberry lane, Southold NY 11952 _ Report date: 01/31/24 Data filename: Page 10 of 10 2018 IECC Energy Efficiency, Certificate EM SEE= Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.20 Heating System: Cooling System: Water Heater: ii Name: Date• Comments _... _\ \\ Revised p n approved:217i24 Expi-es:9(4126 NSE a v E L _ - � A R __ 6283' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ./IE 4000' - PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 1lJ1NIJ V SINGLE FAMILY RESIDENCE ONLY �. SO" T L = 172.02' �- R = 600.00' iRT slang } tea t' € ----- S 35.27'35'E ,�. FoR MAXIMUM _ a SEOP 109.88' . EXI'iRESTHREEYEARS FROM DATE.0 A' ROVAL _ L = 30,09' R = 230.00' oHBm�a Rnx,� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESLOCATION MAP OW t vpR NLS 5vb'i[P,E or.. C r t _Fe. a�.ara� �` W 1Ji0Etl0: a f , C n- C 5 ge D....2 Sys:B-I 11 z U.e F.n n.a W o,. 26 ,6 E ' Q t. go BDIvSm AHD YNWID,E `5�A Icy-t3 ADS N9 ALq.YR6 N 7 _ 1 _ C4vT W NW m PN9 �x T Q 1 F � V's VT > ¢ }, PRUTnn mwarE uaFmgwro ors .a ice' i � FA a-. 1 AnmH O�Rr: Vr -� B�U�LDCNGS: vAGM € �)`T_sza-smrvmesrmA -'_ .=.m_ _ vq o EEN.S _ __ --- , I - SITE DATA: /M1 SITE AN. /CLOD DJ W 012 D09 U O9F..� >Y n � m i �7 -� � GENERAL NOTES r ®e �.> �.s ®m. I. NO EN6TNO SUBFILE WATER WNHN 100 NO PNrvATE V=WEE NE LOGTEO Wm1N 150 of TE PROPDsm Z SAHTMY SYSTE A NO PUBIIc WATER WEI ARE WRHM 100'DF TIE N 88°55'29' W 268.04' NOOMNAG-�H,IH W OF 6NnFI,gY S—I 4 - Pas sAHTANr ssIEY Is DESGNEO FOR A T OF•BETwOOH 4 2.SE=A''NO—ES !.PROPos UNDEVE1DPm l NBHC WATA AVNA&E - r 1 OCH PLAN vD iu GULE:I'=JO' Ui€ R APPtY[�+ REVISIONS SURVEY NOTES: ®Fr f _, 390 WILD E Y LANE I.NEASIREY—ARE N ADOORDANGE wTrx Ys sTAxwx°s -XkCA AT.ON-NSPE-_IGh REQUIRED - U 2-BEARINGS SHOWN ME IN NEW YORH STALE PVN COORO NATE SY51G1 LONG y a '[{ ° J.EUVATONSH SHOWN HERE ON REFERENCE NAVO IRRB. 4 FOR SANITARY SYS _M --S ---- t A.uHYITIOwzm AUER.ATON OR AmmON TO A wlrvEr YAr aAwNc A u—.0 I PROPOSED RESIDENCE o v AND SUR—IRS SFAL S A MOUTON OF BECTON]209 SUBOWSON 2,OF L� THE HEW YORK SATE muGTION uW. Y HEAL-1 O=PAR TMENT -.. 5.ONLY CORES FNOY THE ORIGNAI OF THIS SNMEY 4IANm WIM AN—R- °1 OF THE UWD SIN—OR'S T]®O 'OR INNm'sELL SHNL BE CONSDEBm M BE vNn TRUE COPES - SANITARY PLAN `1, 6.CEHIIFM:ATONS NOI—RERON SIGNIFY THAT TI5 mRVEY WAS PPEPARm w --. -.-- - f iOAHCE WTIH THE E1ISTIND COOS OF PRACTICE FOR AND SURVEYIXiS _ uoPim e,THE raw roRN srATE Ass°wn6x rx PROFEsswNAE uqD _ �'- L K.McLE.4N A330CIATES P.C.- n�= SURVEYORS.ENO CERIIFIGTONS SN—RUN OIILY TO THE PFJ60N FOR mnuTAq DORm AR I IE THE SURVEY IS PREPMm AND ON HIS 0—TO THE TIRE COMP—. --- COVENNYENTK AGENCY AND LENOHC HSTIIU-IISTm-EAEON AND"F THE SEE ATTACHED SPECIAL CONDITION, - ,eb�'�`...� j' °itlP`°�" e#jE) AS D. ASSIGNEES OF THE LEND NG NSNM�N.CEITOIGTONS ME NOT TRNISRAPBIE WATER FNCWNIFREO O EL¢tom` 'ii°��.e'i�'o`e. `� 10 AOORbNAL INSIIIUOONS OR SUflREWEM 01YNET5. GRADING PLAN AND®R PLOT PLAN HIGHEST E%PECIFD GROUNDWgIFA O EL 11.95' ' 4 D,°.,,Br MF ION. JUNE 2023 S 1 T.Nd11S OF WAY NOT SHOWN ME HOT GERTRm 0 A.THE SURVEY CLOSES YATHEANIICVLY -- w i - ��®.�P'�'� APPp.eS B,: RGD Rw xo.23092.000 LEGEND 10" /' lr;iro' Lm.aom.m ..... mr O RC+D'T'LEADER CALCULATIONS: El PROPOSED BUILDING M' TfiAAVw1YY10N G/ PROPERTY UNE ns' Y CASA NOON CC.EANOU%'T' . G..rm cH i` F"NRAIC,fC..r�YO.IY�DIL ANY Me19pti GRASS OR —11.0— EXISTING CONTOUR �SWD 6WtlHN7�E hIREADED PLUG , w�nlhr�l•r�+ a•(+.55a X a,)..Par,O —Do PROPOSED CEN5 I/A TANK o O YWP4R}AEABw.E,,,,,, A`'CASE IypRONyp PIPE ONO PROPOSED DISTRIBUTION/SAMPUNG MANHOLE w.. ..u...w.. ati' a -CO PROPOSED SANITARY CLEAN OUT LZ SECTION 1 e ON FLnpT�'CR. G,.ga,035 X 1$" = -^y R LSE- _ PROPOSED PIPE FOR MAC'R'AIR BLOWER A=A BIS SLS - -A AS PER MANUFACTURER'S REQUIREMENTS r»" k 6° �B yT+.cP1,nm.a cr LOCT CA= �S.TLT.a�l'!tl xaC 1 4}A PR E . SROOF(Dw1 a Dwz) p 'a�NM w 15:"_p• S O O O O O O 5]75 CF REWIRED �—PROPOSm O.H.ELECTRIC R"AY] —�/— PROPOSED 2-1/2-0 HDPE VENT PIPE ..„..,.,„... PROVIDE.(2)IW LEACMNG STRUCTURES a DEPTH LOPE 0 12 PROPOSED SANITARY LEACHING POOL ,. CONCRETE WASHOUT D ETA I L ACPIIr�r IN1IVTwAY fOWl1 : T' EAID-j D YY I'1 EA NAI 251.57 CF REQUIRED VMs.�IMPonuwrAntii unrS.w:av sArrN!LA' 6'NICLLL^''AO+Nx( sIN.N21"4'denC+. NT.S. PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL N.T.S.SPROVIDE:(I)1W I-EACHING STRUCTURES o5 DEPVf ` ivy PROPOSED SANITARY DISTRIBUTION POOL w roll —.—PROPOSED SANITARY PIPE 7q, U B.M.=1889 TEST HOLE RE BY MCOONALD GEOSERVICESSQU5�h 'V w-- CUTINCURB LOCATION MAP PROPOSED 10'0 DRAINAGE STRUCTURE 6/16/2023 Ij —�PROPOSED WATER SERVICE GROUND EL 9.10, —�M1T•J— r,"M.: VW k1�ti"" T/ C wuNNc T.S. PVAUSLTPPROPOSED L.GCTRIC SERVICE S ,� 1 '1 p DECIDUOUS 7Rfl ® UTILITY MANHOLE / lA 6 y"q z py tl y� p. 0 ELECTRIC METER 1 11. Y�k _ /{• NA,G! W yIy 17 FIRE HYDRANT p 26 ✓r"""'�" I \ yry6 •I' + NMy MW WATER VALVE oI r rr" f"'r+�^^� .,o rv'..."'*✓r_"•"� Yly,4r; ® WATER METER I"� N'1 O 1 •"..."",ury, V.C'1 LP Y 11'rli 0 PERSPECTIVE VIEW IN CATCH BASIN '4�"�)r,, 1,a'""'^ y,,, 66 rc TOP CURB r 4 DP 16 �w we UNDERGROUND GASAT � [v EDGE OF PAVEMENT '� /� AI \ M4 �'( �� L^L'Q OEf'NOSNMUM 2M«.' . d0 / i LP LP �4 ~ PENCE POST '3 015'S ;�_, `\ , \ PROPOSED 3 SILT FENCE $ / W WOVEN WIRE FENCE AI /�� '\ / AS DETAILED Y, I� _g M (6z6-10110 WWF) "`""w IV 1 I,r•. wv FILTER CLOTH O y I I „�a MIM BEO FlNTO GROUND A, J Y CONCRETE Ln EA ..�."' oposm I' 0 3 7.», 't WASHOUT uNOTE.Nor M LE Trb4" TMMMUM ORAINADEAREA P PR PRR1612 AC1tG t Y am LY7R;A,k'AP6'fi' 6'OPOSITI NDS STRIP DRAIN SECTION DETAIL 3 CD \\ p1ov p SILT FENCE DETAILS 11 G I L ti \ �y sr ✓� g. PROPOSED m'MIN. v yJ ., % `Y, Cd ,SS: N ENTRANCE CONSTRUCTION w.I pumwiCre'pmm� OC k7 `` "w .�'• q I I DETAILED EEM ED AS amwaN'T pw Man ^yam, uoArr a If) I ` I ' ��z, ,.. a ,.:al ✓' ' .. . . o . 'ha? ,J•I; " PROPOSED CONCRETE ONI "ti 11 — 20SSEYAR65TACK �_—.» - � . . ._� . � _— PIN= 7.31, ." ip N -21 TUB k. -_ — ,...».. � ELECT. an6='R'ee rvww r. NUB Pf.@BOX m vm WITH am ., wvatwo TACK PLAN VIEW 88'55'29` W 2268,04' ® Y ..." TEL EPHONE ... LANF OF 1 ON WOOD POLL Bl7X 2ND GENERATION PROPERTIES LLC PANEL O /, UNDEVELOPED WAR AVAILABLE R O A D f' STUB " �• ' - mwrxueao->amwa._+awa„rna ra snwrrrw RaRE-o6CEQ � arv-w:aA waa m�.'•, N Amn.n»waa wu.. � ” .w Aaw awS.rva mwvew:wa=a. . 0 „ CONCRETE COYER %C "^ CROSS SECTION ` 111 CONCRETE SLAB BEUM GRADE ° TEMPORARY CONSTRUCTION ENTRANCE A. '� 6' y, �E WAMaAAP,Z NBIMF,9rM Rune--y qk4 SITE PLAN _ , 3 "' SCALE: 1 = 30 ..a ` 'm'- 1T aG " �""'• LnNclaETE _ I. " IIIIIIIVIiIiIi Feel � OaalNa�l 6/24 VC CFD J 9-7 1 Updated Building Footprint DATE 6Y DESCRIPTION APPROV. BY cJ REVISIONS � SURVEY NOTES: UILDI•NGS: 17QIb�JC�6�® y� EXISTING VACANT 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. Illy B:A°S°RAINACEAPE 0 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG CT L9Ik1 hTv"T 1C1, ,s'ADs DRAINAGE PPE FOR 390 WILDBERRY LANE PROPOSED 2 STORY RESIDENCE 1f�'CH°RAIN°"LY' OUTHOLD NY 11971 v1 ISLAND ZONE. W/4 BEDROOMS I 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 19BEL yI�g E 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED 9" PROPOSED RESIDENCE ° VIOLATION OF SECTION 7209 SUBDIVISION 2 OF SITE DATA:. aaIN v LAND SURVEYORS SEAL IS OLA SCTM#: 1000-051-00-03.00-012.009a Its THE NEW YORK SPATE EDUCATION LAW. 0302', 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL SITE AREA: 0-674 ACRE CJ�03: 00 BETHE V DDrnSURVEYUE PR'S"EMBOSSED'OR 'INKED'SEAL SHALL BE CONSIDERED GENERAL NOTES �` CTD "p STORMWATER MANAGEMENT PLAN 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN GNIII. rf7 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 1. NO EXISTING SURFACE WATER WITHIN 100' CLEW SAND A.° V ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED ^°"= GRAVEL FILL. A L. K. MCLEAN ASSOCIATES, P.C. ]o SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM SANITARY SYSTEM. NO PUBUC WATER WELLS ARE WITHIN 200' OF THE cDNsuT.nT1e ENGINEERS A37 mlml calNmr Ro.eRoolwAVET1,xex raRX 11719 p THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GRAVEL DLL PROPOSED SANITARY SYSTEM CLEAN swD: SSagM1 No. ..N GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE 3. NO DRAINAGE STRUCTURES WITHIN B' OF SANITARY SYSTEM 2"Y0.Y"'NY 6"^°"b+""^"p"" �" °� """A'n""'''�""'""'d'°MV' 'p"'"Y,p","a"'"""•'''� Designee By. MF�CFD ', scale: A$ NOTED rJ ci ASSIGNEES OF THE LENDING INSTITUTION: CERTIFICATIONS ARE NOT TRANSFERABLE 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. ON ACIHING P'DOL ADA Nom. v O TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. c N 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. xnc A Drawl By. M F Date; DEC. 2023 C 1 A/1 Tn. "gym, .n J Y Y I B. THE SURVEY CLOSES MATHEMATICALLY. awr+roA "6""^GA Arw ApprovedBy: RAS File No. 23092.000 _�-(-3- Iz,c� 5631-7 PROPOSED RESIDENCE CODE INFORMATION TABLE CLIMATIC AND GEOGRAPHIC l)R301. (DESIGN CRITERIA /f5_JC6J2y11S_ J THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING 8 WIND DESIGN CRITERIA SUBJECT TO DAMAGE FROM N :.....y; ; ; .. Q„ THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE. IN W m fR\ ... : I Fj' CONJUNCTION W/ THE PRESCRIPTIVE DESIGN OF THE 2018 GROUND SPECIAL WIND BORN SEISMIC ICE SHIELD AIR N i SNOW ND SPEED TOPOGRAPHIC FROST LINE WINTER UNDERLAY- FLOOD FREEZING MEAN m WIND DEBRIS DESIGN WEATHERING TERMITE DESIGN MENT ANNUAL N Aj, , ' ', WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO LOAD (MPH) EFFECTS DEPTH HAZARDS INDEX O O I 0 `� t FAMILY DWELLINGS CATEGORY ZONE CATEGORY TEMP REQUIRED TEMP N Z THESE ENERGY CONSERVATION CALCULATIONS WERE PREPARED 20 PSF 13 MPH NO Pb Ml OF B SEVERE 36' SAV° 11 DEG F. YES NONE ZONE X 5599 S.SHORE 51 DEO F. + ��77 BER GAN AVE MATTITU C K, IMY 11952 USING THE 2020 NYS ENERGY CONSERVATION CODE VULT WATER 510 EAST EAE) � Q DESIGN CRITERIA FOR MANUAL J E CD � WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMP. " D d DRAWING INDEX ELEVATION LATITUDE HEATING COOLING FACTOR TEMP. COOLING HEATING TEMP m � DM90N 1 - GENERAL REOUIRE1v�VTS T-01 GENERAL NOTES SITE PLAN 75 DEG.F. DRY BULB DIFFERENCE m m D. Bolts h Wood Framing 108 FT 41 N 15 DEG.F. 86 DEG. F. CORRECTION 1 70 DEG. F. 1. Work performed shat comply with the fdowhgr t Ag bolts in wood framing shag be standard machine bolts with standard malleable iron washers or steel plate DMSION 7-TH84AAL AND MOISTURE PROTECTION A-01 FOUNDATION PLANS 63 DEG. F. WET BU.B 0 o N V) a. These general notes unless otherwise noted on plans or specifications. washers. A-02 FIRST FLOOR PLAN WIND VELOCITY WIND VELOCITY COINCIDENT WET WINTER SUMMER ZZ m n_ Cc b. Balding Code as edified on the architectural drawings. 1. Roofing: COOLING TEMP.DIFFERENCE DAILY RANGE specified K'n9 2. Steel plate washer sizes shat be as follows: 1. Fiberglass Shingles: THIRTY(30) year self sealing shingles over 1 layer of 30• asphalt saturated A-03 SECOND FLOOR PLAN HEATING COOLING BULB HUMIDITY HUMIDITY W � all a'S c. Al applicable local and state codes, ordnanceis and regulations. a. 1/2' and 5/8' Dam.bolts - 2-V4' sq. x 5/16' 55 DEG, F. Q > > felt underiayment unless otherwise noted install acceding to manufacturers instructions. d In areas where the drawings do not address imethodcaly, the contractor shag be bound to perform In strict b. 3/4'Dia. bolts-2-5/8'sq. x 5/16'. A-04 ROOF PLAN M m m 2 Cedar Shakes: #2 grade red-label cedar shakes (18' 1 x .451) over one layer 30s a.s.f. 11 DEG F. 15 MPH 7.5 MPH 72 DEG.F. RANGE M 40% T32 GR®50%RH N T_ Cc c ornplance with manufacturer's specifications anti/or recommendations. 3.Each bolt hole h wood shag be drilled 1/16'larger than diameter of bolt. A-05 ELEVATIONS 00 v v underlayment. instal with 4 V2'weather exposure. Apply an 18'wide stip of 30s a.s.f. over oro N N 2. On-site verification of al dimensions and conditions shag be the responsibility of the general contractor and his 4. For sl anchors, see typical details on architectural drawings. o each course of shakes, 9' from bottom edge of shake extending over top of shake and onto A-06 ELEVATIONS � � Subcontractors. N � (r) 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should consult 1 Shag) beofstructural grade steel. shneattnng A-07 SECTIONS r- A;"�rtect n case of question. 3. Eave Flashing: See note B-4, below. 2. Washers shag be placed under the head of lag bolts bearing on wood. Length of lag bolts shag be minimum B FlasMa• A-08 DETAILS 4. The general notes and typical details apply throughout the job unless otherwise noted or shown. 2/3 depth of members being bolted together. t AN flashing, counter flashing,and coping when of metal shah be of not less than no. 26 U.S. N-Oil FASTENER & STRAPPING SCHEDULE & MISC. DETAILS FLOOR AREA RATIO TABLE OF DIMENSIONAL REGULATIONS SOUTIIOLD k6, 5. Discrepancies: The contractor shag compare and coordinate all drawhgs; when h the opinion of the contractor, F. Alterino Structural Members: gauge corrosio"esistant metal v � a discrepancy exists he shag promptly notify the! Architect.in writing,before proceeding with the work or he shag N-02 AIR SEALING DETAILS I No structural member shag be omitted,notched art,blocked out a relocated without prior approval by the 2 Flash all exterior openings and all buldng corners with approved material to extend at least 4' t T Existing Structures Proposed Structures I be responsible for the same aril any indirect results of his action Engineer, Do not after sizes of members noted without approval of Engineer. behind wag covering. Cover age N-03 I JOIST DETAILS V 6. Omissions: Architectural drawingspexposed plywood at budding comers with waterproof building 390 WLDBERRY LANE TAX MAP D. 1000-05t00-03.00-012009 and specifications shat be considered as art of the conditions for the work Balt it v p V.1 In the event that certain features of the construction are not fumly shown on the drawings, current national, state -� ��' >��(s4� Area(Sq fU SOUTHOLD, NEW YORK 11971 Q e 0 Z and local codes, ordinances,regulations or agreements as wel as current acceptable buil t Balt-up beams or joists formed by a multiple of 2 x members shag be interconnected as follows: 3. Step flash at al roof to wag conditions. Flash and caulk wood beams and other projections o gal gf ding practices shagZONE A-C ac NIL n less in depth: and internal w/2 rows 16D nails at 12' o.a staggered - a. Members 9-1/4' a d ep glue a gg tFrough exterior Wags or roof surfaces. TOTAL LOT AREA 29,358 NON CONFORMING � y govern, and their construction shat be of the same character as for similar conditions that are shown a noted b. Members greater than 9-1/4'h tin a multiple 3 x members through SINGLE FAMILY DWELLING 280.124 EXISTING PROPOSED _ o O 7. The Architect will not be responsible for and will not have control over construction means, methods, depth ough bolt with 1/2'diameter machine bolts at 4. Eave flashing shall consist of two layers of 15* a.s.f. cemented together in addition to required FIRST FLOOR - o' �' _ 141! , 24' o.c. staggered naing from the edge of the eave up the roof to overlay a point 24 inches inside the interior wag 1842 d techniques,sequences or procedures,or for safety precautions and programs in connection with the work, and will M�IIJM LOT AREA (SQUARE FEET) 20.000-39.000 - 29,358 1 not be responsible for the failure of the Client or his contractors, subcontractors,or anyone erf an of the H. Cutting f Beams. Joist and Rafters: fie of the budding. Table R301 .5 - 1,728 � �' NO Q' spunperforming Y SECOND FLOOR � '� �� I Cutting of wood beams, joists and rafters shat be united to cuts and bored holes not deeper than 1/6 the C. Attic Ventilation: 150.56' �, s � S , work,to carry out the work In accordance with the approved contract documents. Minimum Uniform) Distributed Live Loads: MINIMUM WIDTH OF LOT 175' - � 8. Any and al drawings and specifications for s'rtewak, plumbing supply or waste, electrical craifry, and heating, depth of the member and shag not be located h the middle of V3 of the span.Notch depth of the ends at the t Enclosed attic truss spaces and enclosed roof rafters shag have cross ventilation for separate y ATTACHED GARAGE - 703 _ J� member shag not exceed 1/4 the depth of the member. Holes bored or out into joist shag not be closer than 2 space with screened ventilating openings protected against the entrance of moisture and rah h - - ventilating, fabricated trusses, and ail conditionin() systems are not a part of the professional services provided to USE LIVE LOAD MINIMUM DEPTH OF LOT 259 z Inches to the tip or bottom of the joists and the diameter of the hole shag not exceed V3 the depth of the accordance with the WFCM and NYS and tical codes and ordinances. See details on DETAO{D GARAGE _ _ - 267.61 O _ w U i the Client by the Architect unless Induced under their agreement. Any discrepancies with these documents by any . , F F- } - joist. The tension side of beams, joists and rafters o, 4 inches or greater nominal thickness shag not be notched architectural plans for locations and details. cin H (n of the above listed services as shown h documents prepared by others should be indicated in writing to the except at ends of members. Uninhabitable attics without storage 10 psf ROOFED OVER DECKS/PORCHES - 594 MINIMUM FRONT YARD DEPTH 40' - 53.T Z w m Oi o ~ S Q Architect immediately. DIVISION 8 -DOORS AND WINDOWS I.Pbes h Stud bearho Nails or Shear Nals: n_. IM w 2 O _ Z °C 9. Prior to application for budding permits, the Contractor will furnish the Architect with two sets of shop drawings Uninhabitable attics with limited storage 20 psf OPEN PORCH GREATER THAN ROSE - 46 w } W Q U z t- o C7 of all prefabricated c t Notches or bored holes to studs of bearing wags or partitions shag not be more than V3 the depth of the A General MINIMUM CORDER 2ND FRONT YARD DEPTH 35' - - O w z Z pr components,one set to be retained by Architect,the other set to be returned to contractor stud t Windows h buildings located in wind-borne debris regions (120 nigh wind zone or within one mile U) � w � O O C}7? W after review. Items requiring shop drawings induxle but are not limited to roof trusses,floor trusses, stairs, of the ocean,bay and sound) shat have dazed Habitable attics and attics served with fixed stairs 30 psf ALL ACCESSORY STRUCTURES - - Cc J. Bridgbg and Blocking: d openings protected from wind-borne debris or the MINIMUM SDE YARD WIDTHS, 15.0 'r � F- .� u�u� > O Cc cr cabinets, vanities, etc. Should the design or configurations of any prefabricated component be modified during building shag be designed as a partially enclosed building In accordance with the Building Code of 16/35' - /43.3' F- w w 2 p U_ U I There shat be not less than one one of bridging h every eight feet of span in floor, attic and roof framing. The 9 9n P Y 9 Balconies exterior and decks 40 s - ANY OPE 1 (FEM/COMBINED 28.3' O co � Q construction from previously approved shop drawings, the Architect shat be famished prior to fabrication with ) psf TOTAL SQ. FT. 4,913 w oC z O bridging shag consist of not less than one by three inch lumber double Haled at each end s of equivalent metal New York State. Glazed opening protection for wind-home debris shat meet the requirements of < z C7 w D Z w Z fr revised shop drawings incorporating the revision If the Architect fris not provided with the above information, the bracing of equal rigidity. Ividspan bridging is not required for attic or roof framing where joist depth does not the Large Missile Test of ASTME 1996 and of ASTME 1886 Fire Escapes 40 psf % OF LOT COVERAGE - 16.7% - MINIMUM REAR YARD DEPTH 50' _ z Z Cw7 Z)F- w F5 w O 03 client shag defend indemnify, and hold harmless the Architect from any dain or suite whatsoever, inducing but not 179.5 � a z Q � U) F- .j � U = exceed twelve inches nornInal Block sold at all bearing supports where adequate lateral support is not otherwise Exception: w O_ w w Q D Q Z 0- Cf)to, al payments, expenses or costs Included arising or alleged to have arisen from prefabricated items. provided. Block al stud wags at maximum intervals of eight feet with minimum of 2 x sold material with tight joints. Wood structural panels with a minimxrn thickness of 7/16 inch (tt1 rrrn) and a maximum span of 8 Guards and handrails 200 psf ALLOWABLE GROSS FLOOR AREA - 4,273 20% - w (r U� _J ~ ~ m O O 10. The conditions and assumptions stated In these specifications shag be verified by the contractor for MAX % OF LOT COVERAGE) 16.T/. Q j s Q Q U) (n - Provide 2 x frestops at mid-pant vertically of stud wag Bridging as required by floor truss manufacturer's printed feet (2438 mhr)shat be permitted for opening protection inane- and two-story buildings.Panels U= a- cr O z •--u z F- conformance to local codes and conditions. h the event of a discrepancy between these specifications and local Instructions. shag be precut to cover the glazed openings with attachment hardware provided. Attachments shag Guard in-fill components 50 psf I- w w z O w V O � > Cin codes or conditions, the contractor shag notify the Architect in writing of the discrepancy and special engineering MAX3v1Uvl I-EIGHT (FEET/STORES) 35/2 V2 - Cc M w R on = F= P Ir OC requirements shah be applied to insure the buldings structural integrity. K.Lintel Schedule: be provided In accordance with Table R3022.12 a shag be designed to resist the components Passenger vehicle garages 50 psf U w U) } UJ I- w own U 11. These requirements may be superseded by more stringent information contained within the drawings. The more t Unless otherwise shown, provide 1 Intel with 6'minirruurn bearing for each 4' of wag thickness. and dadcing loads determined h accordance with the provisions of the Residential Code of New - _ > 2 Lintel Schedule. York State. Rooms other then sleeping rooms 40 psf ALLOWABLE GROSS FLOOR AREA 4,285 4,273 �z w Cc F- w T_ w o stringent shag be followed. p 9 P 12. Sol conditions shag conform to or exceed the following conditions: Bearing Capacity: tyro. 2000 psf. field an Size of Member 2• AN windows shag have insulating glass, or single glass with storm windows or equal. Sizes I- Q O z 0- Z U verified under all footings and reinforced slabs. Water Table: Mrt 2'-0'below bottom of all concrete slabs and Up to 4'-0' 3 Y2 x 312 x Y or 2-2x6 indicated on plans are nominal only. Budder to consult with window manufacturer to determine exact Sleeping rooms 30 psf 4'-1'to 5'-0' 4 x 3 Y2 x V16 or 2-2x8 sizes,rough opening, etc. At least one window from each bedroom area shag have a net dear SIGN PLACEMENT: THE SIGN SHALL BE AFFIXED TO THE 6" DIAMETER footings. Footings, foundations,wags, and slabs .,,hall not be placed on or in Marine Clay,Peat and other organic ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE 5'-T to F-0' 5 x 3 Y2 x s/ or 2-2x10 opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.) with a net clear height of 24', a net dear Stairs 40 psf materials. tG RESIDENTIAL STRUCTURE;PROVIDED HOWEVER THAT: IF 14 V 13. Live Loads: Roof: 20psf.Floor. 