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HomeMy WebLinkAbout49063-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY -Not M.16 ,,. 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#: 49063 Date: 3/29/2023 Permission is hereby granted to: Halsey MJ Revoc Trt 482 Waver/ Ave Brook/ n, NY 11238 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 325 Ba Ave, East Marion SCTM # 473889 Sec/Block/Lot# 31.-10-11 Pursuant to application dated 9/28/2022 and approved by the Building Inspector.. To expire on 9/27/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,254.80 CO-ADDITION TO DWELLING $50.00 Total: $1,304.80 Building Inspector 21� 'TOWN OF SO "I°IIOLD— BUILDING DEPARTMENT Town II'a11 Annex 54375 Main Road P. 0. Telephone(631), 765-1802 Fax (631) 765-9502 19:S ho� tNY 11971-0959 t � �dtwlart Hca APPLICATION FOR BUILDING PERMIT Date Recefved For Office Use Only q, PERMIT N0. r Building Inspector: Applications and forms must be filled out in their entirety„ Incomplete applications will not be accepted. Where the Applicant is not the owner,an k 1. Owner's Authorization form(Page 2)shall be completed. � u Date:9/28/22 OWNER(S)OF PROPERTY: Name:Micah Halsey/Micah John Halsey Revocable Trust SCTM# 1000- Proje�ctAddress:325 Bay Avenue East "larion NY 31-10-11 Phone#:609_204-0055 Email;m'halSe Mailing Address'325 gay Avenue East Mario Y( gmail.com CONTACT PERSON: n NY Name:Margot Coffey, Isaac-Rae Studio Mailing Address:430 Main Street, 2nd Floor Green ort Phone#:646-275-2447 P . NY 11944 Emau: . DESIGN PROFESSIONAL INFORMATION: margot. Isaac-raecom Name:Clay Coffey,. Isaac-Rae Studio Mailing Address:430 Main Street, 2nd Floor Greenport Phone#:347_276-6093 P � NY 11944 Email:clayisaac-rae.com CONTRACTOR INFORMATION. Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration RRepair ®Demolition ❑Other Estimated Cost of Project: $ Will the lot be re-graded? ❑Yes *No �,000,000 Will excess fill be removed from premises? E:]Yes No 1 PROPERTY 1111E �... _ ORMATION Existing use of property: Single family residence Intended use of property:single family amity residence Zone�or use district in which premises is situated: Are there any covenants and restrictions with respect to R- 19 Check Box �'\jjcr Rcading� this property? Dyes *No IF YES, PROVIDE A COPy. rise ow... Chapter 236 of the"town bode, ApPtiC.a�krit7f�i'IS... itEfkontrm ctor/design professional is responsible tart all drainage and storm water#MO$as Provided by t�Y�afACit to the iNtaiidlabg i�t"p.�rtntertt for tiro issuance nFa itaetidrtg parrni�t trrstaa� _.. ordinance trf the town of xyuthtaidr Suffolk,t srtvnty,i it roar yori�and other appii Dep rime t for r e Issuance a i#e ui add#tions,alterations or for rernovai or dernodl'tissn as herrsin described.Ttre applicant agreeslaw�, di conces of with u s pursuant to the buildings orae housing Dods and gutations arsd to adrn#t authorised inspectors on premises and in n s for recess g atlons,For the construction of buildings, pssnisha4ie as a t lass misdenseanor pursuant to lection itip.q of rise iasew York State penal law, Y i applicable Faros,ordinances,building code, g1' necessary inspections.False statements trade herein are. Application Submitted By(print game): :ey Signature of Applicant: BAuthorized Agent ❑Owner a Date: STATE OF NEW YORK) -- CONNIE D.BUNCH Notary Public,State o SSNew York COUNTY OF No. 01 BU6185050 ) Qualified in Suffolk County Commission Expires April 14,2_©_Q y (Name ofindividual signing contract)above named, being duly sworn, deposes and says that(s)he is the applicant (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 application;that all statements contained in this application are true to the best o work and to make and fife thisf his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith, Sworn before me this 1:4 `,i �1 hday of Notary Public Pm# qo-. W 4 GI ^ry f Wherrne. fi ��the�own i� 1"w theapplicant is not er) .Micah Halsey ��, 325 ea Avenue� residing at Y e East Marion NY do hereby authorize Clay coffGy m ��`�"�.�...—�,� apply on ��...�..�.�. �. ,to y behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature . Z (11ICAH " Mnl Date SAI 't11C rn�c�H Hti HALSZ4 REVOCgaLE Print Owner's Name S7 2 Generated by EScheck--Web Software N Cornpla /J jance Certificate Project ADDITIONS TO: 325 Bay Avenue Energy Code: 2011$ Location: d�CrO Construction Type; GreenPOr*, New or wrt 're-felrnny Project Type: Addition Climate zone: 4 (5572 Permit Date: lap Permit Number: Construction Site: 325 Bay Avenue Owner/Agent: East Marion, NY 11939 Isaac-Rae Architecture&Design Designer/Contractor: 11575 Main Bayview Road Cam Baccarella Southoid, NY 11971 NY Building Technology Group (347')276-6093 1.59 NY 25A margot@isaac-rae.com We'sl,Building, Suite B Miller Place, NY 11764 631.495-0289 Info@NYBTG.com 4 Compliance: 2.3%Better Than Code C MP NOT rovide an estimate of ever a 434 Y�r.ar UA: 424 Maximum The/Better or Worse Than Code Index reflects Prof M cPoseCo colull, p as e Yh hr uses d ll� P sed on code trade-off rules. SHGC: 0.40 Your SHGC: 0.32 9Y use or tosC retatdvti? o 7 rnuruBmurrv4. d Ptorrlr. 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 zorte must meet the minimum energy code insulation R-value and depth requirements � Ceiling • . - -vaulted R30 LD foam: Cathedral Ceiling Ceiling-Flat Roof-R30 LD foam +Taper: Cathedral 745 30.0 0,0 Ceiling 0.034 0.026 25 19 Wall to amb-2"Flash and Batt: Wood Frame, 16" 60 30.0 3.2 0.031 O.C. 0.026 2 2 Door SLGdoor total: Glass Door(over 50%glazing) 1.850 27.0 0.0 0.051 0.060 50 59 SHGC:0.32 Window DH total wall to amb: Wood Frame 144 0.320 0.320 46 46 SHGC: 0.32 Window fixed total: Wood Frame 244 0.320 0.320 7g 78 SHGC: 0.32 Window Glass Connector: Wood Frame 98 0.320 0.320 31 31 SHGC: 0.32 Window DH Total Walkout:Wood Frame 90 0.320 0.320 29 29 SHGC: 0,32 Window DH total wall to amb; Wood Frame 55 0.320 0.320 18 18 SHGC: 0.32 244 Walkout Wall to amb: Solid Concrete or Masonry0.320 0.320 78 78 339 Door solid total:Solid Door(under 50%glazing) 14.0 0.0 0.080 0.087 26 18 28 0.200 0.320 4 Project Title:ADDITIONS TO 325 Bay Avenue 6 Data filename: Report date: 09/07/22 Page 1 of10 Qgo pl�� Ell walkout slab:Slab-on-Grade(Unheated) • . Insulation depth:2.0' Basernent Wall to amb:Solid Concrete or Masonry 42 10.0 Wall hewght:6,0° 0.700 0.700 0 0 Depth below grade:6.0' Insulation depth: 8.0, 465 0.0 14.0 Window-E 0,052 0.059 Egress: Wood Frame 22 25 SHGC:0.32 Corr�Pllal:ce Statement, The proposed48 0.320 0.320 calculations submitted with the permit aPpiicatlon.The proposed bure fs has been designed to 15 15 bu6Wdnng design described here rs conspster�t with the building plans,s s and other REScheck Versiool: REScheck-Web and to comply with the mandatory requirements Ilsted in the R meet the 20p6 IECCtamequlremerats Tom Baccarella EScheck Inspectiorf Checklist. in Dame- rit�e S .re 09/07/2022 Date Project Title:ADDITIONS TO: 325 Bay e Data filename: Report date: 09/07/22 Page 2 of10 REScheck Software Version - REScheck-Web Inspection Che cklIsist Energy Code: 2018 IECC Requirements: ioo.()% were addressed directly in the REScheck software Text in the "COmments/AssumPtions" column is Provided by the user in the REScheck Requirements screen, For each requ!rement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is Provided, ection, Plans Verified ........... & Rea1D# Pre-Inspection/Plan Review Value Field Verified Value Complies? construction drawings and ns Requirement'EICOmplies R'Re'q,-, Corn ments/Assu mptio 103.2 'documentation demonstrate [PRI energy code compliance for the wil. ll be met. energy []Does No envelope.Thermal Not II represented on construction documents, ONot Observable ONot Applicable cable 103.1, Construction drawing IC 5 and 103.2, documentation demonstrate 403.7 rpl Elcomphes Requireme u will e met. - i1i energy code compliance for es Not PR311 lighting and mechanical systerlls Systems serving multipleONot Observable dwelling units must demonstrate ONot Applicable '.compliance with the lECC ,ComrnfL�l Provisions, 302.1, Heating 403.7 c00ling equipment,is JPR21� si-zed ➢Per ACCA Ma;l ual S based #Ieattng: Heating� on i�a Stuffir f3comp-l'ies 'Requirement will be met. ds ca I c u fa ted p ger ACCA Btu/hir— ElDoes Not Manual I or other methods Cooling: approved by the cod' Btu/hr Cooling: e official, Btu/hr— ONot Observable 'EINot Applicable Additional COrnmentS/AssumPtions: 1--1l-Wig-h.Fm-p`­a-c--t(Tier 1p-­-`------r-11 2 iMedium Impac Project Title:ADDITIONS TO: 325 B �TT _J-ier z3-[(�OWFrm—p"a`ct Bay Avenue Data filename: Report date: 09/07/22 Page 3 of 10 Sec _z etdon ndation Inspection Plans Verified Field Verified lir R °p �-.�...H ., Com lies? [Ol]?ply Slab edge insulation R-value. Value _ T Valuef1edW P -. Comments/Assum R ptions ' ❑ Unheated unheated plies See flee Envelope Assemblies - OOern ❑ Heated ODoes Not table fair values, ❑ Heated ;C7Not Observable [F03] W.. _ 'ONot Applicable 40 2.1.2 Slab edge insuiation ..._.�­ depth/length ft .... .. to ftCodi lies _71 ­- __ ...�. �w.. pdee tl�e envelope Assemblies 'EIDOeS Not table for values. ___.. Not Observable 402.j.1 insulation R value, w,. y, insulation' .the ...... " _ � pp icable " _; _ Nteie ir�uterior,' R may need to oct ur during edification R_ a Envelope Assemblies -..� Does Not table for values. Insulation Inspection,Not required In wariri-humid locations' ONot Observable n Climate Zone 3„ ;ONot Applicable [F0 i 303.2.2 Conditioned basement wa IG insulation installed per OCoriP � manufacturer's.instructions,instructions. Requirement will be _ ODpes Not met. 402.2.9 �. ONot Observable [F0611 insulation depth of burial asement wole _mONotApplicable ft from top of wall, ft distance ' _ .... omp"es -See rhe Envelope Assemblies [. ODoes Not table for valuers. 36"1.2"']z to^ te '"" � C]Not Observable A pro ve exposed covering I installed ❑Not A FOdl p _... applicable p tenor insulation and extends a OCompliesi xcePtto . Re_ I _ ._ Minimum of 6 in. below grade. Oboes Not not applicable.p �gulrement is ... 403.9 ❑Not ObservableSnow-and ice [FO12]a -melting system ONot App i ablecontrolsinstalled„ _ l omplies Y x eptiran: Regulrement Is ElDoes Not not applicable. .. ONot � .W ..a O. bse rdditional Comments/A �. Not Applicabieumptons; Project Title: ADDITIO S TO 3Im act lTier� 1 1 Hi h p ) 2 w- (Tier Medium li'n aci 25 Ba �. �. p t 2) .� r [ Data filename: Y Avenue 3 "° Low Impact Tier 3 Report date: 09/07/22 Page 4 of10 +ectlon ba �._rammy/Rough-F Rough-in Inspection n� Field r�fee Plans Verified 02. Value .t �. .. d41 42 . , Door U-factor, lua Cortplies. 02.3.4 — Comment s/Assumptions[FRlh 'Complies .. Doe�s Not table rav�tea Jee & ire Assemb"yes _ for Values, 402,1 1 average). TU factor Qarea ®Not Observable 402.3.1, vera e . weighted U_ 76­_.__,__­._ Not AppliCable 402.3.3, Does Not tee ..._ �kGa"MpkPeS ..�...�. See tlae�ravel'tap�e Assem 402.5 _.._..�.._ blies [FR2]1 for valuC s UNot Observable ---•. C�Not Applicable 3031.3 U-factors p deterrrt'Ined in accordance products,... [FR4 of fenestration rodaaets s ] :are ._,.. �.�-_... ce ��� N :with the NF'RC test procedure or �.� p eofs Requarerraenl..�.....�-.�...� ... will be met. taken frOM the default tableDoes 402.4.1, Ayr Iaarr�er and thermal barµ- []Not Observable i _ ,y ] installed Per'manufdcturer"s otAppflicable • instructions, er �� w _,; _o.a ❑N µ. FR23 rl �Comphes Requirem ent will be met. 402.413 'F fllsk" th ❑Not Observable a � A list d andalab led as meetin [FR20 ' Aurlt .�..., , ... ,,, �C�of Applicable � �...._��_.. ed Arad of site b N A/C5A 101 I S 2" ._ _... n ompdres or has infiltration rates er 40 Requirement will be met. p NF'RC Does Not 400 that do not exceed code limits, ❑Not Observable 4'02 ONot Applicable 4.5 lightingfixturesiR1C] sealed at housing/interior finish and labeled to flndicate = Not" p Re uirement will be at 75 Pa, —2.0 cfm q be met. 40[FR12 1 _ ] a suE y aaId return d ❑Not Observable p39 R-8 where duct is+ ucts m attics w�w � �� .. Applicable � ..�a._.� 3 inches. Su be met. ted >� ..,- .. inches in diameter and>� �Coanpifes Re u,irement will R-6 where < ODoes Not return ducts in other por4opls of d the building insuVated > ❑Not Observable diameter>= 3 inches and R-4.2 r ONot Applicable for<3 inches in diameter, .....403.3 2 �.. __� �...�... 'Ducts y air handlers .. w [FR13 and filter ' ° p ] nsearnfoe with , 1Cornp _ folnts/seams corn fliant w1tltYp lies ..._,... ..,_...m._, Internationalwoes Not Requirement will be met m.m Chdnical Code or International Residential Code, as C]Nat Observable 403.315 ducts o cavities are not - ❑NotApplecable applicable, Ae Buildm �� " [FR15 used as u „ o., r plenums. OComplies Req irenaer t will bem- ODoes Not met. ❑Not Observable ❑Not A pplicable ADDITIONS TOBay �.,.. p 1 Na h r"Pact p iTier 1 _ w Project Title; ���""`�`� �"� ] a � 2 "Medium Impact[Tier 2 C 3 Low Im 325 Avenue Data filename; `--�—— ac (Ti Report date �'•� 09/07/22 Page 5 of10 Ing f ROUgh Ira Irr io ,. ramira °...� g IO Igecti n ed Field Verified �._. lr�"RR ,..� a1ue �.._ 4033 7 Ducts declared to be weft w.._.._I a► plies" conditlrned do the mrnerts�A u s Verified space are either�1 . rratin,s� �. IJ�omplies ��._ .. completely withdn tlle continuous Require I q.. air barrmer°and within the lataddding erement will be met. . thermal envelope, �Ooes Not Within ceildn p 2l buried ONot Observable accordance gwith Section sulation+n [IN Applicable R403.3,6 and the air handler is located connpletely within the continuous air barrier and witNn the building thermal envelope and the duct iealrage is <= 1°5 cfm/100 square feet of conditioned floor area served by the educt system,or 237 the ceiling ieasuiatlon R-value installed against an(i ai)ove the insulated duct to tMae proposed celldng insulation R-value Fess the Rµ value of the insulati _ papeng cor�rve in . ' above 105 Q g fNuids R-- bel - or claliled fluidsR- OW ~ bel5,5 �Ooes Not �f �are Striated to R- p ..m _. ._ 3, Requerernent well be met. w 03 4.1 VAC FR24] I n on HVAC QNot Observable � dt�svrrlatd'rro��,.�. p�phectlon o w. ,-W,. , ONot Applicable Piping. f Od o0orxtpdies 'oes Not Requiren1ent will be met. C 3 5 3, ,.. © 3 ., _ ._�_� R t water pipes are insulated to Observable , l R- R _ pp C�Nat Obse 4141 A i�cabfe TOOrnoes Not.,�. __ R mplaesRe uire� _. . NotObservable q mint will be met. 40 °5 Automatic or gravity dampers Observable FRL a d installed on all outdoor air ers are Applicable intakes and exhausts, _. m_.... �' ompiles Requireme i nt will�Ooe�s Not be met. E]Not Observable Additional o ents/Assurnptions: ' ' w° w. ` .11�o'C�,Appdirable AMMONS 1d egh impact... 25 Ba Weer r d edTum Im (� _ .. "Pact Project Title; rm,��"apact ,Tier 2 TO. 3 � ) ._ Low Irma (filer ) Data filename; Y Avenue --=-= Report date.. 09/07/22 Page 6 of10 ttlon lis �. _.._ Val 303.P 10 �, ��on Pians Ver ed Value yam lies I _ a � �. p '�'�l�ue � �'lefd "�erafled d �... w� All 6raskae. S (INt3� or labeled �.w the atwon is I P res eot ted dnsui _,, installed R-values � ,�..� ""�„ �_��cem.�..�... _"J1__ /'�ssumPtiom�s provided, p of Requirement r encs �C?oes No will be met. ..,_,..,.._. 402 1",_j ..._. Not 402 2,5, Applicable'uyat9 drasutatroa�R_valuc. tt thisTs a _ C�Not Observable p R ... p_p bte mass watlt wath at least of the Not A 402.2.6 wait insulation on the wall R ,. 0 om lies fIN3]z exterior, the exterior insulation ❑ Wood Wood dee the Ive*eAssembiiesm ❑ Mass CIOoes Not tabic for Values, retguire�ment apples(FR10), '❑ Steel ❑ Mass Q SteelNot Observable (tN4 _� ... E]Not Applicable �wM 303p ed per manufacturer's Wald Insulation!s i__-ll" instructions„ �t omplies OOoes Not equir' be met.ement wi �..... . II Not Observable N Additional o ents/Assunl rtior�s; ot A ppllc .,�.... --�.�. �able Pro est Title: AbDITIONS TSO. 3lmpact�Tler 1)" 2 � tleddum impact(Pier 2 1,,, „ Low tin Data filename: 25 Bay Avenue act(TI w. Report date: 09/07/22 Page 7 of10 Section Final Inspection Provisions .,..W. 402.1-1, red Frel�aluefied m hese,. & 1$, . Plans Verif r • ...a 402.1 1 Value t �� ommens/Assu Ceiling insulation R-value. CO 2,1, � . . _-I, R� Complies? mptions f 402.2.2, 5ee!/xerr�el 402.2.6 ❑ Steel Does Not tabFe tai v velb [FI1 ❑ Steel ��❑ Steell ED 1,J PI ,_.,•e_ , il. eAsse.... m.... ] mblies 'CJNot Observable ®Not Applicable 303.1.1 1 C i ing msrer's in. - 303.2 s 1s a lled g insulatiorp installed per rn �... „ w IF12]1 a Very 00ft insulation marked e OComplies Re arlrernan ._ 3_00 ft. q t will biwmet. "... Oboes Not 402.2.3 Vented attics with air - _ ONot Observable [F122]2 `"_ ] Insulation include permeable � ��� '������� °""'°`°� ONot baffle adjacent �.. . ent is to soffit and eave vents that OComPI not apt �.Re extends over insulation. Oboes Not xcep ion Requirement 402 2 4 tti-_ applicable. .�_- pPservable Attic access hatch and door [FI3 i `""'"` ] insulation ❑Not A R-value of the adjacent assembly. OComOi livable Re0frernent will be me.. _-- Does Not t. 402.4.1. - @ 50 ]1 <c Sin Climateest � of Observable 2 Blower doortest 1 2, and [FI17 Pa <=5 ACH 5o_ - 'ONot Applicable ACH.._..� 50 _-_.. . e _ - ach in Climates 3-8, �•� ~----•- naplr+as' R quire,._.