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HomeMy WebLinkAbout49316-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 3 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 #: 49316 Data: 5/30/2023 Permission is hereby granted to-- Hagerman, o;Hagerman, Ellen PO BOX 278 Mattituck, NY 11952 To: demolish (aa per Town Code definition) and reconstruct a single-family dwelling as applied for. At premises located at: 6980 New Suffolk Ave, Mattituck SCTM # 473889 Sec/B I cc k/Lot # 115.-16-27 Pursuant to application dated 3/21/2023 and approved by the Building Inspector. To expire on 11/28/2024. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATIC)N $1,497.60 CO - NEW DWELLINCz $50.00 Total: $1,547.60 ........................................../-, — Building Inspector ja% Town FFal1 Annex 54375 Main Road P_ d_ Box 1 179 Southold, l`FY 1 1 971-0959 _ Telephoale (631]l 765-18Q2 F€ (631)� X65-95Q2 s llw o Dao dtow _goer s APPUCATICHM FQR BUMOINO PER iT _For jOrWiceUse.Only L ! PFRKAI WrI FiexeEri:rco Eec n�:a-z�.r• " .« -- -<< MAR 2 2023 Ap-p1ic ti s arm ftarm&must bia filit-ad -in tier tl eW_ isr€X3rra fe z 1 N ;z Pis I + 1►t _ terra €en O'Ir INER(S)OP P41t].iRERTr Y: Project Address: ' .. - 1 � Mailing Address: Name: P�- Mailing Ad€ r s: Phorie#: IEmaik Mailing Address: Phone#: Email: �. a -- n�an,a- Mailing Ad€Ir-ess: QESCRIP'T14014,6i 71 POSED D New Structure>QfAkdcrition LDAtteration t]Repair 1=i[3emolition Estimated Cost of Project: E]Other $ Will the tot be re-graded? QYes ria Witt excess fitl be removed from premises? es =No PflQPERTY 1!\FFQFtI�IQTi�l4 Existing use of property: �� �'�i X I intended use of property: i 1 kb5-- �vi� Zone or use district i which premises is situated: Are there any covenants d restrictions with✓respect to t sc r�rr�rsar .r7 �3Y�Y.. w YES, PROv-IE-E A co L�Y ®ck$40W Afte=r Reading: The professional is reslaonsilale for all draSnaaa and storm waxer l"u"as pro%4de4 by aal�?e �3ffa aF lite"vwn Cob"- for tb* iCA? iS fi Y fries to a3yw Ss i/din8'}gParTr++ca+t far"ilia isseiance.sf a issrllding `remit pt arft ea ilse$u7ld4ng2arta ia +r and.Mg[�latibrss eyed!o admR 'eta i � "" rr arra _�_�:� as a CEass/4snfstfem�an���•srt tQ 5�ri€urt�ssi�rS of the iiiew YorteSfa'te € ..:.. Application Submitted By[Print naiq _ Auvhorized Agent IJOwner Signature of Applicant: = __ bate: f STATE 1C7f NEW Yt)RK) COUNTYOF ) ,� ..... da o nd _ ih., .�.. , �..r:.v���. ..... �.��:� ... Lam,. uYt=' (Name of individual signing contract) above named, (S)he is the f (Cc3,rrtractctr, Agent, Corporate Officer, etc.) of said ow-nar or nw.ne-s, and is duly authorized to perform or have performed the said work and to make and file this application;that ail statemants ciontainerJ in this apphcaticPn are true to the best arf his/her kncn iedge and belief:a3nri that the wcarlc will tte performed in the Manner set forth in the-applicatiora file therewith. Sworn before me this day of N SETH G®.e= OgteFy pubifc-State of New York N®, 016^6427783 PRC3PERTIY C3WNER AUTHORIZATtC3N My commissi�Expiras Jan Suffolk County 026 (Where the applicant is not the owner) residing at 1 W ��✓� A do hereby authorize to apply on my hL half to the Towrt csf Southoid Building De-partment fesr approval as described herein_ Owner's Signature Date Print t0wner's Name z �ui€e�ffri� Q�eQ�r-t�nerat Aontic�atiore (Where the Applicant is not the C>Wrter) vosillinly- at (Print property Owner's U.1mc) kMaiii.ng Address) IN lbw ( do h�5bry aulhoxizzc ,� � tc► an�siv cin trey le�FtaEftc� t€te Scsuthcsld l mlding Urcpa "=oiat_ .= -s --3,.Faiu.ALj ( vicrj (Print Owner's Name) fir.QHS ?i p 6_ ^.-C t SAY V1LLE, N.Y. 1 1782 TEL: 631-244-9338 �tS ia,Wit: _ 2-0x2- Town of Southotd Building Department Town Hall Annex S-1375 Nlm;n Rnntl F3L-B '! 79 sofuttuAd N-Y, 1-1 it Ref: Hagerman fResidence Attn: Building Department/Amanda Nunemaker .i' .!".e'S, . i-O'caii-On is in adequa#e 7condition and is caaair^ie of auppo: in_gg a Z �badYIiOM -resida3 ice_ If you have any questions please don't hesitate to contact me. Charles J €3rudi RA `` ffim 71 Hrook Lane �' Invoice# smmville,NY 11782 _.__ .. ts� 5 1 ll-2 LD23 a 3 3 a (4531)-3,57-21 (516)790-55--,4 cell Z 6111 Ta Alp Hagerman O 1;.-x v 09 1VFat�tucTsc_?>.1� 1 tag � A 13.C1tea= � T Quantity IJescriplion Rats Amount g-o�� .3=iaV�lc�e�lt=Ave @c�tattatencl�l�� 1 E Yom- 4 Am.Ott-time o€inspec fLon-an$fZG/202a ove inspected the SePtic sYsicTa- it con1isted of a 1400 gallon septic tank in good condition and in working order- -included rderincluded 1 8x12 leaching.cesspool also in p_aod condition and in working order. _ Th-cw 1Mw .a..+.•.a-c Vfmw am Cosa the uararn_�r _ Suffolk County License#I-W-37645 1 � � � r i 1 _ S0.00 I Town Hall Annox ��, _ Telephnna(631) 765-1802 A T ';=Mar- i4r3aa l Fix(iff-4 1) 76 7 S5O2 -117 Sues hCAd. N'v -111971-0959 Qts $. @ it NQY jtTiL f- -i -Qf= TRU T_YPE CQMSTRtO-N,-P AGIKEeRED -- �_w Location of FOroparty: P!oaase take t ota:�^c_ -€-tat thse— (check I ne-): _ New crxmmarcial or residantial structura_ Addition to Faxisting commercial o residentiat structure L�- Fte-habilitation to an existing commercial or residantial structure si�� u.S�.::...-..•_ .! 1. 63.`� L2�.�.5. .t• <- <�.�....a i.... - :.. '33 L'ai. m+e .s zbva a4: e applcaie !i�-±re), -Tnuz' `y - cumin (�) FIra-e ginee wood constructicm (PW) in the fcallowing localtion(s) (check applicable Eire)_ Floor framing, including girders and beams (F) Roof framing (R) Fioo�- vnd mof oma� (FCZD) Signature: g Mame (parson submittin.g this form) C-D.-opacity (check appiic-abie tine): Owner Owner representative Generated by RESchec&- e-_6 Saftware Project Hagerman Residence - Energy Code: 2018 IF-CC Ay 2 20203 Location: MaM tuck, New York Construction Type: Singleharinily Project Type: New Construction Conditioned Floor Area: 3L,558 ftZ Glazing Area 15% Climate Zone:- 4 (5331 HUD0) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6980 New Suffolk Avenue Mattituck, N.Y. 11952 Compliance: 2_39Z. Batter Than Code Maximum UA: 429 Your UA: 419 Maximum SHGC: 0_40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 1t DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. nssembl t"e sPecif=ed sl-mate - Lme ..us_ meed the ,E ,--mum energy cod -sulalion -vmuc� and deep_m Envelope Assemblies ity CU Ceiling 1: Cathedral Ceiling 1,558 30.0 0.0 0.034 0.026 53 41 Wall 1: Wood Frame. 16" o.c. 543 15.0 3.0 0.061 0.060 32 32 Window 1: Vinyl Frame SHGC: 0.28 15 0.280 0.320 4 5 Wall 2: Wood Frame, 16" o.c. 992 15.0 3.0 0.061 0.060 49 48 Door 2: Solid Door (under 50% glazing) 45 0.280 0-320 13 14 Window 2: Vinyl Frame SHGC: 0.28 151 0.250 0.320 42 48 Wall 3: Wood Frame, 16" o.c. 543 15.0 3.0 0.061 0.060 29 29 Window 2: Vinyl Frame SHGC: 0.28 60 0.280 0.320 17 19 Wall 4: Wood Frame. 16" o.c. 992 15-0 3-0 0.061 0.060 46 46 Door 4: Glass Door (over SO'/. glazing) 142 0.280 0.320 40 45 SHGC: 0.28 Window 2: Vinyl Frame SHGC: 0.28 90 0.280 0.320 25 29 Floor 1: All-Wood joist/Truss 1,514 21.0 0.0 0.044 0.047 67 71 Floor 2: All-Wood Joist/Truss 44 21.0 0.0 0.044 0.047 2 2 Project Title: Hagerman Residence Report date: 04/26/23 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plan specifications, and other calculations submitted with the permit application. The proposed buildin a been d sigto traeet 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory ernen the RE eck lnspe Chec ist. Name -Title tgr�ature # r Date JLs Project Title: Hagerman Residence Report date: 04/26/23 Data filename: Page 2 of10 RESchec& Sofitware Version : RESchecic-Web I n p 4mciar n " C I ffM-It Energy Code: 2018 IECC Requirements: 100.00/6 were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen_ For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section j. plans Verifiedk Field eon ReVerified Pre-Inspctin/Plaeviw [ Ve Ve Complies? omm alualupli ? Ce R q.liDnts/Assumptions 103.11 Construction drawings and =Complies Requirement will be met. 103.2 documentation demonstrate EDDoes Not [PRI]- energy code compliance for the building envelope. Thermal =Not Observable envelope represented on =Not Applicable construction documents_ 103.1, Construction drawings and C-iComplies Requirement will be met. 103.2, documentation demonstrate !]does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems_ =Not Observable Systems serving multiple =Not Applicable - dwelling units must demonstrate compliance with the IECC Commercial Provisions. 1302.11 Heating and cooling equipment is Heating: Heating: (]Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr Opoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: =Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. =Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Hagerman Residence Report date: 04/21/23 Oata filename: Page 3 of 10 ? Section __ # ( Foundation Inspection _ Compiias7 Comments/Assumptions 6e 303.2.1 A protective covering is installed to Complies Requirement will be met. T [F011]2 protect exposed exterior insulation EDDoes Not and extends a minimum of 6 in. below grade. ONot Observable =Not Applicable 403.9 Snow- and ice-melting system controls IDComplies Requirement will be met. I:FO1212 installed. :MOoes Not - [7]Not Observable Not Applicable Addii:ional Comments/Assumptions: 13- High Impact (Tier 1) 2 Medium Impact (Tier 2) 7 3 I Low Impact (Tier 3) Project Title: Hagerman Residence Report date: 04/21/23 Data filename: Page 4 ofl0 Section Plans Verified Field Verified 4l Framing / RougN-In Inspection; Value Value Complias7 Comments/Assumptions Se Req.l� 402.1.1, Door U-factor. U- - U- =Complies see the Envelope Assemblies 402.3.4 =Does Not table for values. [FR171 =Not Observable =Not Applicable 402.1.1, Glazing U-factor (area-weighted U- U- [—]Complies See the Envelope Assemblies 402.3.1, average). =Dues Not table for values. 402.3.3, 402.5 =Not Observable [FR2]1 =Not Applicable 303.1.3 1-11-factors of fenestration products =Complies Requirement will be met. [FR4]1 are determined in accordance =Does Not with the NFRC test procedure or taken from the default table. =Not Observable =Not Applicable 402.4.1.1 Air barrier and thermal barrier I—lComplies Requirement will be met. [FR2371 installed per manufacturer's =Does Not instructions. =Not Observable =Not Applicable 402.4.3 Fenestration that is not site built =Complies Requirement will be met. [FR20]1 is listed and labeled as meeting =Does Not AAMA/WDMA/CSA 101/I.S.2/A440 =' or has infiltration rates per NFRC =Not Observable 400 that do not exceed code =Not Applicable _ limits. 402.4.5 IC-rated recessed lighting fixtures =Complies Requirement will be met. [FR16]z sealed at housing/interior finish =Does Not and labeled to indicate X2.0 cfm leakage at 75 Pa. =Not Observable =Not Applicable 403.3.1 Supply and return ducts in attics =Complies Requirement will be met. [FR1211 insulated �:-= R-B where duct is =Does Not �= 3 inches in diameter and R-6 where c 3 inches. Supply =Not Observable return ducts in other portionss and of =Not Applicable the building insulated =: = R-6 for diameter �= 3 inches and R-4.2 for -�- 3 inches in diameter. 403.3.2 Ducts, air handlers and filter =Complies Requirement will be met. [FR1311 boxes are sealed with Odoes Not 5a joints/seams compliant with International Mechanical Code or =Not Observable International Residential Code, as =Not Applicable applicable. 1403.3.5 Building cavities are not used as I=1Complies Requirement will be met. ([FR15]- ducts or plenums. =Does Not =Not Observable _ ONot Applicable 403.4 HVAC piping conveying fluids R- R- =Complies Requirement will be met. [FR1712 above 105 QF or chilled fluids =Does Not s below 55 4F are insulated to zR-3. =Not Observable =Not Applicable 403.4.1 Protection of insulation on HVAC a =Complies Requirement will be met. [FR24]1 piping. =Does Not =Not Observable =Not Applicable 403.5.3 Hot water pipes are insulated to R- R- =Complies Requirement will be met. �[FRiBI- ?R-3. =Does Not =Not Observable =Not Applicable 1 1 High le rfsact (Tier 1) 2 Medium impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Hagerman Residence Report date: 04/21/23 Data filename: Page 5 of10 SectionPians Verified Flo--idVerified ' # Framing / Rough-in inspection Value Value rComplies? Comments/Assumptions k e __lo RQ 03.6 Automatic or gravity dampers are L7complies `Requirement will be met. EFR1912 installed on all outdoor air ElDoes Not intakes and exhausts_ Not Observable ONot„applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) I 2 ;Medium Impact (Tier 2) s 3 pLow Impact (Tier 3) Project Title: Hagerman Residence Report date: 04/21/23 17ata filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions 303.1 All installed insulation is labeled OComplies Requirement will be met. [IN13]2 or the installed R-values Moes Not provided. [—]Not Observable € ONot Applicable 402.1.1, Floor insulation R-value_ R- R- Complies See the Envelope Assemblies 402.2.6 0 Wood Wood noes Not table For values_ [IN1]1 0 Steel Steel [—_]Not Observable [--]Not Applicable 303.2, Floor insulation installed per E3complies Requirement will be met. 402.2.6 manufacturer's instructions and =Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ONot Observable -' framing cavity insulation is in ONvt 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- EDCornplies See the Envelope Assemblies 402.2.5, mass wall with at least 1 of the 0 Wood 0 Wood DOoes Not [able for values. 402.2.6 wall insulation on the wall [::j Mass 0 Mass phot observable [IN311 e ' xterior, the exterior insulation requirement applies (FRIG). 0 Steel 0 Steel C]Not Applicable 303.2 Wall insulation is installed per OComplies Requirement will be met. [IN4]1 manufacturer's instructions. Does Not =Not Observable Not Applicable Additional Comments/Assumptions: 1 I list Impact (Tier 1) 2 'Medium Impact'. (Tier 2) j 3 =Low Impact (Tier 3) Project Title: Hagerman Residence Report date: 04/21/23 Bata filename: Page 7 of10 { section - Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comrvv a is/Assumptions Sc Re4-1D 402.1.1, Ceiling insulation R-value. R- R- OComplies See the Envelope Assemblies 402.2.1, O Wood 0 Wood =Does Not table for values. 402.2.2, 0 steel 0 Steel ONot Observable 402.2.6 [F11]i -CINot Applicable 303.1_L1, Ceiling insulation installed per OComplies Requirement will be met. 303.2 manufacturer's instructions. =Does Not [FI2]7 Blown insulation marked every 300 ftp_ phot Observable pNot Applicable 402.2.3 Vented attics with air permeable pComplies Requirement will be met. [FI22]2 insulation include baffle adjacent 1:DDOeS Not to soffit and eave vents that extends over insulation. pNot Observable phot Applicable 402.2.4 Attic access hatch and door R- R- OComplies Requirement will be met. [F13]1 insulation 2-R-value of the =Does Not adjacent assembly_ =Not Observable ONot Applicable 402.4.1.2 Blower door test @ 50 Pa. ¢=5 ACH 50 = ACH 50 = _ OComplies Requirement will be met. [F11771 ach in Climate Zones 1-2, and [--]Does Not -�=3 ach in Climate Zones 3-8. phot Observable EINot Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 I]Complies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ODoes Not either: Rough-in test: Total leakage measured with a phot Observable pressure differential of 0.1 inch =Not Applicable w-g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of --=4 cfm/100 cfm/100 pComplies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft- =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. 403.3.2.1 :Air handler leakage designated ElComplies Requirement will be met. [FT24]1 by manufacturer at t=21/. of ODoes Not design air flow_ phot Observable =Not Applicable 403.1.1 Programmable thermostats OComplies Requirement will be met. [F19]2 installed for control of primary Opoes Not heating and cooling systems and [—]Not Observable initially set by manufacturer to code specifications. l�Not Applicable �EF1310]� 0 .12 Heat pump thermostat installed =Complies Requirement will be met. on heat pumps. Oboes Not pNot Observable [--]Not Applicable ¢403.5.1 Circulating service hot water C3cornplies Requirement will be met. �[1`111]2 systems have automatic or =Does Not accessible manual controls. [---]Not Observable =Not Applicable 1 1 High impact (Tier 1) 1 2 ]Medium impact (Tier 2) 3 !Low Impact (Tier 3) Project Title: Hagerman Residence Report date: 04/21/23 Data filename: Page 8 ofl0 Section Plans Verified Fleld Verified E W Final Inspection Provisions 6Value Value Complies Comments/Assumptions 403-5.1 All mechanical ventilation system =1Camplies Requirement will be met. [ 11F12512 fans not part of tested and listed =Does Not HVAC equipment meet efficacy =Not Observable and air flow limits per Table R403.6.1. =Not Applicable 403.2 Hot water boilers supplying heat =Complies 'Requirement will be met_ [F12612 through one- or two-pipe treating =Does Not systems have outdoor setback control to lower boiler water =Not Observable temperature based on outdoor =Not Applicable temperature. _403.5.1.1 Heated water circulation systems =Complies Requirement will be met. [F128]2 have a circulation pump. The =Does Not system return pipe is a dedicated 3 =Not Observable return pipe or a cold water supply 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 i automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems =Complies Requirement will be met. [F129]2 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. $403.5.2 Demand recirculation water OComplies Requirement will be met_ [F130]2 systems have controls that MDaes Not manage operation of the pump and limit the temperature of the =Not Observable water entering the cold water ONot Applicable piping to t= 1042F. 403.5.4 Drain water heat recovery units =Complies Requirement will be met. �[F131]2 tested in accordance with CSA ODoes 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 Requirement will be met. [F16]1 fixtures have high efficacy lamps. =Does Not =Not Observable MNot Applicable 404.1.1 Fuel gas lighting systems have OComplies Requirement will be met. [F123]3 no continuous pilot light. =Does Not -= =Not Observable =Not Applicable 401.3 Compliance certificate posted. =Complies Requirement will be met. [F17]2 =Does Not =Not Observable ONot Applicable 1 =High Impact (Merl)1) 2 iMedlum Impact (Tier 2) 3 ELow Impact {Tier 3) Project Title: Hagerman Residence Report date: 04/21/23 Data filename: Page 9 of 10 cti "n Plans Verified Field Vlrlfl4ad r # Final Inspection IProvislons Complies? Cort mmers/Ampon ssastls Value Value 1 6� Regftl3.e_ -303.3 Manufacturer manuals for Ocomplies Requirement will be met. [FI18]3 mechanical and water heating Opoes Not systems have been provided. Not Observable ONot Applicable Additionai Comments/Assumptions: 1 1HIgh impact (Tier 1) 2 ,Medium Impact iTier 2) 3 Low Impact (Tier 3) Project Title: Hagerman Residence Report date: 04/21/23 Mata filename: Page 10 of10 Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 30.00 nuctworic (unconditioned spaces)-- Window 0.28 0.28 Door 0.28 0.28 Heating System-. Goofing System- Water Heater- Name- Date. Comments /UEI�Y , tiSUFFOIK AVENUE 4?0 09 I 1 1 UNAUTHORIZED ALTERATION OR ADDITION TO S SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT REARING Oil AREAS THE LAND SURVEYG-''S ITIRLD S.AL C.'. i HOUSE S /226-W EMBOSEED S-A. SHALL NC:t BE CONSIDERED 01 i '► �� GARAGE=325 So.FT. YO K A VALID ILUE COPY. "A GUARANTF,° ,DICATX HEP.EON SHALL RUN ONLY TO TN.PERSON FOR WHOM THE SURVEY w A IS PREPARED,AND ON H:S RcHALF TO THE TITLE COMPANY, GOVERNIAMITAL AG.NCY AND ORN LENDING I!STirJTI:)S L'STED H-K.'ON, AND { e TO THE ASS:.::!"`_:.S OF UIE LLN011�1G INSTI- 'f " 25.7 TUTION. CUARANIZES A..E ACT i A:SFERMLE TO ADDITIONAL u S4IJT.L)�S U.,SIRSLOU04t OWNERS Q NOTE u w " MMMS109V MAPn ED PR TJX`OFFICE oFmEaERh`LSF-WAFO A'couNryow O JAN.24/965 AS F/LE NO. 4256. cc wr ar -4 ,W REVISIONS YOUNG & YOUNG MN.M1975 400 OSTRANDER AVENUE, RIVER-HEAD, NEW YORK a FEB I9F'.9 HOWARD W.YOUNG ALDEN W. YOUNG *' O Amff r ,P/975 PROFESSIONAL ENGINEER AND LAND SURVKVCPt' QLAND SURVEYOR, N.Y.B. LIC. N0, 12645 N.Y.S. LIC.N0:40843 cl L o1.. 45 SURVEY FOR: . ° 2 1-01 46 ` Area ? BEN MENDOMA f NEW fJ, LOT NO. 46"DEEP HOLE CREE.00 if It, AT r MATTITUCK Lo! 7/ TW of Lot 48 SOUTHOLD .,. . I SUFFOLK CO.,. N.Y. �" SCALE: 1" 4O� )ATE, AUG 10,1975 75 712 �,4 -.,)-I/I \ ge.�s n�s sly GENERAL NOTES DRAWING INDEX iIG- __ _ __ ____ b __ N I _ __ AIIIIIIIIIIIIIIIIIIIIIIIIIIIII11I p 0 ','... O IL o O T 1 TITLE SHEET GENERAL CONDITIONS: STEEL: 13.C. PROVIDE SOLID SURFACE AT ALL CORNERS AT LEAST 1-1/4"WIDE IN BOTH DIRECTIONS FOR SECURINGAz 1. THE CONTRACTOR SHALL CARRY WORKER'S COMPENSATION AND GENERAL LIABILITY 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM Aso B. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED,AND PREPARED FOR SUBFLOORING DRYWALL,ETC.AND FOR SURFACES WITH FRAMING MEMBERS,OR WITH 2"WOOD 6��5.. � O ) INSURANCE OR AS REQUIRED BY LOCAL JURISDICTION. 2. THE DESIGN,FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO BLOCKING SECURED WITH AT LEAST TWO 8d PROVIDE SOLID BLOCKING FOR CROWN MOLDINGS, `h�a 2. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INCLUDING BUT NOT LATEST EDITION OF THE AISC SPECIFICATIONS. PREVENT BUILD-UP OF FUMES. CASING,BASETRIM OR OTHER MILLWORK AND CARPENTRY AS REQUIRED. LIMITED TO FORM-WORK,BLOCK,FRAMING,NAILING,PLACING OF CONCRETE,ETC.ARE TO 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM A-325 OR A-490 9. THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS PRIOR TO 13.D. PROVIDE DOUBLE JOISTS/TRUSSES,AND HEADER AT WATER CLOSET DRAIN BENDS AND AT ALL VENT BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN BOLTS WITH LOCK WASHERS. SANDING ALL WOOD TO A SMOOTH AND EVEN FINISH. DUST OFF AND APPLY PRIMER TO AND MECHANICAL OPENINGS 2"OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. N 1 CODE TABLES & NAILING SCHEDULE ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS,APPLICABLE CODES AND GOOD 4. PAINT ALL STEEL ONE SHOP COAT OR RUST INHIBITIVE PAINT AND FIELD TOUCH-UP EXCEPT FOR AREAS TO SURFACES RECEIVING PAINT,OR STAIN WOOD. SAND ALL WOODWORK TO A SMOOTH AND 13.E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE BE WELDED. COLOR TO BE GRAY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. EVEN FINISH BETWEEN COATS. WITH"RECOMMENDED NAILING SCHEDLILE"INCLUDED IN THESE SPECIFICATIONS OR AS HEREAFTER --.-- PRACTICE. 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH THE 10. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH,IN NOTED: ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. AMERICAN WELDING SOCIETY STANDARD QUALIFICATION PROCEDURE. 11PRIME BACK OF ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION4., �13.E.1. SECURE SOLE PLATES WITH 16d NAILS 18"D.C.THROUGH SUBFLOORING AND INTO FRAMING OR Q Yi t 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING PRACTICES. 6. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS AND BEARING PLATES,UNLESS BLOCKING. N_2 STRAPPING & MISC. DETAIL S 5. THE PREMISES SHALL BE KEPT CLEAN AT ALL TIMES. EACH DAY UPON COMPLETION OF OTHERWISE NOTED ON DRAWINGS. . .FILL 13.E.2. STUDS NOT LESS THAN 2"X 6"OR 2"X 4"@ 16"O.C.FOR EXTERIOR OR INTERIOR WALLS,RESPECTIVELY, p W on WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH,ETC., 7. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR ALL CONNECTIONS AND STEEL LAYOUT FOR APPROVAL PRIOR ALL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. THOROUGHLY CLEAN SURFACES DOUBLED AROUND OPENING AND TRIPLED AT CORNERS. -f �y a_ CLEAN ALL GLASS AND LEAVE WORK BROOM-CLEAN UNLESS OTHERWISE SPECIFIED. TO FABRICATION. AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SAND 13.E.3. PLATES AND BLOCKING TO BE THE SAME WIDTH AS RELATED STUDS OR WIDER. Q 8. ALL STEEL TO BE CERTIFIED TO BE OF THE SIZE SPECIFIED IN THE PLAN UPON DELIVERY TO ARCHITECT. SURFACES OF TRIM SMOOTH AND WIPE CLEAN PRIOR TO APPLYING STAIN COAT,OR PRIMER 13.E.4. FRAMING TO COORDINATE WITH THE WORK OF OTHER TRADES. C 6. ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL N 3 TJ I MISC. DETAILS AND NOTES ����iii FOR WOOD RECEIVING PAINT FINISH. 13.E.5. PROVIDE TWO(2)2"X 4"WITH FULL LENGTH KING POST STUDS AT THE END OF ALL HEADERS UNLESS � E•-t � Q NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WR'TING BEFORE PROCEEDING WITH 12. AT COMPLETION,TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL OTHERWISE NOTED OR APPROVED � P4 a F-+ a THE WORK AFFECTED BY SAME. 13.E.6. PROVIDE SOLID BEARING FOR ALL TRUSSES,JOISTS,RAFTERS,GIRDERS,POSTS,ETC. DECKING: SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR ONE TOUCH-UP TRIP FOR ENTIRE 0 7. DRAWINGS NOT TO BE SCALED,WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENT. 1. ALL EXTERIOR FINISHED DECKING TO BE 5/4"X 5"T&G FIR DECKING. PRIMED BOTH SIDES PRIOR TO 13.E.7. UNLESS NOTED OTHERWISE PROVIDE DOUBLE HEADER AND TRIMMERS AROUND ALL OPENINGS IN SIZE 8. LARGE SCALE DETAILS ARE INTENDED TO CLARIFY INFORMATION AND THEREFORE SHOULD PROJECT PRIOR TO OPENING. FL MATCH ADJACENT FRAMING � w U INSTALLATION AND"BLIND"NAILED AND GLUED IN PLACE. 13. OTHER PAINT MANUFACTURERS MAY NOT BE SUBSTITUTED FOR THOSE SELECTED, 13.F. SUB-FLOORING SHALL BE INSTALLED WESH FACE GRAIN ACROSS SUPPORTS,NAIL WITH E COMMON A 1 FOUNDATION PLAN AND s w w BE EXAMINED THOROUGHLY PRIOR TO PROCEEDING WITH THE WORK AS THEY TAKE 2. ALL STRUCTURE FOR DECKING TO BE CCA PRESSURE TREATED LUMBER IN SIZES INDICATED AND INSTALLED DETAILS � � � REQUIRED OR RECOMMENDED. NAILS 6"O.C.ALONG SUPPORTED EDGES AND 70"O.C.AT INTERMEDIATE SUPPORTS,BREAK JOINTS IN H PRECEDENT OVER SMALLER SCALE DRAWINGS. AS PER AWPA STANDARDS. � � E--+ ,_.,, 14. FINISH INTERIOR SURFACES AS SCHEDULED ON DRAWINGS EXCEPT AS MODIFIED AND ADJACENT COURSES,LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY M 9. RESERVED. 3. ALL RAILINGS TO BE MANUFACTURED FROM GRADE"A"WESTERN CEDAR IN SIZES AND STYLES INDICATED. a W r+� 10. OSHA RULES AND REGULATIONS FOR SAFETY SHALL BE IN EFFECT AT ALL TIMES DURING SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL IN GENERAL,USE BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED. THE COURSE OF THE PROJECT. WOODS AND PLASTICS: EGGSHELL SHEEN FOR WALL BOARD SURFACES,SEMI-GLOSS FOR HOLLOW METAL AND 13.G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN A7 RIGHT ANGLES TO SUPPORTS,LOCATE END t" C/1 U U �' JOINTS OVER SUPPORTS,STAGGER JOINTS,PROVIDE METAL"H"CLIP AT JOINTS AT SIDES OR PANELS A 2 FIRST FLOOR PLAN AND DETAILS w 1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT WOOD TRIM AND FLAT FOR DUCTWORK. � f 11. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO HAVE SAID WORK BE FREE OF SHOULD NOT BE MORE THAN 19% 15. WOOD FLOORING TO BE SANDED AND FINISHED WITH THREE(3)COATS POLYURETHANE. WHEN SPACING OF SUPPORTS IS GREATER THAN 16"O.C. DEFECTS. ==- PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY 13.H. FURRING,WHERE REQUIRED TO BE TRUE LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO 12. CONTRACTORS SHALL REVIEUVALL SHOP DRAWINGS PROVIDED BY SUB CONTRACTOR FOR 2. SUPPORTING SURFACE. TRUSS JOISTS: COMPLIANCE TO THE CONSTRUCTION DOCUMENTS AND THEN SUBMIT SAID APPROVED LOCAL CODE OR APPROVED BY ARCHITECT. 1. ALL PREFAB TRUSS-JOISTS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. _ DRAWINGS TO THE ARCHITECT FOR APPROVAL. 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK USE TYPE"S"TRIM HEAD SCREWS FOR 2, PROVIDE WEB STIFFENERS AROUND END SUPPORTS AND UNDER ALL POSTS FROM FINISH FLOOR AS PER 14. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER 1/2""COMFORT BOARD OR OTHER A-3 SECOND FLOOR PLAN AND DETAILS 13. NO SUBSTITUTIONS SHALL BE:MADE EITHER DURING BIDDING OR CONSTRUCTION WITHOUT ATTACHMENT OF WOOD TRIM TO METAL STUDS,RUNNERS OR FURRING. MANUFACTURER'S SPECIFICATIONS. APPROVED EQUAL,OVER 3/4"SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING,QUARRY TILE OR WRITTEN APPROVAL BY THE ARCHITECT.SUBMIT ALL INFORMATION NECESSARY TO 4. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION 3. MINIMUM BEARING DISTANCE TO BE 2-1/4".5. PROVIDE RIM JOISTS AROUND PERIMETER AS PER CERAMIC TILE SHALL HAVE ONE LAYER OF 3/4"PLYWOOD SUBFLOORING. FOR INSTALLATION. MANUFACTURER'S SPECIFICATIONS. 15. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A EVALUATE SAID PRODUCT OR SYSTEM AGAINST THAT SPECIFIED PRIOR TO INCLUDING SAME A 4 ROOF PLAN AND DETAILS 5. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR TARPAULIN OR HEAVY GAUGE PLASTIC.ALL WOOD MATERIAL SHALL BE STOCK PILED ON WOOD DUNNAGE, IN EITHER THE BILL OR"THE\NORK' WOOD FLOORING: INA RELATIVELY FLAT,DRY AREA.THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING AND 14. ALL DRAWINGS PROVIDED FOR THIS PROJECT BY THE ARCHITECT SHALL BE RETURNED APPLICATION,INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED INSTALLATION. APPLICATION INSTRUCTIONS. 1. WOOD FLOORING MATERIAL TO BE SELECTED BY OWNER OR AS INDICATED ON PLANS. UPON COMPLETION OF THE WORK. 2. WOOD FLOORING MATERIAL TO BE STORED IN HEATED HOUSE FOR THREE(3)WEEKS PRIOR TO 16. ALL TRIM TO BE ALLOWED TO ACCLIMATE TO SURROUNDING HUMIDITY LEVELS IN HOUSE FOR A MINIMUM OF 15. BIDS THAT ARE NOT SUBMITTED IN THE SPECIFIED BID FORMAT SHALL NOT BE CONSIDERED. 6. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION, 2 WEEKS PRIOR TO INSTALLATION. CLIMATE CONTROL SYSTEMS SHALL BE INSTALLED AND OPERATING 4 INSTALLATION. FLOORING TO BE STORED INA MANNER SO AS TO ALLOW PROPER AIR FLOW AROUND �G) AND REPLACE DAMAGED SURFACES. MATERIAL AS PER MANUFA 's SPECIFICATION PURINE ACCLIMATION PERIOD. A V ELECTRICAL PLANS 7. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S 3. WOOD FLOORING TO BE PLACEDACED LOOSE ON CLEAN PLYWOOD SUBFLOOR FOR 24 HOURS PRIOR TO FINAL 17. WHERE POSSIBLE,USE FULL LENGTH PIECES,FREE OF JOINTS,WHERE JOINTS ARE NECESSARY.THEY SITE WORK: RECOMMENDED SOLVENT AND CLEANING PROCEDURES. INSTALLATION. SHALL BE INCONSPICUOUSLY LOCATED AND CUT IN A SCARF JOINT FASHION. ca 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. STAKING AND LAYOUT ARE TO 8. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 18. ALL JOINTS,BOTH MITER AND SCARF,TO BE GLUED AND NAILED. ESTABLISH ALL LINES AND BENCHMARKS AND VERIFY ALL GIVEN DATA ON DRAWINGS. IN 9. ENSURE THAT ANY AND ALL WOOD AND PLASTIC USED COMPLY WITH ALL MUNICIPALITY WOOD INTERIOR TRIM: 19, ALL EXTERIOR FLAT STOCK TRIM TO BE PRE-PRIMED. BOTH FRONT AND BACK AS PER PAINTING ft Ei CASE OF DISCREPANCY,RECEIVE CLARIFICATION FROMARCHITECT PRIOR TO PROCEEDING. REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED RATINGS. 1. WOOD TRIM To BE AS INDICATED ON PLANS. SPECIFICATIONS TO FOLLOW.ALL JOINTS TO BE WEATHER CUT AND GLUED. N O 20. FLITCH BEAMS SHALL HAVE A MINIMUM Fb=36,000 E=29,000,000 WITH 1/2"BOLTS LOCATED NOT CLOSER THAN A 6 BUILDING SECTION A A AND DETAILS 2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS,STOCKPILE TOPSOIL 10. REVIEW THE TENANT CRITERIA IN REGARDS TO USING WOODS AND PLASTICS AND INSTALL 2. WOOD TRIM MATERIAL TO BE STORED IN HEATED HOUSE FOR(2)WEEKS PRIOR TO INSTALLATION. WOOD a Q 00 00 V 2"FROM THE TOP AND BOTTOM EDGE,UNLESS OTHERWISE NOTED.THERE SHALL 8E A BOLT,BOTH TOP AND OBTAINED FROM STRIPPING BUILDING SITE AND STOCKPILE ALL EXCAVATED MATERIAL AT NO SUCH MATERIALS WHEN DEEMED UNACCEPTABLE BY THE LANDLORD/OWNER. IF THESE TRIM To BE STORED IN A MANNER So AS 70 ALLOW PROPER AIR FLOWAROUND MATERIAL AS PER BOTTOM,2"FROM EACH END. l 4 M 0 MANUFACTURER'S SPECIFICATIONS. THE SITE. PLANS AND SPECIFICATIONS CALL FOR ANY SUCH MATERIALS TO BE INSTALLED INA .~-i � � 3. NEW AND EXISTING BACKFILL MATERIAL AND TOPSOIL ARE TO BE FREE OF WEEDS,TREE SITUATION NOT APPROVED BY THE LANDLORD/OWNER,CONTACT THE ARCHITECT 3. WOOD TRIM IS TO BE APPLIED TO CLEAN SURFACE. N.Y.S.ENERGY CONSERVATION CODE: _ a I • ROOTS,ROCKS AND DEBRIS. IMMEDIATELY. 1. ALL WINDOWS SHALL HAVE AN INFILTRATION RATING OF 0.3 CFM PER FOOT OF PERABLE SASH. ALL SWING 7INSULATION DETAILS AND NOTES , y ,- , 4. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED GLASS,WINDOWS AND DOORS: TYPE AND SLIDING GLASS DOORS SHALL HAVE AN INFILTRATION RATE OF 1.0 CFM PER SQUARE FOOT OF A H N N FROM THE SITE. 1. ALL WINDOWS SPECIFIED IN SCHEDULE ARE TO HAVE LOW-E INSULATING GLASS WITH THERMALLY BROKEN DOOR AREA. n .-r 5. PROTECT ALL TREES WITHIN 25'OF THE BUILDING AND THOSE AS INDICATED TO REMAIN SEALANT AND CAULKING FRAME SYSTEM,UNLESS OTHERWISE SPECIFIED,WITH FIBERGLASS SCREENS AS INDICATED. 2• ALL HEATING EQUIPMENT SHALLMEETTHE EFFICIENCY STANDARDS OF THE N.Y.S.ENERGY CONSERVATION R C� CYO ,. WITHIN 50'OF CONSTRUCTION AREA-PROVIDE PROTECTIVE CONSTRUCTION FENCING AT 1. PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL 2. GLASS SUBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE PROVIDED. CODE. A V/V ELEVATIONS AND LEGEND W M 0 THE DRIPLINE OF ALL TREES'f0 REMAIN. SPECIFICATIONS TTS-1543 OR FS TT-S-230 TYPE "II",CLASS"A".PROVIDE ACOUSTICAL 3. ALL SLIDING GLASS DOORS AND WINDOW GLASS WITH A SILL LESS THAN 18"ABOVE FINISHED FLOOR; 3. ALL MECHANICAL SYSTEMS SHALL CONFORM TO 2017 RESIDENTIAL CODE OF NEW YORK STATE,AND ALL a � �0 LOCAL CODES HAVING JURISDICTION. `-, U 6. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING(BACK FILLING)ANY EXCAVATED SEALANT WHICH SHALL BE NON-HARDENING,NON-DRYING SYNTHETIC RUBBER SEALING AND/OR AS REQUIRED BY CODE,SHALL BE INSULATED TEMPERED SAFETY GLASS. [".1 W COMPOUND WITH MINIMUM 90%SOLIDS.USE AT ALL INTERIOR JOINTS AT INNER SECTIONS 4. ALL GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE 4. THERMOSTATS SHALL MEET A MINIMUM REQUIRED RANGE OF 45-74 DEGREES F. �^ WORK 5. DOMESTIC HOT WATER SHALL BE EQUIPPED WITH CONTROLS TO LIMIT HOT WATER TEMPERATURES TO 140 ®/ W " a 7. NO BACK FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE INSTALLATION OF THE BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR MANUFACTURER'S SPECIFICATIONS. DEGREES F. P a RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND 5. ALL WINDOWS ARE TO BE CAULKED AND SEALED AS PER N.Y.S.ENERGY CONSERVATION CODE 6. ALL NEW CONSTRUCTION SHALL CONFORM TO THE N.Y.S.2017 ENERGY CONSERVATION CONSTRUCTION FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITHOUT PROPER BRACING OF WALLS. NO REQUIREMENTS. O SUBSTRATES. CODE ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATEDPROVIDE SOUND ATTENUATION BLANKET IN. MACHINES TO RIDE WITHIN 10'OF FOUNDATION WALLS AFTER BACK FILLING IS COMPLETE. 6. PROVIDE FLASHING PANS UNDER ALL SLIDERS,DOORS AND WINDOWS WITHIN 6"OF AN EXTERIOR SURFACE. J M � B. ALL BEARING SOIL IS ASSUMED TO BE OF A SANDY WELL DRAINING MIX WITH A MINIMUM SOIL 2• PROVIDE BACKING MATERIAL BY DOW"ETHAFOAM"OR APPROVED EQUAL. APPLY SEALANT 7, ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER STRIPPED. PROVIDE ALL HARDWARE AS REQUIRED. ALL INTERIOR WALLS AND FLOORS COMMON TO BATHROOMS AND NOISE PRODUCTION ROOMS BEARING CAPACITY OF 1 TONISQ.FT. NOTIFY ARCHITECT IF SOIL CONDITIONS VARY FROM OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS AND GUARANTEED BY THE MANUFACTURER WALL a R-15 19 W THOSE ASSUMED HERE PRIOR TO INSTALLATION OR COMMENCEMENT OF THE WORK. VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. FOR A PERIOD of NO LESS THAN 1 YEAR FROM DATE OF FINAL COMPLETION. WALL R-21 PLOT PLAN V=30' 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH 9. WINDOWS AT HABITABLE SPACES SHALL MEET EGRESS REQUIREMENTS AS STATED IN THE N.Y.S. CEILINGG 9" R-30 SCALE: Q 9. SITE TO REMAIN FREE OF ACCUMULATED DEBRIS. A DESIGNATED PARKING AREA FOR WORK MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. CONSTRUCTION RULES AND REGULATIONS SECTION 714.1 a,b&c. FLOOR 9" R-30 VEHICLES AND UNLOADING AREA SHALL BE SET UP SO AS TO MINIMIZE DISTURBANCE TO 4. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE AND CAULK AROUND ALL EQUIPMENT TO 10. WINDOWS IN BUILDINGS LOCATED IN WIND BOURNE DEBRIS REGIONS(120MPH WIND ZONE OR WITHIN 1 MILE 7• THE RATIO OF GLAZING SQUARE FOOTAGE TO GROSS EXTERIOR WALL SQUARE FOOTAGE SHALL BE SUCH THIS SITE OR ADJACENT NEIGHBORING SITES. OF THE OCEAN,BAY OR SOUND SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND BOURNE DEBRIS THAT THE TOTAL THERMAL RATING OF THE BUILDING ENVELOPE SHALL BE NO LESS THAN ZERO AS 10. ALL MATERIALS STORED ON SITE SHALL BE ELEVATED FROM GRADE SO AS TO ELIMINATE CREATE A CLEAN,TIGHT AND WATERPROOF SEAL. OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE SPECIFIED BY THE N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE. CONTACT WITH WATER AND TO BE PROTECTED WITH TARPS. RESIDENTIAL CODE OF NEW YORK STATE.GLAZED OPENING PROTECTION FOR WIND BOURNE DEBRIS SHALL 7.a. ALL GLASS TO BE INSULATED(.69U). GYPSUM WALL BOARD: MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996&ASTM E1886 EXCEPTION: WOOD 7b. ALL DOORS TO BE INSULATED AND HAVE WEATHER-STRIPPING(.40U). 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"(11.1mm)AND A MAXIMUM SPAN OF 8'(2438mm) 8. REFER TO RES CHECK FOR ECC NYS COMPLIANCE AS REQ'D CONCRETE AND FOUNDATION: ASTM 336. SHALL BE PERMITTED FOR OPENING PROTECTION ON ONE AND TWO STORY BUILDINGS.PANELS SHALL BE 1. ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR 2. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS,EDGES AND CORNERS. PRECUT To COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE R302.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS PLACEMENT OF CONCRETE AS SET BY A.C.I. 3. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 1/2"THICK TAPERED AND ROUNDED AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF STAIRS: � 2. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF MINIMUM EDGES,AND SHALL BE INSTALLED IN WET AREAS AS INDICATED ON DRAWINGS.USE 1/2" NEW YORK STATE. 1. ALL STAIRS SHALL BE MANUFACTURED AS NOTED ON THE CONSTRUCTION DOCUMENTS. DONNA�1 A D1�1 �/ R T` E 28 DEGREES F.AND RISING. CEMENTITIOUS BACKER BOARD(MIN.)BEHIND ANY TILE INSTALLATIONS. PLUMBING: 3. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 4. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C646 UNLESS OTHERWISE NOTED OR CARPENTRY&LUMBER: - 4. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. INDICATED. PROVIDE TYPE"S"BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO 1. CONTRACTOR SHALL INSTALL COMPLETE DOMESTIC WATER SUPPLY AND SANITARY SYSTEM AS INDICATED. 5. ALL CONCRETE IS TO BE MINIMUM 3000 P.S.I.FOR WALLS AND FOOTINGS,3500 P.S.I. SLABS METAL FRAMING AND TYPE"S"PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE 2, PROVIDE HON AND COLD SHUT-OFFOUT VALVES AT ALL FIXTURES. G AND ALL LOCAL CODES HAVING JURISDICTION AND WITH THE NATIONAL DESIGN SPECIFICATIONS FOR 3. WASTE PIPING TO HAVE CLEANOUTS AT ALL CHANGES OF DIRECTION AND AT BASE OF VERTICAL WASTES. I AT 28 DAYS UNLESS THERWISE SPECIFIED ON PLANS. FRAMES. STRESS GRADE LUMBER AND ITS FASTENINGS. LUMBER IS TO BE FURNISHED AND INSTALLED WITH ALL 4. PROVIDE 4"CAST IRON PIPING THROUGH FOUNDATION WALL PITCHED MIN.1/4"PER FOOT. -*- - Z NOTE: I 6. PROVIDE ALL SLEEVES AND FOUNDATION VENTS AS REQUIRED BY N.Y.S.C.R.R. 5. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS,TOOLS,EQUIPMENT AND METHODS FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ETC,REQUIRED TO COMPLETE THE JOB. 5. ALL VENTS TO BE 4"DIAMETER WHERE THEY PENETRATE THE ROOF. 7. PROVIDE DEFORMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOUS 2X KEY REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH,AND TIGHTENED AGAINST STEEL 6. ALL SYSTEMS TO HAVE ONE 4"OR TWO 3"MAIN VENT STACK INCREASED TO 4"THROUGH THE ROOF. THIS RESIDENCE IS LOCATED WITHIN ONE MILE (- BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. INCLUDING ACCESS DOORS AND PANELS. WASHERS OR PLATES. JOIST HANGERS AND CONNECTORS AND HARDWARE MUST BE INSTALLED IN 7. THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM SHALL COMPLY TO THE APPLICABLE COUNTY OF THE COAST AND THEREFORE IT IS WITHIN ,g 8. PROVIDE WALL REINFORCING AS INDICATED ON THE PLAN. 6. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND AS PER MANUFACTURER'S SPECIFICATIONS. DEPARTMENT OF HEALTH STANDARDS AND REGULATIONS. THE WIND BORNE DEBRIS REGION. 16 z 9. ANCHORED BOLTS IN CONCRETE SHALL BE HOOKED 3/4"X 12"AT A MAXIMUM T O.C.AND NO CONSTRUCTION,INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN N B. APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL AUTHORITIES PRIOR TO MORETHAN V_0"FROM CORNERS. THROUGH WALL BOARD WHERE SEALANT IS EXPOSED. PROVIDE POLYSULFIDE SEALANT ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE"RECOMMENDED NAILING SCHEDULE" CONCEALMENT. O 10. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. WHERE UNEXPOSED. PROVIDE ACOUSTIC SEALANT. ACCOMPANYING THESE SPECIFICATIONS. 9. PRIOR TO ORDERING,CONTRACTOR SHALL SUPPLY CUTS OF FIXTURES FOR OWNER'S APPROVAL. - N2_40'40"E 1=11 CA 2. ALL FRAMING,LUMBER,FLOOR JOISTS,HEADERS,WOOD POSTS,BLOCKING AND ALL ROOF RAFTERS, 10. CONTRACTOR SHALL NOT CUT JOISTS,STUDS,OR OTHER STRUCTURAL MEMBERS WITHOUT THE APPROVAL pf'� ����.����,�������� I N 11. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 1 7. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. INTERIOR AND EXTERIOR WALL STUDS SHALL BE DOUGLAS FIR LARCH#1 GRADE WITH AN Fb=1000 P.S.I.AND OF THE ARCHITECT. o11 � ���� 7---T------ CT 11. UNDERGROUND COPPER SHALL BE TYPE W'COPPER. ���� 12.41' .--t TONS/SQ.FT.OR AS PER SIGNED AND SEALED DESIGN SPECS.OF A PROFESSIONAL APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT;APPLY SKIM AN E=1,700,000 UNLESS OTHERWISE INDICATED AS sFiowN ON ACCOMPANYING STRUCTURAL r�1 -__�__�_� r--t ENGINEER,LICENSED IN N.Y.S. COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY,APPLY SECOND COAT FILLING CALCULATIONS. 12. ALL SOLDERS USED ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FREE. 1 Ii 12. PROVIDE WELDED WIRE MESH REINFORCING IN SLABS AS INDICATED ON THE DRAWINGS. AND TAPER FLUSH WITH SURFACE;FIRE TAPE PENETRATIONS AT DEMISING WALLS, 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR EXPOSURE#1 CDX GRADE,WITH EXTERIOR 13. PROVIDE FULL METAL STRAPS AND HANGERS TO ENSURE PROPER INSTALLATION OF ALL PIPING. I PROP.DET.GARAGE o t�, COATED. CONTRACTOR CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES. GLUE,AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S.PRODUCT STANDARD 14. WRAP ALL PIPING WITH INSULATION OF SUFFICIENT THICKNESS TO SATISFY THE ENGINEERING L 15.5' y`"'.• 60 9 ✓' 13. ALL FOUNDATION WALLS SURROUNDING BASEMENT AREA SHALL BE CO O I~ ILED UNDER N 41 PROP.2ND FLOOR c W TO ASSEMBLE A 4'HIGH X V LONG SAMPLE WALL INDICATED FROM FOOTING TO BELOW 8. PROVIDE FINAL FINISH THAT IS SMOOTH,WITHOUT DIVOTS,BUMPS,BOWS OR ANY OTHER PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD REQUIREMENTS FOR HEAT FLOW,VAPOR FLOW AND WEATHER-PROOFING IN ACCORDANCE WITH THE 24.0' 1 N ' 1•.-, FINISHED GRADE LINE,FOR ARCHITECTS APPROVAL PRIOR TO COMMENCING THE WORK SURFACE BLEMISH,AND READY TO RECEIVE PAINT. SMOOTH FINISH TYPICAL,U.O.N.ON ASSOCIATION. SUB-FLOOR PLYWOOD TO BE 3/4"THICK AND ALL WALL PLYWOOD TO BE 1/2"THICK. ALL ROOF RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL CODES HAVING JURISDICTION. 1 SEPARATE APPLICATION) ADDITION I- ` Z PLYWOOD TO BE 3/4"THICK. NO O.S.B.TO BE USED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 1 r z - 14. CONTRACTOR TO PROVIDE CYLINDER SAMPLES(5 PER TRUCK)TO BE SENT TO A TESTING PLANS. 4. ALL WOOD POSTS.RESTING ON TOP OF CONCRETE WALLS SHALL HAVE CLIP ANGLE ANCHORAGE To ELECTRICAL: J LAB TO BE BROKEN OPEN AND TESTED AT 7,14 AND 28 DAYS RESPECTIVELY, NOTIFY CONCRETE BASE. ALL POSTS RESTING ON TOP OF STEEL BEAM SHALL HAVE CLIP ANGLES BOLTED OR 1. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL STATE,LOCAL,AND UTILITY 12.0 25.5' ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT PAINTING AND STAINING: WELDED TO THE FLANGES OF THE STEEL BEAM. PROVIDE SOLID BLOCKING UNDER ALL POSTS TO SOLID COMPANY CODES AND REGULATIONS. 1 PROP.COV. 8.0 43,6' 1 Q 0 U 1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON BEARING. 2. CONVENIENCE OUTLETS SHALL BE LOCATED 12"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. + .:, DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED 1 FTT _ EACH DAY. DRAWINGS OR AS SPECIFIED HERE-IN-AFTER NO PAINT FINISH IS REQUIRED ON:ITEMS 5. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE OR EXPOSED TO THE ELEMENTS ALL SWITCHES TO BE LOCATED 42"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED AS PER PORCH ►"-1 Q MUST BE PRESSURE TREATED. RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA RESIDENTIAL CODE OF NEW YORK STATE. PROP.COV. r 15. ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS,UNLESS HAVING COMPLETE FACTORY FINISH,EXCEPT AS MAY BE SPECIFIED HEREINAFTER;PUTTY STANDARDS C1 AND C2 FOR WATER BORNE PRESERVATIVE TREATMENT. 3. SUPPLY RECOMMENDED LAMPS IN ALL FIXTURES. I o �- II to L-1 - PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO PLACEMENT OF SAME. 1 0O c PORCH / z LU (� AND/OR SEALANT AT ALUMINUM WINDOWS;NONFERROUS METAL UNLESS SPECIFICALLY 6. FASTENERS AND HANGERS,ETC.TO BE"SIMPSON"OR APPROVED EQUAL IN SIZE AND GAUGES AS REQUIRED 4. INSTALL EXHAUST FANS IN BATHS AND POWDER ROOMS DUCT ALL FANS TO THE EXTERIOR. 1 �, M MENTIONED IN THE PAINTING SCHEDULE;STAINLESS STEEL;INTERIOR OR EXTERIOR OF AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 5. INSTALL HARD WIRED SMOKE DETECTORS THROUGH-OUT AS INDICATED AND AS PER RESIDENTIAL CODE OF MASONRY: EXISTING BUILDING,EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED.PAINT NEW YORK STATE AND AT TOP OF STAIR. PROVIDE HEAT DETECTOR AND CARBON MONOXIDE DETECTOR I 1 1. ALL CONCRETE BLOCK IS TO(HAVE"OUR-O-WALL"REINFORCING EVERY SECOND COURSE. GRILLES AND DIFFUSERS. NO PAINT IS REQUIRED FOR INSULATING PIPING,EXCEPT WHERE 7• PROVIDE APPROVED WOOD BRIDGING AT WOOD CEILING JOISTS 8'-0"O.C.MAXIMUM SPACING. SECURE NEAR BOILER. 1 I �BOTTOM OF BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. NO METAL CROSS BRIDGING SHALL BE USED. 6. SUPPLY G.F.I.OUTLETS IN ALL BATHROOMS,GARAGES,AND KITCHEN AND ANY OTHER PLACE WHERE FILL TOP COURSE SOLID. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A EXPOSED IN FINISHED,NON MECHANICAL ROOMS. 8. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND MOISTURE IS PRESENT AND AS PER RESIDENTIAL CODE OF NEW YORK STATE. 1. 98.8' EXIST.I-STY I I,_4 W MINIMUM BEARING CAPACITY OF 2 TONS/SQ.FT. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS SPECIFICATIONS. 7. SEPARATE CIRCUITS SHALL BE PROVIDED FOR APPLIANCES AS REQUIRED. FRAME O a 2. MORTAR MIX TO BE ONE PART PORTLAND CEMENT,ONE PART LIME PUTTY,AND SIX PARTS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE 9. ALL EXTERIOR WALLS TO BE 2"x4"OR 2'x6"@ 16"O.C.DOUGLAS FIR LARCH#1 GRADE WITH AN E=1,700,000 8. PROVIDE FXTERIOR WEATHERPROOF OUTLETS AS INDICATED ON PLAN. I PROP.OPEN 6.0' DWELL.