40psf (except sleeping rooms: 30psf). Exterior Balconies: 60psf. Stair Landings: F-T to 8'-0' 6 x 3 Y2 x % or 2-2x12 opening width of 20', and a sl height of 44' or less above the floor for egress purposes. Glazing AFFIXING THE SIGN TO THE ELECTRIC BOX, OR IF THE UTILITY in doors and fixed glazed panels immediately adjacent to doors or within 18' of the floor, which PROVIDING ELECTRIC SERVICE DOES NOT ALLOW THE SIGN TO 40psf. Wind Load 15psf. Garage: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. Decks: REFLECTIVE WHITE 40psf. Attics without storage: 10psf. Attics with storage: 20psf. Guardrails & Handrails: 200psf. L.Plywood may be subject to frequent and recurrent accidental human impact shag be tempered as per STRUCTURAL & M.E.P. INFORMATION BE ADHERED TO THE ELECTRIC BOX, THE SIGN SHALL BE I. AN plywood shag be Doug fir a equal. ft shag be manufactured and graded In accordance with DOC PS 1-95 Residential Code of New York State and local codes and ordinances. AFFIXED TO THE EXTERIOR WALT IMMEDIATELY ADJACENT TO 14.Bottom of footings shag extend below frost fine of the locality and m i inArn 3'-0'below existing grade to for Construction and Industrial Plywood DIVISION 9 - FINISHES ITHE ELECTRIC BOX;AND IF NO ELECTRIC BOX IS undisturbed sod or sol compacted to 95% dry density having a load carrying capacity as specified in Note 12, as 2.Each plywood sheet shag bear the 'APA' trademark IN ACCORDANCE WITH APPENDIX J OF THE 2020 NYSRC, THE ATTACHED TO THE EXTERIOR OF THE STRUCTURE OR IF, IN CLASSIFICATION OF verified by a sols engineer licensed 'n the locaity where project is being butt. 3. AN end joints shag be staggered and shag butt along the center Ines of framing members. t Ag oral EXISTING ELECTRICAL SERVICE, HVAC SYSTEM AND PLUMBING THE OPINION OF THE AUTHORITY HAVING JURISDICTION, THE THE STRUCTURE 15. AN foundation wag backfill under slabs where distance from edge of wag to edge of undisturbed sol exceeds gypsum wallboard shag be installed In accordance with the provisions of the Residential Code ELECTRIC BOX IS NOT LOCATED IN A PLACE LIKELY TO BE UNDER SECTION 602 4. The face grain of the plywood shag be laid at right angles to the joists and trusses and parallel to the studs. of New Yak State and local codes and ordinances (as applicable). SYSTEMS HAVE BEEN INSPECTED AND TO THE BEST OF MY SEEN BY FIREFIGHTERS OR FIRST RESPONDERS, THE SIGN OF THE BCNYS 16',but less than 4'-0',shag consist of dean,porous, sol compacted 'n 6' layers to 95 % dry density or provide 5.Naffs shag be placed 3/8'minimum from the edge of the sheets. The minimum nal penetration into framing 2. Gypsum wallboard shag not be installed until weather protection for the hstallation is provided. KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT MEETS OR SHALL BE AFFIXED TO A LOCATION APPROVED BY THE «4 rebar at 2'-0' o.c, T-0' beyond edge of undisturbed sod and T-0' into foundation wag. members shag be 1 1/2' for 8d nals and 1 3/8'for 10d nails. Storage should be in accordance with manufacturer's instructions. EXCEEDS THE REQUIREMENTS OF THE 2020 NYSRC AND ARE AUTHORITY HAVING JURISDICTION AS A LOCATION TO BE SEEN p 16.Free draping granular backfill (SM or better) shall be used against foundation wags consistent with the 6. AN floors shag be nailed as per nailing schedule. 3. Al edges aril ends of gypsum wallboard shag occur on the framing members except those ADEQUATE TO FACILITATE THE PROPOSED ADDITION AND BY FIREFIGHTERS OR FIRST RESPONDERS. REFLECTIVE RED architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per orbic M. Comer Bracing: PLANTONE #187 foot). If backfill pressures exceed 40pcf, then wags must be designed for actual pressures by a registered edges which are perpendicular to the framing members. AN edges of gypsum wallboard shag be In ALTERATIONS AS DEPICTED ON THE CONSTRUCTION THE SIGN SHALL BE STURDY, NON-FADING, 1. Unless otherwise noted,brace exterior corners of building with 1 x 4 diagonals,let into moderate contact except in concealed spaces where fie resistive construction is not required WEATER-RESISTANT MATERIAL, PROVIDED' HOWEVER, THAT A to Ir Professional Engineer licensed In the locality where project is being bush. DOCUMENTS. 17. Unbalanced fl not to exceed T-V unless otlherwise noted and substantiated by engineering calculations. studs, or with 4 x 8 plywood sheet of thickness to match that of sheathing, or with 4. The sizes and spacing of fasteners shag comply with the Residential Code of NYS and local SIGN APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A Backfill shag not be placed against wafts until slabs-on-grade and framed floors are in place and have reached metal strap devices installed h accordance naing schedule codes and ordinances (as applicable). TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL PERMANENT NON-FADING STICKER OR DECAL 1/2" STROKE 2 Lap plates at al corners. 5. Provide moisture resistant al cement board at tubs and showers as shown on details h their design strength.Proper precautions shat be taken to brace foundation wags when backfiing. Where backfill dryW JUDGMENT I HAVE CONCLUDED THE STRUCTURE OF THE DESIGNATION FOR STRUCTURAL ' Nailing: architectural drawings. COMPONENTS THAT ARE OF 88 is required on both sides,backfill both sides sim.ltaneously. EXISTING DWELLING IS STRUCTURALLY SOUND AND ADEQUATE 1. AN nailing shag comply with nailing schedules in WFCM,(see attached schedule) and al state and local building 6. Fre-resistive construction Garage ceilings and wags when adjacent to a dwelling unit shag be - _ TRUSS TYPE CONSTRUCTION .. D�gNI 3 - CONCRETE of rated construction according to the U- Design specified on the drawings when units are TEPICTELITATE THE PROPOSED ADDITION AND ALTERATIONS AS codes,a maulfacturer's recommendations. � � SIGN FOR ESIDENTIAL STRUCTURES 0. Fre St000na designed tinder NYS standards as indicated on the drawings. (5/8' type X wags and ceings) DEPICTED ON THE CONSTRUCTION DOCUMENTS. " WITH TRUSS TYPE CONSTRUCTION, A• General, t Fie stopping shag be provided to art off all concealed daft openings (both vertical and horizontal) with 2' F FLOOR FRAMING, INCLUDING PRE-ENGINEERED WOOD CONSTRUCTION ..I 1. The concrete properties shag be as follows: nominal lumber or 2 thicknesses of T nominal umber with broken lap joints or other approved material. DIVISION 15 -MECHANICAL GIRDERS AND BEAMS AND/OR TIMBER CONSTRUCTION Q � Mn. Comm. S{trenath Mn Aaareoate size � P. Alignment A. Heating Ventilation and At Co nditiorina: " 5 ® 28 Days (PSD R ROOF FRAMING t AN rafters and joists framing from opposite sides shag lap at least six (3)inches and be nailed together with 1. AN work shag be h full accordance with all current codes and regulations of the governingil Footing 3,000 Yz- T 4' T min. (3) 10d face nals. ( (see attached naing schedule for superceedng requirements) agencies. FR FLOOR AND ROOF FRAMING NOT TO SCALE W Slab-on-Grade 2,500 Y2'- T 4-Yz 2. When framing end to end joists shag be secured together by metal straps. 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, Wags 3,000 Y2'- T 4'Y2' 0. Partitions: duct sizes, etc. to Engineer prior to installation. Mechanical subcontractor to review structuralS2 W Garage Slabs & exterior slabs 3,500 X.- T 4' T w/5% 1 General shop drawings and notify the Engineer of any mechanical and structural and design intent conflicts air entrainment a ¢y Provide solid blocking at 4'-V o.c. between the joist and first interior parallel joist. prior to constriction. W s Z Concrete work shag conform to al requirements of ACI-318 specifications for structural concrete for buildings. b. Spices of the top and bottom portion of double top plates must be staggered a mimmurn of 4'-0'. 3. AN work shag be done In a neat and workmanlike manner and so as to not needlessly hamper 9 ED N c. Splices shag occur only directly over studs. that portion of the work performed by others. N r I E11 3. AN reinforcement, anchor bolts, pipe sleeves and other inserts shah be positively seared h place and located d Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer B• Pia: ` , /�` / lJ according to the appropriate architectural drawings and details. licensed to practice In the jurisdiction where construction is taking ace. One set of calculations to be regulations of governing agencies. E W r v R ` 40,00- B. ' jtri king pl provided 1. AN work shag be in fol accordance with all arrant codes and re t Reinforcing Steel to Engineer for approval prior to construction. 2. AN work shag be dome h a neat and workmanlike manner and so as to not needlessly hamper ,�I n ` /1 t Reinforcing steel shag be intermediate grade new blet deformed bars grade 60 conforming to ASTM & 615. e. Lap top plates at comers and intersections. that portion of the work performed by others. LEGEND I`aL v / Welded wire fabric shag conform to ASTM A-185. See architectural drawings for sizes and locations. 2 Bearing Wags supporting one floor a more: 3. Plmbhg subcontracts to review structural and mechanical drawings and notify the Engineer of S 0 `,� i_ ; 2.Detailing,fabricating and placing of reinforcement shag be h accordance with ACI Manual of Balding a Partitions must be constructed of minimum 2 x 4 studs s aced 16' o.c. of type umber specified. any pkxnbing, HVAC, structural and desi intent conflicts p gin prfe t0 CgnStrUCtign. DECIDUOUS TREE L = 172.02'. ¢ L, ' ;k Code Requirements for Structural Concrete b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shag be centered drectly over DIVISION 16 -ELECTRICAL 0 • ••••••• •UTILITY MANHOLE R = 600.00' 1; : I U 3. AN reinforcing bars which intercept perpendicular elements shag terminate h hooks,placed two 0 inches dear and below bearing wag studs with a tolerance of no more than 1'unless substantiated b ^r't - ;j / ` i' from outer face of element. calalations. Y dreg t AN work shag be n full accordance with all applicable National, State and Local codes and shag ® • ••••••• •ELECTRIC METER n n ��r)4 i I d r_, 4. The contractor shag notify the building official at least forty-eight (48) hours prior to each concrete pour. No c. Bear stud wags must be sheathed with a minimum 1/2'gypsum board fastened according to dr walcomply with the requirements of the serving power and telephone corrparres. 15 . ......• •FIRE HYDRANT . , ' w Bearing Y S 35 27 35 E- concrete shag be poised into footings containing standing water or mud.Footings shag be dewatered prior to manufacturer recommendation 2. AN work shag be done In a neat and workmanlike manner and so as to not needlessly hamper E)4 • ••••••• •MATER VAL VE 109,88' placement of concrete. No concrete shag be placed until al reinforcing has been installed by the contractor and that portion of the work performed by others. x1a70 ,, 1. 0 R. Wood Roof Trusses: ®• ••••••• •WATER METER Ir 19os inspected by the building official or county approved licensed inspector. 3.hstalatkn- EP 18w v r 1. Timber trusses shag be designed in accedence with accepted engineering practices. Calculations,joint strengthpl� 5. Minimum protective cover for reinforcing steel shag be as follows: a AN equipment installed outdoor and exposed to weather shat be weatherproof. M• ••••••• •CATCH aaslN 12es 12x1 PLASTIC (n �, :9 information (allowable load per square inch or per nal, allowable edge distance, allowable end distances) load test L = 30,091---, x VAULT N V. a. Footings: 3' b. Bottom of receptacles and switches shag be located 5' above canter top unless otherwise x1989••••••. • �.i xM61 0 b.Beams and cohrms: 2' data and other information as necessary shag be submitted to local authorities for approval prior to fabrication. SPOT ELEVATION a«�R,o,,e-,., R = 230.00 W o 2 noted on drawings. �OPAM x'w. 1&3�x B.M.1a89 n u. Each truss shag be seared at bearing with one 'rafter tie metal type anchor at each end. U/G• ••••••• •UNDERGROUND GAS F M^'Wim'OR Q c. Slab: 3/4'(Me mesh to be placed at mid-depth of slab) c. Receptacles shag be installed verficaly at 12' above finish floor and 12'-0' o.c. horizontally. All PROPOM t,,,,,� 786x CU0T IN CURB � o U 2 Sasso Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to receptacles within 6'-0'horizontally 0ONTWX°AMF1" x � � - d Wags - 1 1/4' at interior face: 3' at exterior face y of a srnik lavatory or tub shag be wired to a ground fault EP• ••••••• •EDGE OF PAVEMENT NWA U txnnsu� 12ai h include this information with shop drawings. Each truss to be seared at one end with a metal 'rafter tie' type 12,1 P�asrtc V 5', C. Foundation: interrupted uncut. r M Ir VAGI 7 --VAiXT O "o & M • • • • anchor and a scissors truss connector, 'Snhpsal or approved equal,at the other end to tie down the truss TC• ••••••• -TOP CURD .,,�.�„„�wcaas ,,,,� � .., I Footing depths are shown on the architectural drawings. Footings shag bear a minimum of T-W into origin. aPPr d Wal switches to be 48' above floor. ,�� R s n+. x\ Z �, � undisturbed sod and a minimum of 3'-W below finished grade. Where required, step footings to ratio of 2 horizontal while permitting the truss to move outward without deflecting the wat e. AN smoke detectors to be line voltage and wired in a manner such that the activation of one - - 1875 W � H � "oro v 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shag verify all spans, 1 >r rale to 1 vertical. wl activate al. Each floor level to have at least one smoke detector. Each bedroom to have its 61 la 11 �/ars x,a" Z C) Q dimensions,heel heights,pitches, etc. Fabricator must submit two sets of component shop drawings and truss AREA OF PARCEL = 29 358± SQ.FT. OR 0.674± ACRE oe 267' \ � Q a U 2 Where conditions develop requiring changes h excavations, such changes shat be made as directed by the own smoke detects h addition to a smoke detects located in a hallway outside the bedrooms. � N� � Engineer layout plan, each sealed by a professional engineer registered in the jurisdiction where the construction is taking f. A line voltage carbon monoxide detects shat be located at each level of the dwelling ,including ""us - ,9n N0 " � q / 1 � � v place, to Engineer prior to fatxication, one for Engineer's records and one to be returned to contracts after SUFFOLK COUNTY REAL PROPERTY TAX MAP , `"�`� `'� 1 r, 1 0 `� t 3. AI footing excavations shat be inspected by the building official or county approved Inspects prior to the the basement or cellar. win �" ,50 \ wA F-+ E `" placing of any concrete. Same shag be given forty-eight (48)hours notice for this observation review. DISTRICT 1000 ` �°r FE x }- I � W .,q 4. Truss shop drawings indicating calculations, loading,load test data,horizontal thrust and any other information SECTION 051.00 ', y n °N. ��/ h� Q(q r l M 4. Sod investigation and report: Al earth work, compaction and supervisions shag be done according to the , E 8• rr �, �J required shag be sealed by a professional engineer registered in the jurisdiction where construction is taking place BLOCK 03.00 , 5 / 4 (Y 3 recommendations of the sod investigation report prepared by a licensed geotechnical engineer. Concrete slab and 3 15 \ 1 � J \ � ks M and be submitted to bolding officals prior to fabrication. LOT 012.009 / + 3 � rc 1 x f797 W, c, footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify Engineer, in N / ,o I eP o writing, so that necessary structural modifications can be made. 5. Store trusses above grade on wood sticking h such a way to prevent bending, warping or deflection of - xea� OVA d x kin trusses. q 5. Slab-on-grade shag be 4' thick reinforced with 6 x 6 Wt4 x W1.4 WWF and shag be placed on 6 ml. vapor - /^ � ti' ,°• IN. Eau 121 00 % � barrier on 4' crushed stone. DIVISION 6-WOOD (CONTINUED) °M1 xzass I/ I -/ � _J 6. Slab-on-grade at porches shag be 4' thick urless otherwise noted. 6. Roof Truss Bracing: Instal permanent bra for al wood roof trusses as specified below.Follow ah � / �� A\ev\10^" , j* n x1247 I � 3 9 xPd53 ea6s 7. Install anchor straps as per mfg. recommendations: 12' from corners and intervals as per plans. Mrmrnm recommendations specified 'n Bracing Wood Trusses:Commentary and Recommendations BWT-76 Truss Plate �,aE'k 9_50 �.Z91"vENc Eo + ' f \I b Y Institute,Inc. \ ME \\ 1 N15N embedment for anchors shag be as specified b manufacturer. `'� R�NF N� 8. Beam pockets shag be formed into concrete wags to provide a continuous level flat sold bearing surface for al � � x e F F r. .L \ / 1 \ 7r,a" x17..8 P Pr 9 a Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct naing should JIM 12se LP 17.85 beams. adequately brace the top chord plan However, when gable end trusses are used,continuous 2 x 4 braces should r \\ >6 Ad +0� �. x be installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end: o \ +�2 I M J9.W �",� DMSbhI 6 - WOOD raids an between roof center-line and wag on each side of center-fie and at center One of roof. in 2a`0Po'-� \Fr ; 8O o 0 A. Lumber Grade: American Softwood ILurrber Standard b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. � 125P 1 a 11`b rnorasFa.._ % `"�"� I o Gradin shag comply with DOC PS 20-70 ' ' and applicable Westem Wood Products Association standards. This brace should cross at least 4 adjacent trusses and terminate at the truss ridge. Sear nad this brace to \ VOODED/VACANT x2m = 4 9P Y PPi J 90 Securely �E I �, N t Al umber shag be, unless otherwise noted No. 2 grade. Douglas Fr-Larch with the following mirimxxrt structural al members it crosses. instal this bracing at al gable a end wag conditiahs and at 14 foot mmmrxm Intervals 3 x126s \ 'i \ �I F Zo.2 1 , °0ONCRIX values. throughout the truss system. �W 1 1 11 1 1 , ,s•5' \� a.r - II xnb, a. Extreme fiber bending stress: 2 x & WIDER Fb 875 PSI c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three %1 1 x f ) a - b. Horizontal Shear:Fv = 95 PSI rows minimum are required located at the 1/4 points of the truss span. Securely nal these braces to all z` 122+x/ `" `� PM c. Compression perpendalar to gran FcL = 62.5 PSI members that it crosses. tp cam'') I1.� � ►�v S I2 I � >�°Q'"'E" d. Compression parallel to grain: Fc = 1300 PSI S. Wood Floor Trusses: 0 _2r7 e v�sCr m-�- +'" �0 w �P 17e7 17.95 e. Modulus of elasticity- E = 1,600,000 PSI 1. Floor trusses to be manufactured and installed 'n strict accordance with manufacturer's recommendations. Al � Zoe /Zti / RIM=1731 f. Moisture content: 19% maximum. spans,joist depth and spacing to be verified by manufactuers. Shop drawings Indicating calculations,loading,load Z' s '' /^1 •a F "s u 11111111111111111 DIVISION 6 - WOOD (CONTINUED) test data and any other information required shag be sealed by a professional engineer registered h the 967 / ` DW2 2f.3' ---RrSER jurisdiction where construction is taking place. Truss manufacturer shah verify al spans, dimensions,bearing Hua X Pass ELECT. 2. Other species may be used provided substituted species shag meet or exceed requirements noted above. pants spacing, etc. Fabricator must sulrrit two sets of complete shop drawings and truss layout plan,each WITH -r - - � . _ _ -Pau Dox 3. Moisture content Al umber 4' and deeper shag have moisture content not greater than 19/, air dried amber is sealed by a professional engineer registered h the jurisdiction where the construction is taking place, to Engineer T ArX / 2 N 88°55'29' W T desired but not necessary. Lumber may be kiln .dried, however drying process must be slow and regulated to \ ' 3, prior to fabrication, one for Engineer's records and one to be retuned to contractor after review. � 268,04 ELECT._ - xl7A7 © Vaucr rELEPHDME cause a minimum amount of checking, comparable with air died stock. 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to UN0 N/f °F Inv VOD 0 PULL aux 14. Al exterior amber and umber In contact with masonry or concrete shal be pressure preservative treated in event exposure to the elements. Always store upright, especially if stacking. 2ND ca DEVIUD �11C PANEL p� TC 1x47 4� accordance with AF&PA standards and starrpaJ 'Ground Contact 0.40 lbs/cubic foot'. rweuc WATER AVAILABLE cu, !P1707 1 5. Grade stamps shag appear on al liber. @a,!srua�� .. 6. Store al umber above grade and protect from exposure to weather. B. Fitch Beams: I Fitch beams shag have a minimum fb - 15000, E=11.4 with 1/'bolts located not closer than 2' from the top and bottom edge unless otherwise noted. There shag be a bolt top and (bottom 2' from each end (see typical flitch plate bolt pattern dotal). C. Joist Hangers: SITE PLAN I Al purlins, joists and beams not framed over supporting members shag be supported 1 Z Jost hangers shag be prime quality steel which conforms to ASTM-A525,min. 22 gauge. Products acceptable 1-01 SCALE T=30' shag be Simpson, Kant-Sag, or equivalent. I Q brS LE NOTES OFTHEHE FINISSHED WINDOWS ITER THAN 7 ' J FROM THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING SHALL BE ��uu o Symbol Note PROVIDED WITH AN OPENING CONTROL DEVICE THAT 2 N COMPLIES WITH SECTION R31222 AND ASTM F2090 CV) > PROVIDE MR 18'x24'ACCESS AS PER NYS RESDENTIAL CODE R4084 POURED CONCRETE STAIRS NZ 0 SAW-CUT AS REQUIRED 4000 PSI ® 28 DAYS WITH 6X6 W.WM HAND RAL& STEPS TO NYS CODE R31t7. OVER 4' OF WELL COMPACTED GRAVEL MATERIAL AND STYLE TY'PI:TO BE CHOSEN BY OMNER OVER WELL COMPACTED SOL, TYP. THE MNMW HEADROOM N ALL PARTS OF THE STARWAY 75'-6• SHALL NOT BE LESS THAN 6 FEET 8 N(:HES MEASURED 30 VERTICALLY FROM THE SLOPED PLANE ADJONN(' THE TREAD NOSING OR FROM THE FLOOR SURFACE OF LANDING E OR PLATFORM AS PER NYS CODE R31172 0'-4' 18'-4' 43'-0' 2'-0' 1i R31211 WHERE REQIlR®.GUARDS SHALL BE LOCATED ALONG A07 STAIR FOUNDATION: A07 OPEN-SIDED WALKM SLAFACES,INCLUDING STARS,M"AM 8' POURED CONCRETE WALL m � Q LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES 1762 MMn (TO BE MN. 3'-0' BELOW GRADE) O m MEASURED VERTICALLY TO THE FLOOR OR GRAM BELOW AT ANY PONT LU - WITHIN 36 INCHES(W WHORI2XWrALLY TO THE EDGE OF THE OPEN 1D'-8' 8' 1T-8' 8' 20'-2' SDE INSECT SCFEB44G SHALL PIOT BE AS A GUARD. m Z m T_ WIND0 Y HOUR RATED SELF CLO1,M DOOR FRENCH DRAIN SEE SECTIO 105 S.F 0.55 S1. Q � CO THE MECHANICAL ROOM SHALL BE SEPARATED FROM THE RESIDENCE ON PAGE A-07, 4* SCHEDULE 4'-4• 8' 3'-6• 8' ao 8' 3'-6' 8' 8'-T N tr 30 PERFORATED PVC PIPE & ITS ATTIC AREA WITH A 3/4 HR FRE-RESISTANT ASSEMBLY. - - - - - - - - - - � PROVIDE 5/8'TYPE'X FRE RATED GYPSUM BOARD ON WALLS, A08 WITH HOLES FACING o (rELNG ON MECHANICAL RCXAvI SDE DOWNWARD AND BELOW 00 N -.- - - - - - - - - - - - - - o r .p �- THE EXISTING MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED BOTTOM OF BASEMENT SLAB 4X4 POST Q7 BY THE NEW ADDITION & ALL NEW HEATING SHALL BE INSTALLED N POURED CONCRETE STAIRS BACOLL ' FROM ABOVE ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE (TYPICAL) REMOVE EXISTING MASONRY CHMIEY N ITS ENTIRETY. 4000 PSI a 28 DAYS WITH 6X6 W.W.M. � o }/d ® OVER 4' OF WELL COMPACTED GRAVEL r PATCH AND REPAIR AS NExESSARY. OVER WELL COMPACTED SOL, TYP. DIRECT VENTED INSULATED METAL FLUE TO BE VENTED AS Q9 PER MANUFACTURERS SPB�(CATIONS.PROVIDE FFESTOPPNG o -_- -_-_ _-_ _J� �'► •st •it �.K :yet'"'• •t; ;�!"t. :��'� . �'« v• �r•�, Qt `�O fy AS PER CURRENT N.Y.S.RI=SDENTIAL. CODE i� �FF -- -� - -- - -- - - - -- ------ _- f • ( I '�C C c�'� Z �' 1T-8' - -- o FEET( TERMINATION.(THAN SHALL EXTEND NOT LESS Wrr 2 I .