Loading...
HomeMy WebLinkAbout48568-Z �o�SufFnc�.� TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE wo . 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#: 48568 Date: 12/7/2022 Permission is hereby granted to: Mudd, Stephen 645 Pine Neck Rd Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: / VD 16) 900 Private Rd #26, Southold SCTM # 473889 Sec/Block/Lot# 59.-9-7 lw9+- 046 Pursuant to application dated 9/21/2022 and approved by the Building Inspector. To expire on 6/7/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,793.20 CO-NEW DWELLING $50.00 Total: $2,843.20 4 Building FIELD INSPECTION REPORT DATE COMMENTS " b c FOUNDATION (1ST) 00� ------------------------------------ t' ® rQ FOUNDATION (2ND) t� z 0 Q y ROUGH FRAMING& -1 y PLUMBING � I r INSULATION PER N.Y-. t V H STATE ENERGY CODE pry FINAL ADDITIONAL COMMENTS i O 7PINh z Av O z sCON • J� � y 0��5t1fFOlK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y2 H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1 1 971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D � D PERMIT NO. gb S- Building Inspector: S E P 2 1 2022 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owners Authorization form(Page 2)shall be completed. TOWN OF SOUTHOLD Date:09/20/2022 OWNER(S)OF PROPERTY: Name:Jennifer Mudd SCTM#1000-59-09-07 Project Address:g00 Private Road #26 Southold NY 11971 Phone#:631-644-5235 Email:smithj0622@gmail.com Mailing Address:g00 Private Road #26 Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other NEW 2 STORY SINGLE FAMILY RESIDENCE WITH ATTACHED 2 CAR GARAGE $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: sAlit fC,aml IV ?t$. Intended use of property: 81 L r ml'i &g Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Ivv this property? ❑Yes eNo IF YES, PROVIDE A COPY. Rf Check Box Aufter Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name)` ITUluef v��� a uthorized Agent Downer Signature of Applicant: `, �J Date: STATE OF NEW YORK) t [�S COUNTY OF SUffoh ) Mf Jl chtftn4 On %eing duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and bel• f; and that the work will be performed in the manner set forth in the applicatioln file therewith..BARB RSA H. DIY. Notary Public,State Of NOW York Sworn before me this No. 01TA6086001 Oualified In Suffolk County p day of 20aa Commission Expires 01/13/20 d� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, J(,�nw:f Cr ULl U\-`-`s� � residing at 6 5 ?y—c l� C); �—�' i do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. R/a0jd - 0 er's Signature Date s Print Owner's Name 2 AM P Architecture Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build Date: September 215t,2022 Southold Building Department RE: Mudd Residence 900 Private Road #26 Southold NY 11971 To Whom It May Concern, Enclosed please find 4 copies of the plans for 900 Private Road #26 in Southold, Heath Department Approval, REScheck, and Manual J&S. Please reach out to our office if you have any questions. Thank you, Michelle Sarabia Page 1 of 1 LAYOUT NOTES ARLIHI �` nw ceSAvewrecTvte SLOT^C.O,VE-RE,•,.ti,L,_r;. ..::.a Jx'xt''w,'S:r�T-[,4,"'� .:.fr'; x ,,��,,�yy,, :'�n'� I. FLOOD MAP DATA. IS AN ARCHITECTS SITE PLAN l IS MAP e,56I03C0I54H SUBJECT TO VERIFICATION 8Y A LICENSED MAP DATE.09/25/2009 °\•.- y f' �. ��s \_` ""War i^Yb^a SUFFOLK COUNTY TAX LOT NO. 1000-59-q-1 SURVEYOR THE INFORMATION FLOOD ZONE,X r✓ {� . Y bsl.Tbs9bn Orbo REPRESENTED ON THIS SITE PLAN 15 TO THE ' s 4 ZONE R_g0 ARCHITECT'S BEST OF<NOr _OZ. 2.BITE PROTCTION/SILT FENCIN5 TO BE �� + ♦ d , i %LOT 2.SURVEY INFORMATION WAS OBTAINED w5TALLED AS REOJIRED BY THE TOWN OF n • " lwv. >=w..Lo DESCRIPTION AREA'1 AND PREPARED BY 1 a � ,� • �� COVPRA6P DATED AP¢IL IT,2021 SOUTHOLD. � ' . \• TOTAL LOT AREA 56pb6.9 5.F 3.SURFACE WATER5 OR WETLANDS ARE NOT OS JAR WCKS LOCATED WITHIN 3OO'OF THE PROPERTY. 9BB F PROPOSED DWELLING 5;1563 5F. 66% N.Y.STATE LAND SURVEYOR 4.ELEVATIONS REFERENCE NAND 1 LIC e051025 PROPOSED PO RCH/DECK(STAIRS 641b 5F. 13% 14 TRAINOR AVENUE 5.ALL WELL5 LOCATED WITHIN 150'OF 13 '\ CENTER MORICHES.N.Y.11934 SUBJECT PROPERTY LINES ARE DEPICTED ��"yt>♦„ �• TOTAL AREA OF ALL STRUCTURES 4604.1 S.F H.I% (631)405-5105 ON SITE PLAN. MAXIMUM COVERAGE ALLOWED-20% 1 � - � NEI5H30RIN5'/ / DWELLING/ I AERIAL PHOTO w DEVELOPZNwR VDTs SCALE:NTS No WELLS VISIBLE WITHIN 150'/ I U EL.=31.26' srvrr ° SIV tt �� .W DWELLING w/ EXIST. 4rvfL�Tc" r_• _ �it� - ° RIVA_ /--_:ti,i¢ �wa- j)&() I1 TE WELL J ORYWELL/DRAINAGE STRUCTURE NOTE: / WELL WATER I i C -1 U+a W A MINIMUM 10'5EPARATION IS I g-� _� I P PROPERTY LINE i Q REQUIR-'_D 3ETWEEN WATER SERVICE -_- _LINE/LATERAL5/MAIN5/5EPTIG/LEAGHIN 'a -g- ,- /5EWER AND THE EDGE OF ALL mI I EL.v33.14' STORMNATER DRAINAGE LEACHING STRUCTURES EI 'LN TEST 8-� Ot tEPHOLE e2 ' DRAINA5E/F`IPIN5 NOT: a;y J' \a, oP e- eo Ir ,yk H - IX.zuTs°m--.- umN.-t a• A MINIMUM 5'SEPARATION IS •m°°x� t / O��'F PROP.BURIEv ELECTRIC LINE.r0 I,—FO.,ARLtS Nor SUSJ-.CT To vE19CUlAR iPwi Ic REQUIRED BETWEEN WATER SERVICE %i PRpp. �'H g NEW yE�yiE�" MAINTAIN 5'MIN.SEPARATION FROM O \ LINE/LATERAL5/MAINS AND THE EDGE % I pRYWELL L.P. MIN. L.P \ p0� �SEWASIE DISPOSAL 5Y5TEM a IY Di fit Y£t5.aLlffkaS•A-5 R19�t'J5,LLRRNAi_•y R FC?US.,CM A➢G Efi-_4SgN/G:M1ECiON' s• ' 1 p•MN' 6. i^-------------1_------P WATER SUPPLY LINE TEST I 1 OF ALL STORMWATER DRAINAGE coH+em.HATea bea.nb®=r 1 e Y Zs - -_---- HOLE=I NON-LEACHING STRUGTURE5 AND °�"P"e I _i NEW S�i yo- \ I -------- ----------------------------------- EL.32, I GLEAN-OUT DETAIL ASSOCIATED PIPING. 4- S.T. S• -- 0, y• N� PROP.WATER SUPPLY LINE FROM 1 z \ PROP.WELL;TO MAINTAIN 10'MIN. 5CALE�NITS I �N 'F / i I SEPARATION FROM SEWAGE 5'-/ --__------D DISPOSAL SYSTEM M ------- ------- NEWT HOJ5E 10 Z uDi I CONrL=CTON MIN. D _____________________ 1 c CLEAN OUT PROP. PROP. WELL 1 p(a�-,; I O'MIN DRYWELL pVEH PROPOSED WATER WELL 70 BE I Uf PROPOSED SEPTIC SYSTEM DETAIL �w kl w \ DRIVEWAY MINIMUM 150,FROM PROPOSED 1 DiUJ w NEW NOT TO SCALE < N IY I �DWELLIN6 v/6YARA6� z0 IGHBORI ND EX15TIH5 SE 5EPrIC SYSTEM PTIC SYSTEMS. (51 9EDROOM LL�y CONTRACTOR TO VERIFY t J D'NELLIN6 3} ,��°' NEW WD. (5 BEDROOMS) _ •\ MA _VJT NEIGHBORING SEPTIC ' < z 4•Hg15E LOVER TO HEAVY DUTY O YI a DECKYSTEMS PRIOR TO WELL MAIN DRAIN GRADE IF T IS LOCKING CAST IRON >WW I PROP.F.F.F EL.=�4` v\ I J NSTALLATION CONTACT w .1 PF EL•994' USED ON INLET COVER TO GRADE 0 S I PROP 6AR�5E EL.=3i o' t\- •to\H IARGHITEGT IF PROPOSED WELL 1[V a LOCATION DOES NOT CONFORM. I Q ¢ ,. AV5.GRADE EL a 313' 5%MAXIMUM SLOPE I \ \�` FpOV' J1 N a IiMUL o� I'MIN v5 I i w3 / d O SDR 35 V. °- ` MIN 4'VIA, M1ry o + O¢EOJIV. 1 SDR 35 WC �� _ O MIN.4'DIA. OR E IT V LINE c MIN PITCH --------FLON LINE CROSSOVER PROP.PROPANE MIN PITCH}",I' o Y SDR 35 PVC ' /' STORA5E TANK ' / BASENrtEiTTT Q 6ALLON w 9 n MAKE DROP T F OR EOJIV. PROYP"�LL PROP. ACCESSIBLE F1500 OR G pRYWELL _ SEPTIC - MAINTENANCE O 1 O TANK Q> LEACHINS POOL mU CD ryl r ION 19 i� PROPERTY L AVE SEPTIC TANK(1) N' Fl 3]B9' •\ ,\ EL.=2B01' 'z I. MNIMJM SEPTL CAPACITY FORA 5 BEOR�M It J�15150p GALLONSW 40 SF LIQUID AREA. ------------------------------ --- -- 5 / 5 44.4H'20°E INE -- \----------\------- 3591PT620'TO (1)H'm SEPTIC TAKK v/5'EFFECTIVE DB'M PROVIDES 15W GAL CAPACITY t 44 5P.LIOUID AREA SOUNDVIEW 2 fgNLRETE SHALL NAVE A MINIMUM Cq-iPRE..51VE STRENGTH OP 9p00 P51 AT 3B DAYS /I/ `\ I 3 TANG SHAL'HAVE MIN.W.L'L THICKNESS O=3'.TOa TMILK^lU5 OP 6'.AD BOTTOM THILKSE55 OF 4'. 4. A�WALLS,BOTTOM,A 7 TOP SHALL C-TAN RSINPORGIKS TO RESIST OP 5 BOJ 3'. L ' . A!L JOmTs YitiL 9E 5=_Pt_=D 5p niAr nF_-15 VLATERTI_ / I 6. TIE SEPTIC TAG SHALL BE INSTALLED AT LL=VEL IN ALL OIFC-CT-P.Ill A HA TOL=RAYLE OP tl/4'1 - r5`p- COUNTY OWNED ROAD OV A MINIMUM 5-n BED OF CpMPACTED SAND OR PEA CRAVEL. / R» ti (FORMER 50 r RIGHT OF WAY) A 10'MIN DISTAHLE BETWEEN SEPTIC TANK AHD HOUSE SHALL BE MAINTAINED REPL IL ACE EXIST.SO J// (( r W/S'GLEAN SAND DOLLAR SURROUNDING / I `\ f LEACHING POOLS f21 LP EXIST.SAND ^ -�' 9V. 07T405LP WH y0� s GRAVEL(SP/5W7 I. L HING EAC SYSTEM FOR A SH!BEDROOM 1il SMALL PROVIDE-FT=SIDE-WALL AREA LAYER NOT PRESENT io - (Z B'm.B'(EFFECTIVE DEPTH)LEACHING POOLS PROVIDE 400 FT=SIDE-WALL AREA ' --_______________ _-__ ____ �--- - (OR EOUAW. -- _____-_______- PROPERTY LINE -}- _ (U H'o.B'(EFFECTIVE DEPnU LEALNIN6 P�1_PROPOr_FD FOR 90%EXPASION I I - 2, LE FOOLS TO BE COn5MCTED OF PRECAST REINFORCED L IiZTE 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR""JU I Water lines must be inspected by the PROJECT: A IL•MITI DISTAce BETwEert LBKn1n6 FOOL5 AND HATER LINE BE-BE MAINT - EXCAVATION INSPECTION REQUIRED Suffolk County Dept.of Health Services. FOR SANITARY SYSTEM MUDD 5. A B'MIN DiSTACE BETWEEN ALL LEACHING FOOL5/v SEPTIC TAroC 5H.4LL BE­NEV I DNLRLIN6 W/ I Call(631)852-5754.48 hours in� SEPTIC SYSTEM �ATE BY HEALTH DEPARTMENT i EXIST. "E L"ATE advance,to schedule inspection(s). WELL 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL SITE PLAN 5CALE.I'-0"=20'-0° 900 PRIVATE ROAD#26 SOUTHOLD,NY 11971 B rVato se:vy�°Seal two PIII:mk wIh Hato a 24 IpTh.oSetey avoiUtelyc lw:aen<p!o Nlryarlol ptdl eeroo»pL^reufcm:eo°p la>:Ic>or oxr , , r M1 Rc°III pre tm< °r 6.AIl,or N eeq'p.eyn: ucb 9 L=' r�°�::nwa:l,:g Mrn aP x>mpb:1m mp oP asT2w po Is Im Le: mlv Po 514p,B.O p�ree ew o P .1, bl l0 pmtlThe 1.appoe°IF e le le"W DernroadmberbtlaLix bcpn mm I--nT< DRAWING TITLE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES vpe-.Wer eling 1> mtltl A: NI— w11,oP -1 ?p alrn1epeme pwrw SITE PLAN PERMIT FOR APPROVAL OF CONSTRUCTION FORASIP, 4,A dbVWtiw bodmaMolerntlbNWtb IeaNmg lwcWe Nall be 2.Wlee>oNavix epecrll°°.LM le M1Ma etrvc4ra/>yetem that Iollovs q.Sptle tank mwulacturen>M1all provme a label el non-co:To>Ive T.w,erorpr praeNwl,ewweee 1 W,Pl e"an Hoe ba Iptaea°..1rr," regrlrea war R1l>y>wme.Im mara rHem(5)m-,.ewewre>�n1me>w PROPOSED SEPTIC SYSTEM a.apn<twk eM1a1I be ae>igaa" °ar..ar axe.�u xcuan 5-lot P. ea�ea mat 1owelrn at eacn a..eeel opal.g to warm rhae gawanatu For a>mnmtiw>mot me placetl H1uW gama.uter,rrb mterwnre m>1gn 1s oppro.etl bN we Depwtm NOTES 9-I O aP thi>>toMrntl 'onVance" nk ma)be fatal'. bottom arW eltle p-li up to IB m.obese nigh>t SINGLE FAMILY RESIDENCE ONLY B A4 a mW1m m m1I xpL a t>Hall�v 2p-tl taraetl a44e.. 4 CAST CONCRETE SEP C TANK LONSTFCCnON 11d I VENTS rocrnbeNe.pac etl go tiva cr elevation,aP Ne xptic o k 1Iw11 be 9.the op oP M eeptic�k Noll rot be iota etl gea er Nw O 9 Peet monollnkally con>Wctetl.In cars Wrae W>b rot practicable.tl,e ale»bran ae foot bolo.PMI gmee Waxgl vlgln 13'oP goec rn to gatle�ocaLca ova W N1c[oW cep Ic tank Nall be Hofer-groat°o vp to 18 tncYre!oWve Te NI-t tie[.re>pxtively Covaa Nall be erMa 20-mcM1 tlimneter:.a:ereight I.RelWorcetl conaeto>npll Hove a mnnsm canpreeelve>rrcn il,of a tletl/ekpec:etl gauntivmter elwatlw w0 Ieok tbltao la err>.re 6 AL a mrnbvn.011>rmrplFrg moW,oles Nall bve 20-acH coverctl wtl lnscctprool lock"g cos:Vw coven a Mermoplastic cover!at 9Aa0 Pwwa per aquwe kM1(pYl et 2Bsbya I- trj,t P O,w mpaatw, occesl open"gs to gatle loca'atl wer Ne"let ontl wtlet.Coval PAGE: final gatle.All coven wtl UHmcyl/risers Nall be°°sigetl M Nall bo al P 20-Inc",-p,er Walatlgnt aro1 Ineclpr All locking accrntlance vlq section 5-III oP brls etantlrntl. 2.WII glcwwla Nall be°mNimim oP tlrce,znce talc>a t,,tlaalgn B.In,pr.Wren cmw 11 It we Mltalletl W go:ntivoter,Ne colt Irw coven a Lncrmoplastb cwero aL Inat gaee All covers nea been certlliotl by°new York Llwnaetl Proleselorol Engxcr ae ae 0'prmle>alwnl Nall eubmlt b,aywcy calwlatlwe to prove tM Nall bo eeslgnctl M occartlwce v1tM1>ec[Im 9-III of brie etanerntl C P_10 0 4.W+a°aeptle twk I!approvetl!°be Hstanetl In°blvevay or compsybq vIN all cyproprl°Le requverwnta Urn N1n wall consWctlw All .eight oP pre twk(viN a vlVwt mNorWg rn tM1a atltllUon oP ballaetl J DATE 9�1 si2o2] H-S. O. R-21-1679 pwk"g , be >rg°°atl rn Wei° .1 l aro b,bmE a ep "°"`any""""`g o`°""w`F"`d be at least 15 t ro>mac M1c velg"t P Ne vo er elspla e°. Wen sampling mw"ol°l re app ovetl to b° s alle°In NYDO a H-20 Tootling°>tlallgnaeetl aJ AASHTO. Irnee oP 9O0 pwnas per agvrne loot fpsU. The baoyrnrey ealwlotiws Noll bo oone uamg M1igreat tlrl rn p rnea,Ne mwHab N:pll be tlesigea to be 5.9c twks NOII ba vata P soF•ra rnb ekpectetl/recortlea go rrtivawr eievotiw.in the tmk empty 5a,1 'a",",fic rnW barn..g!o eL tlw requremwte of A45HT0 H-20 or - - p:K :1gM wa conWCUtl o 9.Pre-ca>t concrete xctbns Noll be xaletl v1N me(Il Hrn W:yl cw an top ai pb twK(s)Na not DD eonsberetl Wan tlemr" HS-20loatlmg. APPROVED tl mIe ma cross wa me at waett o e ael,.e to ellen a „„ar,a t xalwt W 1w aanlb m>m ASTM L 9qD Ne�a I wahrn�g er OaIIa>t.e� ragaWe°. abcoy. B.The wLlet ulverc el.a Nml be m minmm I 0.1 Poo: DATE:OB/18/21 1 OF 1 4,Eeptic Lwk!Nall have(2)cwPa"+n !.9wblgle volt xapt4:wks =€ "' below me Mlct Mvcrt elavotlw at sarnplMg maholcl oM 6.All tanks must be vatcrbgM1t Two meth o1 aaur"twk!me Fall be tllvlae4 HLo Lvo camp lnents bbyy V vane v II.The IWst tl1sVA°itlon bw:es. FOR MAXIMUM OF 5 BEDROOMS vm enignt Nan elver vocum:citing a eta p e e to>:Ing Om ar ment>nall nave a Ilqultl volume oft50-15%of a req, d II.LWd ecptic urn°g to mo Poc u cr>recom eroabona metbtlf a!tallow>. vo a w0 total syewm caoaelty. caning 1N CL ex ataMaa All oopllcable rocommenaabenl 9.5vmplblg mnMole!Nall Fave w"else tllometer of 2 Peet or soae-0 v1�a ne mw°a wra Na11 ae 1meleman:etl. w In,1aaw ° a by 2 a EXPIRESTHREE YEARS FROM DATE OFAPPROVAL ealca [elvall tlern (N a 10.Alllio1pea •a°, e Noll°e neltl°a.:a mn,.el. Oe°°•mo ^.rgns aetl v1a.blee eH nn.n°u•rr W m aretbon a°•/o^.e garn:c•nW w m mH�mm ..a--^-r9+:. gan a>.aca a nc o ee.1n sa.mc>s ee I o�xaa e°clamofsU. 3-vw nrD c=1y 1evelea aro co+°a-sa lan7 Oree•ro-n octal or oea g avcl. Generated by REScheck-Web Software Compliance Certificate Project Mudd Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 315 deg. from North Conditioned Floor Area: 3,665 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 900 PRIVATE ROAD #26 Anthony Portillo Anthony Portillo SOUTHOLD, NY 11971 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 631-603-9092 631-603-9092 aportillo@amparchitect.com aportillo@amparchitect.com Compliance: Passes using UA trade-off Compliance: 12.1%Better Than Code Maximum UA: 627 Your UA: 551 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cant. Perimeter Ceiling: Flat Ceiling or Scissor Truss 3,115 49.0 0.0 0.026 0.026 81 81 East Wall:Wood Frame, 16" D.C. 827 25.0 0.0 0.053 0.060 36 41 Orientation: Unspecified East Door: Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Orientation: Unspecified East Windows:Vinyl Frame SHGC: 0.40 124 0.300 0.320 37 40 Orientation: Unspecified North Wall: Wood Frame, 16" D.C. 762 25.0 0.0 0.053 0.060 32 36 Orientation: Unspecified North Door:Solid Door(under 50%glazing) 35 0.300 0.320 11 11 Orientation: Unspecified North Window:Vinyl Frame SHGC: 0.40 122 0.300 0.320 37 39 Orientation: Unspecified West Wall:Wood Frame, 16" o.c. 917 25.0 0.0 0.053 0.060 36 40 Orientation: Unspecified Project Title: Mudd Residence Report date: 08/25/22 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Prop. Req. Perimeter West Door: Solid Door(under 50%glazing) 147 0.300 0.320 44 47 Orientation: Unspecified West Window:Vinyl Frame SHGC: 0.40 99 0.300 0.320 30 32 Orientation: Unspecified South Wall:Wood Frame, 16" o.c. Orientation: Unspecified 780 25.0 0.0 0.053 0.060 29 33 South Door: Glass Door(over 50%glazing) SHGC: 0.40 91 0.300 0.320 27 29 Orientation: Unspecified South Window:Vinyl Frame SHGC: 0.40 141 0.300 0.320 42 45 Orientation: Unspecified Floor:All-Wood joist/Truss 3,115 30.0 0.0 0.033 0.047 103 146 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in XNGN ersion : REScheck-Web and to comply with the mandatory requi en listed in the REScheck Inspectio Ch cklist. fi11� Z 1112(7a Name-Title Signature Date TF 0 Project Title: Mudd Residence Report date: 08/25/22 Data filename: Page 2 of 2 �J( 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.40 Door 0.30 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 900 Private Rd#26 HVAC Load Calculations for Jennifer Mudd 900 Private Rd#26 Southold NY 11971 OwhASEL FM IN me FJ16- E pftq RHVACR$sIDgAi`fgAL . HVAC LoAos Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Monday,August 22,2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building"Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page 2 Load Preview Report Has Net Rec ftz Sen Lat Net Sen Sys Sys: Sys ClgScope AED Ton Ton lion Area Gain Gain Gain Loss Hlg FM Act CFM CFM CFM Building 1- 2.89i 3.551 928� 3,2971 31,980 2,7061 34,686 43261--53377{1 1,4241 1,424 System 1 1st -1-� 2.891 3.551 928 3,297 31,980 2,7061 34,686 43261 5371 1,4241 1,424 Ventlalon - - �-r 724 665 1,3891 2,041 301 30 30 Supply Duct Latent 503_ 503_ Return Duct 0 2 2 3 Zone 1-CIg.:20°/q Htg.:15% 1 1 500 7,000 141 I 7,141 6,021 78�319 319 1-Bedroom/Bathroom#1 5001 7,000 141 7,141 6,021 78 319 l 319 Zone 2-Clg.:65°/%Htg.:64% 2299 23,077 891 23,968 26281 342 1,052 1,052 2-Hall/Mudroom/Bathroom#2/Laundry 623 3,690 277 3,967 6,913 90 168 168 3-Office/Foyer/Hall 253 1,569 78 1,647_ 1,958 25 72 72 4-Bedroom#2/Hall 224 2,574 142 2,7161 2,788 361 117 117 5-Bedroom#3/Bathroom#3/Hall 392 4,446 216 4,662 5,380 70 203 203 6-Living Room 384 4,4251 75 4,500 4241 551 202 202 7-Dining Room/IGtchen 422 6,373 103 6,476 5,000 65 290 290 Zone 3-Clg.:15%g Htg.:22% 4991 5,472 503 5,975 8,915 116_249 249 8-Great Room(2nd Floor) 499 5,472 503 5,975 8,915 116 249 249 Sum of room airflow maybe greaterthan system airflowbecause I system has multiple zones. -- C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday,August 22, 2022, 3:04 PM i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore NY 11706 Page 3 System 1 - 1st - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000 30,000 L m 10.4% Diff.from Avg. 20,000 0 am 10,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Average Glass ;' 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 10.4%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page 4 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 91.5 1,818 0 3,120 3,120 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 25.4 504 0 981 981 D: Glazing-.28/.32, U-value 0.32, SHGC 0.4 29.6 588 0 942 942 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18.2 362 0 642 642 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 14.2 283 0 454 454 02: Glazing- 9.3 185 0 360 360 01: Glazing- 17.5 347 0 558 558 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 44.7 888 0 1,722 1,722 H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 30.5 606 0 1,176 1,176 07: Glazing- 84 1,667 0 3,241 3,241 05: Glazing- 56 1,111 0 2,160 2,160 Q: Glazing-.28/.32, U-value 0.32, SHGC 0.4 41.5 824 0 1,602 1,602 L: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18.2 362 0 704 704 K: Glazing-.28/.32, U-value 0.32, SHGC 0.4 27.3 543 0 870 870 02: Door-R5 Door, U-value 0.2 10.5 130 0 69 69 25: Door-R5 Door, U-value 0.2 18.7 231 0 123 123 01: Door- 17.5 217 0 116 116 R25:Wall-Frame, Custom, R25 stud wall, U-value 0.04 2386.3 5,916 0 1,679 1,679 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2833.5 9,662 0 7,324 7,324 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 2798.5 2,346 0 832 832 grade 3, U-value 0.052 Subtotals for structure: 28,590 0 28,675 28,675 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,270 505 911 1,416 Infiltration:Winter CFM: 138, Summer CFM: 69 9,360 1,535 1,670 3,205 Ventilation:Winter CFM: 30, Summer CFM: 30 2,041 665 724 1,389 Total Building Load Totals: 43,261 2,706 31,980 34,686 Check Figures Total Building Supply CFM: 1,424 CFM Per Square ft.: 0.432 Square ft. of Room Area: 3,297 Square ft. Per Ton: 928 Volume (ft3): 30,176 Building Loads Total Heating Required Including Ventilation Air: 43,261 Btuh 43.261 MBH Total Sensible Gain: 31,980 Btuh 92 % Total Latent Gain: 2,706 Btuh 8 % Total Cooling Required Including Ventilation Air: 34,686 Btuh 2.89 Tons (Based On Sensible+Latent) 3.55 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 -Page 5 Building Bar Gra h 15,000 10,000 Building Loss 43,261 Btuh 5,000 0 Floor 5% Wall 14% Door 1% Infiltration 22% Roof 22% Glass 23% Ductwork 8% Ventilation 5% 20,000 15,000 Building 10,000 Gain 34,686 Btuh 5,000 0 Floor 2% Wall 5% Door 1% Infiltration 9% Roof 21% Glass 53% Ductwork 4% Ventilation 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page,6 System 1 1st Summary Loads Component Area, Sen Lat Sen Total. Description Quan Loss Gain Gain Gain A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 91.5 1,818 0 3,120 3,120 E: Glazing-.28/.32, U-value 0.32, SHGC 0.4 25.4 504 0 981 981 D:Glazing-.28/.32, U-value 0.32, SHGC 0.4 29.6 588 0 942 942 C: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18.2 362 0 642 642 B:Glazing-.28/.32, U-value 0.32, SHGC 0.4 14.2 283 0 454 454 02: Glazing- 9.3 185 0 360 360 01:Glazing- 17.5 347 0 558 558 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 44.7 888 0 1,722 1,722 H: Glazing-.28/.32, U-value 0.32, SHGC 0.4 30.5 606 0 1,176 1,176 07: Glazing- 84 1,667 0 3,241 3,241 05: Glazing- 56 1,111 0 2,160 2,160 Q: Glazing-28/.32, U-value 0.32, SHGC 0.4 41.5 824 0 1,602 1,602 L: Glazing-28/.32, U-value 0.32, SHGC 0.4 18.2 362 0 704 704 K:Glazing-28/.32, U-value 0.32, SHGC 0.4 27.3 543 0 870 870 02: Door-R5 Door, U-value 0.2 10.5 130 0 69 69 25: Door-R5 Door, U-value 0.2 18.7 231 0 123 123 01: Door- 17.5 217 0 116 116 R25:Wall-Frame, Custom, R25 stud wall, U-value 0.04 2386.3 5,916 0 1,679 1,679 R49: Roof/Ceiling-Under Attic with Insulation on Attic 2833.5 9,662 0 7,324 7,324 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 2798.5 2,346 0 832 832 grade 3, U-value 0.052 Subtotals for structure: 28,590 0 28,675 28,675 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 3,270 505 911 1,416 Infiltration:Winter CFM: 138, Summer CFM: 69 9,360 1,535 1,670 3,205 Ventilation:Winter CFM: 30, Summer CFM: 30 2,041 665 724 1,389 System 1 1 st Load Totals: 43,261 2,706 31,980 34,686 Check Figures Supply CFM: 1,424 CFM Per Square ft.: 0.432 Square ft. of Room Area: 3,297 Square ft. Per Ton: 928 Volume (ft3): 30,176 System Loads. Total Heating Required Including Ventilation Air: 43,261 Btuh 43.261 MBH Total Sensible Gain: 31,980 Btuh 92 % Total Latent Gain: 2,706 Btuh 8 % Total Cooling Required Including Ventilation Air: 34,686 Btuh 2.89 Tons (Based On Sensible+ Latent) 3.55 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rusty\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page 7 System 1 1st Bar Graph 15,000 10,000 System 1 1st Loss 43,261 5,000 Btu h 0 Floor 5% Wall 14% Door 1% Infiltration 22% Roof 22% Glass 23% Ductwork 8% Ventilation 5% 20,000 15,000 System 1 1st 10,000 Gain 34,686 Btuh 5,000 0 Floor 2% Wall 5% Door 1% Infiltration 9% Roof 21% Glass 53% Ductwork 4% Ventilation 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022,$:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore NY 1.1706 Page 8 Equipment Data - S stem 1 - 1st Cooling System Type: Standard Air Conditioner Outdoor Model: RA1448AJlNA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 48,000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 14 SEER Heating System Type: Gas boiler/Hydro-air Model: RCBH199DVLN Tradename: RHEEM Manufacturer: RHEEM Description: Natural Gas boiler/Hydro-air Capacity: 199,000 Efficiency: 95 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac•Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Aberdeen Building Consulting 900 Private Rd#26. Bay Shore NY 11706 Page 9 Manual S Performance Data - S stem 1 - 1st Loads and Design Conditions , Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 31.980 Outdoor Wet Bulb: 71 Latent Gain: 2.706 Indoor Dry Bulb: 68 Total Gain: 34.686 Indoor RH: 50 Load SHR: 0.92 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 43.261 Indoor Dry Bulb: 72 Entering Dry Bulb: 68.5 Indoor RH: 30 Supply Airflow: 537 Equipment Performance Data at System Design Conditions. . Cooling: Model Type: Standard Air Conditioner, Model: RA1448AJ1 NA Nominal Capacity:48.000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36.000 31.980 113% Latent Capacity: 12.000 2.706 444% Total Capacity: 48.000 34.686 138% Heating: Model Type:Gas boiler/Hydro-air, Model: RCBH199DVLN , Nominal Capacity: 199.000, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 199.000 43.261 460% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM ' ^ C ha5oftwane\Rhvao8Pnojeots\9OOPrivateRdno28.rhS Monday August 22. 