-.. �m oes Not 'Requirement will be met. 403.j.3.., d ermdre pressure tested to of Observable [FI27 leaks with � �f_. - m/100 ._x- _. .a_ �CotApplicable ,either:Rou h- g Ftz rnplwes g ire test.Total cfm/100 ft Requirement e �e .._.. _._.._._- leakage n�easc,ired with a quir ment will be Pressure differential of 0,1 inch '[J-Not 'ODere Not met. g.across the system including C jNot Observable the manufacturer stem air,handler ONot Applicable enclosure if installed at time of test Postconstruction gest,,Total leakage measured with a 'Pressure differential of 0,1 inch w"g" 'across the entire system including the manufacturer's air handler enclosure. - 403.3.4 FI411 cfm1100 ft2 across tl�e s: sterno _ Dtrct tightness test result of _ n -e q b y r ftz cfm/100 - .. 3 ctm/100 ft2 without air cfm/100 OComplsesRequire --_ handler @ 25 Pa,For rough-inRe ulrement will a ._-..a tests, verifdeation Oboes Not met. _ ocvur during tion May need to 'ONot Observable - iii 403.3.2.1 Ac y ma nhandle O Not A acturer at<_ Q �•.FramingInspection, r leakage designated design air flow. -2 of Applicable OComplies Re ulreni._w.��- -..�.-� .., Oeoes Not q ent will b�e met. 403 1.1 Progi°amenable thermostats' ONot Observable fFl9]� �� , installed for cosat�rol of primary • ONot Applicable heating sial cooling s OCornpe init"sally set by manfavtu Manufacturer to Requirerriiwnt will be ODoes Not met, 403. ' •2 code specifications, ONot Observable [F110]2 ervable[FI10jz unip thermstat nistaIled ONotApplicableon heat pumps, s, w.JDoe^y Iles ;Requirement will be met. �[FI1F1111 1 f irculating servdce'h`ot'w""— ----• ONot Observable 4 1]� S .,„ro �,m.. ONot A yster'ns have automatic or f Pilvable accessible manual controls, ❑Complies -w.._ Requirement will be Oboes Not met. ONot Observable ? Hu h Im act °t Applicable ❑N ADDITION g 32_P Tser Project Title; - STO: 5Ba ( - l Data filename: Avenue - .a act Tier 3) i P Report date: 09/07/22 Page 8 of10 Inspection Pro i .w� ' Final Ins Pla ns Ver" vrsrons Faehd V 403,6 I feed Value Complies�� � � 403 6.1 All mechararcal ventdlation s Commen mmW is/Assn [92 ns 51 fans not .. ptro . . ystem Value �.,.,. .,.nn. ' Per Tab ed m de �Co �.. mplies Re Part of tested and listed q , , .��. . w..,...,., , l�i�"AC equipment and adr fpow limits uirera'aer t will be __.. 8.403.6 meet°effdcac, Does Not met, 403'.. .m 403.2 Hot�u�t,��boilers�u ONot Observable 612 through PPIYIng heat ❑Not Applicable orle or twO- � � _ peps heating .��...,�b _ systems have outdoor setback �PComplies Re.. control to Bower boiler water Requirement will be r temperature based on outdoor Not met. temperature,_ ONot Observable 403.51 sated water cir Not A [FI2$]� culatron Applicable have a circtalatron StePrbS system return Pump.The pipe PrPe is a dedicated Corliplles return pipe or a cold water Requirement will be m Pipe.Gravity and therrrros.supply Not et. syPhon circulation systems are CjNot Observable not Present„ Controls for INot Applicable circulating hot water system Pumps start the pump with signal for loot water demand within fibs occupancy.Controls automatically turn off the pump When water is in circulation loop is at;set-point temperature a,nd 403 5.1'2 or hot water e no de,marad f .2 Electric exists z heat...tra ens [FI29] comply with iEE 51 to or UL 515,Controls auto Or O. e __, mplies " ail the energy � xce, t"a�n Requirement rs�... heat traein inpaut to the es.Not not a desired water rntain the applicable, ❑Not Observable .._.. Piping, temperature in the ❑Not ...w _ _ Applicable 403.5.2 s S nan,. [F130]� Demand recirculation water y �s have controls that mann 0C w... manage operation of the PtrmpCornplies m and limit the temperature of alae dwxception»R mm 9 he cold water es Not not applicable, gtrirerrent is 403, ,..•?rPrn to c 4yrF ONot Observable water enterrnt t 5 4 --Piping 10a. , 403.5 Drain water heat recove � ❑Not Applicable tested In accordance ,y units water-side tests P with C aA Potable �Do�Not Pressure loss of drain water heat P Excdp troxa.Re �� recovery units<3 not applicable,Requirement hs individual units Psi for ❑Not Observable or'two sh connected'to one. Owers. Potable water. ONot Applicable side Pressure doss of drain water heat recovery Emits < 2 psi for individual units connected to three or more sh_owers,._ 404.1 90%or more of pernranent [FI6]i or y lamp,,es have lar qlh effi .�...w cac .lam Complies t _ Re ur•r�e.rm-�ent�w ill be 404 11. odof Observable ontrnosystems ❑Not APoi!cablespilot li ht . m et. _.._�.._.�_�. CComplies BxceP#"on:Re q,tarrement is ODoes Not 401.3ot z p „ ��--�... applicable. CoCm ban ❑Not Observable [Fl7] e certificate posted. ❑Not Applicable d�Compdies QDoes Not lr q ement will be met. ❑Not Observable ❑Not Applicable FIJI mgh Im Iledruna (., Pact Project Title: _ mpact Trer ADDITIONS T Data filename: O: 325 Ba 2) 3 ( ] Y Avenue —u ow lrrapact d"rer'..� Report date: O� �g�0� 7/22' Page 9 of10 e onPlans � inal twpe 'oa r .. ovrBoo ...Me. s T- Re N aa�utac�rermanuB �o...... Verified Be dw�efierd �.__u r Cori i ) Manua mechana .. Value ornrerr� /A�su .._,e .._. .P�re �" tta _e, .m, Prions aB and water heaior7g systems have 11ompoe F�eer�provided. . . .ae. . s... ... eq�rircment wiBBe ODoes PwBdt met. .. m _ EINxtObservable additional COMMen -CINotppBcablenro' rtion TRtle:ACIC�BTlO Bm est(Toer � A. 5 TO. .., p dtrt� Project' `— "`_~---,.�.. ._. Medwm Br�pect(Tier 2 325 Bay Avenue _.... 1 Low lmµ act(Tier ) Data filename;, -- Report date: 09/07/22 Page 10 of10 �p )WELLING WITH PUBLIC WATER IMPROVED DWELLING WITH WELL WATER OVER Iso- 2Q FROM PROPOSED SEPTIC rJ D 1�X Cn ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN � ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS INFORMATION YOU AGREE NOT TOREPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, i PROPOSED 18'X36 POOL WITHOUT THE EXPLICIT WRITTEN PERMISSJON OF ISAAC-RAE LLC ACClSSORYSFT.ACI( G\ FRAMED Project: i 'Y/ SHEDS DRY 8 EAST MARION 325 Bay Avenue, East Marion,NY 411 EL 3 6 2�/ '�N Project No.: -12 0, C' IR 02 7e—al/Signature:10 SCTM 1000-31 -10-11 00 9 A 9 A 'Bl 10y Cl) 00 C"ll r 24 U, I J; 397 F TEST HOLE 02' % TEST HOLE ELEVATION 32.4'+/- IMPROVED DWELLING WITH PUBLIC WATER log, TOP SOIL BROWN LOAMY SAND (SM) Date 2.� AS NOTED O 11 C4 Drawing TltO—. -- PROPOSED SITE PLAN PALE BROWN MEDIUM < SAND AND GRAVEL(SW) Li lLL- Drawing No.: TEST HOLE BY K.WOYCHUCK LS DATED 05/10/2022 NO WATER LOCATED 0% nn H€ACTH DEPARTMENT—HLJVAI -,TAM;, A . ( ) I � Wiwi mo NOTES 325 BAY AVEqflb - il 0 ' DRAWING ISSUE NO. DATE ISSUED FOR \\ .: r'::: :" \� 1 04/27/20:21 SD FI r PI n Approval SYMBOL LEGEND �\���.. w,,,.,., Floor a App o al FEMA NOTE .. \ :���;���° (� EAST MARION NY THE PROPERTY I NOT N < . ' 1 0 S O I THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE 3�J 2 FLOOD ELEVATIONS \c:: ;:.. \ ... a WWI i SEGT1pN NUIiBER -31 -10-11- 4 DOOR NUMBER 1 1 1 11 SHEETtBBER SCTM#: 000 3 0 (SEE C)O(}12 SCHEDULE) °1 v \\s"_\> :s <:<°>c . w 5 ' ,'' \: 6 ENERGY CODE STATEMENT OF COMPLIANCE \,.\\\��; COUNTY SUFFOLK I TO THE BEST OF MY KNOWLEDGE BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS `� ". DETAIL INDICATOR 1 PilCe�eil4JFY ii41"4i}GR ppyy � \\..,,\ \\>o�Y�\�>.,. •!I :g� °K•�•. ',. ."':.. >:`:� .,n. - ..+:.. v C is WINDOW SCHEDULE) IN COMPLIANCE WITH NYS 2020 ENERGY CODE. RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS .. , A ,•• ; \ :,.,,. >." .. ,K. "' AX MAP NUMBER 100-000-0031-010.011 SUBMISSION ,o\ ter, " VILLAGE EASTMARION 10 : ... . .x.t DETAIL NUMBER ClUAN NUM$R °C ,.�:. 3`.:'t�r - - . BLOCKSI SHUT NUMBER GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION1 112 1 ..,.w; ;. . LOT 25.4 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND < " a " °" WILL MP °. .: \\r a,. w »I. . . :. ;>.., .. ? DRAWING REVISIONS -. DETAR.CLOUD MARM - REVISION CLOUDMAWEI COMPLY WITH 2020 SUPPLIMENTAL REQUIREMENTS,AND THE BEST TRADE PRACTICES. ; ,.• � I' ,•. x t �\ >. ' ? ,` ,., �' nx\ NUMBER OF FLOORS 2 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFOREo %. ::•' :°; _•, <:' .: : .. s a N0. DATE REVISION SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS z °:_.'- :r° - ._ <: .•,5:, .;.:.: /� WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS LOT AREA 47ACRES OR 20264 SQFT 1 LINE INDICATINGAll .; a t2' --- ----- - EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS �" .` r.r: "" - °' <" `:.`l LEVEL INDICATION OBJECTS ABOVE /O AERIALS REQUIRED OR FOR ,. < ,. ;: DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE ALLOWABLE BUILDING COVERAGE 4,052SQFT OR 20% 3 Note:[4'0"j«t an t I �$:•. 00 LINE INDICATING CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK " ;`: #, F;=.: ":) " '.' ' _ S O AT THE SITE.VERIFY ALL :: :,,. ~:'` y: . s 4 OBJECTS BELOW CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE =: " 'F' '" $ ',g ,; i. � EXISTING ROOFED BUILDING COVERAGE 2,026 SQFT 5 ARCHITECT. f CABINET MARKER 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE ° R PROPOSED BUILDING COVERAGE 2 661 SQFT WALL 6 - A -- y i � ''• www w,,•w°;:...�'\\, E 'Y, r,PROJECT SITE WITH THE OWNER AND ARCHITECT.THE � �, ��74 s�: _' �° '* � �* `�"' �` `'.�� � 7 PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS =a I ZONING R 40 8 DONE IN ACCORDANCE WITH THE APPROVED PLANS. ' ar.. 1 A g `a ' �' " ZONING MAP EASTMARION 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF h : ... ._: . ; . ate. 10 INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES °"' �� . ' 'gym « � • REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. a �' r LANDMARK DESIGNATION NONE 11 12 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE p ., CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED '" HISTORIC DISTRICT NO THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. °` '�' `°' " ` -" THIS APPLICATION IS APPROVED ONLY FOR WORK .• Y.;,,✓t.:., ">..-R.,,N+*. .,»,`.' ,;�'•.^, ¢ `,...'i•r:5'.,,«c.., d1 'e;:.•,N. -C.';sN`? ,. ::..: ..;s w• '.z.•.,'.,�-.,•.,'� "; ) 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY ;, .. x. �°..'•.,.n e, .. . , � BUILDING HEIGHT 27 FT INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, pp__ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR .: ,. ., »"' e.4c'''r.,z.. . <<.r, �? ;wr. t% >., `'^�`q:dap. Zg.� .,�.�',f z:r" 6a2.. :y; - ."`..»'i°.; SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN : AND TO PREVENT CONTACT WITH PUBLIC. s ;r� * x; <€•;: ` `""�` F'' ��r rACCORDANCE WITH APPLICABLE CODES. 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL ,: ,;:tx,<, ,, .� 3 °, �• >wt,. � . •.�. ,' °. INTEGRITY OF ADJOINING WALLS, GROUNDS AND ; % k $fx. . , :r .r'. � '., x�p OCCUPANCY USE GROUP RESIDENTIAL R-2 PROPERTY AND PROTECT THE SAME FROM INJURY „. :^. .�,-k . .`. « ;::.,.. .e.: .a .'� . o>V x :tp.:.'. ::'` .a,'r �?.8�w«: `.+`•...^ z.."^�^2'r: y<4'$x ,, 8.CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND Viz,, 'e `. I. #:• ,, : ;.x ;;..;.y ;-g.t 4 :, $ ACCESSORY OCCUPANCY USE GROUP -- ADJACENT TO SITE. 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED `;z>«.:r:•:. � -r SPRINKERS SYSTEM NONE Consultants: AS A RESULT OF CONSTRUCTION FOR THIS WORK. Surveyor: 10. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL Ken Wyochuk COMPLETION. SHEET# SHEET NAME number P.O. Box 153 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION Aquebogue, NY 11931 OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL S-303 STRUCTJRAL FOUNDATION PLAN AUTHORITIES. S-304 STRUCTJRALPLAN 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND Structural Engineer_ MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND S-305 STRUCTURAL PLAN Alex Spyrou INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE S-306 STRUCTJRAL PLAN AES Engineering CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. S-307 STRUCTURAL PLAN 630 Fifth Avenue, Suite 2000 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED S-3O8 Unnamed New York, New York FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). 15.SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS S-309 Unnamed HER'S Rater: LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- Torn BaCCarella OFFS. S-310 Unnamed 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF S-311 Unnamed NY Building Technology Group THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE 159 Route 25A THE JOB. S-312 Unnamed Building 1, Suite B 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY S-313 Unnamed CAPPED OR PLUGGED. Miller Place, NY 11764 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE S-314 Unnamed OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN S-315 Unnamed MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR TO THE OWNER. T-002 GENERAL NOTES 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF SKILL, QUALITY AND COMPLETENESS. T-001 TITLE SHEET 1 Architect of Record: 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF T-003 GENERAL STRUCTURAL NOTES 1 BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. .1 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 5:00 P.M. MONDAY P101 Water Riser Diagrams 2 I SAA(✓ - RAE THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, P102 Sanitary Riser Diagram 3 SUNDAYS AND HOLIDAYS, AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE 430 Main Street DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. P103.00 PLUMBING FIXTURE SCHEDULE 4 2nd floor 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE ALTERATION AGREEMENT S-300 STRUCTJRAL DETAILS 4 Greenport NY 11944 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED S-301 STRUCTURAL SPECIFICATIONS 4 Contact; Isaac Clay Coffey R.A. 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM S-302 STRUCTJRAL DETAILS 4 NYS LIC#039767 LINES. A-000 PROPOSED SITE PLAN 5 T. 347-276-6093 E. clay@isaac-rae.com SITE PROTECTION PLAN: A-001 EXISTING PLANS 6 Project: 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE A-100 PROPOSED PLANS - BASEMENT 7 EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED A-101 PROPOSED PLANS - LEVEL 01 & 02 8 EAST MARION DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL A-102 PROPOSED PLANS - ROOF 9 BE STRICTLY OBSERVED. 325 Bay Avenue, East Marion, NY &HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF A-110 PROPOSED RCP - BASEMENT 10 DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY A-111 PROPOSED RCP - LEVEL 01 & 02 11 FACILITIES, AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. Project No.: 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW A-200 PROPOSED ELEVATIONS 12 IR-02 RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT A-201 PROPOSED ELEVATIONS 13 MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. Seal/Signature: 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING A-300 BUILDING SECTIONS 14 MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL BE STRICTLY OBSERVED. A-301 WALL SECTIONS 15 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR A-400 KITCHEN DETAIL PLAN 16 CONTRACTED WORKERS 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH A-401 MASTER SUITE DETAIL PLAN 17 CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT A-402 MASTER SUITE ELEVATIONS 18 FEDERAL HOLIDAYS Ogg/,LAY(- 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY,OR A-403 WC DETAIL PLANS 19 � OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED A-404 WC DETAIL PLANS 20 THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE A-405 WC DETAIL PLANS 21 s• )' REQUIREMENTS OF SOUTHOLD TOWN & SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS .: ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF A-406 INTERIOR STAIR DETAIL PLANS 22 SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, 1 02 -1 �C A INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH -407 EXTERIOR STAIRS DETAIL PLANS 23 I` ryJ DISRUPTION. A-500 MILLWORK DETAILS 24 Nf' A-501 INTERIOR DETAILS 25 f ABREVIATIONS A-502 IWINDOVV DETAILS 26 A-600 ISCHEDULES 127 AFFABOVE FINISHED FLOOR CL. CLOSET EL ELEVATION B.O. BY OTHERS/OWNER LAM. LAMINATE N.I.C. NOT IN CONTRACT R_- RETURN AIR TELEPHONE A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GLASS LV. LOW VOLTAGE N0. NUMBER REV, REVISE/REVISION' T.B.D. TO BE DETERMINED Date: Scale: ACOUS. ACOUSTICAL CONC, CONCRETE EQ, EQUAL, GRL. GRILLE MATL MATERIAL O.C. ON CENTER R.O:;' ROUGH OPENINGI TYPH :TYPICAL AS NOTED 73 73 ADJ. ADJACENT CONST. CONSTRUCTION EQPT; EQUIPMENT GFI: GROUND FAULT INTER. MAX. MAXIMUM OPNG OPENING SCHED,; SCHEDULE 0.O.N. UNLESS' Drawing Title: N A/C AIR CONDITIONING CONT, CONTINUOUS EXIST. EXISTING GWR GYPSUM WALLBOARD MTL, MECHANICAL OPP.IOPH OPPOSITE/OPPOSITE HAND SECT, SECTION OTHERWISE, AL. ALUMINUM 9TL DETAIL EXT., EXTERIOR HNDRL HANDRAIL MTL, METAL PTD. PAINTED SHT. SHEET- NOTED TITLE SHEET APPROX. APPROXIMATE DIM, DIMENSION FIN FINISH H9Wfl,' HARDWOOD MIN. MINIMUM PARTN. PARTITION SIM,., SIMILAR: VIAL VERIFY IN FIELD; o ARCH. ARCHITECTURAL DR. DOOR FIN,FL. FINISH FLOOR HVAC. HEATING,VENT,&A/C; MISC. MISCELLANEOUS, PL PLASTER SC SOLID CORE VT/VCT r BLKG BLOCKING DBL. DOUBLE FPRF. FIREPROOF H.M% HOLLOW METAL MLDG. MOLDING PLYWD.,PLY PLYWOOD SQ.FT., SQUARE FOOT VINYL N CLG. CEILING DN. DOWN MTD. MOUNTED POS. POINT OF SERVICE COMPOSITION TILS Drawing No.: N S.C. SELF-CLOSING HORIZ. HORIZONTAL S.STLI STAINLESS STEEL', �l WITH N C.H. CEILING HEIGHT DWG., DRAWING FL. FLOOR IN. INCHES MUL MULLION QTY, QUANTITY STD. STANDARD, W/0 WITHOUT. CL. CENTER LINE EA, EACH FLUOR. FLUORESCENT NOM. NOMINAL REC. RECESSED WD.