• ' �} ; ;.. . �,. „; •. ANGLE STEEL LINTEL 4T-0' ANGLE(2) 474W GALV 0 3 . GALV LNTEL W.H. ,• I y O FEET(810 MMD IICHff3i THAN AM(PORTION OF A Bl1LDNG WTIFN 10 • •� • ® FEET OW WA BUT SHALL BE NOT LESS THAN 3 FEET 0314 MMn ABOVE I�I S t 1 '• I y \ y THE HIGHEST PONT WHERE THE CHM4EY PASSES THROUGH THE ROOF. ------ - - - - -- - - __ _ _ _ __ ___-, _- Q CLOTHS DRYER TO BE VENTED DIRECTLY TO EXTERIOR. PROVIDE I i I I I I I I I 2 BACKDRAFT DAMPER (AS PER N.Y.S.CODE.M1502) UP 3 3'-3' 3'-0' 4'-T M I I I I I I I Z. 2R 0. •• i 4( Q PROVIDE PLUMBING TRAY 7�no FLOOR DRAIN BELOW WASHER I I I I I I I m --- ZD lir - -- ------------------- -- - - - - -- - Z -------- ------- -----i , _ 0 Q ICE BARKER AS PER CODE R905.t2 --- CO CO w w .• �,� t t` r„.. ,Iwo I .• •, (3) 2 X 12 BEA Z U w � I 1-_ Q Q ALL VALLEYS.CHIMNEYS SKY'UGHTS,EAVES AND RAKES TO RECEIVE I J< .. r t • !v A ;• • . BE POCKET The dazed areas need not be ooenade :� I I Q � m p p OU where the ODGr*V is riot reguired by--.--------------------------------- BEAM POCKET - o 0 'STORMGUARD'LEAK BARFl6R BY'GAF'OR APPROVED EQUAL ' I r_ HAUNCH sSLAB ®__ �_ -J MOISTURE j Section R310 and a whole 4 o 9 WITH MOISTURE pit ILO = Q z i `� p I DOORWAY(TYP) (2) 2x6 P/T SILL PLATE ON 2 C, ------ ----� • u l I- CJ Q PROVIDE EXTERIOR LIGHTING AS PER CODE R303 I I I --- PR TECTION ON m o mechanical ventilation system is Installed PROTECTION ON I } O w �- TERMITE SHIELD W/ SLL INSULATION I .• N• 9 1 U)LL� � '� E - ft O r 0 z 4X POST & 5/8' DIA. ANCHOR BOLTS W/ 4 I ! 'c�h LANDING Q ' A SIDES, TYP. it accordance with Section Mi15(l5. ALL SIDES, TYP. 9'- J, � v O w Z v�0 O C7 cc W l A r• Cr WF- Q cr FROM a 3'x3'x5/16' BEARING PLATE o MAX I •C! ® ® 4,v TYPICAL FOUNDATION � �. I � Qz o m cw7 OC Z (D Z cin ( I AB VE 4 36' OC (TYPICAL 12' FROM ENDS OF i ! ti w The dazed areas need not be instated '�' 12' POURED COPAETE WALL W/ •'!ri I I I Q 5 Q LLT p z w z SECTION AJ301 - REPAIRS AJ6018.1 Fre and Life Safety Protection- Men Interior alterations I I EACH PLATE SECTION (EXTEND Q I +. r:� �w in rooms where Exception 1 Is satisfied � *5 REBAR 0 16' O.C. VERTICAL i I=- D Z o R c~n Lu E5 Fw- 0 W AJ3011 Materials. Except as otherwise required herein, 000r,or when one or more sleeping rooms are added or created h ( i I BOLTS MIN T INTO CONCRETD I 2 - - - m , rn and artificial light is provided that is KEYED TO 24'X12' DEEP POURED .• �J cin uN�4 w w Q D Q Z r1 work shall be done using Ike materials or materials permitted existing dwellings,the individual dwelling unit shall be provided with I .. � p i � x c; Qapable of producing an averaae � w 0 Q � f m � O O smoke alarms boated as required for new dwellings; CONCRETE FOOTING REINFORCED Q > Q � U by this code for new construction e�the smoke , 4 I - AV bo Rinhation of 6 footcandes (65 kllJ LL CL (r p Z _3 Z I-alarms shall be Interconnected In accordance with Section R314.4. 4 .I o Eli� over the area of the room at a heW W/ (4) *5 REBARS CONT. N FTG. F 1- w w Z O Y O Y Q CO AJ30111 Hazardous materials. Hazardous materials no I i } d I in --- of 30 inches (762 mml above the floor (TO BE MJ. 3'-0' BELOW GRADE) �' ao W a Y U5 M O z p > Except=h other than bed and breakfast dweings, smoke alarms n longer permitted such as asbestos and lead-based paint, I I `y "v U co } LU Lu >- w = existing areas shat not be required to be ntercorxnected and hard shad not be used wired where Interior wall or ceiling**tines are not removed to I I i j-1 4 4 a Q d i --- 1 4X4 POST -6' 4'-3' 9• �CC C w0 3 w 3 z U AJ301t2 Pl rrnbing materials and supplies. Tha following expose the structure. i I 4 I --- FROM ' Z w ¢ w w O plumbing materials and supplies shall not be used AJsot8.t1 Power Sarco-Snake)lamins shat be pemnitted to be I I I i a PROPOSED i 'r RNISHED ABOVE { L---, 1- Q O d z D_ z U I All-purpose solvent cement, unless listed for the battery operated when Installed In buildings without coTuarcW power 0 I , NEW 3-V2' DIA X STL - specific appicatior-L or an onsite electrical power system or n buildings where existng i m I SLAB ON GRADE �a , • • BASEMENT 7x7 PSL 'r' t'� • I I I � I 1 POST LALLY COL ON 36'X36'X12'D �ti interior wall or cell g finishes are not removed to expose the •� U) (0'-6 3/4' CEILING) 2 Flexible traps and tailpieces, unless fisted for the I I, �}4's LVL FL u, qJ $D FTG. W 2-*5 REBARS EACH specific application structure. I i o o o 1 w o * O O ABOVE WAY (TYPICAL) 4X4 POST AJ6018.12 interconnection-Smoke alarms shat not be required to • 3. Solder having more than 02 percent lead in the I 6 0 4X4 POST rn• FROM _ be interconnected where battery operated alarms are pemitteditted Q i 1•� - `P I PITCH SLAB FROM ABOVE) ~6 - - ,`'' r - - - , r - r - - - - repair of potable water systems. � I I I' � 1 I I I I COVE I I %• i I AJ3012 Water closets. Where any water closet is replaced c0 I , MN.l�' PER FOOT I (2) 1 X 14' LVL BEAM X 14• LVL BErAM 0 1 X 14' LVL BEAM (2) 1 t X 14• LVL B 1 X 14' LVL BEAM 2) 1 X 14' L BEAM with a newly manufactured water closet, the replacement - I I / a BEAM POCKET I '• - 4 I I- �- - �+ - - O- - �- - water closet shag comply with the requiements of Section I , I 4X4 POST B POCKET , (7 R90&12 Ice barriers.h areas where there has been a history I , l• I FROM I I I I I I =MOISTURE + 'u v'- P29032 I 4 � WITH MOISTURE i .• of ice fom V the eaves causing a backup of I I 4 4 4 a PROTECTION ON I L - - - -J L - - - L - - - J L - - J L - •� I I d I bo Nr AJ30t3 Electrical. Repair or replacement of existing electrical water as designated n Table 83012%an Ice barrier shat I 4 I ABOVE -PROTECTION ON i 4 ALL SIDES, TYP. , �- o I wring and equipment undergoing repair with like material be nstaled for asphalt shingles,metal roof shingles,mineral- I 16 +�« ALL SIDES, YP. T shall be permitted surfaced rd roofing,slate and slate-type shingles, I i ��" TYPICAL FOUNDATION 4 "jt T-3 ' 12'-5t 10'-6t 6'-11 ' 8'-2t S'-3t g Exceptions: wood shingles and wood shakes.The ice bamer shat consist I 12' POl1FRED CONRETE WALL W/ I �'. I I I C3 1 t Replacement of electrical receptacles shall comply of not fewer than two layers of undertayment cemented I i 4X4 POST *5 REBAR ® 16' O.C. VERTICAL i O v 2x6 P/T SILL PLATE ON TERMITE • ' I a with the requirements of Chapters 34 through 43. together,cr)self-adhemg polymer-modified bitumen I i KEYED TO 24•X12' DEEP POURED N SHIELD W/ SILL INSULATION & 5/8' 4' P.0 SLAB WITH 6X6 sheet shat be used n place of normal underlayment and cABOVE DIA ANCHOR BOLTS W/ 3'x3'x5/16' W.WM ON 6 MAIL VAPOR w 2 Plug fuses of the Edson-base type shag be used for I , a a CONCRETE FOOTING REINFORCED t =5 r extend from the lowest edges of a1 roof surfaces to a point I D i ! ~ ® BEARING PLATE ® MAX 36' O.0 BARRIER & 4' CLEAN m i replacements only where there is not evidence of not less than 24 fiches (610 mn-J Inside the exterior wall ( I o W/ (4) *5 REBARS CONT. N FTG. , overfusimg or tampering in accordance with the Ine of the buidiV On roofs with slope equal to or greater •, 3-V I ao GRAVEL BELOW SLAB , (TO BE MN. 3-0' BELOW GRADE) a , 1= �w '�;* (TYPICAL 12' FROM ENDS OF EACH � i '• i I_ �J applicable requirements of Chapters 34 throLlgh 43. than 8 units vertical h 12 units horizontsl the be barrier i T PLATE SECTIOM(DCTEND BOLTS MN BEAM POCKET ti +y.r rt: 3. For replacement of norVotndng-type receptacles shall also be applied not less than 36 inches (914 min) measured , 4 T U) T INTO CONCRETE? N • along the roof slope from the save edge of the buiicinng. I I TLIT 20'-8' 4 I '' 8' WITH MOISTURE (U , •rt with grounding-type receptacles and for branch circuits ' 0'-8' TL'-8' o that do not have an equipment grounding ocrnductor Exception:Detached accessory struchres not containing I i COORDINATE ROUGH OPENING hit • I � PROTECTION ON N� � N � •.*• � I `cy in the branch circuitry, the grounding conditioned floor area I I i CWITH NEW FOUNDATION WALL corxluctor of a grounding-type, receptacle arilet shag I Q AND PROPOSED DOOR a iS 4X4 POST � ALL SIDES, TYP. �° a> f i ROP TYPICAL GARAGE SLAB: r l : /'.• •.• ';J;v ' N >X ;. • . co x .• T. D.J. I c3ra be permitted to be grounded to any accessible point I I 5• P.C. SLAB W/ 6x6 10/0 wwm I FROM i r• ';'•' s. ti LU •'� I X8on the ® a point on grounding electrode esystem or to anylectrode condNctor, as ccessd7le I i i a *6 REBAR ® 12' O.C. EW. ABOVE------------- , : r_ --- ______ _i r i I6'O.C. Co P gr �rn9 I I ® 16 ML VAPOR BARRIER I .. allowed and described in Chapters 34 through 43. F- m i 4' COMPACTED POROUS GRAVEL-ILL a i • t - • �r:: •l,. 110 ;`! I 4'-3' 9*al a. (95% WELL COIvPACTED)77S 4 4 REMOVE ALL SUB STANDARD SOL ` • st ---------------- ------ I`� FROM O I •` LL AND BACKFLL WITH CLEAN COARSE i i---- ----- �r +'♦ •fir •�+ m{ �'• ! v •.S I I ABOVE I I t �• , ( I I- GRAN SOL N 8' MAX THICK LAYERS I I ' COMPACTED WITH MECHANICAL I ti I FX4 POST BEAM P 4X POST .x� ------ --- _----------------- - I I 4' FRO I FROMa TAMPERS (95% WELL COMPACT®) i � ! i ----- - Co0I i �= ABOVE PROTECT01 TUB i i I I L- * I . ALL SIDES, TYP. '► a11 L a ------------------� �• i P/T 2x8 LEDGER BOARD o o I I 19'-4' I +d • a ------- - i I SECURED TO HOUSE W/ r I + I ' I ---J ,'r►• •�•! `+ �rY.�u►�s• �a •• , • .rt v ��.gl ;s:1.• I V2' GALV. LAG BOLTS ® n I --------------------- ----------- - I �• ' " e r `" Ab- ,r�' 16' O.C. STAGGERED (SEE I --------------- ----------------------------------_-- ----- J� tl o DETAL D1-02 SHEET A-08) a�ac N i 2+ �` : k M ' . >1 '` � �.rs �'.'rn� :. =_ ' • :!I•'=l�' �jP.T. I `•� (J L- -- I �x8 rn - 00 6X6 ACO POST. PB66 GALV ----- --------- -------- --- ----------- -____FL GIRDER bD POST BASE & 8'X8' P.C. PER � `? WITH 24'X24'X8' P.C. FOOTING C?Zo LO I MN. 3'-0' BELOW GRADE TO o o c� q BEAR ON VIRGIN SOL (TYPO a_ N tD I V acs' r- It � f - -1 I- f -1 I- rtl (3)2x10 P.T. GIRDER (3)2x0 P.T. GIRDER 02x10-P.T. GRA (_ 3P.T. GIRDER _ + _ (3)2x0 P.T. GIRDERLW _ w o L_� - - - - - - ��-J - - - - - - - - - - J E =j - - - - - - - - ---' - - - --1- - - - - - - - - - - -_-� '� Q I o 2X12 P.T. STRINGER 4' THICK CONC. SLAB "o 0 24' OC MAX - - - - - - - - 0 B/O STRINGER O M &T, +�:. 4 H ao WINDOW SCHEDULE C� Q c V yr g• T- -til' 1T-T �,-0t 1Z-0k 9. LABEL QUANTITY MANAUFACTIRER MODEL ROUGH OPENING UNITDMENSION GLASS AREA VENT AREA REMARKS A 2 ANDERSEN CX135 2'-8' X 3'-5 2'-7 ' X &-4 6.8 6.3 BASEMENT EGRESS WINDOWS B 2 ANDERSEN D 12O410 3'-0 X 5'-0 2'-11 ' X 5'-0 �' 10.45 5.83 C\ C 3 ANDERSEN (3DH)2040 8'-11 ' X 5'-0 �' 8'-11 �' X 5'-0 �' 3135 17.49 - 22'-8• T-4' 13'-0' 10'-0' 22'-V D 2 ANDERSEN AW251 2'-4 X 2'-4 2'-4 X 2'-4 3.9 t1 TEMPERED 75'-0' E 1 ANDERSEN P4035 4'-0 X T-5 4'-0' X 3'-4 � 6.87 3.85 - F 1 ANDERSEN (2168/ 12'-5 ' X 6'- 8 12'-4 ' X 6'-7 58.07 20.85 TEMPERED G 4 ANDERSEN ODH3046 6'-3 X C-8 6'-3 X 4'-8 20.62 115 - H 1 ANDERSEN AFFW6035 5'-11 ' X 4'-2 5'-11 ' X 4'-2 20.8 - ARCH WANDOW 1 1 ANDERSEN DHI2020 2'-2 X 3'-0 2'-1 ' X 3'-0 3.68 218 J 2 ANDERSEN DH30310 3'-11 �• X 4'-0 �• 3'-11 • X 4'-0 �• 1216 - PICTURE WINDOW, TEMPERED K 1 ANDERSEN AW31 3'-0 k X 2'-4 ' 2'-11 ' X 2'-4 ' 52 14 TEMPERED 1 FOUNDATION PLAN L 2 ANDERSEN DH2430 2'-6 k X 4'-0 2'-5 ' X 4'-0 6.37 3.66 TEMPERED A-01 SCALE V4'=1'-0' SECTION R3M SMOKE&AM - ----- NOTE �+�� w, 11�OTE: [NM 915.3 DETECTION LOCATIONS 8314.1 GENERAL SMOKE ALARMS SHALL COMPLY Wmi NEPA 72 AND SECTION MU 8314.3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED N THE FOLLOWING `�� I IMBOL LWEND CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS R314.tl LISTINGS.SMOKE ALARMS SHALL BE LISTED N ACCORDANCE WITH URL 2I7.COMBINATION SMOKE LOCATIONS ARCHITECT FELD VERIFIED CONDITION OF CONTRACTOR TO RE-GRADE EXTCz WALLS TO BE REMOVED REQUIRED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED N LOCATIONS AND CARBON MONOXIDE ALARMS SHALL BE LISTED N ACCORDANCE WITH UL 2R AND UL 2034. 1 N EACH SLEEPING ROOM ' SOL FOR BEARING CAPACITY OF ONE TON EXISTING EARTH. PITCH AWAY ® SINGLE & MULTIPLE STATION ------THAT AVOID DEAD AR SPACES, TURBULENT AR SPACES, FRESH AR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH 83142 WHB'�REQUIRED SMOKE ALARMS SHALL BE PROVIDED N ACCORDANCE WITH THIS SECTION. 2 OUTSIDE EACH SEPARATE SLEEPING AREA N THE IM 13DIATE VICNTY OF THE PER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MANTAN SMOKE ALARMS EXTG.WALLS TO REMAIN S. OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION 83142.1 NEW coNSTRucTIOPL SMOKE AM MO SHALL,WHI BE iLTMATI IN DWELLING UMTS CN EACH A 831422 At.Tf�iATIOP1^a,REPAIRS AD ADOfTI0N5.vuFERE ALTERATIONS,REPAIRS OR ADDITIONS 3. ON EACH ADDITIONAL STORY OF THE DW,a.LNc1,NCI.IANG eASEtreJrs APD LEVEL BELOW BOTTOM OF FOOTINGS. C.C. MIN. 6' CLEAR FROM BOTTOM ® CARBON MONOXIDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE AIV THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVCE, FlEOURNG A PERMIT OCCUR,OR WHERE CPE OR MORE SLEEPN3 ROOMS ARE ADDED OR CHEATED N HABITABLE ATTICS AND NOT NCIIANG CRAWL SPACES AND UNINHABITABLE TO NOTIFY ARCHITECT F FELD CONDITIONS OF NEW SIDING TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERN. DUSTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALT.BE EOl1PPNE WITH SMOKE ALARMS ATTICS.N DWELLINGS OR DWELLING UMTS WITH SPLIT LEVELS APD wfn•ouT ARE NOT CONSISTANT THROUGHOUT BEARING WALL T' LOCATED AS REQUIRED FOR NEW DWE LLfM AN NTBiVE NG DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM ENTRE SITE(PLANS ASSUME A BEARING 75 CFM FAN EXCEPTIM WHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE INSTALLED�D T �OW L SI6 LE FOR N ONE FILL T OOWfft CONT � BRACED WALL FRAME/SHEAR r 1 WORK INVOLVING THE EXTERIOR SIAiFACES of DYVBINGS,SUCH AS THE REPLACEMENT OF LEVEL FRONDED THAT THE LOWER LEVEL E LESS THAN OPE FlA1 STORY CAPACITY OF ONE TON PER SQ. FT.) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXIDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH RooFING oR soNq TIE ADDITION OR REPLACBMBNT OF WINDOWS OR DOORS.OFl THE ADDITION BLOW TIf UPPER LEVE_SM01(E ALARMS SHALL BE INSTALLED Nor LESS EXISTING FIRST FLOOR WINDOW El POST TERMINATION OUTLINED N TABLE 6020.4 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE of A PORCH OR DECN<.ARE i]EuFT FROM THE REOU�vENrS OF THIS SECTIOPL THAN 3 FEE cels Miro HORIZONTALLY FROM TIE DOOR OR OPENING CFA HEADER SIZFS. MIN SELF TO BE HOLD DOWN SEE SHIT N-01 REDUCED BY BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR 2 INSTALLATION,ALTERATION OR REPAIRS OF PLl1MBM OR MECHANICAL SYSTEMS ARE DE PT BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WMLD FROM TIE FEOIlREMENTS OF THIS SECTION. PREVENT PLACEMENT OF A SMOKE ALARM REOUREID BY SECTION 8314.3. (2)2x6 URO. NEW P.C.FPD. WALL NOTES ALL OPERABLE WINDOWS WITH THE SILL WITHIN 24' 75.5' OF THE FINISHED FLOOR AND GREATER THAN 72' N FROM THE FINISHED GRADE OR OTHER SURFACE 32.1 LINEAR FEET SHEAR WALL REQUIRED BELOW ON THE EXTERIOR OF THE BUILDING SHALL BE 41.3 LINEAR FEET SHEER WALL N O Symbol Note PROVIDED WITH AN OPENING CONTROL DEVICE THAT N COWLES WITH SECTIO. 831222 AND ASTM F2090 CS WITH HOLD DOWNS PROVIDED N > �AQ� AS PER NYS RESIDENTIAL CODE 84084 SAW-CUT S RE3.38.66.96.7235.0' 8.5' N Z Q HAND RAL &STEPS TO NYS CODE R3117. SH.W. SH.W. SH.W. SH.W. SH.W. SH.W. SH.W. • • MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER CS-PF. CS-PF. CS-PF. CS-PF. CS-PF. CS-PF. CS-PF. a THE MNMUM HEADROOM N ALL PARTS OF THE STAIRWAY > c K- > p p SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED Q3 VERTICALLY FROM THE SLOPED PLANE ADJOINING THE 75•-F E TREAD NOSING OR FROM THE FLOOR SURFACE OF LANOPK' 1 2 NOTE: m OR PLATFORM AS PER NYS CODE R31.72 SHEAR WALL DESIGN AS PER WOOD if R=11WhEIE REQUIRED.GUARDS$HAL BE LOCATED ALONG A07 A07 FRAMED CONSTRUCTION MANUAL 2015 m OPEN-WED WALL"SURFACES MILIDNG STAIRS.RAWS AND 10'-4' 18'-1T 43'-10' 2'-0' EDITION. 3.4.42 EXTERIOR SHEAR o- LAPDtM THAT ARE LOCATED MOFiE THAN 30 INCHES(M Moo m MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY PONT WALLS AND TABLE 3.17A w WfTFN 36 INCHES(814 MMD HORIZONTALLY TO THE EDGE OF THE OPEN 10'-8' 13'-0' 20'-2' ~O SDE INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. Z CC Q � HOUR RATED SELF CLOSNCi DOOR WINDOW WELL WINDOW WELL Q N 06 10.5 SF. SEE tr 10.5 S.F. SEE > THE MECHANICAL ROOM SHALL BE SEPARATED FROM THE RESIDENCE 1 SECTION PAGE "' SECTION PAGE NEW HOLDOWN CONNECTION co W_ Q &ITS ATTIC AREA WiTH A 3/4 HR FIRE-RESISTANT ASSEMBLY. A08 A-01 A-01 'SON' HDU5. (TYP) 0 v 6 PROVIDE 5/8'TYPE 9C FRE RATS) GYPSUM BOARD ON WALLS, N CEILING ON MECHANICAL ROOM SDE NEW SHEARWALL SEGMENTS 18'-1T 43'-0' THE EXISTING MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED REQUERED.(TYPJ SEE SHEET N-01 FOR 3'-T 12'-4' 3'-6' 6'-4' 1'-5' 15'-8' • 10'-T HOLDOWN DETAILS Q7 BY THE NEW ADDITION& ALL NEW HEATING SHALL BE INSTALLED N (AREA SHOWN HATCHED THUS, TYP) ACCORDANCE WiTH CHAPTERS 12-24 OF THE RESDBJTiAL CODE GRESS 02 GRESS 4x4 POST TO REST WINDOW F N�()W ON FOUND. WALL d PPATCH AND R PAMASONRY NNCGC��Y IN rfs ENTIRETY. _ OO WELL ® O WELL BELOW (TYP) DIRECT VENTED INSULATE)METAL FLUE TO BE VENTED AS - - -- - _ G Q9 PER MANLFAGRFE RS SPECFlCATK)NS,PROVIDE FIRESTOPPNG LL O O (ti2XW HEADER p (2) 1 ' x 9 " LVL F USH BEAM ,� 0 AS PER CURRENT N.Y.S.RESD6JfIAL CODE N a iv DW I O o 4x4 POST TO REST ON FOUND. �X cs H Trw�ANY a nOONG WITHIN io U - 12- I- FEET `� FFIEPLACE BY 'HEAT & GLO' Q DaENDM = U S WALL BELOW (TYP) 0- . DIRECT VENT GAS O C o O 35 N o ,@ zo w U ® �,io MODEL 06000CL I a r = [V 10 FEET OHIE M1MD.Bur-HALL BE NOT LESS THAN 3 FEET H HE ABOVE � 2 �x LLFN KITCHEN DESIGN TO a®. � 1 '�' x 11 �' L FLUSH BEAM o ® - o ® COORDINATE ALL THE HKII EST PONT Wh$tE THE aiArEv PASSES THROUGH THE ROOF. CLOTHS DRYER TO BE VENTED DIRECTLY TO EXTERIOR PROVIDE `Q iv UP Q 0 DIMENSIONS WITH DN 0�,, APPROVED AND ao cO 0 0 BACKDRAFT DAMPER (AS PER N.Y.S.CODE M1502) v 1R EL +20.5 3 O Ir '�M N (2J 1 �' x 11 �' LVL FLUSH BEAM �a MANIUFACTURERS SPECS4'-4' S'-T LL? MATED BY OWNER N m x m o a. Q PROVIDE PLUMBING TRAY AND FLOOR DRAIN BELOW WASHER , 2868 4 aED - - _ Q � P2XSP®S16'OCJ 9 0z w w Q ICE BARRER AS PER CODE 8905.12 _ 0 1 ' x 11 �' 01 1 t x 11 �' PROVIDE R-15 BATT C0 F- (n LL_H Iz- ALL VALLEYS,CHIMNEYS, SKYLIGHTS EAVES AND RAKES TO RECEIVE a� d cel 0 HEADER RANGE (ti 1 t x11 k LVL FLUSH M LVL FL BEAM FAMILY RIM. LVL FL BEAM INSULATION V THIN THE Q w M �Er 00 z OU 0 c�i = un �'B o Q2 FRAMING OF THE FIREPLACE o- Q w z O U) z Elf STORMK>1JARD'LEAK BARRIER!BY'GAF'OR APPROVED EQUAL CO U woo LANDING V)x a I laTCHEN 9' ' BOX AT EXTERIOR WALLS. SEE v w } Q U 0z 1- O 15 PROVIDE EXTEI310R LIGHTING AS PER CODE 8303 - - - - - - - 0-�' 4x4 POST TO Q3 T-01, 9" CELINIG IOD U) SHEET N-02 FOR AIR SEALING u- h > U Z / v® REST ON 4 P o v UW) OLuz (nCCOO � W = � H- mow > O / FOUND. WALL N 0 INFORMATION H w w � O w U w P Q / BELOW (TYP) o o �� 9CO o QZ < L 0 � D � wZ SECTION AJ301 - REPAIRS 1 / (3) 1 ' x 18' LVL BOTTOM FLUSH BEAM a- ® � 20 L� z 0 H- w o w O W 3'-4' 3'-4' _ 2-0' 4' 3'-6 ao� -' r -� � § W F- 0 z 0 -� (n H H U = AJ3011 Materials. Except as otherwise required heron - - - - ti ti 9W I ''"00 ® r -� (MSI = � w Q O O work shall be done using Ike materials or materials pemitted (n r LU � *- cA Q > Q (n (n by this code for new construction I NOTE: / w 5-' cin � x '� x ''°° r,v U � a_ LL 0 Z � z I- H- CC w x H- w ZO YOYQ U) THE GARAGE SHALL S. SEPARATED w dl� w tr - IOC > AJ301t1 Hazardous materials. Hazardous materials no I PITCH SLAB 02X6 HEADER ,:,� ��`� ,:,,, as,: �"� x `(' w w � Y = O z O FROM THE RESIDENCE ITS ATTIC U �- U (n w w w = longer permitted such as asbestos and lead-based paint, AREAS WITH A 3/4 H MIN.V PER FOOT (HGHD REF o ci T-6' 4'-3' 9' w � > U) U shall not be used x x *- p o O w z AJ30112 Phxnbng materials and supplies. The following Q 1 FIRE-RESISTANT A Y. PROVIDE -8' z cr a r di.r v W z (� O plumbing materials and supplies shall not be used: LU m / 5/8' TYPE 'X' FIRE RA GYPSUM m r 0 ,- i Ai-purpose solvent cement, unless fisted for the p o I BOARD ON WALLS, NG ON 4x4 POST oCD Lip _ 00 v I H- Q O a o_ U o� 0 J W 00 I w GARAGE SDE & V2' CK, TYPE 'X', FROM (uj n x (2) 1 x 11 c'B 7X7 PSL POST W J W Specific application. o >3' TO REST ON O O o Q 7 CL (?J2X1 DER J Q ko ABOVE o N D SD CM N W 2 Flexible traps and tailpieces, unless listed for the Wo GYPSUM BOARD NST ON 0�Uo R ��, LVL FL BEAM W Q � I *� STEEL COLUMN � _ T-4 4'-�� z-T 4'-T � T-3�' � � specific application x OPPOSITE SDE OF WALL ' O 3. Solder having more than 02 percent lead n the kQ I°'�`\\ ' FE w 2 o EL +39.0 FIN 1ST FLRm BELOW 1� 1� co m 5/4 X 6 P.T. Q W repak of potable water systems. Q W D- I T 3 ?p `I� '� ® o Uo co a \ (2)2X6 HEA (?� 1 x11 LVL (3) 1 x11 LVL FLUSH BEAM (2l 1 �' x 11 LVL FLUSH BEAM = AJ301.2 Water closets. Where any water closet Is replaced = I .. _ �. _ _ �. _ _ _ T N z with a newly manufactured water closet, the replacement W 1 \\ u�� 4X4 POST TO (3l 1 ' x11 �' LVL FLUSH BEAM c� W t- water closet shall comply with the requirements of Section W W O '" ,� 1 \ 815 BATT INSULA g � v W o P29032 = W _ -2 PANTRY REST ON STEEL ® >, N s'- W AJ301.3 ElectricaL Repair or replacement of existing electrical (� co LL p I \ o 0 (n o 0 COLUMN BELOW � 4X4 POST TO REST ON STEEL � � Lu W p wiring and equipment undergoing repair with Ike material w Q O I \\ THREE CAR 'S CD N o m COLUMN BELOW x W Q 0 shall be pemvtted W = -� C° 2470 A'* io LL W = Exceptions: LL LL Z 2 I FIN GARAGE \\ GARAGE ® CC)~ �„ OPEN TG o FAN r 0 ¢ J H- 1 Replacement of electrical receptacles shall c(xTiply �' I _ CL ABOVE Q ti EL +202 \ 9'-10' CEILING �` CC ti w w t%� R o W o � a with the requirements of Chapters 34 through 43• z o - - - - - - - - X ;_LU Cl- 2470 Cl) z co (/) 2. Plug fuses of the Edson-base type shall be used for in _ LL cin m wINC, -� replacements only where there is not evidence of -� U N a 4x4 POST TO REST ON PROVIDE HEAT DETECTOR `'�' o p DElO[!NG uwi `''°° FIN 1ST FLR (MASTER CO `y co U N = r g CEI_NG o v EL +222 o U rn overfusng or tampering in accordance with the a cin U FOUND. WALL BELOW(TYP) AS PER R31423 ,io �0 x I BEDROOM O T-6' - 4 N 0 applicable requirements of Chapters 34 through 43. - - - - - - - - o ' 3. For replacement of nongramdng-type receptacles I �� FN G GE c��,� ® '�� .® - I lo- 9' GEEING �® 0 with grounding-type receptacles and for branch circuits EL +37 ~ c `�` M m I that do not have an equipment grounding conductor _ - _ _ n the branch circuitry, the grounding 1 (3) 1 ' x 18' LVL BOTTOM FLUSH BEAM BATH 1 2X10 FEAR ¢ rn conductor of a grounding-type receptacle outlet shag 1 / 9' CEILING `c T T be permitted to be grounded to any accessible pont X68 X68 on the grounding electrode system, or to any accessible $ ( N pont on the grounding electrode conductor. as (D Co � 100 FAN _ 1'� fcnP'x v (Q '"`�' S'-0' S'-0' 4X4 POST TO REST Ar P ATTR PATHWAY FOR 0 N o k,, ON BEAM BELOW allowed and described n Chapters 34 through .43. _ ,PROPOSED M x SOLAR ELECTRIC mcla81 0-�cQ 4x4 POST TOcr) INSTALL 2' DIA VERTICAL m v REST ON (2l 1 ' x 9 LVL FLUSH BEAM 0 1 �' x T1 � LVL FLUSH BEAM ci Co' C.J. 2 ® Eq � � SCHEDULE 80 PVC CONDUIT FOUND. WALL _ o in rL 16'k � SECTION 8310 I ROUGH ALL WALLS TO BELOW (TYP) O ''� - W.I. o® to U EMERGENCY ESCAPE AND RESCUE OPENINGS1. ATTIC. WITH TEMPORARY d 00 a CLOSET a 8310.1 Emergency escape and rescue opening required - - - - - - - - PLUGS OR CAPS AT EACH 6'-T 6'-T 0 o N O 2070 9" CEILING CE N Basements,habitable attics and every sleeping room anal ELEC PANEL TERMINUS IE38OZ321 i0 have not less than one operable emergency escape told rescue c-'i = � T-4' 12'-2' opening. Where basements contain one or more sleeping U) U (?)2X10 HEADER 01 V9 t LVL HEADER 0 ® a v ® g rooms,an emergency escape and rescue opening sinal be -___ required h each sleeping room.Emergency escape and rescue openings shat open directly into a pubic way,or to a 0 ---(?