2O22. 3:U4PN1 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 'Bay Shore NY 11706 Page 11 System 1, Zone 1 Summary Loads (Peak Load Procedure for Rooms) Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A:Glazing-.28/.32, U-value 0.32, SHGC 0.4 30.5 606 0 1,846 1,846 E:Glazing-.28/.32, U-value 0.32, SHGC 0.4 25.4 504 0 1,539 1,539 D:Glazing-.28/.32, U-value 0.32, SHGC 0.4 29.6 588 0 966 966 C:Glazing-.28/.32, U-value 0.32, SHGC 0.4 9.1 181 0 297 297 B: Glazing-.28/.32, U-value 0.32, SHGC 0.4 14.2 283 0 465 465 R25:Wall-Frame, Custom, R25 stud wall, U-value 0.04 161.1 399 0 114 114 R49: Roof/Ceiling-Under Attic with Insulation on Attic 500 1,705 0 1,292 1,292 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49,grade 111, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 500 419 0 149 149 grade 3, U-value 0.052 Subtotals for structure: 4,685 0 6,668 6,668 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 477 0 179 179 Infiltration:Winter CFM: 13, Summer CFM: 6 859 141 153 294 System 1,Zone 1 Load Totals: 6,021 141 7,000 7,141 Check Figures Supply CFM: 319 CFM Per Square ft.: 0.638 Square ft. of Room Area: 500 Square ft. Per Ton: 786 Volume (ft3): 4,500 Zone Loads Total Heating Required: 6,021 Btuh 6.021 MBH Total Sensible Gain: 7,000 Btuh 98 % Total Latent Gain: 141 Btuh 2 % Total Cooling Required: 7,141 Btuh 0.60 Tons (Based On Sensible+ Latent) 0.64 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting, ' 900 Private'Rd#26 Bay Shore,NY 11706 Page 12 System 1, Zone 2 Summary Loads (Peak Load Procedure for Rooms) Component Area Sen Laf Sen Total Description Quan Loss Gain Gain Gain A: Glazing-.28/.32, U-value 0.32, SHGC 0.4 61 1,212 0 2,005 2,005 02: Glazing- 9.3 185 0 620 620 01: Glazing- 17.5 347 0 632 632 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 29.8 592 0 1,980 1,980 C:Glazing-.28/.32, U-value 0.32, SHGC 0.4 9.1 181 0 605 605 H:Glazing-.28/.32, U-value 0.32, SHGC 0.4 30.5 606 0 1,118 1,118 07: Glazing- 84 1,667 0 3,081 3,081 05:Glazing- 56 1,111 0 2,054 2,054 Q: Glazing-.28/.32, U-value 0.32, SHGC 0.4 41.5 824 0 2,758 2,758 02: Door-R5 Door, U-value 0.2 10.5 130 0 69 69 25: Door-135 Door, U-value 0.2 18.7 231 0 123 123 01: Door- 17.5 217 0 116 116 R25:Wall-Frame, Custom, R25 stud wall, U-value 0.04 1322.3 3,278 0 930 930 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1834.5 6,255 0 4,742 4,742 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49,grade III, U-value 0.055 R30: Floor-Over enclosed crawl space, Custom, R30 2298.5 1,927 0 683 683 grade 3, U-value 0.052 Subtotals for structure: 18,763 0 21,516 21,516 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 2,083 0 591 591 Infiltration: Winter CFM: 80, Summer CFM:40 5,435 891 970 1,861 System 1, Zone 2 Load Totals: 26,281 891 23,077 23,968 Check Figures, Supply CFM: 1,052 CFM Per Square ft.: 0.457 Square ft: of Room Area: 2,299 Square ft. Per Ton: 1,019 Volume (ft3): 20,686 Zone Loads Total Heating Required: 26,281 Btuh 26.281 MBH Total Sensible Gain: 23,077 Btuh 96 % Total Latent Gain: 891 Btuh 4 % Total Cooling Required: 23,968 Btuh 2.00 Tons (Based On Sensible+ Latent) 2.25 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page 13 S stem 1, Zone 3 Summary Loads (Peak Load Procedure for Rooms Component Area Sen Lat Sen Total Description , Quan Loss Gain Gairi Gain L: Glazing-.28/.32, U-value 0.32, SHGC 0.4 18.2 362 0 1,204 1,204 J: Glazing-.28/.32, U-value 0.32, SHGC 0.4 14.9 296 0 474 474 K: Glazing-.28/.32, U-value 0.32, SHGC 0.4 27.3 543 0 1,182 1,182 R25:Wall-Frame, Custom, R25 stud wall, U-value 0.04 902.9 2,239 0 635 635 R49: Roof/Ceiling-Under Attic with Insulation on Attic 499 1,702 0 1,290 1,290 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 Subtotals for structure: 5,142 0 4,785 4,785 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 707 0 140 140 Infiltration:Winter CFM:45, Summer CFM:23 3,066 503 547 1,050 System 1, Zone 3 Load Totals: 8,915 503 5,472 5,975 Check Figures Supply CFM: 249 CFM Per Square ft.: 0.500 Square ft. of Room Area: 499 Square ft. Per Ton: 776 Volume (ft3): 4,990 Zone Loads Total Heating Required: 8,915 Btuh 8.915 MBH Total Sensible Gain: 5,472 Btuh 92 % Total Latent Gain: 503 Btuh 8 % Total Cooling Required: 5,975 Btuh 0.50 Tons (Based On Sensible+ Latent) 0.64 Tons (Based On 75%Sensible Capacity) Notes _ Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page 14 System 1, Zone 1 Bar Graph 2,500 2,000 System 1,500 1 , Zone 1 Loss 1,000 6,021 Btu h 500 0 Floor 7% Wall 7% Ductwork 8% Roof 28% Glass 36% Infiltration 14% 6,000 5,000 4,000 System 1 , Zone 3,000 1 Gain 73141 2,000 Btuh 1,000 0 Floor 2% Wall 2% Ductwork 3% Roof 18% Glass 72% Infiltration 4% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM a Rhvac-Residential&.Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Ba Shore,'NY 11706 Page 15 System 1, Zone 2 Bar Graph 8,000 6,000 System 1 , Zone 4,000 2 Loss 26,281 Btuh 2,000 0 Floor 7% Wall 12% Door 2% Infiltration 21% Roof 24% Glass 26% Ductwork 8% 15,000 10,000 System 1 , Zone 2 Gain 23,968 5,000 Btu h 0 AN Floor 3% Wall 4% Door 1% Infiltration 8% Roof 20% Glass 62% Ductwork 2% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore NY 11706 Page 16 System 1, Zone 3 Bar Graph 4,000 3,000 System 1 , Zone 2,000 3 Loss 8,915 Btuh 1,000 0 Roof 19% Glass 13% Infiltration 34% Wall 25% Ductwork 8% 3,000 2,500 2,000 System 1 , Zone 1,500 3 Gain 5,975 1,000 Btu h 500 0 Roof 22% Glass 48% Infiltration 18% Wall 11% Ductwork 2% C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore NY 11706 ® Page 17 Detailed Room Loads - Room i - Bedroom/Bathroom #1 (Peak Fenestration Gain Procedure General Room is in zone 1,which peaks at 10 am Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 1 Room Width: 33.3 ft. Zone Number: 1 Area: 500.0 sq.ft. Supply Air: 319 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 4,500 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 3 Actual Winter Vent.: 4 CFM Runout Air: 106 CFM Percent of Supply.: 1 % Runout Duct Size: 6 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 542 ft./min. Percent of Supply: 2 % Runout Air Velocity: 542 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.190 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description - Quantity Value HTM Loss HTM Gain - Gain SE-Wall-1325 15 X 9 79.1 0.040 2.5 196 0.7 0 56 NE-Wall-1125 15 X 9 82 0.040 2.5 203 0.7 0 58 SE-GIs-A shgc-0.4 0%S (2) 30.5 0.320 19.8 606 60.5 0 1,846 SE-GIs-E shgc-0.4 0%S 25.4 0.320 19.8 504 60.6 0 1,539 NE-GIs-D shgc-0.4 0%S (3) 29.6 0.320 19.8 588 32.6 0 966 NE-GIs-C shgc-0.4 0%S 9.1 0.320 19.8 181 32.6 0 297 NE-GIs-B shgc-0.4 0%S 14.2 0.320 19.8 283 32.6 0 465 UP-Ceil-1349 15 X 33.3 500 0.055 3.4 1,705 2.6 0 1,292 Floor-1130 33.3 X 15 500 0.052 0.8 419 0.3 0 149 Subtotals for Structure: 4,685 0 6,668 Infil.:Win.: 12.6, Sum.: 6.4 270 3.181 859 0.567 141 153 Ductwork: 477 179 Room Totals: 6,021 141 7,000 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore NY 11706 Pa a 18 Detailed Room Loads - Room 2 - Hall/Mudroom/Bathroom #2/Laundry (Peak Fenestration Gain Procedure General Room is in zone 2,which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 25.0 ft. System Number: 1 Room Width: 24.9 ft. Zone Number: 2 Area: 622.9 sq.ft. Supply Air: 168 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 5,606 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 5 CFM Runout Air: 84 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 616 ft./min. Percent of Supply: 2 % Runout Air Velocity: 616 ft./min. Actual Winter Infil.: 25 CFM Actual Loss: 0.316 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R25 9 X 9 61.2 0.040 2.5 152 0.7 0 43 NW-Wall-R25 25 X 9 206.3 0.040 2.5 512 0.7 0 145 NE-Wall-1325 24.9 X 9 209 0.040 2.5 518 0.7 0 147 SW-Door-02 3 X 3.5 10.5 0.200 12.4 130 6.6 0 69 NW-Door-25 2.7 X 7 18.7 0.200 12.4 231 6.6 0 123 NE-GIs-A shgc-0.4 0%S 15.2 0.320 19.8 303 23.1 0 352 SW-GIs-02 shgc-0.4 0%S 9.3 0.320 19.8 185 66.4 0 620 UP-Ceil-R49 25 X 24.9 622.9 0.055 3.4 2,124 2.6 0 1,610 Floor-1130 24.9 X 25 622.9 0.052 0.8 522 0.3 0 185 Subtotals for Structure: 4,677 0 3,294 Infil.:Win.:24.8, Sum.: 12.5 530 3.183 1,688 0.568 277 301 Ductwork: 548 95 Room Totals: 6,913 277 3,690 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday,August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page 19 Detailed Room Loads - Room 3 - Office/Foyer/Hall (Peak Fenestration Gain Procedure) General Room is in zone 2,which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.7 ft. System Number: 1 Room Width: 15.2 ft. Zone Number: 2 Area: 252.8 sq.ft. Supply Air: 72 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.9 AC/hr Volume: 2,275 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 72 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 524 ft./min. Percent of Supply: 2 % Runout Air Velocity: 524 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.230 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-R25 16.7 X 9 99.8 0.040 2.5 247 0.7 0 70 NW-Door-01 5 X 3.5 17.5 0.200 12.4 217 6.6 0 116 NW-GIs-01 shgc-0.4 0%S 17.5 0.320 19.8 347 36.1 0 632 NW-GIs-A shgc-0.4 0%S 15.2 0.320 19.8 303 36.1 0 551 Floor-R30 15.2 X 16.7 252.8 0.052 0.8 212 0.3 0 75 Subtotals for Structure: 1,326 0 1,444 Infil.:Win.: 7.0, Sum.: 3.5 150 3.180 477 0.567 78 85 Ductwork: 155 40 Room Totals: 1,958 78 1,569 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.' Aberdeen.Building Consulting 900 Private Rd#26 Bav Shore,NY 11706 ®.. Pa a 20 Detailed Room Loads - Room 4 - Bedroom #2/Hall (Peak Fenestration Gain Procedure) General. Room is in zone 2,which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.8 ft. System Number: 1 Room Width: 17.6 ft. Zone Number: 2 Area: 224.2 sq.ft. Supply Air: 117 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 2,018 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 2 CFM Runout Air: 59 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 672 ft./min. Percent of Supply: 2 % Runout Air Velocity: 672 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.513 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R25 17.6 X 9 143.3 0.040 2.5 355 0.7 0 101 NW-Wall-R25 12.8 X 9 84.3 0.040 2.5 209 0.7 0 59 SW-GIs-J shgc-0.4 0%S (2) 14.9 0.320 19.8 296 66.4 0 990 NW-GIs-A shgc-0.4 0%S (2) 30.5 0.320 19.8 606 36.1 0 1,102 UP-Ceil-R49 13 X 1 13 0.055 3.4 44 2.6 0 34 Floor-R30 17.6 X 12.8 224.2 0.052 0.8 188 0.3 0 67 Subtotals for Structure: 1,698 0 2,353 Infil.: Win.: 12.8, Sum.:6.4 273 3.183 869 0.568 142 155 Ductwork: 221 66 Room Totals: 2,788 142 2,574 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 . . Page 21 Detailed Room Loads - Room 5 - Bedroom #3/Bathroom #3/Hall (Peak Fenestration Gain Procedure) General Room is in zone 2,which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.2 ft. System Number: 1 Room Width: 32.3 ft. Zone Number: 2 Area: 392.4 sq.ft. Supply Air: 203 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 3,532 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 101 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 516 ft./min. Percent of Supply: 2 % Runout Air Velocity: 516 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.172 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg ILat , Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R25 32.2 X 9 266.2 0.040 2.5 660 0.7 0 187 SE-Wall-1125 12.2 X 9 79 0.040 2.5 196 0.7 0 56 NW-Wall-R25 1.5 X 9 13.5 0.040 2.5 33 0.7 0 10 SW-GIs-J shgc-0.4 0%S (2) 14.9 0.320 19.8 296 66.4 0 990 SW-GIs-C shgc-0.4 0%S 9.1 0.320 19.8 181 66.4 0 605 SE-GIs-H shgc-0.4 0%S (2) 30.5 0.320 19.8 606 36.7 0 1,118 UP-Ceil-R49 12.2 X 32.2 392.4 0.055 3.4 1,338 2.6 0 1,014 Floor-1330 32.2 X 12.2 392.4 0.052 0.8 329 0.3 0 117 Subtotals for Structure: 3,639 0 4,097 Infil.:Win.: 19.3, Sum.:9.7 413 3.182 1,315 0.569 216 235 Ductwork: 426 114 Room Totals: 5,380 216 4,446 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads' Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore NY 11706 Page 22 Detailed Room Loads - Room 6 - Living Room Peak Fenestration Gain Procedure) General Room is in zone 2,which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 Room Width: 24.0 ft. Zone Number: 2 Area: 384.0 sq.ft. Supply Air: 202 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 3,456 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 101 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 513 ft./min. Percent of Supply: 2 % Runout Air Velocity: 513 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.171 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-R25 16 X 9 60 0.040 2.5 149 0.7 0 42 SE-GIs-07 shgc-0.4 0%S 84 0.320 19.8 1,667 36.7 0 3,081 UP-Ceil-R49 16 X 24 384 0.055 3.4 1,309 2.6 0 993 Floor-R30 24 X 16 384 0.052 0.8 322 0.3 0 114 Subtotals for Structure: 3,447 0 4,230 Infil.:Win.:6.7, Sum.: 3.4 144 3.181 458 0.569 75 82 Ductwork: 336 113 Room Totals: 4,241 75 4,425 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore NY 11706 Page 23 Detailed Room Loads - Room 7- Dining Room/Kitchen (Peak Fenestration Gain Procedure General Room is in zone 2,which peaks at 4 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.7 ft. System Number: 1 Room Width: 33.3 ft. Zone Number: 2 Area: 422.2 sq.ft. Supply Air: 290 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 3,800 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 4 CFM Runout Air: 97 CFM Percent of Supply.: 1 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 493 ft./min. Percent of Supply: 2 % Runout Air Velocity: 493 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.158 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-R25 12.7 X 9 58 0.040 2.5 144 0.7 0 41 SW-Wall-R25 9.2 X 9 41.7 0.040 2.5 103 0.7 0 29 SE-GIs-05 shgc-0.4 0%S 56 0.320 19.8 1,111 36.7 0 2,054 SW-GIs-Q shgc-0.4 0%S (2) 41.5 0.320 19.8 824 66.4 0 2,758 UP-Ceil-1349 12.7 X 33.3 422.2 0.055 3.4 1,440 2.6 0 1,091 Floor-R30 33.3 X 12.7 422.2 0.052 0.8 354 0.3 0 125 Subtotals for Structure: 3,976 0 6,098 Infil.:Win.: 9.2, Sum.:4.6 197 3.184 628 0.568 103 112 Ductwork: 396 163 Room Totals: 5,000 103 6,373 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page 24 Detailed Room Loads - Room 8 - Great Room (2nd Floor) (Peak Fenestration Gain Procedure General Room is in zone 3,which peaks at 5 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 33.1 ft. System Number: 1 Room Width: 15.1 ft. Zone Number: 3 Area: 499.0 sq.ft. Supply Air: 249 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.0 AC/hr Volume: 4,990 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 6 CFM Runout Air: 83 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 610 ft./min. Percent of Supply: 2 % Runout Air Velocity: 610 ft./min. Actual Winter Infil.: 45 CFM Actual Loss: 0.309 in.wg./100 ft. Actual Summer Infil.: 23 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R25 15.1 X 10 132.6 0.040 2.5 329 0.7 0 93 NE-Wall-R25 15.1 X 10 150.8 0.040 2.5 374 0.7 0 106 SE-Wall-R25 33.1 X 10 315.9 0.040 2.5 783 0.7 0 222 NW-Wall-R25 33.1 X 10 303.5 0.040 2.5 753 0.7 0 214 SW-GIs-L shgc-0.4 0%S (2) 18.2 0.320 19.8 362 66.1 0 1,204 SE-GIs-J shgc-0.4 0%S (2) 14.9 0.320 19.8 296 31.8 0 474 NW-GIs-K shgc-0.4 0%S (3) 27.3 0.320 19.8 543 43.2 0 1,182 UP-Ceil-R49 33.1 X 15.1 499 0.055 3.4 1,702 2.6 0 1,290 Subtotals for Structure: 5,142 0 4,785 Infil.:Win.:45.1, Sum.:22.7 963 3.183 3,066 0.568 503 547 Ductwork: 707 140 Room Totals: 8,915 503 5,472 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday,August 22, 2022, 3:04 PM a ' Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 ® Page 25 Room Cooling and Heating Loads Bar Graphs Bedroom/Bathroom#1 Hall/Mudroom/Bathroom#2/Laundry I Cooling Office/Foyer/Hall Bedroom#2/Hall Bedroom#3/Bathroom#3/Hall Living Room Dining Room/Kitchen I Heating Great Room(2nd Floor) 0 2,000 4,000 6,000 8,000 10,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore NY 11706 Pa a 26 Room Cooling Loads Bar Graphs Bedroom/Bathroom#1 Hall/Mudroom/Bathroom#2/Laundry I Sensible Office/Foyer/Hall Bedroom#2/Hall Bedroom#3/Bathroom#3/Hall Living Room Dining Room/Kitchen ® Latent Great Room(2nd Floor) 0 2,000 4,000 6,000 8,000 Btu h C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday,August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting. 900 Private Rd#26 Bay Shore,NY 11706 Page 27 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Bedroom/ 500 6,021 78 3-6 542 7,000 141 319 319 Bathroom#1 Zone 1 subtotal 500 6,021 78 7,000 141 319 319 ---Zone 2--- 2 Hall/Mudroom/ 623 6,913 90 2-5 616 3,690 277 168 168 Bathroom#2/ Laundry 3 Office/Foyer/ 253 1,958 25 1-5 524 1,569 78 72 72 Hall 4 Bedroom#2/Hall 224 2,788 36 2-4 672 2,574 142 117 117 5 Bedroom#3/ 392 5,380 70 2-6 516 4,446 216 203 203 Bathroom#3/Hall 6 Living Room 384 4,241 55 2-6 513 4,425 75 202 202 7 Dining Room/ 422 5,000 65 3-6 493 6,373 103 290 290 Kitchen Zone 2 subtotal 2,299 26,281 342 23,077 891 1,052 1,052 ---Zone 3--- 8 Great Room (2nd 499 8,915 116 3-5 610 5,472 503 249 249 Floor) Zone 3 subtotal 499 8,915 116 5,472 503 249 249 Ventilation 2,041 724 665 Duct Latent 503 Return Duct 3 0 2 System 1 total 3,297 43,261 537 31,980 2,706 1,424 1,424 System 1 Main Trunk Size: 12x20 in. Velocity: 854 ft./min Loss per 100 ft.: 0.098 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion" method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required. 2.89 92%/8% 31,980 2,706 34,686 Recommended: 3.55 75%/25% 31,980 10,660 42,640 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: None Standard Air Conditioner Model: RCBH199DVLN RA1448AJl NA Indoor Model: Brand: RHEEM Description: Natural Gas boiler/Hydro-air Efficiency: 95 14 SEER Sound: 0 0 Capacity: 199,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 900 Private Rd#26 Bay Shore,NY 11706 Page 28 FSyntem 1 Room Load Summary (cont'd Equipment Data' Adjusted Latent Capacity: n/a 12,000 Btuh C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\900 Private Rd no 26.rh9 Monday, August 22, 2022, 3:04 PM Ic4e- z. APPRO ED AS NOTED PLUMBER CERTIFICATION s g ON LEAD COIVTElVt BEFOR(- DATE: P.# CERTIFICATE OF OCCUPAN(.. FEE: i BY: SOLDER USED IN.WATER NOTIFY BUILDING D::°AR � AT SUPPLY SYSTEM CANNOT 765-1802 8 AM TO 4 PM FOR THE EXCEED 2/.10 OF 1%LEAD. FOLLOWING-INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMiNG & PLUMBING 3. INSULATION ( i; 4. FINAL - CONSTRUCTION MUST ALL PLUMBING WASTE,''..- BE COMPLETE FOP ' .0. &WATER LINES NEED ALL CONSTRUCTICN SHALL MEET THE T , iNG.