•,• WOOD , ~ ELEC. ELECTRIC/ELECTRICAL. INSUL, INSULATION N.A, NOT APPLICABLE REQ'D REQUIRED STL. STEEL. N C,T., CERAMIC TILE FT, FOOT/FEET J.B. JUNCTION BOX Q STOR. STORAGI' rn NOTES r,aENERAL NOTES : NAILING SCHEDULE PLAN Q0NTFNTS- DRAWING ISSUE CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R-15 RESIDENTIAL NO. DATE ISSUED FOR 1). The information within this set of construction documents is related to basic design 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING 1 04/27/2021 SD Floor Plan Approval intent and framing details. They are intended as a construction aid , not a substitute 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT (SEE ELEVATIONS) 2 for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strap, the number of 10d common nails required3 RAFTER TO 8'WALL:3-8d COMMON EACH State building codes. The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10'WALL:4-8d COMMDN RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 4 construction details and procedures to ensure a professionally finished, structurally 5 sound and a weatherproof completed product. 2 . RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH �,�, 6 p p p ) TO TOP PLATE 10'WALL:4-8d COMMDN JOIST TOE-NAIL Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in DESIGN CRITERIA SUPPLEMENT: 7 2). The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 8 meets current federal, state, county and local codes, ordinances and regulations, etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM - SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 9 These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections. Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 60 10 should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM - SBC LAP NAIL DECKS 40 11 3). Dimensions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 12 (DO NOT SCALE DRAWINGS), Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/ STORAGE 20 DRAWING REVISIONS accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING 2-8d COMMON EACH TOE DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 NO. DATE REVISION 4). The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL (LIVE LOADS PSF) responsibility for construction coordinating with these plans, nor responsibility for accordance with table 3.3. RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) 40 1 construction means, methods, techniques, sequences, or procedures, or for safety 2- 16d COMMON 2 precautions and programs in connection with the work. There are no warranties for a 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ROOMS (SLEEPING) 30 3 specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift WALL FRAMING: STAIRS 40 4 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete GAURDRAILS ANY DIRECTION 200 5 5). Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION Qom, SPACNAIL IING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 6 the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 7 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION or exceeds manufacture's specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 9 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE 9 7 . The General Contractor is to consult with the owner for all built-in items 4- 16d COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE _ 10 ) INTERSECTIONS EA. SIDE NAIL 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 11 such as bookcases, shelving, pantry, closets, trims, etc. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24" FACE m : 12 attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD 2- 16d COMMON O.C. NAIL FIRE PROTECTION Y 8). 130 MPH Wind load requirements shall be taken into account during construction. SEE FLOOR PLANS THIS APPLICATION IS APPROVED ONLY FOR WORK 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel HEADER TO 16"O.C. FACE SMOKE & CO2 DETECTORS edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAILINDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL FOUNDATION NOTES: in table 3.15a-b. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1). The General Contractor and Mason to review plans, elevations, details and notes to TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK TO BE CONSIDERED AS EITHER BEING APPROVED OR IN determine intended heights of finished floor(s) above typical grade. 6). TYPE if EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ACCORDANCE WITH APPLICABLE CODES. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 2). All footings to rest on undisturbed (virgin) soil, length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROSTWINTE ICESHIELD 3). Provide 1/2" expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING FLOOD ) p 1 g SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN Consultants: concrete or mason walls occurin in exterior or unheated interior areas. 7). INTERIOR SHEARWALL CONNECTIONS: HAZARDS � g LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING: Surveyor: 4). Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL MODERATESLIGHT TO Ken Wyochuk be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. OTY SPACING NOTES 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERATE11 YES NONE P.O. Box 153 5). Unless otherwise noted, all slabs on grade to be 4,000 p.s.i.. Concrete to be g)3. JOIST TO: PER TOE. 'ONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-sd coMmoN Aquebogue, NY 11931 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs Header and/or girder connections shall be attached with uplift connections in accordance SILL, TOP PLATE OR GIRDER JOIST NAIL NOTE: to be minimum 3-1/2 inch thick:. All fill to be compacted to 95% relative density with with table 3.5. Window sill fates shall be have steel connectors in accordance with table BRIDGING EACH TOE 6" maximum lifts (layers). p TO JOIST 2-8d COMMON END NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY Structural Engineer: 6). Crawls aces to be provided with a minimum 18"x24" access opening. Install one 9 . CATHEDRAL CEILING ASSEMBLY: BLOCKING EACH TOE Alex Spyrou p p ) 2-sd coMr�oN ' `-i. -,T`:� '--` '�-•• 4 rn -" " -` ---- Where a ridge is to be used as a structural beam, the rafters shall either be notched and TO JOIST END NAIL AES Engineering i�:'16 CEALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 g INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: New Fifth Avenue, Suite 2000 7). DanSTATE 2017 UNIFORM CODE SUPPLEMENT. (nous coming as requirea oy current along the open ceiling part of the building. Connections to the ridge and wall shall be be SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIA E New York, New York 2. .Y.S.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH N0. 2, OR BETTER,rer attached with the above requirements. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES LEDGER STRIP EACH FACE HER's Rater: the bel(UNLESS OTHERWISE NOTED ON THE PLANSbackfillina. 3- 16d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES:1,3 3. FLOORS,WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. INSULATION TO BEAM JOIST NAIL Tom Baccarefla Q� Dra UNLESS NOTED,oH by ni irront KI V C Pncirlcntini r.nnctri intinn (`nrin JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. SEE NOTES:1(BOTH FIELDS) NY Building Technology Group -4. ' UNLESS OTHERWISE NOTED ,ALL BEARING WALL HEADERS TO BE (2) 2X10#2+ 3-8d COMMON 9 gY p 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM JOIST NAIL NOTE:2 FOR PANEL FIELD BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2)JACK STUDS AND (2) FULL 159 Route 25A LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3)JACK 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" O. 8d COMMON @ 4" O.C. SEE NOTES:1,3 Building 1 , Suite B STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS. BEARING WALL 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST 3- 16d COMMON JOIST NAIL Miller Place, NY 11764 WINDOW SILLS SHALL ALSO HAVE (2)WINDOW SILL PLATES FOR 2X4 WALL 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATERNOTES OPENINGS BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9. 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER BAND JOIST TO: 2- 16d COMMON PER TOE NAIL PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. SILL OR TOP PLATE FOOT SEE NOTE: 1 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. 7, SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR NAIL NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL JOINT DESCRIPTION QTY SPACING the 4 foot perimeter edge zone attachments required shall be used. Architect of Record: BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. RECOMENED INSULATION AS FOLLOWS 7. 7). PROVIDE 2- 1-3/4"THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS) AS PER TABLE 3.8 AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE STRUCTURAL PANEL 8d WFCM -SBC 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ISAAC - RAE NOTED (TYPICAL). VAULTED CEILINGS : 4" SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 8. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID BLOCKING per inch. WITH ROCKWOOL R23 5-1/2" for total of R49 430 Main Street CEILING SHEATHING: 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For IN FLOOR JOISTS UNDER,ALL BEARING WALLS. WALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. 2nd floor 9. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 JOINT DESCRIPTION NAIL \IAIL framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Greenport NY 11944 DRAFT BLOCKING AS NEEDED. FLOORS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. OTY. SPACING Contact; Isaac Clay Coffey R.A. 10. UNLESS OTHERWISE NOTED ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2" Y Y THICK,4-PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 GYPSUM 5d COOLERS 7 O.C. EDGE NYS LIC#039767 COVER OVER PLATES AND HEADERS. SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 WALLBOARD 10' O.C . FIELD 11. UNLESS OTHERWISE NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH WALL SHEATHING REQUIREMENTS FOR WIND LOADS: T. 347-276-6093 E. clay@isaac-rae.com PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR WALL SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIA E JOISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER PLUMBING NOTES SHEATHING LOCATIONNOTES Project: MANUFACTURE'S INSTRUCTIONS. 1. All water supply, drainage and venting to be installed as per N.Y.S. Residential JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 12. ALL BATHROOM WALLS TO HAVE 5/8"THICK r�IOISTURE-RESISTANT SHEETROCK. g g p QTY. SPACING SEE NOTES: 1 3 ( BOTH FIELDS) 13. ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET Construction Code, and shall meet Suffolk County Health Department requirements 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. EAST MARION ROCK AND TO MEET ANSI!UL 263 AND DESIGN NO. U349 as stated on septic permit STRUCTURAL 8d COMMON AS PER TABLE 3.9 NOTE: 2 FOR PANEL FIELD 14. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, 2. Verify septic system with the Engineer for Suffolk County Health Department PANELS WFCM -SBC INTERIOR ZONE 8d COMMON @ 6" O.q. 8d COMMON @ 12" O.C. SEE NOTE: 3 325 Bay Avenue, East Marion, NY HENRY BLUE SKIN OR APPROVED EQUAL. 7/16"OSB 3"O.C. EDGE 15. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS approval. PLYWOOD 6d COMMON 6"O.C. FIELD 16. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related NOTES Project No.: TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R- work,provide adequate bracing and plates to protect and secure the structure. Verify GYPSUM 5d COOLERS 0 D.C. EDGE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment I R-02 TEX TERMITE SHIELD OR APPROVED EQUAL. with the state Code and manufacture's recommendation for maximum hole size and WALLBOARD 10 D. . FIELD requirements shall be used. spacing permitted 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing Seal/signature: FLOOR SHEATHING: members with G>0.49. For framing members with 0.42<G<, the nailspacings shall be HVAC SYSTEM NOTES NAIL NAIL g JOINT DESCRIPTION 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety QTY SPACING reduced to 6 inches o.c. 3). For exterior panel siding, gafvinized box nails shall be permitted to be substituted for " requirements. Manual J D S Guide lines to be follow. ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS 8d COMMON s°O.C. EDGE common nails. INSULATED Blower Door Test to be performed as required 1OR LESS 12 D.C. FIELD 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the NOTES: 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 3). HVAC subcontractor to provide final system layout drawing and submit it to the General SCHEDULE NOTES ONLY. 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Contractor and owner for final review and approval. 1). Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If FIREBLOCKING NOTES wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing ELECTRICAL NOTES: requirements for structural members shall be doubled, or alternate connectors, such as shear q plates, shall be used to maintain load path. As required by current IBC 2020 & NYS Residential Code - FIREBLOCKING REQUIRED ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES. CON. CODE Firebfocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2).When wall sheathing is continuous over connected members,the tabulated number of nails fi-e barrier between stories, and between a top story and the roof space. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT As shall be permitted to be reduced toi - 16d nail per foot Firebfocking shall be provided in wood-frame construction in the following locations REQUIRED BY IBC 2015 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass NOTED fiber shall be allowed as firebfocking in walls constructed using parallel rows of studs or staggered studs. 5. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and Date: Scale: 75 3. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED cove ceilings. AS NOTED n 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall Drawing Title: N comply with current N.Y.S. Residential Code. GENERAL NOTES 0 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of co o combustion. N 5). For the firebfocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. Drawing No.: N 0 N N GENERAL NOTES : NOTES 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE A. DESIGN LIVE LOADS F. STRUCTURAL STEEL DRAWING ISSUE J. CONSTRUCTION SAFETY NO. DATE ISSUED FOR STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. 1 05/03/2022 SUFFOLK COUNTY REVIEW LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 46 KSI) 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING OF FRAMING AGAINST WIND, 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 1. BUILDING CATEGORY: II ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION LOADS & OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 4 2. IMPORTANCE FACTOR.: WIND (LW) = 1.0 CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF FRAMING. 5 SNOW (LS) - 1.0 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. 6 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325, TYPE X. INSTALL EACH K. COORDINATION SEISMIC (LE) = 1.0 BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR 3. GROUND SNOW LOAD: 20 PSF TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" ONLY UNLESS 1. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 4. ROOF LIVE LOAD: 20 PSF OTHERWISE NOTED. CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. 5. WIND LOAD: 140 MPH BASIC WIND SPEED 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS WIND EXPOSURE: B PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. M. MISCELLANEOUS VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS DIRECTIONALITY FACTOR, KD: 0.85 WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE "STRUCTURAL WELDING 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE GUST EFFECT FACTOR, G: 0.85 CODE" AWS Dl.l OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE INTERNAL PRESSURE COEFFICIENT, GCPI: ±0.18 REQUIRED ON THIS PROJECT. WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK, THE RESIDENTIAL CODE OF STATE OF SPECIAL WIND REGION: YES 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 6. SEISMIC: SEISMIC DESIGN CATEGORY: B INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR SDs = 0.148 ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. SDI = 0.085 LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. ILL B. FOUNDATIONS 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 13 GENERAL NOTES: 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL FLOORS, ROOFS, Zn m 1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS =2,000 PSF. OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOJS WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. W 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND PRIOR TO PLACING CONCRETE. ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO THIS APPLICATION IS APPROVED ONLY FOR WORK 3 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL TO REACH FIRM, UNDISTURBED SOIL. G. STRUCTURAL LUMBER EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES BETWEEN OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF PARTITION ACCORDANCE WITH APPLICABLE CODES. W FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS FOR EVALUATION PRIOR TO START OF FABRICATION. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, M STRUCTURAL DRAWINGS. a. Fb = 850 PSI ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 5. ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL 1N LIFTS NOT b. Fc (PERPENDICULAR) = 625 PSI 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, AND ERECTION 3 Consultants: EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE c. Fv = 95 PSI PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. _ d. E = 1,600,000 PSI 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL a CONTENT AS MEASURED BY ASTM D698 AND 95% AS MEASURE BY ASTM D-1157. 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE OR BETTER WITH DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. W 6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. 7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. ENGINEERING REPORT. 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. GENERAL CONDITIONS: Z 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. AL; LAG BOLTS 1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED � SOIL (ONE VERTICAL TO TWO HORIZONTAL) OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES Z BY DRIVING WITH A HAMMER. TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR o ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH LARGER REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. o PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULLUJI THAN THE BOLTS. 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS PIERS ETC. FROM DAMAGE DUE TO BACKFILLING. a7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE THICKNESS CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. W 11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM THE EXCAVATIONS FOR UTILITIES, ETC. SHOWN ON THE DRAWINGS. 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE o 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. RESPONSIBLE FOR SAME. 0 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING AUTHORITIES. W THE TOP OF THE FOOTINGS. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS ARCHITECTURAL, AND MECHANICAL 13. DEWATERING PROCEDURES, 1F REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, WASHERS, a LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR DRAWINGS. 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE THAT ACCESSORY, ASTM A213, A153 OR OTHER. 6. ALL OPENINGS 1N WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL Architect of Record: STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE /� o COMPROMISED. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. ISAAC - RAE a THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND 1S 2 ir o C. CONCRETE 11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: STRUCTURALLY SOUND. 11575 Main Bayview Road a. Fb = 2,600 PSI 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED EQUAL Southold, NY 11971 1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: b. Fv = 285 PSI AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING TORQUE, EMBEDMENT, LENGTH, ETC. C. Fc (PERPENDICULAR) = 750 PSI 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER Contact; Isaac Clay Coffey a a. FLOOR SLABS, WALLS 4,000 PSI d. E = 1,900,000 PS PERFORMANCE OF THEIR WORK COORDINATION WITH OTHER TRADES METHODS SAFETY AND SECURITY ON THE NYS LIC#039767 0 b. ALL OTHER CONCRETE WORK 3,000 PSI ' a JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD z 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. H. ABBREVIATIONS HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, T. 347-276-6093 E. clay@isaac-rae.com 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. SHALL BE CLASS 2. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE DRAWINGS, AT OFFSET'S AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. Project: CONSTRUED AS PERMITTING ANY OTHER DEVIATION. LL 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS A.F.F. - ABOVE FINISHED FLOOR MACH. - MACHINE SPECS - SPECIFICATIONS EAST MARION 0 SPECIFIED IN CHAPTER 12 OF ACI 301. ALUM. - ALUMINUM MAX. - MAXIMUM S.S. - STAINLESS STEEL 325 Bay Avenue, East Marion, NY W 6. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. & - AND 7. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL MFR. - MANUFACTURER STL. - STEEL SURFACES UNLESS OTHERWISE NOTED. @ - AT MIN. - MINIMUM T&G - TONGUE AND GROOVE BLDG. - BUILDING M.P.H. - MILES PER HOUR TYP. - TYPICAL Project No.: a CMU - CONCRETE MASONRY UNIT MTL. - METAL U.O.N. - UNLESS OTHERWISE NOTED IR-02 D. REINFORCING STEEL z CONC. - CONCRETE NEO. - NEOPRENE VERT. -VERTICAL Seal/signature: W DBL. - DOUBLE 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. N.I.C. - NOT IN CONTRACT V.I.F. - VERIFY IN FIELD 2. WELDED WIRE FABRIC 'SHALL CONFORM TO ASTM A185 OR ASTM A497. EA. - EACH O.C. - ON CENTER W/ -WITH ELEC. - ELECTRICAL 1 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING O.D. - OUTSIDE DIAMETER W.C. -WATER CLOSET N MANUAL", PUBLICATION SP-66. E.P.S. - EXPANDED POLYSTYRENE OPP. - OPPOSITE WD. - WOOD WEXT. - EXTERIOR PLAS. LAM. - PLASTIC LAMINATE W.H. -WATER HEATER 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO F.D. - FLOOR DRAIN PLYWD. - PLYWOOD W/O -WITHOUT M PLACING CONCRETE. FT. - FEET P.S.F. - POUNDS PERS SQUARE FOOTW.W.F.5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS Q W.W. . WELDED WIRE FABRIC, LONGITUDINAL BARS IN FOOTINGS GA. - GAUGE P.S.I. - POUNDS PER SQUARE INCH W GALV. - GALVANIZED P.T. - PRESSURE TREATED o GWB - GYPSUM WALL BOARD E. GROUT REINF. - REINFORCING Z H. - HIGH R.O. - ROUGH OPENING a HORZ. - HORIZONTAL , X97 �' 1. PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. RUN. - RUNNER w U) U) l.D. - INSIDE DIAMETER 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C SHT. - SHEET 621. GROUT SHALL BE NON-METALLIC AND NON-STAINING. INSUL. - INSULATION SHTNG. - SHEATHING a INT. - INTERIOR SIM. - SIMILAR L - LENGTH, LONG S-N-L - SNAP-N-LOCK LAV. - LAVATORY S.M.S. - SHEET METAL SCREW Date: Scale: AS NOTED Drawing Title: N GENERAL STRUCTURAL NOTES 6 0 T N C:) Drawing No.: N N O') T 003 „ .. MODEL NO STORM WATER DRAINAGE SYSTEMS CALLS. NOTES NOTE ALL MOTOR.: z MUST HAVE INTERNAL J07-RZ GENERAL NOTES PUMP/COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION PAGE //�� II EXISTING HOUSE ROOF AREA KEY ENT �I' CB1 CSRI 6 LOOP: M1 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN 1470 SOFT X.17=250 CUBIC FEET DRAWING ISSUE ELK ELK JP1 � t�� SPRAY �, PUMP OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 250 CUBIC FEET/42.2= 5.9 OR 6'OF VERTICAL 8' DIAMETER DRYWELLPROPOSED (2)8' DIAMETER X 4' DEEP N0. DATE ISSUED FOR N w wHT N ------------ MOTOR)PUMP D1 D PUMP RATINGS 2. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) PROPOSED (2)8'DIAMETER X4'DEEP DRYWELL DRYWELL 1 3/4HP @ 115V 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF 150 FLA WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST n CB2 e62 6 LOOF° M2 '1_11- BE INFORMED ACCORDINGLY IN THE FIELD. 2 I EUC ° ELK ELK SP1 -_---__-__a RECIRC',PUMP RATINGS 4. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE NAINTAINED BETWEEN PROPOSED ADDITION ROOF AREA PROPOSED (1) 3 > WHT PUMP 3/4HP @ 115V WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 850 SOFT X.17=145 CUBIC FEET 8' DIAMETER X 4 w T N _____------ MOTOR// 150 FLA 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK D2 >0 2' DEEP 5 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY,STATE AND FEDERAL 145 CUBIC FEET/42.2= 3.4 OR 4'OF VERTICAL 8' DIAMETER DRYW EL DRYWELL ELL CEi3 c>R3 6 LOOF 6 Iia=--• LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS PROPOSED (2)8'DIAMETER X 4'DEEP DRYWELL OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 7 ELK ° ELK MP1 _J MIXER 'PUMP RATINGS PUMP3/4HP @ 115V 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, 8 WHT --------- MOTOR) 150 FLA TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON DRAINAGE CALCULATIONS 9 CB4 THE PLANS. 8 1/8" - 1'-0" 10 RY 0 CRY C1 ----_----- COMP RATINGS 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 11 COMP , 1/4HP @ 115v 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. wHT n � MOTOR ; 54 FLA 10. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE � 12 CONCRETE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC.THE METHODS AND MATERIALS EMPLOYED IN COLLAR END PLUG DRAWING REVISIONS In THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES CI RISER AND B1 � W1 FOR EROSION AND SEDIMENT CONTROL". � 20 AMP BREAKER T N0. DATE REVISION 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE COVER ALL ELECTRIC TO BE PLACED EXISTING ELECTRICAL 1 CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. FIBER JOINT INSCH.80PV000NDUIT PANEL LR 1-Q 1 12. C PACKING EXTERIOR RATED JUNCTION BOX BELOW 2 Eu I eE�•/w M 1 wNr GRADE IN A SPRINKLER BOX �1 13. WELLS WITHING 150' OF THE PROPERTY ARE NOTED AND VERFIED BY THE ARCHITECT 14. THE PVC PIPE D3034 WATER TIGHT POLY/PLASTIC COVER INSTALL 3 DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEfu STARTUP. PER MANUFACTURERS DIRECTIONS � 4 L_R 1-Q2 15. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY SDR 35 ALL ELECTRIC TO BE PLACED IN SCH.80 EUS FINK WHi ML WHT10 CI SEWER PIPE,TYP 16. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK BOUNTY PVC CONDUIT 5 40 LR1-Q4 DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY SCOH. CI 30°BEND TO SEPTIC REMOTE PLC CONTROL PANEL 6 EVA RED 40 �6 PLC INPUT 17. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE FROM TANK W/HP80 COMPRESSOR 7 18. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE DWELLING WATER TIGHT POLY/PLASTIC HOUSEING INSTALLED UPSTREAM OF THE OWTS. �« INSTALL PER MANUFACTURERS DIRECTIONS 40 EUI AIR SWITCH FINK 19. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM 9 WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD C[ 50°PVC WYE 36"X36"X6"P.C.SLAB WITH 6X6W 10 TREATMENT UNIT . XAW1.4 WELDED WIRE MESH - - -= 11 HwA RUN 20. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CI TO PVC HOUSE Eur 5 _t-L-ti 6 REQ• CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ADAPTOR 12 MUTE R O' ERN ELEVATIONS ELIi ^ I TEST - ALARM CLEAN OUT DETAIL MARK "J" n Remote PLC Control Panel Detail MARK "F" THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ° J 1/2" = 1'-0" J 1/2" = 1'-0" OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I FED ELK RED WHT TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ENABLE 0- ACCORDANCE WITH All ICARI IF CODES 1111 EU1 YEL II� PLC INPUT INSTALL PLASTIC RISER LOCATION OF NEGHBORING 0 2"VENT RINGS AS NEEDED 12" ESTIMATED MAX HEIGHT 2' WELL OVERRID ELEV.SECONDARY 4"PVC WASTE LINE INSTALL PLASTIC RISER RINGS AS Eu' t� YEL/WHT-� LOCKING SAFETY COVERS PITCHED 1/4"per 1'Min NEEDED 12"MAX HEIGHT PROVIDE PLC INPUT REQUIRED AT TREATMENT SECONDARY LOCKING SAFETY COVER 2"VENT TO UNIT EL CSR 1 wHr/FED HOUSE INSTALL DUMMY RINGS OR FINISHED GRADE �� N u� PLC INPUT DOME AS NECESSARY TO BRING POLYLOK 20Designer: CSR2 FF EL.35.2' PROPOSED STRUCTURE TO 1' DISTRIBUTION BOX EU' wrrr/FINK BELOW GRADE MIN 2'MAX. IIS PLC INPUT � C.O. 8'D" PROVIDEACONCRETECOVER ISAAC RAE CSR3 EU- WHT/YEL r� _ GRADE 32' FROM PLC INPUT INV EL.30.0' ALL LEACHING POOLS SHALL BE OWTS TO DISPERSIAL 430 MAIN STREET GREENPORT NY 11944 W 1 B 1 m CV PLACED IN ACCEPTIABLE TRENCH NOTE: W1 ®®®® LEACHING POOLS AS APPROVED ®®® BY THE SCDHS IN THE EVENT 4" THICK UNDERDRAIN xf T. 347-276-6093 E. clay@isaac-rae.com FLOAT SW ITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL 4"SDR35 WASTE LINE 53 Ez 12 POOL LEACHING MATERIAL IS " SCHEMATIC ELECTRICAL +/-EL.26' PITCHED 1/4"per 1'Min INV.EL.29' ®® - ENCOUNTERED ECAVATION IS FILTER MATERIAL _ PROVIDE SPEED h6 DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES _ p TO BE CONTINUED TO SUITABLE TYPE 1 N REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQLIRED P I B I INV.EL.29'10" MATERIAL AND BACKFILLED AS t LEVELER ON EACH OUTLET TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FELp FOR HYDRO-ACTION AN440 +/-EL.24' INV.EL.28.6' DETAILED.CUTTING RINGS MAY W IREING MUST BE A MIN.OF 60C COPPER WIRES SEPTIC PRODUCTS INC r INV.EL.28.0' BE REQUIRED MAX CONCRETE Applicant of Record: INV.EL.26.6' LEACHING POOL DEPTH 25' POLYLOCK_DISTRIBUTION_BOX MARK hydroaction_Electrical "B" 2 3/8" = 1'-0,E 3" = 1'-0" 118" TEST HOLE ELEVATION 32.4' DUG TO 17'BELOW GRADE NO GROUND WATER ENCOUNTERED �( 067 n SANITARY PROFILE EL.31.9 451/2 060 1/811 = 1'-0" s 481/2 o �S • \ SEPTIC SYSTEM LEGEND OPO - \ KEY DESCRIPTION IMPROVED DWELLING WITH (n WELL WATER OVER 150' 218 A SAFETY COVERS REQUIRED ON TREATMWTS ENT ENT UNI SECONDARY IMPROVED DWELLING WITH PUBLIC WATER / / \ \ O �>a FROM PROPOSED SEPTIC B - POLYLOK 20"DISTRIBUTION BOX BETWEEN TREATMENT 0, s / \ \ j c9 _ 2034- UNIT AND LEACHING POOLS SECONDARY SAFETY COVER IS / e ��gyp, ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN E REQUIRED ON DISTRIBUTION BOX COVER O ` �� / / / 8 O \ I((, ARE THE PROPERTY OF ISAAC-RAE LLC C -SEWER LINE FROM PRIMARY RESIDENCE TO TREATMENT C� (kr0 / 5 'n \ \ IN ACCEPTING THIS INFORMATION YOU AGREE NOT UNIT(4"SDR35 PIPE)8-MIN COVERAGE O �6� 06� / D� o j \ TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, 511/2 • Q564 �jJ T. y //B \ � J \\ E \ PROPOSED 18'X36'POOL ISAAC-RAE LLC EXPLICITWITHOUT THE WRITTEN PERMISSION OF D -8'X 8'PC LEACHING POOL !/� 070 E 8'X 8'PC LEACHING 50%EXPANSION LEACHING POOL N / / \ ACCESSORY SETBACK REMOTE PLC CONTROL PANEL F -HYDRO-ACTION CONTROL PANEL AND AIR COMPRESSOR / W/HP80 COMPRESSOR �T Project: G -PROPOSED ELECTRICAL LINE TO BE PLACED IN CONDUIT / FRAMED 1 C SHEDS DRY EAST MARION H -EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND / (a+ ti C \\ ABANDONED OR REMOVED \ IN ACCORDANCE WITH SCDHS STANDARDS �Q / F O \ 325 Ba Avenue East Marion NY -TREATMENT UNIT VENTLINE BACK TO HOUSE TO BE 8 \ EXTENDED THROUGH ROOF LINE PER NYS 2015 IBC CODE. / 5 J H \\ \\ Y J -CLEANOUT FOR SEPTIC TANK INLET LINE EXTEND TO EL.31.3 = GRADE PER DETAIL F�x\g�\N0 Project No.: FLOW LINE SITE COMPONENTS LEDGEND TOTAL LOT AREA AREA=20,264.3 S.F. �\� `� 00042�oP� \ / I R-02 KEY DESCRIPTION U.P. / �P \D_2/ Ocj����G ?t�P� \ � O P G \ / R / / g 6 �O P F -��� F / 12 Seal/Signature. 1 PROPOSED STORM WATER DRY WELL FOR ROOF DRAINAGE � � Q OL 2 EXISTING DRYWELL FOR POOL DRAINAGE w/RF 3 EXISTING GAS LINE EL.32.7 S � ` D-1 G�� � � / 10 SCTM 1000-31 -10-11 4 EXISTING WATER LINE 2 F / 7z,a D 5 PROPOSED NON WATER PROOF RETAINING WALL O �.