>2 m v U O O x COVERED (?)2X10 HEADER yard or court that opens to a public way. N FLUSH GIRDER o 50 Exception:Storm shelters and basements used only to PROVIDE REVERSED SPACE N 5/4 X 6' P.T. PORCH O house mechanical equipment not exceeding a total flax AJ6018.1 Fre and Life Safety Protection- When Interior alterations SERVICE PANEL FOR FUTURE SOLAR -'*+ DECKING area of 200 square feet(18.58 rrO. occur,or when one or more sleeping rooms are added or created in 't. m ELECTRIC INSTALLATION (T103.9] N ExceptarcWhere the dwelling o townhouse is equlppecl with an existing dweings,the ixlvkiuel dwelling unit shat be provided with � `(' automatic sprinkler system Installed h accordance with Section P2904, smoke alarms boated as required for new dwellings;the smoke 14'-9 6'-0' _ C sleeping rooms h basements shall not be required to have emergencyalarms shall be Interconnected In accordance with Section R314.4. ,.,/ H r- escape and rescue openings provided that the basement has one of Exception:h other than bed and breakfast dwellings,smoke alarm h the following: existing areas shall not be required to be interconnected and hard (2)2X10 HEADER _ l u l _ (2)2X10 HEADER _ � _ (2)2X10 HEADER _ (2)2X10 HEADER (2)2X10 HEADER _ rT� c 21 One means of egress complying with Section R311 and wired where Interior wall or ding finishes are not removed to � I-+-I 0 0 one emergency escape and rescue opening. expose the structure. Q r o 22 Two means of egress complying with Section R3n AJ6018.11 Power Source-Smoke alarm shall be pemnitted to be Q2 ^^ � 8310.11 Operational constraints and opening control battery operated when installed h buiclings without commercial power H devices.Emergency escape and rescue openings shall be or an on-site electrical power system,or h where existing operational from the inside of the room without the use of Interior wall or ceiling finishes are riot removed to expose the 5'-TY 10'-0' 5'-TPNNW 4 O �j keys,tools or special knowledge.Window opening control structure. �-1 F �, � devices complying with ASTM F 2090 shall be peri tted AJ6018.12 interconnection-Smoke alarms shall not be required to for use on windows serving as a required emergency be interconnected where battery operated alarms are permitteditted escape and rescue opening. 2T-10' 9' T- 1T_1T 11'-T 12'-10 1z-10 9' W (4 8310 Emergency escape and rescue openings.Emert)ency � escape and rescue openings shall have minimum dimensions as specified h this section R3102-1 Minimum opening area Emergency and R905.12 Ice barriers.h areas where there has been a history escape rescue openings shall have a net dear opening of of ice fomhing along the eaves causing a backup of riot less than 5.7 square feet(0.530 m21.The net dear water as designated In Table R301.2(U, an be barrier shalt c, opening dmensions required by this section shall be be installed for asphalt shingles,metal roof shingles.rtmtmeral- obtained by the normal operation of the emergency escape surfaced rd roofing,slate and slate-type shingles, 22'-8' T-4' 13'-0' 10'-0' 22'-0' and rescue opening from the inside. The net dear heklht wood shingles and wood shakes The ice barrier shall consist opening shall be not less than 24 inches (610 mm)aril the of not fewer than two layers of underlayment cemented net dear width shall be not less than 20 Inches(508 iaW. together, or a self-adhering polymer-mocified biiurmen 75'-0' Exception:Grade floor or below grade openings shall sheet shall be used'n place of normal undertayment and have a net dear opening of not less than 5 square feet extend from the lowest edges of al roof surfaces to a point (0.465 m21. not less than 24 inches (610 miW inside the exterior wall 4.8' 7.0' 14.2' 4.2' 4.8' 10.4' R31022 Window sir height. Where a window Is provided line of the building On roofs with dope equal to or greater ,as the emergency escape and rescue opening,it shall than 8 units vertical in 12 arts horizontal, the ice barrier SH.W. SH.W. SH.W. SH.W. SH.W. SH.W. have a sir height of riot more than 44 inches (TW mrJ anal also be applied not less than 36 Inched (914 mn)measured above the floor;where the sir height is below grade,it along the roof slope from the save edge of the buidng CS-PF. CS-PF. CS-PF. CS-PF. CS-PF. CS-PF. shat be provided with a window well h accordance with Exception:Detached accessory structures not containing 75.0 Section R31023. I conditioned floor area 32.1 LINEAR FEET SHEAR WALL REQUIRED I 45.4 LINEAR FEET SHEER WALL F CS WITH HOLD DOWNS PROVIDED FIRST FLOOR PLAN A-02 SCALE 1/4*-T-O' DVY] 915.3 DETECTION LOCATIONS SEcnON R3% ALARM R314.1 GENERAL SMOKE ALARMS SHALL COMPLY WITH WPA 72 AND SECTION 8314. R314.3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED N THE FOLLOWING NOTESYMBOL LEGEND NOTE' CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS 8314.11 LISTNGS SMOKE ALARMS SHALL BE LWED N ACCORDANCE WiTH I.L.217.CMMTION SMOKE LOCATIONS; ARCHITECT FELD VERIFIED CONDITION OF CONTRACTOR TO RE-GRADE EXTG.WALLS TO BE REMOVED REQUIRED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED N LOCATIONS ANO CARBON MONOXIDE ALARMS SHALL BE LISTED N ACOORDANM WiTH UL 217 AND U.2034. t N EACH SLEEPNG ROOM. SOIL FOR BEARING CAPACITY OF ONE TON EXISTING EARTH. PITCH AWAY O SINGLE & MULTIPLE STATION ------THAT AVOD DEAD AIR SPACES. TURBULENT AIR SPACES. FRESH AIR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH R3U2 V*lERE RE01.118D SMOKE ALARMS SHALL BE PROVIDED N ACCORDANCE WITH THIS SEcnon 2 OUTSIDE EACH SEPARATE SLEEPING AREA N THE MATE VICINITY OF THE PER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS EXTG.WALLS TO REMAIN OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION 8392-1 NEW CDNSTRUcnc I SWKE ALARM SHALL BE PROVIDED N DWELLING LNTS. BEDROOMS RM22 ALTERATIONS,REPAIRS AND ADDITUa VMI BRE ALTERATIONS,REPAIRS OR ADDITIONS 3. ON EACH ADDITIONAL STORY OF THE DWELLNQ INCLUDING 13ASE M EM AND LEVEL BELOW BOTTOM � FOOTINGS. G C. Mgy 6' CLEAR FROM BOTTOM O CARBON MONOXIDE DETECTOR NEW CONSTRUCTION �l REQUIREMENTS SPECIFIED BY THIS CODE AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE, REpu�G A PERIMIT OCCUR,OR WH EM ONE OR MORE SLl�1G ROOMS ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT NCUUM CRAWL SPACES AND UNINHABITABLE TO NOTIFY ARCHITECT IF FELD CONDITIONS OF NEW SIDING TO GRADE CM SMOKE DETECTOR s THE MORE RESTRICTIVE SHALL GOVERN. EXISTNG DWELLINGS,THE I DIVDUAI.DWa.LNG UNiT SHALL BE EQUIPPED WITH H SMOKE ALARMS ATTICS N DWELLINGS OR DWEIM LINTS Willi SPLIT LEVELS ANO WITHOUT ARE NOT CONSISTANT THROUGHOUT BEARING WALL T� LOCATED AS REOURED FOR NEW DWELLINGS. AN NTERVE N3 DOOR BETWEEN THE ADJACENT LEVELS.A SMOKE ALARM ENTIRE SITE(PLANS ASSUME A BEARING 75 CFM FAN EXCEPTION: WHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE EXC Wo LEVELLED ID THE THAT LO SHALL SIIS LE FOR THE ADJACENT LOWER NOTE: BRACED WALL FRAME/SHEAR t WORK NVOWNG THE EXTBRIOIR SURFACES OF DVu911JGS,St1CH AS THE REDLACBvENIT OF LEVEL FRONDED THAT THE LOWER LEVEL R.FSS THAN ONE FULL STORY CAPACITY OF ONE TON PER SQ. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXIDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH ROOFING OR SDNQ THE AMMON OR RE LAca�rr OF WINDOWS OR DOORS,OR THE AMMM BELOW THE LPPER Lure_SMaKE ALARMS SHALL BE INSTALLED NOT LESS EXISTING FIRST FLOOR WINDOW ® POST TERMINATION OUTLINED N TABLE 60HOD 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK ARE DOMFT FROM THE REQURaENTS OF THIS SECTION. THAN 3 FST(814 LU HIORIMNTALLY FROM THE DOOR OR OPENING OF A HEADER SIZES. MI. SIZE TO BE HOLD DOWN SEE SHIT N-01 2 NSTALLATiOry ALTERATION OR REPAIRS OF PLLMNG OR M£CHAHCAL SYSTEM ARE EXEMPT BATHROOM THAT CONTAINS A BATHTUB OR SHOMR UNLESS THIS WOULD � NEW PCL HND. WALL T- REDUCED BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR FROM THE REQUIREMENTS OF THIS SECTHDN. PREVENT PLACBAENT OF A SMOKE ALARM REOL�IED BY SECTiON R314.3. (?)2x6 U.N.O. ors NOTES Q C9 Symbol Note N PROVIDE MJ.'Wx24'ACCESS AS PER NYS RESIDENTIAL CODE R4084 0 > SAW-CUT AS REQUIRED 52.7' cm o Q HAW RAL & STEPS TO NYS CODE R31t7• 11.1 LINEAR FEET SHEAR WALL REQUIRED • • MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNHI THE WAN HEADROOM N ALL PARTS OF THE STAIRWAY 35.6 LINEAR FEET SHEER WALL ' o SHALL NOT BE LESS THAN 6 FEET 8 NCHES MEASURED CS WITH HOLD DOWNS PROVIDED 121 VERTICALLY FROM THE SLOPI3)PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF LANDING 1.9' 2.9' 9.7' 8.2' 12.9' NOTE OR PLATFORM AS PER NYS CODE R3tt72 'SH.W. SH.W. SH.W. SH.W. SH.W. ' SHEAR WALL DESIGN AS PER WOOD :t- EL 831211 WHERE REQUIRED.GUARDS!WU BE LOCATED ALONG OPEN-SIDED wALKNG SURFACES,INCLUDING STARS,SAWS AM �CS-PF, CS-PF. CS-PF. CS-PF. CS-PF. FRAMED CONSTRUCTION MANUAL 2015 � Q LANDINGS,THAT ARE LOCATED MORE THAN 30 NCI-IES 062 Mtv9 �� EDITION. 3.4.42 EXTERIOR SITAR a MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY PONT WALLS AND TABLE 3.T7A O vii WITFN 36 INCHES CM MMI HOR�rrALLY To THE EDGE OF THE OFEN 1 2 F- w do SDE INSECT SCREENING SHALL NOTBE OOIJSDffiED AS A GUARD. 73'-6' A07 A07 o N � Q HOUR RATED SELF CLOSN3 DOOR - > THE MECHANICAL ROOM SHABE SEPARATED FROM THE RESIDENCE N � M Q &ITS ATTIC AREA WITH A 3/4 HR FRE-RESISTANT ASSEMBLY. 22'-3' '9-2' 12'-10' 3'-0' T-7 ' 3'_5• 6-2� PROVIDE 5/8'TYPE'X FRE RATED GYPSUM BOARD ON WALLS, NEW HOLDOWN CONNECTION C) N CELNG ON MECHANICAL ROOM SDE 'SIMPSON' HDU5. (TYP) T THE EASTNG MECHANICAL SYSTEM SHALL NOT BE OVERBURDEN Q7 BY THE NEW ADDITION& ALL NEW HEATING SHALL BE INSTALLED IN 1W SHEARWALL SEGMENTS \ r d o ACCORDANCE WiTH CHAPTERS 12-24 OF THE RESIDENTIAL CODE A08 �•-0' REQUERED.(TYP) SEE SHEET N-01 FOR 8 REMOVE E ASTNG MASONRY(11VINEY N ITS ENTIRETY. ------ 61 6' • HOLDOWN DETAILS PATCH AND REPAIR AS NECCESSARY. r----------------------------- ---__ _________----__ _________________________----__ __------ -----------__ (AREA SHOWN HATCHED THUS. TYP) {� T 3'-0' 3'-O' I DIRECT VENTED INSULATED METAL FLUE TO BE VENTED AS I 6'- I Q9 PER MANUFACTURERS SPECf1CATiO .PROVIDE FRESTOPPIJG AS PER CURRENT N.Y.S. RESIDENTIAL CODE i O 3!-4 t 3'-4t i Q ¢ j 81003.9 TERMNATDN.CHMNEYS SHALL EXTEND NOT LESS THAN 2 r---------------------------------------------- --i I C LL I FEET(610 KM HIGHER THAN ANY PORTION OF A BULDNG WITHIN ID ; T-0 ' 5'-01 4'-1* I - 0 y o O Q FEET GM MM),BUT SHALL BE NOT LESS THAN 3 FEET WU MMI ABOVE I 0 (2)2X10 HEADER THE HIGHEST FONT WI-ERE THE CFM,EY PASSES THROUGH THE ROOF. I 3'-6t 3-6t 2'-6• 6 2'-6' CLOTHS DRYER TO BE VENTED DIRECTLY TO D(TERIOR. PROVIDE N ��S�s F19 �,�P fop BACKDRAFT DAMPER (AS PER N,Y.S.CODE M1502) I ' ® (?2X10 HEADER J I PROPOSED C.J. , ; Q PROVIDE PLUIMBNG TRAY AN)FLOOR DRAIN BELOW WASHER I O OK 2X8 0 16'O.C. � _ (0 (2J1 tX 9 t LVL BOTTOM FLUSH BEAM (2) 2X8 FLUSH BEAM I U 0 H _ , w w Q ICE BARRIER AS PER CODE 8905.12 i -----J - - - i U)t- ( J Qwm O O Q ALL VALLEYS.CHIMNEYS, SKYLIGHTS,EAVES AND RAKES TO RECEIVE i Q (2)2X10 HEADER W.'. //�� J 0 tL Q � •STORMGUARD'LEAK BARRE3 BY'GAF'OR APPROVED EQUAL I Q O BEDROOM ��LS�J cl `.� w p W Z O U) - Z'L O 3 LANDING ;t 5 0' LOSET 8' GEEING o 100 `'� o w > H- Q C)O w 0 O Q PROVIDE EXTERIOR LIGHTING AS PER CODE 8303 I o 8' CEILING - > o A Tin W O W H- D 0 >- 0 Z �r a I ® �, �5 MASTER = � H- � w > o � � � w V I ��- 4'-6' 3'-4' &-4' .x� BATHN 3'-0 ' i---- b, Q o Z m o M Z Z w Z cr SECTION AJ301 - REPAIRS do 1-0' 3'-0' T- (j v I bo = Cw7 H w F5 w 0 w oro FAN O Q H- � Z � -J(AHEDI- V 2 AJ3011 Materials. Except as otherwise required herein, O Zo I w o w w Q � Q Z LL work shall be done using Eke materials or materials permitted Q �TM In T-8' 6'-0' i Lw z o? O O by this code for new construction Ln w I= w 0 O Y O Y Q U, AJ30111 Hazardous materials. Hazardous materials no GEEING O O x > b I EE M � Y U5 Lu w F= oZ > longer Permitted such as asbestos and lead-based paint, W Q � �g o CL. i•� 12 i Gl J 0 w (0 >- uj = } j } (wCUMig U > to 0- � I 0 LU rn = OZOaC LLI ZV NP$,rlo N I W Q =cc 0ZLL0 W � wOshall not be used ��uuAJ30t12 Pkrnbing materials and supplies. The folowng Z) -i w `L�` DE � O H- 5 Z O w Z O_ Z 0 phmbclg materials and supplies shag not be used Q o r -I w w 1 AI-purpose solvent cement, unless Isted for the w j •, �'O� p'l� 36' STUD WALL p11 Q a- specific application. O �' 2870 �, d j _ Cin 2 Flexible traps and tailpieces, unless fisted for the -I w a p cin x O cin Z specific application Q w BONUS Zo 8'-0' G 0 ® ZD CORRIDOR � ® 0 8' CEILING tio1 O N• � � www 3. Solder having more than 02 percent lead in the W U) Z ROOM 1� v ® co = w p repair of table water systems. 'S 0 LL- P Po ED Q H- m �, 0 2X8 FLUSH BEAM (2) 2X8 FLUSH BEAM (2)1 X 11 ' LVL BOTTOM FLUSH BEAM (?�1 X 11 ' LVL BOTTOM FLUSH BEAM � 0 AJ3012 Water closets. Where any water closet is replaced w w O , _ _ _ (?� 2X8 FLUSH BEAM_ F- � -J with a newly manufactured water closet, the replacement M Lwi ¢ PROPOSED C.J. ... 3 -----� 36' HANDRAL w W M water closet shag comply with the requirements of Section Qf -, ! 9'-2' GEEING o `;' o W1• w Z P29032 w Q O s 2X8 ® 16'O.C. SD N ►- ATTIC i I �- 8' CF1-IN('� co J AJ3013 Electrical. Repair or replacement of existing electrical LU Z = '� O N 3o'x5� (2)2X8 FLUSH BEAM CLOSET _ Q c� g wrirhg and equipment undergoing repair with lice material J hACCSS I , ® `� 8' GEEING •'+� rn a w M shag be permitted Q 0 222 _ �' cV cin U -� U a -�' I °' 2'-0' 2'-0' 2' °' C-i = ' Z cru C/) Exceptions: ZILILI N Cl) y e ug ug v v °° t Replacement of electrical receptacles shat comply _ m N y BEDROOM O with the requirements of Chapters 34 through 43. CC!J U AW8 1 19D W 9, m CO CEILING .',�+ .'�., o Z' � � � � OPEN TO � w r 2. Plug fuses of the Edson-base type shall ben used for ? �, U�? '? MASTER C? oFla replacements only where there is not evidence of c)p I0° v o aD I v o BELOW o (� "o BEDROOM ( o P O oo overfusing or tampering n accordance with the Ow P o Eli Zo U)T d>o 9 GEEING °xo °C N applicable requirements of Chapters 34 through 43. �i h o 0 o ® o 0 ( a 0 � 3. For replacement of nongro(xlcing-type receptacles _ w <I ' p m F` poo � 000 CE X 13N 00 o o�CQ with grounding-type receptacles and for brand) circuits a N M N N N (L N that do not have an equipment grounding conductor C`! a og in the branch circ ltry, the grounding � U ca^� "' a 8' CLG 8' G ® O .1 (2)2X10 HEADER conductor of a grounding-type receptacle outlet shag W.1. 2470 2 be permitted to be grounded to any accessbNs point on the grounding electrode system, w to any accessible .. CLOS O O point on the grounding electrode conductor, as H I o I allowed and described in Chapters 34 through 43. 8 CELN 1 'X9 }' LVL BOTTOM FLUSH BEAi I (2)1 'X 9 ' LVL BOTTOM FLUSH BEAM Li ';� C3 .;N PROPOSE[SZ`T- M �PRP�EdL'�- .-mol 2X8 ® 16'0. . 2X8 016'O.0---'r-' 8' GEEING i 'n (200? P�ADEB 10 4L (2)2ff HEADER Y+ SECTION 8310 ---------------------------- EMERGENCY ------------ ---------- -E MERGE NCY ESCAPE AND RESCUE OP94INM R310.1 Emergency escape and rescue opemg required Basements,habitable attics and every sleeping room shat i 6-T 6'-T 51-0' --------- ........ 3'-7t have not less than one operable emergency escape and rescue I 6'-8 I 6'-8 N7t I opening.Where basements contain one or more sleeping I 2T-10' ------- T-4' ------- 12,-2• 13'-5 ' T-3 • rooms, an emergency escape and rescue opening shall be required In each sleeping room Emergency escape and rescue - -------------------------- I openings shall open dreoty into a public way,or to a yard or court that opens to a pubic way. Exception:Storm shelters and basements used only to house mechanical equipment not exceeding a total floor AJ6018.1 Fre and Life Safety Protection -When interior alterations 5,-0• area of 200 square feet(16.58 m2). occur.or when one or more sleeping rooms are added or created In E:xoeptionWhere the dwelling or townhouse Is equipped with an existing dwellings,the individual dwelling unit shall be provided with automatic sprinkler system Installed in accordance wits Section P2904, smoke alarms located as required for new dwelings;the smoke 10'-0' sleeping rooms In basements shall not be required to have emergency alarms shall be interconnected in accordance with Section 8314.4. escape and rescue openings provided that the basernent has one of Exception:In other than bed and breakfast dwellings,smoke alarms In the foiowng: existing areas shell not be required to be interconnected and hard 2.1 One means of egress with Sectkn R311 and wied where interior wall or - ------ - ------ --------------' egr complying caging firishes are not removed to Fla 0 ® 2 Z Ln ' one emergency escape and rescue opening expose the structure. Ln 22 Two means of egress oorr ging with Section R3T. AJ60t8.11 Power Source-Smoke alarms shall be permitted to be R310.11 Operational constraints and opening control battery operated when Installed in bu idngs without commercial power ^ Q�) devices.Emergency escape and rescue openings she]be or an on-site electrical power system,or n buidngs where existing H-i operational from the inside of the room without the u3e of interior wall or caring finishes are not removed to expose the O7 keys Window tools or special knowledge. openicontrolg ocstructure. L F� 0 devices wMyiV with ASTM F 2090 shall be pemitted AJ6018.2 Interconnection-Smoke alarms shall not be required to L"� H o0 v for use on windows serving as a required emergency, be Interconnected where battery operated alarms are pemnittedltted Q v T-8 ' escape and rescue opening 14-3 ' " v 83102 Emergency escape and rescue openings.Erma gency 22'-8' T-4' 13'-0' 10'-0' a escape and rescue openings shat have mi*run drneinsions as specified In this section W R3102-1 Minimum opening area.Emergency and R905.12 Ice barriers.In areas where there has been a history 75'-0' escape rescue openings shat have a net dear opening of of Ice tamping along the eaves causing a backup of U not less than 5.7 square feet(0.530 rrO The net dear water as designated in Table R30t2(1),an Ice barrier shall 11.2' 5.6' 6.3' 6.8' 3.1' opemg dimensions required by this section shall be be installed for asphalt shingles,metal roof shingles,mineral obtained by the normal operation of the emergency escape surfaced roll roofing, slate and slate-type shingles, SH.W. SH.W. SH.W. SH.W. SH.W. and rescue opening from the inside.The net dear height wood shingles and wood shakes.The ice barrier shall consist operning shall be not less then 24 inches(610 mrm) and the of not fewer than two layers of uhderlaymeont cemented CS-PF. CS-PF, CS-PF. CS-PF. CS-PF. net dear width shall be not less than 20 Inches 6#08 rmil. together,or a self-adhering polymer-modfied bitumen 52.7' Exception:Grade floor or below grade openings shall shoot shall be used In place of normal underlayment and 11.1 LINEAR FEET SHEAR WALL REQUIRED have a net dear opening of not less than 5 square feet extend from the lowest edges of all roof surfaces to a point (0.465 ffO, not less than 24 inches(610 nail inside the exterior wag ' 33.0 LINEAR FEET SHEER WALL R31022 Window sl height Where a window Is provid3d Ine of the buildra On roofs with slope equal to dor greater 2 as the emergency escape and rescue opening,it shall than 8 Unita vertical in 12 urns horizontal,the ice barrier CS WITH HOLD DOWNS PROVIDED gj have a sl height of not more than 44 inches(1118 mail shall also be appied not less than 36 inclines (914 mrW measured above the floor:where the al height Is below grade,it along the roof slope from the save edge of the bull]ng, shall be provided with a wihdlow well In accordance with Exception:Detached accessory structures not containing Section 831023. conditioned floor area. 1 SECOND FLOOR PLAN A-03 SCALE: 1/4'-T-0' SECTION RM SMOKE ALARM [NYU 915.3 DETECTION LOCATIONS 8314c�t .1 AL.SMOKE ALARMS SHALL COMPLY WITH WPA 72 AND SECTION R3r4. 8314,3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED N THE FOLLOWNG NOTE NOTE. SYMBOL LEGEND NOS' CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS 8314.11 LISTINGS.SMOKE ALARMS SHALL BE LISTED N ACCORDANCE Wmi LL 27.COMBINATION SMOKE LOCATIONS: ARCHITECT FELD VERIFIED CONDITION OF CONTRACTOR TO RE-GRADE E XTG WALLS TO BE REMOVED REQUIRED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED N LOCATIONS AND CARBON MONOXIDE HARMS SHALL BE LISTED N ACCORDANCE WITH lE 217 AND LL 2034. 1 N EACH SLEEPING ROOM SOL FOR BEARING CAPACITY OF ONE TON DOSTNG EARTH. PiTCH AWAY O SINGLE & MULTIPLE STATION ------THAT AVOID DEAD AIR SPACES, TURBULENT AR SPACES, FRESH AIR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH 83142 WHERE REQUIRED.SMOKE ALARMS SHALL BE PROVIDED N ACCORDANCE WITH THIS SECTION. 2 OUTSDE EACH SEPARATE SLEEPING AREA N THE Mu®IATE VICINTY OF THEESQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS E XTG.WALLS TO RBMMN MS RM21 NEW CONSTRUCTION.SMOKE ALARSHALL BE PROVIDED N DWEU.NG UN TS. BEDROOMS OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION 831422 ALTERATIONS,REPAIRS AND ADDffUe WHERE ALTERATIONS,REARS OR ADDITIONS & ON EACH ADDITIONAL STORY OF THE Dwe.LNG,INCLUDING BASBAENTS AND LEVET BELOW BOTTOM OF FOOTINGS. G.C. MIN. 6' CLEAR FROM BOTTOM CARBON MONOXIDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DE=VICE, RE()UIRNG A PERMIT OCCUR,I, AMS ,OR WHERE ONE OR MORE SLG ROOM ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT NCLIDNG CRAW � L SPACES AND( IABiTABLE TO NOTIFY ARCHITECT F FIELD CONDITIONS OF NEW SIDING TO GRADE ® SMOKE DETECTOR �- THE MORE RESTRICTIVE SHALL GOVERN. B(ISTNG DWEU.N S,THE INDIVIDUAL DwaLNG(err SHALL BE EQUIPPED WiTH SMOKE ALARM ATTICS.N OVRI.LNGS OR DWELLING UMTS WiTH SPLiT LEVELS AND WriOUT ARE NOT CONSISTANT THROUGHOUT BEARING WALL LOCATED AS REQUIRED FOR NEW DWEI LNM AN NTERVENNG DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM EXCEPTIOM WHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE EXCEPTION& INSTALLED ON THE LPPErR LEVEL SHALL SLFFICE FOR THE ADJACENT LOWER ENTRE SITE(PLANS ASSUME A BEARING NOTE: � 75 CFM FAN I BRACED WALL FRAME/SHEAR 1 WORK NvavNG THE EXTERIOR SURFACES OF DWELLINGS.SUCH AS THE WCACEMENT OF LEVEL PROVIDED THAT THE LOWER LEVEL B LESS THAN ONE FULL STORY CAPACITY OF ONE TON PER 80. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONO)UE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH ROOFING OR SIDING,THE ADDITION OR REPLACEMENT OF WIDOWS OR DOORS,OR THE ADDITION BELOW THE LIPPER LEVEL.SMOKE ALARMS SHALL BE INSTALLED NOT LESS EASTNG FIRST FLOOR WINDOW ® POST TERMINATION OUTLINED N TABLE 602.10.4 915.3.3 OR OTHERWSE PROVIDES THE ROONI OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE 2 rOF AA ORCH OR DECK ARE EXEMPT FROM OR REPAIR OF PE REOUI OR MECHANICALTHISSECTM THAN SYSIFMS ARE EXEMPT BATHROOFEET M THAT OMOMT HORIZONTALLY F O�Fl E DOOR MESS OPENN OF A HEADER SIZES. MIN. SIZE TO BE ® HOLD DOWN SEE SHT N-01 T- REDUCED BY THE ELIMINATION OF AN OTI EIRWISE REQUIRED DETECTOR. NEW P.C.FTD.WALL FRO(THE REQUrlaerTs OF THISSECTION. PREVENT PLACEMENT i� eTr of A sMALARM REQUBY SECTION R314s (2)2x6 UN.O. - - - NOTES J m O Symbol Note CDN > � PROVIDE MNL 18'x24' ACCESS AS PER NYS RESDENTIAL CODE R4084 o O SAW-CUT AS REQUIRED N Z Q HAND RAL & STEPS TO NYS) CODE R3117. # MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER THE MNMUM HEADROOM N.ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 ND-ES MEASURED Q3 VERTICALLY FROM THC SLOPED PLANE ADJONVG THE TREAD NOSING OR FROM TFE FLOOR SURFACE OF LANDING E OR PLATFORM AS PER NYS CODE R31172 831211 WIEFIE REQUIRED.GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES.INCLUDING STAIRS,RAMPS AND m LANDINGS,THAT ARE LOCATED MORE THAN 30 NCFIES 7762 MVD d ® MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY PONT p WITHIN 36 INCIE3(914 MM)HORQONTALLY TO THE EDGE OF TIE OPEN 1 vi SDE INSECT SCREENING SHAH NOT BE CONSIDERED AS A GUARD. 0 m Q 5 HOUR RATED SELF CLOStVG DOOR D - 6 THE MECHANICAL ROOM SWUl BE SEPARATED FROM THE RESIDENCE m &ITS ATTIC AREA WITH A 3/4 HR FRE-RESISTANT ASSEMBLY. 00 o PROVIDE 5/8'TYPE'X' FRE RATED GYPSUM BOARD ON WALLS, N CEILING ON MECHANICAL ROOM SDE THE EXISTING MEC:FWNCAL SYSTEM SHALL NOT BE OVERBURDENED r 70 BY THE NEW ADDITION& ALL NEW HEATNG SHALL BE INSTALLED N ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE 1 ® REMOVE EXISTNG MASONRY CHIMNEY N ITS ENTIRETY. PATCH AND REPAIR AS NECCESSARY. Q E DIRECT VENTED INSULATED METAL FLUE TO BE VENTED AS q Q9 PER MANUFACTURERS SPECIFICATIONS. PROVIDE FRESTOPPNG CcO cr U : AS PER CURRENT N.Y.S.RESCENfIAL CODE Q W cD cin �� Or ,cc co 7- M=9 FIW03.9 TERMNATIOR CHIMNEYS SHALL EXTEND NOT LESS THAN 2 FEET(610 MM)HO-ER THAN ANY PORTION OF A BUILDING WITHIN 10 a �� - - - - - - - - - - - - - - - - a ® y O O O 00 FEET(3048 MW,BUT SHALL BE NOT LESS THAN 3 FEET(914 MMI ABOVE ® o X Q Q O 00 ME HIGHEST POW_ ROOF.THE CMsIEY PASSES TWO"TIE ¢N 14 PROPOSED R.R. PROPOSED R.R. 14 CLOTHS DRYER TO BE VENTED DIRECTLY TO EXTERIOR. PROVIDE o I I T2X10 ® 16'O.C. 2X10 ® 16'O.C. - - - Q BACKDRAFT DAMPER (AS PER N.Y.S.CODE M1502) I PR OP 8 O.C. I m �C d - Q PROVIDE PLUMBING TRAY AND FLOOR DRAIN BELOW WASHER I L J - - - - - - - - - - - - - - - - - - - - - _ 0T Q ICE BARRIER AS PER CODE 1:1905 t2 Q r - - N - - �1 H = � - I O w w ALL VALLEYS,CHIMNEYS,SKYLIGHTS.EAVES AND RAKES TO RECEIVE Q w }O p U 'STORM GUARD'LEAK BARRIER BY'GAF'OR APPROVED EQUAL Q m I PROPOSED R.R. a p w z O U) Z O 14 14 I 2X8 ® 16'O.C. JmZ pew z � Z of(j ® p J 13 = QC.) z1- O Q PROVIDE EXIETRI0f1 LIGHTING AS PER CODE 8303 0 a I -� w O w Z p UW I.- Z o® 13 I ` U ® � wI- " � Opwumm Q oro I '(1• l--QZ WcrZ0UZW SECTION AJ301 - REPAIRS AJ8018.1 Fire and Life Safe Protection-When Interior alterations °C cXv I = p Q cw7 p w E5 w O Cr AJ3011 Materials. Except as otherwise required herein, BEARING WALL BELOW n q d of v I I- p z p _m < Z = cep occur,or when one or more sleeping rooms are added or created h - - - - - - - - - - - - - - - - - - - - Cr d 0 aC o W - w H Fa- work shall be done using Ike materials or materials pemlittted existing&MkX s,the Individual dwelling unit shall be provided with - _ by this code for new construction. smoke alarms located as required for new dwellings;the smoke L - - - - J o ® U) 0 I w LLJ0- Er O z J Z O O AJ30111 Hazardous materials. Hazardous materials no alartrms sinal Interconnected h accordance with Section 8314.4. o O o Q � cr � Z O w Cc O > Cc Exception:h other than bed and breakfast dwellings,smoke alarms In U Tr p,- T Y Kin = HCc - longer permitted such as asbestos and lead-based paint, existing areas shall not be required to be Interconnected and hard o N 0 N I U w kph >- Lu 1 O} w w = shall not be used wired where Interior wall or calling finishes are not removed to 0w CD D D I w U- = > (n U AJ30112 Plumbing materials and supplies. The foiowingexpose the structure. 0 0 � � � w 0 � w owC w O plumbing materials and supplies shall not be used: AJ6018.11 Power Source-Smoke alarms shall be permitted to be IL o L - - - - Q I- Q O w z w Z U 1 Wurpose solvent cement, unless Isted fcr the battery operated when Installed In bu/dgs nwithout oomrmerdal power m N U specific apprmcatlon. or an on-site electrical power system,or h b uidings where existing I D 0 O u Interior wall or ng finishes are not removed to expose the Tw$9 2. Flexible traps and tailpieces, unless listed for the structure I U) speaf�c application. AJB(n&12 Interconnection-Smoke alarms shat no riot be required to I 0 v 0 U 2(, T PROPOSED 3. Solder having more than 02 percent lead in the be Interconnected where battery operated alarms are pemmittedtted 0 0 o o 0 'O.C. repair of potable water systems. I Q 2X12 RIDGE BEAM w 2X12 RIDGE BEAM w X 6 a I AJ3012 Water closets. Where any water clo:iet is replaced I v CONT RIDGE VENT 0 CONTINUOUS RIDGE VENT I with a newly manufactured water closet, the replacement o Q o xx water closet shag comply with the requirements of Section I 2X12 RIDGE BEAM 0w Z, o°C N N 8905.12 Ice barriers.h areas where there has been a history H of Ice fornning along the eaves causing a backup of CONTINUOUS RIDGE VENT cO v 0 ci I Pla of existing electrical water as designated In Table R3012CD,an ice barrier shat I O X 0'a AJ3013 Electrical. Repay or replacement o wring and equipment undergoing repair with Ike material be installed shingles, ed forasphalt metal roof shh*%mineral- a a I shag be permitted surfaced rd roofing, slate and slate-type shlr p*s, o 2X12 RIDGE B oc o ® CONT. RIDGE VENT Exceptions: wood shingles and wood shakes. The Ice tamer shat consist o O X I 1 Replacement of electrical receptacles shag comply of not fewer than two layers of rndemiayment cemented Pu CD Pu a_N with the requirements of Chapters 34 through. 43. together,or a self-adwiv polymer-modfied bltunen o ® o sheet shat rhd be used In place of normal uerlayment and I EL o 0- o 2. Plug fuses of the Edson-base type shag t:�e used for o o Ro d replacements only where there is not evidence of extend from the lowest edges of at roof surfaces to a point �c X 0 pI ng tampering not less 1 On Inches(610 with Inside thetoorexterior teat N p overfusi or In accordance with the the of the slope equal to or greater applicable requirements of Chapters 34 throu(ih 43. than 8 nits vertical In i-Inks horizontal,the Ice barrier o 3. For replacement of nongroundng-type receptacles shall also be aPPted not less than 36 Inches M14►mil measured Q� with grounding-type receptacles and for brarx,h circuits along the roof slope from the save edge of the bu ldir m J M w �' 9 Exception:Detached accessory structures not containing13- that do not have an equipment grounding conductor conditioned floor area. L- - c� ' Q In the branch circuitry, the grounding BEARING WALL BELOW - - o - - - - - CCL - _ _ _ - - J a conductor of a grounding-type receptacle outlet shag be pemtitted to be grounded to any accessible point o o a \N�- - - - - - - - - - - - `� C\j F r on the grounding electrode system, or to any accessible U, `� v pant on the grounding electrode conductor, as 00 PRO 0 ED C.T. Q PROPO ED LL C.T. O EL o 2X4 ® 48'O.C. allowed and described in Chapters 34 through 43. O r cc 2X4 48'O.C. 13 PROPOSED R.R. PROPOSED . . 13 2X00 ®SED R.R.6'O.C. 2X10 c�ROP S16'O.C.ED 13 SECTION 8310 L -_ 2X10 ® 16'O.C_ _ _ 2X10 ® 16'O.C. - - � L - - - - - - - - - - - - - - - - - - J EMERGENCY ESCAPE AND RESCUE OPENINGS R310.1 Emergency escape and rescue opening required Basements,habitable attics and every sleeping room shall have not less than one operable emergency escaper and rescue PROPOSED R.R. opening.Where basements contain one or more sleeping �i 2X8 ® 16'0.C. rooms,an emergency escape and rescue openiig shall be Q �� required In each sleeping room Emergency escape and rescue openings shall open directly Into a public way,or to a yard or cart that opens to a pubic way. 14 �U U Exception:Storm shelters and basements used only to O C> house mechanical equipment not exceeding a total floor moi Zo 0 Q -� area of 200 square feet(18.58 m2). O 0 LU- W a Exo3ptioreWhere the dwtownhousehp or townhouse is egllpGred with an Cn 0@ r--1 automatic sprinkler system instated In accordance with Section P2904„ �i sleeping rooms in basements shall not be required to have emergency, a 0 cXv �N V escape and rescue openings provided that the bascmrment has one of o ti the following 13 H p 2.1 One means of egress complying with SGdJon 8311 and Q ~ one emergency escape and rescue opening. ® ® W o j LO 22 Two means of egress complying with Section R31t n R310.11 Operational constraints and opening control ^ ter devices. Emergency escape and rescue openings shat be operational from the inside of the room without the use of O V mto keys,tools or special knowledge.Window opening controlcin devices complying with ASTM F 2090 shall be pemitted for use on windows serving as a required emergency 11 120� escape and rescue opening. 83102 Emergency escape and rescue openings.Emergency escape and nasalis openings steal have rTinirnm dnnensions ~ u H as specified in this section R31021 Wnimurm opening area.Emergency and W escape rescue openings shat have a net dear ops ming of not less than 5.7 square feet(0.530 m2).The net clear U opening drTmenslons required by this section shall be M L1 obtained by the normal operation of the emergency escape and rescue opening from the Inside.The net dear height opening shall be riot less than 24 inches(610 mrW and the net dear width shall be riot less than 20 Inches(508 mm). Exception:Grade floor or below grade openings shell 'have a net dear opening of riot less than 5 square feet (0.465 rrO. R31022 Window sir height Where a window is provided as the emergency escape and rescue opening,it shat have a all height of riot more than 44 inches (1118 mm) ROOF PLAN the floor,where the air height Is below grade,it r7� shall be provided with a window well in accordance with Section R3102& A-04 SCALE 1/4'=T-0' SECTION R314 SMOKE ALARM [NY] 915.3 DETECTION LOCATIONS 8314.1 GENERAL.SMOKE ALARMS SHALL COMPLY WITH NEPA 72 APD SECTION 8314. R3t4a LOCATION.SMOKE ALARM STALL BE INSTALLED N THE FOLLOWING NOTE: NTE: SYMBOL LEGEND NOTE' CARBON MONOXIDE DETECTION SHALL BE INSTALLED N TI-E LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS 8314.11 LISTINGS SMOKE ALARM SHALL BE LISTED N ACCORDANCE WiTH LL 217.COMBINATION SMOKE LOCATXM ARCHITECT FELD VERIFIED CONDITION OF CONTRACTOR TO RE-GRADE E)(TG. WALLS TO BE REMOVED REQUIRED BY THE MANUFACTURER OF THE CARBON MONOXDE DETECTION DEVICE ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN LOCATIONS APD CARBON MONOXIDE ALARMS S-IrALL BE LISTED N ACCORDANCE WiTH UL 217 AND UL 2034. 1 N EACH SLEEPING ROOM SOIL FOR BEARING CAPACITY OF ONE TON EXSTNG EARTH. PITCH AWAY ® SINGLE & MULTIPLE STATION ------- THAT AVOID DEAD AIR SPACES, TURBULENT Aga SPACES, FRESH AIR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH 83142 WHERE REQUIRED.SMOKE ALARMS SHALL BE PROVIDED N ACOOFDANM WITH THIS SECTION. 2 OUTSIDE EACH SEPARATE SLEEPING AREA N THE IMMEDIATE VICINTY OF THE PER SQUARE FOOT AMID WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS EXTG.WALLS TO REMAIN OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR. WHERE THERE IS A CONIFLICT BETWEEN THE LOCATION RMZ1 NEW CONsrRucnoR SMOKE ALARM SMI BE PROVIDED N DWEIIM LHTs EEDRooM S. 831422 ALTERATIONS,REPAIRS AND ADDITIONS MEFIE ALTERATIONS,REPASS OR ADDITIONS 3. ON EACH ADDITIONAL STORY OF TIE DWELLNa NCLLM BASEMENTS AND LEVEL BELOW BOTTOM OF FOOTINGS. G.C. MIN, 6' CLEAR FROM BOTTOM O CARBON MONIOXDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION. DEVICE, REQURNG A PERMIT OCA OR M3:E ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND L N+OBTABLE TO NOTIFY ARCHITECT IF FIELD CONDITIONS OF NEW SIDING TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERN. EXISTING DWELLING$THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WTH SMOKE ALARMS ATTICS.N DWHINGS OR DWaLNG UMTS WTTH SPLIT LEVELS AND WmIOUT ARE NOT CONSISTANT THROUGHOUT BEARING WALL LOCATED AS REQUIRED FOR NEW I)VAUNGS. AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SAM ALARM ENTIRE SITEtPLANS ASSUME A BEARING 75 CFM FAN EXCEPTION: WHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE EXCEPTIONS: LEVEINSTL ID THE LPPeT 'STALL L 6 LE FOR THE ONE FUL JT LOWER MOTE. ® BRACED WALL FRAME/OD A 1 VMOFIIK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS,SUCH AS THE REPLACEMENT of LEVE..FRONDED THAT THE LOWER LEVEL a LESS THAN ONlE Fta.L STORY CAPACITY OF ONE TON PER SQ. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXIDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH ROOFING OR SCM THE ADDITION OR REPLACEMENT OF WINDOWS OR DOORS,OR TIE ADDITION BELOW THE LIPPea LEVE SMOKE ALARMS SHALL BE INSTALLED NOT LESS EXSTNG FIRST FLOOR WINDOW ® POST TERMINATION OUniNED N TABLE 60210.4Milk 915.3.3 OR OTHER PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK ARE E>E PT FROM THE REauREMENTs OF THIS SECTION. THAN 3 FEET MU WA HORIZONTALLY FROM THE DOOR OR OPEMp OF A HEADER SIZES. MN SIZE TO BE REDUCED BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR 2 INSTALLATION,ALTERATION OR REPAIRS OF PLUME. i OR MECHANICAL SYSTEMS ARE D®uPT BATHROOM THAT OONTANS A BATHTUB OR SH0WB4 UNLESS THIS VOW HOLD DOWN SEE SHIT N-01 �- FROM THE REQUIREMENTS OF THS SECTION. PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION 8314.31 (2)2x6 U.N.O. NEW P.C.FND.WALL Q TYPICAL ROOF CONSTRUCTIOhk Q ASPHALT ROOF SHINGLES (COLOR & Lo STYLE TO BE CHOSEN BY OWNER) 0 30# ROOFING FELT. w o VZ CDX PLYWD. SHEATHING. N 2x10 ROOF RAFTERS ® 'W O.C. o O N z D � 12 12 %4! HARDE BOARD FASCIA BOARDS -8_ -PITCH=— 8 -PITCH SEAMLESS ALUM LDRS. & GUTTERS .r VENTING SOFFIT $ O T/0 RIDGE m � o g m (D � co x HP WINDOWS & DOORS BY 'ANDERSEN' 6 W/ MIN. DP35 RATING OR EQUAL W/ 3' m m TRIM (TYP) N °C N TYPICAL EXTERIOR WALL CONSTRUCTION: N HARDE BOARD SIDING, (COLOR AND STYLE r IFF®r-l--7- I SELECTED BY OWNER) 'TYVEK' HOUSE WRAP WITH V2' CDX PLYWD. SHEATHING. •ti 2x4 STIRS ® 16' O.C. O O O W/ R-15 KRAFT FACED BATT NSUL R-3 '} CONTINUOUS RIGID FOAM NSUL. TYPICAL ROOF CONSTRUCTM .� o ASPHALT ROOF SHINGLES (COLOR & V' L STYLE TO BE CHOSEN BY OWNER) O { 12 (2) LAYERS OF 30# ROOFING FELT. X PLYWD THINia tr PITCH 3 V2 2x8 ROOF RAFTERS ®16' O.C.N d�( �s N'J IN. BONUS ROOM � s z -f. ow o F- zow � u- ~ Q EE ll:EQ � opo o_ o = zocn zo QUZ - - 10' DECORATIVE PERMACAST W �o w t- g cr wo >- v Z Lu COLUMNS BY. 'HB&G' STYLE = M OC oC o Oc Oc TO BE CHOSEN BY OWNER � 0 2 m w tr !=!= (D z u) W :2 I- ww > OU O O \ < =) 0 � � Zwz T 2 C'3 �t- wLiw0 w F- oL2o -� wQ =) QCD U OI 1268 '122681 1- wwzOJ eoYQ CA wQ > QQcn U) O wog - ir > ww = Ycii = OzOcr T/0 F=IN. GARAGE UwU) >- iww }- wig C) �- EL 20.2' = wOzwO ~ ww3o GRADE F- Q0a - z0zU I II I I I I I I I I I I I I TYPICAL FOUNDATION 12' POURED CONRETE WALL W/ rIL1 --1 F- L1 --1 F- L1 -7 r- L1 -1 1- L1 --I I F- L1 --j #5REBARa16' O.C. VERTICAL L- - - J L - - J L - _ J I- - - J I_ - - J KEYED TO 2470 DEEP POURED CONCRETE FOOTING REINFORCED W/ (4) *5 REBARS CONT. N FTG. (TO BE MIN. 3'-0' BELOW GRADE m I I I I z 0 I I m LL 1 FRONT ELEVATION V+ A-05 SCALE: 1/4'1 2 jok T/0 RIDGE 0 8 PITCH v fi T T/0 PLATE U W D Ln W W Ln C.z 12 PITCH 4 T/0 FIN. 2nd FLOOR. 12 Y 3 V2 PITCH H ,u Tro M D w Tro FH SMS ADW n 3 Z W LZL Z J J T/0 FIN. 1st FLOOR. EL 222' w -1 O ��❑❑❑ O w iN � � 201-011 � O o O GRADE --_ -- -- 20�-0�� a H TAFK SWAM I I I I I I I I I I I I I I rm I I I I I I I I I WRAM F- L 1 1 r- L 1I r- L 1 --i F- L 1 --1 I I I I I I I i 3 FRONT ELEVATION (SKY PLANE) A-05 SCALE: V8'=1'-0' I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - .. 2 RIGHT ELEVATION A-05 SCALE V4'=1'-0' T/0 RIDGE CD w N O C7 oO N z oho- 12 J�7 o� rn `m a o m T/0 PLATE p o z Or_ Q � � m • N � O p N �? 12 4 PITCH O O T \ N $9 I I I boAlt OE:l N T/0 FIN. 2RJ FLOOR. 12 4Z .-d y 3 V2 PITCH 0 C L. y t =o O d a , Z e NO z 0 Lu 0 Qom � o o o Q Oc u, } f- � O z z C7 0_ � = QUzI- O L O - w D L L �_ w �OwZtnooCo 0 uj Z �- w ~ w :20 UL— Q T/0 FIN. 1si: FLOOR. F w o w U w Q-9z .(w7wzzwz G= o EL 22.2' \ wQow ; �- o— 0 O D sRu') - _ I- = N GRADE r - - - - - - - � wwzO �wYov > r II II II II Ii I I bu � >- w >-U >- ww r- U cncr0 0w � z zo< on- a_ z = II I I I I rI II I I I I I J I I I I I I I I I J J I I II I I I I i -iI I I I I (DL I I A I J I I I I I I I I I I I I I I I I I I I � J I J -' I I Ll— — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 REAR ELEVATION \11N A-06 SCALE: 1/4'=1'-0' TYPICAL ROOF CONSTRUCTIOR 0 ASPHALT ROOF SHINGLES (COLOR & STYLE TO BE CHOSEN BY OWNER) ROOFING FELT T/0 RIDGE 3V02 CDX PLYWD. SHEATHNG. 12 8 PITCH 2x10 ROOF RAFTERS ® 16' O.C. W 12 Y4' HARDE BOARD FASCIA BOARDS qw PITCH SEAMLESS ALUM LDRS. & GUTTERS VENTING SOFFIT 12 U 8]7p'TCH HP WINDOWS& DOORS BY 'ANDERSEN' T/0 PLATE W/ MR DP35 RATING OR EQUAL W/ 3' TRIM (TYP) !�-I TYPICAL EXTERIOR WALL CONSTRUCTION: HARDE BOARD SIDING, (COLOR AND STYLE (� SELECTED BY OWNER) 'TYVEK' HOUSE H u r- WRAP WITH 1/2' COX PLYWD. SHEATHING. 2x4 STUDS ® 16' W/ R-15 KRAFT FACED BATT NSUL n o R-3 � CONTNUOUS RIGID FOAM NSUL. r�Hhh "It Q�) b> TYPICAL ROOF CONSTRUCTIONt OV M `\j 12 O ASPHALT ROOF SHINGLES (COLOR & Z;4 `� N 4 PITCH STYLE TO BE CHOSEN BY OWNER) H cp v T/0 FIN. 2nd FLOOR. 0LAYERS OF 30* ROOFING FELT. 12u V2' COX PLYWD. SHEATHING. PITCH 3 V2 2x8 ROOF RAFTERS ® 16' O.C. U � M �- 1:11110D aoL]oo ELI o a00001cl000ll a ❑o1 ❑ ❑❑❑ ❑❑��❑ ❑ ❑❑❑❑❑ ❑❑❑❑❑ ❑ ❑❑❑ 10' DECORATNE PERMACAST _ COLUMNS BY.'HB&G' STYLE T/O FON 1St FLOOR TO BE CHOSEN BY OWNER R310.4 BARS,GRLI.ES,COVERS -- RM4 B Si(MLLES,COVERS AND SCRER4S. A D SCR . � Ak GRADE - T/O FIN. 1st FLOOR GALV 2) 4'X4-4ANG EL 222' ///// I I I I I I I STEEL LINTEL 8' CONCRETE RETAINING W 4 0 GARAGE WITH *4 REBAR ® 12' O.C. E.W. Ti- Y. a GRADE ��\\ EGRESS ;. \\\/�\ WITH *4 REBAR ® 12O.C. E.W.CONCRETE RETAINING WALL EGRESS WINDOW ASSEMBLY Ck135 \/\ ' SILL ® 36' A.F.F. I=1 I I I I TYPICAL FOUNDATION X\/ \ EGRESS WINDOW ASSEMBLY EGRESS LADDER =III :; 3'-0' I I 10' POURED CONRETE WALL \ \ _ / •;, 12' WIDE, ANCHORED _ ' I U KEYED TO 24'X12' DEEP POUR® �// \\/\ SILL ® 36' AFF. 3' FROM WALL 1=) 1 :. •+� � CONCRETE FOOTING zv WINDOW WELL WITH GRAVEL BASE C — WINDOW WELL (10.5 SF) = I I—III=I 1 N REINFORCED W/ (4) *5 REBARS / / T/0 FN. BASEMENT WITH GRAVEL BASE I I CONT. N FTC (TO BE MN. 3'-0• BELOW GRADEI �/ \j\\j\\j ' ' \/ TYPICAL FOUNDATION =III 111=III= I \/ \//\//\/ \� 8' POURED CONRETE /\\/ KEYED TO 16'x'CONCRETE FOOTING DEEP POURED;1 1=-1 1=) I I I=1 x ;III—III—III I I—III—III—III=I11I \\ \ � I�1=1 11=1 =1 11-1 1=1�1=1 11= I / / / / / / REINFORCED W/ 0 *5 REB ARS I_ = �(-111—I�I—I�I i�1 CONT. IN FTCt (TO DEPTH EXISTNG FOOTING, MN 3'-0 I I 1=1 11 I I I lEl I lEl I I I A II BELOW GRADE) -1 I l—'�—III—i�'I I—I l 1=) 1-1 i __ I - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WINDOWWELL SECTION r4 WINDOWWELL SECTION •• A-06 SCALE: 1/4'=1'-0' A-06 SCALE: 1/4'=1'-0' 2 LEFT ELEVATION A-06 SCALE 1/4'=1'-0' Q CONT. RIDGE VENT RIDGE STRAPPING. N (SEE SHEET N-01) TYPICAL ROOF CONSTRUCTM TYPAL ROOF OONSTRUCTION: N O RIDGE BEAM ASPHALT ROOF SHINGLES (COLOR & T/0 RIDGE + s T/0 RIDGE (SEE PLANS FOR ISO) TYLE TO SEN BY OWWNEORR)& STYLE TO BE CHOSEN BY OWNER)30# ROOF14G FELT. N30* ROOFING FELT. V2' CDX PLYWD. SHEATHING. V2' CDX PLYWD. SHEAT HINCz Q< a 2x10 ROOF RAFTERS ® 16' O.C. 2x10 ROOF RAFTERS ® 16' O.C. E A! � G• 2X4 C.T. ®48' O.C. ICE BARJ�t AS PER CODE 13906121390612 2X4 C.T. ®48' O.C. ICE BARRIER AS PER CODE R905.t2 d Z5 ® s/a' HARDE BOARD FASCIA BOARDS o ° N UNFINISHED �. �. V4' HARDE BOARD FASCIA BOARDS ATTIC °C' SEAMLESS ALUM. LDRS. & GUTTERS UNFINISHED .0 SEAMLESS ALUM LDRS. & GUTTERS m A (v 1 �' X 11 t LVL BOTTOM 8 � oPev CELL VENTING SOFFIT 8 OPEN CELL VENTING SOFFIT Q m m FLUSH HEADER R30 NSULATION R30 INSULATION CM m -- - -- 84 T/O PLATE 2X8 C.J. 016 2X8' O.C. C,J. 0.6' O.C. o 2X8 C.J. 16' O.C. r 90- T/0 PLATE MASTER BATH R15 BATT INSULATION 2X8 LEDGER BOARD R15 BATT INSULATION R15 BATT NSULATION TYPICAL ROOF f)ONSTRUCTIONt b TYPICAL ROOF CONSTRUCTION: b 1 �o ASPHALT 8001= SHINGLES (COLOR BEDROOM I6 BATH MASTER ►; TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SINGLES (COLOR & BATHFL SPHALT ROOF Sf NGLES (COLOR & F Q < c Z STYLE TO BE CHOSEN BY OWNER) STYLE TO BE CHOSEN BY OWNER) STYLE TO BE CHOSEN BY OWNER) d + tL N (?� LAYERS OF 30+ ROOFING FELT. (2) LAYERS OF 30+ ROOFING FELT. (2) LAYERS OF 30* ROOFING FELT. N y y � �d O { V2' CDX PLYWD. SHEATHING. 3/4' SUBFLOOR GLUED AND V2' CD( PLYWD. SHEATHING. V2' CDX PLYWD. SHEATHING. �/;- 2x8 ROOF RAFTERS ® 16' O.C. SCREWED TO JOISTS �x8 2x8 ROOF RAFTERS 0 16' O.C. 2X 2x8 ROOF RAFTERS ® 16' O.C. tS N3 Q 1'1 T/0 FIN 2nd FLOOR C ®fib - 8 RR ®t T/0 FIN. 2nd FLOOR _- _ �, 2X8 C.J. - - - - - -_-__-- 2X8 C.J. C. - 2X8 C.J. SIMPSON H25 STRAP 016. O.C. 117/8* TJ 110 SERIES 0 16' O.C. 11 7/8' T.g 110 SERIES ® 16' O.C. 016. O.C. 117/8' TJ t10 SERIES ® 16' O.C. NEW TE�RSSADERs UMINUM (7� 1 ' x 11 • LVL (2a 1 ' x 11 LVL 0 16' (2� 1 ' x 11 �• LVL 0 f-' _ o FLUSH HEADER FLUSH HEADER FLUSH HEADER z U w ~ O o16'O.C. TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL EXTERIOR WALL CONSTRUCT KN Q w 00 m wp p U Q (3) 1 t X 11 k LVL HARDE BOARD SIDING. (COLOR AND STYLE HARDE BOARD SDNG, (COLOR AND STYLE pJ. Q w mz O cn - Z Z � FLUSH HEADER SELECTED BY OWNER) 'TYVEK' HOUSE = Q U z - - e- WITH V2* CDX 815 BATT INSULATION SELECTED BY OWNER) 'TYVEK' HOUSE w } - O O w SMPSON BC4 POST 2x1-- WRAP 4�TlAS ® 16' O.C.PLYWD. A � 2 0 W w 5 O w CAP ANCHOR o 815 BATT INSULATION2x 8 T KRAFT FWRAP WITH V2' ACED BATF INSULh w O w w > m 0 (DU Z 815 BATT INSULATION 2x4 STUDS ® 16' O.C. a w w O U w Q W/ R-15 KRAFT FACED BATT INSUL p m MASTER FAMILY RM. 1- o Z O- z Z Z Z 10' DECORATING PERMACAST BEDROOM °' R-3 CONTINUOUS RIGID FOAM NSUL FAMILY RM. = z c7 � w o w ZO w R-3 CONTINUOUS RIGID FOAM NSUL. Q O Q W W COLUMNS BY. iFB&G' STYLE TO BE CHOSEN BY OWNER w Q > � Q Q wo O f- � Zm � cnF- � I- 2 � WOw _IQmQZ 4X4 P.T. WOOD POST 3/4' SUBFLOOR GLUED AND CONT.FABRIC FLASHING w R30 BATT NSULATION SCREWED r0 JOISTS u.i o- m O o O Oz O w _ CONT. FABRIC FLASHING m ¢ w y U) 01:0 Z o= > T/0 FIN. 1st FLOOR POURED CONCRETE STARS POURED CONCRETE STARS U LU � o = } w } W U EL 22.2' -- - - -- - __ -- -_ - -- .. , 4000 PSI ® 28 DAYS WITH 6X6 WWM ----- -- - - 4000 PSI a 28 DAYS WITH 6X6 W.WM N 1st IFLO = o w m � m 3 � T/ F OR. b (3)2x10 P.T. GIRDER 117/8' TJ 230 SERIES 0 16' O.C. 117/8' TJ 230 SERIES ® 16' O.C. _-_ = _ OVER 4' OF WELL COMPACTED GRAVEL 11 7/8' T,I 230 SERIES ® 16' O.C. '' EL 222' Q O d m '�'z U 2x8 P.T. D.J - OVER 4' OF WELL COMPACTED GRAVEL N II-III-)11-' `: OVER WELL COMPACTED SOIL, TYP. _ _ b I=1I1=1II_''':: OVER WELL COMPACTED SOL, TYP. GRADE (�1s•o. III-III-I 111=_ Y : I I 1=1 I I-III- GRADE (2) 1 X 14' ' r I I-III-III=111-� 1 �' x 14• V I I I=1 I I=111=1 11= 11-III-1 11 1 I I-1 I IFI I I-I i=1 LVL BEAM ;:�i III=III=1 1-III=1 STAR FOUNDATION: LVL BEAM III-1 I I-11 I-III-1 . III= STAR FOUNDATION: -111_1 11_1 I• III I _III-III-III : = I I-III-III-III-III :•: W POURED CONCRETE WALL 1=1 I 1=1 I I-III -I 8' POURED CONCRETE WALL 6X6 ACO POST', PB66 GALV-III=1�1=4 I=1 I 111-11 I-Iii-I !;. 