$EFQRE.COVERIN a REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE-FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. �NSPfECTION REQUIRED COMPLY WITH ALL CODES OF 'RUSE PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF _- -__ cr IT +rip Tr+,�+�o�nT� DO NOT PRO.GEED-W1TH FRAMING UNTIL 8UaV�El('. -v ARD OF'FOUNDATION LOCATION HAS BEEN.APPROVED. N.Y. n r. Blower door and ductwork JCCUPANCY OR testing required. USE IS'UNLAWFU_L- WITHOUT CERTIF`ICA l" Must provide Manuals D, J and S as per OF OCCUPANCY NYS Energy Code ;,ETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Fire separation OF THE TOWN CODE. required as per NYS Code All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code BRA I.NAOE CALCULATIONS DRAINAGE SYSTEM CALCULATIONS NEN I MFERV I OUS SURFACES= 41400 SCL. Ft. 4/400 ScL. Ft. X 0. I-7o -748 `148/42.2 m I-7.1 VERTICAL FT. OF �5 ' D I A POOL REa I.RED i PROVIDE (4) 8' D I A. X 4'.. STORM DRY I N FOOLS 4 (1) e?' D I A. X 2 ' STORM DRAIN POOL DRYAELL/DRAINAGE STRUCTURE NOTE: A MINIMUM 10' 5EPARAT I ON 15 REaU I RED BETNEEN WATER SERVICE LINE/LATERALS/MAIN5/5EFT l C/LEAGH I NC /SEWER AND THE EDGE OF ALL STORMWATER DRA I NACE LEAGH I NC STRUCTURES LEADER -NOTE: .w , CONNECT ALL LEADERS COM I NC �.. FROM CUTTERS TO NEAREST 4 1 O : Pu L D tQ 00 u.l S=QQ 1 .QQ PROJECT LOCATION & SCOPE J cc Al SITE PLAN & ZONING DATA c'`) N =OO2 aQQ GENERAL NOTES -a O SITE PLAN HATCH KEY: C9 'T SGQFE . ENERGY TABLE a Z O STRUCTURAL DESIGN CHARTS CL — � ' PROPOSED BUILDING •CTS d' � 0 PROPOSED DECK/PORCH �mQQ j•QQ HOLDOWN, ANCHOR BOLT, o p -- PROPOSED 2ND STORY NEW 2 STORY S I NC LE EAM I L1' RESIDENCE WITH ATTACHED 2 GAR C ARAC E STRAPPING, & NAILING DETAILS 6j O Lo FASTENING SCHEDULE a O FRAMING GRAPHICS 51TE LAYOUT NOTES: WELL I BEAM CONNECTION PATTERNS I. THI5 15 AN ARCHITECT'S 51TE PLAN 4 15 I FIREBLOCKING DETAILS SUBJECT TO VERIFICATION BY A LICENSED O I i— SURVEYOR. THE INFORMATION ' g . _ REPRESENTED ON THI5 SITE PLAN 15 TO THE �s z? - 1 � P�r� �c— PROPOSED FOUNDATION PLAN ARCHITECT 5 BEST OF KNOWLEDGE. PV)d SD M 2.SURVEY INFORMATION WAS OBTAINED I G� n � " � � o� " -�— _— __ (COD) 3a ` _ �.�I p J -t5 ..� P Q -'�aj (';` fit` I tV FROM A SURVEY DATED APRIL 1-7, 2021 ��" �� P P P 2C7, P� g, �r " ` ��' - AND PREPARED BY: �„ y Parr Pq PROPOSED FIRST FLOOR PLAN ^t JOSHUA WICKS r P _ 4--J 1 1 1 H U cW Tip 3� G J Q _ 14 TRAINOR AVENUE � '� CENTER MORIGHES, N.Y. IIg34 TEST ,M: P ` ` — _ - �� P� ,� ;�� Q s .z7719,71I —I ®�.®® PROPOSED SECOND FLOOR PLAN T: (631) 405-8 IOS T f TOLE r a P 3 ?�� " - --�- PROP. APPROVED SEPTIC O p a Q Q V 1 DESIGN; SEE APPROVED 4�, ; � �� P�M rzey � �P '� � P � PLAN SET BY AMP �' �' ry 08 A 21 � v c ARCHITECTURE , I —) Q aQQ PLAN NOTES &SCHEDULES "ULY 28,2021 I I /r •_ TEST HOLE DATA 1 �i� ---------------------------------- PROP05ED BURIED ELECTRIC I \l I „ MGDONALD 6EOSERVIGES --------- I —�®I ®® PROPOSED EXTERIOR ELEVATIONS Poe E D PROP. / --------------- sovMOLD,W 11-ri DRYWELL; (2) -- -----------------� W 631."(65 36'R I STACKED 1 v! /---------------------------- I OL DARK BROWN LOAM I _ ————_—_____ O _ PROPOSED WATER LINE I A-2O2 .QQ PROPOSED EXTERIOR ELEVATIONS _ ------------- �� .y1� N o I _ PROP. PROP. > DRYWELL - - _ -j® 1 ,Q® BUILDING SECTIONS O 10' MI 1 v I _ STORY K 0. -ND. tu GRAVEL - 1 GL sAN- cHNiAY I <I 'NEW I STORY WD. FRAME 3 ul DRIVEWAY N FRAME DWELLING I -�Q2 ,®® BUILDING SECTIONS Iu I \ / DWELLING Z I v 1 Q !n ANEW WD. Lu I U)I 1�.8� �s_-O I .®O DESIGN DETAILS w I O dJ NEW 2 GAR/ �I / GARAGE ry j jj I50 / I 1 > A-402 •QQ DESIGN DETAILS 28b - --- - - - - - - - - - - - - - I 1 50' FRONT 5ETBACK � L� 0 PROP. PROPANE 5- 1 p 1 .QQ PROPOSED STRUCTURAL PLANS STORAGE TANK BROW 1 E G A 1 sM SILTY SAND PROP. PROP. ��L �'o PROPOSED STRUCTURAL PLANS 1 DRYWELL DRYWELL I - I®2 . I I 1 I 5- 1 Q5.00 PROPOSED STRUCTURAL PLANS z z �A' 1 WATER IN BROWN SILTY SAND 1 —� 56 I ®�.®® PROPOSED STRUCTURAL PLANS 2 L) WATER IN PALE - I O I .®® DWV/ WATER SUPPLY RISER BROWN PINE To r>EDIUM sANv GAS RISER ed �.o' a cOMMEM:WATER ENCOUNTERED 27' 0 EEL°W�A`E GOUNT`I' OWNED ROAD (FORMER 50' RICHT OF NA-Ir) J(l(�� PROJECT: 0 r�r� W) b� p ���0�'L� MUDD ►s � D RESIDENCE SEP 2 1 900 PRIVATE ROAD #26 FROFOSED SITE PLAN �Q 2 m7mT-� ;- , "r. �c+aWZ-1 x ,; ,�� ` '� SOUTHOLD, N.Y. 11971 SGALE: I -O = 20-O _ _ DRAWING TITLE: FROJE�T DATA � "r � V � - �;, _....._. .. , . . ,__ .�.._ . .,_. ..._, .. -.._. ...�„ _,..._��,.� ._.�.w._� ,.�__rm.,�.�..,�.�.�_,.�.,.�.n�,,.,...�., PROJECT LOCATION & SCOPE j �a SITE PLAN &ZONING DATA YF` ,d # 4WD N• � F@ �- - "t `,}r,,A�' 7"r4C!. LOT COVERAGE PROJECT / ZONING DATA n , " i -- - - - — ----- - ,, f.'' •,, •», 3: ,-. '• ''M, «,g `+.,i'',ra 8y'...s c,w,`,'"` '' `,^t.e+ •;,,, , •w .y .rT,°i,Jr C• -, �P t4 .r' �`� ,$r.. � aP.+4as.' "� ., k`'x ia'F?it`4 .�:o.�.' ,✓• `erg@ 'e;' :2W' qy i�S,..,. �.A�x+S � .r. .. .r_— _ t ,x. A�k 1 ,gyp �.n , - w,4a<, +g;"w ,•,', .Ir}?,.d ,^'''r'i}' 't .'�`•�t�•5`,'�g.yq.- .�,:.Nc-k •0.,�'' ' .wc Irk 9b LOT TAX MAP 1000-5ci Oq 07 ry " / b l. § "r ,r' ,! q` y. ,x� '•.eR:. _ - §. `, ',� ..c; r' :i°r., a, e;a..:',.• 4i :yYr`x�,` .,,y- s y:; �. N,;Y�. ,;'' .,..?. _ - {' .;a, PAGE. DESGR►PTION (FOOTPRINT) AREA � � �'- -f ;�;: .�:��,#,w 'n,.. :,; ±� ;�, y • ., .•�°::. � COVERAGE ZONING D STRICT R 80 NON CONFORMING , a v` TOTAL LOT AREA 56 a6�f.0 S.F. t - -- LOT AREA 1.3 ACRES r # ,� G-001m00 I� ,} •x'.. x .J' <.y ... .u ..... I �,,. .4i.'_ � �,.'F -,§ r.$,M PROPOSED DWELLING 3845.0 S.F. 6.-i9o - _ _ _ �, . a. SUFFOLK COUNTY HD APPROVAL R 21 I6'ia 5 BEDROOM ,.. � ;�., '� ,, >e � PROPOSED FRONT COVERED >. .° 1-15.0 S.F. 0.5% --- - PORCH w F. *. . ` DATE: 07 08 22 PROPOSED WOOD DECK 380.0 S.F. O.'1gb HABITABLE SPACE PROPOSED TOTAL AREA OF ALL STRUCTURES 4400.0 S.F. "i.79o ` FIRST FLOOR AREA 3,115 S.F. a ., .' - M MAXIMUM LOT COVERAGE ALLOWED 209b »' SECOND FLOOR AREA 550 S.F. - -- - -- -_ - yr -- TOTAL BEDROOM COUNT 3 .4:' r y' _" °.. --.- . �, e {• M �,+j REQUIRED SETBACKS MAIN BUILDING : , f - REQUIRED PROPOSED COMPLIES U FRONT YARD 50.0' 50.0' YES SIDE YARD 20.0' 45.&' YES `` *+ ,per E` 7AG5 yC� r BOTH SIDE YARDS 20.0' 261.4' YES LOCATION MAP RENDER)NO REAR YARD 60.0' 60.0' YES SCALE: NTS SGALE: NTS NOTES $ Sf=EG I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I AT I O I VS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = 575) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -_ -- ---- _ _ _-- - _ TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. ��BOARD - INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK :: PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRAGTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF --- a 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, ID TESTING BY AN APPROVED THE FIRST AND SEGONG FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 5" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ _ -_ -_--___ _ GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L BLDG. BUILDING K � KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT - w I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. 51ZE OF SILL TO BE (2) 2"x6",UNLE55 (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT.,U.O.N. � BEAM MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS � w APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT,AS .J cc 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM 1. ALL DIMENSIONS,CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED - _ __ _ Q +� STRUCTURE/SITE SHALL BE FIELD VERIFIED $Y GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, [BOT. � BOTTOM MECH. MECHANICAL � 'E N PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. ___ _ n Lf) 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC75 IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL IN. MINIMUM 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS __ __ r- 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL 151 TIER OF FRAMNG 15 IN PLACE. G.J. CEILING JOIST NA\/D55 1 NORTH AMERIGAN VERTICAL DATUM OF Ig88 {:; � >_ C9 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, i }' 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POLRED CONCRETE OF SIZE SHOWN ON DRAWINGS. OF THE OWNER/BUILDER COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE - Y INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED _ _ _ 7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED -- T L) � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, 5UCH AS THE SOLID WITH CONCRETE. _ c- � � fV SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE O 0 LJ � WITH THE: WORK. 6RADEMARK SHALL INCLUDE AN EA51LY D15TINCPU15HABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-005. DBL. DOUBLE OGC. OCCUPANCY CU - f ---- _ lam- __ q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE - -- -- - 0 a-J 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P5ITH THE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 DFE DESIGN FLOOD ELEVATION PBFE _ PRELIMINARY BASE FLOOD ELEVATION N CD UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. DAYS OF 4p00 P.5.1., U.O.N. -- - -- -- - Q 0 � � 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-005. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN5I/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH -- BEFORE THE START OF FRAMING DECK ROOF AND 15 OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. 1 JOISTS --__ PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 --_ - q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE _ ELEV. ELEVATION P.T. PRESSURE TREATED It. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO B= ANCHORED WITH CORROSION RESISTANT TIES - �- NAILIN6 A5 PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS (1) WALL TIE PER(5) 50, FT. f - 10.CERTIFICATES, ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, �UIP. EQUIPMENT ��REQ'D 11 REQUIRED GERTIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING RI RISER 11. THESE SET OF DRANINC75 ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-D" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ___ _ _ _ 1 , AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF -AR BASED WATERPROOFING TO EXTERIOR OF FOUND. TEXT. � EXTERIOR RM. ROOM T PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U5INO STRUCTURAL OOMP051TE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. -- U A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. 11 FRESH AIR INTAKE � R.R. f ROOF RAFTER _ - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' CROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN,THE 16. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES -- - - D RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITEGT/ENOINEER. NO FAR FLOOR AREA RATIO STL. STEEL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE 5HALL BE PLACED ON FROZEN SURFACES. F.A.\/. FRESH AIR VENT S.V. SMART VENT � W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED I-!. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR �F TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ENGINEER. RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN CLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND I FF ELEV. FIRST FLOOR ELEVATION TEMP 0L. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, HHERE EVER APPLICABLE. -- r , 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK V Ict. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES � 0) AND ORDINANCES. I5. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL `J J GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK -- _ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH,OR A5TM G7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD � < i i SPECIFICATION FOR GYPSUM SHEATHING BOARD. THE 5U5-GONTRAGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER IQ. AT ROUGH OPENIN05 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAI"tE � TYP. TYPICAL nn,, COMPLETION OF PROJECT. AS PER PAGE 6-003. LT HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. lb" WIDE x 5" -- W 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASK HARDBOARD OF DEEP 4 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - -- ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND -- AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.5 STRUCTURAL PANELS: 5ITE WORK _ THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRU5HIN6, DIPPING, OR 50AKING UNTIL THE WOOD I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD cam AB50RB5 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.S.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL --�� IN ATTRIBUTABLE T BODILY INJURY,SICKNESS, DISEASE HE DEATH HE TO CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ � WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, ITSELF INCLUDING THE LO55 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS,NAILS,5GREW5, FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. - - < - WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD 1 CONTRACTOR, ANY BY ANYTRAGTOR,ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. EMPLOYED BY ANY OF THEM,OR ANYONE FOR WH05E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING HNC�R ___1 HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. -- lf PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN IAE MIGROL.AM HOR. HORIZONTAL II 1 B. GEORCIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-5TRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4, NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE I5. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ROOTS,ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING,NAILING, PLACING A. TRUSS JOINT McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERAL SHALL BE REMOVED FROM SITE. OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT TO BE-SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. INSULATION ENESTRTI ON REQU I RMENTS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUILDING CODE, - -. - - AUTHORIZATION OF THE ARCHITEGT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY GLA55 WINDOWS AND DOORS PROPOSED DESIGN CODE PRESCRIPTIVE VALUE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. COMPONENT VALUE CITATION (PER 2020 NYSEGGC) COMPLIES NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER - =_ PERTAINING ARE TO 8E FIELD VERIFIED. - --`-- OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS CLEARANCES ARE PROVIDED. u-VALUE = o25 MAX.U-VALUE = 0.52 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI14.1 GELLULOSIG FENESTRATION U-VALUE AIR LEAKAGE= oBo CFM/SF MAX.AIR LEAKAGE = 0.50 GFM/SF YES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD5 OR ASTM C20 STANDARD SPECIFICATION FOR 3. ALL SLIDING 6LA55 DOOR5, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED PER R402.4.5 4 TABLE R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. UNLESS OTHERWISE NOTED. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DIN6 USED IN R-49 SPRAY FOAM INSULATION SPECIFICATIONS,UNLESS NOTED OTHERWISE. CEILING R-VALUE (BATT INSULATION MAY BE Usm MIN. TA51-ER-VALUE = 49 YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PER TABLE R402.12-CLIMATE ZONE 4 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCE551BILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MANUFACTURERS 5PECIFICATIONS. WHERE ATTIC SPACE ALLoW5) THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE - - UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. ENERGY CONSERVATION CONSTRUCTION CODE. EXTERIOR(2"xb")WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE = 20(CAVITY) GOPYRIGHIT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-5EGTION. FRAME WALL R-VALUE R-II BATT INSULATION PER TABLE R402.I.2-CLIMATE ZONE 4 '`-5 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND GONNEGTORS SHALL 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR - - 25. FOR NEW WALLS,A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. MIN R-VALUE - 19 FLOOR R-VALUE R-50 BATT INSULATION - I � GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, PER TABLE R402.12 -CLIMATE ZONE 4 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B I52.1 SQUARE AND -T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL - ---- - - - In SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPLIANCE STATEMENT: ►- STATE BUILDING GODS, 2020 NEW PORK STATE RESIDENTIAL GODS, 2020 HEX BOLTS AND SCREWS (INCH SERIES). Z NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING TO THE BEST OF MY KNOWL.EVOE,BELIEF,AND PROFESSIONAL JWC7MENT,THESE PLANS AND SPECIFICATIONS ARE IN w STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 22.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U5IN6 CHAPTER 4[RE]. 2 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME 5I52.1 SQUARE AND HEX BOLTS AND 50REWS(INCH SERIES). SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. V WOOD FRAMING, AND CONNECTION TO FOUNDATION - 200 WOOD FRAME 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 26. COLUMN SEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DE51ON ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE (AF4PA) AMERIGAN WOOD COUNCIL (AWC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE -- 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PLUMBING CODE. SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS® ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA,AND EGRESS ui EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 51ZE AND REQUIREMENTS. Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653,STRUCTURAL QUALITY, o MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/5HOr1ER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TABLE R50I.1 HOWEVER,WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TEMPERED GLA55• CLIMATIC $ OEOORAPHIC DESION CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A 5HEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS 5E FORTH IN THE MANUFACTURER'S II. EXTERIOR GLAZING 5-IALL BE PROTECTED FROM WINDBORNE DEBRIS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ _ PROJECT: CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE GROUND SNOW LOAD 25 LBS CONSTRUCTION GORE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG MISSILE TEST OF ASTM =1gg6 AND A5TM E1556 AS MODIFIED BY 2020 NYS BG MUD D w/b" RISE 4 w/(2) s/a"4' BOLTS THROUGH CENTER LINE OF VERTICAL LE65 22�PEGIFICATILS SHALL ION FOR DRIVENLFASTENERS: NAILS,I STANDARD SPIKES, AND STAPLES. SECTION 501.2.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET STRUCTURAL MEMBER ALLOWABLE BA51G WIND SPEED 130 MPH SET 6 DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR DEFLECTION GENERAL WIND PROTECTION CONNECTION NOTES: ANSI/DA5MA 1I5. RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES -- CONSTRUCTION;55TD 10-qq AND 2015 5BG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH MANUFACTURER L/I50 S CODE EVALUATION REPORTS.' A THICKNESS OF NOT LESS THAN 5 AND A SPAN OF NOT MORE THAN ' SHALL W/NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, BE PERMITTED AS 6L,4ZIN6 PROTECTION.PANELS SHALL BE PRECUT AND I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING 5HINCLE5 22.-1. SCREWS: 5GREW5 SHALL COMPLY WITH ANSI/ASME B 15.6.1 ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS 5HALL BE INTERIOR WALLS 4 PARTITIONS H/150 WEATHERING SEVERE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. WOODSGREWS (INCH SERIES). PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ROAD #26 INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER I5# BUILDING FELT, UNLESS OTHERWISE R30I.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH B'-0" SOUTHOLD N.Y. 11971 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE PLUMBING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 R WATER TIGHT AND WEATHERPROOF ICE BARRIER REQUIRED 1 ES 3. PROVIDE FLASHING NECESSARY FO 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) __ GENERAL NOTES 5HEATHING AND 5IDIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE CONSTRUCTION. SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING I5 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY "SIMPSON" MANUFACTURER. 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. SPECIFICATIONS. EXTERIOR WALL5 - WIND LOAD5 W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS PAIR OF OPPOSING 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION I 11 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS EXCEPT WHERE COLLAR TIES OF EACH OR 2"x4" LUMBER IS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY RAFTERS 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPWN" 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER PERMITTED FOOT. STRUCTURAL DESIGN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4eO AND EVERY 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - DISH WASHER.........................................2" G-002mOO I16' WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. _ KITCHEN K.......................................2" USE LIVE LOAD DEAD LOAD8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - LAVATORY. 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED THE SEALANT TO UPLIFT FORGES U5ING ASTM D b35I. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - SHOWER/TUB..........................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION W WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - TOILET........................................................5 p OF J" AND 3"x3"x " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE - LAUNDRY .................................................2" ?. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - FLOOR DRAIN..........................................3" DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT DATE: 07/08/22 2 OF 19 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MA50NRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" MOUNTED BEAM THROUGH ROOF. AND AT SPACING NOT EXCEEDING 4' ON CENTER. HANGER SHALL BE ALLOWED TO $E SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. -1. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN 4 ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE I/2' ON WALLS AND CEILING,UNLESS ELECTRICAL: DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PROTECTION. F� TO 20I7 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ,-;- DEEMED APPLICABLE. F I c�I, R qG��?` ENERGY CONSERVATION GON5TRUGTION CODE. 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ; WITH BACK FLOW PROTECTION. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf GO }�q �� 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. 5/5", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION C. ,� p �^ (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ,). P COMPLETION OF WORK. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL SLEEPING ROOMS 30 psf 15 sf ttl ` I I' I r' 1l IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUGIN6 FIBERGLA55 GATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. p p 0 , 11 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. - GENERALLY, VERIFY OR PROVIDE HARD WIRED CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. IO. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR STAIRS 40 psf 15 psf 'I., `' + �. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION �` SMOKE DETECTORS w/BATTERY BACK-UP IN: TO CONGEALMENT OF PLUMBING. '' �.. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY , .,. _Z1 4. FINISH JOINTS, J-$FADS, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE n �, ,,_,, _� TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOI^I 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 15 psf << :� !`- A. EACH SLEEPING ROOM FOUNDATION WATERPROOFING. 11. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING CODE. A �+ Kj TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED ,,7 Q -�© B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. 12 psf FOR ATTIC OF: cJ `�y AREA IN THE IMMEDIATE VICINITY OF 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING (LIVE = GROUND 5NOW LOAD) 25 sf _'�3 ALL OPENINGS. - q R-50 FOR FLAT GEILIN65 p 15 psf FOR LATH. �,��1 THE BEDROOMS (GENERALLY THE HALLWAY) - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 MECHANICAL. FUEL GAS: C. EVERY LEVEL OF DWELLING 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PACE 6-003. - 55" R-13 FOR 2"x4" WALL CONSTRUCTION (B G -- - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE 'ALL STRUCTURAL DESIGN ONSIDERATION5 ARE IN CONFORMANCE WITH ASMENT,FIRST FLOOR, 4 SECOND FLOOR,ETC) - 5.25" R-21 FOR FLOORS NYS MECHANICAL CODE AND FUEL GAS CODE ASGE 7-10 (MINIMUM DEVON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLaDOVIIIIN DETAILS TYF I GALS NA I L_ I NO/STRAFF I NO REOU I REMENTS FOR FAST-- ULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F Ls I F T C SHEAR, $ LATERAL Y�4 I N D R E S I S TA N C Z NOTE: THI5 50HEDULE DOES NOT E INCLUDE NAI LL ININO INNG FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, a AND ROUGH OPENING FRAMING REQUIREMENTS) Q ALL STRAPPING TO BE IYq"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Wu w FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) w FASTENER SPEC. FASTENER co HOEDOWN 'A' HOEDOWN B CONNECTION A NA L I NGI C R I DESCRIPTION AND QUANTITY SPACING 7 c\j FOR NEW 4 EXIST. FOUNDATIONS ry ROOF I$ CEILING FRAM I NO �_ o f- I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d - (9 ENDWALL NDKALL - .---`"� COMMON NAIL w/o PRESORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER L (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2• 2.WOOD 15 ASSUMED TO BE D,F,•2 d BTR. IN DRY USE a •� z O HEIGHT 5 HEIGHT STUD ONNECTED TO R.R. 2" iv SERVICE C6 CORNER STUD TRANSFER SHEAR CONNECTION: CEILING JOIST To TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST 0 NNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL N TRANSFER SHEAR \�h ♦ ♦ ♦ (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP O 0 (9 "SIMPSON" HDQB FOR STRAP - 3 8 d COMMON . . HOLE5,5ET NEW MEMBER. �- HOLDOWN ANCHOR ® 2-Ibd COMMON -E- 2-16d COMMON LOCATIONS NOTED NAILS 0 6" O.G. d NAILS a EA. END OF STRAP. • • • • .�+ c 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS o 6" O.G. d ON PLANS 10" O.G. IF BLOCKED ,� / • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP CC O" O O.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH �`?• • • 5.SEE SECTION 6 FOR ANY I;MO T TO CLINCH THE NAILS(TO Q G O CORNER POST ' G J G IES TIGHTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOWCOLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE 4 x =„ USE S d COMMON NAILS "SIMPSON" H R a 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOEDOWN ANCHOR® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END LOCATIONS NOTED ° a SLOPES OF 5:12 AND GREATER. OR 41.N 12.4-PLACEMENT OF NAILS E SPIKES E TABLE ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END n , 3 _- L� CONNECTION BI I$ E32 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO HOLDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s FOR STRAP - S d COMMON NAILS 0 52 TOP PLATE To TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOLDOWN CAST IN PLACE w/7/a"4) THREADED ROD o• EA. END OF STRAP: U •— FOR EXIST, P. GONG. OR NEWLY CURBED FOUND.'s sm WHEN IN TOWN OF ISLIP OR NAILING F • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. 51DE -1/5"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN t ---- STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. CONCRETE w/ "SIMPSON SET(HIGH STRENGTH EPDXY MAX. NAILING GRID ABOVE UTILIZE � B Ij ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE 'SIMPSON" AT SIMP50N # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) y. +FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/T/a"0 THREADED ROD CONNECTION ; FOR G.J. TO R.R. - oI I6 d COMMON NAILS [__�:1:6:d7 1 REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, v RAISED G.J.Is(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) OMMON 12 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW _ }-}OLDOJ/�IN tG }-IQLDO�/�(N 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - r-T 16 d COMMON NAILS FLOOR FRAMING R NEPq 4 EXIST. FOUNDATIONS FOR NEKLY POURED ONLY� CONNECTION GI 1$ 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER J015T' Ask FOUNDATION ® ONE S W (3) 2x FULL NDWALL VJ HEIGHT STUD>1n CORNER STUD BRIDGING TO JOIST(TOE-NAIL) 2-ad COMMON EACH END ONNECTED TO n:� ANSFER SHEAR AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END "SIMPSON" HDQa (3) 2x FULL • G2 TO STUD CONNECTION: BLOCKING TO SILL Or HOLDOWN ANCHOR a -16d COMMON HEIGHT STUD TOP PLATE O SIL or 3-16d COMMON EACH BLOCK LOCATIONS NOTED AILS a 6 O.G. G I7z: FOR STRAP - 3 8 ON PLANS 10" O.G. IF BLOCKED d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST ° NAILS a EA. END OF STRAP 3 JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER -1015T t [ FOR EA. PLATE TO STUD ABOVE OR -� 2-I6d G N ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO J015T (END-NAIL) 3-I6od COMMON PER J015T NAILS a 1 " O. NIV BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON PER FOOT ° a ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a "SIMPSON" S 14RJ CONNECTION DI 1$ 02 SOLID BLOCKING PERIMETER EDGE ZONE s ad COMMON b" EDGE /b" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s _.....-�'"'•-^ • HOLDOWN CAST IN PLACE w/ T/b"4) THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATHING FOR EXIST, P. GONG. OR NEWLY CURBED FOUND.'s PLATES) CONNECTION: D2 tt 1/b"o THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO --- CONCRETE w/ 'SIMPSON" SET(HIGH STRENGTH EPDXY r7 I/2" MIN. ( I GYPSUM WALLBOARD Sd COOLERS I 1" EDGEFIELD ADHESIVE), s FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER ` FOR STRAP - 3 8 d COMMON NAILS a EA. I (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR ° END OF STRAP (WRAP STRAP UNDER SILL PL.) I I SPECIFIED ON D I ° I I WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG.BLOCK) TYP. FOUND. NOTE 0 FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN — - _ ° " EDGE / 12" FIELD w/"1/a"V THREADED ROD ° _2 _16_ d COMMON NAILS STRUCTURAL PANELS ad COMMON 6 I — ALTERNATE CONFIGURATION - ABOVE STUD TO i STRAP w/ V GYPSUM WALLBOARD 5d COOLERS 7" EDGE / IO" FIELD ,� FLOOR CONNECTION w/ # LPT4 SIMPSON (OR --- .._ ad NAILS o EA.END w NA I Ls I NO/STRAFE 1 N5 @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES _. �� of EA.STRAP To 2 EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) E ALTERNATE USE O 51MPWN H2.5A) V NOTATION: STRUCTURAL PANELS: A- NUMBER OF ad NAILS® EA. END OF STRAPPING(201a WFGM,TABLE 3.?,P. laq) CONNECTION E I" or LE55: ad COMMON 6" EDGE / 12" FIELD B -NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.255,P. 241) GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD fr C - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER(201b WFGM,TABLE 3.23C,P.2a2; • • ALTERNATE AS PER TABLE 3.23D,P.293) • D -NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA.SIDE • - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (201a WFGM,TABLE 3.1,P. lag) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q E -NUMBER OF JACK STUDS ® EA. END OF HEADER(2016 WFGM,TABLE 3.22F,P. 25a) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN NIGHER G F -NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) o EA.51DE ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.a,P. ICU) a ° °a ° ° a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: a 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B FOR STRAP NAILS SHALL BE PERMITTED TO Be REDUCED TO I-16D NAIL PER FOOT. E ° - 3 8 d COMMON NAILS a EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' O1N EACH END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTEN I NO 5GHEDULE B °° a° ° � � 9 USED. MUD D F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ._ ° FOR EA. PLATE TO STUD ABOVE Q OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) "" ° _2_ _I h_ d COMMON NAILS RESIDENCE A NOTATION ROUGH A B G D E F G QPNG _ 900 PRIVATE ROAD #26 2'-0" 2 I I 1 I I SOUTHOLD, N.Y. 11971 4'-0" 4 1 2 2 2 2 SFL= 1 �i 1 NCB OF TOF FLaATE GABLE ENDWALL " - PROVIDE (2) 2"xlo" HDR (MIN) U.O.N. 6'-0" 5 I 3 3 3 3 BRACING/STRAFFINO _DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE -- ___-_ BLOCKING 2 FOR RAKES 12•OR OLDOWN, ANCHOR BOLT, 95 7 2 5 4 4 4 SPLICE -} BAYS BACK® LESS PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING® 12'o.C. STRAPPING, & NAILING DETAILS LENGTH FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 540 - 41-O. O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE'2'" BUILDING MINIMUM 5PLICE 1",4 - DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYR STRAP w/(5) PAGE: ad NAILS EA.END 12'-O" 2'-O"/2'-b" 12'-O" 3'-O" OF EA.STRAP ATTIC ®®3 . ® A NG�#O R BO Ls T SF E G I F I G AT I O NS I6'-O" 4'-O" 6"-12• SPECIFICATION (201b WFGM TABLES 5.2A 8 3.25, P. 157-160) BLOCKING 2 BAYS CORNER } 3q" 24'-O" 4'-O"/5'-0" 24'-O" 6'-O° BACK® 4'-0"o.c. DATE: 07/08/22 3 OF 19 CONDITION I I FOR ALL STRUCTURES: ♦ %"41 ANCHOR BOLTS a 3a" O.G. 2a'-O" 5'-O"/b'-3" 25'-0" • 32'-0" b'-O"/T-b" 521-0" b'-O" iv SECOND FLOOR (� 36'-o" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. 7 EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O,110-O 40-O I I-O BLOCKING 2 BAYS Ci" ( AO ♦ PROVIDE AN EOUIVALENT NUMBER OF NAILS 4 d_ z, f END TYP. STRAP w/(3) CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE s BACK 0 4'-0" O.G. J w/ 3 SQUARE WASHERS AND END NUT SETUP; :: 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O' 10-O /12-6 50-O I3-O" TOP TWO COURSES 50LID ad NAILS EA. i 3.TABULATED SPLICE LENGTHS ARE BASED ON B FOOT WALL 60'-0" 12'-0"/15'-O" 60'-O" 16'-O° OF EA.STRAP 'I'I :fl HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT j•':F? -, 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR - �f; k- „ LATERAL LOADS SHALL BE MULTIPLIED BY HAD; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-O" 14'-o" -10'-O" Iq'-O" A 03(3b NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): :: :: F 80-D 1 b-O 80-O 22-O op FROM ENDS AND CORNERS (TWO 0 CORNERS) a'PALL- 1.125 ___ j• - ; (SEE DIAGRAM TO LEFT) l0'WALL- 1.25 BLOCKING 2 BAYS II' ALL- 1.3T5 THIS COLUMN w/MULTIPLIER BACK® 4'-O" G O. . 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WWALL- 1.5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UP GIRDERS 5 OR MORE 51JFFORTS (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A F I REBLOGK I NC FOR FLATFORM WOOD FRAM I NC WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -- - -- - - BETWEEN v6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a CONNECTION d 1/4 OF A WHEN 61RDER5 MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION �� TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER O BLOGKINO UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION, THE SOLE SERVES Mm.52• LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. Lu NON-LOAD BEARINO WALL OFFSET FROM SUPPORT ��I(2)ROWS IOd NAILS a 12"O.G. P Lu cc 1 THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T _ STUDS 5 B (5)ROM 10d NAILS o 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. � SUBFLOOR --_ P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 4-15UBFLOOR I(2)ROWS 1/2" A BOLTS o 12.O.G.5TAeCERED; n Ip-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O N 05L.o ENDS BUILT lE GIRDER P MAX.32° PLATE SERVE AS FIRESTOPPIN6. L0 (2)ROWS I/2"A BOLTS a Ib'o.c. SOLE PLATE - --_-_-, NAILING: O �_ D 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE LE PLATE � _--...________ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE I JOIST SERVES AS FIREsroPPIN6.SIDE WITH IOd NAILS, TWO NEAR EACH END OF a-+ E (2)ROWS I/2' A BOLTS o 24'O.G. L � � I BEEN 1/6 EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O c Z O IF (2)ROWS 3-3/8'SIDE O ME SCREWS a 12"O.C. a v4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. � - SCREWED ON(U SIDE OF MEMBER LINE; OR 61RDER5 ARE TO BE NAILED FROM EACH - > .2cO V G (2)ROWS ON(1) TRU OF ME SCREWS o 16"O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O G � N SCREWED ON(U SIDE of MEMBER " AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN O O : J � I - --- - -- JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 �(�2)ROw5 3-3/8'TRu65LOGK SCREWS o 24.O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. 0 O }, JOIST ""REpim ON(1)SIDE OF MEMBER c: +J MAXIMUM OFFSET (2)ROl^LS 5'TRU55LOGK SCREWS a 12'O.C. THREE-PIECE _ -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O N C6 J I BUILT UP GIRDER P MAX.32' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O O JOIST DEPTH, d SCREWED ON B01N SIDE OF MEMBER NAILS ON EA. 51ME w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. '- MATCHED SIZE OF BLOCKING (2)ROWS 5'TRUSSLOCK SCREWS a IV O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND [�SCREWED ON BOTH SIDE of MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS ® 32" O.G. BLOGKIN STUD - OTHERS 5TA66ERED w/ A DISTANCE OF NOT MORE / 3 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5'TRJJSSLOCK SCREWS o 24"O.G. BETWEEN 1/6 DOUBLE PLATE SCREWED ON BOTH SIDE of MEMBER - 3 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL GE I L I NO BRAG I NO FOUR-PIECE 61DERS ARE TO BE A55EMLEr AS O BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO n , P STRINGER TO SERVE AS FIRESTOPPING. �✓ CANTILEVERED FLOOR I.NOTE; i HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED _ OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN a'OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FA5TENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO �� I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 1 , SUBFLOOR LE PLATE 2"x4'GONrIt4JOU5 GABLE END FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF T MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE a 6'O.G. TRU55 THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 BOLTED TO STEEL COLUMNS. BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 /�' I ® PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON tiJ 10) Sd I `l A I L I I `4O F A T TE R I V S FOR D E LOADED S E A M S (I v . FLUSH S E A M S) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE ' AS FIRESTOPPIN6. T) m NAILS • FIRE- FIRE- WOOD FIRE5TOPPIN& FIRESTOPPING STOPPING 5TOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST 5d COOLER NAILS a 10.O.G. NAILED' BOLTED' j v LOCKING 2'x4"BLOCK NAILED TO PA.BRACE VERTICAL T� w/(4) IOd NAILS 2tOMMO'N� SG�OMMO'Nd �I a 4' 2 BBOOLLTiS 2 eMoLT5 `fJ a 12'O.G. a 6'O.G. • O.G.5TA66ER✓�4 COVERING IS APPLIED STUD 20 go.STRAP --- - FI To UNDERSIDE RSI WHEN GYPSUM BOA TWO ROWS 12'O.G. THREE ROWS 12'O.G. JOISTS Q To UNDERSIDE OF r n LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 v DOUBLE PLATE "'5d COOLER NAILS a 10"O.G. (IO) Sd NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° JOIST SHALL BE LOCATED DIRECTLY »*p OTES ALT.FOR USE OF DRYWALL SCREWS ENDKALL 5 AS NOTED IN NOTES 7 $ 8 ° ° ° ° ° ° ° ° 5 FIRE5TO PIN0 a�� VER STUDS,UNLESS TOP PLATE 15 4"o EDGE/12"o FIELD FULLY BLOCKED SOLE of GIRDER Q DESIGNED TO CARRY THE LOAD SCREWS xb_ IYa"TYPE W OR S 1.TOP°�BOTTOM ROWS SHOULD BE 2'FROM ED6E5 FIRESTOPPIN6 WOOD FIRFSTOPPIN6 2.FROM TT}EHOLEP�To THE S�DIAMETER MEMBM Y BOLT KS Ex� �s1 Two Rows 24•O.C.srAeGERED TWo RlJws 61 o.G. II II LOCATION 5 LOCATION 6 INTERIOR STUD DETAIL „iIC*11I OF THE MEh1BER USE WASHERS UNDER HEAD AND MM o ° ° ° o 0 0 OVERLAID ROOF 3.STAGGER EACH ROW OF FASTEI 5 BY 12•. /� VALLEY' /� O O O O O O O O O ,,, ,, 2'SPACE NOT X . ATTACHMENT YCHMENT @ ALLEY' 4.FOR A THREE-PIECE MEMBM THE SPECIFIED NAILING 15 FROM EACH SIDE. u I � TO BE FILLED \ � © NONGOMHU5TIBLE FIRESTOPPIN& 5.FOUR-FIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO III' FIRESTOPPIN6 Illy! APPROX.I INCH THICK BOTH SIDE OF THE MEMBER .. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED \FOR 4'OL.NAIL SPACING. LOCATION '7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE MAM5: 5TRAPPIN6 W/ T.2 ROWS OF 16d COMMON NAILS(12'O.G)FOR DEPTHS 12'OR LESS FIRESroPPING \ \ 4 Sd NAILS LOCATION 8 LOCATION q a EA.END a R.R. 6.s ROWS OF 16d COMMON NAILS(12'0.0)FOR DEPTHS OF 14•,16't W. LOCATION 10 FULL WIDTH 2" BLOCKI - Z O tu N GONSTRUGTI ON DETAILS W 1 ND LOAD FATH GONNEGTI ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR 5TRAPI1IN6 INSTL. NOT TO SCALE INTERSECTION DETAIL IST.OR NEw NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS `f loci NTIWOIJ LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO RR.'s ALIGN NEW d EX. R.R.AS SHOWN K I NO STUDS � PLAN VIEW ROOF,R.R.SIMILAR SHED' WOOD JOIST O WOOD JO I IN LINE �, GRI PPLE STUD - - fl BLOCK I NG -� JOIST HANGER HEADER GENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OI RDER/HEADER -0 WOOD O I RDER JACK STUDS WOOD JO I ST O MAIN MEMBER w t] JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAMING FLUSH WITH G I RDER/HEADER TYPICAL HEADER GONNEGTI ON I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: IAM.X s APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. THE LENOTH OF 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO A SHOWN ABOVETHE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER MUD D A MIN. OF (5) NAIL DIAM.'s AT A CIO* ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. ILS SHALL BE INSTALLED TALLED IN EAINSIDE OF E RAFTER OR G AVOID SPLITT , NO MORE THAN 2 TOE I IL�IN6 JOIST WALL STUD (D WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE o 900 PRIVATE ROAD #26 IN EA. 5IDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB _ SUB FLOOR - DOUBLE JOIST DOUBLE JOIST � TOP PLATE SOUTHOLD, N.Y. 11971 GHIM. CHASE SECURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 3 BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) O l4 TOP PLATE ® O�m 4 WIND RESISTANT CONSTRUCTION GONNEGTORS PAGE: GHIM. CHASE WALL ��Q G-004mOO d) CONNECTON LOCATION: PART NUMBER: NOTES: o ►° Q RI DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER IL z DATE: 07/08/22 4 OF 19 ROOF IL z o a RAFTER-TO-PLATE H5 or H2.5 APPLY TO EACH RAFTER 1 � �z REO'D BLOCKING -!Q Q O PLATE-TO-WALL STUD 0520 @ 011 APPLY TO EACH WALL STUD �, Y To ®ION LEVEiL VE w z W II o���0 R� THE FIRST FL. ®-w 3 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56 APPLY TO EACH WALL STUD S 0APPLY TO EACH JACK STUD HEADER-TO-JACK STUD G520 @ 12" � CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 50EWALL END 037a y IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE �rFOF 14 SIDE \1IEW FLAN \/IEW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGIT`(. OENE AL S`I M50L KEY : REFER TO PAGE A- 104 .00 FOR PLAN NOTES SOHEDUL S EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT„�- � WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN HHEN APPLICABLE) 0 Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J O 5TL. WHEN APPLICABLE) \1JI cy) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 4-1 WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS � LN WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" HALLS), U.O.N. NEW 2-HR FIRE RATED , CO HOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a •� c : N O �' � 0 4 CO o ry N C13 mi d Q O 4 49'-10" IT-T" 14 4 3 — — — — — — — — — — — — — — 9'-6" �_11y2 • - - - - - - - - - - - - - � - - L - J - • - - - - N - - - - - - -I 4J 70 - - - - - - - LL --- - - - - - - - � - - v I I I I I I I .