��5O�SO�S 9 64 63 6 PROPOSED HVAC EQUIPMENT J 7 PROPOSED POOL EQUIPMENT \ \ �G -G�/ 1 DN 8 LOCATION OF TEST HOLE \ , / / 1 10 / 9 PROPOSED UNDER GROUND ELECTRICAL 3'BELOW GROUND IN CONDUIT \ ���E I D-2 11 10 PROPOSED UNDER GROUND GAS LINE T BELOW GRADE PIPE TO BE SHIELDED \ �/ / 0, n � 11 PROPOSED UNDER GROUND WATER LINE T BELOW GRADE ,Y / / �0 2� 12 PROPOSED POOL EQUIPMENT S� 201 4012 60 SEPTIC CALCULATIONS PER SUFFOLK COUNTY CODE \, jo p A / BILL O F MATERIALS TABLE 3 PG 50-MINIMUM IIA ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES � REQUIRED FOR 6 BEDROOM MINIMUM CAPACITY 660 GALLONS PER DAY \ OO OLL \ / � �N��VvP / / TEST HOLE ITEM P/N DESCRIPTION QTY: PROVIDED FOR 6 BEDROOM PROPOSED CAPACITY 660 GALLONS PER DAY \ \ \ /" RP / TEST HOLE ELEVATION 32.4' +/- An 600 HA-Ec50-11-Rv.75 AN600,245 NITROGEN REDUCTION COMPLETE 1 \ i� k- / 0-0' TOP SOIL Date: Scale: A 180052 TANK,PRE/PUMP 1000 1 LEACHING CALCULATIONS �� \ / IMPROVED DWELLING WITH PUBLIC WATER 100' 0 4 BROWN LOAMY SAND (SM) AS NOTED B 130002 KIT,SING 2 TANK CONNECTING STANDARD 1TABLE / 2'-0' Drawing Title: TABLE 5-MINIMUM LEACHING SYSTEM DESIGN FORA 6 BEDROOM RESIDENCE / n C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 DEPTH TO GROUNDWATER OVER IT \ / \` / PROPOSED SITE PLAN � D AN600-P AN600 W/PLATFORM COMPLETE 1 REQUIRED FOR 6 BEDROOM TWO(2)POOLS;8'DEEP,8'DIA.40OFT2SIDEWALL AREA WITH / 50%EXPANSION POOL PALE BROWN MEDIUM � E Ec50-1 1-Rv.75 1 8'DEEP8'DIA40OFTz OPS,EC50-30-L-80-PLC TWO(2)POOLS; , . SIDEWALL AREA SAND AND GRAVEL SW PROVIDED FOR 6 BEDROOM WITH ONE(1)POOL 8'DEEP 8'DIA.FOR 50%EXPANSION POOL ( ) 4 AN550 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A.DAVIS vEL.31.7 Drawing No.: CM \ �` N • APPROVED BY: SIGNATURE DATE: REV. �PART# O SURVEY BY KEN WYOCHUCK SITE PLAN BY ISAAC-RAE ARCHITECTS CSI hydr" CtlOri 05/31/17 0 HA-180053 ALL ELEVATIONS BASED ON NAVD 1988 USC&GS DATUM TEST HOLE BY K. WOYCHUCK LS DATED 05/10/2022 n Drafting 1 NO WATER LOCATED r_HE_AL_T_HD EPARTM ENT APPROVAL STAMP 1/211 = 1'-0" 13 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 EXTERIOR PORCH 5 AND PANTRY TO 6 BE DEMOLISHED 7 8 9 10 12 THIS APPLICATION IS APPROVED ONLY FOR WORK PORTION OF REAR I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL WALL FROM OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN FOUNDATION UP I I ACCORDANCE WITH APPLICABLE CODES. TO ATTIC TO BE REMOVED PANTRY OUTDOOR PORCH PORTION OF REAR WALL FROM FOUNDATION UP TO I 2' 6" I Consultants: ATTIC TO BE REMOVEDFI Surveyor: _ _ _ J Ken Wyochuk P.O. Box 153 Aquebogue, NY 11931 CUT IN FLOOR FOR NEW STAIR I - _ Structural Engineer: Alex Spyrou °C PLAY ROOM I r -' I N AES Engineering -_Q-- I I I- II 630 Fifth Avenue, Suite 2000 EXISTING BEDROOM I— EXISTING BEDROOM � z 1-- w I I KITCHEN � New York, New York z I ¢ cn l HER'S Rater: WALLS TO BE I c~n m Tom Baccarella W REMOVED — I NY Building Technology Group 9Route I _ \ Building 1, Suite B �, n -� \\ Miller Place, NY 11764 ri u u i 2ND FLOOR FOYER LJJ 4 1 Architect of Record: ------ 1 / IF1 ISAAC - RAE x EXISTING BATHROOM J� I I DINING ROOM 430 Main Street If I Ik== I I 1 0 no 2nd floor ---- ------ Greenport NY 11944 ------ ------ Contact; Isaac Clay Coffey R.A. ------ ______ NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com - - - - - - - Project: ENTRY HALL EAST MARION 325 Bay Avenue, East Marion, NY EXISTING BEDROOM EXISTING BEDROOM — - I Project No.: LIVING ROOM I IR-02 Seal/Signature: FOYER LO I — I I I I ® I I I I I I J I I � r I i I � i ----- ----- Date: Scale: AS NOTED ----- Drawing Title: EXISTING PLANS LO 6 co O N EXISTING 2ND FLOOR PLAN n EXISTING GROUND FLOOR PLAN Drawing No.: 1/4" = 1'-0" r` N 07 As001 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 1 5 A-300 6 iiiiii— =iii=iii—iiiii -1 I I-1 -1 11=111=1 II=I 11=1 11=1 11=1 11=1 11=1 1=1 11=1 I-1 11=1 I I_ =1 I -T=1 I I_ -1 11=1 I -1 I I-1 11=1 I I 1=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 1=1 11=1 1=1 11=1 11=1 I I-1 11=1 11=1 11=1 11= 7 1=1 I I=1 11=1 11=1 I hl 11=1 11=1 11=1 11=1 11=1 11=1 I El 11=1 11=1 11=1 I. 11=1 11=1 11=1 I I=I 11-I 11=1 I I=1 11=1 11=1 1-III-III-I 11=1 11=1 11=1 I I-I 1=1 1=1 1=1 I I-I 11=1 11=1 11=1 11=1 I-I 11=1 11=111 8 -1 11=1 11=1 11=1 11=111=T=1 I I-1 I I-I I I-I 11=1 11=1 11=1 =1 11=11 f=1 11=1 11=1 I I-I 11=1 11=x=171 111=1 11=1 I I 11�=1 I EI r=- 11=1 11=1 11=1 11=1 11=1 11=1 11=1TI=1 I I-1 11=1 11-I IIF=1 11=1 11= 9 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=i i�,-1 I i-1 11=1 11=1 11=1 11=1 I I-III-1 I�-i��-,_I 11=1 11=1 11=1 11=1 11=1 11=1 1=!I I-III-1 I I-1 11=1 I I-I 11-�!I-,_III-1 11=1 11=1 11=1 11=1 11=1 I�-,_III-1 11=1 I I-1 I -I I El 11-I 11-I 11-I I1-I 11-I 11-3.1 .I I_8, -I =1 11=1 1=1 11=111=1 11=�f-14;??I_1 1 1-1�=1 I I 1=1 11=1T_I 8. f=1 11=1 I=I 11=1 11=11?-?1=1 1=,II1 11=1T_I=1 11=1 11= 81=1 11=1 I I-III- 10 1=III=III=III=III-III-111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-II!=III=III=11 11 -III-III-III-III-I I=1 I 1=1 I 1=1 I 1=1 I I- = 1=11 I=t:�o- I-�N I-�N I-�1 I=t11=ti 1=11 I�-I I-=hi hhi I-�i 1=ti I I I-t1 I _- 1�11�1 f�11�11�t1�11-�-11�11 I I-�,1=1 I 1=1 11= 1=III=III=III=III -III-III- I _ =III=11 12 =III=III=III=III=11 II =III-III =_ 111=111- 1=I I I=I I I=I I I=I I I I I I=1 I I I=I I I=' _ - -I I El I DRAWING REVISIONS -I I El 11=1 I -I I -I I I -III-I N I I 11=1 I I I I 1=1 11- 1=1I =1I -1I iiii E I1=1 III-I I I_ III III- 11=111=11 No. DATE REVISION Ti=1I1=111=111=1 II I =1= -' �=III III=111= 1=1 1=1 1=1 -III III-I "' I I_I I I- 11=1 11=1 I 1 -1 I -I 11-1 11=1 11=11 1 9'-7" 11=1 I I I 1 IEI 11- 1=III=III=III=III III=1 05 III I" 11=III=11 2 2 3 I-III-III III III-I III I v= I I=1 11=I I A-403 -III-III=_ -I I I N 0 � WAC 0 I--' I I I la I I= 4 ElI1- - �- - __ 5 III 11IEI11 II 1111 I1 04 I-111= 11=1 11=11 6 -III-III-I 11=1 I -I I r 62 SF 11=1 I I I I 1=1 11= 7 1=1 I Eizi I iiii I -1 I I=III=1 n__0 07 111 I I I- I =1 11-11 s -I I I-1 I -I 11-I 11-I I I I1 1=� I I 1=1 11= IEI II=III=III=III III=1 co - =III=11 9 =1 I El I -I 11=1 11=1 I I BEDROOM 06 I-�. I I 1=1 I�iii III-1 W = -111=11 10 -I I I-III-I I IEI I a I�11 a 13 1=1 I I I I=1 I I- 11 1=1 1=1 1=1 I1=1 11 I 1-I ° - III- 11=1 11=1 I 12 -III-III-III-III-I I A 188 S F 03 rI 1=1 I I I I=1 I I- I-111-111-III-III 111=1 �Z N 0 11=111- I I-III=11 -111-1 -1 I -111-11 =111 (I I—III– THIS APPLICATION IS APPROVED ONLY FOR WORK ElII=III-II-11 I=I I 1=1 I I 1=111= 11=1 11-�I III-111-111—III- I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL II=111 111-111- �-111-111-111- OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR -III-I 1 -III-I I —I 1 E�U r 111 I=1 1 I I—I I I= TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1=111=111=11 =11 III=1 o D I W.D I I I-III= 11=III=111 ACCORDANCE WITH APPLICABLE CODES. -111=111=111=11 =11;4I T 8° 1 9'-1" I 6" 6-0" 12'-1 1 t zil I I=1 I E 1=1 11=1 11=1 11=1 1111=1 M -I 1= 11=1 11=1 -1 zZZI 11-1 11=1 11=1 I ELI r= I I I-I 1I- I-I 11=1 11=1 11=1 I I 11=1 �, , III-I 11= 11=1 11=11I -I I I-1 iiii 11=1 11=11 LAI)N III � -i i I I 11=1 1I- 1=1I1=111=1I1=III 111=1 co q FOYER III-I I1=111=1I Consultants: -I 11-1II-III-I iiii I�I I N 02Al r 111=111= I-III-III-III-IIII 111=1 W z 11 I I-1 - I 1=1 11=1 I Surveyor: -III-III-III=111=1111 g� _ A SII-1 SOFFIT FROM EXTERIOR 1=1I 1=1 I I-111-I I 1111=1 � �° 314 SF - I1=11 -1 f STAIR ABOVE Ken Wyochuk =1 I I-III-I 11=1 11=1 r �I L-1 f I I I 1=1 I I- 1=1 11=1 P.O. Box 153 1=1 1=1 1=1 I I-III III-I - - III-III- 1 -III-III-III-III-I I I �I 1=1 I I III-I I- Aquebogue, NY 11931 1 =1 I III III-I 4'-6 1/2° 2' s° 2'-6 1/2° I III-III- 11=1 I -III-III I I-I I I I I_I o I 4I II 11 I I I=1 I- I- II _ - -III-III �_II�II 1/4":i'sLOPE _ / I -SII-III III-I I- Structural Engineer: PROPOSED ADDITION I-1�11=III-=III III=1 MIN —► �— 1/4"-1'SLOPE - PROPOSED ADDITION MIN o1 / 8. °„ 9. 9.. 1 4„ III-111= I I II 11-I I I-I I -I I EJ I jl 1=1 I I I I I=11= Alex Spyrou _I=-=-ISI 1 _ III-III- I I-III-I I AES Engineering -1 I IF, I -III-I I -11 11- IEI I jl I-1 I I I I I=1 I- g g 1=11_ I IEI 11=1 I I I I=1 III-III- I I-)I I_I I 630 Fifth Avenue, Suite 2000 -III 1=I I I-III4-411m I =_ I_I New York, New York ?=1��T��Tt� 1 N �111=111=111��11 -III I I I_I 11-111- EXISTING HOUSE 1= =III=III=III-III- I�-11�1II�4li-!1= N III=III=III=111-=11 EXISTING HOUSE HER's Rater: I I III-III-III-III-III-III-11 I-III-I IIII r III-III-I 11=i I III-III-III-III-III=111=111=III=111-111=11 III=III=111=III=11 Tom Baccarella -III=111-IIIEI 11=III=111=III=IIIEI II-I Irl I INTERIOR ST IR UP PORTION OF REAR III=111=111-III- NY Building Technology Group 1=III=111=1 _ I I1=1_I1=III =11 WALL FROM %/ III=IIII-III=111=11-I1511I-III=111=III _ _ 1I III=III-III=III= 159 Route 25A I-1I 1-I I I-111-111- = III=1I O$ FOUNDATION UP I I1=1_I 1=1I1=111=1I Building 1, Suite B -I I I-1 I -1 I I-I I I-III_ - =1 11=1 11=1�1 11 TO ATTIC C TO B E 1 I I-1 11=1 11=1 I I- g NY 11764 1=111=III=III=III=III III=III=111=111=11 , III=III=III=III=11 Miller Place, -I I I-I I I-I I I-I I I-I 11=1 I I=I I I-I 11=111 I I I I REMOVED I I I-1 11=1 11=1 Izz 1=1 11=1 11=1I 1=l I -1 I -I I I-1 I I-I 11=1 11�=1 I I I I=1 11=1I 1=1 I -11 -I I El I IEI 11-I I IEI II-1 I IEI I IEI 11-I 11=IT, I I I I I I=1 11=1 11=1 1I- 1=1 I -I 11=1 11=1 11=1 11=1 I -1 I I-I 11=1 I I Ell I I I=1 11=1 11=1 11=111 -1 I IEI II-1 11=1 I iiii iiii I -I I El 11=1 11= I I I N , DOOR TO El I I-1 11=1 I IEI I I= II I I -1 I IEI I iiii I ]iii I -I I I-1 11=1 11=1 1 51 11=1 I I I 1=1 11=1 11=1 11=111 -1 I IEI I iii-1 11=1 11=1 II-I I -1 I I-I 11=1 11=1111 o EXI STING III-III-I 11=1 11- 1=1 1-I 1=1 I1=1 -1 I -I I I-III-I 11=1 11=1 11=1I BASEMENT !I 1=1 11=1 11=1 11=1 I Architect of Record: -I 1 El I -1 11=1 11=111=1 11=1 11=1 11=1 11=1 I III -1 11=1 I El 11=1 1I- 1=1T=1T=1►I-III-111=1 11=►11=1 11=111_ 1=1 I I S I-1 I►-1T-TI=11 ISAAC - R A E I- I-III-►II-►11-111-III-111-►11=11►=111=III=11 1=11►=III=111=11 II I_II I El ii1i X11111111111111 I IEI 1111111111111111111 I I El I II I I1�111_II 111E 111 430 Main Street -1 I I-I I -1 11=1 I -I iiii I IEI 11-I I IEI I IEI I -I I =111=1 11=1 I El 15 2nd floor 1=1 11=1 11=1 I I-1 11=1 11=1 I I-1 11-I 11=1 11=1 11=11 4X4 COLUMN SEE STIR !I 1=1I f=1I 1=1 =1 I -11 I-I I I-I I I-I I i7ll II=111=11IEI I I-I I I-I I -I I I -I I I-_I I I=M=11 I I I- Greenport NY 11944 1=1 I -I I I-1 I -1 I -I 11=1 11=1 1 1=111=111=1 11=1 I I I I=1 11=1 I F9 11=1 I -III-III-III=111=III=111=III=111=III=111=1I 12'-3" II I-III-I I1=III- Contact; Isaac Clay Coffey R.A. 1=111=III=III=111�I11=III=III=III-III=III=11 III=III=III=IIIEI 1 NYS LIC#039767 -1 I I-I 11=1 III=1 I I-I II-III l I 1=1 11=1TI=1 1=1r= I I 1=111=1 11=1 1I- 1=111-III-III-III=III-III=IIIElI1=111=III=11 III=III=III=III=11 T. 347-276-6093 E. clay@isaac-rae.com -1 I I-I I I-I 11=1 11=111=1 11=1 11=1 11=1 11=1 11=1 11 -III-III-III-I 11- 1=1 11=1 1=1 11=1 11=1 11=1 11=1 I -I I -I I -I I -I 111=1 I-I 11=1 11=1 -I I I-I I -I I I=1 I =1 II=1 I =1 I I-11 I=111=11 =111 11 I-I 1 IE I II=I I I- Project: I=1 I I=1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 I I I I=1 I I-I 11=1 11=1 I � l I_I -I IEI _l i i 1_111_111_111_ EAST MARION 1=111=1T=l 11=1 11ElI1=111=111=111=111=111=1 I I I El I I=1IFI 11=►1 1111_1►1_11 I- 1=111=1 I F9 11=1 I l=l I =l 11=1 11=1 11=1 11=1 11=1 I ! 1=1 ►=I1=111=1 I =l 11=1 I I-I 11=111=1 I1=111=I I I=111=I I I=1 I El I 1 I I-I I I-I I El I I= 325 Ba Avenue, East Marion, NY 1=1 11=1 11=1 11=1 11-I 11=1 11=1 11=1 11=1 11=1 11=1 I I 11=1 11-I 11=1 11=11I y -I I IEI I -1 11-I 11=1 II-1 I1-1 I IEI I IEI 11=1 11=1 I I= 11=1 11=1 11=1 11= 1=1 11=1 11=1 I �iii I El I I-1 I I-1 I I-I I I-I 11=1 11=1 I I I-I 11=1 11=1 11=1 I -1 11=1 11=1 11=1 I =111=1 11=1 11=1 11=1 11=1 11=1 I El I I-I I El 11=1 11= Project No.: 1=1 11=1 11=1 11=1 11=l 11=1 11=1 11=1 11=111=111=1 I 1 11=1 11=1 11=1 11=1 I -I I IEI 11=1 11=1 I l=1_11=1 I I-1 11=1 11=1 11=1 I l=1 I I 11=1 I I-I 11=1 I I= I R-02 1=1 11=1 11=1 11=1 I -I I I-1 11-I 11=1 11=1 11=1 11=1 I 11=1 I F9 11=1 11=1_I -III=1 =1 I I=1 I =111=1 11=1 I I-I I I=1 I I=1 I l=1 I I 1 I I-I I IEI I El I I= Seal/Signature: 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I=1 I-I 11=1 11=11 -I 11=1 I IEI I -1I iiii I El 1=1I 1=1I 1=1I 1=1 I E 1=1I IEI I I-I I I- 1=1 11=1 11=1 I IEI I IEI I I-1 I IEI I El I El I -I I -I I I I_I=1 I I-1 11=1 11=11 -III-I I iiii 11=1 I iiii 11=1 11=1 11=1 I I-I 11=1 I I �iil 11=1 I F9 11=1 11- 1=1 11=1 11=1 I -1 I I=1 11=1 11=1 11-I 11-I 11-I I -I I 1=1 t-I 11=1 11=1 -III-I I -III-1 I IEI II-1 11=1 11=1 11=1 11=1 11=1 I I -1 11=1 11=1 11=1 I E 1=1 11=1 11=1 I iiii I I-1 11=1 I I=1 I I-I I I-I 11=1TI=1 I I I 1=1 11=1 11=T=1 -III-III-III-1 I I-III-I I IEI 11=1 11=1 11=1 11=1 I I I I 1=1 11=1 I I-I I I- . 1=1 11=1 11=1 11=1 11=1 I I-I_I I-I 11=1 11=1 11=1 11=1 I I I=1 I-I 11=1 11=1_I -III-III-III-III-III-I 11=1 I I-III-III-III-III III-III-I 11=1 1I- I-III=111=III=III=11IEI II-III=IIIEI II=III=11 =_= III=III=111=III=11 -11 I-I 11=1 I -I I I-I II-I I -I 11-I 11=1 I 1=1I 1=1 11=1 I I-I I I-I I IEI I IEI I I 11=1 I IEI 11=1 I I= 1=1 11=1 11=1 11=1 11=1 11-I I I-I I I-1 11=1 I El 11=1 I I-1 11-I II=1 11=1 11-I I I I I_I=1 11=1 11=1 11=11I -I 11=1 I I-I I -1 I I-1 II-1 11=1 11=1 I I-1I 1=1 I I-1 I I-I I I-I I IEI I IEI I IEI I IIII-III-III-I 11- 1=1 11=1 11=1 11=1 I I-1 I I-1 I I-I I IEI 11=1 11=1 11=1 IEl 11=1 11=1 11=1 11=1 I I11=1 I I-I 11=1 11=1 f -I I I-1 I I - II -1 I -1 I El II-I 11-I I II I I- I-I_I �iill 11=1 I IEI I IEI I IEI I I-I I I_I -III-III-I I I- - - - 1=IIII=III=III=III=III-III=III-III=III-III=III=III=IIII=III=III=III III-III-III=III=1_I -1 I IEI 11=1 11=1 11=l 11=1 I iiii 11=1 11=1 11=1 11=1 11=1 I iiii 11-I I I-1 11=1 I I_ III-III-III-I I I- L _ _ _ j DEMO WALL El 11ElI El11=I I IEI II-I I I II IEI I I-I II=I I I=I I IEI 11=111=111=111=II I III=III=III=III=11 -1 I Ed 11=1 I El I El II-I I IEI I El I I-1 11=1 11=1 11-I 11=l 11=1 11=1 11=1 I IIII-I 1=1 11=1 11- 1=1 11=1 11=1 11=1 I IEI I I-1 11=1 I V1 I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I HE II EXISTING WALL -III=III-III=III-III-III-III-III=III=III=111=III=IIIii II=III=III-_ __-_ _ - _ - - _ - -III=III=111=111= 1=1 11=1 11=1 11=1 I IEI 11=1 11=1 11=1I 1=1 11=1 11=1 I I11 I I-1 I I=1 I I=1 11=1I 1=1 I -1 I I-1 I I'. 11=1 1=1 11=1 11=1 I I-1 I I=1 I I=1 11=1I 1=1 11=1 I I-11 I-1 11=1 1=1 1=1 1=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 I =1 11=1 I I_I I I=1 11=1 I1=1 11=1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1 I I=1 11=1 11=1 11=1 11=1 I =1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 I I_I 11=1 11=1 11=1 11=1 1=1 I1=1 11= I_III_III-III-III_III_III_III_III_III_III_III-III-I I I_I I_I I_I I I_I I I_I I I-I I I_I 11=1 1=1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 I I_I 11=1 1=1 1=1 11=1 I I-I 11=1 11=1 11=1 11=1 1=l 11=11I =1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11= NEW WALL 1=1 1=t I =1 I =1 11=1 I I-1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1 11=1 11=1 1=!11=1 1=1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 1=1 I1=111 _I I_I I I_I I I_I I I_I I I_I 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 1=1 11=1 I =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 1= Date: Scale: AS NOTED n Drawing Title: 00 PROPOSED PLANS - BASEMENT M O T Drawing No.: N n P�4pos1 dOBasement N i "PIN I I 6-0" 17'-l" 6'-0" NOTE S l._._. ...........__.......... .......... .......... - .. ...-,--i--...._...._..1._.._.-.. �._... ._..._.I._.. I iv -OP M r i m �T DRAWING ISSUE NO. DATE ISSUED FOR 8 1/2" _ `27'-7" _ ._ 9 1/2" 1 04/27/2021 SD Floor Plan Approval +++ 3 4 ------------ 5 9 6 A-407 bo ... _...... A-401 .�_.. __.....__.._....- 1 9 1 — - 29' _.1_.__..__..._...._...__ .. _..__ _TERRA E ...__ _........_ _ —( - .- --.- -..._. 10 A 400 2' 8.. 7.. 2. $,. 7.. 2. $., 8.. 2. 8.. 8" 2'-8" -6'-6"- — _ ._.....1... _.___............_ ........_ .......T...._._..J._....._.__.. .-_ _ _ .... _1...._..... ...1...._. _L_.__.._L._ :..._�....._...T 11 I I ! — 6 6 1/2 ; i -15'-11 1 2,,.....__.._......._ _ �.--._.....- 6'-7 1/2"._.................... 12 DRAWING REVISIONS `\I I I I N IA. 11'-9" + I N E E ( N0. DATE REVISION r � _ 00 N 2'-0" 4' 0" 3' 10 1/2. I f M ; ' I d /13\ T 1 00 A I r 2 i ILO 3 4 I N C I I I I I 5 2 N 2'-6 ( ! ! I °° 2 N A-300 N i I N A-300 — ' rR 6 4'-10 I 7 - � I ( KITCHEN I co 8 T N CLOS. � - = , CD i A I � 19 B , CV ZO W/C N N ( 0 - 10 M r I q i - 555 SF N N N 11 N - 2. 2.,._._ j N FL-01 - N b0 - - 12 +++++++ I T T <1L-04 ( FL-01 +++++++ "� "' A I I =OPI f ++ + B THIS APPLICATION IS APPROVED ONLY FOR WORK iv INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR NS EGRESS WINDOW TO MEET 2020 NYS CODE I ( r &(IRC 2018)8310.2.1 NINIMUM OPENING AREA X X TO BE CONSIDERED AS EITHER BEING APPROVED OR IN cn ! TLo Y. +++ #t ( M ACCORDANCE WITH APPLICABLE CODES. i N A N X +++ ff C N \ N Cff N N 10'-10" 6'-0 112'" 10'-9 1/2" +++ ++ 24 I Consultants I I i Surveyor: co o M _ I I Ken Wyochuk M I j I Refrigerator - - - - — — — I ! I P.O. Box 153 ' � Aq eb g NY 11931 u o ue, 91-101, 9'-0 1/2, 10'-1 1/2" }- - .-.._.. .... .... — — -9'-8 1/2"- - — — 9'-1 1/2' / 1 1 j.._ — - 4 4 i. . I A-407 Structural En _L....... TL-06 D21 - FLOOR TO CEILING 2 - FLOOR TO CEILING ..... . .._.A030 Alex Spyrou SLIDING DOOR SLIDING DOORONNECQR NEW OPENING AES Engineering rin — - — - — - TO STAIR630 Fifth Avenue, Su ite 2000 kJ New York, N York - - - - - — — — — — — — — _....i.._T....._.;.....i....�. .... I Tom Baccarella - A-404 a._.IL I A-403 NY Building Technology Group i......... i..._L......L............ I I - I gY p f _ Q I STAIR TO MEET 20 0 NYS CODE _. ; . _ 159 Route 25A f t PRO r .._.............:._ ................ .... I P POSED > _..i....... &(IRC 2018)SECTION 8311.7 STAIRWAYS - j .....�... , _.....L..... ......._�........ __. _..a._......_ Building 1, Suite B { ...i.;_...i....' I ! EGRESS WINDOW M STAIR TO ;_. ._ -; ATL-07->t__-1_......... ¢ G SS NDO TO MEET �p }................................._.... ..i ..I...._,_._,........._...........L..,....._..}.._t..........., ... 0;. . Miller Place NY 11764 BEDROOM &(IRC 2018)R310.2.1 MINIMUM OPENING AREA BASEMENT '- I : i - .....r - +- I 4'-2" .. -- 1 I : I I -- E19 t J±L I 2 ++1141 S -- .;..._ F....... ..;..... -{ - -11+1_-/2— .. ....,.� - I Architect of Record : , ry : 3' ENTR6 CLOSET 404 _...-... . :._.: T7 ISAAC _ RAE o 430 Main Street LO .............................. ...__..............._......_ -._ --------......'.__. ._FL-01.......__....._ ._ _ —_.__.._._..._.._.._..._.. _-_ _--___--REEVING—.. 2nd floor ;__— .—..__._.._ ._...----.._..._..---..._...._...... ....-..._......_-..._—_...._—..........—.....-.._..—._.. _........ . - _____.__._..._._.. ......_...__.. ._._ . ._.._....__-.___.._.__......---....--------._._—_.___._-_-_-_::__:_-- _ Greenport NY 11944 T5 ., NYS LIC#039767 o o I A 405 3 .- :____....__: ------- ____-___._._._ _.. -___.......---.._..._..-_--------_—..---._....___----._...._.. ..............._......._...._.._ _.__. Contact; Isaac Clay Coffey R.A. EXISTING HANDRAIL I '.� _— ---�-- W :...;. -- _ __ ...._ ....._-____------.__ ._.._._.._.._.__� _____. ._._._._ _ _._..__._._._._.....__._.... __.,.._,_......._.....,... �........._...._:_..._ _ ----- -- --- TRANSITION TO NEW FLOOR-TO MATCH ORIGINAL----.