1 III-III=I I I=I I I=I (TO BE MN 3'-0' BELOW GRADES I I I-III=III-III-I _ (TO BE MIN. 3'-0' BELOW GRADE) POST BASE & 8•x8' P.C. - - I i-i11=111=1 I I :; ';; I _ _ _ WITH 24'x24'xa' P.C. FOOTING III-III=III I I 1=1 I I-I I I=1 JI� FINISHED �': III=1 I I-I II-III=1 ' TYPICAL FOUNDATION s I I I=1 I I=1 I I=111=1 I I = _ _ _ _ _ FINISHED ° =III=III=III=1'". I I TYPICAL FOUNDATION MIN 3'-0' BELOW GRADE TO III 11 111 II-=111=1 I I 11111111111 11/11/11 g EN.I. .i I 1=III=1 I 1=III=1 I I__ 12' POURED COMRETE WALL W/ •5 REBAR ® 16' O.C. f 1 i 11 III=III=11(=III-�= 12' POURED CONRETE WALL W/ +5 REBAR ® 16' O.C. BEAR ON VRGV SOIL (TYP) I I =_ _ - VERTICAL KEYED TO 24'X12' DEEP POURED BASEMENT ~' I - - _ - - VERTICAL KEYED TO 24'X12' DEEP POURED -III I-III-III=III=III-III-III . 815 BATT III-III-I 11=1 I I=� CONCRETE FOOTING REINFORCED W/ (4) +5 REBARS R15 BATT } III=1 I1-III=III=III= CONCRETE FOOTING REINFORCED W/ (4) *5 REBARS I �=l I M 111=111-111=111=1 I I- b NsuLATIoN :: III-III=III=111=1 I I CONT. N FTG. (TO BE MIN. 3'-0' BELOW GRADE) INSULATION III-III-I I I-1 I I-I I I-1 CONT. N FTG (TO BE MIN3'-0' BELOW GRADE) _ I I-I I I-I 11=1I I-I I I-I 1_1-1I r _.? 11=1I I-1I I-11 1=111= III-I 11=1I I-1I I-1I I-1I I 2X8 LEDGER BOARD �El I =111-I I I-I I I-I 11= I 1=1 : : °' '" 111= - WATERPROOFING MEMBRANE Bnim-&E SYSTEM °' . III= _= WATERPROOFING MEMBRANE BITUTHENE SYSTEM C 0 SEE DVA-06 FOR DETAILS III=III-III-III=III III=III '1 1 I I=II 1=1 I I-I 11= 4000 BY WR GRACE CO. OR APPROVED EQUAL ;;;` III I I-i11-III-I i 1-�i 4000 BY WR GRACE CO. OR APPROVED EQUAL =1 I I-III=III-1 I I-111-III=1 '• 1=III=i11=11 i=_i I I=1 I I-I I I-I I I=I I I- INSTALLED PER MANE SPECS El l I Eill 11=_-111=111-1 11=1 11 11=11 I-111-I 11=III INSTALLED PER MAW SPECS `� I I=III=III-III=III= .I 11-1 I I=-I I Ed I El 11=1 I M I I I=1 I Ml I I-1 I I- f III-III-1 11=1 11=1' M =l - 11-1 I 1=1 I M I I-1 I I-1 I 1 .'.; 4' P.0 SLAB WITH 6X6 WWM WATERSTOPPNG I I=III=I -_ _ EO-TEXTILE FILTER FABRIC TO 4' P.0 SLAB WITH 6X6 WWM WATERSTOPPNG ;" III=III= _ 0-TEXTILE FILTER FABRIC TO -III=111=111=111=1 11=1 11=1%; 6 MIL VAPOR BARRIER & 4• AS REQUIRED '' I I i=1 -III=111;- WRAP ENTRE STONE FELD N 6 MIL VAPOR BARRIER & 4' AS REQUIRED III- -i I i-III= WRAP ENTIRE STONE FIELD 'A BITUMINOUS DAMP PROOFING _I I I=1 I I=l I 1=1I1=1 I1=1 I I=III :. CLEAN GRAVEL BELOW SLAB ;� I I- -1 I - - -1 APPLIED TO CONCRETE .1 I 1-1 11=l 11=1 �_�- _ 4' SCHEDULE 30 PERFORATED CLEAN GRAVEL BELOW SLAB r 111= 1 - - VJ - z= _ ..• .. :.� -I I - ;.. - - 4' SCHEDULE 30 PERFORATED ra FOUNDATION WALLS PER R406 '1-111=111-11 1=11 -4' J I' III- PVC PPE WITH HOLES FACING PV PPE HOLE FACING 'I I=1 I I=I I I=1 •I_..I- .1-:.1- :I- .1-• 1= 1= I- _ _ _ - _ _ •:� '' - - - = - - - �_ DOWNWARD AND BELOW '_`1:: ..�:.: - - - - - _ •3", - - - - - - - 1_ 1_ •1_ 1- I- I- , - - - - _ _ - - _ - - y ��'. -1 - DOWNWARD AND BELOW J- _ - I 1=1 11=1 11=1 I I-1 I Ed 11=1 11=1 I I-I I 1=1 I I-1 11=1 I 1=1 I 1=1 11=1 11=1 I I = ;:' � -1 I I-1 I I-1 I I-1 I I-1 I I- I - = _ _ _ - - - - - = BOTTOM of BASEMENT SLAB f r.': --3-vr IIIA x v4• STEEL I I III_111_111_1 I I_I I I_I I I_I I I_I I I_I I I_I I I _ I LALLY COLUMN wlrH 6•xs'x• BOTTOM of BASEMENT SLAB 11=1 I I III-1 11=1 I 1=1 I 1=1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 I 1=1 I I- _ _ = _ _ - _ - _ - = " - - - - - - - _ _ -0 _ _ _ _ _ _ _ _ _ _ _ I I I_I I I_I I I_I I I_I I I_I I - _ III_III-III_III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 _ _ _I "• ' -• -III- STm PLATE roP Aw BOTTOM oN 3s•x3s'x1s•_I 11=III=III-III- (,' III-1 I I-1 I I=1 MN I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 11-1 11=1 11=1 11=1 11=1 11=1 11=1 11= _� �_ - -1 11=1 11=1 I I-1 11=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= 1= _ =1 - - - • TOTS - 1s' TOTAL DEPTH, I I 111-111 I I MIN.-I I - 111==1 I I=III-I I IFOOTNG, wlrH (4) .5 REBAR EACH WAY(TOTAL OF :I I I-I I I-I I I=I I I=111=MIS=I - 'l i-1 11=III=I 1=1 11=1 I I-1 11=1 I I-1 I I-1 11=1 11=1 11=1 11=1 I I-1 I I-1 11=1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I-1 11= I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I-1 - - _ - - - _ - = I 12 � WASHED - -� MINIMUM 12 WIDE WASHED III-III-III-111-III-III-III-I I _III-III-III=III=III=Two) TO BF�,11 ON VIRGIN SOL (TYP) _ _ =1 I 1=III=III-III=1 I I=1 I I_I I I T-1 I I;III=1 I I=1 I I=1 I I=1 11=1 I I_I I I_I I I_I I I-1 I I-f 11=1 11=1 I I-I I I_I I I_I I I-I 11=1 11=1 11=1 11=1 I I- I_=1 11=1 11=1 I i=1 i 1=i i 1=1 11=I I i=i I i=i I I-I 11=iii=i i 1=1 11=1 11=1 11=1 I I-1 11=1 11=1 11= ��-OF ST i 1= - - - - - - - - - - - - - _�' GRAVEL OF "'-"'-"'-"' "�_��I-III-1 11-1 11-1 11-I 11-II I-I 11-I 11-I 11-I 11-I 11-III-I I I_I I I-I 11=13-v2• DIA. x v4• sTEEL TALLY COLUMN wm-I s'Xsx�'.-1 I I-1 I I-1 I I-1 I I-1 I I ,I i'- -III-1 I I, I I I i��I I I��I i i�i i i i i l ilii I j I I��ETI I��I I I I��I I I��I I I I��I I�l i i��I I i I�I I i i i l I i i I i l I 111��I I I��i l I I l�l l I I I I I,;,III_ STONE - "-"'- -111-11 I_I I 1-III-III-I I I_I I I-I I I_I I1-III-� sum. PLATE roP AND BOTTOM oN 3sx3s'x1a I I-I I1-III-I I1-I 11= - - - � 0 SECTI®N -III- =-�i_��=1 I I=III=111-III-III-111=I FOOTING, wm-I (4) •5 REBAR EACH WAY (TOTAL OF -I I I-I I I=III-"- I � 1 I I-I 11-11-::Two) TO BEAR ON VIRGIN SOIL (TYP) 2 SECTION ION1 .iii_ = = �1=��-�. �., A-07 SCALE: 1/4'=T-0' - A-07 SCALE 1/4'=1'-O' W .3 0) a U W � 6 r- N � O n � H ��r roj� ti � U 4'ROOF VWr 4•ROOF Vl3Tr 4'ROOF VINT O ROOF z P3103.1 Roof extensim Open vent pipes that extend through a roof sinal be teminated not less than 6 hones(152 1 u � min)above the roof or 6 Inches(152 mrN above the anti*gated LAUNDRY BATHROOMhi snow accumulation,whlcuever is greater Where a roof MASTER BATHROOM Is to be used for assembly,as a promenade,observation deck 1-J or sunbathing deck or for sirdar purpoaea,open vent pipes Sv TV3•V W sinal tar hate rat less than 7 feet CM nrN above the roof. 2.V P=2 Frost closure.Where fine 975-peroent value for outside 2'V Zvv design temperature Is 0 F(-16 Lin or Was,vent extensions 2'v 2•v tMaugh a roof or wall ahal be not less than 3 hoes(76 2'v CN mm)In diameter.Any increase In the size of the vent shelf be 2•V made rat Was than 1 foot W4.8=0 n"the thermal envelope R-Value Computation Method Mandatory Requirements for 2020 ECCC NYS of the bui6ng. W W.C.T� co o ns 8402.1 G e n e ra I Section R4013 Certificate Section 8403.5.1 Heated Water Circulation & Temperature Maintenance Systems 2nd FLOOR r � ) � ) '2w 2w ys 2w Section R402i1 Vapor Retarder Section 84024 A� Leakage Section 8403.6 Mechanical Ventilation rW 2'W 2'W 35 2W Section R402.4.6 Tenant Separation Walls Section R403.7 Equipment Sizing & Efficiency Ga c� Section 840212 Insulation & Fenestration Criteria Section 84025 Maximum Fenestration U-Factor & SGHC Section 8403.8 Systems P32OV Size of fixture traps.Trap sizes for 0mov fixtures Ts ca Section R40213 R-Value Computation Y Serving Multiple Dwelling Units anal be as Indfoated h Table P320t7.where the ta%*" Section R402.13 R-V with Attic Section R403.1 Controls Section R403.9 Snow Melt & Ice System Controls of a pimbhg fixture re Is larger than that hdcated h Ceilings Spaces Table P32ot7,the trap size sinal be the same ramtnal size as BATHROOM KOWEN MASTER BATHRMM Section R40222 Ceilings without Attic Spaces Section R403.12 Heat Pump Supplementary Heat Section R403.10 Pools & In Ground Permanent Spa Energy Consumption the fixture btlew A trap ahal not be larger than the drainage pipe into wtich the tree disclharges. Section R4022-3 Eave Baffle Section R403.32 Sealing Section 8403.11 Portable Spas 31V s 2v 3v Section R4022-4 Access Hatches & Doors Section 11403.3.3 Duct Testing Section R404.1 Lighting Equipment 2,V rV Section R4022-5 Mass Wags Section R403.3.5 Buldin Cavities 2v 2v 2.V Section R4022-6 Steel Frame Ceilings, Wags & Floors g Section 8404.11 Fuel Gas Lighting Systems Shag not Have Continuously Burning Pilot Lights Section R4022-7 Wags with Partial Structural Sheathing Section R403.4 Mechanical System Piping Insulation Section R4022-8 Floors wa MW- wa Section 840229 Basement Wags Section R4022-10 Slab on Grade Floors tat FLOOR GO Section 8402211 Crawl Space Wags Table R402.1.2 Insulation and Fenestration Requirements by Component(2020 ECCC NYS) Section 8402212 Masonry Veneer M 35 rw 2'w 2'W 2W TS2-WClimate Fenestration Skylight Glazed Ceiling Wood Frame Mass Basement Crawl Space Section R4022-13 Su room Insulation9 Section 84023 Fenestration Zone U-Factor U-Factor Fenestration R-Value Wall Wall Floor Wall Slab Wall ao. Scra 4'Cl W� 3'S 3'S 3'S Ca R-Value R-Value Section 1140232 Glazed Fenestration SHGC SHGC R-Value R-Value R-Value R-Value ' 4'db.CJ DETAIN TO DQSTir(3 SYSTHuI Section R4023.3 Glazed Fenestration Exemption 4 Except Section R4023.4 Opaque Door Exemption Marine 0.32 0.55 0.40 49 20 or 13+5 8/13 19 10/13 10, 2ft 10/13 2 PLUMBING RISER DIAGRAM Section 84023.5 Su)room Fenestration A-07 SCALE N.T.S. Table R402.1 .4 Equivalent U-Factors (2020 ECCC NYS) Climate Fenestration Skylight Ceiling Wood Frame Mass Basement Crawl Space Wall Floor Wall Wall Wa Zone U-Factor U-Factor U-Factor WallU-Factor U-Factor U-Factor U-Factor U-Factor 4 Except 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 Marine Q co N M o O CONT RIDGE N z RIDGE STRAPP + �1 (SEE SHEET N-01) RIDGE BEAM (SEE PLANS FOR NFO) G_ O E MAINTAIN 2' AIR GAP ® ' »_• IL AT EACH BAY SPY` BATT INSULATION Z5 ATM NSlIAT10N (2)2x4 TOP PLATES 0 IL T/0 RIDGE iw co ® —ATTIC FLOOR 1`114WO •5 RM NWTM IIA ffiTI PTH PER CWTF V4' WOOD FACIA BOARDS1� z m w G SEAMLESS ALUM. LDRS. & U) 09 .6 Q,4"• O E MATFELSTPM AT PERIuETER OF EI CLOSH Q SITE BLLT ATM DICLOW-IrECItW_4LLY SECIM GUTTERS m m 2X8 C.J .®16' O.C. N or CLOSED CELL FOAM °O N VENTED VINYL a YL SOFFIT • INSULATION AT 5' THICKNESS C - OC MEQiANCAIHIM It .LATCH TO PR MRE AT ALL BAYS ICE BARRIER AS PER CODE R905.12 SEAL AT WEAK T FIFFIC io .ra 8 • OPEN CELL 0 BATT INSULATION •�d p .,�, R30 INSULATION TYPICAL ROOF CONSTRUCTION: 0 IdWJ FACTUM PUL DOM STAR �� °D `4 SPHALT ROOF SHINGLES (COLOR & 0 () f b' STYLE TO BE CHOSEN BY OWNER) • 0 p fy BONUS 0 LAYERS OF 30* ROOFNG FELT. Q I c t c 2 OG o V2' CDX PLYWD. SHEATHNG. 0 ! LL ® o ROOM CIO 2x8 ROOF RAFTERS ® 16' O.C. � 2d O _--2X6 F.J. ® ' O.C. - N g'a' HARDE BOARD FASCIA BOARDS _ _-- SEAMLESS ALUM LDRS. & GUTTERS VL (� 2X6 BEAM 2 SECTION AT ATTIC STAIRS 3 SECTION THROUGH EAVE `" T/0 FIN. BONUS ROOM 2 8 C.J. ®�' O.C. --- - I 11 7/8' TJ 230 SERFS ® 16' O.C. _ _ 2X8 C.J. ®16' O.C. - _ - VENTING SOFFIT (3) 1 ' x 18' LVL (3) 1 ' x 18' LVL A-08 SCALE N.T.S. A-08 SCALE. 1/2'=1'-0' J F.. o ,2X6 ui C . ®16' 0. . < wco w OTTOM FLUSH BOTTOM FLUSH Q w mO o v � Q BEAM BEAM TYPICAL EXTERIOR WALL CONSTRUCTION: w ~ Q O z � >_ O Z HARDIE BOARD SIDING, (COLOR AND STYLE W g u- H O � wU IGNME SELECTED BY OWNER) 'TYNE.' HOUSE OC, w o m w 0 U- O z ~ Q WRAP WITH V2' CDX PLYWD. SHEATHING. w � z � w 2x4 STUDS 016' O.C. _ ® zQwcOw � zwz 2, � wz ==jQF5 w O LL (?� 2x6 P/T SILL PLATE ON w Q J w < ro < O j rn ICE & WATER SHIELD o z o v = TERMITE SHIELD W/ SILL INSULATION NIDA 2'-0' FROM INTERIOR z TYPICAL GARAGE SLAB: FACE OF WALL, TYP. G W < 5; Q Q U) -C/) — & O 5/8' DIA. ANCHOR BOLTS W/ � w cr O z _3 F- H- 5' P.C. SLAB W/ 6x6 10/10 W.WM 3'x3'x5/16' BEARING PLATE ® MAX T_ M a- Y g w > Cc f6 REBAR ® 12' O.C. EW. 36' O.0 (TYPICAL 12' FROM ENDS OF MAINTAIN 2' AS GAP MAINTAIN 2' AR GAP w °- cin > w w w = 6 MIL VAPOR BARRIER 4' COMPACTED POROUS GRAVEL-FILL EACH PLATE SECTION (EXTEND AT EACH BAY AT EACH BAY U) M o � w0 _ w z U T/0 FIN. GARAGE : BOLTS MIN 7' INTO CONCRETE) = z LA_ w ¢ w O Q- EL 20.2' i•' ;• (95% WELL COMPACTED) t•• (2)2x4 TOP PLATES BATT INSULATION (?2x4 TOP PLATES F- Q O F z w z U yt y - - - - - - - - - r.'. •. . , : . . . -....r: „... .._..*•�',•:. .•. • '" GRADE M• WOOD FACIA BOARDS VC WOOD FACIA BOARDS '=111=111=111=111=111=LII M-: IuI=1�u=1T- -:•. -___--_ --.-___________-___-__ __-_______ :. I1=111=111=111=111=111=111=1�' SEAMLESS ALUM. LDRs. & I=1 I I=1 I I=1 I=1 .. III=1 I I=1 11=1 I=1 11=1 I I=1 I I=1 I I=1 . 11=i I=1 I I=1 I I=1 I I=1 I=1 I I=1 11=1 I I=1 I I=1 11=1 I I=1 I I=1 I I=1 I=1 11=1 I I=1 I t=1 I I=1 I=1 11=1 I I=1 I I=1 I I=1 11=1 I I SEAMLESS ALUM LDRS. & '1=1 I 1=1 I 1=1 I 1=1 I 1=1_1EI ` •: _ 1;--1-H:_91- - - - - - - - - - - I - - - - - - - - - - - - - IE1[1E=-,,I - - - - - - - - - III=1 I 1=III=III=III=Iii=1 I I TYPICAL FOUNDATION BATT INSULATION BATT I-_H _ ' 1=I 11=t 11=I 11=1 11=1 11=1 11=1 I I=1 11=1 I=1 11=1 11=1I 1=1 11=1 11=1 11=1 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 11=►11=1ll=1 I►=1 11=1 11=111=111=1 11=1 I i=111=11 1=1 ;s. _ — _ - - _ - GUTTERS GUTTERS NSULATION I I-1 I I❑I I❑I I-1 I I-1 I I :°,.' —I— —I —I '! III=1 11=1 11=1 11-1 11=1 11=1 11=1 11=1 I I I 11�I IE]I I�11=1 1 1=111=111=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=11 I-111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I�11=1 I I I I 1=1 11=1 11=1 11=1 11=1 11= �' POURED CONRETE WALL- W/ _ _ _ _ _ =I�_I I= I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I-1 I I-1 I I-1 I-1 I I-1 I i-1 I I-1 I I-1 I-I 11-11 I-1 I I-1 11=1 11=1 11=1 I I-1 1 1EI I I-1 11=1 I I-1 11=1 11=1)I-1 I I-1 I I-1 I I-1 *5 REBAR ® 16' O.C. VERTICAL I_I I MI I I-I I I_I '; _ _ I I I I I_I I I_I I I_I I I_I I I_' II+=+1 .: I I 1=1 I1=1 11=1 11=1 11=1 I I- -1 I I-1 I I I I H I I-1 I I�I I-1 I I-1 I I-1 I I�11=1 I I-1 I I-1 I I�I I-1 I I-1 I i-1 I I-1 I H I I-1 11=1 I1=1 11=1 I I-1 11=1 I I�11=1 11=1 I I ':;;• I=I - - - — KEYED TO 24'X12' DEEP POURED CLOSED CELL FOAM - - — _ I I 1=11 1=1 III=1 1=111=11 1=1 11=111=1 11=1 I I— =1 11=1 —111=11 I-111=1 11=11 1=1 11=1 11=11 1=1 11=1 I I-1 11=1 I I_I 11=11 1=1 III-111=1 1 1=11 1=1 11=1 I M I M I Ed I El 11=1 ;�: - - - _- - -_ I=1 I—I =I�ttl=1 I : I i 1=111=1 I I=111=111=111=111= =1 I I I I-11 I-111-11 I-11 I- "'-"' "' "' "' "' "' "'-"'-' —III=111=111=III=111=111=11 I I I=I I I=111=111=III=I I I= CONCRETE FOOTNG REINFORCED VENTED VNYL SOFRT Z-O• NSULATION AT 5' THICKNESS VENTED VINYL SOFFIT 2•-0. CLOSED Cel FOAM POURED CONCRETE STARS =111=1 I I=1 I I=III=III '• 11=LII=111-=1 1=111=11 I-1 I I-1 I I-11 I-11 i-111= -1 I-11 I-11 I-11 I-11 I-11 I. � ALL SUB STANDARD SOL AND -1 =11 I-11 I-1 I I-1 I I-1 I I-1 I I-1'!� I=I (=I I=1 I=I 1=1 1=1 W/ (4l *5 REBARS CONT. N FTG. AT ALL BAYS INSULATION AT 5' THICKNESS 4000 PSI 0 28 DAYS WITH 6X6 W.WM =III=III=III=III=III=1 1=111=I I I=111=1 _ __ ___-=_ ..-_____-=BACKFILL WITH CLEAN COARSE GRAN SOIL 11= =111=I I I=111=111-1 I I-I I I -:.� I I I=I I Ed I Ed I El I I=I I I: R-30 VALUE AT ALL BAYS OVER 4' OF WELL COMPACTED GRAVEL I I I=I 11=I I I=I 11=I 11=1 I I H=H I-1t1-1 I 1=111=111=1 11=1 1=1I 1=111=111=1 I I-1.,=1I 1=111=1I 1=111=1I IN 8' MAX THICK LAYERS COMPACTED WITH =1I 1= 1=1I 1=111=111=1I 1=1I 1=1 ; : 1=1 I=I I❑I I=I 11=I I=_ (TO BE MIN 3'-0' BELOW GRADE OVER WELL COMPACTED SOL, TYR =1 I 1=1 I 1=1 I I=1 I I=1 I I=1 =I=11=1 =I 1 11=1 11=1 11E 1 I I=1 11=1 I 1=1 11=1 I I EEI I 11=111=111=III=I I I=MECHANICAL TAMPERS (95'/. WELL COMPACTED)11=1 I I— 1=1 I 1=1 I I-1 11=1 I FEIII t-. I—=____ WATERPROOFING MEMBRANE I I_Ill = 1=1 11=1 11=1 11=1 1=1 11=1 11=1 I I_I I F I_I I I_I I i_I I I_I I I_I I I_I, I I_,I I_I, ,I_I I I_I I_I I_,I I�I I_I„_I 11=1 I I 1=1 11=1 11=1 11=1 11=1 ,• - - - - - III=III=III=III-111=III 11=1+=1 I+ I I I 1=1 11=111=1 11=1 11=1 11=111=1 11=1 I 1=111=1 11=111=111=1 11=1 I I-1 11=111=1 11=1 11=111=111=1 11=1 11=111—11=111=111=1 11=1 11=1 I=111=111=i 11=111=1 I . ( II—III—III—III—III—� Bm�TFE NE SYSTEM 4000 BY WA BATT Ns(a-ATTON —III—III—III—III—III-I :-- III=1 I I�I I I=1 I I=1'"'. 1=1 I IE1 I I_I 1 1_1 11—I 11=1 11=1 11=1 11=1 I=1 =111 =1 11=1 11=1 11=1 11=1 I IE1 11=1 11=1 I IEI I IE1 I I=1 II 1=1 I IEI 1 1E1 I I-1 11-1 11=1 11=1 I IEI i IE1 11=1 1111 I—III—III—III—III—III- BATT INSULATION I GRACE CO. OR APPROVED EQUAL I I I=1 I I=1 I M I la I I=I I I .':, =1=ttl-1 tl=tI :�` I I-111=111-1 I-I —=111=111=1 I I-111 111-1TI-I I I-111=111=�=LI I-LII-111=111=LI I-1 I-I I I=111=111=11=III=1 1=1 I=111=111=III=1 I-1 =111=111 =1 11=1 11=111=1 11=1 11=1 �I_I=11J�I= : 111 I I-1 I I-1 I I-I 1111 11=1 I IE1 I E]I I-I I-i I I-I I I E I I-I I►-III-III-III-II I-1 I I-III-III-1 I l-1 I I-III-I ILI I I-I 1111 I I�I I I-III-III-I 1111 I I I I-III-I :: _ _ _ _ _ = NSTALLED PER MAIC' SPECS _III_III_III-111-111_1 •.. . _ • III-III_III-III_III-III- i l-1 I=1 I I=1 I I-111—III ' a 1=111=1 I I-1 I I-1 I I I 1=1 11=1 11=IIHII=1 I-1 11=1 11=1 I I I 1=I 11=1 11=1 11=1 11=1 I I-1 1 1E:w=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=J 1=1 11=1 1=1 11=1 11=111=111=1 11=1 I I '�; _ = GEO-TEXTLE FILTER FABRIC TO _ _ _ <<. I-1'=H 1=1i1=1 I_ ; 1=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I =1 11=1 11=1 11=1 11=1 11=1 11=III=III=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=111=111—III=1 11=1 I M I 1=1 11=1 11=1 11=1 11=1 ... I—III—I _—_—_ -III—III-I 1=I I—I I—I ._.. =1=1LI=1 — i I 1=111=1 11=1 11=1 11=11=I 11=I 11=1 11111=1 11=1 11=1 =1 11=I i I=11=1 11=1 11=I 11=111=1 I I=III=I 11=I 11=111=1=III=I 1=I i 1=111=1 1=I I=1 11=1 1=11 I r.: III=I —III=III=III=III= WRAP ENTRE STONE HELD =1 I I=1 I I=1 I I=1 I I=1 I I :� I I=111 1= �' I-III=III=III-III-1 f ILI I I-1 I I-III-1 I=1I I-III-1I 111 I I=1 I I=1 I II-1 I I-1 I I-1 11=1 11=1 11=1 I I=1 I I=1 I I=1 11=1 11=I I I=111=1 11-111=1 1111 11=1 11=1 I I-111-1 I=1 _I 1 = _ _ =1_I . I I=II1=1 I-IT =-�I h=III=II��II ':':: I I 1=1 11=I I 1=1 1 1=111=11=1 11=1 11=1 I I III=III-III=�1=III=III=III=III=1 1=IIHII=III=III-III=—L=11=11=IIHII-III-III=111=1J=1 11=1=1 I I ;•. 4 SCHEDULE 30 PERFORATED III—III .I —_ .' . .,: _ _ _ _ _ _ _ _ _ 'iI,i I i iiI I i i ICI , I I -)T-ITT-TI= PVC PIPE WITH HOLES FACING 111=1 11=1 11—I 11=1 DOWNWARD AND BELOW 11=1 11=1 11=1 11=1 11=1 I I=1 I 1, ;III-1 I IJ 11=1 I I-1 11—, I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 I I-1 11=1 11=1 11=1 11=1 �'i:...:. 1=1 11=1 11=1 11=1 I I; -�I I�I I I-I 11=1 11=III=III=1 I I=III=III=1 11=I 11—III=III=1 I I=1 I I—=— III=III=I 11=III= BOTTOM OF BASEMENT SLAB —1 I- -il I I_I I I 111—I I I—I 11—I I I,�1 I I1 i 11 11 I �I I�I I I I 1=I I Ii,,I�I_ rs• TOTAL DEPTH. SECTION THROUGH EAVE SECTION THROUGH EAVE -1 I I-1 MIrN. 1=1 I I-III-III_ _I 11=1 I I-III=1 I I- III-I i I-iii-i 1 i-iii-I I =__ ' -III-1 I 1=1 I I-I I 1—��'- "'—��—"' '11—•, �-MNMUM 12 WIDE A-08 SCALE: 1/2'=1'-0' A-08 SCALE: 1/2'=1'-0' 111-111- _ 1 SECTION Q �O8 SCALE 1/4'=1'-0' 13 13 U wz ® LATERAL LOAD DEVICE PLAN SYMBOL NOTE:THIS o ® ABLE LATERAL LOAD DEVICE PLAN SYMBOL y ��pp�q QTS 2X FRAMING PER SECTIONS �j Q a qp=-; PARALLEL TO DECK JOISTS SHEATHING PER SECTIONS SIDING/FIMSHES PER ELEVATIONS 0 1J 2X FRAMING PER PLANS FLOOR SHEATHNG NAILING WATER TIGHT FLASHING SHEATHNG PER SECTIONS AT 6' MAX" ON CENTER DECKING PER PLAN SIDING/FINISHES PER ELEVATIONS TO JOIST WTH HOLD DOWN (f Q U y FLOOR SHEATHING NAILING 1, FIASHNG H 71 H AT 6' MAAMLM ON CENT131 TO JOIST WITH HOLD DOWN DECKNG PER PLAN iv W CIO E cz SOLAR-READY I M + + + + 7+ + N CERTIFICATE FLOOR JOIST PER PLAN I I FEAATURESES�AT�TI-E TIMEOFANT IAL T T T I DECK JOIST PER PLAN CONSTRUCTION TO ENABLE THE a- --► T I TOP PLATE GAL JOIST HANGER FLOOR JOIST PER PLAt HOLD-DOWN OR SIMILAR DEVICE OR MUD SLL 2X LEDGER WITH 1/2' GAL LAG I p INSTALLATION OF SOLAR ELECTRIC. WITH MIN. 1500 POUNDS OF STRESS WALL FRAMING BOLTS ® 16' O.C. STAGERED, TYP. THE SOLAR READY ROOF ZONE IS TOP PLATE DESIGN CAPABILITY PER DEVICE OR FOUNDATION FIGURE 13507.92(2) HOLD-DOWN DEVICE WITH MN. 7500 I SHOWN ON THIS CONSTRUCTION PLAN I T OR MSA SIL- MNNMUM OF TWO LOCATIONS PER POUNDS CAPACITY PER DEVICE AT I El EXCERPT AND IS FREE OF WALL FRAMING DECK WITHIN 24 NICHES OF EACH FOUR (4) LOCATIONS, EVENLY I ® OBSTRUCTIONS THAT WOULD LMT E_ OR FOUNDATION END OF THE DECK/LEDGER, TYPI R507.92 LATERDISTRIBUTED ALONG DECK AND ONE AL CONNECTION PLACEMENT OF THE: SOLAR PANELS. . FIGURE R50LM) DECK JOIST PER PLAN LATERAL LOADS SHALL BE TRANSFERED TO THE WITHIN 24' OF EACH END OF LEDGER GROUND OR TO STRUCTURE CAPABLE OF HOLD DOWN DEVICES SHALL FULLY PLASTIC CONDUIT FOR FUTURE j j GAL JOIST HANGER TRNASMITTNG THEM TO THE GROUND. WHERE LATERAL ELECTRIC WIRING HAS BEEN INSTALLED COPIDUT ND LOAD CONNECTION IS PROVIDED IN ACCORDANCE WffH ENGAGE DECK JOISTS PER HOLD DOWN COUT THROUGH WALLS AT THE LOCATIONS 2X LEDGER WITH 1/2' GAL LAG FIGURER507.92M, HOLD-DOWN TENSION DEVICES SHALL MANUFACTURER RECOMMENDATIONS I SHOWN TO FACLITATE THE R507.92 LATERAL CONNECTION BOLTS ® 16' O.C. STAGERED, TYP. BE INSTALLED N NOT LESS THAN TWO LOCATIONS PER FULLY THREADED 3/8' DIAMETER ° INSTALLATION OF WRHE WIRING BETWEEN T LATERAL LOADS SHALL 13E TRANSFEAED TO THE GROUND OR TO STRUCTURE CAPABLE OF DECK, WITHNG 24 NCI ES OF EACH DECK EACH DEVICE GALVANIZED LAG SCREW ( z--CONDUIT ANDj TRNASMITTNG THETA TO THE GROUND. WHERE LATERAL LOAD CONNECTION IS PROVIDED N SHALL HAVE AN ALLOWABLE STRESS DESIGN PREDRLLED WITH MINIMUM 3' MOUNTED SOLAR PANELS CAPABILITY OF NOT LESS THAN 1,500 POUNDS. WHERE I ACCORDANCE WITH FIC3lJFiETi507.92('q, HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED N PENETRATION TO CENTER OF MUD I ■ o o n ® � NOT LESS THAN TWO LOCATIONS PER DECK, HNG 24 NICHES OF EACH DECK EACH LATERAL LOAD CONNECTIONS ARE PROVIDED N SILL, TOP PLATE, STUDS OR HEADER DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPABILITY OF NOT LESS THAN 1.500 ACCORDANCE WITH FIGURE R507.920, THE HOLD-DOWN POUNDS. WHERE LATERAL LOAD CONNECTIONS ARE PROVIDED N ACCORDANCE WITH FIGURE DEVICES SHALL BE NSTALLED N NOT LES THAN FOUR SOLAR READY ROOF ZONES HE R507.9.2(2), THE HOLD-DOIA N DEVICES SHALL BE INSTALLED N NOT LES THAN FOUR LOCATIONS PER DECK, AND EACH DEVICE SHALL HAVE --� LOCATIONS PER DECK AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN AN ALLOWABLE STRESS DESIGN CAPABILITY OF NOT CAPABILITY OF NOT LESS THAN 750 POUNDS. LESS THAN 750 POUNDS. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL M03.101 D1 DECK ATTACHMENT - LATERAL LOADSD2 DECK ATTACHMENT - LATERAL LOADS A-06 SCALE NTS A-06 SCALE NTS NAILING SCHEDULE NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION ¢ FROM WOOD FRAME CONSTRUCTION MANUAL (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) -� 2018 EDITION,WITH 130&140 MPH HIGH WIND DESIGN SUPPLEMENTS(140 NAILING SCHEDULE APPLIES TO 130 AS WELL) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) Ir co qCM JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL NOTE: '�� '�'tr SECOND FLOOR ATTACHMENT FIRST FLOOR ATTACHMENT TYPICAL TYPICAL W N TABLE COMMON NAILS BOX NAILS SPACING ALL PRESCRIPTIVE STRAPPING TO BE NAILED N ACCORDANCE W/ 2018 WFCM TABLES: (REQUIRED FOR ALL NEW CONSTRUCTION °0 C0 Q (REQUIRED FOR ALL NEW CONSTRUCTION S PACING CORNERS ROOF FRAMING 3.4B ® WALL TO ROOF, WALL TO WALL, WALL TO FOUNDATION AND SECOND FLOOR ADDITIONS) o N O AND FIRST FLOOR ADDITIONS) RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-1 Od PER RAFTER 3.6A o RIDGE, COLLAR TIES. 3'-0' o.c. (1-3 story) g• min ALL STRAPPING TO BE SPACED AT 16' O.C. ALL CONNECTORS N CONTACT W/ P/T • CEILING JOIST TO TOP TABLE 3.4A 3-Sd 3-10d PER JOIST ADJUSTABLE 12' max • PLATE(TOE NAILED) i i i i WOOD SHALL BE FINISHED N IMAX POST HOT-DIP GALVANIZED OR STAINLESS STEEL HANGER SQ F Q CEILING JOIST TO I TABLE 3-9A I 11-16d I 11-40d t EACH LAPyj PARALLEL RAFTER(FACE-NAILED) I I I 1 'SIMPSON' HDQ8 ORMPSON' HDO8 \ I TABLE 3-9A I 11-16d 1 11-40d I ALL PREFORMED GALVANIZED CONNECTIONS TO BE NAILED N STRICT ROOF CEILING JOIST LAPS I I 1 I ACCORDANCE W/ MANUFACTURER'S REQUIREMENTS. RAFTER RIDGE OR 'SIMPSON! HDU6 2-16D COMMON m .