#698 1 I ELECTRICAL OUTLET AND SWITCH PLATES MECHANICAL DIFFUSERS GRILL 1 0 / �` SAND,OR ONE PART MASONRY CEMENT AND THREE PARTS SAND. PROVIDE WELDED ES, WITH 1/2"CDX PLYWOOD COVERED WITH TYVEK FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD 9. THE CENTER OF THE ELECTRICAL AND COMMUNICATION RECEPTACLE OUTLETS SHALL BE INSTALLED NOT D$CI{ - r'"i (/] Q WIRE MESH REINFORCING IN'✓VALL,OR FLOOR SLABS AS INDICATED ON DRAWINGS. ESCUTCHEONS, REGISTERS,SURFACE HARDWARE,FITTINGS AND FASTENINGS PRIOR TO BEARING WALLS AND PARTITIONS SUPPORTING WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT LESS THAN 15"ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER GRIP OF THE OPERATING HANDLE I o le E ^W 3. CONTRACTORS TO ASSEMBLE:A 4'HIGH X V LONG SAMPLE WALL INDICATING THE EXACT COMMENCING THE WORK. STORE,CLEAN AND REPLACE UPON COMPLETION. A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST.UNLESS NOTED OTHERWISE. OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO I w r EFFECT OF ANY MASONRY SURFACE,FOR THE ARCHITECTS APPROVAL,PRIOR TO 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING K-O"IN HEIGHT SHALL HAVE HORIZONTAL WALL BRIDGING CONTROL LIGHTING AND RECEPTACLE OUTLETS,APPLIANCES OR COOKING,HEATING AND VENTILATING I 1 F../ � Qt COMMENCING WITH THE WORK. PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO OR BE ADEQUATELY BRACED AT INTERVALS NOT EXCEEDING 6'-0"AT THE 1/2 POINT VERTICALLY IN AN EQUIPMENT SHALL NOT BE MORE THAN 48"ABOVE THE FLOOR. 1 1 APPROVED MANNER. 1 i"-1 ,�n 4. FILL ALL BLOCK SOLID UNDER ALL LINTELS WITH PORTLAND CEMENT FILL. FINISH MATERIAL ON AN UNSUITABLE SURFACE UNTIL THE UNSUITABLE SURFACE HAS BEEN MECHANICAL: , PROP.CB I H 0 v a 11. PROVIDE FIRE STOPPING AT THE HALF POINT AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,BETWEEN 5. PROVIDE BRICK VENEER TIES(HOT GALVANIZED)@20"O.C.VERTICAL AND 16"O.C. MADE SATISFACTORY. FLOORS,FLOORS AND CEILINGS,AND ALL OTHER CONCEALED SPACES. MAKE ALL JOINTS SMOKE TIGHT AS 1. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK AND OTHER APPLICABLE NATIONAL AND cV I ^ 49.9' 1 , Q O HORIZONTAL EACH WAY TIED INTO WOOD FRAME OR BACKER BLOCK. 4. FINISH WORK SHALL BE UNIFORM,OF APPROVED COLOR,SMOOTH AND FREE FROM RUNS. PER RESIDENTIAL CODE OF NEW YORK STATE REQUIREMENTS. STATE CODES INCLUDING THE INTERNATIONAL MECHANICAL CODE,ASHRAE STANDARD,INTERNATIONAL C`l �---1 �/ a BUILDING CODE,THE INTERNATIONAL FUEL GAS CODE,OSHA,NFPA,ASME,ANSI,SMACNA,AND "T 99 w 6. PROVIDE WEEPHOLES AT APPROPRIATE LOCATIONS @ 2'-0"O.C. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN.WHERE 12. MAXIMUM RISER HEIGHT of ALL STAIRS SHALL BE 73/4"AND MINIMUM TREAD SHALL BE 9-112"PLUS 1-1/8" 0 1 W W ASHRAE/EPA/UL STANDARDS. ALL WORK SHALL ALSO COMPLY WITH ALL APPLICABLE LOCAL CODES,LAWS 7. MAINTAIN MINIMUM 1"AIR SPACE BETWEEN VENEER AND WOOD FRAME WALL. HIGH GLOSS ENAMEL IS USED,LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH NOSING,ALL IN ACCORDANCE WITH RESIDENTIAL 2017 CODE OF NEW YORK STATE ORAS SHOWN ON o0 REGULATIONS,AND ORDINANCES. N o 8. ALL STONE TO BE INSTALLED AS PER THE LATEST STANDARDS OF THE BUILDING STONE COAT. DRAWINGS. STAIR WIDTH BETWEEN HABITABLE SPACES AT DIFFERENT FLOOR LEVELS,SHALL BE NOT LESS Q � INSTITUTE(B.S.I. 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH 1 ONE COAT TINTED PRIMER ANDA MINIMUM 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS,CONDENSER THAN 3'BETWEEN HANDRAILS OR BETWEEN HANDRAIL AND A WALL. STAIRS TOA BASEMENT OR CELLAR 1 0 ( ) LOCATION,DUCT SIZES ETC. TO ARCHITECT PRIOR TO INSTALLATION MECHANICAL CONTRACTOR TO o r ri�--" ___��__���� SHALL BE NOT LESS THAN 3'WIDE. S2 40 40 W ���� V) LU 9. PROVIDE POURED CONCRETE:DEAFENING UNDER ALL FIREPLACE HEARTHS. OF(2)TWO COATS FINAL COLOR COAT,(UNLESS OTHERWISE RECOMMENDED BY REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ARCHITECT OF ANY MECHANICAL AND '����..�.�� oo a 13. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE, � �� ���� ,w 10. MAINTAIN 2"MIN.CLEARANCE BETWEEN FIREPLACES/CHIMNEYS AND COMBUSTIBLE MANUFACTURER'S SPECIFICATIONS)TO PROVIDE A SOLID,UNIFORM AND DURABLE FINISH. MANUFACTURER'S RECOMMENDATIONS AND IN CONFORMANCE WITH THE RESIDENTIAL CODE OF NEW YORK STRUCTURAL DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. U) [�] MATERIAL AS PER RESIDENTIAL CODE OF NEW YORK STATE. ALLOW PROPER DRYING TIME BETWEEN COATS. STATE,INCLUDING THE FOLLOWING: 3. ALL WORK SHALL BE DONE IN A NEAT AND EFFICIENT MANNER AND SO AS TO NOT NEEDLESSLY DAMAGE ANY 176.2E O r 11. ALL FIREPLACES,SURROUNDS AND MANTELS TO BE INSTALLED IN STRICT CONFORMANCE TO 6. DELIVER ALL PAINT TO JOB SITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S PORTION OF WORK PERFORMED BY OTHERS. FIRE UNDERWRITERS SPECS.AND RESIDENTIAL CODE OF NEW YORK STATE. LABEL,AND SHOWING PAINT TYPE, SHEEN AND COLOR. 13.A. FASTEN SECURELY ALL PARTS of CARPENTRY WORK IN THEIR PROPER PLACE AND AS PER ENCLOSED I no 000 12. PROVIDE GAS LINES FOR LOGKITS OR STARTER MANIFOLDS AS DIRECTED ON PLANS. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER NAILING SCHEDULE. BRACE,PLUMB AND LEVEL ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS, I O 00 PROVIDE LOGKITS FOR ALL PREFABRICATED FIREPLACES. FOR THE MATERIAL ON TO WHICH THEY WILL BE APPLIED.PAINTING CONTRACTOR SHALL SPIKES,AND BOLTS TO ENSURE RIGIDITY. 13. ALL STONE TO BE INSTALLED IN 2'-0"(VERT)LIFTS ALLOWING SUFFICIENT TIME FOR MORTAR FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. 13.8. LAP JOISTS OR TRUSSES OVER BEARING BEAM TO BE SECURED TOGETHER. SECURE BUTTED JOISTS � TO CURE. WITH 1"WIDE BY 18"METAL STRAPS AND TWO Bd NAILS TO EACH JOIST. i M. SKYLINE D M REFERENCE: z 3 N -RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2020 NYS RBC -_ _ _ la -WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY _ I \ E DATA L D CAT I O N li/I A P DWELLING FOR HIGH WIND 2018 EDITION. Q O Date Revision/Issue �=- ��� TU � 01130/23 ISSUED FOR REVIEW TYPE V CONSTRUCTION --------, . THE CONSTRUCTION DESINGNATIONSHALL BE"I r - CONSTRUCTION DRAWINGS NOTE: - 0 !� II","III","IV%OR"V"TO INDICATE CONSTRUCTION �� �, l./ \ \ ` � /l CLASSIFICATION OF THE STRUCTURE UNDER ® o ZONE:R-40 � ` Od hs• �l SECTION 602 OF THE BCNYS y Jr A 4e THE CONSTRUCTION DRAWINGS SHALL BE IN COMPLIANCE IN 2 1�'� _i', \may `a ,\ 0 fry , -4 , REFLECTrvEWfIlTE ACCORDANCE WITH SECTION R103 WITH THE 2020 N.Y.S.RBC o 1' b III I 1 i '1 I SITE INFORMATION '11 \ 1a ;0 1 ", �(. h. 1\ / 1 d, - 0 S \ d� - , DESIGNATION FOR STRUCTURAL COMPONENTS 5. 2488 ( REQD PROV'D cg�I "� IIIIIIIIIIIIIIIIII THAT ARE OF TRUSS TYPE CONSTRUCTION r ( 48':` ^ � 6" (SEE TABLE) 110.08' j. ,l d� \\\\ � \ ;a, 31 Drawn By: F.Y.SETBACK 50.0' 43.3' ,, s .. I 1�;; 1\ , \ \\ \\ \,// , u� M. MONTALBANO I REFLECTIVE E RED 2ND F.Y. SETBACK - - I � \ \ ��` � J'' I PANTONE#187 FRONT :� \"�\_ COMPLIANCE WITH APPENDIX J OF THE 2020 NYSUCS: d ,� \ ,25-r-- R.Y.SETBACK 50.0' 98.8' ���\ � `�\ --_ r r ' i?;s `a \�--'.t om-"' - \, 9800 Wws ffa A )I Project# FLOOR TRUSS CONSTRUCTION THIS PROJECT SHALL BE IN COMPLIANCE WITH SECTION AJ304 AS THIS IS S.Y. SETBACK 15.0 24.8 � �� ,-�sa"\ �,a, ractituxkM ll9sz __________I � 23-009 DEEMED TO BE A LEVEL 2 ALTERATION. �`� C6 TOTAL S.Y.SETBACK 35.0' 49.3' f� `'' \ ''orf ; _ _ \ _ Lon Is and Residential Structures with Truss constriction,Pre-Engineered Wood "F" : FLOOR FRAMING INCLUDING ' ° r u /I \\ , , ��'K JL------'_ I � Scale MAX HEIGHT 35-0 35-0 / Ma[Laack 7 tv I�I Construction,And/or Timber Construction for new dwelling and or any addition, _ GIRDERS AND BEAMS __ _ Alrbase ~ g- 111 f( I alteration a sign or symbol designed in accordance with Title 19NYCRR Part "R" ROOF FRAMING \ � ��-/A%""#., - ', ` /I - (��+U _ AS NOTED 1265 shall be axed to the exterior of the stricture for field inspection ! 40,000,71 ,i` Ma �_--_=__ i1 c,� g', Cl o7k;'}fie -��\ - - ttit 7j ^� LOT SIZE 0 S.F.S F 5 S.F.S F UCR V http://www.dos.ny gov/dcea/noticadot.html#'Crus "FR" FLOOR AND ROOF FRAMING O ( ) 4 - 565 S.F. \��tv� �1- 1�� I� �� J `� COMPLIANCE STATEMENT \ ' EXIST. I ST FLOOR 1, ) ' Date M 1' � PROP.COV.PORCHES - 750 S.F. _� 01-27-23 TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL ah a -` PROP.OPEN DECK - 103 S.F. f , ���" JUDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE ® a � '.. WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF PROP.2ND FLOOR - ((970 S.F.)) � ,, - l 1\l \ e NEW YORK STATE,USING CHAPTER 4 OF THE 2020 NYS ECCC. 98'8 1: w I� as.e PROP.GARAGE - 864 S.F. 4 f\'. I fig �` �\ Sheet# �I �,l 186.21' ( - W I iTOTAL 3,282 S.F. - TOTAL F.A.R. 20.00% 15.84% \ \-•✓ . 1.00 mi SIDE \\�CI TABLE 3 . 1 NAILING SCHEDULE GENERAL NOTESBUILDING PLAN REVIEW NOTE: '< a TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE& TWO FAMILY DWELLINGS (2018 EDITION) l 1. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM 12-24 OF TI IE 2020:9.Y.S.CODE. ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE VILLAGE OF SOUTHOLD AS SPECIFIED IN NUMBER OF NUMBER OF JOINT DESCRIPTION NAIL SPACING -- THE BUILDING AND / OR 2020 RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS REVIEW DOES COMMON NAILS BOX NAILS 2.THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OF TE 2020 N.Y.S.CODE. NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN ROOF FRAMING \^5 3.ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE WITH CHAPTERS 33-42 OF THE 2020 N.Y.S.CODE. LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENTS IS: RAFTER TO TOP PLATE(TOE NAILED) 3-8d 3-10d PER RAFTER 4.EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST w0 WITH SECTION R613.5. ALL GLAZING IS TO COMPLY WITH SECTION R308. - ACCURATE, 2,. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d 4-40d EACH LAP W F- - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION z C) � 5.IN ACCORDANCE WITH SECTION 8303.6,ALL INTERIOR AND EXTERIOR STAIRWAYS CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) 4-16d 4-40d EACH LAP F" ~ C) Z >-,SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS,INCLUDING - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE 04 a H Q LANDINGS AND TREADS. COLLAR TIE TO RAFTER ACE-NAILED "� O SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, _ (F ) 4-Tod 4-12d PER TIE 0 w E~ a 6.IN ACCORDANCE WITH SECTION R807.1,AN ATTIC ACCESS OPENING SHALL BE - IS THE RESPONSIBILITY OF THE LICENSEE. N BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END 5 vw, PROVIDED TO ATTIC AREAS THAT EXCEED 30 S.F.AND HAVE A VERTICAL HEIGHT OF Q 30"OR GREATER TE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"00" RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END W x ,-o con � AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. #8 PRE-DRILLED WINDOW- TABLE R301.2.1.2 JAMB HOLE WALL FRAMING Z ;4 7.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE FOR WOOD STRUCTURAL PANELS a,b,c /2"CDX TOP PLATE TO TOP PLATE ACE-NAILED) 2-16d I Z-16d I PER FOOT INSTALLED ON TIIE WARM-IN-WINTER SIDE OF TE FASTENER SPACING INSULATION IN ACCORDANCE PLYWOOD PANEL WITH SECTION R3 18. FASTENER 4 FEET 6 FEET TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN TYPICAL PRE-DILLED HOLE STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. 8.WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION O _ <4 FEET _ <6 FEET _ <8 FEET NOT GREATER THAN AN AND A SECTION DEVELOPED INDEX OF NOT GREATER 21„#6 LOCAT HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o.c.ALONG EDGES WOOD THAN 450 IN ACCORDANCE WITH SECTION 8315. z 9.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 AND SCREWS 16" 12" 9" WINDOW TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d 2-40d PER STUD A SMOKE-DEVELGPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE 21"#g BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 1,2 1,2 WITH SECTION R316. WOOD 16" 16" 12" ENDJOIST OR BLOCKING(FACE-NAILED) 2-16d 2-16d PER FOOT SCREWS m 10.INTERIOR WALL COVERING SHALL BE INSTALLED IN ACCORDANCE WITH • • W � op Ov SECTION R702 AND EXTERIOR WALL COVERING SHALL BE INSTALLED IN 1 POUND=0.454 k 3 ® Z r- m O FOR SI: 1 INCH=25.4 mm, I FOOT=304.8 mm, g FLOOR FRAMING ACCORDANCE WITH SECTION R703. 1 MILE PER HOUR=.44M/S • • ��/ C ct JOIST TO SILL,TOP PLATE OR GIRDER TOE-NAILED) 4-8d 4-10d PER JOIST li 11.ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ( � �) a.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH N N AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. • Li BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END 12.IN ACCORDANCE WITH I SECTION R321,APPROVED NUMBERS OR ADDRESSES W • C/� � � SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END W W r'" PLAINLY VISIBLE.AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. PANEL. ' c. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK W 13. STAIRWAYS SHALL BE INSTALLED INACCORDANCE WITH SECTION 8311.5 BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM '� -- AND HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R311.56. ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. LEDGER STRIP TO BEAM(FACE-NAII ED) 3-16d 4-16d EACH JOIST W o �" W TYPICAL WINDOW PANELJOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d PER JOIST r� W BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST WIND UPLIFT DESIGN TABLE 8301.7 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 1 3-16d PER FOOT TABLE R507.8 TABLE R301.5 WOOD FRAME CONSTRUCTION MANUAL ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY ROOF SHEATHING FOR ONE&Two FAMILY DWELLINGS(2018 EDITION) STRUCTURAL POST HEIGHT STRUCTURAL MEMBERS DISTUBUTED LIVE LOADS STRUCTURAL PANELS 8d 10d 6"EDGE/6"FIELD -SECTION 3.2.1.7 SILL PLATE To FOUNDATIONa ALLOWABLE (IN POUNDS PER SQUARE FOOT) -TABLE 3.2,3 2A-C DECK POST SIZE MAXIMUM HEIGHT STRUCTURAL MEMBER DEFLECTION GABLE ENDWALL RAKE 8d 10d 4"EDGE/4"FIELD -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION USE LIVE LOAD DIAGONAL BOARD SHEATHING -TABLE 3.413 4"x4" 8' RAFTERS HAVING SLOPES GREATER THAN 3/12 gh -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ATTICS WITH LIMITED STORAGE 20 1"x6"or 1".18" 2-8d 2-lOd PER SUPPORT -TABLE 3.4,3.4B WITH NO FINISHED CEILING ATTACHED TO L/180 -SECTION 3.2.3.1 HOLDDOWNS 4"x6" 8' RAFTERS ATTICS WITHOUT STORAGE b 10 1"x10"or WIDER 3-8d 3-10d PER SUPPORT -TABLE 3. 6". 6" 14' ATTICS WITHOUT STORAGE WITH STAIRS 30 -SECTION 3.2.5.4.5..5.4 FADER AND/OR GIRDER TO STUD � = INTERIOR WALLS AND PARTITIONS H/180 (n -TABLE 3.7 a. MEASURED TO THE UNDERSIDE OF THE FLOORS AND PLASTERED CEILINGS L/360 EXTERIOR BALCONIES AND DECKS 40 CEILING SHEATHING z -SECTION 3.2.2.1 ROOF ASSEMBLY To WALL ASSEMBLY BEAM GYPSUM WALLBOARD Sd COOLERS Sd COOLERS 7"EDGE/10"FIELD 0 N -TABLE 3.4,3.4B ALL OTHER STRUCTURAL MEMBERS L/240 FIRE ESCAPES 40 -SECTION -TABLE 3 6,36A STRAPS GUARDRAILS AND HANDRAIL 200 WALL SHEATHING ~ O1 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 GUARDRAILS IN-FILL COMPONENTS 50 STRUCTURAL PANELS 8d 10d 6"EDGE/6"FIELD W TABLE 3.413 PASSENGER VEHICLE GARAGES 50 a W V Z EXTERIOR WALLS-WIND LOADS WITH BRITTLE FIBERBOARD PANELS UPLIFT STRAP CONNECTION REQUIREMENTS FINISHES L/240 ROOMS OTHER THAN SLEEPING ROOMS 40 '/16' 6d 3 - 3"EDGE/6"FIELD -� a W U (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) EXTERIOR WALLS-WIND LOADS WITH SLEEPING ROOMS 30 z�2" 8d 3 - 3"EDGE/6"FIELD ( ) Q PRESCRIPTIVE ALTERNATE TO TABLE 3.4 FLEXIBLE FINISHES L/120 STAIRS 40 c 0 co H GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR SUBNOTES REFER TO THE 2016 N.Y.S.CODE U z W H FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION) NOTE:L=SPAN LENGTH,IT=SPAN HEIGHT HARDBOARD 8d 8d 6"EDGE/12"FIELD v1 Q a! a THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT PARTICLEBOARD PANELS 8d 8dSEE MANUFACTURER AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN 8d (SEE DEAD LOAD ASSUMPTION: ROOF/CEILING ASSEMBLY DL= 15 psf b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE DIAGONAL BOARD SHEATHING Z CANTILEVER THREE SECOND GUST WIND 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT Z 0 110 115 120 130 140 150 160 170 180 195 c FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SPEED (mph.) SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR 1°xI O°or WIDER 3-8d 3-1 Od PER SUPPORT ��yy SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.FOR G SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO FRAMING COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120 TABLE R402.2 FLOOR SHEATHING SPACING ROOF NUMBER OF 8d COMMON NAILS or lOd BOX W 0 W SPAN(ft.) NAILS IN EA.END OF 1_V4"x20 GAUGE STRAP 1,2,3,4 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE STRUCTURAL PANELS Q =; fs, (in.) MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c)a F„•, 12 1 1 1 1 1 2 2 2 2 3 16 1 1 1 1 2 2 2 3 3 3 TYPE OR LOCATIONS OF WEATHERING POTENTIAL b 1"OR LESS 8d 10d 6"EDGE/ 12"FIELD W 20 1 1 1 2 2 2 3 3 3 4 CONCRETE CONSTRUCTION GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD Q W Q 12 24 1 1 1 2 2 2 3 3 4 4 NEGLIGIBLE MODERATE SEVERE 0 0 W 28 1 1 1 2 2 3 3 4 4 5 DIAGONAL BOARD SHEATHING U 0 Z BASEMENT WALLS,FOUNDATIONS AND OTHER o 32 1 1 2 2 2 3 3 4 5 5 2,500 2,500 2,500 1"x6"or 1"X8" 2-8d 2-10d PER SUPPORT a � 36 1 1 2 2 3 3 4 4 5 6 CONCRETE NOT EXPOSED TO THE WEATHER 0 1"x10"or WIDER 3-8d 3-10d PER SUPPORT 12 1 1 1 2 2 2 2 3 3 4 BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2 500 16 1 1 1 2 2 2 3 3 4 4 -� 20 1 1 2 2 2 3 3 4 4 5 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL Q BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING 16 24 1 1 2 2 3 3 4 4 5 6 a a -23 28 1 2 2 2 3 3 4 5 5 7 WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 3,000 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, 0 EXPOSED TO WEATHER SHALL BE USED TO MAINTAIN THE LOAD PATH. E 32 1 2 2 2 3 4 4 5 6 7 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED 2 36 2 2 3 3 3 4 5 6 7 8 PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE d,e d,e v WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000 3,500 TO BE REDUCED TO 1-16d NAIL PER FOOT. c, 12 1 1 1 2 2 2 3 3 4 4 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL Q a REQUIREMENTS. 16 1 1 2 2 2 3 3 4 4 5 FOR SI:I POUND PER SQUARE INCH=6,895 kPa 20 1 2 2 2 3 3 4 4 5 6 19.2 24 1 2 2 2 3 4 4 5 6 7 A AT 28 DAYS PSI � Date Revision Issue B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL 28 2 2 2 3 3 4 5 5 7 8 C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCION SHALL BE AIR-ENTRAINED CONCRETE IN 01/30/23 ISSUED FOR REVIEW ACCORDANCE WITH FOOTNOTE D. 32 2 2 2 3 4 4 5 6 7 9 D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL ROT BE LESS THAN 5 PERCENT OR MORE THAN 36 2 2 2 3 4 5 6 7 8 - 7PERCENr. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 12 1 2 2 2 2 3 3 4 4 5 TABLE R301.2(1) TABLE R301.5 16 1 2 2 2 3 3 4 5 6 6 20 1 2 2 3 3 4 5 5 6 7 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 24 24 2 2 2 3 4 4 5 6 7 8 WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD (IN PONDS PER SQUARE FOOT) 28 2 2 2 3 4 5 6 7 8 GROUND SEISMIC WINTER AIR MEAN INTERIOR SPACES INTENDED FOR HUMAN Drawn By: SNOW SPEED° TOPOGRAPHIC SPECIALWIND WIND-BORNE FROST LINE UNDERLAY- FLOOD OCCUPANCY SHALL BE PROVIDED WITH INDOOR 32 2 2 3 3 4 5 6 7 9 - DESIGN DESIGN FREEZING ANNUAL F WEATHERING TERMITE E MENT HAZARDS' TEMPERATURE OF NOT LESS THAN USE LIVE LOAD M. MONTALBANO 36 2 3 3 4 5 6 7 8 - _ Q LOAD (MPH) EFFECTS" REGION` DEBRIS ZONE' CATEGORY DEPTH" TEMP REQUIRED" INDEX TEMP 68 DEGREES FAHRENHEIT AT A POINT 3 FEET CALL, ABOVE THE, FLOOR ON THE DESIGN HEATING 130 1-MILE FROM MODERATE DAY UNINHABITABLE ATTICS WITHOUT STORAG9 10 Project# 1.PRESCRIPTIVE LINITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 psf WL,I, NO NO COAST&F.I. B SEVERE 3 FEET TO HEAVY SEE RIGHT YES PLANS 599 51 ,� 2.TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING EXAMINER SYSTEM DESIGN SHALL BE BASED ON MAX 72 UNINHABITABLE ATTICS WITH LIMITED STORAG g 20 MANUAL J DESIGN CRITERIA" 2-3-009 LOCATED IN EXPOSURE B. Z DEGREES EATING,MINIMUM 75 DEGREES COOLINGHABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIR 3011 3.TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND N DEGREE DAYS(NY LAGUARDIA)4811,WINTER Scale CEILING ASSEMBLY DEAD LOAD OF 9 PSF(0.60 x 15 psf=9 psf). N WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING DESIGN TEMP 15,DRY BULB 89,WET BULB 75 BALCONIES(EXTERIOR)AND DECKS 40 AS NOTED IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ELEVATION LATITUDE HEATING COOLING CORRECTION TEMPERATURE TEMPERATURE ) � (2015 IPC APPDX D TEMPERATURE ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY,THE Oc4 FACTOR COOLING DIFFERENCE ALSO AS PER NYSBC 2020 CHAPTER 16 SECTION FIRE ESCAPES 40 TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT w 1609 AND ASCE 7 2016 -WIND EXPOSURE EACH END OF THE STRAP. Z CATEGORY AND SURFACE ROUGHNESS IS B. GUARD AND HANDRAIL 200h Date 4.MINIMUM ASTM A653 GRADE_3 STEEL STRAP. r� 108FT 41 DEG N 15o F 860 F 1.0 700 F 750 F 55o F USE C FOR BOTH SOUTH SHORE AND FIRE 01'27'23 ISLAND. GUARD IN-FILL COMPONENTS 50a F- COOLING WIND WIND COINCIDENT PASSENGER VEHICLES GARAGES 50" W TEMPERATURE VELOCITY VELOCITY WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY _ TOWN OF ISLIP IS WITHIN A HURRICANE PRONE Sheet# .a DIFFERENCE HEATING COOLING REGION ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 E" I1°F 15 MPH 7.5MPH 72°F MEDIUM(M) 40% 32 GR C 50%RH _ STAIRS 40° r. NAILING AND STRAPPING ANCHOR BOLT SPECIFICATION ;4 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) NOTE: RIDGE HOLD DOWN CONNECTIONS TABLES 3.213,3.2C,3.3A NOTE: ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR BOARD TYPICAL TYPICAL (REQUIRED AT EACH BUILDING CORNER&O.H. GAF.AGE DOOR JAMBS) SEE TABLE R301.2(1)SHT.N-1, • ,��ti„ ��"� 'SIMPSON'EQUIVALENT-CS20(COILED STRAP) (SEE FLOOR PLANS FOR LOCATIONS) SPACING CORNERS ROOF FOR WIND SPEED ALL COIL STRAPPING TO HAVE MINIMUM 12"BEARING ON WALL STUDS(ALL TABLE 3.17F STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) RAFTER T-0"O.C. (130 MPH) 6"MIN. ' ALL STRAPPING TO BE SPACED AT 16"O.C. 2'-6" O.C.(140 MPH) 12"MAX. ALL TABLES REFER TO 2018 W.F.C.M. COLLAR TIE 32"O.C.MAX. 0 � t------ ww Q L— ———— WHEN RIDGE IS STRAPPED. Z C) W W AT RAFTER TO RIDGE CONNECTION C.T. x,16"O.C.WHEN No O z C) Z FOR RIDGE STRAP- 4-8d COMMON NAILS OR STRAPPING IS USED. • ' ' a % ' C) Z 4-10d BOX NAILS IN EA. r. END OF STRAP. -TABLE 3.6A PLAN O C) U a FOR ALT. COLLAR.TIE- 4-10d COMMON NAILS OR ROOF SECOND FLOOR ATTACHMENT > 4-12d BOX NAILS IN EA. RAFTER END. -TABLE 3.6A � (REQUIRED FOR ALL NEW CONSTRUCTION � AND SECOND FLOOR ADDITIONS) U U H J 3" SQ.x 5/16" WASHERS NOTE: ————— — &END NUT SETUP W COORDINATE w/TABLE 3.413 SHT.N-1 CEILING A DOUBLE SILL PLATE ON FOR ALL STRAP CONNECTION REQUIREMENTS JOIST "SIMPSON"HDU5SDS 2.5 COPPER TERMITE SHIELD AT RAFTER TO TOP PLATE «/SILL INSULATION w 2-16d COMMON 5/8"DIA. ANCHOR TO STUD CONNECTION 2-16d GA. NAILS C,6"O.C.FOR BOLTS(TYP.) .••. .' = FULL LENGTH OF FOR STRAP- (SEE TABLE 3.413 SHT.N-1) STL. STRAP OR N STUD POURED CONCRETE AT EACH END OF STRAP "SIMPSON"CS-20 BLOCKIN ' a�ENDWALL FOUNDATION WALL ' FOR ALTERNATE.- 14-10d NAILS ATEA. STRAP, "SIMPSON"MTS 12 AS PER MANUF'RS REQ'TS. •s 00 (TWO STRAPS TOTAL) ® _ W0O o (MEETS OR EXCEEDS UPLIFT Z v)REQ'TS OF TABLE 3,4) SECTION 4 z NOTE: N N N NOTE: "SIMPSON"HDU5SDS 2.5 1.) USE 5/8"DIA. ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO Q z FOR CATHEDRAL CEILING AT SLOPING RAFTERS ORCONCRETE W/3" SQUARE 15/16"WASHERS AND END NUT SETUP. W W c� E, JOIST TO HEADER CONNECTIONS PROVIDE"SIMPSON" SHOE PL. 2.)ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED "LSSU210"ADJUSTABLE HANGER. SUBFLR. BY HOLD DOWNS FOR SHEARWALLS. W 3.)ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 MINIMUM TO >• W Q AT STUD TO FLOOR ASSEMBLY RIM JOIST FLOOR ALL STRAPPING,ANCHORS,HOLD DGWNS,& 12"MAXIMUM FROM ENDS AND CORNERS. J V) H JOIST ADHESIVES TO BE INSTALLED AS PEP, W TO STUD CONNECTION JOIST SPECIFICATIONS. (ONLY APPLICABLE FOR TWO-STORY TOP PL. CONFIGURATION'S) SPLICING OF TOP PLATE � FOR STRAP- (SEE TABLE 3.413 SHT.N-1) ATEACH END OF STRAP "SIMPSON" , Z (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) MTS 16 -" TABLE 3.21 FOR ALTERNATE,- 14-10d NAILS AT EA. STRAP, "SIMPSON"MTS 16 AS PER MANUF'RS REQ'TS. (TWO STRAPS TOTAL) FIRST FLOOR ATTACHMENT TOP PLATE SPLICE TOP PLATE SPLICE (MEETS OR EXCEEDS UPLIFT 1-1/4"x2o GA. REQUIREMENTS REQUIREMENTS REQ'TS OF TABLE 3.4) STL. STRAP OR (REQUIRED FOR ALL NEW CONSTRUCTION ONE STORY SLAB-ON-GRADE ALL OTHER CASES "SIMPSON" CS-20 AND FIRST FLOOR ADDITIONS) FOR SECOND- STRAPPING TO OVERLAP Building Dimension Minimum Splice Building Dimension Minimum Splice FLR.ADDITIONS FIRST& SECOND FLOOR (ft.) St ( I,z,3 ) Length( 1,2,3 c'V 'STUDS BY MIN. 12° ft Length ft.) (ft. Len h ft.) SHOE PL. "SIMPSON"HDU5SDS 2. 12 -0" 3'-0" 12'-0" 2'-0" • ' O N NOTE: SUBFLR. 2-16d COMMON 16'-0" 4'-0" 161-011 3'-0" o� ALL CLIPS& STRAPS CAN BE MOUNTED RIM JOIST FLOOR NAILS C 6"O.C.FOR 201-0" 51-011 201-011 41-0„ Q FROM EITHER ALL EXTERIOR OR ALL JOIST FULL LENGTH OF M V BLOCKING INTERIOR,BUT NOT A COMBINATION OF BOTH. STUD 24 -0 6-0 241-01' 4t-011 SILL PL. @ ENDWALL II 281-011 7'-0” 28'-0" AT STUD TO FLOOR ASSEMBLY ' � •% .• ...;••;• ' •.. 32'-0" 8'-0" 32'-0° 6+-0++ J � TO SILL PLATE CONNECTION ,: : ; „ 99-011 361-01' „ • 40'-0" 11'-0" 40'-0" 8'-0" FOR STRAP- (SEE TABLE 3.4B SHT.N-1) • ° r e• - [- AT EACH END OF STRAP � �� .= n • • • � Z LLI Q �' a :.' '. • 50'-0" 130-011 50'-0" 10'-0" Q Q 7/8"DIA THREADED ROD EMBEDDED 12 1/2" INTO 4601-001 16'-0" 60'-0" 12'-0" CONCRETE W/'SIMPSON'ET(HIGH STRENGTH EPDXY ADHESIVE)&FOR TEMPERATURES(o DEG.TO 40 DEG F) p 70'-0" 19'-0" 70'-0" 14'-0" O C W 1-1/4"x20 GA USE'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE) G 80'-0" 22'-0" 80'-011 16'-0" STL. STRAP OR TOP PLATE SPLICE LENGTH ~ (� "SIMPSON"CS-20 - Z AT STUD TO FLOOR ASSEMBLY z TO SILL PLATE CONNECTION L 1.)TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO- a ® 0 (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) TOP SHORTEPLATE R LENGON THS, TH NAI LS PER FOOT, FOR SIIORTER SPLICE LENGTHS•THE NAIL SPACING FOR STRAP- •• .•.4.• SHALL BE REDUCED IN ORDER TO PROVIDE AN O (SEE TABLE 3.413 SHT.N-1) ;. .• " .4 EQUIVALENT NUMB ER OF NAILS J. AT EACH END OF STRAP :'.' ••. :'. •: •' 2.)TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN EXPOSURE B OR C. Y� .• 3.)TOP PLATES SHALL BE A NIII IIMUM OF STUD GRADE C) MATERIAL. a 00 CN IF END VIEW SECTION NAILING & STRAPPING AT TYP.PROVIDE RAFTER TO KING ATTACHMENT WHEN an z FLOOR & ROOF EXTERIOR WINDOW / DOOR HEADERS ALIGNED OR RAFTERS AND PLYWOOD LENGTH`L' KINGS TO PLATES €; o DIAPHRAGM BRACING STU%BEARING \ �9 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) Q a (REQUIRED FOR ALL NEW CONSTRUCTION ANDIOR NEW ADDITIONS) PLATE y I' RATIO LIMITS=H/L<3 1/2 SECTION 3.3.5&3.5.5 I I + + TYP.PROVIDE RAFTER TO Date Revision/Issue NAILING SCHEDULE B : (2018 W.F.C.M.) "CRIPPLE"CONNECTION PLYWOOD NOT SHOWN FOR II ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS H2A OR EQUAL OR STRAP CLARITY 01/30/23 ISSUED FOR REVIEW RIDGE I Notation DETAIL C LEFT � SOLID BLOCKING n SEAMS Rough A E C D BLOCKING 2 BAYS Opening BACK �r,48"o.c. DOUBLE 2x MIN. 2'-0" 1 O 2x4 1 1 1 TYP. STRAPPING �? -- -- - -- WALL SHEATHING TO BE NAILED NAILING AS PER FOR HEADER OR BEAM AS PER TABLE 3.1 SHT.N-1,2015 ATTICy"ROD REQUIRED 4'-0" (1)2x4 2 2 2 TABLE 3AB SHT.N-1 i i W.F.C.M• Drawn By: I AT EA.END OF STRAP q FOR STUB I THREADED ROD 6'-0" (2)2x4 OR(1)2x6 3 3 3 C PLYWOOD SHEATHING M. MONTALBANO w 8'-0" (2)2x4 OR(1)2x6 3 4 4 FOR NUMBER OF 8D COMMON NAILS C 6" 10'-0" (2)2x6 4 5 5 JACK STUDS REFER ' i O.C.EDGE&FIELD. Project# UA TO FLOOR PLANS 23-009 12'-0" (2)2x6 < 6 6 B-- HOLD DOWN SEE DETAILS T' FIRS & SECOND FL. o CNW COUPLER NUT Notations: 10 THIS SHEET Scale MIN.EDGE DISTANCE A. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO AS NOTED AS PER MANUF. DOORS) TYP. STRAPPING •• , jY B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF Date D NAILING AS PER NOTE: 01-27-23 o •o o HEADER TABLE 3.413 SHT.N-1 BLOCKING 2 BAYS :'�- • •o ,. :.•;•. 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, BACK C,48" o.c. �?:P.,•,a C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT AT EA.END OF STRAP SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. MIN.END DISTANCE KING STUD TO END OF HEADER AT EACH SIDE 2.HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. Sheet# EXCEPTION: AS PER MANUR 3.REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE NOTE: PATH. GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED,ADDITIONAL ROOF DIAPHRAGM BLOCKING IS NOT REQUIRED. HOLLOW COLUMN DETAIL D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING O E 1 1/4"X20 GAUGE SHEARWALL SEG. DETAIL (TYP) JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT � STEEL OR'SIMPSON'EQUIVALENT APPLY TO DOORS) CS20(COILED STRAP) r, THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall above must stack over wall below i �•` at 12"on-center ( ) Load bearing or braced/shear wall above .0- Plate nail,16d(0.135"x 3 Y") Plate nail,16d(0.135 x 3 Y2') 7 „ Blocking panel:1Y"TJ'Rim Board, R When sheathing thickness exceeds 8 , 2x stud wall at Floor panel nail- g p (must stack over wall below when present) ALLOWABLE HOLES - TJI@ Joists ;'c';, at 16"on center at 16"on center g p 1y"or 1Y"TimberStrand'LSL or No load bearing Blocking panel: trim sheathing tongue at rim board 16 on-center 8d(0.131"x 2Y")at 6"on-center ®. g 1}1"hole may be cut 'V 1Y"TJ'Rim Board,IIA"or Web stiffener TJI Olst. wall above Min.distance from Table A Min distance from Table B Y , j. IFLI required on both Plate nail-16d(0.135"x 3Y") Blocking panel: anywhere in web out- 1Y"TimberStrandr'LSL or q Web stiffeners required on 2x4 minimum Web stiffeners 1Ya"TJ'Rim Board, DO NOT side of hatched zone r, - =• tu.l ®• sides at A2W ONLY at 16"on-center' TJI joist Sheathing both sides at A3AW ONLY squash blocks required each side 1Y"or 1Y"TimberStrand'LSL cut or notch flange. Floor panel nail- bounda nails, at B3W ONLY 8d(0.131"x 2Y2')at 6"on-center' boundary or TJI'joist 8d(0.131"x 2Y") IX"or 1 Y2' Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand'LSL Ys Web stiffeners 6" O 6" ; nail each side at A3._W rim board. B1 BIW -4 required on both Toe nail, Toe nail, Toe nail-10d(0.131 sides of both joist 6" Lt 2 x Dt Di Closely grouped round Lz 2 x Lz z s" 6" 10d 0.131"x 3" 10d ail, x 3" 1Y8'TJ'Rim Board, When sheathing x 3")at 6"on-center ends at 64W ONLY No field cut mini mu holes are permitted if minimum No held cut Do not cut ( ) ( ) (A3.1/A3.1 W only) thickness exceeds 78" 12" Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes In holes larger Q at 6"on center at 6' on-center 1Y4'or 1 y2'TimberStrand'LSL. trim sheathing tongue min. End of joists at hatched meets requirements for hatched " W ix ® 9 9 on both sides at E1 W Centerline cut holes in cantilever except knockouts) round or square holes. than 1/ In O Web stiffener TJI rim joist at rim board reinforcement. zones zones cantilever 1 and 62W ONLY Z E-+ s Toe nail-10d(0.131"x 3") of support required on both Must have 1314"minimum * Install proper blocking to PP Table A - End Support W p O O O O at 6"on-center p P 9 Blocking panels may be required U cn * sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges B2 B2 Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support ,_, Z >-' Al Al A2 rim joist per detail. A3 A3.1 A3.2 A3.3 walls above or beow-see detail B1 so below-see detail B1 Ge JOIST TJ le ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installations specifications see Rim Board Details and Installation in A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4�r DEPTH z" 3" a" s' sy" 7' s,�' 1111" 113' z" 3 a" 5" s7�" 7' e;f' 111" +3' ' � � P A3W y O O Nail through 2x cantilever,wood backer and 110 r-o" r-s" z'-o" 3'-0° 5'-0" r-o" r-6" T-6" T-6" a'-s" w C� W Z Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O O O O Details and Installation in g, erhaeuserinstalla5on Guide 1Y"TJ'Rim Board or 1Ya"or 1Y TimberStrand' Blocking TJI joist web with 2 rows 10d(0.148"x 3") zf o 1'-0" 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" z'-6" a'-o" 5'-0" for Floor and Roof Framing,TJ-9001. e}�" F Q LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" z'-o" 2'-6" 3'-6" 5'-6" 1'-0" z'-o" 3'-0" a'-s" 5'-0" � Q top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Y"TJ 10 360 r-s" r-o" T-0" a'-o" 6'-0" r-s" r-6" T-6" 5'-0" 5'-6" -1 W connections equivalent to floor panel schedule. joist flange widths. 560 r-s" 2'-6" T-6" 5'-0" T-0" T-0" T-a' a'-o" 5'-6" 6'-0" 6'-0"length of TJI'joist 8"diameter maximum hole for 11%"- ® ® 1110 r-o" V-0" '- " '- " '- " '- " '- " '-0•' r-6" " '-" '- " '- " '-0" I- 1Y"TJ Rim Board 1Ya"or 1Y2'TimberStrand Z W reinforcement and filler 16"deep blocking panels;6"diameter 210 1'-0" 1'-6" 2'-0" 2'-0" 3'-0" 3'-s" s'-o" 1'-0" 1'-6" '-6" 3'-0" 5'-0" 5'-6" s'-s" 4'-0"length of 8"diameter maximum hole for 11 8"- block.Use 4'-0"length maximum for blocking panels 9Y" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist fix,, 230 1'-0" V-6" 2'-0" 2'-6" T-0" 3'-6" 6'-6" V-0" 2'-0" 2'-6" T-s" T-6" 5'-6" 7'-0" %4'reinforcement 7 one each at top and bottom flange. 360 1'-6" 2'-0" T-0" T-6" 4'-6" 5'-0" T-0" 1'-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 16"deep blocking panels;6"diameter with 9Y"and 11/"TJI eep or shorter than 12"long. with one 8d(0.131"x 2Y") 8"diameter maximum hole for Attach reinforcement to joist nail at each corner 560 r-s" 2'-6" T-0" 4'-0" 5'-6" 6'-a' 8'-0" 2'-6" T-s" 4'-6" 5'-6" T-0" T-6" 8'-0" 7 on one side at E2, maximum for blocking panels 9Yz" joists. Do not cut flanges. 1 F1 applies to Web stiffeners 11/8'-16"dee blocking panels; g P PP ++o r-o" r-o" r-o" r-o" r-s° z'-o" 3'-0" 5'-6" r-o" r-o" r-s" 2'-0" 3'-s" a'-o" s'-o" a'-o° P g P both sides at E3 with one 8d(0.131"x 2Yz") deep or shorter than 12"long. Horizontal blocking uniformly 210 11'-0" 1'-0" '-o" 1'-6" 2'-0" 2'-6" T-6" s'-o" V-0" 1'-0" 2'-0" 2'-6" a'-o" 4'-6" 6'-6" 8'-6" /Load from above required on both 6"diameter maximum for 1Ya"TJ'Rim Board 1Ya"or 1Yz" Hall at each corner Do not cut flanges. panels between each loaded joists 11a•' 230 1'-0" 1'-0" 1'-0" '- " z'-s" z'-s" a'-o" 7'-0'• 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 7'-0" 9'-0" sides at E1 W ONLY blocking panels 9Y"deep or TimberStrand'LSL.Nail with shorter than 12"Ion joist.Nail to top plate with only. 3so 1•-0" V-0" V-6" 2'-6" T-6" 4'-0" 5'-s" 8'-0" f'-o" 1'-6" 2'-s" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" : 10d(0.131"x 3")nails,one 12"length of 3/a" connections equivalent to Wood 9 �m 560 V-0" V-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 5'-0" T-0" T-6" 9'-0" 10'-0" Y16', Do not cut flanges. 1Y"TJ'Rim Board or 1Ya"or 1Yz" each at to and bottom flange. d��` e< x.11 ++o o" a' o" r-a' r-o° r-o" z'-o" 3'-0" 5'-0" r-o" r-o" r-o" r-s" T-0" 3'-0" 5'-6" T-6" 10'-0" ■ TlmberStrand'�LSL.Nail with 10d p g reinforcement on floor panel schedule. backer 5 �a ��e� o� zfo r-o° r V-0" V-a' r-s" 2'-6" 3'-6" 6'-0" r-0" r-o" r-o" r-0 T-0" T-6" s'-6° 8'-0" 1r-0" 0.131"x 3" nails,one each at one side at E5, 12"length of Y4" i��`e e� cam \oads 16" z3o o° r-o" r-o° r-o" r-s" r-6" 3'-0" a'-o" TO" r-o" r-o" r-o° r-o" 3'-s" a'-o" r-o" s'-o" 1r-o" ( ) Attach reinforcement to both sides at E6 ��l e� ■ to and bottom flange. Full dept vertical reinforcement on one side �i�� `Foto` 36o r-o" r-o" r-o" 1'0" z'-s" T-6" a'-s" 6'-s" s'-o" r-o" r-o° r-s" 3'-0" 5'-0" 5'-s" 9'-0° 10'-0" 1r-6" P 9 joist web with 3 rows P ca (` lir 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 den 56o r-o" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" T-6" 10'-0" t'-0" 2'-0" 3'-0" 4'-6" 6'-6" T-0" 10'-0" 11'-0" 12'-0" 2x4 minimum Attach reinforcement on-center,clinched. Use 2 each joist 4•' 6" r' 9" 110" 112" 14Y," 16%" a" 6" r' 8" 10" 12" 14'/' 116'/4" ■, squash blocks to joist flange with 2 row®with 9Y2'and 117/" Less than 5" E� E8 Less than 5" 78„ 360 r-o" r-o" r-0" 2'-0" 4'-0" 5'-6" 9'-6" r-o" 3'-0" a'-s" s'-o" 10'-0" 1r-o° 13'-6" N O ® p 8d(0.131 x 2Y")nails at 6" a� TJI joists. 560 r-o" r-o" r-o" z'-o° a'-s" T-o" io'-s" 2'-0" 5'-0" s'-s" s'-o" 12'-0"114'-0" ® W 00 oo U 1Ya"TJ Rim Board or 2'. off` Ga WEB STIFFENER ATTACHMENT 3so r_o" r-0" r-o" 1•-0" 2'-0" 4'-0" T-0" 10'-0" 1'-0" 1'-6" 3'-0" 4'-s" 8'-0" 11'-6" 13'-s" 15'-s° t-- m �� on-center.When reinforcing E5 E6 L p*. CS Use 2x4 minimum squash blocks to 1Ya"or 1Y' TimberStrand'LSL. Face grain a� " 20 ' d` both sides,stagger nails. Y minimum 5so transfer load around TJi®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 31/"TJI®joist flange widths 1.. 2Y4"maximum E1 E1 nails,one each at top and E2 E3 ® Table B - Intermediate or Cantilever Support �r (1Y"for TJI Nailing: bottom flange. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever sup rt EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Apply subfloor TJI"joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing blocks installed at joist-span L Web stiffener both sides. DEPTH z" 3 a" 5" s7�" r' est" 111' 113" z" 3" 4" s' sy' r' e,t^ 11r' 13' W M adhesive to all Y j P See table below. *With Flush bearing plate required. Flashin locations using point load from above,and no support Hanger height must Double TJI'Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang g contact surfaces 7 9 below,install web stiffener tight to top flange 110 2'-0" 2'-6" 3'-6" 4'-6" 7'-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" ^� g g two 8d 0.113"x• v Ti ht fit* 210 2'-0" z'-s" T-6" T-0" 8'-0" T-o" T-0" 4'-0" 6'-s" T-6" (� be a minimum of 60% ( %2) 9 (gap at bottom flange) 9y /� i-i ofJoist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 2'-6" 3'-0" a'-o" 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6" Y♦ WW nails when possible. flange with face mount hangers). ledger 2P Nailing Requirements 360 3'-0" 4'-0" 6'-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0" W W Clinch nails when possible. , See fastener g ® To`s�sp a+� 2Y s�ypicej TJI'Joist Series (in.)Depth StiffeneMinimursSize Type Number Nails 560 T-6" 5'-0" 6'-0" T-s" 10'-0" a'-o" 5'-6" 6'-6" 8'-0" 9'-0" O / table below.Maintain 1Y"TJ Rim Board or 1Ya" Hca End Intermediate 110 '.Q.' 1'-0" '-" 2'-6" 4'-0" 4'-13" '- " '-0" r-6" 2'-6" 4'-0" '- " '- " 9--6" J M or 1Y"TimberStrand'LSL. 110 All a"x 2Y, "(1) zio r-o° r-o" z'-o" 3'-0" 4'-6" 5'-0" 9'-0" r-o" r-o" 3'-0" a'-s° s'-o" s'-o" 10'-0° t 2"distance(minimum).,om 3 „ (D 8d 11�" 230 1'-0" T-0" 2'-6" 3'-6" 5'-0" 5'-6" 10'-0° 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6" c W Top mount 210 All /a x25/s' hon er edge of ledger to fastener. 230&360 All 7 "x 25 ",„ (0.113"x 2Y") 360 z'-o" 3'-0" a'-o" 5'-6" 7'-0" 7'-s" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" g Option#2: /8 V16 3 3 560 1'-6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" Fastener Allowable Load z lbs/bolt 2x_strapping installed atY3 16d 110 V-0" V-0" V-0" V-0" '-0" 2'-6" 4'-6" 8'-6" 1'-0" V-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" Face mount Backer block y'Through bolt joist-span locations using two 560 All 2x4'Z' 't� 210 V-0" V-0" 1'-0" V-0" 2'-6" T-0" 5'-6" 9'-6" V-0" V-0" 2-0" T-6" 6'-0" T-0" 10'-0" 13'-0" Rim Board Material y"lag bolt y"Through bolt with Air Space (0.135"x 3Y") 14•' 230 V-0" 1'-0" V-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" V-0" V-0" T-6" 4'-0" 6'-6" 7'-6" 11W' 13'-6" hanger both sides of web 2Yz"screws per joist,typical with single TJI''joist 1Y"TJ Rim Board lei 480 695 18' 4 4 360 v-0" v-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" V-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" 1 4•TimberStrand" LSL 610 725 615(4) Option#3: 20" Iz) 16d 5 5 560 V-0" 1'-0" V-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" V-0" T-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" Web stiffeners required if sides of ® 560D 2x4 0 110 r-0" r-0" r-0" r-a' r-o" r-o" 2'-6" 5'-0" a'-s" 1'-0" r-0" r-o" 1'-0" 3'-6" 4-6" 8'-6" 11'-6" 15'-0" hanger do not lateral) support at With top mount hangers,backer block required only 1 Y"Timberstrand LSL 675 725 Directly applied ceiling 22" ( 135"x 3Y") 6 11 H1g Y PP H2 H3 24""' 6 13 2+0 1'-0" 1'-0" 1'-0" V-0" V-0" V-0" 3'-6" 6'-0" 10'_0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'_0" O Ieast%"Of TJ le joist top flange O for downward loads exceeding 250 lbs or for uplift O (1)Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout One Of W 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 17-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" conditions.For nailing requirements see page 5,TJ- O (2)Allowable load determined in accordance with ASTM D7672. O O (1)PS1 or PS2 sheathing,face grain vertical 350 '-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" V-0" V-0" T-0" 4'-0" T-6" 8'-6" 13'-0" 14' 9001,Weyerhaeuser installation Guide for Floor and (3)1}� TJ Rim Board is allowed with Joist depths<16 only. the bracing options above is required 2 Construction rade or better y 4 Maximum y"shimmed airspace ( ) g ® 5so 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" Roof Framing,TJ-9001. ( ) p 3 Web stiffeners are always required for 22"and 24"TJI 560D Joists BEAM DETAILS FASTENING of FLOOR PANELS 4'• s" 9" 10" 12' 14/" 16/' 4' e" 10" 12" 143/" 16'/4" FILLER and BACKER BLOCK SIZES ssI) 1; 1.-o" ,=o" z'-o" s'-o" 10'0" 15=6" 1=0" 6=0" 8'-6"111'-6116-15"118--0" 19=6" Guidelines for Closest On-Center Spacing per Row +8" Til'(1)(2) Rim Board 1�a" TJI`"Joists 110 210 230 or 360 360 560 560D 360 1'-0" v.o" r-o" 1'-o" T-0" 6--0-111-4-115-4-1V-0" 1'-6" 4'-0" 7'-0" 12'-6" 16'-6" 19'-0" 20'-6" ® TimberStrand'"LSL TimberStrand®LSL Microllam° Parallam® 20 560 r-o" V-0" V-0" r-0" V-6" 5'-6" 11'-6" 15'-6" V-0" T-0" 6'-0" 8'-6"114'-01 1T-6' 19'-0" 20'-6" BEARINGFORDOOR BEAM E BEAM BEARING AT Nail Size 11d210, 360andlye' TJ Depth x'•.11 s" 14"-16" �"_117/'• 14"-16" 9Y2%11%•' 14"-16'• 18"-20" 11� 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side OR WINDOW HEADER and 230 560 Rim Board 1Ya" 1y" Leave Ye"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. BEARING AT WALL or wider L PSL CONNECTION CONCRETE WALL 8d 0.113"x 2Y2"), ® ( 8d 0.131"x 2j�") 4" 3" 6" 4" 3" S. 4" 4" Filler Block(+) 2x6 2x8 2x6+ 2x8+%" 2x6+y" 2x8+j z" 2x12+y" Two Two Two Four�"x 15" • Tables are based on uniform load tables in current design literature 1Y"TJ Rim Board or Strap per code if top plate 10d(0.148"x 3"),12d(0.148"x 3y') 4"(3) 4"(31 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing drm 1Ya"or 1 Yz"TimberStrand' IS not Continuous over For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL or blocking for lateral header 16d(0.162"x 3X") 6" 6" 16"(4) 6"(5) 6'+51 6"(e) 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+%" 2x10+Y8" 2x6+Y2" 2x10+X" Not at the center of the joist span provided that no other holes occur In the joist. C �l support 3 (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable tr) PP (1)Stagger nails when using 4"on-center spacing and maintain/ Joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long � p1 panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table When fastener spacing for ALLOWABLE HOLES - Headers and Beams " Backer Block(+) Strap per Code If top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI joists. 5 „ 3 3 . X" %"or 1"Net 2x6 2x8 2x12 plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered (Detail F1 / or/ / or Two 4"x 15" 1.55E TimberStrandO LSL Headers and Beams or H2) sheathing t� over Column (3)With 10d(0 148"x 1%")nails,spacing can be reduced to 3"on-center for light gauge steel straps 2 x diameter of the Top mount 4 Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y"(to minimizes splitting). Filler 16d(0 135"x 3 2') largest hole minimum ( ) P 9 P 9) Nail Size 10d(0.128"x 3") 9 (minimum) W hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y"(to minimize splitting). Backer 1 O(0 128"x 3") r Z Protect untreated Y3 depth Allowed hole zone r Column Face mount (6)Can be reduced to 3y"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Filler 0(15 for mulit-family) J Wood from direct Nail 15 one side 15 each side 25 each side O hanger ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede z 10(15 for multi-family applications) each side �:� UJ Contact with recommendations listed above. Quantity() Backer 15 10(15 for 15 15 Q Q L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI®joists is 18"on-center. mulit-famil O O ■14 ga Staples may be Substituted for 8d(0.113"x 2Y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain/"gap at top of joist,see detail W.Flier and backer block O O O literature for framing connectors O dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o o 0 o o 1.55 E TimberStrandx LSL O ■To minimize splitting,maintain edge distance and row spacing of 2r4 x nail diameter or ",whichever iS greater. (2)Clinch nails when possible. Header or Beam Maximum Round Q ■� � ■Nailing rows must be offset at least y"and staggered. Depth Hole size fib■ JU ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor 9Y;'9Y" 3" Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. 8" 8" 1 ,. 5 p p Joists must be laterally supported at 11y"-11 � 3/ � /� Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" 4yF' vI Piece #of Fastener TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See Illustration for allowed hole zone Z �r Width Plies Type(" Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with ® sir Z uniform and/or concentrated loads anywhere along the member. W Yw g ,�, sides,stagger fasteners on the second ml -span blocking • Round holes only BEARING AT 10d nails 3" 3 12„ side so they fall halfway between No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3Y4' 2j2' One side fasteners on the first side. Screws 3Y"or 3Y2' 2 24" H2 101 nails 3" 3'=' Al Other Trus Joists Headers and Beams O 12" Both sides DO NOT bevel cut 01st Rim board joint Microllam LVL and ^ if 3 12d-16d nails 3Ya' 2 f E2 between joists DO NOT overhangseat cuts � F-� Q ■*■ �- 3 3 beyond inside face of wall. 1.3E TimberStrand' Parallam PSL hole i ly 1/4' 3/"or 3Y2' Both sides on beams beyond the inside LSL hole zone zone 2 x diameter of the Screws 2 24" Load must be applied evenly across Y Y depth 5" One side face of support member, largest hole(minimum) P--i a 1'_ entire beam width.Otherwise,use Do NOT cur,notch or drift Verify column capacity 10d nails"' 13 3`Z' connections for side-loaded beams. � W and Ibeam bearing 12" M--I One side L5 12d 16d nails 3Ya' 2 P O length.See current 4 d o F__31 illustrations and tables. (3) (z) (per ply) except as indicated in holes in headers or I,^^ Weyerhaeuser literature. 5"or 6" Both sides , o o O v/ Z Screws 2 24•' Multiple pieces can be nailed or bolted together to CSYK � O O 6%a" One side L6 form a header or beam of the required size,up to a TJI'rim joist Microllarf LVL and Other Trus Joist'Beams F---I CO 5"or 6" Both sides maximum width of 7" 1Y"TJ'Rim Board or Parallam°PSL Header or Beam Maximum Round 0 � CN Screws 3 „ 2 24" O L3 1Ya"or 1 Y"TimberStrand'LSL. allowed hole zone Depth Hole size N � 3Y" 2 6/ One side A2 middle Y3 span 4Y8" 1" z Y2'bolts 8" 2 24" - 5j2" 1%„ (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOe 61 L1 d 1.3E TimberStrand®LSL allowed hole zone a 7Y4"-20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See Illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 E • Allowed hole zone suitable for headers and beams with uniform loads only. COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only `� z TJI®Joist to Bearing Plate Squash Blocks to TJIO Joist B3 • No holes in cantilevers. U _ • No holes in headers or beams in plank orientation. 