___.___._-____._______._._._..__.__.. L........._.... ;....._,_ _ .._ — — _-..................... ..--_—__ � - __ T. 347-276-6093 E. clay@isaac-rae.com TL-07 I _._.....--_.._...._....._...- - ;....+.. .._...... ..._.....__ .i..._... .. -------__..._.._.___.................._........ _ . Project: � _. _. — a_ ; EAST MARION 4 1 / 1 _...�..._....�__�.. ..._ ........ ............ --- _..._... -........ .- Bay y Ave nu , East Marion, NY :i a e n _........_................................................_..........__...................----------- _._.._......................._... Project No.: ...__................................_......_.._.._._................._...._._............. .............. -- --- IR-02 — _..--- ---.._._...------- ----- ._...----- ------ NEW PROP O _______._.__.......-._....._.._..__...__..-.--.—_-.. — — — — — — - ------ STAIR Seal/Signature: T3 . .....__..........................._....................................._............__..............._....._......_.......................................................................................... .....................----------...._..................... ...._............._._................._._.. _ ._....._ _._—.. .__... _._...__.... ---..._.__._...._._ -__ .. ... ........................................................_ ......__....... ............_..................._._..._._...._.._._......_............---.._.__.._..---- ......._..._.._...........................-.................................. »_...__._.........................._.......................__...........................................................__.._.........._..._._......... .._......._.............. - BEDROOM ---- - ---.._._...----------- BEDROOM T7 _......_._.......-.._._......._.__ ...................._..__...............-......................................_.._..........._.............................................. _ — __..........._....._...........................__.-__-___________._._ .........._..___._.__ -�V1NG-800_M_.._..---__._._.____-.-----._.._..__.._......._.... - -. ..._................. ----` -_ .........................._..........._.............- -.._._............... ..._..... 21 __...._._.__...-- __-_...---......-.............................----......... _ T4 - T4 ` _ ; ; T3 T3 Date: Scale: ' AS NOTED L — — — J DEMO WALL Drawing Title: C) 9 T9 ; TS TS " PROPOSED PLANS - LEVEL 01 & 02 EXISTING WALL • - - - ` , - •, r .- - . . • ,- .- _ - ,- • - -•- - . ; ' .. - ' ' - -• - , ' ; ' • � - • `• -, •. ;".` - - co cv NEW WALL - • - - . •• - . ., - _ _ • _ . Drawing No.: o n 2ND FLOOR PROPOSED n GROUND FLOOR PROPOSED 1/4 = 1 -0 1/411 1 -0, M . i NOTES PROPOSED PERGOLA ....._..........._.i...._.... ...........—_..__._.._....................1................ DRAWING ISSUE _.._....II.................. _.._.._..._........_...... NO. DATE ISSUED FOR _�.._._. __._t..._...... 1 04/27/2021 SD Floor Plan Approval 2 0 0 -j 4 5 0 0 6 0 07 _ 8 9 - -. �_.._. ..._.Y.._.. 10 11 12 ASPHALT ROOF DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 W N 7 O in 8 J 9 0 10 N CM < SLOPE SLOPE N 11 7/12 00 W N 00 7/12 12 T THIS APPLICATION IS APPROVED ONLY FOR WORK J r': INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I) OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. Consultants: Surveyor: Ken Wyochuk P.O. Box 153 Aquebogue, NY 11931 PROPOSED ADDITION EQ EQ �— � Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 EXISTING HOUSE New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1 , Suite B Miller Place, NY 11764 Architect of Record: ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: EAST MARION 325 Bay Avenue, East Marion, NY Project No.: I R-02 Seal/Signature: ------------- ------------- I I Date: Scale: AS NOTED Drawing Title: a_ PROPOSED PLANS - ROOF 0 0 m c� 0 •- — Drawing No.: N N 0 N r- Proposed Roof Plan A� i u2 Q--' 1/4" = 1'-0" NNW NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 a 12 w GFCI PT-05 O DRAWING REVISIONS w �� o �,, LU FLUSH MOUNT NO. DATE REVISION CEILING SCONCE 1 UP TO / I �-` —4l'-51/2" � — I 2 KITCHEN 3'-0"' 4'-5./2 4'-5 1/2" Ll EQ EQ 3 C — 5 w I PT-05 1 s \ 6 I � \ I JAMB GFCI 1 w \ I `_r' I s 8 Imo- - - - - - - =�— EQ ECO EQ 10 M / i \ 12 1-. N Lr) / I \ THIS APPLICATION IS APPROVED ONLY FOR WORK EQ EQ EQ EQ / I 1 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 01 op1 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR / w 4'-10" 7'-3" I // 6'-0" TO BE CONSIDERED AS EITHER BEING APPROVED OR IN OUTLET FOR / �S I ACCORDANCE WITH APPLICABLE CODES. WASHER/DRYER — — — — — — — — — i J — - - PT-05 / I ELIECTRICALOUTL TTYP FLUSH MOUNT LU CEILING SCONC I I I 6'-11" / I PT-05 GYP SOFFIT FOR EXTERIOR Consultants: 1 _ i I STAIR ABOVE I Surveyor: ° Ken Wyochuk I P.O. Box 153 EQ EQ W �\ j I �� Aquebogue, NY 11931 I � I N I 4'-81/2., Structural Engineer: N 1 Alex Spyrou s- 1NJ AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York UP C? I 2'-1" I _ �s HER's Rater: PT-05 Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764 M Architect of Record: ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com /RCP IN EXISTING AREAS Project: TO FOLLOW EXISTING LAYOUT EAST MARION 325 Bay Avenue, East Marion, NY Project No.: IR-02 Seal/Signature: Date: Scale: r — , AS NOTED L _ _ _ J DEMO WALL Drawing Title: r 0 PROPOSED RCP - BASEMENT cfl c� EXISTING WALL 0 T N NEW WALL Drawing No.: 0 N C\J n Basement RCP °' ��1/4" = 1'-0" i 911 NOTES T DRAWING ISSUE NO. DATE ISSUED FOR I I - 1 04/27/2021 SD Floor Plan Approval z 2 3 I I 4 — — — 1'-6" — — 1'-6" — 5 5 I I o 7 S N H 10" 9 10 51-01, 1 -6 3'-0" 5'-0" - I ( 11 — — — — o — — — — — — — — — — — — — — — — — — — — - - DRAWING REVISIONS N S- S- )S I O I r ELECTRICAL OUTLET 00 ` _S I I II �_ IIII \I _N I III IN NICIII HE O\F ISLAND lII(I \/II 291N O. DATE REVISION o I 9'-4" I I GFCI „ 9'-4" 4'-6" GFCI 10 � GFCI N 3 HOODVENT PENDANT CENTERED ON ISLAND 4569 + ELECTRICAL OUTLET TYP.1 WALL MOUNTED " Ib PT-05 � I 4' 3 I RECESSED � LIGHTING FIXTURE g ON DIMMER TYP. 10 FLUSH MOUNT CEILING SCONCE GFCI I I I I I I \ I \ 11 I L ELECTRICAL OUTLET I 12 GFCI I \ / I N r I PT-05 I I IN NICHE OF ISLAND L �_� I THIS APPLICATION IS APPROVED ONLY FOR WORK w bo I / I / I / INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL O GFCI _S N I I o I I — OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN d S d I I I I I o ACCORDANCE WITH APPLICABLE CODES. W EQ r I EQ� sJ W 1 2--1 I GFCI s s T 2-4 "' co W GFCI d _ REFRIGERATOR GFCI Consultants: S Surveyor: 5'-0" 1'-8 1/2" iv cV 2'-7 1/2" y W ' � Ken Wyochuk PT-05 a EQ EC ( - - o o PT-05 P.O. Box 153 _ L " ch — ih O WALL MOUNTED PT-05 Aquebogue, NY 11931 ELECTRICAL OUTLET TYP. 2'-5 1/2" 3'-4" \ d I 2'_0" 2'-0" WALL SCONCE LU LU I ! N Structural Engineer: Alex Spyrou GFCI EQ EQ01 J'r S AES Engineering o PT-05 L, 01 `� 1 -10 630 Fifth Avenue, Suite 2000 7 w W — I New York, New York PT-05 W -�- —_ I HER's Rater: 8'-3 1/2"/ I RCP IN EXISTING I V r ?I - REASTO FOLLOW — — — — —I — — — I— — Tom Baccarella 7 o07 o EXISTING LAYOUT/ 4'-0" 4'-2 1/2" 5'IO" I 4' 2 1/2" 4'-0" 3'-1 1/2" NY Building Technology Group W 159 Route 25A T ' I Building 1 , Suite B Miller Place, NY 11764 F GFCI \ FLUSH MOUN - — — ❑ / W S �S CEILING SCONCE 0 s s PT-05 _ GFCI 0W W s- 1' PT-05 I 1 Architect of Record: 6 6EQ EQ ' ISAAC - RAE I GFCI _ I C? EQ EQ EQM f 430 Main Street 10 2nd floor RCP IN EXISTING AREAS j�— O FOLLOW EXISTING LAYOUT / – Greenport NY 11944 PT-05 , Contact; Isaac Clay Coffey R.A. _.....__........._............ i I NYS LIC#039767 GFCI i F RCP IN EXISTING AREAS i j T. 347-276-6093 E. clay@isaac-rae.com i I i TO FOLLOW EXISTING LAYOUT I ' Project: I �' - EAST MAR ION 325 Bay Avenue, East Marion, NY I _.__.._. .__...._._...._. .__ Project No.: I R-02 pp iE - --- Seal/Signature: EI 001 S r r IN PORCH TO FOLLOW EXISTING LAYOUT Date: Scale: AS NOTED Drawing Title: No. L _ _ _ j DEMO WALL PROPOSED RCP - LEVEL 01 & 02 co co o T- EXISTING WALL Drawing No.: N 0 NEW WALL N n Level 2 RCP n Level 1 RCP 1/411 = 1'-0" 1/4" = 1'-0" NOTES DRAWING ISSUE T.O. ROOF NO. DATE ISSUED FOR -26'-51/2" 1 04/27/2021 SD Floor Plan Approval --- 3 4 N 5 U? 6 is 7 8 9 Roof 10 - 19'-0" 11 _ 12 -_-- -- _-------._..------_....---.-.___-- DRAWING REVISIONS NO. DATE REVISION -----:::.....-- ------------ []ALE []A ...------... _ _ - 1 W D-02 W D-01........................_..... �:-:.W D-01....._-.. W D-02 a, 2 .___.__._._....._...._. ........_._.._...__...__.. _ .........-........_._... ._..___..- ----_ ..... _..... ...... _..... _------ - 3 ----- ---- __ .._. _.....--..._._._......_._.._... . N 4 ---- - U? ..___..._.._._--------_-__ ___.................. _ N _ LevelPERGOLA 7 : x _....._..-..............._....__ ---__ - ^a vinrrJiai:.ii:i'.iii;rrT!. —._�_.__. _....__...._._----_.._-_. ---- -.--------._..._._.._ 9 .I,:. - •- TERRA CE............................................................ 10 ----..._ ---- W D-01 ........................ OTHIS APPLICATION IS APPROVED ONLY FOR WORK — I - _....._......_..._._..__........... _. / \ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR _............. __._-....__....__......_......._...._... \ 13 / _..___.._.. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN — — ------ ---- a o II \ / P _ __ ----- - — -- ACCORDANCE WITH APPLICABLE CODES. T.O. TERRACE N - Level 1 Consultants: ! i 0 �.._: I LO o Surveyor: �.----- !C_- _.._._._._._. _ N Ken Wyochuk _GROUND P.O. Box 153 -3'-0" Aquebogue, NY 11931 I_I I I_I I I_I I I_I I I-I I I_I 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 I I-1 I I-III-I 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I_,I I_I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I_ — .I 11=1 I I=1 I I=1 I I-1 I I-1 I I-1 11=1 I I=1 11=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I-1 11=111=1 11=1 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 11=1 11=1 I I=1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I-1 I I-1 I I-1 I f-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I- =1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 I I=1 11=1 11=1 11=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=11 I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 t 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I =1 I =1 = _ 1=111=111=1 -111=1 I-111=111=1 -1 1=111=1 1=111=111=111=1II-1II-111=111=1II-1 1=1II-111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 Structural Engineer: I I I I III-III-III-I I I_I I I-III-III—ll- =1 =1 I =1► =1 I=1 I =1 I=1 I I=111=1 I I=1 I I=1 I I=1 I=1 I=1 I=1 I I=1 I I=1 11=1 I=1 =1 I =1 I =1 I =1 I I=1 I=1 I I=1 I =1 I I=11 =1 I=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 1= I 1=1 =1 =1 -1 11=1 1=1 11=1 11=1 I =1 I =1 11=1 11=1 1=1 11=1 11=1 I I=1 I I=1 11=1 I I=1 I =1 I=1 I I-1 1=11 I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I-1 I I=1 I E=1 I =1 I I=1 I I=1 I I=1 I I- I = 11=1 I=1 = _ _ _ _ _ _ _ = 1 1=1 Alex Spyr _ I I I I II III_III_111_111-III-III_III_III_III_III_ AES Engineering =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=1 1=1 1=1 1=1I 1=1 1=1 11=1 11=1 1=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 I I-1 11=1 I I-1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I -1 11=1 11=1 11=1 1= 1= 1=1 1=1 1=1 = _ _ _ _ _ _ _ _ _ =111=111=111=111=1 11=1 I1=111=111=111=1 I1=11 I=1 I I=1 I I=1 I I=11I=11I=111=1 I I=1 I I=1 I I=11 I-111=1 I=1 I=1 = 1 = 1 = 1 =1 I- _ _ _ _ _ _ _ _ = 1 I I I I I I III L-III-III-III-III-III-III-III- 630 Fifth Avenue, Suite 2000 =1 I=1 =1 =1 I I=1 I=1 I =1 I =1 I =1 =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I=1 I I=1 11111 111 1I I II IIII II I II III V I I II I II I III I II II I II II II II I II I I II I I II I II I III II I III II 11 II I II I II I II I III I III I II I II II I II II I II II I I I I1 II I II II I II II II I III II I II II I II I I� New York, New York HER'S Rater: n North Elevation Tom Baccarella 1/4" = 1'-0" NY Building Technology Group 159 Route 25A Building 1 , Suite B Miller Place, NY 11764 EXISTING HOUSE � T PROPOSED ADDITION Architect of Record: T.0. ROOF � ISAAC - RAE 26'-5 1/2' 430 Main Street 2nd floor N Greenport NY 11944 L9 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T2 - 2 1 r A-502 A-502 ( T. 347-276-6093 E. clay@isaac-rae.com N -- - - - --- - - -- -- T - - - - - Roof Project: WD-06 19'-0" _ __ _ EAST----- ------ -- _._.__......__....- --- --- ..... ------ - ---._._.. __ -- S ....................... --........................._ _ _ ___ - T _ . Ell ....................................__......-_-... — WD-06 ....._..._-.-..---.....I............_................. _..._..._..._...._.._.......__....._._.......__ AV Vk .__......._.._..._......-............._._.. ____.......___-_ 325 Ba Avenue Eas M ri N —NOTE:EXISTING EXTERIOR WINDOW.. --.......-.._...._...._._..._....._— T7 ---- _ T7 TRIM TO BE W D-06 TYP. ..._..............._........... . .........._----------- O ._ _._.__.._._� -- -----..._._................. _...._.._._................ __----...._ ... ---_...._........_._.._.. _ W D=02 -W D-01 W D-01 W D-02 0 .......................................................... ....-......__..._...---- ....._.._......_..-- __ Project_-- �, _...._......__...... rn olect No.. -- I R- 2 _._.__ -__ .__.__..._.._..._......_... _....................................................................................._.. 77� .. 0 ^ - -.-.__._..__._ __...___.___._._.._..._..__ _..........._..______ -- — - ........--- -- NOTE:PERGOLA TO BE W D-01 N ................................................. I ... I--.................. ;;AJ ................... .......... .......... -------------- I ..................._..............................._.. 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Level 2 VI ....-................ _. _._.__._._.._ 1 ..... .. ....-...._........_....._.___r-._._._._._...---.. 0-0 _-- _______...__.__._..,___._._._..___-.___T___...._._._........_..._._.... ------- ..........------ ----..._......._.._......_..........._..........._..................................................__.... ... .__.................................................................._..... .... ............_._................................._...................................................._....._.............._._._. -- -..__... ._._..._.._.._...._- ---._._........_....._..-._..._... ----- NOTE:EXISTING PORCH INCLUDING L U G CO UMNS,DECKING, _. __.... _.__.._......._...._.. _.__..._.._....._..-----......._.._. CRAW LSPACE COVER CEILING AND RAILING TO BE W D-05 .......___.....___-_____. ............._.............._.._..._..._......_..._... __._ _. - -..................... ---- _...... 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ROOF DRAWING ISSUE 26-5 1/2" 5 NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 N 3 4 0 F_ 5 6 T1 7 -_ -- Roof 8 10 12 ,-KWD-06 _. NOTE:EXISTING EXTERIOR WINDOW _ _..... f9 T9 -- -- __ = DRAWING REVISIONS TRIM TO BE WD-06 TY P................................................. _.... � __ _.__._._.._._.._.._.._... ....... __._._.. .._... p T4 _ N0. DATE REVISION -- ._............-_......... W D-05. ......... ---- - r 3 _ __.-:............................... _ 4 _ -- -- - - - - - - - - - - - Level 2 5 10' 0" 6 7 WD-05 8 NOTE:EXISTING PORCH INCLUDING COLUMNS,DECKING, — - — CRAW LSPACE COVER,CEILING AND RAILING TO BE W D-OS _. ---- T8 T8 __ 10 __............ ........... 11 9 12_ T . T7 T - - — THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL -- OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN _ _.. _ ACCORDANCE WITH APPLICABLE CODES. ..... .. _ .-.: ...... .._.... .... _.....:. ....... U = 'S Le- vell L - O1 ............ _ _._..__..... ---......._......._............._......._......_._........._.. Consultants: ---- -WD-05 - FWD-05�__. _. _._.._._.._. --- - M ....__.._.._..._._...__..__W D 05.._-----_- _ _ _ = I I1=1 1=1 I= = I 1=1I =1 -1I I-111=1I1=11I-1I1=111=1I1=1 1=1 1=1 = =1 =1 = _ =1 =1I = = - = - - - = - - - - - - - - = - - - - - - - I- - - - _ GROUND�- " Ken W ochuk -11 I-1 I I-1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I -1 11=1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 11=1 I I-1 I I-1I I-1I I-1 I -1 I1=1 I I-1 I I-1 11-1 I-1 I-1 -1 I IE1 =1 I-1 I I-1 -1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _= 3 0 y I I II II I II II I I III_III_111_111_1II_III_III-III-II I_II IIII III-111_111_1 II_III_ P.O. 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ROOF 26-5 1/2" I Architect of Record: I I r ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Roof Contact; Isaac Clay Coffey R.A. NYS LI 7 W D 02 06 C#039 67 ......._.......................................... ___. -- _ --- ..... -- - ........_......_........__........._....._.._.--.._.............. _..-- — -- - -_:_ _ —_._...........................-.:------- _-----= T. 347-276-6093 E. clay@isaac-rae.com ........_.........---------._............................... C ............._. _._.._............................... ..._.__....._.......__..._......_..__._.._...... ------------- - -- ---....._------..._............._.._.......__....