• I � ��• � I ::° a: � I ..e I � :. I � L -1 L f -1 I I I 1 I C) c ry I 6 II II �rjj] I 0) r 11F- - - - - - - - I r- 11- -1 F - � 3L II F- -1 LL ( ) � �- - - - - - I p o A-401 p I o 0 REM �-I - I L I I 1fi -1 I I I L I BASEMENT I I e l I I I I —� I— II - II �FrFi< BASEMENTC� D•NO CONDITIONE OR HABITABLE PROPOSED PAGE I m o III L0J I I I q I I I -I I �- I L 11 I I I I I I-I A-301 II I I L J F- ��I I I I I 1 �� o 14 III I I II LIl L 402 L -1 I I II I CRAWLSPACE CRAWLSPACE UNDER-FLOOR VENTILATION I I I I 12 FLOOR 4 AREA 1515 S.P. = I A-401 5.F. REO. S.F. PROV.D I I I IT, `fl I I i I I I I I I REO Z.b S.F. 14.0 5.F. I I a L O J -1 I I I A-401 2 III 4 —I o _ I I I I I I 1 'rPj /-- II I I _ I I L N II L L 1T I I z Z - - A-401 I 15) RI M '7:7 O 3 I Q I I -1 I o I I I m 14) Tr IN. O" U' I •' I 0 6 1 1 I L L I L I -1 I I A-40 I A-401 11ri-� II II � I I 1 1 II II 11 -1 I I I I a 11 0 I— a h Lo� - - - - � - I - - - - - - - - - - - - - - - - � 11 1 I I I PROJECT: III- - — — - — - — — - — — - I : I II ��- - - -- - - - -- - - - -- - - - - - - - - - - - - - - - - - - 1 I I 1 MUDD RESIDENCE GARAGE SLAB "n I •• I I I I •' I I in ry BASEMENT I I I I I 900 PRIVATE ROAD #26 1 = 1 I I I I SOUTHOLD, N.Y. 11971 V-OP I II ry II I I I II BASEMENT;NO GIONDITIOLNED L DRAWING TITLE: OR HABITABLE SPACE `t PROPOSED L — -1 I PROPOSED FOUNDATION PLAN II o l l 13 II I :• I 8 r g I I I I I .- I I I 4 I6 I I PAGE: P II O A 94 O -A woo 26' — (12) RI 0 T-1 " UP (11) r M N. IC"' m l ry �O Q ' DATE: 07/08/22 5 OF 19 a �- -- -- - - - - - -� r. • PROPOSED FOUN7ATION FLAN I,J�J S.F. GROSS AREA SCALE: 1/4" = 1'-0" -pr��..�f_ S'S a`� '' :, 5ENERAL SY1�BOL <EY : REFER TO FA5E A= 104.00 FOR FLAN NOTES SCHEDULES _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 11 Q I EXISTING TO REMAIN WHEN APPLICABLE) O Luuj NEW HOOD FRAME (L.G. NEW FOUNDATION WALL J 5TL. WHEN APPLICABLE) y) r�/ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Qa,' E CV HOOD FRAME (L.G. STL. © P05T FOR 4 HALL5 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O � b7 P05T FOR b" HALLS), U.O.N. _ 7 C09 NEW 2-HR FIRE RATED ; }. HOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a- Z O .O i � 2 � CV O O :t C4 � O � Lo N c6 Q O 0 N 4 ' im Q n YARD SETBACK 4q'-10' 1"1---�-�"- 5��y2� q�_6 8_I J G - _ U -- J - N _ 4-j m BATHROOM 3 12 2 WALK-IN S.F. 26 4 OL05ET GL. - 28 II S.F. - ( , SM/c0 v N_ Hi BEDROOM 5 to O A Iq4 Sr-. II � •— m =ry 4 EDROOM 2 Ibo S.F. ' _ m ❑ Lyl q 0 GL6. U q 4 V./ HGF+T. SM/GOE/,) 5 C k Q -� Q� 5M/c0 A F ib'-bye• — I4'-by2• 17 Aegm 1. m w z 2+0 10-0' Q Z -' 4'-0" 10'-q" O=� BUILT-IN CABINETS W/ BUILT-IN CABINETS W/ 0 0 OPEN SHELVING OPEN SHELVING ABOVE OW - - -ABOVE- - - - - - - - - - `fl in z '— q'0" GL6. " I A I I I o v I HGHT. m -40 of O cv NEW ON I-I (1) RI ® I I I I FOYER qo S.F. ON. � A-301 A-501 0 I + — I NEV! DN GOY RED ob I S�REENED-I1J I CH) LIVING ROOM I 5 (I) RI 02, PORCH OPORCH 515 5.F. - 115 S.F. 24o S.F. I 1 K-2'-2"- 13 S A DECK ❑ w z UNGONDITIONE 1 Q z (V G I O tu I I SPACE 3'-4y2" in I Nv I I I 1 NU 1 Ib A DN m I I I Q I ( p z WOOD DECK - - tp w OFFICE cV N �D 3aO S.F. - -- 7= UN mz ,I/ I I I z z Q r m i 3_b I _iUP m I_ 2" -10" 5'-'j�2" Z LLj -40 O - Lip O' 10'-q" A03 2 q' � U r O t►Iu 14 14) RI MAX.b. 5" 02 PROVIDE " THK. ® 0 a D 15) TYPE "X" 5HEETROGK 05 DINING ROOM I \ / ' ( A In AT GARAGE 51OE OF - - - - SHARED WALL d 5 (V , - ON ALL ADJACENT - - z z v WALL5 KITCHEN = �` � ® ® " = PROJECT: - - - - - - - o� � � �� z z CONNECT RANGE TO PANTRY P Z PROPANE , 24 S.F. _— I ry L NV ON. I I MUDD - - - — ,� a o 16�—b" p ti� �` 3 2 \ / I ► R RESIDENCE O `O q O' GL6. to 5 r O - 5M/� I � b MUDoROOM I 2 GAR GARAGE I I /� I o 900 PRIVATE ROAD #26 6��( -mo 5.F. n = " - �-- 4'-O" b O"a—�r -5'-�2" 22 -2'--y2"- 10'-0 I I I i r SOUTHOLD N.Y. 11971 A 5 O UNFINISHED/UNCONDITIONED „ �i r 9 1 SPACE - ►u i3 • r 20 0 lq I� � ) b _ I I (�l C((1 DRAWING TITLE: � TRH x sHEErRocK I I x o - BEDRO I `t ((' N ' - aJ W AT GARAGE SIDE OF Q z PROPOSED FIRST FLOOR PLAN 26q 5p. IN 6 `t� C = m r'- O SHARED WALL d 5' BA F M L LAUNDRY i z O ON ALL ADJACENT E LG OSET la NALK-INBATHROOM I ROOM °j ro 0 145 S.F. 8 — 0 S.F. WA5HIN6 u u„� _ _ _ _I O b STATION Co'��'fti wArERI > u PAGE: CLOSET dJ le) S.F. in •0 23 GL t' 24 A 12 5.,F,'� - O -40A-102m00 15b" � - GL. rL q'-O" BENCH 12 S.F. 30'-4" UP D B O4 15 A DATE: 07/08/22 6 OF 19 8'-0" Ib'-2" 2 2 r (12) RI AX b. 5" ON. OLL ([too 1 14 to A( PROPOSED FIRST FLOOR PLAN 3 FI - 5,115 S.F. HAE31TA5LE SP,4GE; 3,8cf5 S.F. GROSS AREA SCALE: I/4" = I'-o" L. V 74 `rya OF OENERAL 5)'1\IB0L <E�' ' : REFER TO FAGI E A- 104.00 FOR FLAN NOTES I$ Sr-..,HEDULE5 _ :1 EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (L.G. NEYJ FOUNDATION WALL J C6 5TL. WHEN APPLICABLE) 11 NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL y POST FOR 4 WALLS WOOD FRAME (L.G. 5TL. " � � o u') WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL O POST FOR 6" WALL5), U.O.N. _ - = 0 NEW 2-HR FIRE RATED L WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) CL Z I i N O p LJ � O 4-1 Lo O N c6 Q 0 � 0 0 ry W i (TYP) E U2 • - - - I-J - - Hill - 4__J m L I L • 1 + I U SLOPED SLOPED CEILING I CEILING Q \ I n l \ I W E \ GREAT ROOM pcl J 1 \ I ❑ \ I 1Qu z I K = 0-- \ = N \ I I i \ I SLOPED Hill CEILING I—I A-501 / 1 __ A-501 / I �v / I I - - - - - - - _ - I - - - - - - - 2 - / I 1 - I I / � / I / SLOPED I SLOPED m / CEILING I CEILING Q PA, 26 I 1 (TYP) D i I6 I E H �O � 15'-I" w 0 4 l0 v �p (15 Rf I0 AX 8 25" A-40 to 5M/GO ON. (14) Tr ® MIN. 10" � 3 I .11 • H Q PROVIDE " THK. TYPE "X" PROJECT: ' SHEETROGK AT STORAGE SIDE OF WALL (WALL MUD D I LOCATED DIRECTLY ABOVE SHARED GARAGE WALL) 5TOIA GREAABOVE og RESIDENCE UNFINISHED/UNCONDITIONED -Q SPACE �,�� ON. - - - - - - - - - 900 PRIVATE ROAD #26 PROVIDE ACCESS TO M SOUTHOLD, N.Y. 11971 ATTIC. SPACE w/J-HR FIRE RESISTANCE RATING _N � ° DRAWING TITLE: 3 z PROPOSED SECOND FLOOR PLAN aF PAGE: AIIIIIIIIIIIIII103m00 ffflt---- --IMPMUT EITIT5 I I I I HUR R HT �l I HM� Tl� 1� I 1� I 1� 1� 1� 1� 1� 1111 1� I I 1� 1111111 1 1� 1� 1� I 1� 1� li 1� 11111 1� 1� I 1� 1� I i� 11 11 �i I --- E m DATE: 07/08/22 7 OF 19 n o Q � m _ Q D .� A''�+� PA 11 •. _ ,� �iri r. r FROPOSEI7 SECOND FLOOR FLAN 550 S.F. HAE3ITADLE SFACE; 550 S.F. GROSS AREA SCALE: I/4" = I'-o° �0 s ''= ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 4 5TRAPPIN5 •DETAILS. HO TO SELECT INTERIOR 4 EXTERIOR COLORS. **5EE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER. FOUNDATION PLAN NOTES FLOOR PLAN NOTES NATURAL LIGHT VENTILATION **WINDOWS "F, FI, G 4 GI SHALL BE LAR50N SGENIX; INSTALL AS PER MANU. 5PEG.'5; HO TO SELECT COLOR. TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: DOOR NOTE: (HABITABLE SPACES) d - -- -- WINDOW CHART O (2) 2"xb O P.T. SILL PLATES w/COPPER TERMITE SHIELD I. INSTALL NEW INTERIOR DOORS WHEN GALLED LIVING ROOM DINING ROOM 4 KITCHEN 4 SILL SEAL OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). , Q • ANCHOR BOLTS AS PER PAGE 0-005 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED FLOOR AREA 74:15 S.F. w EGRESS • P.CONC. FOUND. WALL AS PER DETAIL UPON OUT ON PLANS BY 'THERMATRU OR EQUAL). w • P. CONC. FOOTING AS PER DETAIL 3.DOOR TYPE TO SELECT J CQ ROUGH OPENING WINDOW DIMENSION CLEAR • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.INSTALL AS PER MANU 5PEG.'s S.F. REG. S.F. PROV. ('7 OPENING • B.O. FOOTING 3'-0" 3 PROVIDE (2) 2" BELOW GRADE MIN. . x8" HDR U.O. N.. . .TAG TYPE MODEL # TEMPERED _ WIDTH REQ'D: 20" LIGHTING;MIN. 8% <I •- • 1/2" EXPANSION JOINT m PERIMETER OF SLAB(WHEN 4.5EE PAGE G-003 FOR ALL OTHER FRAMING 65.6 S.F. 1663 S.F. (\1 WIDTH HEI ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Z) L0 C-�HT HEIGHT WIDTH HEIGHT REQb:24' OF FLOOR AREA OPEN REQb: 5:1 S.F APPLICABLE) - -- - AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / VENTILATION;MIN. O a) A (7) DOUBLE-HUNG l TH210410 l 5'-0 5-O 2-I I 5-O 5.81 STOOPS (WHEN APPLICABLE) WINDOW NOTE: I� � �� � �� � � 4% OF FLOOR AREA 31.8 S.F. 83.5 S.F. _ _c 0 • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN i B (1) (2) DOUBLE-HUNG TW21046 -- 3'-O �" - I� - 4'-8 g" J- -2'-II 4'-8 J" E71 FOR HEIGHTBEDROOM I OF WALL 4 SLAB (WHEN APPLICABLE) 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING O z (AS NOTED); INSTALL AS PER MANU. SPEC. 111 'S. SEE - 1 NOTE #9 IN "GLASS WINDOWS AND DOORS" ON PAGE FLOOR AREA 289 S.F. o- 'cam ,[ G (2) HINDON DOUBLE-HUNG TW2632 2'-8 �" 3'-4- - J - 2'-7 "-- =4j O CONCRETE EGO ORETE APRON SLAB TO TRANSITION PER ORMANGEN 0-002 FOR NIIMUMAREQUINRT W NDOWS - ALL GSMNT S.F. REQ. S.F. PROP. C G N- ---- - _ SMOO Y FROM SLAB EL. To LL VE D (1) (3) AWNING AW41 4'-0 2'-4 4'-O" I 2'-4 2. APRON SLOPE SHALL BE NO STEEPER THAN1:12 2.F DOUBLE AHUNGA ALL DBL�HUN& WNDWS To BE LIGHTING;MIN. 8% � OO 4-J � 3. GROSS SLOPE MEASURED PERPENDICULAR TO TILT WASH OF FLOOR AREA 4-+ N a-'J Lo - 2 S.F. 56b S.F. E (1) PICTURE DHP410410 ( 4'-II j 5'-O �" 1 4'-II 5'-O �" 0 TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 0 CD - - --_- J�-- - --- J 3.ALL GLAZING WITHIN IS OF FF TO BE TEMP. 6L. O (2% SLOPE) 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND VENTILATION;MIN. 11.6 S.F. 15.1 S.F. Q O 5'-O" p 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE WINDOWS (TYP. FOR ALL) U.O.N. 4% OF FLOOR AREA 2 -CARBOX F ( ) N SGENI III��_ - - FREEZE PROOF HOSE BIB: BEDROOM 2 EGRESS NOTE: G (2) ARSON SGENIX ��- - 4'-2" 5'-O" 0 O3 FASTENED w/MASONRY ANCHORS (PRECISE IN COMPLIANCE WITH NEW YORK STATE BUILDING FLOOR AREA 160 S.F. - - n , _-__ . __ - _ LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF W H (I) (2) DOUBLE-HUNG TW210410 5'-0 0 EGRESS SHALL BE FOLLOWED: _ EORE55 WINDOW WELL: S.F. REQ. S.F. PROV. --- - O PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY NET CLEAR OPENINO........... 5.7 S.F. LIGHTING;MIN. 8% J (3) (2) AWNING AW31 3'-0 �" 2'-4 �" 2'-I I f y" 2'-4 �" "ROGKWELL;ELITE SERIES" b6"W.X84"H. OR EQUIVALENT. NET CLEAR HEIGHT............... 24" MINIMUM OF FLOOR AREA 12.8 S.F. 35.3 S.F. --- - - INSTALL AS PER MAN. SPECS. HO TO SELECT COLOR. NET CLEAR WIDTH................. 20" MINIMUM K (I) (3) DOUBLE-HUNG TW2652 2'-8 V-4 2'-7 V-4 STAIR 4 RAILING NOTE: 4%VENTILATION; IFLooR;AREA 6.4 S.F. 11.1 S.F. WINDOW WELL: I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI �J L (2) DOUBLE-HUNG TW2652 2'-8 ill V-4 J" 2'-7 3'-4 5 PROVIDE NEW WINDOW WELL 4 COVER BY "ROGKWELL; 4 MIN. 10" Tr - RISERS SHALL BE CLOSED BEDROOM 3 _ CASCADE 66 SERIES" 6b"W.X36"H. OR EQUIVALENT. 2. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGING - - r - INSTALL AS PER MAN. SPECS. HO TO SELECT COLOR. NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; FLOOR AREA M4 S.F. rI 1 M (I) I TRANSOM TWT20111 2'-2 �" 2'-I �" 2'-I 2'-1 0 56" HIGH HANDRAIL 4 SPINDLE 5PAGING NOT lif _ To ALLOW PASSAGE OF A 4" 4) SPHERE S.F. REQ. S.F. PROP. _- ------ -- - - WINDOW NOTE: �� �� b 3. 6RIPPABLE RAIL AS PER GORE N (U DOUBLE-HUNG TW3046-11 3-2 4-8 3-I 4-8 5.82 a O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN LIGHTING;MIN. 8% • 400 SERIES CASEMENT,DOUBLEHUNG,OR GLIDING SMOKE DETECTOR / GO DETECTOR NOTES: OF FLOOR AREA 15.5 S.F. 51.5 5.F. „ (A5 NOTED); INSTALL AS PER MANU. 5PEG.'S. SEE O4 1. CONTRACTOR SHALL PROVIDE GORE COMPLIANT P (2) GLIDING 052 3-O I-11 2-II I-10 0 NOTE W1 IN "GLASS WINDOW5 AND DOORS" ON PAGE SMOKE /CARBON MONOXIDE CODE DETECTOR VENTILATION;MIN. --- G-002 FOR MINIMUM REQUIRED WINDOW 4% OF FLOOR AREA 7.8 S.F. 14.5 S.F. I -.-l ---- ---- -- -..-- ------ --_--- --------.---- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. U Q (U (2) DOUBLE-HUNG ( TW3852 3'-10 �" 5'-4 �" 3'-9 V-4 PERFORMANCE. IF CASEMENT WINDOWS - ALL 05MNT 2.INSTALL ALL A5 PER MANU. SPEC.'S c _ WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 5CREENED-IN PORCH 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE IN COMPLIANCE WITH LOCAL CODE R (1) =(5) OUBLE-HUNG TW210410 3-O 5'-0 2-I I g 5-O 5.51 TILT WASH FLOOR AREA 240 S.F. 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. • 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND NEW WOOD FLOOR: S.F. REG. S.F. PROV. WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE(2)2"x8" O 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); ^` HDR. U.O.N. SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® LIGHTING;MIN. 5% w Qm EGRESS NOTE: INTERIOR. OF FLOOR AREA 19.2 S.F. 151.9 S.F. IN COMPLIANCE WITH NEW YORK STATE BUILDING 2.NEW FINISHED FLOOR PER H.O. SELECTION VENTILATION;MIN. CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4% OF FLOOR AREA 11.6 S.F. T7.5 S.F. DOOR SCHEDULE EORE55 SHALL BE FOLLOWED: O NEW TILE FLOOR: ------- - ---- ----- --- ---- -- 6 1. NEW TILE FINISH(H.O. TO SELECT) UPON OFFICE NET CLEAR OPENING........... 5.7I S.F. 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON DOOR MATERIAL NET CLEAR HEIGHT............... 24" MINIMUM 3.NEW 4" DUROGK GEMENTBOARD (OR EQUAL) UPON FLOOR AREA 8'1 S.F. - FIRE NET CLEAR WIDTH................. 20" MINIMUM 4.NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); TAG DESCRIPTION MANUFACTURER Q 4 0 RATING NOTES PROVIDE (1) NEW 4 TON HYDRONIG AIR HANDLERS: SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® S.F. REG. S.F. PROV. WIDTH HEIGHT I- d O I. UNIT BY "RHEEM" OR APPROVED EQUAL INTERIOR. LIGHTING;MIN. 8%UJ -I 45 MIN. RATED 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 4 "ZONE 7.0 S.F. 10.5 S.F. l� SELF-CLOSING 2"; SEC. FLOOR "ZONE 3". TYPICAL BATHROOM NOTE: OF FLOOR AREA -- - - -- ---- 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT O I. WALL BOARD VENTILATION;MIN. FIRST FLOOR WATER/BOILER COMBO TO NEW COIL I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN 4% OF FLOOR AREA 3.5 S.F. 5.8 S.F. ALL BATHROOMS OI SWING DOUBLE THERMATRU 5'-O" 7'-o" I • 11 II • PROVIDE NEW WALL-HUNG GAS COMB TUB SURROUNDS COMBINATION TUB INSTALL CONCRETE BOARD IN ALL SHOWERS AND SECOND FLOOR - GREAT ROOM BOILER: 2. SHOWER FLOORS FLOOR AREA 435 S.F. 02 SWING THERMATRU 2'-8" " Fol • 1. BY "RHEEM" OR APPROVED EQUAL 2.1. NEW TILE FINISH (H.O. TO SELEGT) UPON 2.MAX GA5 INPUT: I94,900 BTU/HR.;CONNECT TO NEW 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT 7'-O -- - --- - -_ _-- --- -- PROPANE TANK TOWARDS DRAIN) UPON S.F. REQ. S.F. PROV. - - ----OVERHEAD - 03 &ARA&E HO TO SELECT Ib'-O" 8'-O" • 2.3. WATER PROOF MEMBRANE TO COVER SHOWER LIGHTING;MIN. 8% FOUNDATION WALL OPENING: FLOOR,WRAP DRAIN 4 ATLEAST IS" UP WALLS OF FLOOR AREA 34.8 S.F. 44.5 S.F. 04 SWING THERMATRU 3'-O" 7'-O" • O I. 2'-6"x2'-O" MASONRY OPENING IN FOUNDATION, PROVIDING ACCESS TO GRAWL5PACE VENTILATION;MIN.2.PROVIDE (3) 2"x8" HDR. w/BM. POCKETS® OPENING ONEW LAUNDRY ROOM: 4% OF FLOOR AREAI'f.4 S.F. 2'1.3 S.F. I. NEW WASH/DRY HOOK UP SLIDING DOUBLE ANDERSEN 8'-O" 1E 7'-0" E-11=] -- UNDER-FLOOR AREA VENT5 2.COORDINATE LAUND. ROOM 4 DOOR DIM.s _ _ _ _ ___ ____ _ 10 NEW UNDER-FLOOR VENT RATED FOR 200 5.F. OF w/SIZE OF EQUIP. Ob SWING DOUBLE ANDERSEN 5'-O" 7'-0" UNDER-FLOOR SPACE; INSTALL AS PER MANU. SPECS. 3.PROVIDE HOOK UPS A5 REQ'S PER MANU. AS PER 2020 IRG 405,MIN. I S.F. NET VENTILATION �(��-- OPENING PER I50 S.F. OF OF EACH BUIR AREA RENER. 07 =1 SLIDING 4 PANEL ANDERSEN 12-O 7-O I` • w/ONE VENT WITI fIN 3'-o OF EACH BUILDING CORNER. DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR OS SWING JELD-WEN 2'-6" 7'-0" • jr I-- I II NEW MEGH. AREA: 2 OPENINGS SHALL TERMINATE MIN. 4'-0" FROM ANY _ I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. 3.DUCT SIZE AS PER MANU. 4.DUCT SPEG.'s --- f f S. TTRAN51TIO DALL UCTS HALLPPED NOT BE CONCEALED WIFT THIN 09 POCKET JELD-WEN 2'-b" 7'-O" - �- • I I I� 2.�G}1ANIIGAL'UN�S AS PER NY5" CLEARANCE N FRONT MO306.1 OF 111 IIIJJJ CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - - - -- - - - - „ �� 1 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES SWING JELD-WEN 2-O 7-O • u CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 10 REQUIRED PER NYS MG 804. SHALL BE LIMITED TO SINGLE LENGTFfs, NOT TO � - 4.DISCONNECT,REROUTE, 4 RECONNECT EQUIPMENT TO Z :r EXISTING PIPING AS REOV EXCEED 8 FEET AND SHALL BE LISTED AND LABELED I I SWING JELD-WEN 2-6 7-O ��� IN ACCORDANCE WITH UL 2158A. g - LLL���� 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID TYPICAL MECHANICAL AREA NOTES: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS V 12 SLIDING DOUBLE JELD-WEN 5'-O" 7'-O" • I. FOR kV. FR. FLOOR - PROVIDE I/2" GONG. $D. BY RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I A "DUROGK" (OR EQUAL) DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL BARN DOOR , „ - 2. FOR WD. FR. WALLS - PROVIDE (U LAYER OF 5/8" 5CREN5 13 DOUBLE HO TO SELECT 4-4 7-O • TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER -- - l S. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. LOCATION To THE WALL OR ROOF TERMINATION. THE 14 SWING JELD-WEN 2'-6" 7'-O" L • 5PEG.'s AND AS PER NY5 MECH. AND FUEL GA5 CODE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 LLL 4. WHEN EXIST.,MEGH. EQUIP. SHALL BE VERIFIED THAT FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 90" IT CONFORMS TO NY5 MECH. AND FUEL GAS GORE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES Q 15 BARN DOOR HO To SELECT 2'-4" __i -_ 7'-O" ���� 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE NOT INCLUDE THE TRANSITION DUCT. _--_..--- __- --__--__- -----------_-----__.---- -----.------ FRESH AIR INTAKE FROM EXTERIOR Ib SWING JELD-WEN 2'-6" 7'-O" I • I 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL lIJJ EMERGENCY SHUT OFF SWITCH O NEW ATTIC AGGE55 - PULL DOWN STAIR: PROJECT: - 7. FOR 6A5 SERVICE,PROVIDE GA5 SHUT OFF SWITCH r I. MIN. 350 # CAPACITY 17 I SWING JELD-WEN 2'-0" 7'-O" • Ej -- 8. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER 2.51ZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. r CLEARANCES AS PER CODE 22"x30") MUD D 15 SWING JELD-WEN 2'-0" 7'-O" �I a. PROVIDE 3 FLOOR DRAIN T REQ'D BY EQUIPMENT 4 3.DBL. FRAMING WHEN NEW OPENING 111 ����JJJ CONNECT TO SANITARY SYSTEM AS PER NY5 4.INSTALL AS PER MANU. SPEG.'s PLUMBING CODE 5.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 RESIDENCE 19 POCKET JELD-WEN 2'-0" 7'-0" - 1 1f 12 FLOOR EOO 6UDA�1� FLOOR DRAIN w/3" TRAP PROVIDE 8" HORIZONTAL PAINTED SHIPLAP 20 BARN DOOR HO TO SELECT 2'-4" 7'-O" �• i�l to FOYER WALLS; INSTALL ® BOTTOM HALF OF - LL _ 111 LLL _ WALL UP TO 40" HI67H 900 PRIVATE ROAD #26 21 SWING JELD-WEN 2'-O" 7'-D" • PROVIDE 120 GALLON HOT WATER 5TORAGE TANK; 13 INSTALL AS PER MANUFAGT. SPECS II PROVIDE 5" PAINTED PANELING ® CEILING OF SOUTHOLD, N.Y. 11971 22 DOOR DOUBLE l --- JELD-WEN 4'-0" 7'-O" WATER METER: GREAT ROOM POCKET I�u 14 I. INSTALL NEW WATER METER :25 51-FOLDING JELD-WEN 5'-O" 7'-O" • U� 2.INSTALL AS PER NY5 PLUMBING CODE DRAWING TITLE: L�J1���11 12 PROVIDE GHAIRRAIL AND PAINTED PANELING AT 24 BI-FOLDING JELD-WEN 5'-O" 7'-O" - LOWER HALF OF POWDER ROOM WALLS PLAN NOTES &SCHEDULES LLB- PROVIDE 500 GALLON BURIED PROPANE TANK; CENTRAL VAGGUUM SYSTEM. MAIN COLLECTOR 25 SWING JELD-WEN 2'-8" 7'-O" 0 15 INSTALL AS PER MANUFAGT. 5PE05 ® A MINIMUM OF 13 TO BE INSTALLED IN GARAGE. PROVIDE (1) --- - --- -- --- ----- 10-O FROM EXTERIOR OF HOUSE OUTLET PER EVERY 600 S.F. PER FLOOR SECOND FLOOR ENERGY RECOVERY VENTILATOR: PROVIDE (1) 4 TON A/C, CONDENSER: I. PROVIDE ERV FOR ENTIRE HOME S.F. 14 I. UNIT BY "RHEEM" OR APPROVED EQUAL 26 SWING DOUBLE JELD-WEN 4'-O" b'-8" • 2. MODEL BY "LENNOX" OR EQUIVALENT; 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 4 "ZONE PAGE: INSTALL AS PER MANUF. SPECS $ASEM=NT 3.2 4 SECOND FLOOR ZONE 3 INSTALL AS PER MANUFACTURER SPECS f lI l ( 4.INSTALL UPON CONCRETE PAD AS PER DETAIL ��® 27 SWING THERMATRU 3'-O" 6'-8" UI I . 00 111 IIJJ ELECTRICAL METER: 15 PROVIDE NEW ELEG. METER AND PANEL AS PER NY5 MECH. CODE, 4 UTILITY GO. STANDARDS DATE: 07 08 22 THERMOSTAT: H OF 19 I6 I. PROVIDE THERMOSTAT FOR 3 ZONES;ZONE I - MASTER BEDROOM SUITE, ZONE 2 FIRST FLOOR 4 ZONE 3 SECOND FLOOR 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF.SPECS R 46 ��. 0374r 5 OF N� Q w LLI C6 J cy) Q 4-r O O i cy- >- � ' ` p O Z O a co \ \ O N oel O \ � O � r- ' � W ca Lo I Q O W L — -J —0 U •- (a) - 4-J m U c 0 O F.F. H WM 11THI WiH 11111 20 li f EAST ELEVATION (FRONT) SCALE: 1/4" = I'-O" ELEVATION NOTES ONEW SIDING SEE AL50 NOTES AT SECTION; BOARD 4 BATTEN;H.O. TO SELECT COLOR FINISH H O NEW ROOFING NOTE TYP. : z w SEE ALSO NOTES AT SECTION; w METAL ROOFING; H.O. TO SELECT COLOR FINISH ONEW 6" SEAMLESS GUTTERS 4 DOWNSPOUTS; v ALUMINUM SQUARE;H.O. TO SELECT COLOR OSTRUCTURAL COLUMNS $ HEADERS TO HAVE `} NATURAL WOOD FINISH iu NEN t— RP TO 4 STEPSTOB SELECTED; Q OO CONTRACTOR TO BID TREX, IPE a NATURAL WOOD O6 NEW FRONT PATIO 4 5TEP5 TO BE SLATE I Ili L I I PROJECT: O PROVIDE CONGEALED FLASHIN& AT ALL ROOF MUDD RESIDENCE OWINDOW 4 DOOR TRIM (TYP) I. 5/4x5 'AZEW PAINTED (OR EO) PROVIDE AT ALL WINDOWS # DOORS i (( CHIMNEY HEIGHT 900 PRIVATE ROAD #26 9 CHIMNEY SHALL EXTEND MIN. 3'-0 VERTICALLY ABOVE ,, � 2 SOUTHOLD, N.Y. 11971 ALL NEW CRICKET ELEMENTS IT IN ) '-0" MEASURED HORIZONTALLY Li-I\ 1-IJI-J, 10 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD �. _ LAPPED IS" IN ALL DIRECTIONS 4 FULLY FLASH. O j dJ _— Ll DRAWING TITLE: EOREO DE NEN O PROVIDE HINDOW WELL d COVER BY \ I PROPOSED EXTERIOR ELEVATIONS I I "ROCKWELL;ELITE SERIES" 66"W.X84"H. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. HO TO SELECT COLOR. .. I 111H ---- 711 , 1 1 1 1 1 1 1 1 1 1 1 1 1 WINDOW WELL: 12 O I) 3 PROVIDE NEW WINDOW WELL � COVER BY ROGKWELL; CASCADE 6b 5ERIE5" 66"W.X56"H. OR EQUIVALENT. 