'o 14'TJ'Rim Board or (Load bearing wall above) Q a 1Ya"or 1 Y"TimberStrand®LSL. Joist may be shifted up to 3"if Use B1 or B2 at One 10d(0.128"x e floor ane) ti a is supported O WA R N I N G One 8d 0.113 x 2Y") nail into each flange P g PP B4 intermediate bearings ( and span rating isnot exceeded. with load bearingor Date Revision/Issue nail each side.Drive Do not cut joist flanges. Joists are unstable until braced laterally nails at an angle at braced/shear wall Blocking • Sheathing • Strut Lines Plumbing Drop Bracing includes: 01/30/23 ISSUED FOR REVIEW P1 least 1Y"from end. from above End of joists at centerline • Hangers • Rim Board • Rim Joist 3Y2'minimum of support L2 I COLUMN BASE 1%4'minimum end bearing intermediate bearing Also see detail B2 single-family applications 5Y4"may be required l '� for maximum H1 Shear transfer.Connections equivalent capacity o � to floor panel nailing schedule ' Rim to TJI®Joist ° . DO NOT walk on joists DO NOT walk on joists DO NOT stack building Drawn B ': 1Y"TJ'Rim Board, ° until braced. that are lying flat. materials on unsheathed 5 'r:..�...,.. .. .. -i c•,•.,;;, *'• TJI 560 rim joist:Toe o IIA"or 1 Y"TimberStrand-LSL. Additional joist is required if M. MONTALBANO • nail with 10d(0.128"x 3") O o INJURY MAY RESULT. joists.Stack only over or TJI-'110 rim joist: floor panel edge is unsupported L4 WARNING NOTES: beams or walls. nails,one each side of or if an rating is exceeded. •• P2 One 10d(0.131"x 3")nail into ®. � P 9• . .• � p Exterior Deck TJI joist flange TJI 560 . ' LA DO NOT use sawn each flange ,: ; o Lack of proper bracing during construction can result in serious Project# ,� floorjoist ,;•.,•�.;f• r• Attachment /umber for rim � TV'210,230,and 360 rim joist: . ,; <. Structural accidents.Observe the following guidelines: , One 16d 0.135"x 3 " nail Into INSTALLATION TIPS ,•: O board or blocking, 1.All blocking,han hangers.rim boards and rim joists at the end supports of the TJI°joists must be completely installed and properly nailed 233-009 ( Y) sheathingre 9 J PP J P Y P P Y ELEVATED o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the ba This can also be each flange. •Subfloor adhesive will improve floor performance,but O g g Y COLUMN BASE ® after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of Joists at the end of the bay. 1%"minimum bearing With depths>16",use TJI 360 rim joist. may not be required. Top View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Scale Locate rim board joint between joists. ° Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood O one layer of unnailed sheathing AS NOTED minimum)at 8'oncenter(6' Y 9 BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI'110 joists)and 4 Sheathing must be completely attached to each TJI°joist before additional loads can be placed on the system of a TJI'joist(with web stiffeners)is not a substitute Concrete 1Y'knockouts ° H3 HOLES extended to a bracedendwall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1Y8"TJ'Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. Date 1Y4"or 1 Y2'TimberStrand'LSL. 12"on-center two 8d(0.113"x 2Y2'")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this 1_27_23 "; '"' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. ■r flush with inside face P3 non-shrink See framing Ian if applicable)or BANTU Sheet# i out Drive nails at an g P ( PP ) of wall or beamg' One 10d(0.128"x 3")nail each We erhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail).an le to minimize YA We erhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum Weyerhaeuser Ge�l.d goreltp WeyerhaeuserNR. ©2014 Weyerhaeuser NR Company. All rights reserved. g.1Y2'minimum from end end and intermediate bearing lengths. � October 2017 Reorder TJ-4015 IIIA This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist DIJoist Installation Guide, TJ-9006, which should be referenced for additional information. TABLE R301.5 b EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 3'-0"HIGH RAILING PROVIDE STMPSON HDUSSDS 2.5 HOEDOWN - WALL LEGEND SECTION R310 OF THE 2020 N.Y.S. RBC AS PER N.Y.S. CODE. CONNECTOR AT BOTH SIDES OF OPENING,PROVIDE (IN PONDS PER SQUARE FOOT) COLOR AND STYLE TO BE 3'-0"HIGH HANDRAIL s /"DIA.ROD&ATTACH TO WALL STUDS WITH SCREW _ R310.1:EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. SELECTED BY OWNER AS PER N.Y.S. CODE. _ USE LIVE LOAD , . PROVIDE MIN. (1)KING STUD AT BOTH SIDES EXISTING WALLS TO BE REMAIN BASEMENTS HABITABLE ATTICS AND EVERY SLEEPING p a J ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY 8 MIN. ;E•r, _ ,1 ESCAPE AND RESCUE OPENING. EMERGENCY ESCAPE AND RESCUE .:'':`• '� � '',��• GRADE ROVIDE MIN. (2)JACKS STUD AT BOTH SIDErp __ UNINHABITABLE ATTICS WITHOUT STORAG 10 8 POURED CONC.FOUNDATION :.` ` 't c c EXISTING WALLS TO BE REMOVE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD ,• _ -; ... ' ------------------- OR COURT THAT OPENS TO A PUBLIC WAY, g WALL ON I6"x8"CONTINUOUS - UNINHABITABLE ATTICS WITH LIMITED STORAG)� 20 o Z POURED CONCRETE FOOTING M HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STA 30 WITH CONTINUOUS 2"x4"KEYWAY R310.2:EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE ; ' ' ..• :: A. ,. NEW WALLS 2"X4"WD. STUDS AND(3)#5 REINFORCING BAR MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. • ' r` „ BALCONIES(EXTERIOR)AND DECKS 40 0 . '' ': :' ' ' ' :' Q A 16 O.C. CONTINUOUS ON 95/o COMPACTED 61„ 61„ -- FILL OR 2 TON VIRGIN SOIL. `. #5 REBAR 2 ROUGH OPENING �► Z O Z �" R310.2.1:MINIMUM OPENING AREA. FIRE ESCAPES 40 �' EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A GUARD AND HANDRAIL 200h I S 12 O.C. CL OF ROD VARIES(SEE FLOOR PLAN) CL OF ROD O V NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE : AT EACH DIRECTION ^_ 8" P.C. FOUND.WALL PITCH CONC. SLAB d - O Z NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL e . '.•,;;<...::�:.,:. ON 16 x8 P.C. FTG. GUARD IN-FILL COMPONENTS 50 AT%"PER FT. (MIN.) ^' _ HOLD-DOWN DTL. AT BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY a ;�� - - - - - - - - - POURED CONC. STEPS � O PASSENGER VEHICLES GARAGES 50 _ _ _ _ _ _ _ _ _ _ ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR `iY�r'� - _ - � AS PER N.Y.S. CODE. U HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE (MAX 8.25"RISER 6' OPENING S N.T.S. d ROOMS OTHER THAN SLEEPING ROOMS 40 6"0 CAST IRON �� d d NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. DRAIN.CONNECT TO AND 10 MIN.THREAD) � W x NOTES: 30G.DRYWELL. OR GREATER w SLEEPING ROOMS 30 '- U 1. PROVIDE "SIMPSON B SERIES" JOIST HANGERS R310.2.2 WINDOW SILL HEIGHT. STAIRS 40° WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE � /� AT ALL APPLICA13LE LOCATIONS. AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF FOR SUB-NOTES REFER TO THE 2020 NYS R.B.C. CELLAR ENTRANCE NOT MORE THAN 44 INCHES ABOVE THE FLOOR;WHERE THE 2. ALL BUILT UP M][CROLAM HEADERS TO BE SILL HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. N.T.S. A BOLTED OR NAILED AS PER r - - - - - - - - - - - -5 MANUFACTURER'S REQUIREMENTS. " (� - ,. - - - - - - -- - 6" RESIDENTIAL ENERGY EFFICIENCY NOTES: 61-211- 61-21f s2- - - - - - - �-2_ - 61-211 6P-211 3.) DOUBLE ALL FLOOR JOISTS UNDER CHAPTER 4 OF THE 2020 NYS R.B.C. A �ONT -PARALLEL WALLS. 5'-0" A-5 "' NEW(3)2"x10" .P.T.HDRL_F` �" W 00 00 u 4. ALL HEADERS NOT INDICATED TO BE MIN. R401.2: COMPLIANCE. }`: - - - ''` POURED CONC. STEPS -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE ;. _ I ti p NEW 4"x6"P.T.WOOD POST ON 16"0 j I ti d AS PER N.Y.S.CODE. b Q _ A ' (2) 2"X8" DOUG. FIR. LARCH # 2. PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED "MANDATORY". - - �, POURED CONC.PIER MIN. 3'-0"BELOW O NEW 4"x6"P.T.WOOD POST d- (MAX 8.25 RISER I H GRADE ON 2.1"x24NIT'DEEP P.C. cv ON 16"0 POURED CONC.PIER (E' d I„AND 12"MIN.THREAD) „Iia ~ a. N R402.4:AIR LEAKAGE. 8 i- ,� . FOOTING.(TYP.FOR 4) C MIN. 3'-0"BELOW GRADE. I o Q Z -� ) CEILING c4L ROOF OPENINGS. TYP. SECTIONS R402.4.1 THROUGH R402.4.4. p„ - - -T-62" 7'-62° NEW 4 a4 P.T. WOOD POST A PROVIDE POST-TO-PIER (TYP.FOR 3) I ' W M > THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH ON 16"0 POURED CONC.PIER METAL CONNECTOR BY Q PROVIDE POST-TO-PIER I N `4 5. DOUBLE ALL JOISTS AROUND ALL STAIR FLOOR _ 3- ( ) - - - - r" ' - - - -_ - `' MIN. 3'-0"BELOW GRADE.(TYP.) E" I w ~ E~ }' a PROVIDE POST-TO-PIER a SIMPSON ABA46Z(TYP.) H METAL CONNECTOR BY R403.1:CONTROLS. o I ' NEW(2)2"x10" ONT.P.T.PTHDR A SIMPSON ABA46Z(TYP.) al :.. 1 n ~ „ METAL CONNECTOR BY ~ „ „ - I �" w Q 6. ALL CATHEDRAL, CEILINGS TO RECEIVE 5 - R=21 BATT -AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH 3-0 HIGH HANDRAIL E~ PROVIDE 2 x10 LEDGER BD. o 0 2 UP 0, U O O SIMPSON ABA44Z(TYP.FOR 3) N I OINSULATION WITH 'RAFTER-R-MATE' BY OWENS SEPARATE HEATING AND COOLING SYSTEM. I ;, 7R I AS PER N.Y.S. CODE. o p w I A BOLTED To STRUCTURE ;' 6"0 CAST IRON Y `~° Av/y 0 GALV.MTL.BOLTS 13 W CORNING TO ALLOW FOR ADEQUATE VENTING � - PROVIDE MIN. (14)DTTIZ 3 iW R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT. �' "' &WASHERS (d, 16"O.C. W I z -HEAT PUMPS HAVING SUPPLEMENTARY `:`. I `O DRAIN. CONNECT TO N CONNECTORS MAX. n�48 O.C. z STAGGERED TOP&BTM. z ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, `� 30G.DRYWELL. (SEE DETAIL SHEET A-2) ( ) (2)2„ • 7.) ALL POSTS TO RECEIVE SOLID WOOD BLOCKING TO `' ' EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT � �:_'.' ST. __ _ _ _ _ _ __ _ _ _ MST. __ EXIS __ __ _ _ _ _ __ L SH FOUNDATION WALL OR GIRDER BELOW OPERATION HEN THE HEAT PUMP COMPRESSOR CAN MEET )cmx8 - - - THE HEATING LOAD. -F IISH- 8.) ALL CONNECTORS/CONNECTIONS IN CONTACT WITH R403.5.1:HEATED WATER CIRCULATION AND TEMPERATURE �o EXIST.CONC.WALL I / �. PROVIDE 8"X16" CRAWL SPACE ACQ (P.T.) LUMBER MUST BE APPROVED BY MANUF. MAINTENANCE SYSTEMS. 6� SHEAR-WALL AND FOOTING NOTE: I VENT W/INSECT SCREEN(TYP.) AND MUST HAVE A FINISH WITH EXTRA CORROSION -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN HOLD-DOWN ASSEMBLY PROVIDE DBL,FL.JOIST RESISTANCE, EITHER STAINLESS STEEL, ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE ¢ CONNECTI OI N TO REMAIN UNDER ALL PARALLEL I /o I I " " " TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN (TYP.FOR-ALL) PARTITIONS .� NEW 2 a8 F.J.(ti;12 O.C. HOT-DIP GALVANIZED (HDG) OR ZMAX PROTECTION. ACCORDANCE WITH SECTION I� C a /I NOTE: R403.5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS NOTE: PROVIDE GALV. j/ u" 3 ��/� I PROVIDE 2"x8"LEDGER BD. NOTE: SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY �-; "TECO"METAL JOIST 00 WW ti I✓ PROVIDE SOLID BLOCKING z r / BOLTED TO STRUCTURE ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS ACCESSIBLE. w r - - T UNDER NEW POST w HANGERS AT ALL �/ N aG /i w/X2"0 GALV.MTL.BOLTS ® N WINDOWS AS MANUFA(:TURED BY"ANDERSEN 400 SERIES"OR °�° FLUSH CONNECTIONS �, H qwq / ,I °�° &WASHERS(c� 16"O.C. EQUAL.DP30 SERIES. R403.5.3:HOT WATER PIPE INSULATION. \N �� FROM NEW HDRS. ABOVE / N (STAGGERED TOP&BTM.) (TYP.FOR ALL LOCATIONS I CA r. - HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM \ ) 3"0 STL. COL.Nv/TOP w / �, ' I-� THERMAL RESISTANCE OF R-3. \ w &BTM. STL.SCHEDULE BEARING PLATES I ,� m W i PROVIDE AREA ABOVE SC U 40 ON 24 a24 a12 DP. REMOVE EXIST. Z R403.9: SNOW AND ICE MELTING SYSTEM CONTROLS. \ OF BURNER POURED CONC.FTG. W/#5 I O ~ / WALL AND CHIMNEY -SNOW AND ICE MELTING SYSTEMS,SUPPLIED THROUGH ENERGY X'TYPE"X"FIRE REBAR n A 6"X 6"GRID,TOP I q i 1 i IN ITS ENTIRETY J Lu U VENT NOTES: CHAPTER 31 OF THE 2020 N.Y.S. RBC SERVICE TO THE BUILDING,SHALL INCLUDE AUTOMATIC CONTROLS \ RATED GYP.BD. AND BOTTOM(TYP.FOR ALL) I d i r1 Qin CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS EJIST. (3)2"x8" G E AND�OLU N ASSEMBLY TO REMAIN P3101.1: GENERAL TEMPERATURE IS ABOVE 50°F,AND NO PRECIPITATION IS FALLING AND \ -p- �- - - - - -e - �__�_�� t- - ---� NEW CRAWL SPACE Q H THIS CHAPTER SHALL GOVERN THE SELECTION AND AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF \ \\ _ - -� - i PROVIDE 6 MIL POLYETHYLENE ►-j z W INSTALLATION OF PIPING,TUBING AND FITTINGS FOR VENT SYSTEMS. WHEN THE OUTDOOR TEMPERATURE IS ABOVE 400. EXIST. _ _ _ _ NEW STAIRCASE NOTE: i VAPOR BARRIER(TYP.) F4 Q THIS CHAPTER SHALL CONTROL THE MINIMUM DIAMETER OF VENT \ BASEMENT I 8-1/4"MAX.RISER PROVIDE SOLID (MIN. 18"FROM F,J.) PIPES,CIRCUIT VENTS,BRANCH VENTS AND INDIVIDUAL VENTS,AND R404.1:LIGHTING EQUIPMENT. \ \ ti �- __- 00 9-1/8"MIN.THREAD BLOCKING MID-SPAN4 I z w THE SIZE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED �� (UNFINISHED) w I N (AS PER N.Y.S.CODE) (8'-0"MAX.O.C.) I Z Q STACKS AND STACK VENTS. ADDITIONALLY,THIS CHAPTER REGULATES LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT d (T 0"CEG. HT.) � w W I O w VENT GRADES AND CONNECTIONS,HEIGHT ABOVE FIXTURES AND LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES W <v 3'-0"HIGH RAILING O RELIEF VENTS FOR STACKS AND FIXTURE TRAPS,AND THE VENTING OF SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. NEW U.L.LISTED DIRECT-VENT a w � AS PER N.Y.S. CODE E� _ I NEW 2"x8"F.J.(a,12" O.C. ►-� SUMPS AND SEWERS. R402.4.5:RECESSED LIGHTING. w GAS-FIRED BURNER Q SECTION R311-R312. w 00 Z a Lu -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE ti AND HOT-WATER ti O CLEAR SPACING NOT - 00 N EXIST. �f a P3103.2:FROST CLOSURE. SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED u" HEATER.INSTALL AS PER A Wz TO ALLOW PASSAGE OF A v w PROVIDE MIN. ^ ® Q O WHERE THE 97.5%VALUE FOR OUTSIDE DESIGN TEMPERATURE IS AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE _°,°, MANUF.SPECIFICATIONS >0c 4" SPHERE.COLOR AND `" I 18"X24"CRAWL SPACE SLAB ON O Q 0°F OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE w N DOU LE 2"x8"F.J. STYLE TO BE SELECTED � ACCESS OPENING GRADE NOT LESS THAN 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 1 HR.FIRE RATED � UP ��cc` � BY OWNER W J THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE TYPE"X" 12R G b� O (2)2„l8„ ^ SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE w GYP.BD. (TYP.) w �.�� H INTERIOR WALL OR CEILING COVERING. FLUSH O 00 • J PROVIDE 2x8 LEDGER B . PROVIDE CONC.DOWEL(#4 REBAR) I 0 HOUSE TRAP NOTE: NOTE: LL - - - - - - - -r - - - - - - - - - - -- -- - - - - - - - - -- - - - - -- - - ti „ „ ti ,I CLEARANCES FROM FLAMMABLE MATERIALS ARE TO COMPLY i A BOLTED TO STRUCTURE 12"LONG n12"O.C.VERT.TO EXIST. A w P3201.4:BUILDING TRAPS. w -AS PER THIS SECTION IF BUILDING TRAPS ARE REMOVED,NEW WITH THE REQUIREMENTS IN THE 2020 NYS FIRE CODE AND I a H w/y2 0 GALV.MTL.BOLTS DRILLED+GROUTED W/HIGH MANUFACTURER'S RECOMMENDATIONS TO THE BUILDING NOTE: NEW 4"x6"P.T.WOOD POST I i q a O &WASHERS n 16"O.C. EPDXY RESIN. (TYP.FOR ALL LOCATIONS) a O ONES SHALL BE PROHIBITED a O i � EXISTING FOUND. WALL IS CAPABLE OF i O 00 w STAGGERED TOP&BTM. °0 �, a: INSPECTOR'S SATISFACTION. ON 16 0 POURED CONC.PIER ( a, ,_., ( ) � ,� C� _ I 1 A _ ?v PROVIDE MIN. 10 DTTIZ SUPPORTING THE NEW IMPOSED LOADS MIN. 3-0 BELOW GRADE. ( ) N 00 FROM THE ADDITIONS ABOVE A I °O 3 CONNECTORS MAX. n48"O.C. Cl W r I ~ (TYP.FOR 5) W W W z �v °A z A-5 PROVIDE POST-TO-PIER z N z (SEE DETAIL SHEET A-2) z TABLE P3201.7. METAL CONNECTOR BY I 1~ 1 SIZE OF TRAPS FOR PLUMBING FIXTURES °SIMPsoN° ABA46Z(TYP.) _ _ NEW_ (3)2'_x10" = . _CONT. P.T HDR _ _ q a RESIDENTIAL ENERGY EFFICIENCY NOTES: ?. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRAP SIZE CHAPTER 5 OF THE 2020 NYS R.B.C. Date Revision/Issue PLUMBING FIXTURE MINIMUM 9'-10" 7-4"- - - 9'-11" 9'-11" �!' 6„ 6„ (INCHES) - - - - - - - - - - - A Ol/?0 2i ISSUED FOR REVIEW FOUNDATION PLAN L - - - - - - - - - J BATHTUB(WITH OR WITHOUT SHOWER HEAD R501.1: SCOPE. A_5 1-1/2 -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE DENOTES HARD WIRED SMOKE&CARBON SCALE: 1/4"=1'-0" AND/OR WHIRLPOOL ATTACHMENTS) ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF O EXISTING BUILDINGS AND STRUCTURES. MONOXIDE DETECTOR,INSTALL AS PER SECTION R314 OF THE 2020 N.Y.S. RESIDENTIAL BUILDING BIDET 1-1/4 CODE.MAINTAIN A MIN. DISTANCE 501.1.1: ADDITIONS ALTERATIONS OR REPAIR: GENERAL. CLOTHES WASHER STANDPIPE 2 -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING OF 3'FROM ANY BATHROOM DOORS Drawn By: DISHWASHER(ON SEPARATE TRAP) 1_1/2 BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY MANUFACTURER'S MANUALS, ENERGY EFFICIENCY: M. MONTALBANO WITH SECTIONS R502,R503 OR 504. UNALTERED PORTIONS OF THE FLOOR DRAIN 2 EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE SMOKE ALARMS NOTES: MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT Project# KITCHEN SINK 90NE OR TWO TRAPS,WITH OR REQUIRED TO COMPLY WITH THIS CODE. SECTION R314 OF THE 2020 N.Y.S. RBC AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE.REQUIRED WITHOUT DISHWASHER AND FOOD WASTE 1-1/2 CARBON MONOXIDE DETECTION SYSTEMS NOTES: REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND 23-009 R501.1:EXISTING BUILDINGS. R314.1: GENERAL. INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL DISPOSER -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT SECTION 915 OF THE 2020 N.Y.S, RBC SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND 1-1/2 BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF Scale OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN 915.1: GENERAL. AS NOTED LAVATORY 1-1/4 EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT CARBON MONOXIDE ALARMS AND CARBON MONOXIDE R314.1.1:LISTINGS. PRODUCT IN ACCORDANCE WITH SECTION R303.3 SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL AND OF THE 2020 N.Y.S.RBC THE SAME TIME OF ADOPTION OF THIS CODE. DETECTORS SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN 217. COMBINATION SMOKE AND CARBON MONOXIDE SHOWER(BASED ON THE TOTAL FLOW RATE ACCORDANCE WITH SECTION 915.2.AND IN ACCORDANCE WITH THE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 Date THROUGH SHOWERHEADS AND BODY SPRAYS) R503.1: GENERAL. PROVISIONS OF NFPA 720. AND UL 2034. 01-27-23 FLOW RATE: -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY 915.2.3:REQUIRED LOCATIONS. 5.7 GPM AND LESS 1-1/2 WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE MECHANICAL VENTILATION NOTE: MORE THAN 5.7GPM UP TO 12.3 GPM 2 ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR PROVIDED IN THE LOCATIONS DETERMINED PURSUANT TO R314.3:LOCATIONS. Sheet# MORE THAN 12.3 GPM UP TO 25.8 GPM 3 STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS SECTION 915.2.3.. SMOKE ALARMS SHALL BE PROVIDED IN THE LOCATIONS WHERE LOCAL EXHAUST AND WHOLE-HOUSE MECHANICAL VENTILATIN MORE THAN 25.8 GPM UP TO 55.6 GPM 4 CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO DETERMINED PURSUANT TO SECTION R314.3. IS PROVIDED,THE EQUIPMENT SHALL BE DESIGNED AND INSTALLED AS THE ALTERATION. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS PER FOR SI: 1 INCH-25.4 MM SECTION M1507 OF THE 2020 N.Y.S.RBC RESIDENTIAL ENERGY EFFICIENCY NOTES: SMOKE ALARMS NOTES: STEPS MAX. 8.25° NOTE: WALL LEGEND CHAPTER 4 OF THE 2020 NYS R.B.C. SECTION R314 OF THE 2020 N.Y.S. RBC RISER MIN.9.25° B PROVIDE DBL,FL.JOIST THREAD AS PER A-5 UNDER ALL PARALLEL R314.1:GENERAL. N.Y.S CODE PARTITIONS � s 3-U HIGH HANDRAIL NOTE: DN a �t,. ' o SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. AS PER N.Y.S.CODE. A _ \ zo a EXISTING WALLS TO BE REMAIN R401.2:COMPLIANCE. PROVIDE GALV. NE 2 1-3/4"x11-7/8" LVL CONT. HDR -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE R314.1.1:LISTINGS. A-5 "TECO"METAL JOIST O PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED"MANDATORY". SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL HANGERS AT ALL 381-01f EXISTING WALLS TO BE REMOVE 217. COMBINATION SMOKE AND CARBON MONOXIDE DN FLUSH CONNECTIONS 3'-0"HIGH RAILING ------------------ R402.4:AIR LEAKAGE. ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 7R NEW 8"x8"FIBERGLASS COLUMN POURED CONC. STEPS NOTE: AS PER N.Y.S.CODE -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH AND UL 2034. AS PER N.Y.S.CODE. W/4"x4"P.T.WD.POST W/1N(TYP.) SECTION R311-R312. NEW WALLS 2"X4"WD. STUDS SECTIONS R402.4.1 THROUGH R402.4.4. (MAX 8.25"RISER PROVIDE SOLID CLEAR SPACING NOT R314.3:LOCATIONS. AND 12"MIN.THREAD) BLOCKING MID-SPAN NEW COV. TO ALLOW PASSAGE OF A w q @ 16"O.C. R403.1:CONTROLS. SMOKE ALARMS HALL BE PROVIDED IN THE LOCATIONS (8 0 MAX.O.C.) - 0 W -AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH %"x6"COMPOSITE PORCH 4 SPHERE.COLOR AND c O O Z H � DECKING STYLE TO BE SELECTED cv -' SEPARATE HEATING AND COOLING SYSTEM. 16'-5' BY OWNER U :': '-•:;.�.r,;, 8"P.C.FOUND WALL I . J.L •,:.y. ON 16"x8"P.C.FTG. R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT. -HEAT PUMPS HAVING SUPPLEMENTARY CARBON MONOXIDE DETECTION SYSTEMS NOTES: NEW OPEN - PROVIDE 2"x6"LEDGER BD. a O W o H � HU ow - ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, ;o U O BOLTED TO STRUCTURE U O � W W SECTION 915 OF THE 2020 N.Y.S. RBC DECK 3 __ VENT HOOD _ 5 E� EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT W W Y2"0 GALV.MTI,.BOLTS �W1 z DIRECTLY z OPERATION HEN THE HEAT PUMP COMPRESSOR CAN MEET 915.1:GENERAL. "" &WASHERS @ 16"O.C. N Ua TO EXTERIOR N @� � W THE HEATING LOAD. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE VIEW TW263-*-(STAGGE OP&BTM.) �-+ U U H NOTES: DETECTORS SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN NEW FWG8080 _ TW2636 TEMPERED, __ _ _ _ =(2�'XI0"HDR __ z W 1.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS R403.5.1:HEATED WATER CIRCULATION AND TEMPERATURE ACCORDANCE WITH SECTION 915.2.AND IN ACCORDANCE WITH THE „ „ ' (2)2 x12 ® ® i i (2)2"X10" i i (2)1-3/4"x11-7/8"LVL HDR AT ALL APPLICABLE LOCATIONS. MAINTENANCE SYSTEMS. PROVISIONS OF NFPA 720. O O R -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN 915.2.3:REQUIRED LOCATIONS. o a i a U - 15'-4"- ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE 3 ( DAV 2.) ALL BUILT UP MI(,ROLAM HEADERS TO BE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN PROVIDED IN THE LOCATIONS DETERMINED PURSUANT TO 0 14'-9" T-8" 4'-6" RANGE SHEAR-WALL BOLTED OR NAILED AS PER ACCORDANCE WITH SECTION SECTION 915.2.3.. ? d o - NEW Err I I 15'-4" HOLD-DOWN N w 00 CONNECTIOIN ' MANUFACTURER'S REQUIREMENTS. R403.5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS 3 I v ;; A NEW SITTING N ^ N PLUMBING iA� I - EXIST. KITCHEN (TYRFOR-ALL)SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY awAREA � WALL I (RENOVATED)3.) DOUBLE ALL FLOOR JOISTS UNDER ACCESSIBLE. MECHANICAL VENTILATION NOTE: BEDROOM#2) � NEW MAS 3W I s'x9'ISLAND RAISE PLATE AROUNDPARALLEL WALLS. BATH. TH. ENTIRE PERIMETER v H R403.5.3:HOT WATER PIPE INSULATION. WHERE LOCAL EXHAUST AND WHOLE-HOUSE MECHANICAL VENT'ILATINNEW 3-1/2"x16"TJI 560 SERIES (� TO PROVIDE NEW 9'-0" �j a 33W cv o - HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM IS PROVIDED,THE EQUIPMENT SHALL BE DESIGNED AND INSTALLED AS F.J.@ 16"O.C.(REMOVE EXIST.I d i i CEILING HT.WITH NEW p z ® °0 00 v 4.)ALL HEADERS NOT INDICATED TO BE MIN. THERMAL RESISTANCE OF R-3. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS PER P.D. 3080 6-0 - 2-6 3-6 I ROOF AND CEILING ASSEMBL)f H 2"x4"WD. STUD m o (2) 2"X8" DOUG. FIR.. LARCH# 2. SECTION M1507 OF THE 2020 N.Y.S.RBC (2)1-3/4"x11-7/8"LVL HDR 0 � � CLO. � I � IN ITS ENTIRETY) o i i KNEE-WALL < �,y a R403.9: SNOW AND ICE MELTING SYSTEM CONTROLS. pC ��o I - - - - - - - - - - � , O i�1■ 4 �t -SNOW AND ICE MELTING SYSTEMS,SUPPLIED THROUGH ENERGY __ _ _ _`�__ w NEW w m Q z ^N 5. DOUBLE ALL JOISTS AROUND ALL STAIR FLOOR SERVICE TO THE BUILDING, SHALL INCLUDE AUTOMATIC CONTROLS r-------- -- --r , d r/1 > HOUSE TRAP NOTE: v 1c - (2)2 x10 EATING AREA w W �,, CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS ---- - ------------------ - (FORMER CEILING & ROOF OPENINGS. (TYP.) a ---__- ------------------ ,r _ " ' '-� �° TEMPERATURE IS ABOVE 50 F,AND NO PRECIPITATION IS FALLING AND P3201.4:BUILDING TRAPS. �; REMOVE EXIST.WALLS b� NEW(2)1-3/4"x _ 6 GARAGE) v� E AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF -AS PER THIS SECTION IF BUILDING TRAPS ARE REMOVED,NEW '" d AND DOORS PATCH s ® �16"LVL i W W 1�� - WHEN THE OUTDOOR TEMPERATURE IS ABOVE 40°. ONES SHALL BE PROHIBITED co FLOORS AS RE UIRED v pp O(2)1-3/4 x16 L4 t' FLUSH HDR, W 6.) ALL CATHEDRAL CEILINGS TO RECEIVE 5 2 R 21 BATT ______ ------------REQUIRED___ __ ------ ____ If--_ FLUSH HDR. REMOVE EXIST. L__ j RAISE FLOOR O o �, INSULATION WITH 'RAFTER-R-MATE' BY OWENS ------ ----------------------- ----- -- - x WALL AND CHIMNEY -- H o � J M �, R404.1:LIGHTING EQUIPMENT. '" UP a , AS REQUIRED - H IN ITS ENTIRETY w �° E~ CORNING TO ALLOW FOR ADEQUATE VENTING -NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED NOTE: d NEW MASTER _ 12R 16R NEW STAIRCASE i TO BE FLUSH CLEARANCES FROM FLAMMABLE MATERIALS ARE TO COMPLY W D o a iv LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT `" w BEDROOM 8-v4°MAX.RISER WITH MAIN LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES WITH T REQUIREMENTS IN THE 2020 NYS FIRE CODE AND M "' 9-1/8"MIN.THREAD J= i i w ■� 7.) ALL POSTS TO RECEIVE SOLID WOOD BLOCKING TO SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. MANUFACTURER'S RECOMMENDATIONS TO THE BUILDING - (CATHEDRAL CEILING) AS PER N.Y.S.CODE) EXIST. x > FOUNDATION WALL OR GIRDER BELOW R402.4.5:RECESSED LIGHTING. INSPECTOR'S SATISFACTION. (FORMER 0o BEDROOM#1) _ _ u _ 3'-0"HIGH RAILING LIVING ROOM i SUBFLR.GLeNEW Y4" UE -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE _ _ _ _ _ _ _ _ _ _ _ _ _ _ SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED VENT DRIER DIRECTLY I AS PER N.Y.S.CODE (EXPANDED) v &SCREWED 8.) ALL CONNECTORS/CONNECTIONS IN CONTACT WITH AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE LIGHTING & VENT NOTE: I x SECTION R31 I-R312. TO EXTERIOR,PROVIDE U ACQ (P.T.) LUMBER MUST BE APPROVED BY MANUF. IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE I I z CLEAR SPACING NOT W THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 AS PER THE 2020 N.Y.S.RBC SECTION 303,ALL HABITABLE ROOMS SHALL FLOOR PAN&DRAIN I W/W I wt7a TO ALLOW PASSAGE OFA z i i U.L.LISTED DIRECT VENT AND MUST HAVE A FINISH WITH EXTRA CORROSION BE PROVIDED WITH A MIN OF 4%NATURAL OR MECHANICAL d 1/2"GYP.BD. ( 4"SPHERE.COLOR AND , GAS BURNING FIRE PLACE - RESISTANCE EITHER STAINLESS STEEL PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE VENTILATION&A MIN.OF 8%NATURAL OR ARTIFICIAL LIGHT. w I STYLE TO BE SELECTED INSTALL AS PER o > SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE U TAPED&SPACKLED- I CLO. NEW 6080 DOOR I i MANUF.SPECS HOT-DIP GALVANIZED (HDG) OR ZMAX PROTECTION. INTERIOR WALL OR CEILING COVERING. b, BY OWNER q 3 COATS MIN.) W/SIDELITES w ON ALL WALLS q I - • n n1�6-811' w c (3)2 x4 WD. 30f-811- PROVIDE VENT NOTES: CHAPTER 31 OF THE 2020 N.Y.S. RBC 5 00 PosT(E.E.) I 2 2' 12" 2 2"xlo" ___---(2)2°x12° Z SIMPSON HDUSSDS 2.5 HOEDOWN O &CEILING o NOTE: CONNECTOR AT BOTH SIDES OF OPENING PROVIDE '� `A ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS /s"DIA.ROD&ATTACH TO WALL STUDS WITH SCREW r rr N I I N „ � ��`�` �-� O 14-9 6-0 EW T 21041 WINDOWS AS MANUFACTURED BY"ANDERSEN 400 SERIES"OR � P3101.1:GENERAL � EW TW 10410 v� EQUAL.DP30 SERIES. THIS CHAPTER SHALL GOVERN THE SELECTION AND PROVIDE MIN.(1)KING STUD AT BOTH SIDES (2)2"x12" _ _ INSTALLATION OF PIPING,TUBING AND FITTINGS FOR VENT SYSTEMS. (2)2"x4"WD. PROVIDE 2"x6"LEDGER BD. �; ~ THIS CHAPTER SHALL CONTROL THE MINIMUM DIAMETER OF VENT ROVIDE MIN.(2)JACKS STUD AT BOTH SIDE NEW TW210410-2 U �j POST TYP. BOLTED TO STRUCTURE U H UA >; TABLE P3201.7. PIPES,CIRCUIT VENTS,BRANCH VENTS AND INDIVIDUAL VENTS,AND 3'-0"HIGH RAILING ( ) U W Z THE SIZE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT (2)2"x4"WD. O w/Y2"O GALV.MTL.BOLTS SIZE OF TRAPS FOR PLUMBING FIXTURES AS PER N.Y.S.CODE �c = _ STACKS AND STACK VENTS. ADDITIONALLY,THIS CHAPTER REGULATES POST(TYP.} SECTION 8311-R312. `' X x6"COMPOSITE NEW COV. &WASHERS @ 16"O.C. N _ [--I J Ul TRAP SIZE VENT GRADES AND CONNECTIONS, A CLEAR SPACING NOT PORCH (STAGGERED TOP&BTM.) 3 0 U HEIGHT ABOVE FIXTURES AND W aU DECKING Ua W PLUMBING]FIXTURE MINIMUM RELIEF VENTS FOR STACKS AND FIXTURE TRAPS,AND THE VENTING OF 1 1 TO ALLOW PASSAGE OF A z (INCHES) SUMPS AND SEWERS. 62 62 A-5 4"SPHERE.COLOR AND 38"° A ROUGH OPENING STYLE TO BE SELECTED NEW (2) 1-3/4"x9-1/2" LVL CONT. HDR W H BATHTUB(WITH OR WITHOUT SHOWER HEAD P3103.2:FROST CLOSURE. CL OF ROD VARIES(SEE FLOOR PLAN) CL OF ROD T�, WALL CONST: BY OWNER ILOWIJ _ m� a AND/OR WHIRLPOOL ATTACHMENTS) 1-1/2 o WHERE THE 97.5/°VALUE FOR OUTSIDE DESIGN TEMPERATURE IS VINYL SIDING COLOR AND STYLE 0 F OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE 4R STEPS MAX.8.25 V� ^ NOT LESS THAN 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF HOLD-DOWN DTL. AT TO BE SELECTED BY OWNER NEW 8"x8"FIBERGLASS COLUMN RISER MIN.9.25" BIDET 1-1/4 THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE "TYVEK"BUILDING WRAP W/4"x4"P.T.WD.POST W/IN(TYP.) THREAD AS PER B 6' OPENINGS N.T.S. 1/2"E_' RIGID INSULATION N.Y.S CODE A_5 O CLOTHES WASHER STANDPIPE 2 ". ~ 1/2"EXTERIOR PLYWOOD CDX DISHWASHER(ON SEPARATE TRAP) 1-1/2 @ �/' ' ; A-I III] x, EXIST 2"X4"WOOD STUDS 16"O.C. FIRST FLOOR PLAN , .-�4 �.�• �•�� _ � ' o � FLOOR DRAIN 2 OR GREATER 3-1/2"R-15 BATT INSUL. _� 0 a WITH OR ® DENOTES HARD WIRED SMOKE&CARBON SCALE: 1/4"=1'-0" -� MAY 2 5 2023 O a Q O KITCHEN SINK 90NE OR TWO TRAPS,WI NOTE: O O WITHOUT DISHWASHER AND FOOD WASTE 1-1/2 EXISTING FLOOR ASSEMBLY TO BE MONOXIDE DETECTOR,INSTALL AS PER SECTION i-� R314 OF THE 2020 N.Y.S.RESIDENTIAL BUILDING I,,.. 7,. r •__.} v] DISPOSER INSULATED WITH s-1/2 R-21 BATT INSUL. CODE.MAINTAIN A MIN.DISTANCE - 1-1/2 OF 3'FROM ANY BATHROOM DOORS 4"VTR LAVATORY 1-1/4 EXTERIOR INTERIOR -- --- 2x3 INC ROOF LINE a 00 SHOWER(BASED ON THE TOTAL FLOW RATE �'GAS SHUT OFF 0 THROUGH SHOWERHEADS AND BODY SPRAYS) VALVE TO MANUF'R 1 I i FLOW RATE: GAS FLEX 5.7 GPM AND LESS! 1-1/2 I 1-1/2" 1-1/2" ALL DRAINAGE&VENT PIPING SHALL COMPLY WITH PROVIDE 2"x LEDGER BD. I I 1 ALL LOCAL BUILDING CODES. DOMESTIC WATER PIPING �! LLLLLL HEAT 1-1/2" I " I rr " " " MORE THAN 5.7GPM UP TO 12.3 GPM 2 BOLTED TO STRUCTURE "DIA.SCHEDULE 40 UNIT I I I I d EXIST.WALL w/4"LONG LEDGER LOCK BLACK PIPING 3 i I GRADE. DRAINAGE,WASTE,&VENT ABOVE GRADE � MORE THAN 12.3 GPM UP TO 25.8 GPM 3 I LAV I LAV " ASSEMBLY SCREWS TWO ROWS @12"O.C. �a I 1 SHALL BE SCHEDULE 40 P.V.C. 1-1/2 OR GREATER. MORE THAN 25.8 GPM UP TO 55.6 GPM 4 }"GAS SHUT OFF tj I NOTE: "x6"COMPOSITE TIMBER TEK VALE TO MANUF'R WC I I NEW FIXTURES TO COMPLY W/NEW YORK en Z FOR SI: 1 INCH=25.4 M11R DECKING COLOR AND STYLE GAS FLEX ( STATE D.E.C.REQUIREMENTS FOR CERTIFIED PROVIDE NEW TO BE SELECTED BY OWNER LLLLLLL DRYER I WATER SAVING PLUMBING FIXTURES cALLUM. "DIA.SCHEDULE 40 FLOOR LINE RESIDENTIAL ENERGY EFFICIENCY NOTES: FLASHING NEW P.T.D.J. r A CK PIPING 2" 3" 1-1/2" 1-1/2" I CHAPTER 5 OF THF, 2020 NYS R.B.C. (SEE FOUND.PLAN) G S SHUT OFF Date Revision/Issue VALE TO MANUF'R I 01/30/23 ISSUED FOR REVIEW GAS FLEX CO 4"@ 1/4"PER FOOT R501.1: SCOPE. t I I "DIA.SCHEDULE 40 LL-LI RANGE I 04121123 ISSUED FOR REVIEW -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE t BLACK PIPING __ __ -L- 2" ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF -' -- --- EXISTING BUILDINGS AND STRUCTURES. EXIST.FLOOR-/ PROVIDE GALV."TECO" W� �"GAS SHUT OFF � I I I ( I I ASSEMBLYMETAL JOIST WITH LOCK a VALE TO MANUF'R SCREWS 4"LONG �W GAS FLEX PROVIDE FLOOR I " I I I ( I 1-112" 501.1.1:ADDITIONS,ALTERATIONS,OR REPAIR:GENERAL. 2 1 1 „ -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING (2)ROWS @16"O.C. „ LLLLLL FIRE PAN&DRAIN I 1-1/2 1 I 3111 1 3 1 I Drawn By: DIA,SCHEDULE 40 PLACE i I I I 1 I NEW NEW M. MONTALBANO BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY EXIST P.C.WAL BLACK PIPING WASH. a LAV ( LAV i I LAV I I I SINK D/W WITH SECTIONS R502,R503 OR 504. UNALTERED PORTIONS OF THE ASSEMBLY PROVIDE DTTIZ I i-- F.A.I. EXISTING BUILDING OR]BUILDING SUPPLY SYSTEM SHALL NOT BE CONNECTORS @48"O.C.MAX. TO CITY NOTE; 1 WC I WC i Project# REQUIRED TO COMPLY WITH THIS CODE. - 1. ,ALL GAS PIPING TO BE INSTALLED AS PER 2020 �' 23-009 GAS MAIN I FLOOR LINE R501.1:EXISTING BUILDINGS. PLASTIC PIPING RESIDENTIAL CODE OF NEW YORK STATE CHAP.24 -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT 2. FIRE PLACE AND CHIMNEY(IF APPLICABLE)TO BE CONSTRUCTED IN ACCORDANCE WITH CHAPTERS 2" 2" „ „ „ „ I Scale BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT 1-1/2 3-1/2 3 1-1/2 3 1-1/2 OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN :0&24 OF THE 2010 RESIDENTIAL CODE OF I AS NOTED EXISTING BUILDING OR 13UMDING SYSTEM LAWFULLY IN EXISTENCE AT NEW YORK STATE. I 5"C.I. THE SAME TIME OF ADOPTION OF THIS CODE. DECK LEGER BD. DTL. CO 4"@ 1/4"PER FOOT WASTE SYSTEM T APPROVED Date 01-27-23 R503.1:GENERAL. GAS RISER DIAGRAM -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY N.T.S. WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. PLUMB. RISER DIAGRAM Sheet# ALTERATIONS SHALL BE;SUCH THAT THE EXISTING BUILDING OR N.T.S. STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS N.T.S. CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. 61 2 WALL LEGEND A-5 m ` 411 _ EXISTING WALLS TO BE REMAIN NEW OUTSIDE COR.NER(S) - "SIMPSON"HDU5SDS 2.s PROVIDE(3)2"X4" WD. STUDS - HOLDDOWN NOTE: ' ALL NEW RIDGE BEAMS HAVE BEEN DESIGNED THIS DIRECTION _ CONNECTOR WITH ------------------ l„ USING TJI DESIGN CHART DATA LOAD TABLES.EXISTING WALLS TO BE REMOVEE ------------------ - s DIA.THREADED ROD TOP AND BOTTOM METAL ROOF PANELS/SHEETHING U NEW SECOND FLR. -- ° AS SELECTED BY OWNER O NEW WALLS 2"X4"WD. STUDS NOTE: :° W/ONE LAYER OF 30#BLDG.FELT 1/2"EXTERIOR GRADE PLYWOOD CD X C 16 O.C. II I MAINTAIN UPLIFT CONNECTIONS AT RAFTER ENDS AT NAILING PAD. TYPICAL FOR ALL FALSE VALLEY a z yon W II I I CONNECTIONS. ALSO MAINTAIN VENTILATION. z U .T PROVIDE 2 x12 LEDGER BD. H Z _ :: s'_. :': y; 8 P.C. FOUND.WALL r PROVIDE ALUMINUM BOLTED TO STRUCTURE �, Q a Q N • •'��'� ..:• ••,�� •••- ON 16"x8" P.C. FTG. � FLASHING AT ALL w/'/2"f6 GALV.MIL.BOLTS OUTSIDE CORNER(S) - A ROOF/WALL INTERSECTIONS. &WASHERS ct 16"O.C. w W Z PROVIDE ADDITIONAL 2"X4" - A-5 (STAGGERED TOP&BTM.) H WD. STUD IF REQ'D -- ATTACH HOLD-DOWN CONN. 1'-0" 38'-0" w x NOTES: TO ALIGN HOLDOWN CONN. TO STUDS WITH SCREWS AS O.H. WALL-4 '" U 1.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS -- SPECIFIED BY MANUF. 4'-6" 9'-6' 16'-8" 7'-4" Z W AT ALLAPPLICA]BLELOCATIONS. -- - - - - - - - - - - - - - - - - - - - - - - - _ - - - - -- - - - - - -- - �- - -- - - - - -- -� - W - -32 TEMPERED) W TW 10410 - NEW TW 10410-2 - (2)2 xl O xlU 2.) ALL BUILT UP MICROLAM HEADERS TO BE O 14'-0° -21I o" 14'-0" BOLTED NAILED AS PER MANUFACTURER:S REQUIREMENTS. x H I o ■ (2)2 x4 WD. I o I ' MEMBRPROVIDEANE AT ALL EAVESICE&WATER , " " WALL-3--- MANUFACTURER'S POST(TYP.) w I _ NEW 3 DOUBLE , HOLD-DO DTL o RAYES&VALLEYS MIN.24" - w p _' BEDROOM #2 O - OU E ALL FLOOR JOISTS UNDER HOLD-DOWN, HORIZONTALLY FROM J u a I I INSIDE OF WALL - A I °O °` PARALLEL WALLS. N.T.S. _ - - NEW w 3 _ P, I C', o ., -d WALL-1 oo PLO NEW 3 „ - BATH. ��° ° GREAT ROOM I �° �W/� PLYWD. U �v ® W 00 00 0 ALL HEADERS NOT INDICATED TO BE MIN. - - ti -� I ^�° SUBFLR. GLUED- 4.) (2) 2"x8" DOUG. FIR. LARCH # 2. RESIDENTIAL ENERGY EFFICIENCY NOTES: - - (CATHEDRAL CEILING) I & SCREWED rn m - , CH. ASPHALT ROOF SHINGLES `cv d CHAPTER 4 OF THE 2020 NYS R.B.C. - -3 AS SELECTED BY OWNER A , 3 wA N N 5.) DOUBLE ALL JOISTS AROUND ALL STAIR FLOOR Wz - - W/ONE LAYER OF 30#BLDG.FELT �- ° ° - - - - - -_- - - - - - - - - - - - NEW 25"xs4° W C) Z O � CEILING & ROOF OPENINGS. TYP. 1/2"EXTEF.IOR GRADE PLYWOOD CDX a (1)4"x6"WD. I / I PULL DOWN W w c� ( ) R401.2: COMPLIANCE. w ti STAIR 2 R-10 x Cj r14 -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE R'-0" - _ - U v RIDGE ST (TYP. ° O RIGID INSUL. N W 6. ALL CATHEDRAL CEILINGS TO RECEIVE 5 -1" R-21 BATT PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED "MANDATORY". �o I O o AT THIS POINT = �o -� - - - _- _ - - W o w 2 v, - NEW STAIRCASE _ �o M „ „ �, oo N - AND AT E.E.) =r - -� � '� H ^' INSULATION WITH RAFTER-R-MATE BY OWENS R402.4:AIR LEAKAGE. C NEW(I)I-3/4"x16"LVL RIDGE BOARD - 8-1/4"MAX.RISER N J M Z 3 U H I (2)C.J. , CORNING TO ALLOW FOR ADEQUATE VENTING -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH - H - 9-1/8"MIN.THREAD Wz Q SECTIONS R402.4.1 THROUGH R402.4.4. -U " • AS PER N.Y.S. CODE wLVL----- (1) 6� Y 7. ALL POSTS TO RECEIVE SOLID WOOD (1)4 x6 WD. f D ( > FLUSH DR. LVL I O ^ o N OO BLOCKING TO R403.1: CONTROLS. _ POST UP TO _ - 1 .. FLUSH HDR. O _ N RIDGE(TYP._ - - - - - - - - - - - - - - - - - 1/2" GYP.BD. tj FOUNDATION WALL OR GIRDER BELOW -AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH - -ATEA.END)= TAPED&SPACKLED- O U SEPARATE HEATING AND COOLING SYSTEM. _ (2)2"x4"WD• 3 COATS MIN.) �o NEW POST(E.E.) I I O I ON ALL WALLS 8.) ALL CONNECTORS/CONNECTIONS IN CONTACT WITH R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT. _ ROOF _ 3-0 HIGH RAILING F &CEILING -HEAT PUMPS HAVING SUPPLEMENTARY I AS PER N.Y.S. CODE ACQ (P.T.) LUMBER MUST BE APPROVED BY MANUF. - d H ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, @> SECTION R311-R312. - PROVIDE 2"x12"LEDGER BD. I o b °` AND MUST HAVE, A FINISH WITH EXTRA CORROSION EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT CLEAR SPACING NOT O I o RESISTANCE, EITHER STAINLESS STEEL, OPERATION HEN THE HEAT PUMP COMPRESSOR CAN MEET a TO ALLOW PASSAGE OF A A BOLTED TO STRUCTURE u Co N NEW N I HOT-DIP GALVANIZED (HDG) OR ZMAX PROTECTION. "_ a w/'/2 O GALV.MIL.BOLTS THE HEATING LOAD. o -4 SPHERE. COLOR AND 0 &WASHERS a 16"O.C. �' � BEDROOM #3 W' STYLE TO BE SELECTED O C z R403.5.1:HEATED WATER CIRCULATION AND TEMPERATURE - -BY OWNER En (STAGGERED TOP&BTM.) NOTE: MAINTENANCE SYSTEMS. _ O - -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN -4O `� 6'-8" 14'-0" -2' 0" 14'-0" z ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS WINDOWS AS MANUFACTURED BY"ANDERSEN 400 SERIES"OR ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE X1`1' cq4 eS Q �q l� FI - - (2)2 x10 WALL-2 (2)2 x10 o N TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN �, v ��' ' d � _PROVIDE ALUMINUM -- (2)2 x10- - - - - - _ :� - - EQUAL.DP30 SERIES. ACCORDANCE WITH SECTION �,� y��O� `' cw7 O'Ir���X00=FLASHING AT ALL - - - -- - - - _ " . - - _ - I'- -� Q4 3 Q Cq �_ROOF/WALL INTERSECTIONS. WTV210410 EW TW 10410 NEW TW 10410-2 -- , - ? _ - --3'-8"{Tl✓ EREI3 10'-4" 16'-8" 7'-4" a! R403.5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS t� 1111 j38-0 � W (,� Z SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY V 11 1111 w TABLE P3201.7. ACCESSIBLE. as 4 METAL ROOF PANELS/SHEETHING 0; SIZE OF TRAPS FOR PLUMBING FIXTURES NEW T'xlo"R.R. 1'-0" o U G4 �� AS SELECTED BY OWNER o v Q R403.5.3:HOT WATER PIPE INSULATION. a, 16"O.C. O.H. O _ 2, p TRAP SIZE - HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM C A '� v� "' �1 1I W/ONE LAYER OF 30#BLDG.FELT x H PLUMBING FIXTURE MINIMUM THERMAL RESISTANCE OF R-3. 04 ?� �" 1/2"EXTERIOR GRADE PLYWOOD CDX (INCHES) A-5 W� .4� Ngo I I I �3l Z z Lu E�- BATHTUB WITH OR WITHOUT SHOWER BEAD R403. -SNOW AND ICE MELTING SYSTEMS,SUSNOW AND ICE MELTING SYSTEM PPLIED LIED THROUGH ENERGY OLS. z ���ti O z T FLASHING T ALVIDE L z Q ( 1-1/2 SERVICE TO THE BUILDING,SHALL INCLUDE AUTOMATIC CONTROLS J �� ROOF/ROOF INTERSECTIONS. Z y Z W AND/OR WHIRLPOOL ATTACHMENTS) SECOND FLOOR PLAN Z a CAPABLE OF SHUTTING OFF THE SYSTEM PRECIPITATION IS FALLING AND � Z TEMPERATURE IS ABOVE 50°F, BIDET 1-1/4 AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF1/4"=F-0" jl F-� O � > DENOTES HARD WIRED SMOKE&CARBON SCALE: NEW 2x10 R.R. � � � CLOTHES WASHER STANDPIPE 2 WHEN THE OUTDOOR TEMPERATURE IS ABOVE 40°. O MONOXIDE DETECTOR,INSTALL AS PER SECTION P 16"O.C. B < UJ DISHWASHER(ON SEPARATE TRAP) 1-1/2 R404.1:LIGHTING EQUIPMENT. R314 OF THE 2020 N.Y.S.RESIDENTIAL BUILDING A-5 F-�-� 0 -NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED CODE.MAINTAIN A MIN. DISTANCE FLOOR DRAIN 2 LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT OF Y FROM ANY BATHROOM DOORS O = O� KITCHEN SINK 90NE OR TWO TRAPS,WITH OR LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES WITHOUT DISHWASHER AND FOOD WASTE 1-1/2 SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. DISPOSER R402.4.5:RECESSED LIGHTING. � Q LAUNDRY 1Ub(UNt01KM0XL -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE H O Z 1-1/2 SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED LIGHTING & VENT NOTE: Z LAVATORY 1-1/4 AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE AS PER THE 2020 N.Y.S.RBC SECTION 303,ALL HABITABLE ROOMS SHALL "SIMPSON"HDUSSDS 2.5 rOrll 0 � SHOWER(BASED ON THE TOTAL FLOW RATE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 BE PROVIDED WITH A MIN. OF 4%NATURAL OR MECHANICAL HOLD DOWN CONNECTOR WITH V PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE ° SMOKE ALARMS NOTES: 1 THROUGH SHOWERHEADS AND BODY SPRAYS) VENTILATION&A MIN. OF 8/o NATURAL OR ARTIFICIAL LIGHT. s DIA.THREADED W SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE SECTION R314 OF THE 2020 N.Y.S. RBC ROD TOP AND BOTTOM V� FLOW RATE: INTERIOR WALL OR CEILING COVERING. � ATTACH HOLD DOWN � 5.7 GPM AND LESS 1-1/2 NOTE: R314.1: GENERAL. MORE THAN 5.7GPM UP TO 12.3 GPM 2 SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. MORE THAN 12.3 GPM UP TO 25.8 GPM 3 CLEARANCES FROM FLAMMABLE MATERIALS ARE TO COMPLY TO STUDS WITH SCREWS ASWITH �? MORE THAN 25.8 GPM UP TO 55.6 GPM 4 VENT NOTES: CHAPTER 31 OF THE 2020 N.Y.S. RBC THE REQUIREMENTS IN THE 2020 NYS FIRE CODE AND R314.1.1:LISTINGS. I SPECIFIED BY MANUR z MANUFACTURER'S RECOMMENDATIONS TO THE BUILDING INSPECTOR'S SATISFACTION. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL SOLID OUTSIDE CORNERS v P3101.1: GENERAL 217. COMBINATION SMOKE AND CARBON MONOXIDE 3 s/ o FOR SI: 1 INCH=25.4 MVI THIS CHAPTER SHALL GOVERN THE SELECTION AND ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 (4)2 X4 WD. STUDS Q a INSTALLATION OF PIPING,TUBING AND FITTINGS FOR VENT SYSTEMS. THIS CHAPTER SHALL CONTROL THE MINIMUM DIAMETER OF VENT AND UL 2034. RESIDENTIAL ENERGY EFFICIENCY NOTES: PIPES,CIRCUIT VENTS,BRANCH VENTS AND INDIVIDUAL VENTS,AND EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: Date Revision/Issue CHAPTER 5 OF THE 2020 NYS R.B.C. THE SIZE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT SECTION R310 OF THE 2020 N.Y.S. RBC R314.3:LOCATIONS. STACKS AND STACK VENTS. ADDITIONALLY,THIS CHAPTER REGULATES SMOKE ALARMS SHALL BE PROVIDED IN THE LOCATIONS HOLD-DOWN DTL. O1/30/23 ISSUED FOR REVIEW VENT GRADES AND CONNECTIONS,HEIGHT ABOVE FIXTURES AND R310.1:EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. DETERMINED PURSUANT TO SECTION R 3 14 1 RELIEF VENTS FOR STACKS AND FIXTURE TRAPS,AND THE VENTING OF BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING N.T.S. R501.1: SCOPE. ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY SUMPS AND SEWERS. -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ESCAPE AND RESCUE OPENING. EMERGENCY ESCAPE AND RESCUE PROVIDE SIMPSON HDU55DS 2.5 HOLDOWN ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF P3103.2:FROST CLOSURE. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD CARBON MONOXIDE DETECTION SYSTEMS NOTES: CONNECTOR AT BOTH SIDES OF OPENING,PROVIDE EXISTING BUILDINGS AND STRUCTURES. WHERE THE 97.5%VALUE FOR OUTSIDE DESIGN TEMPERATURE IS OR COURT THAT OPENS TO A PUBLIC WAY. SECTION 915 OF THE 2020 N.Y.S. RBC X"DIA.ROD&ATTACH TO WALL STUDS WITH SCREW 0°F OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE Drawn Bv: 501.1.1: ADDITIONS,ALTERATIONS,OR REPAIR: GENERAL. R310.2:EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE 915.1: GENERAL. NOT LESS THAN 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF PROVIDE MIN. (1)KING STUD AT BOTH SIDES -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE M. MONTALBANO THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE DETECTORS SHALL BE INSTALLED IN BUILDINGS AS RE BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY QUIRED IN -PROVIDE MIN. (2)JACKS STUD AT BOTH SIDE WITH SECTIONS R502,R.503 OR 504. UNALTERED PORTIONS OF THE6. R310.2.1:MINIMUM OPENING AREA. ACCORDANCE WITH SECTION 915.2.AND IN ACCORDANCE WITH THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A PROVISIONS OF NFPA 720. Project# REQUIRED TO COMPLY WITH THIS CODE. HOUSE TRAP NOTE: NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE 915.2.3:REQUIRED LOCATIONS. \\ 23-009 NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE TO R501.1:EXISTING BUILDINGS. P3201.4:BUILDING TRAPS. BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY PROVIDED IN THE LOCATIONS DETERMINED PURSUANT TO SECTION 915.2.3.. 1 Scale -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT -AS PER THIS SECTION IF BUII,DING TRAPS ARE REMOVED,NEW ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR 61" 62 AS NOTED BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT ONES SHALL BE PROHIBITED HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE ROUGH OPENING OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. CL OF ROD VARIES(SEE FLOOR PLAN CL OF ROD EXISTING BUILDING OR.BUILDING SYSTEM LAWFULLY IN EXISTENCE AT Date THE SAME TIME OF ADOPTION OF THIS CODE. R310.2.2 WINDOW SILL HEIGHT. MECHANICAL VENTILATION NOTE: LIGHT & VENT CALCULATIONS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE HOLD-DOWN DTL. AT O 1-27-23 R503.1: GENERAL. REQUIRED PROVIDED AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF WHERE LOCAL EXHAUST AND WHOLE-HOUSE MECHANICAL VENTILATIN -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY SPACE SQ.FT. 8%LIGHT 4%VENT LIGHT VENT NOT MORE THAN 44 INCHES ABOVE THE FLOOR;WHERE THE IS PROVIDED,THE EQUIPMENT SHALL BE DESIGNED AND INSTALLED AS 6' OPENING S N.T.S. Sheet# WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. SILL HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS PER • ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR MASTER BEDROOM 273 S.F. 21.84 S.F. 10.92 S.F. 45.16 S.F. 22.58 S.F. A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. SECTION M1507 OF THE 2020 N.Y.S.RBC OR GREATER STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS BEDROOM#2 172 S.F. 13.76 S.F. 6.88 S.F. 45.16 S.F. 22.58 S.F. CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. [ BEDROOM#3 172 S.F. 13.76 S.F. 6.88 S.F. 45.16 S.F. 22.58 S.F. 45 WALL LEGEND RESIDENTIAL ENERGY EFFICIENCY NOTES: CHAPTER 4 OF THE 2020 NYS R.B.C. 2 (R-lo)RIGID INSULATION NOTE: ter :'..• :; �, .bit EXISTING WALLS TO BE REMAIN GLUED AND NAILED TO 112"PLYWOOD BOARD ALL NEW RIDGE BEAMS HAVE BEEN DESIGNED — (CUT TO FIT OPENING) �o . USING TJI DESIGN CHART DATA LOAD TABLES. >'-- ------------------ R401.2: _ EXISTING WALLS TO BE REMOVE COMPLIANCE. -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE z{ PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED "MANDATORY". I,14=2x4 FRAMED BOX WELL WITH 2 (R-10)RIGID 1' - 7 NEW WALLS 2"X4"WD. STUDS R402.4:AIR LEAKAGE. INSULATION NOTE: CONTINUOUS BEAD OF SEALANT MAINTAIN UPLIFT CONNECTIONS AT RAFTER ENDS A C 16" O.C. -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH B w W -71 SECTIONS R402.4.1 THROUGH R402.4.4. VhEATHER STRIPPING AT NAILING PAD. TYPICAL FOR ALL FALSE VALLEY q-5 Z C) Z — — — — ��CS�� ' CONNECTIONS. ALSO MAINTAIN VENTILATION. C) R403.1: CONTROLS. .