---- c - -- NOTE:EXISTING EXTERIOR WINDOW -- ...... _......_.....__.........__.... .._......— ..__—. — — .........._.............._..__..._.. _ __—_TRIM TO BE W D-06 TYP. _ __._.__-- Project:— ................... _.....-----___ _ ---- EAST_ _ __ ______ _---____________________._ ____---.__--_____ T4 � S MARION ............... ._.........................................................._.. _ - _---...... ...................._._..... _._._.._._... - - ----._._._..... -_ ........ _ .._._........_._..._ - - .......___.._._......_.............................. - 325 Bay Avenue, East Marion, NY NOTE:PERGOLA TO BE WD-01 — _._. W D-05 <WD-01 .............................................__....._..... ......._.._......._. _..........................._......_.._..............._......._...._._..... -----_ _ .._.... --__- _.._.._......._........_............._..... .._...._...._................._............................._......._..._.._.........._...__-------- -.------------..................................._..........._....._...._... --..__..._........._................................_...........- - --._._...._._.._....._..._.._....._.._.._......._........._....__.._....__.....---........_................_...._ ..................__...-._......-....._. --...._.._._._.. _......_._..-- ...__.._..........-- --...-- - - --- ----- -- Project 0 ----.... ------ - - N - -...................._.........__..._.._..._..............__......— ---------.... ........._22...................................._.....__._.._...........--..._..........._..........._........-..........-.-_..-----._._.... - _— — — -- _.. ..................._.. 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II III III_ I = 11=III=III=111=III=111=III-11=1 = =1 = = - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II 111 II 111 111 III III-111_111-III-III� III III III III III 111 111 III IIII III_11� _III I11� III 111 II I - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ _ � I� III III II 111 III 111_111-111_111-III-III-III-III_III_III_III_111_III_III-III_III_III-III_III_III-III-III-III_III_III-III-III-111_111_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ - _ _ _ _ _ - - - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ III III III III III III III III III III III III III III III III III_ II_III_ E1 11=1 11=1 I -I 11=1 11=1 11=1 11=1 I F III-III-III-III=111=111=111=111=1 11=1 11=1 I I -I 11=1 11=1 I I I-1 1= _ 1 = = I = _ - - - - - - - - - - - - - I III 11� I I 11 I I 11 I I I 111_11 I_1 I III-I I I_I I-I I_111_I I -I I I I I I_I I I_I 11_1 I 1=1 I 1=1 I I=I =1 I I=11 = I = - - - - - - - - - - - - - - - = - - - - - - - = - - - - - _ - - - - - - - - - - - _ _ � I� III III_III_III III III III-III_III_III-III-III-III_111_111_III-III-III_III_III-111_111_III-111-111_III-III-III-III_III_III_III_ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - �- - - - - - - _ _ _ _ _ - - _ _ - - _ - - _ - - - -_-_-_-_- - __ _ _ - - - - - - - - _ - III III III III III III III III-II Date: III-III-III-III_III-III-III-III-III_I I I_I I I-III-III-III-III-III=1 =1 =1 I I 1=1 I-I I I_I I I-III-III-III-III-III-I I I 1=1 I 1=1 I _ = I I- _ - _ _ _ _ - _ _ _ - = _ _ _ _ - _ _ _ _ Scale: - _ _ _ _ _ - _ III I � III III III III III III I I III III III III III III III III III III_III_III_III_III-III-III-III-I I I_I I I-III-III-I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-I I - I I_ = 1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - - _ _ _ _ _ - _ _ I I III II III 111_111 III III III III III III III III III III-III-III-III-I : - II-III= -III-I I I=1 I =1 I I=1 I 1=1 I 1=1 I 1=1 I I=1 I I=1 I I=1 =1 =1 -I 1= - 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- - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - _ � 111 I I I_I I I_I I I-I I I-111-111_III_III_III_III_I I I_I I I-III-III-I I I_I I I-III-III-I.�- I I-111= n- 1=III=III= = 1 =1 = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - _ - _ _ - - - - - Drawing Title: III I I III_III_III-III-III-III-III-I I I_I I I_I I I_I I_I I_I I-III-III-111-11 I-III_III_III_III_111_111_1 I I_I I_I -I I I_I I-I I I_I I I_I -I = - - - - - - - - - - - - - - - - - - - - - _ - _ - _ - _ I I I I_I I I_I I I_I I _III III-I I I_I I I_I I I-III-I I I_I I_I I I_I I I_111_111_1 I I_I I I_I I I_I I I-I I I_I I I_I I I_I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I-I = - - - - - - - - - - - - - - - - - - - - - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ IEEI - - _ I II III_III_III III III III III_III_III-III_III_III III III 111_111-III_III_III_III-III-III III=11 c� = 1=1 = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ IEEI - - - - IEEI - - - - _ _ _ - - - - - - _ - - - - - - _ - _ _ - - - - - - _ _ - - - - - - - - I III-11 I_I 11=1 I I-1 11=1 11=1 11_1 I I_I 11_1 I I I I 1 I 1 I 1=1 I I 1 I I I I I I I_l I I_I I I_I 11=1 I I-I I I_I I I-I I -1 I I_I I I_I I I_l I I_l 11=1 I I-I I I_ - 1 I_I I_ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - _ _ _ III I I III III III III III III I I III III III I I I_I I I_I I I_I I I_I I I_I I I-111_1 I I_I I I_I HEI I I-III-III-I I I_I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I_I I_I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ _ _ - _ - _ _ _ _ - - - - _ - I I I III III III III III III III III III III III III III III III-III-I I I_I I1=111=111=111=111= I1=111= PROPOSED ELEVATIONS 1=III=III=III=III=III=11=11=1 = - = = = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - _ - - - _ _ - - - - - - - - - - O S I I I I I I I_I I I III III III-III-III-III_III_III_III_III_III-III_III_III_III_III_III_III_III_III-I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I-III-I I I_I I _III I I 1=1 I = I = - - - - - - - - - - - - - - - - - _ - I I I III_III_III_I I_III_III_III_III_III_III_III_III_III-I I I_I I I_I I I_I I I_I I I_I I I-III-I 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 1= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ I III III_III_III III III III III_III_III_III_III-III_III_III_III_III III=11 c6 =III=III=III=111=III-III=III=111=111=111=111=III=111=111=III=III=III=111=111=111=III=11= - - - - - - - - - - - - - - - - - - - _ - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ I III_III_III_III_III-III_III_III_III_III III III 111_111-III III III III III III II-111_111-III_III_III_III_III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III_III_III_III_III_III_III-III-III_III_III_III-III_III_III_III-III-111_1 �? _ X111-III I I�I 11=1I1=lll-ll I =111=1 I�1II=LI -111-1 11-11 11 11 JI�I �I I1= =UJ LI �1 �I 1=1 U-l�l- - - -WI-1 I = =Ll1-111 1=1 I l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =T. . Basement Slab _ - - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I L_111.=111�1�_U.�I 11_._.1 I J--�111�1�11�-I I�I 11--i I-x_11 J-11J�1�1 I�I _1..�1 ►1=lli=-ll-l=l�l�l_�I I�_ _ _ o -III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=1 = - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - _ - - _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ - _ III III_III-I I I_I I I_I I I-I I_I I I_I I I-I 1-1 I 1-1 I 1-1 I I-1 I I-1 I- I I- 11- I I_I I I_ I I_I I_111_111_1 I I_I I_I I I_I I I_I I-III-I I I_I►I_I I I-I I_I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,. ,. ,,, ,,, ,, ,,, _ - _ _ I I III III III III III III III III III III III III III III III III III III III III III_III-III-III_III_III-III-III-I I _I -III- I I_ I f_ I I_ I-III_ - - I_III-III-III-III-III_III_III_III_III-III-III-III-III_III_III_III-I I I_I I I_I I I_I I I_I I I-I I I_I I I_I I 1=1 I1=111=1 I1=111=1 I1=1 I 1=1 I = _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = 9 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I _ I I I I_III_III_III_III_III_III_III_III_III_III-III_III_III_III-III-III_III_III-III_III_III_III_III_III-III_III_III_III_III-111_1 I I_I I I_I I I_I I_I I-I I I_I I I_I I _ _ _ �, =1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 19 _ _ _ _ _ _ _ _ _ PROPOSED ADDITION _ EXISTING HOUSE _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ I III III III I II III_III_III-III_III_III_III_III_III_III-III-III-III_III_III_III_III_III_III_III_III-III-III_III_III-III_III_III_I - I- _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I_I I I III I _I I If I I- I I I -III-I I=I 1=1 1=I = _ _ _ - - - - - _ - - - - - - - - - - - - - Drawing No.: _ - _ I I I II III III III III-III_III_III_III_III-III_III_III-III_III-III-III-III_III_III_III-III_III_111_111-III=III=III=III=III=III=III=III=III=III=III= - = g o -iii-iii-iii_iii_iii_iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii=iii=iii=iii=iii=iii=iii=iii=iii=1 i 1=iii=i I i=iii=iii=iii=iii=iii-iii-i I i=i I—iii=iii=iii=iii=iii-iii-i i i_i i i-iii-i i i_i i i=i i I-i I—Iii-Iii-iii=iii-iii=iii=i i 1=iii=iii-i I i-iii=iii=iii=i 1=iii=i I i=1 i i=iii=i I i=iii=i I I=iii=i l=iii=i I =iii=i I i=i i I=1 i i t I,F N AnN � n West Elevation I powwow T.O. ROOF NOTES — — — — — — — — 26'-5 1/2" N DRAWING ISSUE `n NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 Roof 4 - - - 19,_0,. 5 7 8 9 2 I 1 0 10 A-301 obo A-301 0� 11 12 DRAWING REVISIONS NO. DATE REVISION Level 2 1 - - - j- - - - 10'-0" 2 3 4 6 o 7 0 0 8 9 10 11 12 Level 1 THIS APPLICATION IS APPROVED ONLY FOR WORK — — �� INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR o TO BE CONSIDERED AS EITHER BEING APPROVED OR IN io ACCORDANCE WITH APPLICABLE CODES. GROUND -3'-0" III III ITI II I o I I-III-III-IT-I►-I III-III-III-III-I 11= Consultants: I I=1 f-11-1T_I-ITI=i ITi-III-IIS-IIS-IIS. o -III-II II-III-III-III-III-I zo Surveyor: :III-III I I I III-III-III=III-III_ Ken Wyochuk -I I I-1 I-I 11-I 11=1 I -I I -I P.O. Box 153 I I I1I 1111111 ( I ( III-III-Ti-IIS-1 1= II-III=III-III-III-I Aquebogue, NY 11931 11 1=11 IE EI I1=III-III-III-III= T.O. Basement Slab -III- _ a ° . ° .� ° a. , r p a 11=1 11111-111=t11= - -91 �A -1I I-1I 1=11 1=1I I-1I I-1I I-1 I I-1 I I-111=1I I-1I -111=1I I-1I 1=1I I-1I I-111=1 I I -- - I I1=1I I-1I I-1I I-1 111=` 11=III = _ 11=III-I I =I I I=111=111=I I III I IME-Mr 11= 11=III=III=III=1I I-111 III-I I I-I II I II=111E11II11=11II1I-III-1_ _° _I-I II-III-III-III= Structural Engineer: I -1 +N�I I I I=1 11=1 11=1 11=1 I I_I 1 +-1 =1 11=1 11=1 1=1 11=1 11=1 11=1 I I=_-I 1=1 I -1 11=1 11=1 Alex S rou I I I—III—III III I I— I I I—I —I —I I —III—III III III I I I—I I I—I I I—I I I—I 11—III—III III I I 111—I I I—I I I-111-111-11 I— I—III III I I—III—III—III—III pY AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York n Seclion 2 HER'S Rater: 1/4"= 1'-0" Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B PROPOSED ADDITION T -� EXISTING HOUSE Miller Place, NY 11764 - - - - - - - - - - - - T.O. ROOF - - - - - - - - - - - - T.O. ROOF 26'-5 1/2" I 26'-5 1/2 `" DROP CEILING A-301 I _ Architect of Record: T - - - - - - - - � - - - �1 � - - - - - - - - - I U? ISAAC - RAE 430 Main Street Roof _ _ _ Roof 2nd floor 19'-0" -r - 19, 0„ Greenport NY 11944 N Contact; Isaac Clay Coffey R.A. I I j j j j r "' NYS LIC#039767 6 r A-301 I I I I I I T. 347-276-6093 E. clay@isaac-rae.com CV � T 0 4 ( I I o Project: t t t I A-301 EAST MARION 325 Bay Avenue, East Marion, NY Level 2 _ - Level2 i0-0 1 Q,_�„ Project No.: 5 R-02 A-301 I I I Seal/Signature: ID I Co d j o I � j I9 T 4 I I I F I I Level 1 !. - _ � _ Level 1 0„ 0" to I o -1 I III I III III III=1 LI 1= GRO-UND GROUND 30 111=I I- I I I 1E1 I 1 11 F 911=1 I II -111-III III-I I y SOFFIT FOR BENEATH 11111 1=III-III-III=III=III- I I I-I I =1 1=III _ I I-I 1 1= o ( 111=1 11 1 I I 1 I 1=11 I-I -I I I-1 I I-1 I -11 0 ADDITION ENTRY STAIR I I I-11111 I'&] II-III III= III=111-1 -I I-1111111-I I o =1'Ell-_III I IMI 1 Ili`° I I1 11 I I I I I IIIII I II 111 111 15 II I I Izo Date: scale: I I I I I I 111=1 I I`I I IV I I-111=1 I I-1 I -I I-I 1 j AS NOTED -III III I I 1=1TITI-11=111-Ti- -III-III III-I1 III=1 I =1 I=1 I IE Drawing 0- 111-11 I- IEZ 111_1 I I III=1 Is g Title: =1111 -1I I-I I1= I1=1I -111= =1I I' ° a9 II IJIII-111_=111=111= T.O. Basement Slab =17:11 E 1I I-III-III-II T.O. Basement_Slab BUILDING SECTIONSo -0 -0 -9'-0" ___�_ - III III=III=III=1 -III=III=III=11 - _ - Wiffill _ - - - _ - _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ III=III=II-I �„ ____-____________ —__--__ o -III I_I I___=_-III-III-III-III_III_III_III-III-III-III_III_III_III-III_III_III_III-III_III-III-I I_I I I_I I_I I_I I I_I I__i- -11 I I_I I I_I I1=111. - - - - - - - - - - - - - - IF, _ _ _ _ - -_ _ _ __ -_ -_ _ -_ - -_ -_ _ -_ -_ __ __ _ - __ __ __ -_ _►I I_I I I III I-III-I I I_I I I-III-III-III-I I I_I I I_l 11-1 11-1 I I-I 11=1 11=1 11=1 11=1 I I= 9 11=1 11=1 I =1 11=1 I I=1 11=1 I I I I I-1 I II 11=1 I I-1 11=1 I_I I _ I I-I 11=1 11=1 11=1 I I-I I II I I-I 11_2 I I_I 11_1 11_1 I _I I _ I I- I _ _ _ I _ _ _ - - - - - - - - _ _ _ - - - - _ - - - I 11111 _ I I III-I I I I=1 I II -1 I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 1 �I -I I I N-1 II- - I 1=1 = I- - - - I II III-III_III- N —III—i I I—III—III—III—III—I I—III—III—III—I 11=1 11=1 I I—III—III—III—I 11=1 11=1 11=1 I I—III—III—III—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I—I 11=1 I I—III—III—III—III—III—III- � =1 11=1 11= = 1 j= =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=11 i=i 11=i i 1=111=111=111-1 i i=1 1 i=1 I = 11= � _ _ —1 I i—III-1 I i-1 11=i Drawing No.: N I I -1 -111 g ___ _ __ _ _ _ =PROPOSED ADDITI N = - __ __ o III-III_III_III_III_III_III_III_III-III_III-III_III_III_III_III_Ilt_III III_III_III_ O I_I _I+h�-FII II_EXISTING HOUSE =1, -III-III-III-111-III-III-III-III-III-I 11-1 11=111=1 1=111=III=1 11=1 1 1=111=111=111=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=111=11=III=�1=1 11 11-111-11 1=1 1=1 — izzI I I 111-1 I I I I-111-1 11-111 111 111=111-1 I I 111-1 11-111=111=111-111=1 11=1 11=111=111=1 11=1 1-111=1 1=111-1 11-111-1 11-111-111-1 1-1 1 1-111-111.-111-111-111= N Section 5 2 1/4" = 1'4" U 1/4" %J %J i PRO M NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 EXISTING ROOF 6 ASPHALT SHINGLES 7 ASPHALT SHINGLES 8 ASPHALT SHINGLES ----------- ASPHALT SHINGLES AIR GAP W ITH SLEEPERS 9 AIR GAP AIR GAP AIR GAP EPDM ROOF MEMBRANE EPDM ROOF MEMBRANE WATERPROOFING WATERPROOFING WATERPROOFING COPING COPING 1O WATERPROOFING SHEATHING 1�- SHEATHING FASCIA WD-01 FASCIA WD-01 SHEATHING SHEATHING 12 DECORATIVE CORNICE ROOF RAFTER _ Roof _ _ Roof ROOF RAFTER _ _Roof _Roo WATERPROOFING — Roof WATERPROOFING _Roof 19'-0" 19'-0" DECORATIVE CORNICE 19'-0" 1 g'-Q" L 1 g'-Q" 1 g'-Q" THIS APPLICATION IS APPROVED ONLY FOR WORK DECORATIVE CORNICE 2"CLOSED CELL L V INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 2"CLOSEDCELL 2"CLOSED CELL DECORATIVE CORNICE SPRAY FOAM JUULJUU SIDING TRIM-WD-02 SPRAY FOAM SPRAY FOAM AIR GAP WITH SLEEPERS ROCKWOOL,R-23 L SHEATHING L SHEATHING OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ROCKWOCL,R-23 SIDING TRIM-WD-02 WATERPROOFING AIR GAP WITH SLEEPERS � GYP ROCKWOOL,R-23 AIR GAP WITH SLEEPERS --- TO BE CONSIDERED AS EITHER BEING APPROVED OR IN WATERPROOFING — GYP SHEATHING — — _ _ _ _ _ _ _ JOIST SEE STR. JOIST SEE STR. GYP WATERPROOFING �— — ACCORDANCE WITH APPLICABLE CODES. SHEATHING LVL SEE STR. TJI JOISTS SEE STR. I GYP GYP oil SHEATHING EPDM MEMBRANE 1 I 1 i Consultants: I Surveyor: II II Ken Wyochuk METAL STRUCTURE P.O. Box 153 BEHIND WOOD PANELS 1 1 1 Aquebogue, NY 11931 II II Structural Engineer: 1 i Alex Spyrou SIDING TRIM-WD-02 �► AES ineering AIR GAP WITH SLEEPERS 2"CLOSEC CELL I I 630 Fifth g Avenue, Suite 2000 SPRAY FOAM New York, New York IL WATERPROOFING ROCKWOOL,R-23 SIDING TRIM-WD-02 I I 1 SHEATHING 2"CLOSED CELL GYP 2"CLOSED CELL SIDING TRIM-WD-02 AIR GAP WITH SLEEPERS 1 1 r SPRAY FOAM SPRAY FOAM WOODSHINGLES-WD-01 -�► WATERPROOFING ROCKWOOL,R-23 I I ERs Rater: ROCKWOOL,R-23 Tom Baccarella SIDING-WD-01 SHEATHING GYP L= — — _ _ _ _ _ _ _ EPDM MEMBRANE — — FLOOR,SEE PLAN NY Building Technology Group _ Level 2 _ GYP _ Level 2 0 _ Level 2 _ Level 2 _ Level 2 SHEATHING Level 2 159 Route 25A L 1 0'-0" L 1 Q� WOOD SHINGLES-WD-01 10_� L 10 FASCIA L 10� L 10 0 Miller Place, NY 11764 L L AIR GA WITH SLEEPERS V WATERPROOFING V V Building 1, Suite B L SHEATHING L ` WATERPROOFING SIDING TRIM-WD-02 -:► SHEATHING JOIST,SEE STR I JOIST,SEE STR GYP LVL E STR. TJI JOISTS SEE STR. CEILING,SEE RCP \� I Architect of Record: � I � I ISAAC - RAE o- I 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. 