111 Ni ,- INSTALL AS PER MAN. 5PEC5. HO TO SELECT COLOR. — - PAG E: 13 STAIR RAILING 8 POSTS TO BE ALUMINUM;H.O. TO OI SELECT COLOR FINISH A-201.mOO DATE: 07 08 22 00 / / 9 OF 19 0 13 F.F. `` NORTH ELEVATION (R I OBIT SIDE) 4`~: E} ,r►� �� �_ SCALE: 1/4" = P-O" O F N E�� 0 Lu cc CIO < 4-j -E clu Lo 0 o 0 O Z 0 co >1 2 c n c\j 0 o :E (b \ II -c 0 4J 4-J c\1 c 0 cc < L -0 it it it it it it it it it it it II it it it it it if 1 11 11 if it if it it If 11 it it It 11 11 11 11 11 11 11 11 11 1 11 11 It 11 11 11 1 11 11 11 11 fill LQL C) (a) . . . . . . . 4-J M , I � illl C) c 0 O I r ) El LEI ❑ ❑ ❑ El E1 :L:11 ❑ ❑ ❑ 11:-�] Ell F.F. DE 11-111[]] 1:❑1 E❑11:❑10 i I III III rl illy III I NF-5T ELEVATION (REAR) SCALE- 1/4" = 1'-0" ELEVATION NOTES U, O NEW SIDING z w SEE AL50 NOTES AT SECTION; BOARD 4 BATTEN; H.O. TO SELECT COLOR FINISH 0 NEW ROOFING NOTE (TYPI SEE ALSO NOTES AT SECTION; METAL ROOFING; H.O. TO SELECT COLOR FINISH ONEW 6" SEAMLESS CUTTERS 4 DOWNSPOUTS; I I I ed ALUMINUM SQUARE; H.O. TO SELECT COLOR ol. STRUCTURAL COLUMNS 4 HEADERS TO HAVEO 000 NATURAL P400D FINISH PROJECT: ONEkq REAR PATIO 4 STEPS TO BESELECTED; CONTRACTOR TO BID TREX, PE 4 NATURAL PqOOD MUDD o" 60 NEW FRONT PATIO 4 STEPS TO BE SLATE olo ool 000l 111-4 PROVIDE CONCEALED FLA5HINO AT ALL ROOF o' a loo oo'o O INTERFACES. 10 I oo, 900 PRIVATE ROAD #26 OWINDOW 4 DOOR TRIM (T*T'P) SOUTHOLD, N.Y. 11971 I. 5/4x5 'AZEK' FAINTED (OR EOJ PROVIDE AT ALL WINDOWS 4 DOORS CHIMNEY HEIGHT DRAWING TITLE: O CHIMNEY SHALL EXTEND MIN. 5'-0" VERTICALLY ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED HORIZONTALLY PROPOSED EXTERIOR ELEVATIONS NEW CRICKET o-11 0000 10 2"x4" FRAMING a 16" O.C.;PROVIDE ICE SHIELD LAPPED 1W IN ALL DIRECTIONS t FULLY FLASH. EGRESS WINDOW WELL: II PROVIDE NEW EORE55 WINDOW WELL 4 COVER BY .'ROCKWELL;ELITE SERIES" 66"KX954"HI. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. HO TO SELECT COLOR. PAGE: @WINDOWCI WINDOWWINDOWNELL:PROVIDE NEW WINDOW WELL 4 COVER BY "ROKI^ELL; A IN 2® ■ ®® CASCADE 66 SERIES 66"N.X56"H. OR STALL AS PEP, MAN."SPECS. HO TO SELECTEGUIVALENT.COLOR. 00 IO U F STAIR RAILING 4 POSTS TO BE ALUMINUM; H.O. TO 13 SELECT COLOR FINISH DATE: 07/08/22 10 OF 19 7— aV:--D At�e M. Q') ''� t% cr IN SOUTH ELEVATION (LEFT Slr7E) SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES NEW ROOFING NOTE (TYPJ: OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA 0 W UP TO 24" FROM INSIDE FACE OF STUD ALL W W co AND AT VALLEYS OVER PROVIDE 51MP50N H55.12X TOP-FLAN(5E J 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER HANGER TO CONNECT CRO55-6ABLE Cy) 4. 1/2" GDX PLYWOOD 5HEATHIN5 (BLOCK ALL RIDGE TO MAIN RIDGE;SELECT HANGER Q +1 HEIGHT PER BM. ELEVATION DIFFERENCE. PROPOSED RIDGE HEIGH N SEAMS) ----------------------------------- 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REG'D) -_-- - _ - ® ELEV. +25.7' O � Lo b. PROVIDE RIDGE VENT (A5 REO'D) — _ 7. FLASH ALL VALLEYS - O POST TO 12 BEAM RESULTS IN A SPLIT i }- 95.IN5TALL DRIP EDGE (BLACK) AS REOV RIDGE I IN CONTINUOUS TOP PLATE; p c Z O 5.5 ' a. INSTALL ALL A5 PER MANU. 5PEG.'s TYPICAL ROOF Q CEILING CONSTRUCTION: PROVIDE SI AC ON 5 BE STRAPPING ACROSS SEAM,20 •� Y � O • NEW ROOFING AS NOTED CONNECTING BOTH TOP � • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD BEAM BELOW P05T TO RIDGE AS PER STRUCTURAL PLAN PLATES d BEAM TOGETHER. O O ' (1 SEAMS) - _ O E-- • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 8 N cu INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) c • PROVIDE R-441 BATT INSULATION WHERE ATTIC SPACE - Q T O ALLOWS w/2" SPRAY FOAM AT EAVES;WHERE SPACE IS INSUFFICIENT FOR BATT INSULATION,PROVIDE SPRAY - FOAM INSULATION TO ACHIEVE R-41. 2 O TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): PROPOSED SUNROOM RIDGE HEIGHT 5 " -------------- ' m 4 CONNECTION 'CI' • UPON "TYVEK" HOUSE W -------- 0RAP (OR EQUAL) dJ PER PAGE 6-005 n 1 VJ • UPON 1/2 GDX PLYWD. SHEATHING (BLOCKING® NEW STUD TO ALL PLYWD SEAMS) FLOOR ASSEMBLY • 2'xb" STUDS ® 16" O.G. w/ DBL. TOP PLATE • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-II BATT INSULATION;TOTAL R-25 12 PROPOSED FINISHED SECOND FLOOR - 4 --------- ELEV. +12.1' 4J "0 • 5/5" GYPSUM 5D. WALL FINISH ONEW SIDING NOTE (TYP.): n , I. INSTALL NEW 51DINO AS GALLED OUT ON I W ELEVATIONS t 2. "TYVEK" HOUSE WRAP (OR EQUAL) - -- - --- - ----- - _ I I 4—, 5. INSTALL ALL AS PER MANU. SPEC.'S L 4.PROVIDE ALL NECE55ARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION o ry A-4o2 U WALL = IL VING ` PROPOSED FINISHED FIRST FLOOR CONNECTION 'C2' AS - PROPOSED FINISHED FIRST FLO TYPICAL FLOOR CONSTRUCTION: PER PAGE G-oo5 - ROOM 41 -------------OR �— _ ELEV. +2.1 O • NEW F.J. PER PLAN � NEW STUD TO 0 V 0Ii 9 • 3/4" GDX PLYWD SHEATHING (BLOCKING® ALL � PLYWD SEAMS) \ FLOOR ASSEMBLY / •(n • F.J. AS NOTED ON PLANS (® SPANS OVER 8' =�y SCREENED-IN INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) WOOD DECK PORCH -- = COVERED • PROVIDE R-SOG BATT INSULATIONi 1�=- - - FOYER PORCH - • SPRAY FOAM AT RIM J0I5T,PERIMETER OF XA BUILDING PITCH BASELINE --' CONNEGTI ON 'D I' A5 I .' - GRADE BASELINE PER PAGE G-003 PITCH 5 COMPACTED�I ELEV. +O.O' CRAWLSPAGE NEW STUD TO FILL I147 -G�DE z FLOOR ASSEMBLY 21 A-402 A-402 BASEMENT BASEMENT FINISHED FLOOR Ej -------------------- ELEV. -7.0' SECTION I-I/A-5O 1 SCALE: 1/4" = 1'-0" z w O c.� I I Q 0 PROPOSED RIDGE HEIGHT 12 � - - � -----------------------------------E�Ev.+20.6' PROJECT: - - - - --. MUDD PROVIDE FALSE R.R. ATTACHE �,11.1 RESIDENCE TO RAISED G.J. d LEDGER BD. _ (ATTACH TO LEDGER w/FACE MOUNT HANGERS) TO CREATE LOPED CEILING MIRRORING TRUE R.R. ON OPPOSITE KITCHEN WALL 900 PRIVATE ROAD #26 - 5 CONNECTION 131' AS PER PAGE G-003 SOUTHOLD, N.Y. 11971 NEW R.R. TO G.J. LIVING ROOM; _ DRAWING TITLE: FOYER BEYOND ATTACH G.J. TO BUILDING SECTIONS LEDGER BOARDS U51NG FACE MOUNT HANGERS r i PAGE: 0 0 [El 0 DI MASTER 30 :lm0 BEDROO 3 KIT HEN BEDROOM PROP. FINISHED FIRST FLOOR PITCH Z5 i sus sus sus s( s Sys suss �5' `15 sus sus suss SC s sus s s 'N `( N s sj s ib� `&1S ,77 s s s ` 5 PITCH ELEV. +2.1' GRADE °. GRADE BASELINE DATE: 07/08/22 11 OF 19 X ELEV. +O.O' CRAWLSPACE 9 ' dc, P�fl t ^� ✓,h BASEMENT BASEMENT FINISHED FLOOR ------------ �_ G f: �� _ _.,,,:rG/ O F N SECTION 2-2/A-50I SCALE: 1/4" = 1'-0" d Q W W Jcu QQ.' � N O O -J 0 z0 .co cv GONNEGTION 'A' AS O O PER �PACE 6-005 c- 0 ' Cfl NEW RIDGE -J CV L!) - _—_-----_------ PROPOSED RIDGE HEIGHT Q 0 r -- --- ELEV. +20.3' --- 12 12 E3 U •- o oi��o TP - U c 0) lL CONNECTION VAS W PER PACE 6-005 Q ENED-IN r NEW STUD TO FLOOR ASSEMBLY PITCH % S W5W5 1,1 w '7 PITCH ��PI6RADE =-_-_- PITCH E GRADE—�_ cv 2 GAR GARAGE GRADE�_ BASELINE ELEV. +O.O' Oz L - — - - - - - - - - - - - - - - - - - - - - - SECTION 2-2/A-502 SCALE: 1/4" = I'-O" SECTION I -I/A-502 SCALE: 1/4" = I'-O" BUILDING SECTION NOTES NEW ROOFING NOTE MT.): OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 1.2 3. INSTALL 15 # BUILDING FELT (U.O.N) OVER w w 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) o 5. GAP SHINGLE OVER RIDGE Q HIPS (AS REO'D) v 6. PROVIDE RIDGE VENT (AS REO'D) -I. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE (BLACK) AS REOV 9. INSTALL ALL AS PER MANU. SPEG.'s tii TYPICAL ROOF 4 CEILING CONSTRUCTION: Q ONEW ROOFING AS NOTED p • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) PROJECT: • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 8' PROPOSED RIDGE HEIGHT INSTALL "X' BRIDGING ® CENTER OF SPAN,U.O.NJ ------------------------------------ • PROVIDE R-4a BATT INSULATION WHERE ATTIC, SPACE ELEV. +20.3' MUD D ALLOW5 W 2" SPRAY FOAM AT EAVES;WHERE SPACE 15 \ INSUFFICIENT FOR BATT INSULATION,PROVIDE SPRAY FOAM INSULATION TO ACHIEVE R-49. TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): _ RESIDENCE O • UPON "TYVEK" HOUSE WRAP(OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® _ ALL PLYWD SEAMS)• 2" STUDS ® I6 O.G. w/ TOP PLATE P• PROVIDE 2" (R-1 R 900 PRIVATE ROAD #26 SPRAY FOAM R-14);PLUS -II BAIT r INSULATION;TOTAL R-25 2 SOUTHOLD, N.Y. 11971 • 5/8" GYPSUM BD. WALL FINISH i�dvS4WvV�l�: ATTIC GREAT ROOM ONEW SIDING NOTE (TYPJ: 1. INSTALL NEW SIDING AS GALLED OUT ON IN DRAWING TITLE: ELEVATIONS 2."TYVEK" HOUSE WRAP (OR EQUAL) BUILDING SECTIONS 3. INSTALL ALL AS PER MANU. SPEG.'s R] H] 4. PROVIDE ALL NECESSARY TRIM FOR PROPER 3 INSTALLATION 5. S51D`IN6 SHALL EXTEND TO TOP OF FOUNDATION Gl) u ia V `ti TYPICAL FLOOR CONSTRUCTION: 5 • NEW F.J. PER PLAN PROPOSED FINISHED FIRST FLOOR o 0 0 0 OFFICE PAGE: 0 O • 5/4" GDX PLYWD 5HEATHINO(BLOGKINC ® ALL ELEV. +2.1' PLYWD SEAMS) 0o _o e �k 11 �® . • F.J. AS NOTED ON PLANS(® SPANS OVER 8' `\ 5 I 0 I �� 8 0 V I 0 _ INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) FOYER: • PROVIDE R-30G BAIT INSULATION BEDROOM .2 • SPRAY FOAM AT RIM JOIST;PERIMETER OF AU RY --- — MUD OM / LIVING ROOM BEYOND BUILDING - --- - -- -- m ° W5 W5 'N5 s s s s s s(us s s s s s s DATE: 07/08/22 12 OF 19 BASELINE ELEV. +O.O' \ / X �n o �F—D Ah' 5 -- 4fj ! I BASEMENT FINISHED FLOOR _- - BASEMENT �'3; b q SEOTION 5-3/A-502 SCALE: 1/4" = I'-O" r Q FLOOR SYSTEM AS FLOOR SYSTEM AS FLOOR SYSTEM AS , FLOOR SYSTEM AS NOTED ON PLAN NOTED ON PLAN NOTED ON PLAN NOTED ON PLAN W NEW 5TL. GAP PL. 'A', 'B', NEW 5TL. GAP PL. 'A', 'I NEW STL. GAP PL. 'A', 'B', NEW STL. GAP PL. 'A', B', W cc ' FLOOR WOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM FLOOR WOOD BEAM OR 'I (PER BEAM AS NOTED ON PLAN OR G' (PER BEAM AS NOTED ON PLAN OR 'G' (PER BEAM AS NOTED ON PLAN OR 'G' (PER BEAM AS NOTED ON PLAN Cy) CONFIG) WELDED TO COL.; CONFIG) WELDED TO COL.; CONFIGJ MELDED TO COL.; CONFIG.) WELDED TO COL.; Q dJ SEE GAP PL. DETAILS SEE GAP PL. DETAILS SEE GAP PL. DETAILS SEE GAP PL. DETAILS NEW 3-1/2" O.D. 50H 40 NEW 3-I/2" O.D. 50H 40 NEW 3-1/2" O.D. 5GH 40 NEW 3-1/2" O.D. SCH 40 O N NEW BASE PLATE 'A' HOT DIP OALV. STL. COL. NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. NEW BASE PLATE 'A' HOT DIP OALV. 5TL. COL. O WELDED TO COL.;SEE (A5TM AI23) AS PER WELDED TO COL.;SEE (A5TM AI23) AS PER WELDED TO COL.;SEE (ASTM AI23) AS PER _ FOUND. PLAN BY 51M5 WELDED TO COL.;SEE (ASTM AI23) AS PER � � Q FOUND. PLAN BY 51M5 BASE PL.DETAILS FOR FOUND. PLAN BY SIM5 BASE PL. DETAILS FOR BASE PL. DETAILS FOR FOUND. PLAN BY SIMS SASE PL. DETA�LTING BOLTING STEEL (OR EQUAL) i C9 STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) NEW 4" P. I NEW 4" P. NEW 4" P. .- " 0 O Z Q PROVIDE GOLD JOINT CONC. SLAB PROVIDE OLD JOINT GONG. SLAB PROVIDE GOLD JOINT GONG. SLAB PROVIDE GOLD JOINT GONG. SLAB C6 AT ONC. SEAMS (TYP) AT CONC. SEAMS (TYP) AT GONG SEAMS (TYP) AT GONG. SEAMS (TYP) � N O Q 4-' CI e .J. °°L� ° • • • • s ° ��l• �L� e d ° •°° �I I� ° 8 • •.J° v •� Q 0 O ° • •° � c\j co L�' \ s ° 4" GRAVEL BASE vp NEW (3) #5 HOR. 4" GRAVEL BASE a . 4" GRAVEL BASE e 4" GRAVEL BASE .p q - REBAR UPON (5) #5 ° �- ~-'� ° ' COMPACTED FILL -�-` T___�_ - . _ _ COMPACTED FILL �_ �COMPACTED FILL HOR. REBAR(b TOTAL.) ' - a - ° m• n , NEW 24"x24"x12" NEW SO'x30"x0" i - NEW 36"x36"xib" NEW 42"x42"x1 l" W NEW(4) #5 HOR. " - I I ( I I I " _ NEW (5) #5 HOR. REBAR DEEP P. GONG. PAD ( I I ( I I NEW (6) #5 HOR. REBAR L � DEEP P. GONG. PAD DEEP P. CONC. PAD � - DEEP P. Oil. PAD FTG. (MIN. 4,000 PSI) COMPACTED FILL FT6. (MIN. 4,000 P51) REBAR UPON (4) #5 FTG. (MIN. 4p00 PSI) UPON (5) #5 HOR. FTG. (MIN. 4,000 PSI) UPON (b) #5 HOR. HOR. REBAR (8 TOTAL) 111 (10 TOTAL) REBAR (12 TOTAL) STEEL COL. 4 2411x24"x12 " FTO. DETAIL. 2 STEEL COL. 30"x50"x18" FTO. DETAIL 5 STEEL COL. 56 "x36 "x18" FTO. DETAIL4 STEEL COL. 4 4211x42 "x18" FTO. DETAIL -�—�' -0 A_ 401.00 SCALE: 5/411 = I'-O" A-401.00 50ALE: 5/4" = 1'-0" A-401.00 SCALE: 514" = 1'-0" A-401.00 SCALE: 5/4" = 1'—O" PROVIDE BEAM SPLICE 811 CENTERED ABOVE COL. PROVIDE BEAM SPLICE 811 PROVIDE BEAM SPLICE 811 WHEN NOTED ON PLANS CENTERED ABOVE COL. (4) 5/5" H.D.G. LAG CENTERED ABOVE COL. " I I WHEN NOTED ON PLANS WHEN NOTED ON PLANS B TS H.D.G. LAC -N " /2" _ 8 (4) 3/8" H.D.G. LAC BOLTS (PREDRILLED) BOLTS (PREDRILLED) V4" BOLTS (PREDRILLED) = I = I/2'I — O /�—�\ — I II 5-1/2" O.D. 50H. 40 I2 O O HOT DIP OALV. 5TL COL. (A5TM AI25) - - - - (2) #6 VERT REBAR EXTENDING — �- 1 I AS PER PLAN /r _\_ TO TOP OF FOUND WALL, I I,. I I \� • WELDED TO FL. a I I I f / j DIRECTLY BENEATH STEEL V J - - - - - - a"5"x55E11PL BASE,OR ON STRUCTCOLUMN BASE URAL INDICATED T S ° d I I • �I I e FOF OUND2LATE, P05T REBAR E 5" ( d PICONG. FT6R PROVIDE 3" (MIN.) ONG. COVE 3 8" THK. PL. 1 I/ II 3/8 THK. H.D. •.II �I 'S Q YQ 515" THK. PL. „ „ 3/8" THK. PL. I I I 1 I 3/8' THK. H.D. ° i i .0. .I OALV. PL. I I y,4 3/8 THK. H.D. /4 (2) #b BENT REBAR `I I -1 I/411 OALV. PL. � OALV. PL. O 0 (4) I/2" HOOKED ° ANCHOR BOLTS , GAP PLATE 'A' GAP PLATE S' GAP PLATE 'G' EMBEDDED INTO d. I I. ' I I . P. GONG. WALL AS FOOTING MIN. 4" W/ I I PER DETAILS FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL � OVERSIZED WASHE °:zI i� I I LVL LUMBER OR (2) 2 WIDE DIMEN51ONAL LUMBER LVL LUMBER OR (5) 2 WIDE OR (4) 2 WIDE LUMBER OR (5) 2 WIDE OR (4) 2 x WIDE DIMENSIONAL III I Id „ II II II 11 AND END NUT 5ETU (5) #5 HOR. REBAR UPON (5) #5 HOR. DICULAR HITHIN DIMENSIONAL LUMBER OR 5.25" WIDE P5L LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE SASE PLATE 'AI ENLAARGED P.ICONC. PNo S G.;PROVIDE ° . III° I b• LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER ADDITIONAL REBAR BE51DE CONT. HOR. - REBAR FROM CONT. FTG. AS REO'D. °. IIII I I A. <O I{II .A • ° PROVIDE STRAPPING 3 NAILING IIII I I '° I STEEL COLUMN GAP BASE PLATE DETAI S AS PER CONNECTION b' IN � •I Ilf q°I I PROVIDE 3" (MIN) CONC. COVER TYPICAL NAILING/STRAPPING A_4O1 00 REQUIREMENTS FOR UPLIFT, 50ALE: 5" = 1'-0" ulI 1 OF ALL REBAR WITHIN P. CONC. SHEAR, d LATERAL RESISTANCE" a. FOUND. WALLS d P. GONG. FTG'S. ON PAGE G-003 ® EA. STUD. P. GONG. CONT. FTG. I I I I AS PER DETAILS NEW(2) 2"xb" P.T. SILL PLATES L 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER ___________________________ r.L TERMITE SHIELD b"xb"-IOxIO W.W.M. BETWEEN 36"x36"x18" DEEP P. GONG. PAD = NEW 5/8"O HOOKED ANCHOR (5) #5 HOR. CONT. REBAR FTG. (ENLARGED PORTION OF P. CENTER d UPPER�OF SLAB BOLTS ® 3a" O.G. W 3" SQUARE WITHIN P. CONC. CONT. FTG. AS GONG. CONT. FTC,) (MIN. 4,000 PSI) SECURED IN PLACE DURING POUR WASHER d ENDNUT PER DETAILS;COORDINATE 6 MIL POLY ASPHALTIC DAMP PROVIDE 3" (MIN) GONG. COVER LAYOUT WITH REINFORCEMENT MOISTURE RETARDER PROOFING TO EXTERIOR OF ALL REBAR WITHIN P. CONC. WITHIN ENLARGED PAD FTG. _O FOUND. WALLS d P. CONC. FTG'S. PROVIDE 5TRAPPING d NAILING J. AS PER CONNECTION 'D' IN °f"� "TYPICAL NAILING/STRAPPING d ° I PROVIDE INSULATION 741 GRADE BETWEEN CAVITIES REQUIREMENTS FOR UPLIFT, C II PER ENERGY TABLE SHEAR, a LATERAL RESISTANCE" 2'-0" LAP II ° 1 (WHEN APPLICABLE) ON PAGE 6-003 ® EA. STUD. (TYP) - 4' GRAVEL BASE IId 8 #4 HOOKED VERT. REBAR® 48" O.G. °II I - -�c �I `LL�R� D GO1�T11�0005 �OOTI NC DETAIL N ?.-401.00 11 ,. ° _ FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES _ �_ „ H II NOTED ON PLAN UPON SILL SEAL UPON COPPER ----------- }--- SCALE: 3/4 - I O Z #4 HOR. CONT. REBAR® TOP � _ II _ - TERMITE SHIELD t jl g BOTTOM OF WALL (2 TOTAL) II.< _ O_z I I II I P. GONG. FOUND. WALL I I I° = NEW 5/8"� HOOKED ANCHOR --------- (MIN. 4,000 P51) d II, BOLTS ® 3Q" O.G. w/3" SQUARE ----------- -- -- - _ WASHER S ENDNUT I II II P. CONC. CONT. FTG. (MIN. 4,000 PSI) I I jI °II. - J ------- - (3) #5 HOR. CONT. REBAR - JI I I I I 1 q —J, a • e ° -� jl a #5 REBAR (TYP) I I HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS 0 PROVIDE STEPPED FOUNDATION WALLS 6'1 OR GREATER IN HEIGHT WITH #5 BENT I I j I ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: PROJECT: REBAR (TYP) _I `- I I I - PROV. GLEAN ° I{ a GRADE N I NEW#4 CONT. HOR. REBAR b'-8": #4 REBAR® BOTTOM,MIDDLE, E TOP OF WALL (3 TOTAL) COMPACT FILL - ---2'_0 �L II _ I I ® TOP d BOTTOM OF >g': #4 REBAR ® BOTTOM, MIDDLE THIRDS, d TOP OF WALL (4 TOTAL) NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) MUDD WALL (MIN. 4,000 PSU - I^I NEW#4 VERT. REBAR ® 45" RESIDENCE FOUND. Y `BALL ETA I L (OARAOE) d Q.G. (TYP),HOWEVER,WHEN A-401.00 I NEW FOUND. WALL GRADE ABOVE FTG. SCALE: 3/4" = I'-O" 'jt . _ EXCEEDS 6'-0", INCREASE TO I ° ° a . ° °. . #b VERT REBAR ® 52" O.G. 900 PRIVATE ROAD #26 #b HOOKED VERT. I .. ° •. . ' ° <d ° . ° d ° REBAR ® 52" O.G. II° NEW#5 HOR. REBAR q ° ., ° a a ° °" • .q .. a. <. PROVIDE STRAPPING d NAILING d I{ SPACED VERTICALLY ° ° d " ° a .n - PROVIDE 3" (MIN.) CONC. COVER AS PER CONNECTION 'D' IN II >_°-�L-===�-_--`--�=- - `---- _��__ ___________^___�__=__`__ -- --- - SOUTHOLD, N.Y. 11971 OF ALL REAR WITHIN P. GONG. "TYPICAL NAILING/STRAPPING I e ° d 1' II • 'd. ° GRADE I ( CORNER CONNECTION EPDXY PIN 4' INTO n m q .'a 9I ° ,.° d FOUND. WALLS 8 P. CONC. FTG'S. REQUIREMENTS FOR UPLIFT Q', a' q •d< I: -X- ADJOININ6 FOUND. ° II °a. ° II ° °- SHEAR, d LATERAL RESISTANCE" �I Q a °. "° , ' ° d WALL U51NO QUIKRETE . _ II °° II DRAWING TITLE: PROVIDE INSULATION BETWEEN ON PAGE 6-003 ® EA. STUD. 1 __ _-_- ' i l ' •a :.• " 11 a ° CAVITIES PER ENERGY TABLE ° ASPHALTIC DAMP I HIGH-STRENGTH d° II I a (WHEN APPLICABLE) NEW (2) 2"xb" P.T. SILL PLATES PROEXTERIOR INO TO ' ° _ ANCHORING EPDXY Via.° 'a q II II ° d qll ° O °. Bell . ° d. ° II ° °'°. FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER I�. -- °° d II ° I e:< a. (OR EQUAL) II • d' II DESIGN DETAILS tlq a .a '. d° 11 NOTED ON PLAN TERMITE SHIELD II.. # II : a f° ° if q ° • ° 5 REBAR (TYP) 2'-O" LAP ',�. 11 q'q 'a. ° 'd ° II' ° °, ° ,9 q a ° ° a II dll d° a Z II 11 NEW 5/8"(P HOOKED ANCHOR II (TYT') _ =--I=_ . II ` _ d a c "II °` °a II.. 11 °. BOLTS ® 39" O.G. w/ 3" SQUARE ° I° �q a ° d I I° . ° 11 a< . . ° ° ' .. WASHER d ENDNUT I -- ° MIN. a --- a----------- P. GONG. FOUND. WALL - z ------ - -{ -- ..' ° {I -Q -r-------- 11. a .11 .. ASPHALTIC DAMP (MIN. 4,000 P51) s {� - - - I I I it ° d ° d II 1-42 PROOFING TO EXTERIOR II.`d 0 O I I ---------- ' 91 a: q ', q g. "IIO c II d II. ' <---- ° I - -------------- it d. . .di -: - ° II Z J" II' ° m0 ------- ---�,---} -------- II 4 m. II II -- ' -- -_ -- PAGE: #4 HOOKED VERT. r ?�\ - I I I ° II --= ° II A-401m00 REBAR® 48 O.G. .dI a<-----ill .-- - ° II° U d I #4 HOR. CONT. REBAR® °a° a ° ° II ° GRADE TOP, MIDDLE THIRDS : II I I I II °' a ° d. ° a ° a° II° ° ° ` HOR. CONT. REBAR ® TOP 3 ° I I ° BOTTOM OF WALL (4 TOTAL) I{ - -------------- #4 L_-- ------ ° : . I I • BOTTOM OF WALL (2 TOTALJ 8 ( ( I I O - ----- ---h--I I I NEW #5 HOR. REBAR `_' 11 `° • _ I1 d II a< II dII II II I I II II I °'a. II} . II (3 TOTAL) - DRILL b Ild' - _ _ ° c-. �___°__�- .7. - II____.. - P. GONG. CONT. FTG. I 1 Q I I EPADJOININ6 FTG. ° II d qc-=�= d II _� as 11 °. II' ° ; ---1- BENEATH HORIZKEREBARAR P. GONG. FOUND. WALL . I° I I I _ _ _ _ �_- -� NEW#4 BENT VERT. REBAR (MIN. 4,000 P51) II ° I II I II Ir , 11 DATE: 07/08/22 13 OF 19 P. GONG. CONT. FTG. d, °I I �z (MIN. 4p00 P51) I _—- -� I I USING QUIKRETE 'a_ II 'II 1 - # a° II ° J I II I #5 BENT =- _r-� = II `d ° a °°. II _d° °'°II II = NEW 24" WIDE x 12" DEEP. I HIGH-STRENGTH •� (MIN. 4,000 PSI) I - (5) 5 HOR. CONT. REBAR ° .II I I REBAR(T"P) ANCHORING EPDXY II a II° d °II .° I I. i I I I I ° --___-_ d P. GONG. STEPPED FTG. (3) #5 HOR. CONT. REBAR ____ -_ II. 0 4" P. CONC. SLAB °• II - ry (I I (OR EQUAL) II A c =_ _-_ _--u-===_ 4" P. GONG. SLAB II° - ° d d II. 1 I I T--_- '-- ° - d (MIN. 4p00 P51) b i a • I I I I d^ II II ° II ° °AP NEW#5 HOR. REBAR ° U I d..I I a I i (3 TOTAL) w", d d: 1 I I JL_'---=-�a----a- 11 a °� ° V.I.F. NUMBER OF STEPS REQUIRED dII a'. b MIL POLY `r, a` a ( MOISTURE RETARDER - I I I a d • • ; °' , PROVIDE 3" (MIN) GONG. COVER b MIL POLY - <I I . - Ch c- I 14" GRAVEL BASE tt1 o OF ALL REBAR WITHIN CON . vas r' t P G MOISTURE RETARDER- I °: c°q - - - I I I I - I q° FOUND. WALLS d P. GONG. FTGs. ' 11 a �"� O .:: p 4" GRAVEL BASE • ° ° °° • I �I PROV. GLEAN " NEW FTG. 3 MIN. . - 4. I I - I - C1/ COMPACT FILL -2���� MIN. -O FILL- PRO GLEAN " " I I I , , COMPACT FILL" T CONNECTION =° , i n4 �0 SOP NEB p FOUND. HALL DETAIL (GRAV4L5P.) -� FOUND. MALL DETAIL (BASEMENT) 8 REBAR OVERLAP DETAIL � STEPPED FOUNDATION DETAIL f �= A-401.00 50ALE: 5/4" = 1'-0" A-401.00 SCALE. 514" = 1'-0" A-401.00 SCALE: 5/4" = I'-O" A-401.00 50ALE: 5/4" = 1'-0" Q LLI W cu HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; Q -I--+ PLANS AND NOT PROJEGTIN6 MORE THAN 4'2" INTO cy- "c: (V PITCHED METAL STAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT O D � JOIST HANGER BY SIMPSON' OR EQUAL - r- \ FIRST FINISHED FLOOR L- y" r- co c :3 N O o :+-' Cp --- lye" MIN. SPACE BETWEEN \ -r- p 4-J WALL AND HANDRAIL \ T SEG�TION NOTES) PERMAGAST COLUMN Q c\j cc O O 5/4" PINE RISER \ AS PER PLAN '- TYP. ROOF CONSTRUCTION 5%4' PINE TREAD STANDARDS FOR ORI PPABLE HAND RAIL (SEE SECTION NOTES) SCALE: NTS 'S1MPS NTER TIE ell. = X O GROSS SECTION I MIN. dl z HANDRAIL I "SIMPSON" I I ROUNDED NOSING Q CLEARANCE CIRCULAR NON-GIRGULAR POST BASE PER � - _ w/Y4' RADIUS POST 51ZE �J (NOT INCLUDED IN / \ \ TREAD DIMENSIOW "_6Y4\ 4n G.J. AS PER PLAN (WHEN APPLICABLE) FINISHED STONE �2 \ �411-211 \ PERT- \ 2Y4" FASCIA BOARD •— \ MIN. \ METER \ MAX• \ 4° GONG. SLAB W \ I p \ \ \ BEAM AS PER PLAN a 4—J a a 11) 0 w \ NEW 'SIMPSON" LU526 \ �/\\/ N \ \ \ \ GALVANIZED JOIST \ \ \ HANGER \GRADE \\��\\\\/ BAGKFILL \ to EVERY bTED �_ T� (5) 2"A2" STRINGERS ® w/R-21 \ \ \ /\\\\\\ . INSULATION, IF UNDERSIDE 15 FACING \ ;f \ PERMAGAST COLUMNS AS PER PLAN \ \y\ \\ STORAGE/NON-HABITAL SPACE \ \ \ \ w/ "SIMPSON" P064 (FOR 3 PLY BM) !