-:. . _..,. 8 P.C. FOUND.WALL -AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH G ON 16 x8 P.C. FT . SEPARATE HEATING AND COOLING SYSTEM. a vWz R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT. F~ -HEAT PUMPS HAVING SUPPLEMENTARY W x ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, U H NOTES: EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT X 1.) PROVIDE "SIMPSON B SERIES" JOIST HANGERS OPERATION HEN THE HEAT PUMP COMPRESSOR CAN MEET W NEW ROOF AT ALL APPLICABLE LOCATIONS. THE HEATING LOAD. BELOW — R403.5.1:HEATED WATER CIRCULATION AND TEMPERATURE INSULATION AT ATTIC HATCH SEE 2ND FLOOR 2.) ALL BUILT UP MICROLAM HEADERS TO BE MAINTENANCE SYSTEMS. PLAN FOR ROOF BOLTED OR NAILED AS PER -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN CONSTRUCTION REQUIREMENTS. ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE N.T.S. MANUFACTURER'S RE Q TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 3.) DOUBLE ALL FLOOR JOISTS UNDER R403.5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS 1'-0" PARALLEL WALLS. SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY O.H. ACCESSIBLE. ® W 00 00 U 4.) ALL HEADERS NOT INDICATED TO BE MIN. r-- — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - R403.5.3:HOT WATER PIPE INSULATION. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- (2) 2��X8�� DOUG. FIR. LARCH # 2. - HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM THERMAL RESISTANCE OF R-3. 5.) DOUBLE ALL JOISTS AROUND ALL STAIR , FLOOR, — PROVIDE ICE&WATER SHELL n R403.9: SNOW AND ICE MELTING SYSTEM CONTROLS. - U - -----.----- � A CEILING & ROOF OPENINGS. (TYP.) -SNOW AND ICE MELTING SYSTEMS, SUPPLIED THROUGH ENERGY p -MEMBRANE AT ALL EAVES, =RAYES&VALLEYS MIN. 24" SERVICE TO THE BUILDING,SHALL INCLUDE AUTOMATIC CONTROLS - HORIZONTALLY FROM - W 6. ALL CATHEDRAL CEILINGS TO RECEIVE 5 i i R=2 I BATT CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS C CH. ASPHALT ROOF SHINGLES — ___INSIDE OF WALL - ---- - C W W 2 TEMPERATURE IS ABOVE 50°F,AND NO PRECIPITATION IS FALLING AND 0AS SELECTED BY OWNER INSULATION WITH 'RAFTER-R-MATE' BY OWENS AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF :a _ W/ONE LAYER OF 30#BLDG.FELT CORNING TO ALLOW FOR ADEQUATE VENTING WHEN THE OUTDOOR TEMPERATURE IS ABOVE 40°. 1/2"EXTERIOR GRADE PLYWOOD CDX — y R404.1:LIGHTING EQUIPMENT. 7.) ALL POSTS TO RECEIVE SOLID WOOD BLOCKING TO -NOT LESS THAN 75%of THE LAMPS IN PERMANENTLY INSTALLED NEW ROOF 3 FOUNDATION WALL OR GIRDER BELOW LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT BELOW _ - NEW LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SEE 2ND FLOOR - _ - - (1)4"a6"WD.POST UP TO SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. PLAN FOR ROOF 1'-011 =cj RIDGE(TYP.AT THIS POINT ROOF 1'-0" 8.) ALL CONNECTORS/CONNECTIONS IN CONTACT WITH R402.4.5:RECESSED LIGHTING. CONSTRUCTION RAKE —O AND AT E.E.) - - - p = RAKE ACQ (P.T.) LUMBER MUST BE APPROVED BY MANUF. -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE Co - SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED " AND MUST HAVE A FINISH WITH EXTRA CORROSION AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE C' NEW(1)1-3/4"x16"L IDGE BOARD - RESISTANCE, EITHER STAINLESS STEEL, IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE U — HOT-DIP GALVANIZED (HDG) OR ZMAX PROTECTION. THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.570C 00 - PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE X —_ SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE cv N y INTERIOR WALL OR CEILING COVERING. = NEW VALLEY RAFTERS ON FLAT TO BE SECURED a tj TO NEW ROOF RAFTERS W/(2)3"LEDGER LOCK U �.� z — O= - PER RAFTER. NEW ROOF RAFTERS TO BE SECURED - o - = 0 N TABLE R301.5 N TO NEW VALLEY WITH A MIN.OF(5)#10 COMMON NAILS N MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS - 3 J PER RAFTER. NEW PLYWOOD TO BE SECURED (I� PONDS PER SQUARE FOOT) - — TO BOTH THE ROOF RAFTERS AND THE VALLEY W RAFTERS WITH A MIN.OF#8 COMMON NAILS C6"O.C. USE LIVE LOAD VENT NOTES: CHAPTER 31 OF THE 2020 N.Y.S. RBC LU UNINHABITABLE ATTICS WITHOUT STORAG 10P3101.1: GENERAL "ti44 �1 l 1 _PROVIDE ALUMINUM _`4p��yQ� ✓ �� -2"p Q D CHAPTER SHALL GOVERN THE SELECTION AND _ �yw �4' _ 9� 6� 1 ,- FLASHING UNINHABITABLE ATTICS WITH LIMITED STORAGE THIS 20 O Q O G' AT ALL ROOF/ROOF INSTALLATION OF PIPING,TUBING AND FITTINGS FOR VENT SYSTEMS. �� �� `f'�Op INTERSECTIONS `L e` ( H HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAI S 30 THIS CHAPTER SHALL CONTROL THE MINIMUM DIAMETER OF VENT N w .� v ., .. J C w Z W I Q. c7 w NEW 2x10 R.R. NEW 2x10 R.R. F PIPES, CIRCUIT VENTS,BRANCH VENTS AND INDIVIDUAL VENTS,AND "�' Q ? n, 16 O.C. n 16 O Q BALCONIES (EXT7ERIOR)AND DECKS 40 THE SIZE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT - - - - - - - - - - - - - - - - - - - - - - - „- - - - na, —J - - ^^ n FIRE ESCAPES 40 STACKS AND STACK VENTS. ADDITIONALLY,THIS CHAPTER REGULATES H Z W VENT GRADES AND CONNECTIONS,HEIGHT ABOVE FIXTURES AND111/ 1 T 111 zz Q Z GUARD AND HANDRAILS 200h RELIEF VENTS FOR STACKS AND FIXTURE TRAPS,AND THE VENTING OF 1'-0" 0 cc NTEW 2 x10 R.R. G W GUARD IN-FILL COMPONENTS 508 SUMPS AND SEWERS. C 16"O.C. O.H. LU PASSENGER VEHICLES GARAGES 50 P3103.2:FROST CLOSURE. NEW ROOF 0 0 ROOMS OTHER THAN SLEEPING ROOMS 40 ° WHERE THE 97.5%VALUE FOR OUTSIDE DESIGN TEMPERATURE IS BELOW OF OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE SLEEPING ROOMS 30 NOT LESS THAN 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF SEE 2ND FLOOR Q .��. THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE ROOF PLAN PLAN FOR ROOF �D STAIRS 40° CONSTRUCTION v) FOR SUB-NOTES REFER TO THE 2020 NYS R.B.C. SCALE: 1/4"=1'-0" O W 0 z CL00 01 MECHANICAL VENTILATION NOTE: 0 RESIDENTIAL ENERGY EFFICIENCY NOTES: WHERE LOCAL EXHAUST AND WHOLE-HOUSE MECHANICAL VENTII,ATINB IS PROVIDED,THE EQUIPMENT SHALL BE DESIGNED AND INSTALLED AS VALLEY CENTERLINE q_5 CHAPTER 5 OF THE 2020 NYS R.B.C. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS PER ° NO FASTENERS WITHIN 6"OF CENTERLINE SECTION M1507 OF THE 2020 N.Y.S.RBC EXTRA FASTENER IN END OF SHINGLE R501.1: SCOPE. EXTEND SHINGLE AT LEAST 12"BEYOND Z -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ° VALLEY CENTERLINE ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. ° CLIPPED CORNER SET IN ROOF CEMENT q p� REQUIREMENTS FOR ROOF COVERING NOTES: CARRY UNDERLAYMENT ACROSS VALLEY SHINGLE RIDGE C COR-A-VENT 501.1.1:ADDITIONS,ALTERATIONS,OR REPAIR: GENERAL. % V-300 RIDGE VENT -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING Date Revision/Issue SECTION R905 OF THE 2020 N.Y.S. RBC BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY R905.1:ROOF COVERING APPLICATION. ° ° WATERPROOF UNDERLAYMENT OR MINIMUM \ 01/30/23 ISSUED FOR REVIEW WITH SECTIONS R502,R503 OR 504. UNALTERED PORTIONS OF THE ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE ° ° 55#MINERALIZED ROLL ROOFING IN VALLEY EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE APPLICABLE PROVISIONS OF THIS SECTION AND THE MANUFACTURER'S �--_ SHINGLES EX REQUIRED TO COMPLY WITH THIS CODE. INSTALLATION INSTRUCTIONS. UNLESS OTHERWISE SPECIFIED IN THIS UNDERLAYMENT SECTION,ROOF COVERINGS SHALL BE INSTALLED TO RESIST THE ° FELT PAPER ROOF SHEATHING R501.1:EXISTING BUILDINGS. COMPONENT AND CLADDING LOADS SPECIFIED IN TABLE R301.2(2), -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT R301.2(3). ° OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN ° Drawn By: EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT R905.1.2:ICE BARRIERS. RAFTER M. MONTALBANO THE SAME TIME OF ADOPTION OF THIS CODE. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A BACK-UP OF WATER AS DESIGNATED IN R503.1: GENERAL. TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES TRIMMED 2"BACK FROM RIDGE BOARD �� Pro cct# -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY SHINGLES,METAL ROOF SHINGLES,MINERAL-SURFACED ROLL ROOFING, 1� 23-009 WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD VALLEY CENTERLINE ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A Scale CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED RAFTER DETAIL AS NOTED THE ALTERATION. IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 Date INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH 01-27-23 SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICALLY AND 12 UNITS HORIZONTALLY,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36"ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE TYP. CORA-VENT V-3 00 DTL. Shcet# LIGHTING & VENT NOTE: BUILDING. TYP. CLOSED-CUT N.T.S. AS PER THE 2020 N.Y.S.RBC SECTION 303,ALL HABITABLE ROOMS SHALL EXCEPTION. VALLEY CONST. DTL BE PROVIDED WITH A MIN.OF 4%NATURAL OR MECHANICAL DETACHED ACCESSORY STRUCTURES NOT CONTAINING ® : VENTILATION&A MIN.OF 8%NATURAL OR ARTIFICIAL LIGHT. CONDITIONED FLOOR AREA. N.T.S. NOTE: ,���'..•, �`� ® ® :. 1. ELECTRICAL CONTRACTOR TO COORDINATE WITH HOMEOWNER WITH POSITION OF ALL FIRST AND — SECOND FLOOR HIGH-HATS LIGHTING AND - C ?Y �a � \ AUTOMATIC SWITCHES FOR ALL ROOF OVERHANGS. 2. ALL RECEPTACLE OUTLETS IN THE GARAGE SHALL HAVE \ / GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTIONS, IN ACCORDANCE WITH SECTION E3902.2. o / 3. PROVIDE GROUND FAULT AND ARC-FAULT CIRCUIT- Q I o \ I I o O — -- I ❑ —�— ���\ \0� �� � Q �O1/ ��� �— INTERRUPTER PROTECTIONS IN ACCORDANCE C)� Z ;VOTE. \ I WITH SECTION E3902. Z Z q - — — — — — — — — 1 1 — 4. GROUNDING SYSTEM AND GROUNDING ELECTRODE U Z ELECTRICAL CONTRACTOR TO COORDINATE WITH — — \ � — — — — — — — — — — — — — — — — — — — -�T C7— — — — Z � I \ / ARE TO BE PROVIDED AS PER SECTIONS E3607 AND E3608. ]HOMEOWNER WITH POSITION OF ALL FIRST AND a a SECOND FLOOR HIGH-HATS LIGHTING AND I \\ \\ I _ — — // // O 4C.) U p AUTOMATIC SWITCHES FOR ALL ROOF OVERHANGS. I \ \ / / —— / 5 Z EXTERIOR \ / - -- -- -- -----GEX1R - - - - - -- - - - - - - - - - - - - - - - - - - -GFI - - - --- - --- --- - - - - ~l a Al 1 — - - - 1xi - - — - - - - - - - - — I I I \ I �� UU z w wO FI fl I \ � \ I I I I / ( ■ o -°- I I - - - - - �- - - - / N Ix. `\ I ` - -tt� I , — , I / ® I I II : o o ����_ — - - - - - 1 I p z o0 .� I - - - - - i \ c� O mi - -' - - - - - - - - - - - - - - LJ I / GFo GFI I — 77 -& dt db - - 70. j I I 33 — II I - - - - - - - - - -- - - --- - - - - -- -- ,� z w I \ i Fit ! -- - - - - - - - L _ _ - - - - - - - - - - - _-_- - - - - - - �- I — N w� I XTERIOR ! I L - - - - - - - - - - — — — XTERIOR - - - - - - - - J z W SECOND FLOOR ELEC. PLAN RESIDENTIAL ENERGY EFFICIENCY NOTES: Z W r 1 �. o CHAPTER 4 OF THE 2020 NYS R.B.C. FIRST FLOOR ELEC. PLAN SCALE: N.T.S. Q ' SCALE: N.T.S. R401.2: COMPLIANCE. z4 -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE Q Q z PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED "MANDATORY". R402.4: AIR LEAKAGE. W -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH O SECTIONS R402.4.1 THROUGH R402.4.4. Q Q R403.1: CONTROLS. MECHANICAL VENTILATION NOTE: MANUFACTURER'S MANUALS, ENERGY EFFICIENCY: -AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH Q Q SEPARATE HEATING AND COOLING SYSTEM. N W WHERE LOCAL EXHAUST AND WHOLE-HOUSE MECHANICAL VENTILATIN MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT Z IS PROVIDED,THE EQUIPMENT SHALL BE DESIGNED AND INSTALLED AS AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE.REQUIRED R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT. Q PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS PER REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND -HEAT PUMPS HAVING SUPPLEMENTARY 0C SECTION M1507 OF THE 2020 N.Y.S.RBC INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, Q C` ELECTRICAL LEGEND INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT a/ � MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF OPERATION HEN THE HEAT PUMP COMPRESSOR CAN MEET PRODUCT IN ACCORDANCE WITH SECTION R303.3 THE HEATING LOAD. P4 A I'X4'FLouREscENT LIGHT FIXTURE RESIDENTIAL ENERGY EFFICIENCY NOTES: AND OF THE 2020 N.Y.S.RBC QI R403.5.1:HEATED WATER CIRCULATION AND TEMPERATURE CHAPTER 5 OF THE 2020 NYS R.B.C. MAINTENANCE SYSTEMS. -1d <\ cEn ING FAN -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ti ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE �OQ SMOKE ALARMS NOTES: RSol.l: SCOPE. TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN U o SECTION R314 OF THE 2020 N.Y.S. RBC ACCORDANCE WITH SECTION Q a" -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE C====== CLOSET LIGHT CONNECTED TO DOOR SWITCH ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF R314.1: GENERAL. R403.5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS EXISTING BUILDINGS AND STRUCTURES. C==B BATHROOM VANITY LIGHT SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY Date Revision/Issue ; 0+ R403.5.3: 501.1.1:ADDITIONS,ALTERATIONS,OR REPAIR: GENERAL. R314.1.1:LISTINGS. ACCESSIBLE. 01/30r23 ISSUED FOR REVIEW CEILING FIXTURE DOWN LIGHT -ADDITIONSALTERATIONS,OR REPAIRS TO AN EXISTING SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL HOT WATER PIPE INSULATION. BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY 217. COMBINATION SMOKE AND CARBON MONOXIDE - HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM WITH SECTIONS R502,R503 OR 504. UNALTERED PORTIONS OF THE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 RECESSED INCANDESCENT Dowty LIGHT EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE AND UL 2034. THERMAL RESISTANCE OF R-3. 3 TREE WAY swlTcx REQUIRED TO COMPLY WITH THIS CODE. R403.9: SNOW AND ICE MELTING SYSTEM CONTROLS. R314.3:LOCATIONS. -SNOW AND ICE MELTING SYSTEMS, SUPPLIED THROUGH ENERGY R501.1:EXISTING BUILDINGS. VICE TO THE BUILDING,SHALL INCLUDE AUTOMATIC CONTROLS Drawn By: ® SINGLE POLE swlTcx -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT SMOKE ALARMS SHALL BE PROVIDED IN THE LOCATIONS SER—DETERMTNEDPIJRSITANTTOSFCTIONR3 BE USED THE REQUIRE THE REMOVAL ALTERATION OR ABANDONMENT CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS soc.F.M.EXHAUST FAN,vEN TO EXTERIOR OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN TEMPERATURE IS ABOVE 50°F,AND NO PRECIPITATION IS FALLING AND M. MONTALBANO EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF 220V DUPLEX RECEPTACLE.,/GROUND FAULT WHEN THE OUTDOOR TEMPERATURE IS ABOVE 400. Project# �F INTERRUPTER THE SAME TIME OF ADOPTION OF THIS CODE. CARBON MONOXIDE DETECTION SYSTEMS NOTES: CEILING MOUNTED RECEPTACLE SECTION 915 OF THE 2020 N.Y.S. RBC R404.1:LIGHTING EQUIPMENT. 23-009 �cM R503.1: GENERAL. Q -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY -NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED DUPLEX RECEPTACLE 915.1: GENERAL. WITH THE REQUIREMENTS OF THELIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT Scale CODE FOR NEW CONSTRUCTION. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE EXTERIOR WALL MOUNTED FIXTURE,FIXTURE ALTERATIONS SHALL BE SUCH TLESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES AS NOTED THAT THE EXISTING BUILDING OR DETECTORS SHALL BE INSTALLED IN BUILDINGS AS RE FO To BE WATER PROTECTED;OWNER TO SELECT MANUF. STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS REQUIRED IN SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. ACCORDANCE WITH SECTION 915.2.AND IN ACCORDANCE WITH THE R402.4.5:RECESSED LIGHTING. CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO PROVISIONS OF NFPA 720. -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE Date THE ALTERATION. 915.2.3:REQUIRED LOCATIONS. SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED 01-27-23 CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE PROVIDED IN THE LOCATIONS DETERMINED PURSUANT TO IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE SECTION 915.2.3.. THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 Sheet# PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. TYP. ROOF CONST: FFNE NOTE:ARCH. ASPHALT ROOF SHINGLES W RIDGE BEAMS HAVE BEEN DESIGNED MAINTAIN UPLIFT CONNECTIONS AT RAFTER ENDSAS SELECTED BY OWNER W/TONE LAYER OF 30#BLDG.FELT TJI DESIGN CHART DATA LOAD TABLES. AT NAILING PAD. TYPICAL FOR ALL FALSE VALLEY 1u,r �. a 1/2 EXTERIOR GRADE PLYWOOD CDX CONNECTIONS. ALSO MAINTAIN VENTILATION. `>� � �? 2"x10"ROOF RAFTERS a 16"O.C. 3/4"PLYWD. SUBFLR. 6 JK GLUED&NAILED PROVIDE ICE&WATER SHIEL COR-A-VENT V-300 SEE NOTE: NEW OUTSIDE CORNER(S) __ "SIMPSON"HDU5SDS 2.5 MEMBRANE AT ALL EAVES, RIDGE VENT PROVIDE DBL,FL.JOIST NEW 16" TJI CONT. RIM JOIST PROVIDE(3)2"X4"WD. STUDS - - HOLDDOWN RAYES&VALLEYS MIN.24" N-2 UNDER ALL PARALLEL AND PROVIDE BATT INSULATION THIS DIRECTION == CONNECTOR WITH HORIZONTALLY FROM NEW 1-3/4"x16"LVL NEW 2"x8" COLLAR TIES PARTITIONS PROVIDE 3-1/2" WEB STIFFNER -- 8„ T.O. ROOF DIA.THREADED INSIDE OF WALL RIDGE BOARD C 16"O.C.&PROVIDE ON EACH SIDE OF TJFS -- ROD TOP AND BOTTOM Q W PROVIDE INSULATION BAFFLE (2 "DIA.THRU BOLTS NEW SECOND FLR. (SEE DETAIL THIS SHEET) OR(3)LEDGER LAG SCREWS PROVIDE GALV. � � (SEE SHEET N-3) O H AT EACH END "TECO"METAL JOIST OZw >-, CONTINUOUSLY VENTED HANGERS AT ALL NEW 3-1/2"x16" TJI I I ( N VINYL SOFFIT 2 1FLUSH CONNECTIONS i 560 SERIES F.J. Ca?, 16" O.C. i i I aO sx a U 71N 2"x8"ALUM. WRAPPED ATTIC 8-1/4R-30C NOTE: un 0o FASCIA BOARD 2'_p" o (UNFINISHED & BATT INSUL. PROVIDE SOLID I NEW VINYL SIDING COLOR a a AND STYLE TO BE SELECTED COOU(8'-0" U H UNHEATED) " " 5 ALUMINUM GUTTER MAX. O.C.)BLOCKING MID-SPAN _ BY OWNER TYVEK __ H &LEADER NEW 2"x10"C.J.C, 16"O.C. = BUILDING WRAP OUTSIDE CORNER(S) PROVIDE ALUMINUM -_- 1"R-5 RIGID INSULATION PROVIDE ADDITIONAL 2"X4" -- _T.O. PLATE TYP. WALL CONST: FLASHING AT ALL 1/2"EXTERIOR PLYWOOD CDX WD.STUD IF REQD __ ATTACH HOLD-DOWN CONN. T.O. WINDOW VINYL SIDING COLOR AND STYLE ROOFIWALL INTERSECTIONS. 2"X4" WOOD STUDS�? 16" O.C. TO ALIGN HOEDOWN CONN. __ TO STUDS WITH SCREWS AS " TAPED&SPACDKiED- SEE „ „ 3-1/2"R-15 BATT INSUL. __ SPECIFIED BY MANUF. TO BE SELECTED BY OWNER 12 NEW � NEW 2x12 LEDGERBD. � -- °TYVEK°BUILDING WRAP BEDROOM #3 3 COATS MIN.) N-2 BOLTED 3i' GALV.MTL • 1"R-5 RIGID INSULATION ON ALL WALLS Q 1/2"EXTERIOR PLYWOOD CDX &CEILING NEW BOLTS&WASHERS(✓ 16"O.C. WALL DTE. ■ N 2"X4"WOOD STUDS g16"O.C. _ RAISE PLATE AROUND (STAGGERED TOP&BTM.) w/ - 3-1/2"R-15 BATT INSUL. ENTIRE PERIMETER PROVIDE SOLID BEDROOM #2 ii. PROVIDE ALUMINUM- TO PROVIDE NEW 9'-0" BLOCKING NEW 2"x8" COLLAR TIES N.T.S• ■, n , @ 16 O.C.&PROVIDE FLASHING AT ALL CEILING HT.WITH NEW �,MID-SPAN SEE N o ROOF/WALL INTERSECTIONS. 2"x4"WD. STUD KNEE-WALL ,� ($;-0"MAX.O.C.) N-2 (2 "DIA.THRU BOLTS HOLD—DOWN DTL. ® z r— m ' 3/4"PLYWD. SUBFLI�'_ ,-' " OR(3)LEDGER LAG SCREWS � _4 NEW 2"x12"LEDGERBD. _ GLUED&NAIi ED ,''� NEW�1/2"5ZW TJI 12 N.T.S. li. y, T.O. 2ND FLOOR BOLTED TO STRUCTURE 4t-- 560 SERIET X16 O.C. __- 14 N N W//2'O GALV.MTL. I -___ NEW 2"x10"R.R. C, 16"O.C. BOLTS&WASHERS C, 16"O.C. ,, ■ W �j r,� T.O. PLATE (STAGGERED TOP&BTM.) T.O. WINDOW " r, " -- ---------------------------------------- -------------- VINYL SOFFIT ON NEW 2x10 R.R. a, 16 O.C. ( W „ „ __ _________®__®_____=====s=====c=====c-=� ____ ____ _ „ NEW(2)1-3/4 x9-1/2 LVL _-7 NEW 2x6 C.J. �= 1, 1/2 PLYWOOD NEW(2)1-3/4"x9-1/2"LVL n, 16"O.C. PROVIDE 2"x6"LEDGER BD. REMOVE EXIST. W 16 TJI CONT.RIM JOIST DROPPED HDR. AND PROVIDE BATT INSULATION � � DROPPED HDR. BOLTED TO STRUCTURE ROOF AND CEILING „ VINYL SOFFIT ON �� ASSEMBLY IN PROVIDE 3-1/2 WEB STIFFNER SEE DETAIL SEE WRAPPED IN AZEK SHINGLE RIDGE C COR-A-VENT WRAPPED IN AZEK �v//a O GALV.MTL.BOLTS „ W ON EACH SIDE OF TJI S THIS SHEET NEW 8x8 FIBERGLASS V-300 RIDGE VENT cv 1/2"PLYWOOD _ &WASHERS C 16"O.C. ITS ENTIRETY (SEE SHEET N-3) N-2 COLUMN W/4"x4"P.T. o NEW 8"x8"FIBERGLAS o (STAGGERED TOP&BTM.) EXIST. EXIST. KITCHEN NEW COV. WD.POST W/IN PROVIDE ' COLUMN W/4"x4"P.T. °` ABA44Z POST-TO-BASE O0 WD.POST WAN PROVIDE PROVIDE 2"x8"LEDGER BD. LIVING ROOM (RENOVATED) PORCH / EXHA V ABA44Z POST-TO-BASE NEW COV. BOLTED To STRUCTURE (EXPANDED) PROVIDE 2"x10"LEDGER BD. &BC4 TOP POST ANCHOR FOR SHINGLES &BC4 TOP POST ANCHOR FOR PORCH BOLTED TO STRUCTURE \ P.T.POST CONNECTIONS(TYP.) FELT PAPER ROOF SHEATHING P.T.POST CONNECTIONS(TYP.) �ti'//a O GALV.MTL.BOLTS EXIST.FLOOR „ �—EXIST. WALL &WASHERS ag 16" O.C. ASSEMBLY &�'/� O GALV.MNL.BOLTS ASSEMBLY %4'x6"COMPOSITE DECKING Aft T.O. IST FLOOR %"x6" COMPOSITE DECKING (STAGGERED TOP&BTM.) TO REMAIN &WASHERS @ 16 O.C. TO REMAIN 7/8" (STAGGERED TOP&BTM.) NEW 2"x10"P.T.D.J. C12"O.C. NEW 2"x8"P.T.D.J. ag12" O.C. hi o NEW(3)2"x10" CONT. c� NEW(3)2"x10" CONT. NOTE: P.T. GIRDER RAFTER EXIST. (3)2"x8"GIRDER EXIST. I GRADE P.T. GIRDER PROVIDE SOLID BLOCKING AND COLUMN ASSEMBLY BASEMENT UNDER NEW POST -;:;.:�••.: RIDGE BOARD O V� ;.., TO REMAIN (UNFINISHED) "`'" ANEW 4"x6"P.T. WOOD POST 1z" NEW 4"x6"P.T.WOOD POST '; o FROM NEW HDRS. ABOVE PROVIDE MIN. (14)DTTIZ , ON 16"0 POURED CONC.PIER F� (TYP.FOR ALL LOCATIONS) (T-0"CEG. HT.) ON 16"0 POURED CONC. F''' ` NOTE: CONNECTORS MAX. a,48"O.C. PIER MIN. 3'-0"BELOW O N MIN. 3'-0"BELOW GRADE. (TYP.) ;;;: '; EXISTING FOUND.WALL IS CAPABLE OF (SEE DETAIL SHEET A-6) GRADE ON 24"x24"x12" PROVIDE POST-TO-PIER y_r: '. XIST.FOUND. WALL ' ` ' ` SUPPORTING THE NEW IMPOSED LOADS DEEP P.C.FOOTING. (TYP.FOR 4) METAL CONNECTOR BY ASSEMBLY TO REMAIN FROM THE ADDITIONS ABOVE PROVIDE POST-TO-PIER RAFTER DETAIL � Q "SIMPSON"ABA46Z(TYP.) PROVIDE MIN. (10)DTTIZUJ CONNECTORS MAX.C48"O.C. METAL CONNECTOR BY H z (SEE DETAIL SHEET A-6) "SIMPSON"ABA46Z(TYP.) �, � u BUILDING SECTION A—A TYP. COR-A-VENT V-300 DTL. SCALE: 1/4"=1'-0" N.T.S. Q W NOTE: ALL NEW RIDGE BEAMS HAVE BEEN DESIGNED COR-A-VENT X-5(1/2 PIECE) Q SEE USING TJI DESIGN CHART DATA LOAD TABLES. ROOF TO WALL APPLICATION ►--, 0: N-2 SHINGLE ROOF APPLICATION Q ( a TYP. ROOF CONST: SIDING ARCH. ASPHALT ROOF SHINGLES NOTE: w ® Q AS SELECTED BY OWNER COR-A-VENT V-300 W/ONE LAYER OF 30#BLDG.FELT RIDGE VENT MAINTAIN UPLIFT CONNECTIONS AT RAFTER ENDS uJ 1/2"EXTERIOR GRADE PLYWOOD CDX AT NAILING PAD. TYPICAL FOR ALL FALSE VALLEY T.O. ROOF _ VALLEY CENTERLINE 2"x10"ROOF RAFTERS C, 16" O.C. NEW 1-3/4"x16"LVL CONNECTIONS. ALSO MAINTAIN VENTILATION. ° NO FASTENERS WITHIN 6"OF CENTERLINE Q W RIDGE BOARD I--I PROVIDE ICE&WATER SHIEL NEW 2"x8" COLLAR TIES SHEATHING EXTRA FASTENER IN END OF SHINGLE F---I Q Z MEMBRANE AT ALL EAVES, a, 16"O.C.&PROVIDE I- 0 00 C� EXTEND SHINGLE AT LEAST 12 BEYOND RAYES&VALLEYS MIN.24" (2�"DIA.THRU BOLTS - N VALLEY CENTERLINE ~ 0 � HORIZONTALLY FROM 12 12 OR(3)LEDGER LAG SCREWS FLASHING �' INSIDE OF WALL 7 17 AT EACH END ~ CLIPPED CORNER SET IN ROOF CEENT MM PROVIDE INSULATION BAFFLE ° Mw (SEE DETAIL THIS SHEET) -2'-p„ 1/2"GYP.BD. 00 SHINGLE CAP CARRY UNDERLAYMENT ACROSS VALLEY TAPED&SPACKLED- °3 2"x8" ALUM. WRAPPED 8zIj4"R-30C 3 COATS MIN.) W L COR-A-VENT ° ° WATERPROOF UNDERLAYMENT OR MINIMUM FASCIA BOARD —� BATT INSUL. ON ALL WALLS X-5(12 PC) &CEILING T.O. PLATE ° ° 55#MINERALIZED ROLL ROOFING IN VALLEY G U 5"ALUMINUM GUTTER -' % __ _ -------------- -- - -- _ -- -- _ _— UNDERLAYMENT o &LEADER = --=--------------------- -------------=---- --- _____ _ '� T.O. WINDOW o ° ° Q ci _ =SES _ _� RAISE PLATE AROUND - REMOVE EXIST. ° CONTINUOUSLY VENTED—/ ENTIRE PERIMETER ROOF AND CEILING N-2 N 1/2"MAXIMUM OVERHANG 0 Date Revision/Issue VINYL SOFFIT TO PROVIDE NEW 9'-0" ASSEMBLY IN NEW SITTING Y-0"HIGH RAILING AIR ON CAP ° 01/30/23 ISSUED FOR REVIEW CEILING HT. WITH NEW ITS ENTIRETY AS PER N.Y.S. CODE 2"x4"WD. STUD KNEE-WALL AREA SECTION R3 I-R312. - y� SHINGLES ° PROVIDE GALV. NEW MASTER BEDROOM#2) CLEAR SPACING NOT 50 0 1„SLOB "TECO”METAL JOIST EXIST.WALL BEDROOM s r, _ n TO ALLOW PASSAGE OF A HULKING HANGERS AT ALL ASSEMBLY X a6 COMPOSITE 4" SPHERE. COLOR AND � SHINGLES TRIMMED 2"BACK FROM TO REMAIN FLUSH CONNECTIONS (CATHEDRAL CEILING) DECKING STYLE TO BE SELECTED EXIST.FLOOR (FORMER BEDROOM#1) VALLEY CENTERLINE NEW 2"x10"P.T. ASSEMBLY I BY OWNER SHEATHING D, N rawn By: TO REMAIN D.J. a 12 O.C. T.O. I ST FLOOR FELT PAPER M. MONTALBANO NEW(2)2"x10" CONT. o NOTE: EXIST. P.T. GIRDER Fn ' PROVIDE SOLID BLOCKING EXIST.