�--- �• • .r tL OVER PARTITIONS I I I I BOARD/BEAM 'SIMPSON' HDU6 -2-16D COMMON NAILS S o 6' O.C. - COLLAR TIE TO I TABLE 3-6A 1 3-8d 1 3-10d I NAILS o 6' O.C. ,• FOR FULL LENGTH ; ,. ° E € i3 ---------------- FOR I t I I AT RAFTER TO RIDGE BEAM CONNECTION �-- COLLAR TIE TO BE LOCATED N UPPER FOR FULL LENGTH OF STUD - ' ' ' CO m V3 OF ASSEMBLY AS OF STUD BLOCKING Pii $ D BLOCKING TO RAFTER 2-8d 2-1 Od EACH END FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE 1 PLAN ~ rn ---------- o ENDWALL I 1 t 3.2.5.1 BLOCKING TOE NAILED I I I I JOIST LER 28 (5) 10D COMMON NILS AT RAFTER o ENDWALL • y z m RIM BOARD TO RAFTER I I 2-16d 13-16d I EACH END ca o U) V) oi5 I I I I WALL FRAMING ¢ (END NAILED NOTE FOR CATHEDRAL CEILING 'm AT SLOPING RAFTERS OR RAFTER TO ' ' • • CNJ TOP PLATE TO TOP PLATE 2-16d(1) 2-16d (1) PER FOOT HEADER CONNECTIONS PROVIDE a d 3' SQ. x 5/16' WASHERS m o N (FACE NAILED) SMPSON 'LSSU28' ADJUSTABLE HANGER. ROOF " •: • , & END NUT SETUP —� 23 o N TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS-EACH SIDE N ADDITION TO STRAPPING o RDGE. RAFTERU/ : :¢'• ;: DOUBLE SILL PLATE o (FACE NAILED) TYPICAL NOTE CEILING o STUD TO STUD FACE NAILED 2-16d 2-16d 24"O.C. ALL PREFORMED GALVANIZED CONNECTIONS TO BE NAILED N STRICT JOIST 'SIMPSON' HgQ8 '' _ (SINGLE FOR SLAB ON OR GRADE APPLICATIONS) HEADER TO HEADER(FACE NAILED) 16d 16d 16"O.0 ALONG EDGES ACCORDANCE W/ MANUFACTURER'S REQUIREMENTS. d ROOF 'SIMPSON HDU6 � ,� i TOP OR BOTTOM PLATE TABLE 3.5A 1-16d 1-16d PER STUD RAFTER 7/8' DIA. THREADED ROD EMBEDDED 5/8' DIA. ANCHOR ' m E TO STUD(END NAILED) AT RAFTER TO TOP PLATE TO STUD CONNECTION TOP CEILING 12 1/2' INTO CONCRETE W/ 'SIMPSON' ET BOLTS (TYP.) : • �• BOTTOM PLATE TO FLOOR JOIST 2-16d(1,2) 2-16d(1;2) PER FOOT HpA - NAILED N ACCORDANCE WITH MANUFACTURER'S JOIST ALL STRAPPING, ANCHORS, HOLD DOWNS, (HIGH STRENGTH EPDXY ADHESIVE) & FOR 4 : c Q � `+� 2 BANDJOIST ENDJOIST OR BLOKING oLL BY'SIMPSON" INSTALLATION NSTRUCTIONS. & ADHESIVES TO BE INSTALLED AS PER TEMPERATURES (0 DEG TO 40 DEG F) USE POURED ; d , NOTE., MANUFACTURES SPECIFICATIONS. 'SIMPSON AT (HIGH STRENGTH ACRYLIC ADHESIVE) CONCRETE ti =d O (FACE NAILED) � y FLOOR FRAMING SIMPSON' ALL CUPS & STRAPS CAN BE MOUNTED FOUNDATION °'.. ;,,; d ad �[v; JOIST TO SILL,TOP PLATE t I 4-8d I 4-10d t EACH END � EITHER NOT AXTERIOR AR AL OF BOTH. H2A WALL SECTION �,�s/S � �a OR GIRDER(TOE NAILED) I I I ISTUD �a BRIDGING TO JOIST i2-8d 2-1 Od EACH JOIST MAINTAINMANUFACTURER'S SPECIFIED NAL EMBEDMENT. TYP EXT WALL CONST NOTES : (TOE NAILED) I t 1 1 (TYPICAU. SEE FL PLANS (9)10D COMMON TYP, EXT. WALL CONST. O w u.i I USE 5/8' DIA. ANCHOR BOLTS W/ MNMUM T EMBEDMENT INTO F— } F" = o BLOCKING TO JOIST 1 I 2-8d I 2-1 Od 1 EACH END TYPICAL NOTE BLOCKING NAILS o EA END OF SEE FL PLANS CONCRETE W/ 3' SQUARE x 5/16' WASHERS AND END NUT SETUP. z U CO w F- o Q (TOE NAILED) 1 I I I 3/4' SUB FL. GLUED & NAILED STRAP (BY SIMPSOM ¢ m U ALL PREFORMED GALVANIZED CONNECTIONS TO BE �'' O o BLOCKING TO SILL OR I 1 3-16d 14-16d I EACH BLOCK 2x FL JTS SEE PLANS w w z z z DC NAILED N STRICT ACCORDANCE W/ MANUFACTURER'S OVERLAP NEW SHEATHING Z ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY w o to - ¢ TOP PLATE(TOE NAILED) 1 I REQUIREMENTS. INSUL AS PER PLANS NEW �D FLOOR c� OVER EXIST. STRUCTURE HIOLD DOWNS FOR SHEARWALLS. w } ¢ U zz 1 O C7 LEDGER STRIP TO I 13-16d 14-16d t EACH JOIST STRAPPING: zv c7 AS SHOWN. PROVIDE w � O w z w BEAM(FACE NAILED) I I 1 1 TS16 (4)8D COMMON NAILS o EA. END O STRAPPING AS PER DET. 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 16' MINIMUM TO w m � p Ow U w H Q JOIST ON LEDGER TO BEAM I I 3-8d I 3-10d I EACH END OF STRAP (BY SIMPSON) "' Q THIS SHT. 12' MAXIMUM FROM ENDS AND CORNERS. 1- z z Q a- D z W z fY (FACE NAILED) I I I I SHOE PL - - ( _ Lu 0 'L .2 = o ¢ 0D wOw0 LLI 'v co H0z0 awn JI— U S Ow BANDJOIST TO JOIST i � 3-16d � 4-16d � EACH END SlI3FLR• JOIST HANGER BY SIMPSON Q BLOCKING AT ENDWALL �� .� � � m � z (END-NAILED) I 1 I I AT STUD TO FLOOR ASSEMBLY w ¢ ¢ ¢ o O TO STUD CONNECTION (As RM JOIST FLOOR W w Cr z J z BANDJOIST TO SILL OR I I 2-16d(1) I 3-16d I PER FOOT per table 3.46) SOFFIT MAT. AS PER ELEV. o (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) t- w w z g _ Y O Y ¢ Cn TOP PLATE TOE NAILED STRAPPING: EXIST. FIRST FLOOR Z-O- BELOW NEW 2ND RIDGE U w 1- w w 2 1 I 1 I T ' REMOVE EXIST. SHEATHING tr Y w o= F_ > ( ) (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) a STORY CONST. 0 o O 3 w z ROOF SHEATHING WELD COMMON NAILS o W u_ _ > 07 U TYPICAL NOTE STRUCTURAL PANELS I TABLE 3.10 t 8d 110d t 6" EDGE ALL PREFORMED GALVANIZED CONNECTIONS TO BE TOP PL EA END OF STRAP OR = z u 0- w Ir O RAFTERS OR TRUSSES SPACED UP TO I I I t H2 CONNECTOR (BY SIMPSON) BLOCKNG 2 BAYS 1- < o w z w z U NAILED N STRICT ACCORDANCE W/ MANUFACTURER'S BACK o 48' o.c. 16"O.C. i 6 FIELD REQUIREMENTS. TYP. EXT. WALL CONST. RAFTERS OR TRUSSES SPACED UP TO I I 8d 1 10d 14" EDGE SEE FL PLANS ATTIC 24"O.C. 1 t 1 14" FIELD GABLE END WITHOUT GAB EO RAKEOVERHANG I t t 16" EDGE CANTILEVER DETAIL (TYP) LOAD PATH/ FRAMING DETAIL 3 Q TRUSS WITHOUT GABLE OVERHANG j j 8d � 10d 16" FIELD I I 1 I TRUSS WITH TRUGABLE END WALL CTURAKE R RAKE 8d i 10d 116" EDGE Q t I 1 16"FIELD NOTE: G� OUTLOOKERS I 17—1 I 1 NAILING & STRAPPING AT ALL STRAPPING TO BE 1 V4'x20 GAUGE STEEL OR — 0 GABLE END WALL RAKE OR RAKE I 1 8d I 10d 14" EDGE EXTERIOR WINDOW / DOOR HEADERS 'SIMPSON' EQUIVALENT - CS20 (COLED STRAP) FIRST & SECOND FL TRUSS WITH LOOKOUT BLOCKS j 4" FIELD SHOE PL (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING) a U SUBFLR. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 'A CEILING SHEATHING AT STUD TO FLOOR ASSEMBLY V+ GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD TO SILL PLATE CONNECTION RM JOIST FLOOR WALL SHEATHING TYPICAL NOTE: JOIST NAILING SCHEDULE 'B' : (WOOD FRAME CONSTRUCTION MANUAU BLOCKING 2 BAYS STRUCTURAL PANELS STUDS SPACED 1 TABLE 3.11 1 8d I 10d 16" EDGES ALL PREFORMED GALVANIZED CONNECTIONS TO BE ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS BACK o 48' o.c. UPTO 24"O.C. 1 I 1 112" INTERMEDIATE NAILED N STRICT ACCORDANCE W/ MANUFACTURER'S t i i i SUPPORTS (FIELD) SILL PL REQUIREMENTS. Notation 1/2"OR 25/32"FIBERBOARD PANELS I t 1 3"EDGE/6" FIELD . • --. Rough A B C D E F EXCEPTION: W GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10" FIELD Opening wHEN AN ATTIC FLOOR OR CELNG DIAPHRAGM IS USED TO BRACE THE GABLE J of I ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. I 1 I I . • 2'-0" 2 (� 2x4 1 1 1 1 A NAIL SPACING FOR SHEATHING l� PRESSURE ZONES W 4'-0" 4 (1) 2x4 2 2 2 2 A 0 FLOOR SHEATHING a ZONE 1 ZONE 2 ZONE 3 ZONE 4 STRUCTURAL PANELS 6'-0" 6 (2) 2X4 or (1) 2X6 3 3 3 3 W 1"OR LESS 8d 10d 6"EDGE/12"FIELD D 'A GREATER THAN 1" t 10d 16d 6"EDGE/6' FIELD 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. �+ t 10'-0" 10 (2) 2x6 4 4 4 4 PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. _________________ t 12'-0" 12 B N ' (2) 2x6 5 5 5 5 ----1--------- ------------ ----------- ------------------ AT STUD TO FLOOR ASSEMBLY - NOTES TO SILL PLATE CONNECTION SPP4 Notations : C E -A -A �, A 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6"O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS < 3 10 103 03 I 0 103 <� 3 I ® I REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS TYPICAL NOTE: _�_____�____�__ ------ _ ALL PREFORMED GALVANIZED CONNECTIONS TO BE B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. ••. � U NAILED N STRICT ACCORDANCE W/ MANUFACTURER'S ° ' ° ° •.•. 1 a C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SDE OF HEADER A 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF REQUIREMENTS. r : ;° F • . .•. •: D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD TO END NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. f ' OF HEADER AT EACH SDE A A 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED,ACCORDING TO NYS 'q, E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) I 1 I I i i rh ®i 0 i0 Di � i® ®� 10 01 � 1® .J lHJ AND INTERNATIONAL BUILDING CODE. F. NUMBER OF 16D NAILS END-NALED THROUGH ADJACENT JACK STUDS TO rW� 4.ALSO SEE BRACED WALUSHEAR WALL DETAILS AS INDICATED ON THE PLANS,WHERE REQUIRED. END VIEW SECTION END OF SILL(S) AT EACH SDE (DOES NOT APPLY TO DOORS) ✓J `�� i W W o o I i I Ln Ll, (ReSPLICING OF TOP PLATE aril/or New uired rAddtions)all Now Construction o,;o.,,o O -- ----------- AR SEAL THE TOP OF ALL ---I-----r----rt-----r- - - � ,n BATT INSULATION BETWEEN ¢ 03 1 0 103 03 1 0 lO ¢ 3 1 ® 13 ~ H W v INTERIOR WALLS/ATTIC CONTINUOUS CAULK OR SPRAY 'L' v INTERSECTIONS FULLY wlTl� CEILING JOISTS SEE SECTIONS FOAM N ALL SEAMS OF TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS Q SPRAY FOAM. SEAL ALL GABLE ROOFS HIP ROOFS Q) ELECTRICAL, PLU MBING, ETC. SUBFLOOR TO CREATE AN AIR ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE H PENETRATIONS INTO ATTIC: TOP PLATE SEAL FROM FIRST FLOOR TO A=4 FEET N ALL CASES W 9 BASEMENT NAILNG REQUIREMENTS ARE FOR 120-MPH 3- SEC PEAK GUST. 1-.� V2' GYPSUM WALLBOARD SPACING IS BASED ON 1/2' SHEATHING & 8D COMN40N NAILS U RATIO LIMITS = H/L S 3 1/2 Building Minimum 12 Building Minimum 12 C\ 2X4 WOOD STUD Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) TABLE R301.2.2.2 PLYWOOD NOT SHOWN FOR CLARITY 12'-0" 3'-0' 12'-0" 2'-0' WIND-BORNE DEBRIS PROTECTION FASTENING 16'-0" 4'-0' 16'-0" 3'-0' SOLID BLOCKING o SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c,d AIR SEALING AT INTERIOR WALLS/ ATTIC AIR SEALING AT BASEMENT TO FIRST FLOOR SEAMS 24'0" 6-0' 24'-0' 4-0' FASTENERSPACINGCING 4 FOOT 6 FOOT 28'-0" T-0' 28'-0" 5'-0' FASTENER TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN _4 FOOT <6 FOOT <8 FOOT PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" 6'-0' R-15 3 RIGID INSULATION. SEAL _ 8E) COMMON NAILS o 6' No.8 wood screw based ALL SEAMS AROUND RIGID i O.C. EDGE & FIELD. 36'-0" 9'-0' 36'-0" T-0' anchor with 2 inch 16" 10" 8" INSULATION WITH SPRAY FOAM I I embedment length CONTINUOUS CAULK OR SPRAY R-15 3' RIGID INSULATION. SEAL 40'-0" 1P-0' 40'-0" 8'-0' No. 10 wood screw ALL SEAMS AROUND RIGID based anchor with 2 inch 16" 12" 9" C FOAM SEALANT AT ALL TOP INSULATION WITH SPRAY FOAM i 509-0" 13'-0' 50'-0" 10-0' embedment length PLATES AND SILL PLATES DETAILS THIS 60'-0" 16'-0' 60'-0" 12'-0' 1/4 inch diameter lag CONTINUOUS CAULK OR SPRAY screw based anchor with 16" 16" 16" FOAM SEALANT AT ALL TOP 70'-0" 19'-0' 70'-090 14'-0' CONTINUOUS CAULK OR SPRAY- PLATES AND SILL PLATES 2 inch embedment length FOAM N ALL SEAMS OF . 80'-0" 22'-0' 80'-0" 16'-0' SUBFLOOR TO CREATE AN AR /��/��/��/' Top Plate SEAL FROM BASEMENT FIRST FLOOR TO /\\ � t I Splice Length For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N,1 mile per d NOTE hour=0.447 m/s. a.This table is based on 140 mph wind speeds and a 45-foot mean roof (2) 2X6 ACO SILL PLATE WITH - 1 SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE height. CONTINUOUS ALUMINUM TERMITE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 1. Tabulated splice lengths assume top plate-to-top plate connectionusing 2-16d nails per foot. For shorter splice b.Fasteners shall be installed at opposing ends of the wood structural panel. SHIELD AND SILL SEAL INSULATION 2 HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. lengths, the nail spacingshal be reduced 'n order to c.Anchors shall penetrate through the exterior wall covering with an provide an equivalent number of nails. embedment length of 2 inches minimum into the building frame.Fasteners 2. Tabulated splice lengths assume a mean roof height of shall be located a minimum of 21h inches from the edge of concrete block 33 feet. For mean roof heights of 15 feet or less, the or concrete. A I R SEALING ,AT SILL PLATE AIR SEALING AT FLOOR TO FLOOR tabulated values shall bepennitted to be multiplied by 0.80. d.Where panels are attached to masonry or masonry/stucco,they shall be S H EA RWA L L SEG. DETAIL (TYP) attached using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. aS Q RES-CHECK COMPLIANCE SHEET A c W 6M.BOARD TOP PLATE .GYP��ON TOP TE N N TT OR FOAM M5U11TION o I/2'6�5,4 ON "w'nw PAPER OVER I'RIGID I/2'GYP.BOARD ON �IDM6,IYM PAPER OVER V RW m N 1 HEREBY CERTIFY COMPLIANCE WITH ENERGY STAR BY THE FOLLOWING METHOD: COMPLIANCE WITH MSLLATION j'PLYHoOD 91EATHM6 WALLS� N9IAATION j PLYHOOD SWATNM6 o O � 2020 NY5 ENERGY GODE BY THE FOLLOWING METHOD. HOOD 2-2x NEMER WmN RM MLATION IN�IOR HOOD 2-2X HEADER WITI RI6V RGULATION N z 10.ALL WINDOWS AND 5KYLI6HT5 MUST 13E ENERGY STAR QUALIFIED OR MEET ALL SPECIFICATIONS FOR cowim BAN:CF=6XU NB AT BETY�M f I+i) CdNnN015&W OF&MLYMB AT BETS(SEE PWS)DESIGN CONFORMS TO THE REQUIREMEI'IT5 STATED IN TABLE 402.12 NY5 ENERGY CODE ENERGY STAR QUALIFIED WINDOWS. WINDOWS IN CLIMATE ZONES 2 AND 4 MUST EXCEED ENERGY STAR TIOIlS 2 4 PLATE LOCATIONS 2Xb PLATE • • 1) THE THERMAL ENVELOPE REQUIREMENTS MEET OR EXCEED SECTION N1102 OF THE 2020 IRG. 5PEGIFICATLONS(CLIMATE ZONE 4: U-VALUE A5` ASU 0.40 AND 5HGG` SKU 0.45) VI51T MAD WAD GOMPLIANGE DETERMINED 13Y MEETING PRESCRIPTIVE INSULATION REQUIREMENTS BY USING A TOTAL WWW.ENER6Y5TAR6OV/WINDOW5 FOR MORE INFORMATION ON ENERGY STAR QUALIFIED WINDOWS. UA ALTERNATIVE(5EE RE5GHEGK FOR VALUE5) 11. ALL DECORATIVE 6LA55 AND 5KYLI6HT WINDOW AREA COUNTS TOWARD THE TOTAL WINDOW AREA DRYWALL CAULKED INSULATION AROUND HEADER-2X4 WALL INSULATION AROUND HEADER- 2X6 WALL 2) THE ELEGTRIGAL d VENTILATION SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS AS NOTED TO TOP PLATE b. IN IRC,CLIMATE ZONE 4A AN IMPROVED WINDOW U-VALUE 15 REQUIRED AND 15 DETERMINED BY: SCALE. KTS SGALEs N.T5. CD BELOW. REQUIRED U-VALUE= [0.18/IAEA]x[ENERGY STAR U-VALUE]WHERE THE ENERGY STAR U-VALL E 15 THE MINIMUM E 3) EQUIPMENT EFFICIENCY STANDARDS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE LOCAL REQUIRED U-VALUE OF THE CLIMATE-APPROPRIATE WINDOW SPECIFIED IN THIS BOP. EXTERIOR SHEATHING m THE RESIDENCE MUST BE 0- SI11lDE12 OPTION PACKAGE PRESCRIPTIVE NOTED BELOW GLUED OR 6A5KETED � m TO TOP PLATE TESTED BY A THIRD 12. UP TO 0.715% WFA MAY BE USED FOR DECORATIVE GLASS THAT DOES NOT MIST ENERGY STAR BOOP sF#NSI Es.5�RooF PLAN FOR ADDmoNAL nNFO. ROOF 5HIN61F5.5EE ROOF PLAN FOR ADDITIONAL NFO. `0 4) ALL WINDOWS TO BE ENERGY STAR LABELED WITH A MAXIMUM U-FACTOR OF 0.31 WITH A 5H6G OF 029 PARTY RATER FOR AIR REQUIREMENTS. FOR EXAMPLE,A HOME WITH TOTAL ABOVE-GRADE CONDITIONED FLOOR AREA OF 2000 s.f. pco LEAKAGE. THE MAXIMUM PROVIDE ICE t WATER SHffiD TO 24'N51DE EXTERIOR WALL, PROVIDE ICE t HATER SHIELD TO 24'VXE EXTERIOR HALL, z p MAY HAVE UP TO 15 s.f.(0:f5%OF 2,000) OF DECORATIVE GLASS. OVER AM PLA6"AND 6UI7ER ATfAGI#IW MRDHARE IN ODER AIL PLA6H 6 AND evnBZ ATrA+HENT W�RDHARE IN EXTERIOR 51DINO ALLOWABLE RATE OF cn 0 C6 AGGORDANGE WITH 56GTION 905271(NYS OODFJ AGGORDANGE WmN SECTION 905271(NYS CODE) ENERGY STAR QUALIFIED HOMES 13. TO DETERMINE DOMESTIC HOT WATER(OHW) EF REQUIREMENTS FOR ADDITIONAL TANK SIZES,USE THE AIR LEAKAGE AS Q " m NATIONAL BUILDER OPTION PACKAGE GAS DHW EF%%U>%%U Ob9 -(0.002 x TANK GALLON CAPACITY) ELECTRIC DM EF%%U>%%U 0.97 - TAPED OR SEALED JOINTS VERIFIED BY THE AGH 50 TX T • rx ROOF RnPr> •SEE Puws FOR Avarlaut MFo. C\J CC (0 001 x TANK GALLON CAPACITY) IN EXTERIOR SHEATHING TEST IS 3 AIR CHANCES MAINTAIN I'AIRBAP FOR ROOF VENTINS PROVIDE MAINTAIN I'AIRSAP FOR ROOF VT3N*.PROVIDE v ATTIC VENTILATION BAFRJ 5 AS REMIRED. ATTIC. VENTILATION BAFFLES AS FMM; V 00 N MIXED AND GOLD CLIMATES (2015 IRC CLIMATE ZONES 4A) PER HOUR. THE TEST IS SPACE N LAY6z OF mAFT FACE)eATr mAT10N BE7W o 5PAGE (U LAYER OF KRAFT FACM BATT RJLATM BETWEEN C) N, 14. IN HOMES WITH GAS OR OIL HYDRONIG SPACE HEATING,WATER HEATING SYSTEMS MUST HAVE AN EXTERIOR SHEATHING TO BE PERFORMED AT ti CEILING JOINTS AND N LAYER oP MACED BATT CEIIJNs IOINTS AND N LAYER oP u►rFAcm BATT $9 , 1 , 1 , GOOLI N6 RIGHT SIZED " 1:3 SEER A/G (14 SEER/ il5 EER/85 HSPF) " EFFICIENCY%%U>%%U 0:18 EF. TH15 MAY BE MET THROUGH THE USE OF AN INSTANTANEOUS WATER HEATING GLUED OR 6A5KETED ANY TIME AFTER THE N51LA IO FORPERPIN MAR TO INS JOIS 5.5EE INR LA PE IONAL W-0 SECTM FORDI I cEIM.IOlsrs.SEE EQUIPMENT"-ERE SYSTEM OR AN INDIRECT STORAGE SYSTEM WITH A BOILER THAT HAS A SYSTEM EFFICIENCY%%L)>%%U 85 ARE TO BOTTOM PLATE GREATION[AND PROVIDED) ENERGY STAR QUALIFIED HEAT PUMP HOMES WITH TANKLE55 COIL HOT WATER HEATING SYSTEMS CAN NOT BE QUALIFIED USING THIS BOP, 13UT COMPLETION] OF ALL OF KOs OTI IM NOTEAaWANE D -VERY RAFTER, � �STRAPS EVERY RAITER f ENERGY STAR QUALIFIED GAS FURNACE 90 AFUE) CAN EARN THE LABEL USING THE ENERGY STAR PERFORMANCE PATH REQUIREMENTS. THE REQUIRED BUILDING RIGID#EIlLAT10N RM M91ATM N� �d0 HEATING OR ENERGY STAR QUALIFIED HEAT PUMP(SEE NOTE 3 FOR 5PE65) 15. ANY COMBINATION OF ENERGY STAR QUALIFIED PRODUCTS L15TW MAY BE INSTALLED TO MEET THIS PENETRATIONS. A 6InTER SEE BOOP PLAN FOR ADDITIONAL NFO. 6UTIM SEE ROOF PLAN FOR ADDITIONAL INFO. E I WRITTEN REPORT OF THE CONT#UolLS` IX-PREPRhBJ FAWA BOAIZ4VAP W/MJIM cotDMas SPRAY IX-PRE-PWF7®FASO A 130AR -HW W ALM V EQUIPMENT REQUIREMENT. ENERGY STAR QUALIFIED VENTILATION FANS INGLUDE RANGE HOOD BATHROOM AND Q B� OR ENERGY STAR.QUALIFIED BOILER(85 AFJFa ' RESULT OF THE TEST AT TIE TOP of ALL WN15 FASCIA UJ�DDIN6 TVP.TIROU6IIOUT UN.E55 AT TIE TOP of ALL WALLS FASUA GIs4DDINs TVP.TfR0116FICUT UN3'S5 � +b O OR ENERGY STAN::QUALIFIED OIL FURNACE(85 Alm INLINE FANS. ENERGY STAR QUALIFIED L16HTIN6 FIXTURES INSTALLED IN THE FOLLOWING LOCATIONS CONnNM CA"OR SPRAY FOAM OTIOSE NOTED CONnNIOUS CA"OR SPRAY FOAM OTHERW9E NOTED •• •- SHALL NOT BE COUNTED: STORAGE ROOMS(e g.,CLOSETS,PANTRIES,SHEDS) OR 6AR 46E5. El 161BLE EXTERIOR 5HEATHI NO, SHALL BE 516NED BY SEALANT W DRIP EDGE TYPIGAL 5EA ANT 1/7 DRIP EDSE TYPICAL Q q c u. THERM05TAT ENERGY STAR QUALIFIED THERM05TAT (EXCEPT FOR ZONES W/ RADIANT HEAT) GLUED OR 6ASKETED THE PARTY CONDUCTING 0 2'x4'TOP PLATE HIM SEAL. CONT I'SOFFIT VENT WITH PERFORATED T I2]2'x4'TOP PLATE W"SEAL CONT.I'SOFFIT VENT WM PERFORATED SOFFIT d APPLIANCES INCLUDE ENERGY STAR QUALIFIED REFRI6ERATOR5,D15H WASHERS AND WASHING MACHINE5. MATERIAL OF APPROVED PEsr MESH OR SCREEN MATERui of APPROVED PEST MESIt OR SCREENED +� ci O DUCT WORK <4 cfm TO OUTDOORS/100 sq ft AND LEAKAGE R-6 min. FURTHER EFFICIENCY AND SAVIN65 CAN 13E ACHIEVED BY INSTALLING ENERGY STAR QUALIFIED TO TOP PLATE THE TE5T,AND SHALL BE KRAFT FACED BATT Ma LATM SEE VIMMATE 5ofP� KRAFT FACED BATT INa ATIOIL SEE MATERIYL OF APP OVED ^ y _ 4 , 5 INSULA PION ON DUCTS IN UNCONDITIONED 5PAGE5 PROVIDED TO THE CODE SWT5 FOR AMMON&� 5WT10i'L'FOR ADDITION&W O' �! PRODUCTS, IN ADDITION TO THOSE REQUIRED(e g.,ADDITIONAL LIGHTING, HOOD STun SEE cONSTRILCTION PLAN EI EVATIOIS• Hoop 5TI1D5.SEE GONriTRUGTION PLAN ��`� •` ELA/AT10F1ri. d' r INFILTRATION(ACH50): b in CLIMATE ZONE5 3-4 � ENFORCEMENT OFFICIAL. ,�, r �� In g ARD � TI �� S H a P.;" * e Ib. EFFICIENT L16RTIN67 FIXTURES REPRESENT A 516NIFICANT OPPORTUNITY FOR PER515TENT ENERGY SAVINGS I/2"6YPst>Ft �' HaM WRAP OR " ENVELOPE6, r INSULATION LEVELS THAT MEET OR EXCEED THE 2004 9RG AND A MFAMN6FUL WAY TO DIFFERENTIATE ENERGY STAR QUALIFIED HONES FROM TH05E MEETING TAPED OR INTMIQB EXTERIQS � GRAVE RYwoot. JINTEERI 1:�IEBIQ6 �� BADE PLYwoOD' S� 5 COMPLETED THERMAL S(PASS INSPECTION CHECKLIST WINDOWS ENERGY STAR QUALIFIED WINDOWS OR Bl-ITER JOINTS IN EXTERIOR - _- MEGHANIGAL VENTILATION: z 10, 11, 12 SHEATHING (ADDITIONAL REQUIREMENTS FOR GZ2 AND GZ4) AUTOMATICALLY CONTROLLED MEGHANICAL VENTILATION SHALL BE INSTALLED TO MEET THE 2X4 EXTERIOR WALL WITH VINYL SIDING 2X6 EXTERIOR WALL O = o GAS(EF): 40 GAL = Obl bO GAL = 05-1 80 GAL = 053 FOLLOH%REIZIRIalffM FOR M16N AIR FLOW: FOR AIR 5EALMS REQ=4MT5-NOT TO SOME FOR AIR 5EALNS REpIIREIINTS-NOT TO 56ALE z 0 m p 0, w ~ S Q WATER HEATER ELECTRIC(EF): 40 CAL = 0.93 50 6AL = 0.92 80 6AL = 0.89 Q � :2 O p 13 ,14 TABLE M1507.33(U NY5 RES.CODE LLI Z O z Z � OIL OR GAS INTEGRATED WITH SPACE HEATING BOILER EXTERIOR SHEATHING A PERMANENT � o = Q U z � � 4 GONTINUOUS WHOLE-HOUbE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE RS;'iIIIRE ENT5 GLUED OR 6ASKETED A PER IG NEN SHALL BE w > I-' p w H LIGHTING AND FIVE OR MORE ENER6Y STAR QUALIFIED APPLIANCES,L16HT FIXTURES, For 51, I foot-0.0929 m2,I cubic foot mhute=0.0004119 m3/s. w ti O Z 15, Is e TO BOTTOM PLATE w O w z cn [L U APPLIANCES CEILING FANS EQUIPPED WITH LIGHTING FIXTURES AND/OR VENTILATION FANS COMPLETED BY THE EMEINT$ $OARD = I- w > O (D D w FLOOR AREA BUILDER OR REGISTERED ERAMIG TILE OR TUB SURROUND 1- w p m w O 9 U w I- Q ENERGY STAR G2UALIPIED HOMES NATIONAL BUILDER OPTION PACKAGE ( ua-e feet) DESIGN PROFE55IONAL Q 0 Q w w � z z w z cE NOTES: Nuhn of BEDROOMS AND POSTED ON A WALL = U7 0 w z w O w Airflow In GFM IN THE SPACE WHERE THE F- o z o U) 1-- =� � U = I. THI5 PROJECT 15 IN CLIMATE ZONE 4A,AS DETERMINED BY THE 2020 INTERNATIONAL RESIDENTIAL CODE O O w 4 w w Q � Q z w <I 45 b0 -5 90 FURNACE 15 LOCATED, A co c c co -j F- H In E- (IRC),F16L RE NI1012. -3,000 45 60 75 90 105 TUB SURROUND BEYOND W Q > � Q Q Nn U) :-- 1,501 O UTILITY ROOM OR AN L_ EL cr O z w z I 1- 2. COOLING EQUIPMENT SHALL BE 51ZED ACCORDING TO THE LATEST EDITIONS OF ACCA MANUALS J d 5, PGI - O O APPROVED LOCATION N I Q ui w Z w � 0 � > 1 015 05EXTERIOR SHEATHINGOF 5EAL) cc A5HRAE HANDBOOK OF FUNDAMENTALS OR AN EQUIVALENT PROCEDURE. MAXIMUM OVER51ZIN6 LIMIT 61001-11500 90 105 1 120 135 1 150 GLUED OR 6ASKETED INSIDE THE BUILDING. w 0- } a O z Uj O w = FOR AIR CONDITIONERS AND HEAT PUMPS 15 15AiSKSK. THE FOLLOWING OPERATING CONDITIONS SHAH BE > TO SILL PLATE INSULATED EXTERIOR oco o � w0 T w z U USED IN THE SIZING CALGULATION5 AND VERIFIED WHERE REVIEWED BY THE RATER: Sip WALL 2X BACKER BOARD z z w w rr w O L � OUTDOOR TEMPERATURES SHALL BE THE 99.OAi NO I1.0%DESIGN TEMPERATURES A5 PUBLISHED IN THE ASHRAE TABLE MI5013 SILPLATE INSTALLED BEfW�N STUIn I- < OILZILZUOVER 5111 GASKET : INTERMITTENT WHOLF-F10I)BE MECHANICAL VENTILATION RATE FACTORS(a,b) HANDBOOK OF FUNDAMENTALS FOR Tt�=HOM>=s LOCATION OR MOST REPRESENTATIVE CITY FOR WHICH RUN_1TMe f�tcENrASE IN EA:cH 4-Ha�x sEsr�Nr " DE516N TEMPERATURE DATA ARE AVAILABLE;INDOOR TEMPERATURES SHALL BE l5 F FOR COOLING AND 70 F �� 100% 1/2 WATERPROOF 6YP. ANDINe FOAM FOR HEATING;INFILTRATION RATE SHALL BE SELEGTED AS "TIGHT" OR THE EQUIVALENT TERM. IN 5PEGIFYIN6 BOARD TO INTERIOR \ ) )\ UNDER TUB EQUIPMENT,THE NEXT AVAILABLE SIZE MAY BE USED. IN ADDITION, INDOOR AND OUTDOOR GOIL5 SHALL BE NOTE: (6REEN BOARD) MATCHED IN ACCORDANCE WITH ARI STANDARDS. A.FOR VENTILATION SYSTEM RUN TIME VALVES BETWEEN TH05E 6PAR THE FACTORS ARE 3. HOMES WITH HEAT PUMPS IN CLIMATE ZONE 4 MUST HAVE AN H5PF%%U>%961)85,WHICH EXCEEDS THE PERMITTED TO BE DET13HNED BY INTERPOLATION. SHADED COMPONENTS ENERGY STAR MINIMUM OF 82 H5PF. IN HOMES WITH HEAT RUMPS THAT HAVE PROGRAMMABLE B.EXTRAPOLATION BEYOND THE TABLE 15 PROHIBITED. DESIGNATE AIR FLO LBATT INSULATION BETWEEN J015T5 THERMOSTATS. IN HOMES WITH HEAT PUMPS THAT HAVE PR06RAMMABLE THERMOSTATS,THE THERMOSTAT TABLE M1501.4 RETARDER SYSTEM CONTINUOUS SEALANT AT UNDER BATH TUB MUST HAVE 'ADAPTIVE RECOVERY" TECHNOLOGY TO PREVENT THE F_XGE551VE USE OF ELECTRIC BACK-UP MINIMUM REWIRED LOCAL EXHAUST RATES FOR ONE-AND TW0-FAMILY LOCATIONS INDICATED HEATING, DWELR 65 2" R1610 INSULATION BOARD 4. DUCTS MUST BE SEALED AND TESTED TO BE%%U<%%U 4 CFM TO OUTDOORS/ 100 5.F.OF CONDITIONED For 51: 1 cubic foot per mhute=0.0004719 m3/s. - - - - - - AT RIM J015T5 FLOOR AREA A5 DETERMINED AND 00=IENTED BY A CERTIFIED RATER U51NG A APPROVED OR AREA TO BE EXKg6lm E*IAUST RATES EQUIVALENT ASTM-APPROVED TESTING PROTOCOL. DUCT LEAKAGE TESTING CAN BE WAIVED IF ALL DUCTS Kitchff s 100 cfm htermTttent or 25 cfm wnthuoirs AND AIR HANDLING EQUIPMENT ARE LOCATED IN CONDITIONED SPACE(Ie.WITHIN THE HOME'S AIR AND Bathrooms-Tolle Rooms Mechwlcal ehant ocfm y of 50 cfm AIR BARRIER DETAILS & NOTES THERMAL BARRIERS) AND THE ENVELOPE LEAKAGE HAS BEEN TESTED TO BE<3 ACH50 OR ( 025 GFM 50 htermltt«it or 20 cfm conthuous BATHTUB SURROUND INSULATION DETAIL (� ✓NEVA ffc9mkY6l4i2EQUIRE LOCATING DUGT5 WITHIN THE HOME's CONDITIONED SPACE NOTES: SCALE: N.T.5. W (i.e. INSIDE THE AIR AND THERMAL BARRIERS) AND USING A MINIMUM OF R-4 INSULATION FOR DUCTS o INSIDE THE CONDITIONED SPACE TO PREVENT CONDENSATION. FOR HOMES WITH EXHAUST ONLY MEGHANICAL VENTILATION SYSTEMS,VENTILATION FANS SHALL BE b. ENVELOPE LEAKAGE MUST BE DE.T_!RMINED BY A RE5NET-GERTIFIED RATER U5145 A RE5NET-APPROVED ENERGY STAR LABELED OER&Y RECOVERY VENTILATORS AND REMOTE-/ IN-LINE FANS ARE EXEMPT) TESTING PROTOCOL. THE VENTILATION SYSTEM SHALL BE INSTALLED TO OPERATE AUTOMATICALLY WITHOUT OCCUPANT 7. TO ENSURE GON515TENT EXCHANGE OF INDOOR AIR,WHOLE-HOI15E MECHANICAL VENTILATION 15 INTERVENTION. HOWEVER,A READILY ACCESSIBLE CONTROL SHALL BE PROVIDED TO THE OCCUPANT. "J 2 RECOMMENDED BUT NOT REQUIRED. EXAMPLES OF COMMONLY AVAILABLEz CONTROLS ARE PROVIDED IN THE SAMPLE VENTILATION GUT SHEET. 