\/\/\\ OR "SIMPSON" BGS2-2/4 (FOR 2 PLY ° \ \Ly\ \\ EXTEND FOUND. WALL d FT6. AT \ $M) POST GAPS X ° COL./ // / ADDITIONAL FOUND. AN; REBAR am OVID STORAC UNDER Y2" GYP. BD. Q IN GONG. WALL BENEATH COLUMN I Lw-M m /\ /\ (WHEN APPL I G,4LBE) ° \\/\ \\/ gem a \ EXTERIOR MASONRY DECK OUND. WALL $ FT&. AS PER DETAIL X/A-XXX a � TREATED 2"x12" SILL FOR CONTACT w/GONG. (IF APPLICABLE) BASEMENT COVERED PORCH DETAIL (UPPER) 12 GO\/ERF-D PORCH FOUNDATION DETAIL A-402.00 „ _ „ A-402.00 SCALE: 3/4 I -O SCALE: 3/4" = I'-O" t o INTERIOR MOOD 5TA I R DETAIL A-402.00 SCALE: 5/4" = I'-O" 5/4"xb" P.T. DECK P.T. D.J. AS EXIST. EXTERIOR BOARDS PER PLAN SHEATHING SIMPSON H2.5A RAFTER - TIE (OR EQUAL) BEND REBAR EXIST. 51DIN&MATERIAL TO SLAB ►N- Z BUILDING PAPER 8 HOUSE WRAP w I� TO FULLY OVERLAP FLASHING P.T. BEAM AS NOTED NOTE: g 4"P.GONG.SLAB w/ O NEW STUD WALL— NEW 51MP5ON GLB BEAM SEAT ON STRUCTURAL PLANS ALL P. GONG. SHALL ' (�r--_ b"xb"-10/10 W.W.M. UPON U I1 GAP FOR CONNECTOR; INSTALL PER MANU. SE 4pO0 P51 (MIND �_ a - COMPACTED FILL DRAINAGE 5/4"xb" COMPOSITE SPECS. d PROVIDE FLASHING AT DECKING N.O.N. ON PLAN/ ANY WOOD/GONG. CONNECTIONS - (I) #4 REBAR "Z V cV 1I, \/\\/\ _ " FLA5HIN6 SECTION/bETAILS) G CONT. ® TOP 4'RADE NOTE: P.GONG.SLAB n II II I. IF FINISH MASONRY USED (SUCH A5 w/bxb 10/10 WWM #5 REBAR ® 36" O.G. _ 12"P SSONOTUBE' FILLED I I" •'I t BLUESTONE) - MA5ON TO ADJUST I" UPON COMPACTED FLASHING 1 F a 1..- HCHT OF LANDING AS REQ'D TO 11 //\//\/ COMPACTED p SOLID w/P. GONG. (TYPJ FILL DRIP EDGE (MIN. 4,000 P51) It 9.p•II '• ACCOUNT FOR FINISH MASONRY &BADE I' \\/\\ FILL P.T. DECK JOIST I I I1 II I I: \\\\ GRADE el" THK. P. {�n / / COUNTER AS PER PLAN "•1I II 2. ALL HORZ.SURFACES SHALL BE PITCHED °< _ GONG. WALL II I� /\/\ JOISTS AS PER PLAN FASTENED w/(2) FLASHING I I. Z • 1:4b AWAY FROM BUILDING AB A 5HONN --_ ----- \\\\\ PROJECT: 5/8" x 5" LONG HEAVY DUTY GAL. (2) #5 BENT REBAR . —-- -- tu/ /\ LA& BOLTS 0 16" O.G. INTO MUD SILL 4 - 5. FOR SLABS ABUTTING FRAMING, INSTALL \ \ \ Z #5 BENT REBAR 111 - v\\ \\ METAL 6ALV. JOIST HANGER O C.OPPER FLASHING FROM 12"ABOVE AND -°i //\//\/\\/\ ® 56" O.G. II IV A/ RIM BD.;WFfEN ® FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL) ® II ADJACENT TO SLOB, BED ALL FLASHING •° a • \ \\/\\/\\/\\ _ Z III -rL\\/\\ MUD D M!/(2) 5/5"0 x 5" LONG APPROVED EA. JOIST „ : - . IN ASPHALTIC MASTIC i• \ \\\\\\\\ N — (U #4 REBAR ° ILI� MASONRY ANCHORS ® Ib O.G. NEW 24"x24"x12 - I I II NEW(3) #5 HOB. �� ° /; / / / / CONT. ® BOTTOM II II ° /\/\ DEEP P. GONG. PAD L .. REBAR UPON (3) #5 Z FLASHING FT&. (MIN. 4,000 PSI) (I) #4 REBAR ® EA. i. " RESIDENCE NEW FOUNDATION WALL ==-�i= _^ HOR. REBAR(b TOTAL) STEP;3" GVR® ENDS cL�! • ° /\ ti /\ // /\ /\ /\ - IS WIDE x 12 DEEP I \\\\\ P'G \\\\\\\\� P. GONG. FT6. % % 900 PRIVATE ROAD #26 1: °ice a° \\\\\\ \\\\\\\\\\\\\\\\\\\\\ LEDOER GONNEGTION DETAIL EXTERIOR 1/ 001O ) DECK DETAIL 3-6" MiN. ° \//\/\// /C.OMPAGTED /\//\//\/i\ REBAR ° ° • �=a • SOUTHOLD, N.Y. 11971 LANDING �- v � \\\\\\\\\\ \\ FILL //\\/\\\/\\\\/ � • ° A-402.00 A-402.00 SCALE: 5/4" = I'-o" \/\/\/ /\ SCALE: I" = I'-O" 4' P.GONG.SLAB w/ m � \\/\\\ #4 REBAR ® 10"\\/\\\/\//\\\//\\//\\/\\ DRAWING TITLE: tL UPON COMPACTED FILL KEYWAY i \\ \\ \\O\ (MIN. \ \ \\ \, \\ \\ \\ \ - •° ° �' \//\//\//\/%\/%\/%\ \/\ ° o DESIGN DETAILS 5/4"xb P.T. 4"DRAIN \\\\\/\\\\\\\\/\\\\\\\\\\\\\\\\\/\\\\\\ m o EXTERIOR OR M50NRY DGK DT I L DECK BOARDS P.T. DECK JOISTS AS TDRYCONNECTED TO ° m °�i/�a �.,\\\ \\\\\\\\\\\\\ A-402.00 SCALE: 3/4" = I'-o" NOTED ON PLANS P.T. D.J. AS NEAREST DRY WELL �G�i\ \�L,S��\\\ \\\\\\\\/\\\\\\ \\\\\\\\ O " PER PLAN r77------ a--------=• J I \ \ \� h /\ \ \ \ \ \ \/\ 5/4 x REa D 1 \\\\/\; /\\\\/\\\\\\\\ SHALL BED HEIGFfT P.T. RISER . . . 5/4 xb P.T. DECK ° II \ // PQ/ /\ /\ BOARDS #4 REBAR CONT. ® 10 O.G. (MIN. 3) II°° \/\\/ �,\\/\\/\\/\\/\\/\\/\\ 4pO0 P51 (MIN) 5/4"xb" P.T. "- " -- -__- __ __- __ _, 51MP5ON H2.5A RAFTER P / /\ /\ / / / / / / / / / / DECK BOARDS TIE (OR EQUAL) N #4 REBAR CONT. 11 \\\\\\\\\\\\\\\\\/\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/ PAGE: �2"x BLOCKING ® EA. #5 BENT REBAR ® 12" O.G. STRINGER TO MATCH SIZE \\\\\\\ OF P.T. DECK JOISTS 8" THK. P. GONG. WALL I \\//\\//' /\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// P.T. BEAM AS NOTED I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FINISHED 402mOO ON STRUCTURAL PLANS ./\ /\ /\ /\ /\ /\ /\ /\ // // // // /\ /\ /\ /\ FASTEN STRINGER TO NEW SIMPSON GLB BEAM SEAT (1) #4 REBAR GONT. I I� s \\\\\/\/\/\/ / -\ /\/\/\/\/\/\/\/ FLOOR BLOCKING (MIN. b CONNECTOR;INSTALL PER MANU. J I ,• \/\/\//\\/\\\/\\\/\\\//\\//\\//\\//\\//\\ \\ \\ \\ \\// FASTENERS) SPECS. d PROVIDE FLASHING AT c \\\\\\\/\/\/\\\\\\\\\\\ fasl ANY WOOD/GONG. CONNECTIONS cr IS" WIDE x 12" DEEP \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ u, FINISHED (Typ) GRADE P.CONG. FTC. °'�- • e \\//\\//\\/\\\/\\\/\\\/\\\/\\\/\\/\\\/\\\/\\\//\\//\\/\\\//\\// GRADE DATE: 07/08/22 14 OF 19 2"x12" P.T. STRINGERS ® 16" I I 11 " 4" THK. x 8" WIDE x WIDTH - O.G. (MIN. 3 STRINGERS® OF STAIR P. CONC. PAD EA. STAIRWAY) 12 ,P 'SONOTUBE FILLED 11 ,.1 t (2) #5 140R. REBAR I SOLID w/P. GONG. • (MIN. 4,000 P51) 111�j1 I I•, _ - - I1 _ I�, EXTERIOR MASONRY 5TA I R DETAIL °A'`�� 2"xb" P.T. BLOCK IN BETWEEN NOTE: 11 I Z �� - ,(, -. _ _ - J EA. STRINGER. FASTENED TO � `�X .. sJ dJ c ` `'41 / P. GONG. PAD w/ 19/64" x m ALL DECKING SHALL BE FASTENED (2) #5 BENT REBAR O SCALE: 3/4 I -O m ��, �' r 7 w/COATED DECKING SCREWS BY A-402.00 �1 :' 5-1/2" CONCRETE SCREP,15(5) SCREWS PER BLOCK O MIN. P. GONG. PAD FTC. III NEW 2 #5 HOB. - II �' r low, - `ry "GALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) " , �� is NEW IS"XIS"XI2" DEEP - < ' 1 I ( ) BASEMENT " 2. (MIN. 4pO0 PSI) C,I LLj REBAR UPON (2) #5 FLOOR ' `I fr- r! GRADE GRADE HOR. REBAR(4 TOTAL) ' Li 3 8 �OR�55 l�l I NDOV�I l�l�LL DETAIL . �. EXTERIOR N00r7) STAIR DETAIL i EXTERIOR hIOOD DECK DETAIL A-402.00 „ _ ,_ „ SCALE: I/4 = i O A-402.00 SCALE: 5/4" = I'-O" A-402.00 SCALE: 5/4" = P-O" OE I FERAL 5Y�BOL <ENT'o' : SOIL BEARING CAPACITY NOTE: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING * CONCRETE MIXTURE STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501L BEARING CAPACITY OF 1.0 TON5/5.F. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE - EXISTING TO BE DEMOLISHED it WOOD FRAME (NEW PARTIAL HEIGEIO HT STL BEARING CAPACITY OF 501L MUST BE VERIFIED BY A DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE d . 6EOTEGHNIGAL ENGINEER PRIOR TO CONSTRUCTION. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION Q EXISTING TO REMAIN IF MEASURED SOIL BEARING CAPACITY FOUND TO BE LF-55 SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR Ltl �----{ NEW FOUNDATION WALL THAN ASSUMED CAPACITY, EXISTING SOIL SHALL BE ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRE TE POURING SHALL {- -----I NEW WOOD FRAME (L.G. EXCAVATED UNTIL BROWN SILT( SAND 501L STRATA ('SM' ENCOUNTERED CONFORM TO AGI 506. J co �----i STL. WHEN APPLICABLE) 1 1 SOIL TYPE') ENCOUNTERED, AT AN APPROXIMATE DEPTH OF \11I 15' BELOW EXISTING GRADE. GLEAN ENGINEERED FILL 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND/ SHALL THEN BE ADDED d COMPACTED IN 6" LIFTS UNTIL SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO Q ;4'' NEW I-HR FIRE RATED El MIN. (2) 2"x4" STRUCTURAL REQUIRED FOOTING DEPTH. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10" F OF CONCRETE. (11 WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS GORE Ln WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 5. IN NO CASE SHALL CONCRETE BE Q PLACED ON ICE OR SNOW. = 0) POST FOR b WALLS), U.O.N. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE AS REQ'D. - T- NEW 2-HR FIRE RATED CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT F_; >_ (9 WOOD FRAME (L.G. STL. NEED TO BE EPDXY COATED b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE L_ PERMITTED WHEN NECESSARY. 0 c: Z O WHEN APPLICABLE) 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 0- •- '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33" F OR HIGHER SHALL BE STAGGERED AND SHALL BE WITHIN 10" F OF CONCRETE TEMPERATURE. (v PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN O O O STRUCTURAL PLAN OT S '1. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, g CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. � COVERAGES, AND PLUMBNESS - O 4-J �S RUCT SPAN STRUCTURAL MEMBER: q. NON-CHLORIDE,NON-CORROSIVE AGCELERANT ADMIXTURES ARE � N fa O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY b. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT Q 0 ABOVE INDICATED POSTS. CONCRETE (ASTM G4g4/G4g4M,TYPES G AND E). 12 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL ® HOLDOWN: D D AREAS EXCEED ONE SQUARE INCH. HOLDOWN 'A' AS PER PAGE 6-003 - - - - - - - - - - l 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED n , TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS V/ HOLDOWN: v L - _ D 8 REACHED A COMPRE551VE STRENGTH OF 800 PSI. L HOLDOWN 'D' AS PER PAGE 6-003 _ _ _ - - - - - - - - - �- - 1 -1 13 ° - 13 t - ', : J - 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 STL. COL. (T'P.): r1l ( 3-1/2" O.D. 50H 40 STL. COL. (A5TM A123) BY SIM5 STEEL (2) 2"x8' HDR(OR EQUAL) I �Q NEW REINFORCED P. GONG. SLAB I m� '" �'a '^ I U • 4 I. NEW 4" THK. P. CONC. SLAB w/6"xb"-10/10 W.W.M.UPON I 2"xl0" F.J. p 2"xlO" F.J. p 2"xl0" F.J. 10 n , 2. b MIL POLY VAPOR BARRIER UPON I ® Ib" O.G. 1 ® I6" O.G. 1 ® Ib" O.G. 2"xl0' F.J. I W 3. 4" (MIN) GRAVEL BASE I I F_ f -1 ® 12" O.G. I .. -�--� _A NEW UN-REINFORCED P. GONG. SLAB o I I LL! 4B I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON I I qA qA L J ' 2. b MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE I I x p I x FRAMING AT IST FLOOR STAIRS: O • (2) 2"xlO" RAISED BEAM ABOVE STAIRS - - m p m p p I I V c (SUPPORTING G.J. ® R.R) - - - - - - - - - - - I I 8'-10" 6'-Oy2" b'-Oy2" 6'-Oy2" 6'-Oy2" • (2) 2"xa" FLUSH BEAMS WHERE BEAMS INDICATED _ L r I i 1- I 14 BENEATH STAIR PLATFORM I I - - - - - I I qB 3 qB OTC, qB • FRAME KNEE-WALL BENEATH STAIR PLATFORM AT EDGE NEAREST MUDROOM DOOR TO EXTERIOR 70ELVL -TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: (2) 2"x10" P.T. D.J. 3) 2"xlo" P.T. D.J. I (2) 1 15"xq.5" G.P. 2.OE i I ( 1 f BASEMENT(2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I IIA IIA BENEATH WALL I LVL WALLFLUS ABMO.SLOW A - 1_ -1 I I I Ib 6 LLd SILL SEAL paWALL ANCHOR BOLTS AS PER PAGE G-003O (2) I.-15"xq.5" 6.P. (2) I.'15"xq.5" G.P. 2.OE LVL • P. GONG. FOUND. WALL AS PER DETAIL UPON ( I I Q f4 I x in I ( - FLUSH BM. BELOW WALL ABOVE O FLUSH BM. BELOW WALL ABOVE 10 in p I (SPLICE ABOVE COLUMNS) (SPLICE ABOVE COLUMNS) • P. GONG. FOOTING AS PER DETAIL I O 1pU cV�1 ui 1 - (V • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I I- I 0 !)F > 15 x� • B.O. FOOTING 5'-0" BELOW GRADE MIN. O iV O J T " I Y 6 I� I(b w m • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN I I ^R' 2"xl2 F.J. m _ APPLICABLE) I Imp ® I6" O.G. I I q p X 6 I I 4 • STOOPSPS (WHAIR l EN APPLICABLE)PORCHES /PATIOS/ I I I „ J t-p 2"xl0" P.T. • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I D.J. ® Ib O.G. t I I r qA I rr I I BAGKFILL FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) I I I I l ) � in 7 U- Q _ 1q COMPACTED p[ , I I - IN b" LIFTS PROVIDE in-p in [_ _ � - - - NEW 24"A2" DEEP P. GONG. CONTINUOUS FOOTINGS A5 PER I I �V. !J : I 2"xl0" F.J. 2"xl0" F.J. 2"xl0" F.J. O DETAIL 6-A/401 AT GARAGE,DETAIL 7-A/401 AT I LEDGER FOR D.JB® IIB I 'n ® I6" O.G. ® I6, O.G. 0 16" O.G. BASEMENT,AND DETAIL 20-A/401 AT CRAWL5PACE . I I IIA 5.I.P. WALL NEW Ib"A2" DEEP P. GONG. CONTINUOUS FOOTING AS PER I I I " I I I x w O DETAIL Ib/A-402 d 17-A/402. I I I 2 xl2 F.J. I n D_ w DRILL d EPDXY PIN (4" EMBEDMENT) PTO. 4 FOUND. WALL - - - ® I6" O.G. I I 2"xl0" F.J. INTO ADJOINING FT6. 4 FOUND. WALL OF BASEMENT. I Q In CID Im r CRAWLSPACE n Un IO I I p 10 ® 12' O.G. o o p x a ,,, LOCATE COL. p 24"x24"x12" DEEP P.CONC. PAD FOOTIN6 - - in CENTER ENLARGED FTC. (� I I- p DIRECTLY - - _ � - I I . q AS PER DETAIL I-A/401. cr I iv I Iry 'n 1 BENEATH (6) 2"xb" u? I IYO J I a0 � � AT MIDPOINT BETWEEN TWO (3) 2"xl2" F.J. POST ABOVET_ _- SEEx � �� �,BENEATH WALL Q (4) 2 xb POSTS ABOVE10AS'xPER'DETAILE2-A/401 P. NG. PAD FOOTING - - - i DBLy�FL. TH ABOVE �36'x36"xlb" DEEP P. CONC.PAD FOOTINGIIB AS PER DETAIL 3-A/401. XQI 10 4B1II (5) I.-M"x11.25" 6.P. 2.OE LVL UPSET BM. (FLUSH �- - - - - - -'n- w/TOP OF F.J) BELOW OFFICE WALL ABOVE - - - - - -N_ - 42"x42"A5" DEEP P. GONG. PAD FOOTING I ,n TIT >N q m Q I- - - IAS PER DETAIL 4-A/401. 2"xl0" P.T.D.J. ® 16" O.G. I - I I - N „PERMAGAST COLUMN FOOTINGS cv dl O I (2) 2"xIO FLUSH BM.PERMACA5T COLUMN UPON EXTENDED FOUND. WALL d FT6. 0.pN; w/LU5210-2 HANGERS in I WPROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. I I _ I LJBELOW KNEE WALL WALL BENEATH COL. is O U1 15 I z - SEE AL50 DETAIL 12/A-402. I I x IIB w oO a1 _ 12 u) - _ _ _ - I O zX a ;n F (p I X a o I I(3) L'15"xq.5" 6.P. 2.OE LVL FLUSH I (2) 2"xl0" FLUSH BM. 0 BEAM SEAT w/ FOOTING (18 xl8 xl2 DEEP) in-p , x p _ p BM. BELOW PANTRY WALL ABOVEPROVIDE 51MP50N OLB BEAM SEAT CONNECTOR UPON 12'� I 1 m p IN I I I ► r l ( I 1,P. GONG. 50NOTUBE UPON la"xla"xl2" DEEP P. CONG. PAD IIA IIAIn FT6. (B.O. FT6. 3' BELOW GRADE)AS PER DETAIL 21/A-402.PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. (2) 2"x10" p x w 0(2) 2"xl0" P.T. D.J. - P.T. D.J.- I 13 Iq 13 ,- itiBEAM SEAT w/ FOOTING (24"x2WAV DEEP) - - -PROVIDE 51MP50N 6LB BEAM SEAT CONNECTOR UPON 12" I I _P. GONG.SONOTUBE UPON 24"x24"xi2" DEEP P. GONG. PAD I 10'-4y2" '1'-O" , . I (5)PANTRY WALL ABOVE w m IU p DEL. TAIEN AABOVETH SEFT6. (B.O. FTC. 3' BELOW GRADE)AS PER DETAIL 15/A-402. L - - -. - . •. -PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. L- - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ � Io'-ay2" 12'--r" '• � PRO ECT: STEPPED FOOTING - -- - - - - - - -1224"A2" DEEP P. CONC. CONTINUOUS FTC. TO STEP AS - -NEEDED TO ALIGN WITH BASEMENT FT6. AS PERDETAIL Ol/A-401.V.I.F. FTC. DEPTHS. I I [Q - 2"xl0" F.J. 4 IMUDD qB :� ® 16„ RESIDENCE BEAM POCKET (TYPJ I TYPICAL CLOSED FOUNDATION BASEMENT (3) 2"xlo" FLUSH BM. BELOW ® PORCHES / PATIOS: IIp BATHROOM WALL ABOVE 1 I. SEE NOTED DETAILS j �2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:4b AWAY I I u "- ° 900 PRIVATE ROAD #26 FROM BUILDING 0= 0= 0= O3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER xI X- X- X- cVFLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, n 4 1 I ( ISOUTHOLD, N.Y. 11971BED ALL FLASHING IN ASPHALTIC MASTIC I ry ® ry ® ry ® I (2) I.'15"XCIS" 6.P. 2.OE LVL FLUSH BM. 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I BELOW POST IN LAUNDRY WALL ABOVEBE DOWELED w/#5 ® b' O.G.VERTICAL TO EA. OTHERd TO MAIN FOUND. DRAWING TITLE: PROPOSED STRUCTURAL PLAN TYPICAL LEDGER BOARD ® EXT. DECK: I � 2"xl0" F.J. x p •�.I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS - 2. SECURED w/(2) 5/5" 4) x 5" LONG H.D. GAL. LAO BOLTS3. NSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OREQUAL) 13 134. PROVIDE FLASHING TUCKED UNDERNEATH SIDING = - - - - - -�- - - - - - - D12BENT OVER TOP EDGE OF LEDGER BD. I5. SEE DETAIL 13/A-402. (2) 2"xa" HDR I PAGE: FOR WOOD STAIRS a GRADE: T - - - - - - - - - - - 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON6" GRAVEL UNDER 2"A2" P.T. STAIR STRINGERS 6 I I 0 ®0MAX. 16 O.G.,U.O.N. (MIN. 3 STRINGERS) LTOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.b TO ACCOMMODATE GARAGE DOOR CLOSUREDATE: 07/08/22 15 OF 19 VERIFY DIM. IN FIELD) - - - - -ENLARGED CONTINUOUS FOOTING VERTICALdHORIZONTALI. ENLARGE CONTINUOUS FOOTING TO 36" WIDE x 15" REINFORCEMENT WITHIN RETAINING DEEP,CENTERED DIRECTLY BENEATH BEARING POINT WALL SFfALL MATCSIZEdOF POST d EXTENDING PERPENDICULARLY FOR 15" ONSPACING INDICATED FOR BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING FULL-HEIGHT BASEMENT WALL5 (36" TOTAL LENGTH). 2. ENLARGED PORTIONSSHALL BE POURED MONOLITHIGALLY w/SURROUNDING CONT. FT6. d WALL. 3. TOP OF FOOTINGS SHALL BE FLUSH 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED FROFCSEI7 FOUN17AT1ON STRUCTURAL. FLANFOOTING TO INCLUDE: (5) #5 REBAR ORIENTED IN DIRECTION OF CONT.FTC;THIS AMOUNTS TO AN ADDITIONAL (2) #5 SCALE: 1/4" = I'-O" ti . <.REBAR FROM THOSE ALREADY PRESENT IN 24"x12" DEEP CONT. FT6.(5) #5 REBAR ORIENTED PERP. TO CONT. FT6.6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. ,� a,FOUND WALL ABOVE CENTER OF ENLARGED FT6. .�3,," 103r L ,�AL50 DETAIL Iq/A-401. „ ~ , FOUNDATION WALL OPENING: Iq I. 2'-6"x2'-O" MASONRY OPENING IN FOUNDATION, .ate PROVIDING AC-CE55 TO CRAW1-5PACE 2.PROVIDE (5) 2"xa" HDR. w/BM. POCKETS ® OPENING (5E I `FERAL 5 I �50L ICE I EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.G. 5TL. 11 < Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J 5TL. WHEN APPLICABLE) 1 \1JI M cc NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL C N WOOD FRAME (L.G. STL. El POST FOR 4" WALLS = W WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL O 0) POST FOR b" WALL5), U.O.N. - 7 = 0 NEW 2-HR FIRE RATED (- WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) Z O i.OJ. � > L) i STRUCTURAL PLAN NOTES p O t � OSINGLE SPAN STRUCTURAL MEMBER: +-' CV STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O ccu ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Q 1 G O ABOVE INDICATED POSTS. ® HOLDOWN: HOLDOWN 'A' AS PER PACE 6-005 n 1 W HOLDOWN: HOLDOWN V' AS PER PAGE 6-005 (5) 2"xb" 5TL. COL. (TYPI POST TOO FLUSH BM. _ _ _ _ _ _3 5-1/2" O.D. SCH 40 STL. COL. (ASTM AI25) BY SIMS STEEL -- - -- - F- �J (OR EQUAL) (2) 21.XIO" HDR ® (2) 2"xW HDR (2) 2"x8" HDR I NEW REINFORCED P. GONG. 5LAB O _ - - _ _ THK. (5) 1.15"x9.5" 6.P. 2.OE LVL FLUSH BM. BENEATH WALL (2) 2"xb" n 4 I. NEW 4"POLY P. GONG. SLAB w/b"xb"-10/10 W.W.M.UPON BATHROOM 3 ABOVE w/51MPS. 2 HHU VIL FLUSH HANGER® FLUSH HALL I `jJ 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE I 'f0 S.F. POST TO WALK-IN . � ( 2" FLUSH BM CLOSET GL. xlo" F.J. !A I 4-j m ONEW UN-REINFORCED P. GONG. SLAB ? 26 sF ® 16" O.G. _ 4B I. NEW 4" THK. UN-REINFORCED P.CONIC. SLAB UPON I� 2. 6 MIL POLY VAPOR BARRIER UPON A = Q, 2"xb" G.J. 3. 4" (MIN.) GRAVEL BASE I x`p x- cV p ® I6" O.G. _ BEDROOM 5 n ® . ^*I p FRAMING AT I5T FLOOR STAIRS: IcI4 S.F. I x O5 • (2) 2"xl0" RAISED BEAM ABOVE STAIRS " ItV I 0 (5UPPORTING G.J. ® R.R) r+ • (2) 2"xb" FLUSH BEAMS WHERE BEAMS INDICATED 1 BEDROOM 2 y � V -j � 1050 S.F. BENEATH STAIR PLATFORM v ° • FRAME KNEE-WALL BENEATH STAIR PLATFORM AT F i 07 EDGE NEAREST MUDROOM DOOR TO EXTERIOR _x `� < H I iN 0 Q� " ® (5) I.15"x11.5" G.P. TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: L - 2.OE LVL FLUSH BM. wI llJ O • (2) 2"xb" P.T.SILL PLATES w/COPPER TERMITE SHIELD BELOW WALL ABOVE Q # SILL SEAL - I I I • ANCHOR BOLTS AS PER PAGE G-003 POST TO x 0 N I x • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL ( w (2) 2"xb" HDR FLUSH BM. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 0 O N 2"xb" G.J. " • B.O. FOOTING 5'-0" BELOW GRADE MIN. IT N 0 ® I6" O.G. c�v • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN O APPLICABLE) 3 2"xb" P05T • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I " ® I STACKED BENEATH STOOPS (WHEN APPLICABLE) N x O O • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I cv a I 2"xb" FALSE (%2"x4" OL IL FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE; I R.R. ® 12" O.G. STAOSTSS w w CKEDQr -� BENEATH n FOYER J NEW 24"A2" DEEP P. GONG.CONTINUOUS FOOTINGS AS PER I� P05T5 I w ao S.F. I x ILL w tiBovE ,��� N o O DETAIL 6-A/401 AT GARAGE,DETAIL 1-A/401 AT (2) 2"xb" _ (5) L15"xI1.25" OP. 2DE LVL RIDGE PER ROOF PLAN v U : z 2"xl0" F.J. x BASEMENT,AND DETAIL 20-A/401 AT GRAWL5PACE . POSTS TO I - - - - - In " HEADERS x Q V Q �j n z ® Ib" O.G. COVERED " NEW IWA2" DEEP P. GONG. CONTINUOUS FOOTING AS PER iV d N ° w z Og DETAIL'I&/A-402 a 1-1-A/402. m SCREENED-IN LIVING ROOM ° 0- PORCH DRILL 3 EPDXY PIN (4" EMBEDMENT) FT6. b FOUND. WALL PORCH 1- 3?5 S.F. N I75 S F. INTO ADJOINING FT6. d FOUND. WALL OF BASEMENT. 24O S.F. w U - - ® _ ® r� SLATE DECK Iwo IX x �ro 24"x24"x12" DEEP P. GONG. PAD FOOTING w � AS PER DETAIL I-A/401. I ® Im (5) 2"xb" CORNER POST(MIN. SIZE) (5) 2"xb" POST O TO BEAMS d HEADERS;STACK POSTS BELOW POSSTACKEDT I X cr Q I POSTS UPON HEADERS AS REOD I (BENEA H POSTS TO ABOVE I� 9B 50"x50"x18" DEEP P. GONG. PAD FOOTING I " I TO REACH BEAMS ABOVE - I T AS PER DETAIL 2-A/401. I n I UPSET BMNTERIOR Q 2"xb" G.J. N I _ _ _ _ _ _ _ OFFICE L (2) 2"xb" HDR iv Q I J 36"x56"x18" DEEP P. GONG. PAD FOOTING WOOD DECK --- - - - ® I6 O.G. iL 9C _ __ _ (5) I.15"xlb" O.P. 2.OE LVL UPSET BM. 61 AS PER DETAIL 5-A/401. (5) 2"xb" (5) 2"xl0" HDR (FLUSH w/BOTTOM OF RAISED G.J.) 2'xl0" F.J. x ® ib" O.G. (5) 2"x4" POST (2) 2"x6' POST TO P 2 BE TO RIDGE POST TO POST BELOW RIDGE (5) 2"xl0" FLUSH BM. BELOW 42"AS PE "x1 E DEEP P. GONG. PAD FOOTING BM. HALL HANGER® UPSET N 9D AS PER DETAIL 4-A/401. I � (� � � VALLEY (5) 2"x4" POST STACKED I WALL ABOVE w/SIMPSON (2) 2"xb" v w v v BENEATH (2) 2"xb POST �FLU5H - POST TO to PERMAGAST COLUMN FOOTINGS I Q V O p v D v (2) 2"x4" TO RIDGE - _ _ - -ID _ - - FLUSH BM. N PERMAGAST COLUMN UPON EXTENDED FOUND. WALL d FT6. O Q N O N ° POSTS TOfill (2) 2 x8 HDR _ _ Z PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. Q FLUSH BM.S (2) 2"xb" HDR (5) 1.T5'xl4" 6.P. 2.OE LVL HDR w WALL BENEATH COL. F _ 2"x8" SEE AL50 DETAIL 12/A-402. ® O j ® ® I x 4 PLATFORM O BEAM SEAT w/ FOOTING (15"xl8"x12" DEEP) "� I� I = I v x DINING ROOM cv O x ® Q x - j PROVIDE 51MP50N 6LB BEAM SEAT CONNECTOR UPON 12"� Lu P. GONG. 50NOTUBE UPON IS"xI5"xl2" DEEP P. GONG CIAD 1` O z V N= F F911 - - FTC. (B.O. FT6. 