(3)2"x8GIRDER BASEMENT E Project " # UNDER NEW POST AND COLUMN ASSEMBLY (UNFINISHED) GRADE 23-009 TO REMAIN '" FROM NEW HDRS. ABOVE (T-0' CLG. HT.) i; NEW 4"x4"P.T.WOOD POST RAFTER ON 16"O POURED CONC.PIER OR TRUSS TYP. CLOSED-CUT Scale AS NOTED f� (TYP.FOR ALL LOCATIONS) PROVIDE 2 x10 LEDGER BD. BOLTED TO STRUCTURE MIN. 3'-0"BELOW GRADE. (TYP.) EXIST.FOUND.WALL w/Y2'O GALV.MTL.BOLTS .` . PROVIDE POST-TO-PIER VALLEY CONST. DTL ASSEMBLY TO REMAIN &WASHERS i, 16" O.C. METAL CONNECTOR BY COR-A—VENTA—5 DTL. Date (STAGGERED TOP&BTM.) "SIMPSON"ABA44Z(TYP.FOR 3) N.T.S. 01-27-23 PROVIDE MIN. (14)DTTIZ N.T.S. CONNECTORS MAX. Ca 48"O.C. (SEE DETAIL SHEET A-6) Sheet BUILDING SECTION B-B SCALE: 1/4"=I'-0" EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: MANUFACTURER'S MANUALS, ENERGY EFFICIENCY: SEICTION R310 OF THE 2020 N.Y.S. RBC MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT R310.1:EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE.REQUIRED a BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND ° ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL ESCAPE AND RESCUE OPENING. EMERGENCY ESCAPE AND RESCUE INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND 3b OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF OR COURT THAT OPENS TO A PUBLIC WAY. PRODUCT IN ACCORDANCE WITH SECTION R303.3 AND OF THE 2020 N.Y.S.RBC R310.2:EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. wp_Gm ma DOWN Z A W p H R310.2.1:MINIMUM OPENING AREA. VENT NOTES: CHAPTER 31 OF THE 2020 N.Y.S. RBC -FAMMTI ATUC A1CN� o AT DaM VU MM _ �¢ EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A �RMeat SHFAIN NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE P3101.1:GENERAL m IMM vASSOKY PC, �.4 - NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALLr--1 p BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY THIS CHAPTER SHALL GOVERN THE SELECTION AND CEILING GYPSUM BOARD ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR INSTALLATION OF PIPING,TUBING AND FITTINGS FOR VENT SYSTEMS. AS AIR BARRIER 5 HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE THIS CHAPTER SHALL CONTROL THE MINIMUM DIAMETER OF VENT CONTINUOUS BEAD _ Hfs. F" Cn PIPES,CIRCUIT VENTS,BRANCH VENTS AND INDIVIDUAL VENTS,AND OF SEALANT MANUFACTURED THI4eVENTED W NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. PROFILE ATTIC = - _ THE SIZE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT AIRSPACE U�DOER BLOpQIG AS REgD U CONTINUOUS BEAD VENTILATION BA STACKS AND STACK VENTS. ADDITIONALLY,THIS CHAPTER REGULATESO F SEALANT (FULL WI ATTIC INSULATION tWhn Etter IRL Np+c srx�wr�T hx Z W R310.2.2 WINDOW SILL HEIGHT. VENT GRADES AND CONNECTIONS,HEIGHT ABOVE FIXTURES AND IWAM� cum WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE ----mum Umm RIM RELIEF VENTS FOR STACKS AND FIXTURE TRAPS,AND THE VENTING OF CONTINUOUS MINIMAL INSUL DETAIL -M003C AS AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF SUMPS AND SEWERS. EXPANDING FOAM AT A°0M NOT MORE THAN 44 INCHES ABOVE THE FLOOR;WHERE THE P3103.2:FROST CLOSURE. N.T.S. T SILL HEIGHT IS BELOW GRADE,IT SHALL BE PROVIDED WITH WINDOW PERIMETER INSUL. DETAIL A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. WHERE THE 97.5%VALUE FOR OUTSIDE DESIGN TEMPERATURE IS CONTINUOUS BEAD 0°F OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE OF SEALANT PLUMBIN NOT LESS THAN 3 INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF 1 1/2"RIGID INSULATION N.T.S. NATURAL GAS NOTES AS PER THE 2020 N.Y.S. THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE EXTERIOR INSULATED WALL TOP PW#+C- ■ EXPANDING F AM RIBC, FGC WINDOW UNIT AS ALL INSUL. DETAIL WA " FGC 4o3.4.1: AIR BARRIER W ® cv o -GAS PIPING MATERIALS:CAST IRON SHALL NOT BE USED. HOUSE TRAP NOTE: CONTINUOUS MINIMAL ELECTRICAL WIRE ® I[fQ�jy] � 00 0 � .-,��TOP PLATE � l `"'� � � FG(.,404.6:NATURAL GAS FIRED APPLIANCES. P3201.4:BUILDING TRAPS. EXPANDING FOAM AT N.T.S. -UNDERGROUND PENETRATIONS OF FOUNDATION WALLS ARE d. �p PROHIBITED. -AS PER THIS SECTION IF BUILDING TRAPS ARE REMOVED,NEW WINDOW PERIMETER EXPANDING FOAM SEALANT N�T T T . ONES SHALL BE PROHIBITED N FGC 404.7:PROTECTION AGAINST PHYSICAL DAMAGE. 11�I S lJ LDETAIL � Q z -PIPING OTHER THAN BLACK OR GALVANIZED STEEL INSTALLED CONTINUOUS BEAD WALLSTUD THROUGH HOLES IN WOOD STRUCTURAL ELEMENTS SHALL BE OF SEALANT .7 � a PROTECTED BY SHIELD PLATES IN COMPLIANCE SMOKE ALARMS NOTES: CONTINUOUS BEAD N.T.S. INSUL. DETAIL 5 WITH SECTION 404.7.1. SECTION 8314 OF THE 2020 N.Y.S. RBC OF ADHESIVE Iy 0 W ,� a FGC 404.11:PROTECTION AGAINST CORROSION. CONTINUOUS BEAD -METALLIC PIPING OR TUBING EXPOSED TO CORROSIVE ACTION, OF SEALANT � E-+ R314.1:GENERAL. NTS N.T.S. mi SUCH AS SOIL CONDITION OR MOISTURE, SHALL BE PROTECTED IN SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. W AN APPROVED MANNER. ZINC COATINGS(GALVANIZING)SHALL NOT BE DEEMED ADEQUATE PROTECTION FOR GAS PIPING R314.1.1:LISTINGS. UNDERGROUND. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL FGC 404.15: GAS OUTLETS CLOSURES. 217. COMBINATION SMOKE AND CARBON MONOXIDE FGC 406:GAS PIPING PRESSURE TEST TO BE CARRIED OUT AS PER THIS ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 SECTION. AND UL 2034. FGC 406.5.2:IN CASE OF LEAKAGE OR OTHER DEFECTS,THE AFFECTED CONTINUOUS BEAD PORTION OF THE PIPING SYSTEM SHALL BE REPAIRED AND 8314.3:LOCATIONS. OF SEALANT TABLE R402.4.1.1 RETESTED IN ACCORDANCE WITH THIS SECTION. SMOKE ALARMS SHALL BE PROVIDED IN THE LOCATIONS INSUL. DETAIL AIR BARRIER AND INSULATION INSTALLATION T)PT TR ST TANT TO SRCTION R1 141 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA GAS DRIPS AND SLOPPED PIPING NOTES: N.T.S. A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE SECTION G2419 OF THE 2020 N.Y.S. RBC iCARBON MONOXIDE DETECTION SYSTEMS NOTES: BUILDING ENVELOPE. G2419.1:SLOPES. SECTION 915 OF THE 2020 N.Y.S. RBC GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR-PERMEABLE INSULATION SHALL NOT BE USED -PIPING FOR OTHER THAN DRY GAS CONDITIONS SHALL BE 915.1:GENERAL. AIR BARRIER. AS A SEALING MATERIAL. 0 SLOPED NOT LESS THAN 1/4"IN 15 FEET TO PREVENT TRAPS. .� N CARBON MONOXIDE ALARMS AND CARBON MONOXIDE v� DETECTORS SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. G2419.2:DRIPS. ACCORDANCE WITH SECTION 915.2.AND IN ACCORDANCE WITH THE THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE -WHERE WET GAS EXISTS,A DRIP SHELL BE PROVIDED AT ANY PROVISIONS OF NFPA 720. ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR ~! UJ �4 POINT IN THE LINE OF PIPE WHERE CONDENSATE COULD COLLECT. A 915.2.3:REQUIRED LOCATIONS. BARRIER SHALL BE SEALED. THE INSULATION IN ANY DROPPED CEILING/SOFFIT LV V z DRIP SHALL ALSO BE PROVIDED AT THE OUTLET OF THE METER AND CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE CEILING/ATTIC SHALL BE ALIGNED WITH THE AIR BARRIER. SHALL BE INSTALLED SO AS TO CONSTITUTE A TRAP WHEREIN AN j Z PROVIDED IN THE LOCATIONS DETERMINED PURSUANT TO ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL DOORS w . ACCUMULATION OF CONDENSATE WILL SHUT OFF THE FLOW OF GAS U U BEFORE THE CONDENSATE WILL RUN BACK INTO THE METER. SECTION 915.2.3.. TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. Q Q Q RESIDENTIAL ENERGY EFFICIENCY NOTES: CAVITIES WITHIN CORNERS AND HEADERS OF FRAME0 G2419.3:LOCATION OF DRIPS. CHAPTER 4 OF THE 2020 NYS R.B.C. THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE WALLS SHALL BE INSULATED BY COMPLETELY FILLING IIID Z W U) r -DRIPS SHALL BE PROVIDED WITH READY ACCESS TO PERMIT MECHANICAL VENTILATION NOTE: SEALED. CLEANING OR EMPTYING. A DRIP SHALL NOT BE LOCATED WHERE THE CAVITY WITH A MATERIAL HAVING A THERMAL Q m CONDENSATE IS SUBJECT TO FREEZING. WHERE LOCAL EXHAUST AND WHOLE-HOUSE MECHANICAL VENTILATIN( WALLS THE JUNCTION OF THE TOP PLATE AND THE TOP OF EXTERIOR RESISTANCE OF R-3 PER INCH MINIMUM. z ^ IS PROVIDED,THE EQUIPMENT SHALL BE DESIGNED AND INSTALLED AS R401.2:COMPLIANCE. WALLS SHALL BE SEALED. G2419.4: SEDIMENT TRAP. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND AS PER WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT O -PROJECTS SHALL COMPLY WITH SECTION R405 AND THE EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED w z Q -WHERE A SEDIMENT TRAP IS NOT INCORPORATED AS PART OF SECTION M1507 OF THE 2020 N.Y.S.RBC PROVISIONS OF SECTIONS 8401 THROUGH 8404 LABELED MANDATORY . KNEE WALLS SHALL BE SEALED. � � THE APPLIANCE,A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAMAND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. O LV OF THE APPLIANCE SHUT OFF VALVE AS CLOSE TO THE INLET OF THE R402.4:AIR LEAKAGE. iiimii Q; APPLIANCE AS PRACTICAL. THE SEDIMENT TRAP SHALL BE EITHER A -THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH WINDOWSTHE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING, Z ,SKYLIGHTS AND DOORS Q a TEIE FITTING HAVING A CAPPED NIPPLE OF ANY LENGTH INSTALLED SECTIONS R402.4.1 THROUGH R402.4.4. AND SKYLIGHTS AND FRAMING SHALL BE SEALED. VERTICALLY IN THE BOTTOMMOST OPENING OF THE TEE OR OTHER CLOTHES DRYER EXHAUST NOTES: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. Q = 0 8403 DEVICE APPROVED AS AN EFFECTIVE SEDIMENT TRAP. ILLUMINATING .1: CONTROLS. APPLIANCES,RANGES,CLOTHES DRYERS,DECORATIVE VENTED SECTION M1502 OF THE 2020 N.Y.S. RBC -AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH FLOOR FRAMING CAVITY INSULATION SHALL BE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES,GAS M1502.1:GENERAL. SEPARATE HEATING AND COOLING SYSTEM. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE W FIP:EPLACES AND OUTDOOR GRILLS NEED NOT TO BE EQUIPPED. UNDERSIDE OF SUB-FLOOR DECKING OR FLOOR FRAMING CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT. CAVITY INSULATION SHALL BE PERMITTED TO BE IN THE MANUFACTURER'S INSTRUCTIONS AND IN PURSUANT WITH THISFLOORS(INCLUDED ABOVE GARAGE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE SECTION. -HEAT PUMPS HAVING SUPPLEMENTARY AND CANTILEVERED FLOORS) OF INSULATION. CONTACT WITH THE TOP SIDE OF SHEATHING,OR 0 ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE00 M1502.3:DUCT TERMINATION. EXCEPT DURING DEFROST PREVENT SUPPLEMENTAL HEATEXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE � OF FLOOR FRAMING AND EXTENDS FROM FROM THE � REQUIREMENTS FOR ROOF COVERING NOTES: OPERATION HEN THE HEAT PUMP COMPRESSOR CAN MEET BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING E--� BUILDING.EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE THE HEATING LOAD. MEMBERS. SECTION R905 OF THE 2020 N.Y.S. RBC WITH THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. IF 5 THE MANUFACTURER'S INSTRUCTIONS DO NOT SPECIFY A TERMINATION d R905.1:ROOF COVERING APPLICATION. R403.5.1:HEATED WATER CIRCULATION AND TEMPERATURE EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, LOCATION THE EXHAUST DUCT SHALL TERMINATE NOT LESS THAN 3 ROOF COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE � MAINTENANCE SYSTEMS. CRAWL SPACE WALLS COVERED WITH A CLASS 1 VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE 48 FEET IN ANY DIRECTION FROM OPENINGS INTO BUILDINGS. EXHAUST , APPLICABLE PROVISIDNS OF THIS SECTION AND THE MANUFACTURER'S -HEATED WATER CIRCULATION SYSTEMS SHALL BE IN OVERLAPPING JOISTS TAPED. CRAWL SPACE WALLS. EQUIPPED WITH A BACKDRAFT INSTALLATION INSTRUCTIONS. UNLESS OTHERWISE SPECIFIED IN THIS DUCT TERMINATIONS SHALL BE EQACCORDANCE WITH SECTION 8403.5.1.1. HEAT TRACE � z DAMPER. SCREENS SHALL NOT BE INSTALLED AT THE DUCT SECTION,ROOF COVERINGS SHALL BE INSTALLED TO RESIST THE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTS COMPONENT AND CLADDING LOADS SPECIFIED IN TABLE 8301.2(2), TERMINATION. ACCORDANCE WITH SECTION SHAFTS,PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE 3 0 ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH TABLE SEALED. A R301.2(3). R403.5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY RESIDENTIAL ENERGY EFFICIENCY NOTES: NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT Date Revision/Issue 8905.1.2:ICE BARRIERS. CHAPTER 5 OF THE 2020 NYS R.B.C. ACCESSIBLE. NARROW CAVITIES IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ON INSTALLATION READILY CONFORMS TO THE ALONG THE EAVES CAUSING A BACK-UP OF WATER AS DESIGNATED IN R403.5.3:HOT WATER PIPE INSULATION. AVAILABLE CAVITY SPACE. 01/30/23 ISSUED FOR REVIEW TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT - HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND SHINGLES,METAL ROOF SHINGLES,MINERAL-SURFACED ROLL ROOFING, R501.1: SCOPE. THERMAL RESISTANCE OF R-3. GARAGE SEPARATION SLATE AND SLATE-TNTE SHINGLES,WOOD SHINGLES AND WOOD -THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE CONDITIONED SPACES. SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF R403.9: SNOW AND ICE MELTING SYSTEM CONTROLS. RECESSEDLIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A EXISTING BUILDINGS AND STRUCTURES. -SNOW AND ICE MELTING SYSTEMS,SUPPLIED THROUGH ENERGY THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED SERVICE TO THE BUILDING, SHALL INCLUDE AUTOMATIC CONTROLS IN:PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE 501.1.1:ADDITIONS,ALTERATIONS,OR REPAIR: GENERAL. CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS BATT INSULATION SHALL BE CUT NEARLY TO FIT AROUND Drawn By: LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24" -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING TEMPERATURE IS ABOVE 507,AND NO PRECIPITATION IS FALLING AND WIRING AND PLUMBING IN EXTERIOR WALLS,OR M. MONTALBANO INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF PLUMBING AND WIRING INSULATION THAT ON INSTALLATION READILY CONFORMS SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICALLY AND 12 UNITS WITH SECTIONS R502,R503 OR 504. UNALTERED PORTIONS OF THE WHEN THE OUTDOOR TEMPERATURE IS ABOVE 400. TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND HORIZONTALLY,THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE WIRING. Project# THAN 36"ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE REQUIRED TO COMPLY WITH THIS CODE. R404.1:LIGHTING EQUIPMENT. THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT 23-009 BUILDING. -NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED SHOWER/TUB ON EXTERIOR WALL TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM THE EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS R501.1:EXISTING BUILDINGS. LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT SHALL BE INSULATED EXCEPTION. -EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHOWERS AND TUBS. Scale DETACHED ACCESSORY STRUCTURES NOT CONTAINING BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL AS NOTED CONDITIONED FLOOR AREA. OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN R402.4.5:RECESSED LIGHTING. ELECTRICAL/PHONEBQX ON EXTERIOR OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL BE IN EXISTG BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT -RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE WALLS INSTALLED THE SAME TIME OF ADOPTION OF THIS CODE. SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED IHAIPENEIRAIEBUILDINGDate AND UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE H.V.A.C.REGISTER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE SUB-FLOOR OR 0l-27-23 R503.1: GENERAL. IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE LIGHTING & VENT NOTE: -ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SPRINKLERS WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION. PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED Sheet# AS PER THE 2020 N.Y.S.RBC SECTION 303,ALL HABITABLE ROOMS SHALL ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE CONCEALED SPRINKLERS BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE BE PROVIDED WITH A MIN. OF 4%NATURAL OR MECHANICAL STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS INTERIOR WALL OR CEILING COVERING. SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE VENTILATION&A MIN.OF 8%NATURAL OR ARTIFICIAL LIGHT. CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO SPRINKLER COVER PLATES AND WALLS OR CEILINGS. ;. B • THE ALTERATION. a.IN ADDITION,INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400. Na 3 ; G a ; .; a < ELEVATION LEGEND T.O. ROOF i- f` 4c ` SIDING COLOR AND STYLE TO BE SELECTED BY OWNER. 30 YEAR ASPHALT ROOF SHINGLE 11 N 2 COLOR AND STYLE TO BE SELECTED BY OWNER. N Q —_ oo 0 C) uo 3 COR-A-VENT V-300 RIDGE VENT14 O Z W 4 4 CONTINUOUSLY VENTED VINYL SOFFIT. 12 T.O. PLATE a O T.O. WINDOW j w * 12„ 12 � — F, E 5 2"x8"ALUMINUM WRAPPED FASCIA BOARD. a a 5” SEAMLESS ALUMINUM GUTTERS AND LEADERS ��" U U 6 DOWN TO NEW CONCRETE SPLASH BLOCKSAT — — -- N GRADE. T SHOWN FOR CLARITY) 2 — _ _ _ W21041 W21041TW210410 17W210410 �nJ041 PROVIDE ICE&WATER SHEILD MEMBRANE _ 7 AT ALL EAVES,RAYES&VALLEYS g 4 CORNER VINYL TRIM BOARD -- 4�_ 44 COLOR AND STYLE TO BE SELECTED BY OWNER. M T.O. 2ND FLOOR ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS -- 9 VINYL WINDOWS AS MANUFACTURED BY"ANDERSEN 400 SERIES" 4 - T.O. PLATE OR EQUAL.DP30 SERIES. T.O. WINDOW 3-1/2"WINDOW AND DOOR VINYL TRIM BOARD 5 ® W °O 0O o k12 Z ct 1 COLOR AND STYLE TO BE SELECTED BY OWNER. 6 I I PROVIDE ALUMINUM VALLEY FLASHING AT ALL ROOF/ROOF INTERSECTIONSQ Z 15 -`c\.� W21041 21041 W21041 �TOJ41 LE 11 W21041 o 12 cn PROVIDE ALUMINUM FLASHING AT ALL ROOF/WALL INTERSECTIONS. 9 - --- ----- o 0 13 � LU MJ0 T-0"HIGH RAILING AS PER N.Y.S. CODE SECTION R3 I-R312. UO W 13 CLEAR SPACING NOT TO ALLOW PASSAGE OF A4" SPHERE.COLOR AND T.O. 1ST FLOOR STYLE TO BE SELECTED BY OWNER o .0 14 OL oo_ AZEK PANELS AND BOARD COLOR AND STYLE TO BE SELECTED BY OWNER. L GRADE 19K JiN 15 NEW 8"x8"FIBERGLASS COLUMN W/4"x4"P.T.WD.POST WAN(TYP.) � I I I I I I 17 I I 20 16 NEW X"x6" COMPOSITE DECKING COLOR AND STYLE TO BE L L SELECTED BY OWNER —� 1 7 NEW STEPS MAX.8.25"RISER MIN. 9.25"THREAD AS PER N.Y.S CODE — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — z 1 g NEW 4"x6"P.T.WOOD POST ON 16"0 POURED CONC.PIER MIN. Y-0"BELOW GRADE ON 24"x24"x12"DEEP P.C.FOOTING.(TYP.FOR 4) FRONT ELEVATION 19 NEW 4"x4"P.T.WOOD POST ON 16"0 POURED CONC.PIER SCALE: 1/4"=1'-0" 12 W MIN.Y-0"BELOW GRADE. (TYP.) 3 �� ul 0J UJ Z 20 NEW 4"x6"P.T.WOOD POST ON 16"0 POURED CONC.PIER — T.O. ROOF �+ MIN. Y-0"BELOW GRADE. (TYP.) 21 LOUVERED ATTIC VENT 21 2 w �Wy Q N � � 1i N — _ 12 Q Q 12Z �D COR-A-VENT X-5(1/2 PIECE) 17 7 o Z 0 W ROOF TO WALL APPLICATION SHINGLE ROOF APPLICATION Q SIDING T.O. PLATE 4 C)_ O VALLEY CENTERLINE T.O. WINDOW .�12° 12" ° NO FASTENERS WITHIN 6"OF CENTERLINE 5 -- 1 EXTRA FASTENER IN END OF SHINGLE LU SHEATHING _ 6 U W EXTEND SHINGLE AT LEAST 12 BEYOND 8 W p z NI--1 ° VALLEY CENTERLINE O a. 00 ° 9W21041 W21041 W ON C� CLIPPED CORNER SET IN ROOF CEMENT FLASHING12 p� CARRY UNDERLAYMENT ACROSS VALLEY00 10 ° ° WATERPROOF UNDERLAYMENT OR MINIMUM SHINGLE CAP _ d 55#MINERALIZED ROLL ROOFING IN VALLEY WALL T.O. 2ND FLOOR 12 12 4 ° ° COR-A-VENT _4 -- UNDERLAYMENT X-s(12 PC) T.O. PLATE z ° o U T.O. WINDOW 1/2"MAXIMUM OVERHANG 15 Date Revision/Issue ° AIR ON CAP - N 01/30!23 ISSUED FOR REVIEW y SHINGLES 0 13 _ SHINGLES TRIMMED 2"BACK FROM 1" 00 21041 W21041 VALLEY CENTERLINE17 SLO? HULKING � SHEATHING \\ FELT PAPER T.O. 1ST FLOOR Drawn By: M. MONTALBANO 0 / { 16 Project# GRADE 23-009 TYP. CLOSED-CUT o>RAFTER I I 20 1 g Scale i i AS NOTED _VALLEY CONST. DTL L N.T.S. COR-A-VENTA-5 DTL. , Date 01-27-23 N.T.S. Sheet# RIGHT SIDE ELEVATION SCALE: 1/4"=1'-0" 3 w ,< `7 ELEVATION LEGEND '`f•?i��F ?:.tet �`,�« T.O. ROOF ' § `Z SIDING COLOR AND STYLE �� Y TO BE SELECTED BY OWNER. 2 30 YEAR ASPHALT ROOF SHINGLE N COLOR AND STYLE TO BE SELECTED BY OWNER. ^� N Q 3 COR-A-VENT V-300 RIDGE VENT 00 O ozW � � 4 CONTINUOUSLY VENTED VINYL SOFFIT. T.O. PLATEpNJ a 12 T. . WINDOW „ � z 5 2"x8" ALUMINUM WRAPPED FASCIA BOARD. - '�12 12 �' � 3 � Q 5" EAMLE - --- S SS ALUMINUM GUTTERS AND LEADERS 1 H � � vH 6 DOWN TO NEW CONCRETE SPLASH BLOCKS ~ zw AT GRADE. (NOT SHOWN FOR CLARITY) N W243 --- 7 PROVIDE ICE&WATER SHEILD MEMBRANE o 8 W21041 W21041 W21041 21041 2 AT ALL EAVES,RAYES&VALLEYS - ---- - --- --- ---- - -- - - ------ - ------- ----- - ------ - - - -- -- 8 4"CORNER VINYL TRIM BOARD o - -- -- - 7 COLOR AND STYLE TO BE SELECTED BY OWNER. M ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS T.O. 2ND FLOOR _ ❑ 9 VINYL WINDOWS AS MANUFACTURED BY"ANDERSEN 400 SERIES" - - __ _ __---=.-_ _-__--_-_--_ ___ ___ ___ _ ______ OR EQUAL.DP30 SERIES. T.O. PLATE 4 T.O. WINDOW - - - k Z00 0 j 0 3-1/2"WINDOW AND DOOR VINYL TRIM BOARD - 1200rn COLOR AND STYLE TO BE SELECTED BY OWNER. 5 NEW Q �' PROVIDE ALUMINUM VALLEY FLASHING AT ALL ROOF/ROOF INTERSECTIONS _ WG128 . FWG8080 6 NEW m Q Z ^N j 2 PROVIDE ALUMINUM FLASHING AT ALL ROOF/WALL INTERSECTIONS. � oo W2631 TW2636 � � �� 13 W 3'-0"HIGH RAILING AS PER N.Y.S. CODE SECTION R311-R312. 13 CLEAR SPACING NOT TO ALLOW PASSAGE OF A4" SPHERE. COLOR AND W STYLE TO BE SELECTED BY OWNER T.O. 1ST FLOOR 11 L j 4 AZEK PANELS AND BOARD COLOR AND STYLE TO BE SELECTED BY OWNER. 16 � c� 0 uJ -H GRADEF I FF 11 15 NEW 8"x8"FIBERGLASS COLUMN W/4"x4"P.T.WD.POST WAN(TYP.) - - - 20 i I I 17 9 I I I I J 18 16 NEW%"x6" COMPOSITE DECKING COLOR AND STYLE TO BE - I I I - ( I I - I I 1F I I I 1 I L _ - _ 1 SELECTED BY OWNER _J � � L_ J LJ L_ _ J � J L _ � ❑ � ❑ I - - - -I I Ll 10 I I j 7 NEW STEPS MAX.8.25"RISER MIN. 9.25"THREAD AS PER N.Y.S CODE 18 NEW 4"x6"P.T. WOOD POST ON 16"0 POURED CONC.PIER MIN. 3'-0"BELOW I I o N GRADE ON 24"x24"x12"DEEP P.C.FOOTING. (TYP.FOR 4) REAR ELEVATION � kn °' L _ J Q 19 NEW 4"x4"P.T. WOOD POST ON 16"0 POURED CONC.PIER SCALE: 1/4"=1'-0" 3 T R � uJ V � MIN. Y-0"BELOW GRADE. (TYP.) O. O�F - Z 20 NEW 4"x6"P.T. WOOD POST ON 16"0 POURED CONC.PIER � J � � W a ® MIN.Y-0"BELOW GRADE. (TYP.) 21 2 _ u 21 LOUVERED ATTIC VENT N w z L H 12 Q 12 7 7� 7 11 00 Q Z Q COR-A-VENT X-5(1/2 PIECE) o w ROOF TO WALL APPLICATION4 T.O. PLATE_ V1 W SHINGLE ROOF APPLICATION T.O. WINDOW SIDING j .�12" ^ � 5 \ 8 / 6 - W i - > W SHINGLE RIDGE C COR-A-VENTSHEATHING 0 oW 0 Z V-300 RIDGE VENT 12 - -1 w CL � �,\ T FLASHING o EXHAUS 12 _ c� SHINGLES 41 \ 12 T.O. 2ND FLOOR FELT PAPER ROOF SHEATHING SHINGLE CAP 4 - 7/8" Ix WALL COR-A-VENT T.O. PLATE IN X-5(12 PC) T.O. WINDOW � U RAFTER 15 Q a 1/2"MAXIMUM OVERHANG N Date Revision/Issue RIDGE BOARD �O� AIR ON CAP 13 0 ;i 0 01/30/23 ISSUED FOR REVIEW 00 y SHINGLES W21041 0� 1 RAFTER DETAIL AULKING 17„SLOT 11 11 11 11 1111 u 11 11 11 u T.O. 1 ST FLOOR SHEATHING - - -- FELT PAPER ❑ ❑ O o Drni�n By: 7FYP. COR-A-VENT V-300 -300 DTL. ❑ ❑ 16 M. MONTALBANO GRADE N.T.S. I I I I Project# 18 - I 1 9 i 20 I 23-009 RAFTER � OR TRUSS � - -I i � 10 I Scale = I I AS NOTED - � _ -- - - - - -__ -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COR AVENT X 5 DTL. __ _ _ _ _ _ _ � Date N.T.S. I I 01-27-23 I I L Shect# LEFT SIDE ELEVATION SCALE: 1/4"=1'-0" . -