8. INSULATION LEVELS OF A HOME MUST MEET OR EXLEED SECTION N1102 OF THE 2015 IRC.THESE SECTIONS PROVISIONS SHALL BE MADE TO ENSURE SUFFICIENT MAKE-UP AIR 15 PROVIDED TO THE BUILDING R-IS 3" RIGID INSULATION. SEAL ALL J ALLOW FOR COMPLIANCE OT BE DETERMINED BY MEETING PRESCRIPTIVE INSULATION REQUIREMENTS BY USING WHENEVER AIR 15 EXHAUSTED IN ACGORDANGE WITH THE REQUIREMENTS OF CHAPTER I'1 OF THE SEAMS AROUND RIGID INSULATION a U-FACTOR ALTERNATIVES,OR BY U51NG A TOTAL UA ALTERNATIVE. THESE SECTIONS AL50 PROVIDE RESIDENTIAL CODE OF NEW YORK STATE OR CHAPTER l OF THE MECHANICAL CODE OF NEW YORK STATE. WITH SPRAY FOAM GUIDANCE AND EXCEPTIONS THAT MAY BE USED. HOWEVER,NOTE THAT THE U-FACTOR FOR 5TEEL-FRAME ELEGTRIGAL kwh 5AVINC5: (500 kWh 5AVINCS MINIMUM) M ENVELOPE A55EM13LIES ADDRESSED IN SECTION N1102 SHALL 13E CALCULATED U5149 THE ASHRAE ZONE A) ELECTRICAL SAVING LEVELS CAN BE ACHIEVED 13Y INSTALLING A MIXTURE OF COMPACT FLUORESCENT W METHOD OR A METHOD PROVIDING EQUIVALENT RESULTS AND NOT A 5ERIE5-PARALLEL PATH CALCULATION LAMPS,FLUORESCENT L16HTINO FIXTURE,EFFICIENT APPLIANCES,CEILING FANS EQUIPPED WITH EFFICIENT METHOD AS 15 STATED IN THE CODE. ADDITIONALLY,SECTION N1102,WHICH ALLOWS FOR THE REDUCTION OFLIGHTING FIXTURES AND FURNACE OR AIR HANDLER EQUIPPID WITH VARIABLE SPEED EGM MOTORS. GEILIN6 INSULATION IN SPACE CONSTRAINED ROOF/GEILIN6 ED ASSEMBLIES SHALL BE LIMITTO 500 S.F.OR B) ALL LIGHTING,APPLIANCES,CEILING FANS EQUIPPED WITH EFFICIENT LIGHTING FIXTURES AND BATT INSULATION 20%%% OF CEILING AREA,WHIGHEI/ER IS LESS. IN ALL GASES INSULATION SHALL BE INSPECTED TO GRADE I CONTINUOUS CAULK OR SPRAY FOAM w INSTALLATION A5 DEFINED IN THE RESNET STANDARDS BY A RE5NET-CERTIFIED RATER,WITH THE FOLLOWING VENTILATION FANS SHALL HAVE THE THE R6Y STAR" LABEL. BETWEEN GEILIN6 AIR SEAL THE TOP OF ALL INTERIOR �I EXLEPTION5: GTU ) ENERGY STAR LABELED LIGHTING FIXTURES AND LAMPS(GFLs) SHALL BE INSTALLED IN HIGH USAGE SEALANT AT ALL TOP P1ATE5 AND JOISTS SEE SECTIONS WALL5/ATTI6 INTERSECTIONS FULLY I. RIM/BAND J015T5-THE INTERIOR -EATHIN6/EI-L05URE MATERIAL 15 OPTIONAL IN ALL CLIMATE ZONES, AREA IN ORDER TO COUNT TOWARDS THE REQUIREMENTS(i.e.PRIMARY LIVIN6 SPACE, INCLUDING FINISHED SILL PLATES 51WITH SPRAY FOAM. SEAL ALL PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS. BASEMENTS,WALK-IN CLOSETS AND OUTDOOR LIGHTING. EXCLUDE CLOSETS, 6ARA6ES AND UNFINISHED ELECTRICAL, PLUMBING, ETC. II. WALL INSULATION-THE INTERIOR%EATHING/ENGL05URE MATE=RIAL 15 OPTIONAL IN CLIMATE ZONES 1-3 BASEMENT) PENETRATIONS INTO ATTIC PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS. p) LIGHTING,APPLIANCES AND FURNACE OR HANDLER VARIABLE SPEED EGM MOTORS WILL BE CREDITED WITH _ III. SEALED,UNVENTED ATTIG/ROOF ASSEMBLIES-THE INTERIOR 5FEATHING/ENGLO5URE MATERIAL I5 D) SAVINGS ACCORDING A THE TABLE BELOW: OPTIONAL IN CLIMATE ZONES 1-3,PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS, INCLUDING FULL CONTACT WITH THE EXTERIOR(ROOF)SHEATHING. LABELED L56HTIN6 ENERGY STAR LABELED APPLIANCES I MOTORS TOP PLATE U N. FLOOR INSULATION OVER UNCONDITIONED BASEMENTS OR ENCLOSED CRAWL SPACES,EITHER VENTED OR (INGLUDIN6 LI6IITIN6 IN GLC.FANS) CONTINUOUS CAULK OR SPRAY FO UNVENTED,NEED NOT BE ENCLOSED(THOUGH FLOOR INSULATION OVER AMBIENT CONDITIONS DOES) NOTE THAT THE FENESTRATION REQUIREMENTS OF THE 2015 IRC DO NOT APPLY TO THE FENESTRATION ENERGY STAR ENER6Y 5T ENERGY STAR ENER6Y STAR Y 5T ENERGY STAR IN ALL SEAMS OF 506FLOOR TO LABELED IABD LAB Jn? LABELED LABELED LABELED CREATE AN AIR SEAL FROM FIRST 1/2" GYPSUM WALLBOARD REQUIREMENTS OF THE NATIONAL BUILDER OPTION PACKAGE. THEREFORE IF UA CALCULATIONS ARE a° z FLOOR TO BASEMENT PERFORMED,THEY MUST USE THE IRC REQUIREMENTS(WITH THE EXCEPTION OF FENESTRATION) PLUS THE LAMPS ( FIXTURES I6ERAr FREEZER Dlsf+YJ?SHER CLOTHES WASHER kwh PER AIR BASED CFL "BULBS") HANDLING UNIT FENESTRATION REQUIREMENTS CONTAINED IN THE NATIONAL BOP. FOR MORE INFORMATION,REFER TO THE � �/ 2X4 WOOD STUD "CODES AND STANDARDS INFORMATION" DOCUMENT. � So 'EACH -I5 kwh EACH loo kwh EACH 50 kwh EACH 50 kwh E AGH i5 kwh E AGH 0 ''° / / n Ln o 9. THE THERMAL BYPASS INSPECTION CHECKLIST MUST BE COMPLETED FOR HOMES TO EARN THE ENERGY ^ SW�II HW I. THE TERM ENERGY STAR LABELED APPLIANCE DOES NOT INCLUDE HVAC EQUIPMENT AS USED FOR THE PURPOSE / / / ►-il r- v STAR LABEL. THE CHECKLIST REQUIRES VISUAL INSPECTION OF FRAMING AREAS WHERE AIR BARRIERS ARE OF THI5 PROGRAM (2) 2Xb AGO SILL PLATE WITH COMMONLY M155M AND INSPECTION OF INSULATION TO ENSURE PROPER AL16WENT WITH AIR BARRIERS,THUS CONTINUOUS ALUMINUM TERMITE a SERVING AS AN EXTRA CHECK THAT THE AIR AND THERMAL BARRIERS ARE CONTINUOUS AND COMPLETE. 2. A MAXIMUM OF b LAMPS WILL GOUNT TOWARDS kWh SAVINGS. SHIELD AND SILL SEAL INSULATION 07 AIR Q Z a� V J I-1 N ,,,hhh"'111111 V +, AIR SEALING AT SILL PLATE AIR SEALING AT INTERIOR WALLS/ATTIC U r1 ON ON SCALE: N.T.5. SCALE: N.T.S. R-15 3" RIGID INSULATION. SEAL ALL Z SEAMS AROUND R161D INSULATION WITH SPRAY FOAM CONTINUOUS CAULK OR SPRAY FOAM CONTINUOUS CAULK OR SPRAY FOAM IN ALL SEAMS OF SUBFLOOR TO SEALANT AT ALL TOP PLATES AND CREATE AN AIR SEAL FROM FIRST SILL PLATES FLOOR TO BASEMENT B AIR SEALING AT FLOOR TO FLOOR AIR SEALING AT BASEMENT TO FIRST FLOOR 50ALE: N.T.S. SCALE: N.T.5. INTERMEDIATE BEARING TJIe/Pro,100TS JOISTS ALLOWABLE HOLES - TJI® Joists J 9y"and 11%" see tow --I JOIST DETAIL: Load bearing or shear wall above NO LOAD BEARING WALL ABOVE 1/ � cr) C9 N (must stack over wall below) I---i see tyle o O Web stiffeners reTired N a TimberStrande LSL For information an lateral each side at B3W Blacking paiels Load from above 1�.. flange `M Blockingload capacities, refer to Blocking panel may be req red with 3 0 Z N shear walls above or /"Performance O panel current Trus Joist rim 2x4 minimum " Plus®web,typical Maintain adequate � �] board literature. slash blocks Belau-See detail 6l / V. distance from bearings Q -~ For rectmpular holes, g p p A d¢'kte ton 2 x D2 D2 use meawrarlent of TJI®/ProTM 120TS JOISTS be art DI minimum largest side V," 9y",11XV and 14" h web (also opplks BI BIW !(6 3 „ to V �) Do not cut holes "= 2X4 mi imum 1Y4" larger than 1%"in We stiffeners cantilever p m ash blocks 1 TimberStrand®LSL TJI®rim joist Trus Joist rec�lired each side Y flange Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole y rim board at BIW and B2W For other load conditions or hole configurations not included in this chart,refer to TJ-Beam®software or Cut holes with care and O p 'm Use 2x4 minimum sWa5h blocks contact your Trus joist representative. in the joist web only Z CC AI A2 Must have 13/4"minimum joist A3 Must have 1% minimum joist B2 B2W B3 B3W CS to transfer load from above to cn � as bearing at ends O O bearing late below JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Q M > O bearing at ends O 9 P Tile/ m O g g Attach reinforcement to DEPTH 2•• 3" 4'• 5" 6Y4" 7" 8%" 9•' 10%4" 12" 2" 3" 4" 5" 6yy" 7" 8%" 9" 10Y4" 12" � CC Nail Trus Joist rim TJI®/Pro""130 JOISTS 00 v 0-0" length of TJI® 01st to and bottom Pro-100TS 1•-6" 2'-0" 2'-6" 3'-6" 6-6" T-6" 2'-6" 3'-6" 6-0" 6'-0" N " board t0 blocking with p " 9Y",11 a",14"and 16" Pro-120TS 2'-0" 2'-6" 3'-6" 4'-6" 6'-6" 2'-0" 3'-0" 4'-0•' 6'-0" 6'-6" 4-0 length of joist reinforcement flanges with one 8d (2Y ) 5 9y" Pro-130 2•-0" Z-6" T-6" 4'-6" 7'-0" 2'-0" 3'-0" 4'-0" 6'-0" T-0" f 1 I I Web stiffeners " " and filler block. Use 8' diameter maximum hole for connections eglJivalent common nail at each Nail through 2x_, wood backer and 2/,s" r fired each 8 diameter maximum hole for Y reinforcement 8" diameter maximum hole for I n " to decking schedule cornier TJI® joist web with 2 rows 10d Pro-150 2'-0" 3'-0" 3'-s" 5'-0" s'-s" 2'-0" 3'-0" a'-0" s'-o" s'-s" IIS" - 2o" joists 6" diameter on one side at E2, IIS" - 16" joists; 6' diameter 4-0 Length with � 1139' - 16' joists; 6" diameter Attach reinforcement to 1/" TimberStrand®LSL Pro-260 2'-0" T-6" a'-6" 6-6" 7'-0" T-0" S-6" 6-6" 6'-6" T-0" side at EIW (3") cornrrtan nails at 6" Pro-350 1'-6" 3'-s" 5'-0" 6'-6" 7'-0" 1'-6" 3'-6" 5'-0" 6'-6" 7'-0" maximum for OY joists or for both sides at E3 maximum for �" joists or for and II/g TJI joists. maximum for 42 joists or for joist top and bottom flanges Blocking or Microllam®LVL •�ldO n n N Blocking panel between each g on-center, clinched. Use flan a Pro-100TS 1'-0" 1•-6" 2'-0" 2'-6" 3'-0" 3'-6" 6'-0" 1'-6" Z-0" S-0" 4'-0" 6'-6" 7'-0" 8'-6" blocking panels less than 12 blocking is less than 12' blocking panels less than 12 with one 8d (V ) Common joist. Nail t0 late with panel II g ro-12OTS T-0" 2'-0" 2'-6" 3'-6" 4'-6" 5'-0" 8'-0" 1'-6" 2'-6" 3'-6" 5'-0" T-6" 8'-0" 9'-0" 9 .IP P 16d (3V ) nails with 1178.. 't 1 Do not cut fl 5. Y)QIl at each corTler Pro-130 1'-6" 2'-0" 2'-6" 3'-6" 4'-0" 5'-0" B'-0" 2'-0" 3'-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-6" Q` tong. o not cut l s. tang. Do not cut flanges. connections ivalent to ® ,n V ang• � � TJI /Pro 550 joists. Pro-150 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-6" 8'-6" 1'-0" 2'-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-0" �.,,.} P 3/ deck) schedule. Pro-250 1'-0" 1'-6" 2'-6" 4'-0" 5'-6" 6'-6" 9'-0" 1'-0" Z-0" 4'-0" 6-6" 8'-0" 8'-6" 9'-6" ~ y Attach reinforcement to Attach TJI®joist 12" length of �4' �N " Pro-350 1'-6" 2'-6" 3'-6" 5'-0" 6'-6" T-6" 9'-6" 1'-6" T-0" 4'-6" 6'-0" 8'-6" 9'-0" 9'-6" ¢ c L � tL joist top and bottom reinforcement on 12 length Of Y TJI®/ProTM'150 JOISTS Pro-550 T-6" 2'-6" 4'-0" 6-0" 7'-0" 8'-0" 10'-6" 3'-6" 5•-0" s'-0" T-6" 9'-6" LE 10'-6" Cal ,y P O 0 reinforcement to joist ro reinforcement on y, TM 120TS 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 5'-0" 5'-6" 8'-6" 1'-0" 2'-0" 3'-0" 4'-0" 6'-0" 7'-6" 9'-6" 10'-0" 11'-6" y oneside at E5, sy2'and 11 a 14 ;roTM 130 1'-0" 1'-0" 1'-6" 2'-0" 3'-0" 3'-6" 5'-0" 5'-6" 8'-s" 1'-0" 2'-0" T-0" 4'-0" 6'-0" 7'-6" 10'-0" 10'-0" 11'-6" flanges with 8d (r2 web with 3 rows 10d one side at E7 True, Joist rim common nails at 6' on- n " both sides at E6 I 1 Pro-250 1'-0" T-0" T-0•' 1'-0" 3'-0" 4'-0" 6'-6" 7'-0" 10'-0" 1•-0" T-0" 2•-0" 4'-6" T-0" 8'-6" 10'-6" 10'-6" 12'-0" S 4` r (3 ) common nails at 6 e Y" board closure center. When reinforcing _J both sides at E8 �,p Pro-350 T-0" T-0" T-0" 2'-6" 4'-0" S-0" 7•-6" 8'-0" 11'-0" T-0" T-0" 3'-0" 5'-0" 7'-6" 9'-0" 10'-6" 11•-0" 12'-0" s' Cj g on- center, clinched. Use WOOd Q ``'1 1Y" icrollarn®LVL Pro-550 1•-0" 1'-0" 2'-0" 3'-6" - - 6'-6" 8'-6" 9'-0" 12'-0" Z-6" 4'-0" 5'-6" T-0" 9'-0•' 10'_0" both $ides, stagger nails ��+ 2 rows with � and backer �Q,S ani\ eta 5 d�`l flange Prow 130 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0" 5'-6" T-6" 1'-0" 1'-0" 2'-6" T-6" 5'-0" 6'-0" 10'-6" 10'-6" 12'-0" 13'-0" .\�\\`3� t0 MOId splitting. 117/' TJI �015t5. II n ><\(�' � \� �t 16" Pro-250 1'_0" 1'_0" 1•_0„ 1,_0" 1'_0" 1'_0" 3'_6" 4,_0" T_0" 9'_6" 1'_0" 1'_0" 1.0•• 2'_0" 5'_0" T-0" 11.0" 11'_0" 12,_0" 13'_6„ OZ W Face grain �l 5 maximum 5 maximum et Pro-350 1'-0" 1'-0" 1'-0" T-0" 1'-0" 2'-6" 5'-0" 5'-6" 8'-6" 10'-6" T-0" T-0" 1•-0" 3'-6" 6'-0" T_6" 11'-6" 11'-6" 12'-6" 13'-6" I- �.' 0 horizontal tt`� y�\'�\ r l \`� Pro-550 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-6" T-0" T-6" 10'-0" 12'-0" T-0" Z-6" 4'-6" 6'-0" 8'-6" 9'-6" 13'-0" 13'-0" 14'-0" 15-4-1 Z 0 W 0 Q EI EIW E2 E3 E4 E5 E6 O E8 FI �` Q m OO 0 Not for use with TJI®/Pro 550joist O O 2 a s s" 10" 12 1a'/," 1s%4" 2" a" s" a" 10" 12" 14Y4" 16/" _3 o g O z j Pro-350 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 7'-6" 13'_0" 1'-0" 1'-0" 3'-0" 8'-0" 13'_0" 15'_0,• 17'-6" � Q U l" 0 (� TJI®!ProTM 250 JOISTS 18.. Pro-550 1'-0" 1'-0" 1'-0" 3'-6" 6'-6" 10'-0" 15'-0" T-0" 2'-0" 6'-6" 10'-6" 14'-6" 16'-0" 18'-0" W � O W Z- 0 } () tZ WEB STIFFENER ATTACHMENT 9Y2",1178",14"and 16" 20" Pro-350 r-0" r-0" r-0" r-0" 2'-s" s'-0" 10'-6" 14'-6" 1'-0" r-o" r-0" s'-0" 11'-6" 1s'-o" 1T-s" 19'-6" _ 0 W W > O O � � Filler block: Nail with ten 1�•• Pro- 1'-0" 1'-0" 1•-0" 1'-0" 3'-6" T-0" 12'-0" 16'-0" 1'-0" T-0" 4'-0" 9'-0" 14'-0' 17'-0" 18'-6" 19'-6" �W 0 m W 0 Z O Z 1-- Q l0d (3") box nails EXTERIOR DECK ATTACHMENT " minimum Leave at top and bottom of hole. DO NOT cut joist flanges. Q ?Q w a w Z (r Apply subfloor tion #1: 1y' Microllame LVL a Chart is based on uniform load tables in current design literature. = Z O �I- w w () W clinched. Use ten 16d Structural exterior pp y y n 2Y maximum flan e g ~ o o o w Q Q Q_ adhesive to all ® I'1 g • For simple an 5 foot minimum uniform) loaded joists not requiring commercial concentrated loads,one maximum size round hole may be U) X � --I I_ I- m 1- O O (3�2 ) box nails from each soh; TJI Joist blocking with p p ( ) y j • q g y w Q Web stiffeners rec�Jired if side witlf TJI sheathing 550 contact surfaces end blocks installed at Three 8d (�') box nails, located at the center of the joist span provided no other holes occur in the joist. E 0- Er O Z _ m Z 1-- sides of hanger do not oists. Use 15 nails with Flush bearin late 2" minimum laterally support at least n n Backer block: Install g p N joist span clinched Cl: Cr Y len w ac 1= m > � I-"W W Z0 YOY 5 n - w � � CO OZOM Y80 ® . 18 and't -f r1J1 /Pro 550 t; ht to to f t respired. Maximum Y X0,5 � locations usi p (Three 16d (3v ) box nails TM ALLOWABLE HOLES Beams and Headers 0 w CO } W � } W } w � N Diameter'of the largest hole (minimun) U) 0 O = w 3 Z Y of TJI ,foist top g p fl joist . (tight to bottom flange overhang permitted at � `M � t<` two 8d (2Y ly' at CJI /I�'o 550) TJI®/Pro 350 JOISTS S�LLII Q1� beam. 2 minimum box Halls 2= 9Y",11%",14",16", I=- 5 Q O Z CE Z with face mount r Web stiffener each side. 18"and 20" A depth hangers). Attach with y• Flashing typical See Sizes below. 2%s' ten l0d (3") box nails, ', tion o o p Allowed Note Zane O O Top flange 2x_ strapping installed at y depth o 0 clinched when possible. Treated 2x_ Tight fit W WEB STIFFENER SIZE 1Y" Microllame LVL r ledger Y2' diameter �3 joist span locations using M I 5 I flange Face mount Backer block lag bolt Trus Joist ion #3• two 2Y screws per joist lye k2 x 2/Ib minimum A spa, Allowed Hole Zone y spa hanger (both sides of rim board directly applied ceiling 15/4' %' x 2%' minimum Cut only round holes and web with single 2%0 IN x 25416' minimum Tile/Pro,550 JOISTS ROUND HOLE CHART GENERAL NOTES only in the center of beam Tile joists When specified on the layout, j N II 117e",14",16",18"and 20" BEAM DEPTH MAXIMUM ROUND • Allowed hole zone is suitable for uniformly loaded beams only. Hanger height must be a Allowable load is 325 lbs ) PBI one or more of the three bracing W 3y 2x4 HOLE SIZE y Nl g g o N2 N3 LA Imo' minimum of 60% of joist depth O O diameter l bolt options shown must be installed 2 3 " 43 " 1" O y s No rectangular holes. j p � 5y" 1%a" L y„r flange lam®LVL 1 • No holes in cantilevers. BEAM and COLUMN DETA S L flange �Ya"t020" 2" p See illustration for Allowed Hole Zone BEARING FOR DOOR BEAM TO BEAM %s"Performance Plus®web BEARING AT WALL OR WINDOW HEADER CONNECTION Trus Joist rim board Strap per code if top TJI®JOIST ATTACHMENT AT BEARING HANGER BACKER BLOCK SIZES or blocking for lateral plate is not continuous Trus Joist ran hood • TJIe/Pro- 100TS,120TS,150 and 250 joists:%8' support over header Blocking panel Safety strut lines (1x4 • TJI®/Pro^^130 and 350 joists:1"net Typical . �.,, . System minorum) d 6' o.c. • TJI®/Pro^^550 joists:2x EI Fasten d each joist with 1 2x- two 8d (2142') rials minimum (see WARNING). Drive Waits ata I " minimum end 3k+ minimumDOUBLE TJIQJOIST FILLER SIZES ®J Top fla"ige angle at least W bearing for single-family intermediate • TJIe/ProTM 150 joists:1y"net O Face mount from ad applications, 2Y4' for bearing, V4' may multi-family and fight be respired for • TJIe/Pro-100TS,120TS and 250joists:2x- 7 hanger N2 carrner ie l applications mactmum capacity Column '""'y" Al To bearing plate • TJI®/ProTM 130 and 350 joists:2x +y"sheathing R'm bard jobt TJIe joists at bearing:One 8d(2y")box nail each side LI L2 O See current Trus Joist O E2 between joists TJIB blocking panels ornm joist:10d(3")box nails at 6"on-center • TJIe/Pro, 550 jousts: Two 2x_ literature for framing connectors Shear transfer.Connections equivelent to decking nail schedule 3 Rim to TJI@ moist • 18"or 20"TJIe/Pro-350 joists: 2x12+y"sheathing CONNECTION OF MULTIPLE 1%"width or less rim board or rim joist:Two 10d(3")box nails,one • 18"or 20"TJIe/Pro,550 joists: Two 2x12 each side at top and bottom flange joist:Two 16d(3Y2")box nails,one each BEARING AT BEARING AT PIECES OF TOP-LOADED BEAMS TJ1@1Pro- 130 and 350 rim j� U 7 l CONCRETE WALL COLUMN 1 4at top and bottom flange"Width Pieces: '• . `'° TJIe/Pro- 550 rim joist:Toenail joist to rim joist with one 10d(3")box n n nail,each side of joist to flange • Minimum of 2 rows 16d (3V ) nails at 12 J pW Z TJI®rim joist 2x4 squash blocks:Two 10d(3")box nails,one each side at top and •F1(nimum of 3 rows 16d (3►2') nails at 12" °..., Trus Joist bottom flange VerifyParallamO PSL or o.c. for 14' and deeper beams , r,.... a � , . � rim bOQ� BEAM ATTACHMENT AT BEARING i TimberStrand® LSL column • Nailed connections re Aire an additional row of O Trus Joist ran, board / capacity and beam nails when nail size is smaller than specified Q a Z � bearing length, above (minimum 0.131" x 3.25One 10d3'') BI LI ( ) box nail 1/2'Width Pieces: Trus Joist �° NI each side of member at See current 3 bearing, I minimum / fr'am end V M literature. • Minimum of 2 rows yM bolts 82 Q � Z at 24" o.c. staggered 20 O R;A Drive at an angle A 'j to minanize IV minorum a y Additional nailing or bolting may be splitting of plate end bearing H Protect wood from direct L5 L6 required with side-loaded multiple member ") intact with concrete O O beams. Refer to current product literature. O DAting sts Use B1 or B2 at `•:*x. O co p �Ja B4 with btock'ng intermediate bearings U ELEVATED ;mets BEAM ON COLUMN BASE COLUMN BASE End of joists with load bearing wall COLUMN CAP d centerline from above Optional of support wall Br non-shrink aced end - see rote 3 under' grout WARNING ISI •T'' ' DO NOT bevel cut joist DO NOT use sawn Beam seat cuts must e beyond inside face of lumber for rim board or be within wall ° wall blocking.Sawn lumber may shrink after / installation. PI O P3 •' 'a , ° Deck Ledger O ° Attachment •,'' o ° al sheathing TIPSFASTENING OF SHEATHING WARNING Guidelines For Closest On-Center S akin pe Ftow • Subfloor adhesive will improve floor performance,but O Joists are unstable until braced laterally TJIe/Pro TM Trus Joist rim board TimberStrand® may not be required. O ® LSL araami ll Mi 100TS 120TS 350 croamPlle Bracing Nail Size O g Includes: LVL 1" 1y" PSL •When joists are doubled at non-load bearing parallel Protect wood • Blocking • Sheathing 150,250 130 550 1y"or wider J . . 9 P ° �A�Bi-E �-� Hangers • Rim Board partitions,space joists apart the width of the wall for from d'ireet gers 8d(2Y2')common 3Y" 2" 2" 3" 6" 4" 3" 3" HO DO NOT allow workers • Strut Lines • Rim Joist DO NOT stack building plumbing or HVAC. contact with ° ... 10d(3")common I 4Y" 3" 3" 4" 6" 4" 4" 4" concrete to walk on joists until materials on unsheathed • Additional joist at plumbing drop(see detail). braced. WARNING NOTES: joists. 16d(%")common N.A. N.A.1) 4" 8" 6"(2) 6"(3) 6" 6" (1)Can be reduced to 4"on-center with maximum nail penetration of(1Y8"into the narrow edge). (2)Can be reduced to 5"on-center with maximum nail penetration of(1Y8"into the narrow edge). � Lack of proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed,accidents will be avoided. (3)Can be reduced to 3"on-center with maximum nail penetration of(1y�"into the narrow edge). Additional Shift joist • Recommended nailing is 12"on-center in field and 6"on-center along sheathing .foist II Bea'ag plate to be TM 1. Install all blocking,hangers,rim boards and rim joists at TJlejoist end supports. edge.Nailing requirements on engineered drawings supersede recommendations. I' flush with aside face of A Weyerhaeuser Business (� I wall or beam 2. Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. • Nailing rows must be offset at least y"and staggered. • Squash blocks and blocking panels carry stacked vertical 3. Safety strut lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area. • 14 ga,staples may be substituted for 8d( loads(details B1 and B2).Packing out the web of a TJIe")nails if minimum penetration of 1" into the TJI®joist or rim board is achieved. joist(with web stiffeners)is not a substitute for squash 4. Sheathing must be properly nailed to each TJIe joist before additional loads can be placed on the system. blocks or blocking panels. • Farthest On-Center Spacing per Row 5. Ends of cantilevers require strut lines on both the top and bottom flanges. QQ •For joist widths l Y4"or less: 18"on-center This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide which should be referenced for additional information. 6. TJI®1 � flanges es must remain straight within y" from true alignment. 2fS 0 For joist widths greater than 1 Y4": 24"on-center