5' BELOW GRADWAS PER DETAIL 21/4-402. I (2) 2"xl0" FLUSH - 2"xb" G.J. PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTICN5. I z KITCHEN BM. BELOW ® I6" O.G. X ztL I I (2) I.ls"xll 615" 6.P. 2.OE WALL ABOVE (RAISED cV ® (5) 2"xb" I I LVL FLUSH BM. ® STAIRS I I tii OBEAM SEAT w/ FOOTING (24"x24"x12" DEEP) I- - - - - - - - - ;,, - - -22s s.F - - - v ABOVEPOST TO w/ IUSI.81/IL88 HANGER W IIB PROVIDE 51MPWN 6L5 BEAM SEAT CONNECTOR UPCN 12"4> r d PANTRY 0 UPSET BM. TO FLUSH BM. Q P. GONG. 50NOTUBE UPON 24"x24"A2" DEEP P. GONG. PAD ( - R� Q� 24 S.F. ° STAIRS) I I I p FTC. (B.O. FT6. 5' BELOW GRADE)AS PER DETAIL 15/A-402. x w- I m x w W/O PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. iv -1 tV M" O O O cy ® (5) I.15"x11.25" O.P. STEPPED FOOTING uu-® ® o 0 0 0 2.OE LVL UPSET BM. -- I I I I I PROJECT: 12 24"A2" DEEP P. GONG. CONTINUOUS FT6.TO STEP AS NEEDED TO ALIGN WITH BASEMENT FT6. AS PER DETAIL a/A-401. V.I.F. FT6. DEPTHS. MUD D F- 1 Q �� � 13 BEAM POCKET (TYP.) I o �3 ® I I I I -� RESIDENCE TYPICAL CLOSED FOUNDATION r.1L1-A 3 MUDROOM I w (5) 2"x4" O w I 150 S.F. v 2 GAR GARAGE I I u- _ I4 ® PORCHES / PATIOS: POST TO n® m cv 1p 4 ° I Tao S.F. I I I' " FLUSH BM. - I. SEE NOTED DETAILS I � °I I , 900 PRIVATE ROAD #26 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY z m ® w FROM BUILDING I (5) 2"x4" 5. FOR N6BFROA M 2" ABOVE ANDINSTALL ADJA ADJAPPERCENT SLAB, ' � � CE ���, � I �� ' ° ' � SOUTHOLD, N.Y. 11971 BED ALL FLASHING IN ASPHALTIC, MASTIC p U p v p w ® 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL = d) BEDROOM I BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER BATHRO M u I I I I DRAWING TITLE: x cv ® N ® 0 w rL 2s s.F. LAUNDRY I v< I I I I x 3 TO MAIN FOUND. -- - " PROPOSED STRUCTURAL PLAN TYPICAL LEDGER BOARD ® EXT. DECK: WALK-IN _ m iv ® ROOM x I I I r BATHROOM I IS I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I� CLOSET 145 S.F. ( SF n n - n i 2. SECURED w/(2) 5/5" :7 x 5" LONG H.D. GAL. LAO BOLTS 80 S.F. (0 U) 0 I6 O.G. 5. INSTALL H.D. 6ALV. JOIST HANGERS BY '5IMP50N'(OR WATER r EQUAL) I CLOSET m� (5) T TO POST TO 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 d I IS S.F. FLUSH BM GL. BENT OVER TOP EDGE OF LEDGER BD. 12 S.F. 5. SEE DETAIL I5/A-402. • I II PAGE: � o FOR WOOD STAIRS ® GRADE: (5) 1.-Wx13" G.P. 2.OE LVL HDR _�-- (2) 2"x8" HDR 12 S.F. (2) 2HDR"x8" (2) 2"x8" HDR I6 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON -- - - - - -- -- - 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS MAX. I&" O.G.,U.O.N. (MIN. 5 5TRINCER5) (2) 2"xb" HDR (5) 2"xl0 HDR (2) 2'W S-102m00 TOP OF FOUND. WALL MAY BE 5TEPPED DOWN AS POST Il REO.'D TO ACCOMMODATE 6ARAGE DOOR CLOSURE FLUSH BM. (VERIFY DIM. IN FIELD) DATE: 07/08/22 16. OF 19 ENLARGED CONTINUOUS FOOTING IB I. ENLARGE CONTINUOUS FOOTING TO 56" WIDE x 15" DEEP,CENTERED DIRECTLY BENEATH BEARING POINT OF POST # 1E DIRECT PERPENDICULARLY FOR IS" ON PROPOSED FIRST FLOOR STRUCTURAL PLAN BOTH SIDES INN DIRECTION OF CONTINUOUS FOOTING a (56" TOTAL LENGTH). . ENLARGED PORTIONS SHALL BE POURED MONOLITHICALLY w/SURROUNDING CONT. FT6. d WALL. ®AR(, 5. TOP OF FOOTINC75 SHALL BE FLUSH 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED I rV 4 FOOTING TO INCLUDE: • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. < k FT6;HIS AMOUNTS TO AN ADDITIONAL (2) #5 H REBAR FROM THOSE ALREADY PRESENT IN 24'A2" 1 DEEP CONT. FT6. E ',< �n` T ".... • (5) #5 REBAR ORIENTED PERP. TO GONT. FT6. �-s � `�` b PROVIFOUND DHALL#ABOVE TCENTER OF ENLARGED FT6. 0 1. SEE A!-:o DETAIL Ict/A-401. FOUNDATION WALL OPENING: Iq 1. 2'-6"x2'-O." MASONRY OPENING IN FOUNDATION, PROVIDING ACCESS TO GRAWLSPAGE 2.PROVIDE (5) 2"xb" HDR. w/BM. POCKETS 0 OPENING (5E I ERAL S i M50L ICE I _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT J W QOOD FRAME (L.G. STL. B- I EXISTING TO REMAIN WHEN APPLICABLE) Q -i NEW WOOD FRAME (L.G. NEW WA LL ALL LV I � 5TL. WHEN APPLICABLE) J C6 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Y E Q 4-1WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL c � POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a0 Z 0 .0 STRUCTURAL PLAN NOTES 3 O 0 { C\j O5INOLE SPAN STRUCTURAL MEMBER: -J 0 � �) STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS Q Oc\l cu c O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY G ABOVE INDICATED P05T5. ® HOLDOHN: HOLDOWN 'A' AS PER PACE 0-005 HOLDOHN: W HOLDOWN V A5 PER PAGE 0-005 m (5) 2"xb" �. POST TO 5TL. COL. (TYP): m O 5-1/2" O.D. 50H 40 5TL. COL. (ASTM A125) BY 51M5 STEEL (OR EQUAL) I - HHm4HmNEW REINFORCED P. GONG. SLAB I ENj-j:'W-1- - - U • - 4� I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/IO W.W.M. UPON _ 2. 6 MIL POLY VAPOR BARRIER UPON (2) 2"x8" HDR (2) 2"x8" HDR D 5. 4" (MIN) GRAVEL BASE I I M ONEW UN REINFORCED P. GONG. SLAB I (2) 2"x6" I 4� w 4B I. NEW 4" THK.UN-REINFOR P CED . GONG. SLAB UPON I POST TO I 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE I VA-LEY FRAMING AT IST FLOOR STAIRS: I I O • (2) VxIO" RAISED BEAM ABOVE STAIRS U c (SUPPORTING G.J. ® RR) • (2) 2"x8" FLUSH BEAMS WHERE BEAMS INDICATED I \ BENEATH STAIR PLATFORM \ I • • FRAME KNEE-WALL BENEATH STAIR PLATFORM AT EDGE NEAREST MUDROOM DOOR TO EXTERIOR I \ I _ \ GREAT ROOM - TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: m O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD \ 435 S.F. € SILL SEAL (5) 2"xb" • ANCHOR BOLTS AS PER PACE 6-005 POST TO T TO\ I P05T TO P BEAM • P. GONG. FOUND. WALL AS PER DETAIL UPON \ I • P. GONG. FOOTING AS PER DETAIL BEAM - - • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ( ❑ \ • S.O. FOOTING 5'-0" BELOW GRADE MIN. _(3)_I.15"x11.875" CF.P.2.OE LVL BM. BENEATH POST TO RIDGE _ • 1/2" EXPAN51ON JOINT® PERIMETER OF SLAB(WHEN APPLICABLE) I • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / STOOPS(WHEN APPLICABLE) I \ I • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB(WHEN APPLICABLE) I \ p \ I I Q NEW 24"xl2" DEEP P. GONG. CONTINUOUS FOOTINGS AS PER O DETAIL 6-A/401 AT 6ARA6E, DETAIL'1-A/401 AT BASEMENT,AND DETAIL 20-A/401 AT GRAWL5PACE . NEW IS"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER O DETAIL I6/A-402 $ 1'7-A/402. / DRILL d EPDXY PIN (4" EMBEDMENT) FTC. $ FOUND. WALL I INTO ADJOINING FT6. $ FOUND. WALL OF BASEMENT. I P05T TO / I I I BEAM _ I x24"xl DEEP P. GONG. PAD FOOTING AS PER DETAIL I-A/401. I (3) I'I5"x11.875" 6.P.2-0E LVL M. BENEATH POST TO RIDGE AS / I I 96 5O"x5O"xl8" DEEP P. GONG. PAD FOOTING I O MAIN I T RIDGE AS PER DETAIL 2-A/401. 2'AIN POSTS POST TO d 5 T T I BEAM UPSET M.M. I O56"X56"x15" DEEP P. GONG. PAD FOOTING 4C AS PER DETAIL 5-A/401. / (2) 2"xb" POST TO / VALLEY 9D 42"x42"x18" DEEP P. GONG. PAD FOOTING I (3) 2"x4" AS PER DETAIL 4-A/401. POST TO - m i RIDGE PERMAGAST COLUMN FOOTINGS 10 PERMACAST COLUMN UPON EXTENDED FOUND. WALL 4 FT6. Hu PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOJND. w WALL BENEATH COL. O SEE AL50 DETAIL 12/A-402. (2) 2"xb" BEAM SEAT w/ FOOTING (I5"XI5"xl2" DEEP) 111111111111 11 Hill 111111 1111111111111 111111111 1 11 STACKED I IA PROVIDE 51MP50N 6LB BEAM SEAT CONNECTOR UPON 12"� P RIDGES P. GONG. 50NOTUBE UPON IS"xI5"xl2" DEEP P. GONG. PAD FT6. (B.O. FTC. 5' BELOW CRADE)AS PER DETAIL 21/A-402. PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. O BEAM SEAT w/ FOOTING (24"x24"xl2" DEEP) I ui I IB PROVIDE 51MP50N 6L5 BEAM SEAT CONNECTOR UPON 12"(P Q P. GONG. 5ONOTUBE UPON 24"x24"xl2" DEEP P. GONG. PAD 0 FTC. (B.O. FT6. S' BELOW GRADE)A5 PER DETAIL 15/A-402. PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. STEPPED FOOTING __ PROJECT: 12 24"xl2" DEEP P. GONG. CONTINUOUS FT6. TO STEP AS NEEDED TO ALIGN WITH BASEMENT FT6. AS PER DETAIL a/A-401.V.I.F. FTC. DEPTHS. I STORAGE ABOVE MUD D GARAGE RESIDENCE 13 BEAM POCKET (TYP) I x TYPIGAL CLOSED FOUNDATION n QI 14 ® PORCHES / PATIOS: - - - - - - - - - - ^ I. SEE NOTED DETAILS 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILDING I 900 PRIVATE ROAD #26 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, SOUTHOLD, N.Y. 11971 BED ALL FLASHING IN ASPHALTIC, MASTIC 4. PORCH/PATIO WALLS OF SEPARATE POURS SHALL BE DONELED w a 5 O.G. VERTICAL TO EA. OTHER DRAWING TITLE: d TO MAIN FOUND. TYPICAL LEDGER BOARD ® EXT. DECK: PROPOSED STRUCTURAL PLAN 15 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL.LA6 BOLTS 5. INSTALL H.D. 6ALV. JOIST HANOER5 BY 'SIMPSON' (OR EQUAL) 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH 51DIN6 $ BENT OVER TOP EDGE OF LEDGER BD. 5. SEE DETAIL 15/A-402. PAGE: FOR HOOD STAIRS ® GRADE: Ib 4" OR P. GONG. PAD l2 WIDE x STAIR 5T LENGTH UPON S-103m0o 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS MAX. I6" O.G.,U.O.N. (MIN. 5 STRINGERS) III lill 111111 111111111111111111111 k lill 1H 111 Hill 1111 TOP OF FOUND. WALL MAY BE STEPPED DOWN AS m m I? REO.V TO ACCOMMODATE 6ARAGE DOOR CLOSURE D (VERIFY DIM. IN FIELD) ATE: 07/08/22 17 OF 19 ENLARGED CONTINUOUS FOOTING IS I. ENLAR6E,CONTIN0005 FOOTING TO 56" WIDE x IS" -DEEP,CENTERED DIRECTLY BENEATH BEARING POINT OF POST a EXTENDING PERPENDICULARLY FOR IS" ON FROFOSE7) SEGON7) FLOOR STRUCTURAL FLAN BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING (56" TOTAL LENGTH). 2. ENLARGED PORTIONS SHALL BE POURED „ , „ CK s MONOLITHICALLY w/SURROUNDING CONT. FT6. $ WALL. .� ^I' �iCi ,* SCALE: I/4 = I -O a w-^"""°'� 5. TOP OF FOOTINGS SHALL BE FLUSH �� /0 5 4 HORIZONTALINCREASE FOOTING N REINFORCEMENT AT ENLARGED f f - 4 • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. FT6;THI5 AMOUNTS TO AN ADDITIONAL (2) #5I. .x REBAR FROM TH05E ALREADY PRESENT IN 24"AV DEEP CONT. FTC. • (5) #5 REBAR ORIENTED PERP. TO CONT. FT6. �� `pia,__.::; •.0 7a a�- b. PRO:/IDE (2) #6 VERTICAL REBAR WITHIN P. GONG. <� FOUND WALL ABOVE CENTER OF ENLARGED FT6. OF N E y t i -1. SEE AL50 DETAIL 19/A-401. FOUNDATION WALL OPENING: Iq I. 2'-6"x2'-O" MASONRY OPENING IN FOUNDATION, PROVIDING ACCESS TO CRAWLSPAGE 2.PROVIDE (5) 2"xV HDR. w/BM. POCKETS ® OPENING DOEI ` ERAL. S I I " IBCL <E) : r _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT ) HOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) ...,{ NE NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 'J �----i W 5TL. WHEN APPLICABLE) -� NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Y Q WOOD FRAME (L.G. 5TL. © W P05T FOR 4" ALLS 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0 O 00 00 POST FOR b" WALLS), U.O.N. _ 7 C09 NEW 2-HR FIRE RATED i } HOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 0 � Z O .cc Y STRUCTURAL PLAN NOTES O O t O O SINGLE SPAN STRUCTURAL MEMBER: J N In O a-' + STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS cc ACRO55 MULTIPLE SPANS. PROVIDE 5PLIGE5 DIRECTLY Q G O ABOVE INDICATED POSTS. ® HOLDOHN: HOLDOWN 'A' AS PER PAGE 6-005 HOLDOHN: t� HOLDOWN V' A5 PER PAGE 6-003 (5) 2"xb" L POST TO R.R. - - - 5TL. COL. (TYP): 2"x " RIDGE O3 3-1/2" O.D. SCH405TL. GOL. (ASTMA123) BYSIMSSTEEL F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��„J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® I6" O.G. 70 �r4-,(OREQUAL) �NEW REINFORCED P. GONG. SLAB I - - - - - - 1- -- ----_�-� 0 „x1O„ H`r U •- I. NEW 4" THK. P. GONG. SLAB w/6 xb1-10/ID W.W.M. UPON - 2. 6 MIL POLY VAPOR BARRIER UPON I I I i i I L J U 3. 4" (MIN) GRAVEL BASE NEW UN-REINFORCED P. GONG. SLAB I I I I 2"xlo" R.R. 2"xlo" R.R. K. I I ,�J 4B I. NEW 4" TH UN-REINFORGED P. GONG. SLAB UPON I Q 0 I ® 161, O.G. 2. 6 MIL POLY VAPOR BARRIER UPON I Q I I 3. 4" (MIN.) GRAVEL BASE I I n n I I I 2"x8" R.R. FRAMING AT IST FLOOR STAIRS: - O • (2) 2"x10" RAISED BEAM ABOVE STAIRS I I m m I U (SUPPORTING G.J. ® R.R) I I a O O 10:12 PITCH p 10:12 PITCH • (2) 2"x8" FLUSH BEAMS WHERE BEAMS INDICATED O O�p (2) 2"xb" I --� �- • BENEATH STAIR PLATFORM I I I I L J /� • FRAME KNEE-WALL BENEATH STAIR PLATFORM AT X ® X ® POST TO cr Q EDGE NEAREST MUDROOM DOOR TO EXTERIOR I I VALLEY I I n V J TYPICAL P. GONG. FOOTING 4 HALL CONSTRUCTION: I I a m W O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD -� P 2"x O Q 6 SILL SEAL _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - I �' POST TO • ANCHOR BOLTS AS PER PAGE 6-005 � _ _ _ _ _ _ _ _ _ _ _ _ _ I �a RIDGE FROM BM. BELOW • P. GONG. FOUND. MALL AS PER DETAIL UPON WALL TO PROVIDE I L 1(:2) PITCH BELOW • P. GONG. FOOTING AS PER DETAIL I I ( I BEARING SUPPORT TO I DORMER WALLS • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I R.R. AS PER SECTION Ri • B.O. FOOTING V-O" BELOW GRADE MIN. • 1/2" EXPANSION JOINT® PERIMETER OF SLAB(WHEN I I z lY I I O 3 • AIR APPLICABLN)P. GONG. FOR PORCHES /PATIOS / I I Q O a O PROVIDE I I 2"xl0" R.R. ( L J PROVIDE 51MP50N H53.12X U CRICKET® WD. U - - F ® I6" O.G. TOP-FLANGE HANGER TO CONNECT STOOPS (WHEN APPLICABLE) I `fl - �_ FR. CHIMNEY (2) 2 x6 N x- Q x n GR055-7ABLE RIDGE TO MAIN • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET POST TO I I ® N ® I I RIDGE;SELECT HANGER HEIGHT FOR HEIGHT OF WALL d SLAB(WHEN APPLICABLE) RIDGE I cfi (3) 2"x4" POST tt� I M 5.5:12 PITCH 4:12 PITCH PER BM. ELEVATION DIFFERENCE. TO RIDGE FROM ul HDR BELOW I O 0 Q NEW 24"A2" DEEP P. GONG. CONTINUOUS FOOTINGS AS PER I I 2 2"xl2" RIDGE I') I O DETAIL 6-A/401 AT GARAGE,DETAIL 7-A/401 AT EXTENDING TO MAIN RIDGE � m BASEMENT, AND DETAIL 20-A/401 AT GRAWL5PAGE . (3) 1.75"x11.25" G.P. 2.OE LVL RIDGE EXTENDING TO INTERIOR POST - O O ------------ (2) 2"xb" POST I N I x x� NEW 18"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER PROVIDE 2"AV' BL B OGKIN6 AOVE I I TO RI) ER ABO W I I ry N Og DETAIL Ib/A-402 d 17-A/402. EXTENDED RIDGE FOR CONNECTION DRILL d EPDXY PIN(4" EMBEDMENT) FT6. 4 FOUND. WALL POINT OF R.R. ABOVE;FASTEN INTO ADJOINING FT6. d FOUND. WALL OF BASEMENT. BLOCKING TO RIDGE w/G520 Qi V Qi v O 2 xl0" R.R. STRAPPING 4 FASTEN R.R. TO I a BLOGKING w/51MP50N LRU21OZ I H a 0 a ij cV N N N I L J 24"x24"x12' DEEP P. GONG. PAD FOOTING FACE MOUNT RAFTER HANOER N 5 AS PER DETAIL I-A/401. I I O N V O X - � cV= ® (3) 2"xb N" POST TO RIDGES FROM (2) 2"xl0" R.R. w/ BEAM BELOW;NOTCH POST A5 0 Qy (2) 2"x4" 10:12 PITCH BELOW 30"x30" IS" DEEP P. GONG. PAD FOOTING I I (5) 2"xb" ® REQ'D TO ACCOMMODATE I ,, POST TO _ RMER WALL5 qB DIFFERENCE IN RIDGE DEPTHS (2.5 POST TO RIDGE FROM�ry O AS PER DETAIL 2-A/401. I MIN. BEARING FOR EACH RIDGE) I k 2"x8" R.R. RIDGE I ry BM. BELOW � a 16>11 O.G. L- - - - - - (3) 2"xb" POST I Lly ry p qG 36"x36"x18" DEEP P. GONG. PAD FOOTING I- - - - - - (3) 2"A2" RIDGE � (2) 1.75"xW' O.P. 2.0E LVL RIDGE TO RIDGE AS PER DETAIL 3-A/401. I P05T TO N O42"x42"Ab" DEEP P. GONG. PAD FOOTING VALLEY I I 2 1 R.R. qD I I I m (3) 2"x4" ® I6" O.G. AS PER DETAIL 4-A/401. O RIDGE r PERMAGAST COLUMN FOOTINGS 0 E - -I L N 10 PERMAGAST COLUMN UPON EXTENDED FOUND. WALL3FT6. n I C - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W PROVIDE ADDITIONAL(2) #5 VERT REBAR IN GONG. FOUND. I I - O - O - 16 I0:I2 PITCH - 10:12 PITCH I w WALL BENEATH COL. 0 �N SEE ALSO DETAIL 12/A-402. I I ® ® ® I I S I I P4 I I O BEAM SEAT w/ FOOTING (I5"x18"xl2" DEEP) I I 2 xloII R.R. Q 2 xlo R.R. IIA PROVIDE SIMP50N GLB BEAM SEAT CONNECTOR UPON 12"(P -� ® I6" O.G. m 016,10.0. 0 y P. GONG. SONOTUBE UPON 18"x15"x12" DEEP P. GONG. PAD OVERLAY - - _ _ _ _ _ ,FTC. (B.O. FTC. 3' BELOW GRADE)AS PER DETAIL 21/A-402 `f. I I VALLE - - - - - - - - �.� El PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. BEAM SEAT w/ FOOTING (24"x24"xIV DEEP) IIB PROVIDE 51MP50N GLB BEAM SEAT CONNECTOR UPON 12"4) ( I ~ F= 7:12 PITCH 8:12 PITCH (2) :2 x(,1 'x P. GONG. 50NOTUBE UPON 24"x24"xl2" DEEP P. GONG. PAD 0 STACKED N.D •0 ~ x �� v x- x - X- FT6. (B.O. FTC. 3' BELOW GRADE)AS PER DETAIL 15/A-402. I I n POSTS TO cV ® cV PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. WALL TO PROVIDE RIDOES, cv STEPPED FOOTING I I m BEARING SUPPORT TO m 2" 160, R.R. 2" 16" R.R. I PROJECT: L- - - - - - - - - - - - -R.R. AS PER SECTION - - - - - - - - - - - - a ® I6" O.G. p ® Ib" O.G. Q, v O _ iv' (2) 211xb11 12 NEEDED DEEP P. GONG. CONTINUOUS FT6. TO STEP AS I . * ry �Qy X POST TO I MUD D NEEDED TOALI6NWITHBASEMENTFT6. ASPER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �O � a DETAIL �I/A-401.Y.I.F. FTC.DEPTHS. - v - (3) 2"xb' it,0 F 9r x -1 iv ® RIDGE POST TO X P I SEAM POCKET (TYP RESIDENCE I RIDGE ry ® N �G� O�'2y 1 I I3 .) I I � TYPICAL OL05ED FOUNDATION 14 ® PORCHES / PATIOS: I I (2) 1.75"x11.875" G.P. 2.OE LVL RIDGE 2"xl2" RIDGE 2"xl2" RIDGE I. SEE NOTED DETAILS I Qi Qi (3) 2"x4"� 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1,45 AWAY I v v V FROM BUILDING I I o 0 0 0 0 o POST TO I I 900 PRIVATE ROAD #26 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER RIDGE I SOUTHOLD N.Y. 11971 FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, I I X X X BED ALL FLASHING IN ASPHALTIC MASTIC n ® N ® n 4. PORCH /PATIO WALLS OF SEPARATE POUR5 SHALL I DRAWING TITLE: BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER I I ~ ~ 4 TO MAIN FOUND. -- --- - TYPICAL LEDGER BOARD ® EXT. DECK: I I m m o a o o n d o i I PROPOSED STRUCTURAL PLAN 15 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS - - - 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS I I X! X!P X ! i4 X 9 ® 161, O.G. I I cv ® cV ® cv 3. INSTALL H.D. GALV. JOIST HAN6ER5 BY `SIMPSON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 4 BENT OVER TOP EDGE OF LEDGER BD. PAGE: 5. SEE DETAIL 13/A-402. II II FOR WOOD STAIRS ® GRADE: I6 4" THK.N P. GONG. PAD 8" WIDE x REG2'D LENGTH UPON - - - - - - - - - - - - - b 6RAVEL UNDER 211xl2' P.T. STAIR STRIN6ER5 ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S-:104m00 MAX. I6"O.G.,U.O.N. (MIN. 3 STRINGERS) TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 17 REG.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE (VERIFY DIM. IN FIELD) DATE: 07/08/22 18 OF 19 ENLARGED CONTINUOUS FOOTING IS I. ENLARGE CONTINUOUS FOOTING TO 56" WIDE x IS" DEEP, CENTERED DIRECTLY BENEATH BEARING POINT OF POST a EXTENDING PERPENDICULARLY FOR IS"ON B fi�ROPOSE17) ROOF STRUOTURAL PLAN BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING (5611 TOTAL LENGTH). ED SCALE: 1/4 I -O -D A 2. MONORLI6THIGALLY 0wx SURROUND NGGONTD FTC. 3 HALL. - ' 11 �G. � C,, 3. TOP OF FOOTINGS SHALL BE FLUSHf 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED FOOTING TO INCLUDE: �9 • (5) #5 REBAR ORIENTED IN DIRECTION OF GONT. FT6;THIS AMOUNTS TO AN ADDITIONAL (2) #5 Q REBAR FROM THOSE ALREADY PRESENT IN 24"A2" DEEP CONT. FTC. • (5) #5 REBAR ORIENTED PERP. TO CONT. FT6. 4 i7tr,, c� b. PROV'DE (2) #6 VERTICAL REBAR WITHIN P. GONG. '+ FOUNp WALL ABOVE CENTER OF ENLARGED FTC. 7. SEE ALSO DETAIL Iq/A-401. OF N�-O FOUNDATION WALL OPENING: 4 1q I. 2'-b"x2'-O" MASONRY OPENING IN FOUNDATION, PROVIDING ACCESS TO GRAWLSPAGE 2.PROVIDE (5) 2"x8" HDR. w/BM. POCKETS ® OPENING a a w w co J m Q a-1 � C LN O 0 o = O 4" FRESH AIR VENT O i IL O J I THROUGH ROOF 'cu Q 3, i c :3 N I O I � O O +, i-- +J COI c 1 Q O I I I I I I W I O I ALL PLUMBING 4 I 1ti I a0 FUEL GAS WORK 1 PROVIDE "ABESGO FF200 FR O SHALL CONFORM EXPANDING FOAM" (OR EQUAL) -1 TO LOCAL v I AT ALL PENETRATIONS IN FIRE Q PLUMBING CODE 4 N I RATED WALLS AND z FUEL GAS FLOO .5/CEILINGS. PRODUCT O CONFORMS TO A5TM E 814, w U • — ASTM E 64,AND UL 14719 N PIPING PENETRATIONS: I. PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR EQUAL) M BATH. I GARAGE _--- -------- ---- _ 2 AND FLOORS/CEILINGS. . 1 1 1-----r -- T PENETRATIONS AT WALLS T T-----�� KITCHEN LQL_ 2.PRODUCT CONFORMS TO ASTM E W.G. _--2° ---- SHALL --------- BATH. 2 I I I LAUNDRY BATH. 5 I I 1-- --� ALL PLUMBING WORK I I 814,ASTM E 54,AND UL 14'19 F- r I I I I I I I I I I SHALL CONFORM TO I '1 11I I I 1 I "1 "1 I I I LOCAL PLUMBING CODE KITCHEN r , 13 2��1 2 1 2 j 1 2 1 2 I 2 1 2 1 1 2"1 12 v I I I 1 1 1 I I 1 1 IIL I I GLEAN OUT 1 1 1 2" 1 2" 1 2" 1 1 1 2" 1 I AS REQ'D p /r .� I I \` 1 1 WASHING 1 PROVIDE F.A.I. I I I I STATION 1 I- I- I 15HOWER I I- I- 2 I- I �g 1 I- " RANGE I TUB _ DW 2 2 2 3�� LIM 3�� 2 311 z— PROPOSED 500 G.O. GOALLON BURIED 4" PROPANE TANK 4" HOUSE MAIN DRAIN GAS SUPPLY -/ F- w 411 TO 5EFTIG VERIFY SIZE w/MANU. WALL HUNG BOILER/WATER N SYSTEM z COMBINATION w HEATER N 4 FLUME31NO RISER - 17)RA I N / NASTE / VENT 5GALE: NT5 OAS RISER - SI FF V V +- I 50ALE: NTS z W O U IL It O It v ui Q NOTE: a -------------- ALL PLUMBING WORK o AIR 1 SHALL CONFORM TO HANDLER 1 LOCAL PLUMBING CODE PROJECT: I I 1 LEGEND MUD D I 1 -----� HSUPPLY OT RESIDENCE O I _.._ COLD kWATER SUPPLY z I O I N ; PROVIDE "ABESGO FF200 FR 900 PRIVATE ROAD #26 AT ALL PENETORAATIONS IN FIRE SOUTHOLD, N.Y. 11971. 1 RATED WALLS AND I FLOORS/CEILIN05. PRODUCT CONFORMS TO AS1 ASTM E 64,AND UL 14-11 14' DRAWING TITLE: i I 1 PLUMBING RISER DIAGRAMS W.G. BATHROOM I GARAGE BATHROOM 2 LAUNDRY I BATHROOM 5 KITG N GAS RISER DIAGRAM I I i O I O I " �q° �q° ��° �q° i �q° PAGE: I I qa qa I I - O 1 I I I I I I 1 Q4 1 I I X I I Q: I I I 1 I INTERIOR SHUT-OFF tL v I I 3 I v I I = 3 vI 3 3 I Oa I 1 Oa WASHING 13 I 1 pa z FOR HOSE BIB dJ I IX i I 10 sl � I 13 *I �� STATION I �O dJ I 10 I I v I $I Iv =1 !� - I 1 - m cV I In cV I 1n ry1 IU SHOWER n1 �O ry I ��+ m ry I �� cV I I 1 V N 1 :c�V Ng �I .N 1 :n wAs R I <�+ TUB :Q p4 P-10 .1000 I ��- �� I I -I I - I I �- I I DW REF. NEW FREEZE PROOF HOSE BIB L:�. _-i '-----1=-------1 =------------1=-----------1 -- -- �-' --- --1 F-�-J ---------=---J -J w VACUUM BREAK FASTENED.._.._.._I.._.._.._.._.._..I_.._.._..- - -.._.._..1.._.._.._.._.._.._.._..�.._._-_-1.. _-=_ C.._.._..__.._i.._.I_..�- ----1._.._.._.._.._..J ------------- w/PIPE FASTENERS (PRECISE ' I LOCATION T.B.D. IN FIELD- DATE: 0708 22 WN _ CONSULT H/OER) / / 19 OF 19 - 1 � TO PRIVATE u -------------- --------------- I WELL z I F- L-------------- Q tD ---------------- BOILER/WATER �. ro HEATER COMBO IV � AIR ~` HANDLER k Vr!t't 74 FLUiABINO RISER SUPPLY' 5GALE: NT5