14 I NYS LIC#039767 I T. 347-276-6093 E. clay@isaac-rae.com SIDING TRIM-WD-02 AIR GAP WITH SLEEPERS / Project: WATERPROOFING / I SHEATHING SPRAY FCAM LL ED CE EAST MARION SIDING-WD-01 ROCKWOOL,R-23 / 1 325 Bay Avenue, East Marion, NY GYP / I / CIP CONCRETE / METAL DECKING FLOOR,SEE PLAN Project No.: _ Level 1 Level 1 — _ Level 1 Level 1 Level 1 _ Level 1 1 R-02 FASCIA Seal/Signature: _ ""_— _ GRADE — _ ` GRADE L GRADE L L GRADE L GRADE E V — — — — — — V — — V — �� WATERPROOFING--------1V — — �� — V — - -6" L '6rr 11 L -61 1 L4 11 J .6 SHEATHING I L -6 L -6 11 SIDING-WD-01 2"CLOSED CELL AIR GAP WITH SLEEPERS SIDING-WD-01 2"CLOSED CELLT JOIST,SEE SCR JOISTS,SEE STR SPRAY FOAM SPRAY FOAM CEILING,SEE RCP WATERPROOFING AIR GAP WITH SLEEPERS LVL SEE STR. TJI JOISTS SEE STR. CEILING,SEE RCP ROCKWOOL,R-23 SHEATHING WATERPROOFING ROCKWOOL,R-23 GYPSHEATHING GYP _ _GROUND _ _ GROUD ° _ GROUND _ GROUND _ _ GROUND _ _ GROUND =1 1=1 I -3'-0" =1 1=1 I I-1 E 32 0 _ _ -3'-0" I S I—I�I—I�I—I - •g � FURRING WALL 3-0 3-0 _3r-Qn . ° III—III—III—III: —III—III—III GYP SOFFIT COVERING —III—III - I—I I— I—I EXTERIOR STAIR I I I=1 11=1 I —I I I III—I I—I —I tr IEEI I—I —I CIP WALL SEE STR —III—III - : 1=1 11=1 I I—i I i- III—III—I 11=1 • - 1=1 1=1 —1 11—I I I-1 11= =1 I —1 I I—I I " III—III—I —I I- I I I-1 I EIJI I —1 .I�1—I�1 —1 I I—III—III —I�a I la I \ I I SIDING TRIM-WD-02 10. —III—III—III— =1 =1 III \ —III— AIR GAP WITH SLEEPERS III—III— 2"CLOSE)CELL —III—III—III— —III—III—III = n —III—III ATERPROOFING SPRAY FOAM =11 _ _ _ 1=1 11= SHEATHING =1I1=1 1=1I1= I —I I-1 —I ROCKWOJL,R-23 —III—III—III °• —EIII=III III—III—III—III: 111=III—III=1 Date: Scale: .1 —III—_ GYP =III—I I I=III— —III—III—III AS NOTED —III—III SIDING-WD-01 s —1 11—I 11—I 11= I—I 1 1-1 I I—I 2 :III=1 I I—I I I_I II _ - " —I1=I I E_1I11= I I-1I 1=1 : Drawing Title: o- T.O. sement Slab T.O. Basement Slab I Basement a .— e— WALL SE C TIONST. Basement *° O. Basemnt Slab TO. Basemnt lab 911 -g'-0 —1 -011 -91-011 g-Q -9 -go -te I— 111 1=III=1 1=III - O — = =1 ° = 2"UNDERSLAB 1 III III=III= — — 2"UNDERSLAB I=I 11=I I 1=1 -I 12"UNDERSLABI I I—III_III=III=III=III=III=III=III=III=III= =III I I= 2"UNDERSLAB =III=III I2°UNDERSLAB_ I III-111 —III—I I EPS FOAM INSULATION - — — — =EPS FOAM INSULATION = _ _ _ _ _ _ _ _ _ — _ EPS FOAM INSULATION — — — .EPS FOAM INSULATION _ _ _ _ _ _ — — I I—III_III_III_III—III—III_III—III—III—I I I_I I I—III—III—III_ I—III ` ; III- I I_I I I—III—I I I_I=I_� =1 ° ea° I=III=1 I =III 111= EPS FOAM INSULATION 2"UNDERSLAB =1 _ ` =III=111: I 1111 ` . I III 111 111 _ _ _ _ _ _ N EPS FOAM INSULATION =III . 111=111= = =I °' '. 1 _I= I 1=1 11= I 1=1 I 1=111=1 11= I 1=111=1 11= I 1=1 I 1=1 I 1=1 I 1=111=111=111=1 I I=� = 1 6 _' a. I I= =III=III--11 tl I =III=III= Drawing No.: N 1111 . ' I=111=111=111 ° a =111=III: I I I I I I I� 1= =111=11 =111=1 I I=1 =111=1 I=III=111=111=I I I=111=111=111=111=111=111=111= =III 111= I=III=111=111=III (V 11— — _ =11 =11 =111=1 =_ _ _ = =11 =111=1 = 111=111= _ _ _ -1 = = 11= I=111=1 I I=1 I I=111=111=111=1 I =1 I I=1 11=111=111=111=111=1 I =111=111=111=1 =111== —= 11=1 =111=1 I 1=1 I 1=1 11=III=111= 1— - - III III III III III III III III —111—I 11- 11 11 III 1 I -� -�I -� I-III-I -� -� -�I -I -I -� �-III-� -� -� �-III-1 I I-�I I- I III III-III I I I I I-III I I-III-I I-III-�I I III-IAPIL —1 1 1=i i i-111=iii=1 i =i i 1=111=i i i=111=1 11=1 i 1=1 i 1=1 11= I I I=III=1 I = I— 11=1 11=1 11= N —III—I —�I =1 I=1 I=III=1 Section 5 - Callout 2 Section 5 - Callout 1 Section 6 - Callout 1 Section 6 - Callou` 2Section 2 - Callout 1 Section 2 - Callout 2 1/2rr = 1'-011 3 1/2" = 1'-0" 2 1/2" = V-0" 1 1/211 = 1 1.011 NOTES P L U M B I N G NOTES PIPE SCHEDULE DRAWING ISSUE Z Z z z HOT SUPPLY 3/4" NO. DATE ISSUED FOR NOTE:AS PER THE PLUMBING CODE,ALL SHOW ERHEADS,PRI%ATE LAVATORY = _ FAUCENTS AND WATER-CLOSETS SHALL MEET THE SPECIFICA-IONS MASTER BATHROOM Z Z W/C (5) WIC (6) (D (D REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH — LABEL,OR SHALL BE APPROVED IN ACCORDANCE WITH THIS CODE. _ = z Z Z Z O 0 Z COLD SUPPLY 3/4" 2 _ _ = Cr oC O O 3 ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER INSPECTION O O (D 0 (D (0 (3 4 ZD Z Z (7 (.7 STEP DOWN SUPPLY TO 1/2" PEX FOR SINKS NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF WORK I 0 O O O z TOILETS AND SHOW ERS. 5 OUTLINED IN THE PLANS. W M IY MAXIMUM FLOW RATE OR QUANTITIY U 1 M I z Z Z W W W W W w w TOILET WASTE 4" 7 LAVATORY,PRIVATE-1.5 GPM AT 60 PSI HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI Z Z z Z 8 SINK FAUCET-2.2 GPM AT 60 PSI cc: W 0 O Z 12� W Z Z Z O O Z Z WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR W O IJ 1— O O O O LAVATORY WASTE 1.5" 9 EQUIVALENT DUAL FLUSH ~ Q W W W ¢ W W w W W W W Ir 11M ¢ I oc I oC Ir Ir (r oc 10 E- I � E: W � Z) : SHOWER WASTE 2" 11 01 0 x ECx x H1 JI E� X ECx x 1W- I a1 x WX x 00X 12 W - o 0 0 - w _ w — � - = 0 LL. U- LL. = U LI_ LL U- Q u_ U- u_ H LL U O 3 U � C9 C9 � O � U � I o W =O W U W Q W SINK WASTE 2" DRAWING REVISIONS W W W = W W x x Q W = W W --I z z � z cnz � z w W JZ cnz � z OU � z cnz � z mZ TUB WASTE 2" N0. DATE REVISION 1 i I O i C91 1 X LU a, 2 -iap 4 6 1DOB FILING 3/19/2013 �Rol 7 Level 02 ( — — — — — Level 02 8 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK Z Z Z Z Z INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 1/2 W/C (18) _ = KITCHEN = _ = OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR (9 O (9 (7 C'3 O :DI O O O TO BE CONSIDERED AS EITHER BEING APPROVED OR IN � 1 rr 0 w x w W w w z w E� W z z z L WI 0 0 W �I 0 M0 0 oC 11 W � °C I z M Designer: W ¢ wl ¢ 0X x E—I ¢ ZX LU = X � � � WU- � � QU_ ISAAC - RAE 1 ; NOTES z z DRAWING ISSUE z z MASTER BATHROOM z z W/C (5) W/C (6) _ _ NO. DATE ISSUED FOR _ = z Z Z Z O O > > 1 04/27/2021 SD Floor Plan Approval ' (=3 I = _ = I OC CC O cc: 2 O O Z I Z) D z z 0 (D 3 pOC r j U j � SANITARY WASTE SCHEDULE 4 OC I w w I ('5 0 (D m; X X Cn Cl) 5 LO z z z U)I w w w w, w w w w TOILETS AND PRIMARY WASTE LINES ARE 4" 6 M TI O O z M F; z z z Cl)I z z Ir O O z z 7 UJ W I w w O D i O O O � i w w w0 Ow SINKS ARE 1.5" PVC 8 W Q, OC OC OC OC Q, M T- T- M Q oC M CL Ir 9 z z, F m1— I— z z, m � = 1— I— z zI ~ cc: F- ~ m ~ TUBS ARE I.5" PVC 10 LU ¢I X wX X w QI OX wX X w Q' X wX X 5X 11 > cA I LL > LL LL > U)I 1- LL > LL U- > U I LL > LL IL I— LL I U O U I > O U (� C'3, U O U I— SHOWERS AND LAUNDRY ARE 2" 12 U-1 w, w = w w w w, Q w = w w X X w = w w ¢ w DRAWING REVISIONS z z, � z cnz � z z z, Jz cnz � z w w� � z cnz � z mz I I ALL VENT LINES ARE 1.5" NO. DATE REVISION -- - + —lJ I 4 .- - + � 1 I I 3 I I I 0 i i 0 5 Level 02 ; ; 6 Level 02 I . ZJ I . ZJ J i ,- -0 J 7 - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - 1 - - - - - - - 1 8 I I 9 10 11 12 I Z Z I Z Z 1/2 W/C (18) ' _ — KITCHEN _ = THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OI O O OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I 0= O I 0= 0= TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I ACCORDANCE WITH APPLICABLE CODES. WI w X WI W W 071 z w Cl)i z z cc pC I z z Cc- OC I z z W �I O O w }I O O L0 m I w w In M I Y w w Consultants: QI QI z rr- Cc HF=I v5 Z) w -) w Q o X X w Q i w X U) X Ken Woochuk > U)I I— LL LL > W I = LL Q LL Y �I > 3: b � I � � � � P.O. Box 153 Q X XI w w w LU � w CQw w w, z z z z, �e z o z Aquebogue, NY 11931 I I I I I I Structural Engineer: Alex Spyrou L 4 � _ _ 4J L, AES Engineering - J z J ' 630 Fifth Avenue, Suite 2000 0 ; L New York, New York Level 01 I Level 01 HER'S Rater: - - - - - - - - - Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B z Miller Place, NY 11764 1/2 W/C (18) _ = LAUNDRY _ .0--D (D O p0 VENT SHARED i O LU m Architect of Record: ml w z w WI X Lnz z z �I w w M 0:1 z o z � I zz ISAAC - RAE 430 Main Street O =) > > I- L- I �E � 2nd floor w Q mo X W X X w ¢ ; z X Greenport NY 11944 > `n I ~ `L LL " > Cn _ U- Contact; Isaac ClayCoffey R.A. 3: 3I > � O � (3 351. 3: 3I rn � Y W w I Q w = w w w w I Q w NYS LIC#039767 z zI wz cnz � z z zI 3: z T. 347-276-6093 E. clay@isaac-rae.com I � I � ) I Project: PROPOSED CLEAN OUT i i EAST MARION O 325 Bay Avenue, East Marion, NY Basement I I Basement 1 J J I J Project No.: 4 ' 1 R-02 � SEWAGE EJECTOR PUMP Seal/Signature: DOMESTIC SANITARY WASTE WATER RISER DIAGRAM N.T.S. Date: Scale: AS NOTED n Drawing Title: O Sanitary Riser Diagram 'T^ W co O r- N Drawing No.: N O N N NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1. 05/03/2022 SUFFOLK COUNTY REVIEW 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 3 09/23/2022 SUFFOLK i7OUNTY REVIEW 3 4 5 6 C.) J J W a QU Q ' N U- 0 O z O N N w a z UJ r THIS APPLICATION IS APPROVED ONLY FOR WORK cr INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3_ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN J ACCORDANCE WITH APPLICABLE CODES. x w UJ x F— O F- 3 Consultants: x a a a: O w J O 2 Z F F V F N Z O U O W C-) D a O m (L LU m O F- O z LU W c� a Architect of Record: O r Z ISAAC — RAE 0 a 0 11575 Main Bayview Road Z Southold, NY 11971 U) Contact; Isaac Clay Coffey z NYS LIC#039767 a w U Q T. 347-276-6093 E. clay@isaac-rae.com z U J J W a Project: U- EAST MARION O o: 325 Bay Avenue, East Marion, NY W a c a Project No.: UJ I R-02 a Seal/Signature: W w x x f- O LL ru (n G G Cp tp o z LU a J J a Date: Scale: 2 AS NOTED CL Drawing Title: STRUCTURAL DETAILS T 0 T Drawing No.: N O N N . . NOTES DRAWING ISSUEWALLFASTtNtN SHECULiWOOD POST SCHEDULE SHEARALL (SW) SHEATHiNO SCHEDULE, ` UA Y 'LCONNECTION FA5TENER . NO. DATE ISSUED FOR SUFFOLK COUNTY RE VIEW{NlrLAND a©JITQrtQ�E'.. MIN, NOM wQr � T�QNQR'eAPr 'R � RJ AL IN LINE 1J YLMARK MATERIALJ T r � J 6L&QKNAN 1 1 05/03/2022 BEAM - ' , % 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 _ (IINf:1 IES SEAM i G'rOINCRETE'' I/ 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 FC'3RILLUSTRATIVE C'URPC�5E:5)' Tv1IN'NG)MINAL NAIL DW'iN INCHES, WA11 PLATE } WALL PLATE 2xG 3PP# @ I G" O.C..ANb"(� 2 ANCHOR 13OLT5 �X18" TCP OR 50LE PLATE i/2 ar G?..°I G2 NAIL(]Gd COMM TG STUD(FACE NAIL) 4 rY�A}, OP>*N�111�GgA��ipDy END��?�f^WALL �T+�Yjf�'n , , tp�`.G^��AND i�rTr�rN ,1�"ALS. E � ,- . " • .< .. ... 1,5/32 A" A PATED 5TRUCf URAL GRADE �PLATE, Ir f 5 d ON ERIOR 8DNAILS ;uv/ 0_1 5W I 5HEATHINGN EX YE5 gm,� Q"NAIL5' _ 6 PANEL EIDGE5 AND @ 1,2" TO WOOD FSE:„(2) 190 PO 1 Pt T CJ. . @ FIELD INTERMED ATE ,AND 518" I ig"O.C. DOUBLE 2x 1 3,F x 0A46"NAIL6Od COMMON) MIN. P05T 51 E FOR; MIN, P05T I2E FOR- GWD 51H1 ATH ING ON INTERIOR w/ I OD TCP PLATE 1/�9,�� � �a L1A1I I BEAM�' HEAI�I<R , MEMBER NAILS " CT.C, AT PANEL ERGES AND IrNSTALL SIMPSQN HP i _. ° 2x4 MALL. 2xG WALL 2x 1 WALL RXG WALL @ 12"IF,C. @ NELD INTERMEDIATES. HOLD POW"N5 WHERE '"xb,,1 NOTED ON,PLAINS (2) 2x SAWN LUMBER (312!4 (3) 2xC (3) 2,x4 (3) 2xG, TO CONCRETE., 02"0 CdA L�1LRL BEARING f rlLTl'X-CP72 .. 525"Pf�VvDER AC�1,4 I G"MiGs, C'8 ACTUATED, (3) 2x SAWN I_UMDER (4),2x4 { ) 2XG (3) 2X4 (3) 2xG 2x4 SPF#2 16"IJ.Cf ANP (3).2xG FASTENERS "12 MM WASHERS '.. . ANCHOR BOLTS @ X18" H1LTI'X`CC'72I'652�°1�CJWC�ER.AGTUATI$>� EA.:OPENING� AND .ENL?OF WALL Tl'P. NON PLATE TO (4) 2x AVvN LUMBER (5)'2x (5) ,2xG ) 2x�# ( 1) 2x6 5/8"`G,W.15. 'ON (2) 5I1DF5,w/8D NAII..S C,?.C>AND WIT1r11N 12"Al L C NCP TE BEARING •FA5TENE1 wl23MM WA'5HER5 @ 4"" O.C. AT PANEL EI�GE5'AND.@ 8"" PLATE ENDS INTERCOK 2) 1 .75"' LVL (3) w.75"5"st (3) 1.7 ""x (3) f,75"x, (3) 1 ,75" x ''ALL 591.E EEARIN S"x P,'151'",NAIL ; r G4,6 .0 O.C, @ FIELD INTERMEDIATES YES. TO WOOD FRAME. (2) I'GL 3>5 LYL 5.5 LVL 3.5 LVL. 5.5'" LVL 5W2 PI ATE:T� . :NON ; 1NTERMEDIATE5. (ct 1 " G3I7 'BEARING S",x ISP 151"NAIL (3) 1 .75"LVL (4) <1 a75"x (4) 1 Y75"x (4) 2x4 (4) 2xC E'1fNC . a 3.5" LVL 5.5'" LVL "STUD To To?OR, 5 1/2"X O I G2"NACU �l Gd COMMON iN5TALL 3IMPSON 11D 1 PLt1TE 0 NACL) ( w. .. v " I1aLF 1�aWN5 WHERE (4) 1.75";LVL (5) i.75" (EZ) 1.75"`x (5) 2xAi (5) 2xG NOTED ON PLANS 3v LVL 5.5" LVL 3"x'`3.1 a Q";k�AIL� LL o Q5 1 2"a�0 1 G2° At u, C�.PtTCTP P1ATE '� 1N L' I Gd CC3MM( N) 2 EAGtT 51E'IP p b' ''AND INTER5ECTION5 R .. "0-6,121 W.NAIL5' ' e , cr r 3, ryp,Y a ll IY 3 EA W < s 6H.SIDE�F,1�a�` IL #7.:I 2 ArLS W H9°. .I'4 "",NACL(I Ofd`C3MIv4QN) I ' ., & 2� THIS APPLICATION IS APPROVED ONLY FOR WORK HEADER (H) SCHEDULE j� ^� �'sj� �^ 1L1BLE'STL1L3 ,a " �f ' S"X03:I''9I".I�lAILS...%.... INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3 A �EAD ER ( ) S CH E D 4I LE 4 _ " .G: OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR v ROVED OR IN TO BE CONSIDERED AS EITHER BEING APP W MAI i 51 MATERIAL 1N^t .}f�F B�Rt N{ , ,F jP�(LtLI NS /2 at 0.192 �yAI 1 Ga ACCORDANCE WITH APPLICABLE CODES. W _ STC.1L3/15T H 4 rTLJ I✓ - - 8 n NAIL Y7 �QC?RNER 5TL3D.5 010 1 X75 x 1 1 .5-75" (2) 2X (I) 2X '".pt , i ry "'y(� g� �y t� g�{"%} {C?�:�✓ $ �y.}�.. _ N2 (4° :.1 t/t'�S"r' v1,G 1" !S , (#5.4"! YY 1 r � :+'M` <. • L r - " t , ;/C)11V� '?'�+4/.4f' 1 'ER, 2x s� s b, :R :2 ,�� C. F J f« .pCNC3TE5.3W SHhTAL .; 5E1 .1'LA1 a > 4' `{ 3 i617, PLATE " r ?LATt TO Lt?V1�1�YLATE � Consultants: SW2 I t { TO HEAC3ER '': 'f .•13 ,"�lr�1L5' # P as .«....�� � DENOT 5 '."SW`2"°51 =f LATETO HWEk,. 0 W NOTES _ L4Qa ASfiE 1�N ti i ' -'1 , - 3 1 . ALL SHEAR AL PRAIMCN STL1C?E TC? BIr:SPP ' - Z CCS NECftaN BAST , :=hu t~3uANTI 'Y#"E1 '. (NAIL 512E`AND P051TION llixk GEk_ '° ;`MIN NOMINAL LENGTH !N',1NC 16 ati:�° ; ' �I860�€'C�fI" IFFIO�N Q3�;��*r'}1���yN'5 - `` J aF"�,11"YI. �VAILIYY.IV.R"1 `f 21 1?ENC}TE5 51MP' C3N tiL?!2.t1G7LQ-F( /NLANS 1GR ILCATIC31N53 FOR PURPQaES), MIN, lQMINAI.NAILIIIA. IN INCtIE n `GENTm, NON-BEARING WALL HEADER SCHEDULE M DENOTE 5iMPSaN t1D55'HOLL)`C7&, NS. SEE PLM5 F'O' �.bgA!IbNS " J rCST F 351LL EL RTRLt� z DP=>G1RDCR " To TOP PLATE � a'x;0.1 AF IN�91L�(ba C%©M1i�i614 s s' " MATERIAL NO, OF BR,G> N�7, OF FULL NOTES (TOE NAILED) ' o QI ENING 5121 5121" STUD/POST HT.,5TL11 3 9t 1c 0.131"1�1AIL.S D UP TO 3"-11" .(2) 2x4 pF#2' (1) 2x (1) 2x. 3"'5"TO 514' (2) 2xg CSF (C) 2x (1) " W , . . BLOCKING TO J05T. 1/ *D.I3 i .NArL:(0,151 x3 °COMII�QN 1'ERIM�R 1NA1LiNG' . (05TED NUMBER OF .........,. 0 '5'-5"TO 8 (2) 2x 10 Of#2 (1)2x (1,) 2x° ' -2xe•@ PLA'YI+'~.�OOD' FASTENERS AT EACI�END) P °3 (5EE, HEDULE) °x Oa l 20'" NAILS BREA5,w15TAGGEREp z NAILS AT PANEL EDGES BLOCKING $, , �.�"x'C3..),�1�9'".NAIL f 1 dd c6MMbN)BFTWEE Q.. IIIR�IIIIIIIIII�IW .. a Or:RATTER,TO" 5"X` ,15`1°�lA11 FLOOR, AND ROOF SHEATHING:SCHE ULE � TG3T PLATE o I.I I,I I.I 1,1 I.I r Ip1 1,I �, -1 'A 0'.12? AILS Architect of Record. z I { II 11 I( II I I 1 A] 1� 5C IEATHrNG NAILING REQIJIREMI NT5ToNG BACK ISAAC RAE Q FLOORSI 1 I i 1 I'I I`1 IPI 1 I <1 1 ( I'I W3 2x 1 6LOCK, �:c ,'i. a I I°I ('I IPI I I I I !I i 1 I 1 I I 51> ATr11r _� $} g �, �. (Sm 5CHEQ1.)LE HLOCK " _a k 3 i iNAlLS s 5 Main Bayview Road O I LU>1a AND NAILED WITH O. 131 j1.)(X COMMON 5MOOOTH AT Grl O.C. ALONG PANEL ;� � - _ _ .1 L_ .-1.L:.. _ 1 157 Z I:I G AND C 2,3 C?:C. ALONG INTERMEDIATE aUPPC?f TS. SiTAF'LES ARE NOT ALLOWED. - - - - 5TAGGEC� LAPS N�JL5 AT TOP,. s;A ?: Southold, NY 11971 N '��NOTE I> �, � I I I I I I I I �I I. 11 11 I I I� � 9T I I '•A5 SHOWN I�TFoM,AND 4, ; ' ° 25t 2 APA , Q 1! I I I'll I I III 1 IT i 1 11 , ', 1 I VED CROSSING ;. _ 3�x 6.'l 26'4AILS ' . .... , RATED 1=Lt ®R tLT.tLt� D ANDNAILED WITH 1�I1 QrcRnA1 NAr1 AT "O.C. ALONG „ ... „ ... a Contact; Isaac Clay Coffey Z I I I'I I I` I I I'I [PI I I 1'I „ 1 1 j 1 I.I m. Y Y a 511EAT1 IING 1�ANE1F EDGES V��11rCH ALIGN WITH I I LC3C1R TRUSSES AND/OR RIBBONS AND 12"C}:C. w , x �. � �-/2°x C�;_f b "1�IAil..(1�d OQMON)m NYS LIC#039767 1.1 1.1 I.I I I 1"1 1.1 I,1 I_.1 I,l 1 LEDGEP,STRIP „ ,. z .. ALONG INTERMEL?IATE SUPPOf�T5.5EE NOTE .I, � � I ( !1 I I �I I �� (� �� �� �` �I "SIA � _„ ,. ._.m, ,_ _ � _ _ _ a ,SEI:SMEAR WALL LAYOUT FL.AN5 FCR AREAS RREQUIRING ADDITIONAL NAILING ANr7 __ _' _ _ T. 347-276-6093 E. Clay@isaac-rae.com ' X'`"?:13''1 I15 ? I3LCC# INC i 9 - I I- i C- 1 I'. I. - I I I I I.I I I I'I 1 I l I 'f I 1 I,I PITCHED ROOFS <l:i ' " 131 � � 1/2'',�I�0 I G2" NAIL 1�d CC3MMC)tN J 1 1.1 1.1 I.I I.i: 1_i 11, I,1 , .J015T TO,PIM JG115T ( ) w I AILED WITH X3,131"x5°COMMON 5MC�TI1 OR DEFT RMCD 5HANK NAIL5'AT�"O,C. I I11 11: 11 a 113/5+2 APA ALC3NG PANEL E[?GE5 ANIS I'2 OtC:..ALC3NG INTERMEI�r.ATE SLi.PPCRTS. INSTALL CLIPS _ ER1tvl "x 5a NACLa 1 RATEC?Q58 T TA ALLOWED. I: I I I I I I 11 11 I 1? l l I1 ::LLt1CIIN A5 Pro 1 ct. A PANEL EDGES. 5 C LESS ARE NOT _ M, �7.I Ct"L? `5EE 7. ".x{?.1204 NAILS . FLAT ROOFS f7Ut E Rl M J015T TO TOP`PI ATE o " " EAST MARION 1#2 x C3..I 13 I+1A(C'0>;15 I x ' BC3k s o NAILED\CTIA 0.151'5x3'COMMON 5MOOTh OP,DEFORMED 5HANK NA AT G'C7.C" ( ) `< "C�:t'." 23/3211 APA ALONG PANEL.EDGES WHICH.ALIGN WITH ROOFTRU55E5 AND 12"O.C. ALONG .f'T 0W br'nA1 'AT PANEL (TSE"N�L�1` ; } s � r� < .;�;=17�",��t�:'(�2"I�1��L("(�a��iM�I©iii'. :. �16�°� t 325 Bay Avenue, East Marion, NY a RATED 058 INTERMEDIATE SUPPORTS.INSTALL CLCPS.AT PANEL EC3GE5r STAPLES ARE NOT 700 �130ITTOM IEt95 ALLOWED. h W NOTES: I. 1=LOQR FRAMING REQUIRE5 SOLO FLOCKING AT ALL PANEL EDGE'5 OF FLC R 5HEATHINiG % I R 02 0 - Project N Rbt?F`FAS`fENIhGCHEDUL: g 2'n 115E ONLY A01nIVE 5 CONFORMING TO APA 5P60FICATION AI`"I OR A5TM T33498. �';o s � • "i - 1 ACCORDANCE WITh MANLFACTLII�.ER'5 RECOMMENDATION5. ONNEC T104 ' :'FA5Tf_NER,, * �11ANTITY,PE� " a APPLY 1N ACCC}P, 3 z I (N II 1ZE AND .PC351T1.C7N AC'61!K,' I '1v11N:t�OIAAL LENGTC1 iN.fktHb x Seal/Signature: W 5• THIS TABLE 6 5A5ED UPON THE ArA PI COMME1NDATION5 FOR STURD-1-FLOOR AND , s �. *CC)NNECTION.', ". ,• <; , W SHEATHING ATTACHMENT. • FG12ILLUSTRATIVE'tu .Q5E5) IIN:NOMI'NALRAiL'bIA. IN INCHES .CEILING•1C�CST ' � = •'�..». `� �� 1r2�'3t0,,1`02"�1i4t1."(IGdCrC7MMOt�};,, . 3I81R.MIN."QOM , TO PLATE , "sr.C:13.1"-NAIL 3 t_UCENTER CIF'PLY:BRA: t ." .. .. _ CES E LINE OF PLY BRIE E 8S It B"�I c�,z12cJ"NAILS� •" . r_ I __. . I_. _ _ _I �. _ _. _. I IVOTE..SPACE'PAN<rL EI3GE�.'1/8 INCH..REFUG=E SPACING i3CTTW1rEN L1NE5 "-' I ! .�._ _. _C �. I. �. _. Of NAIL5'A5 NE'C'E55ARYTO MAINTAIN A MINIMUM 0P° 1Z(NCH FROM w I I..�... -.. �.. .„.._ .. 1 .�.. - %_ _ 71 PERIMI:TtR PLYWOOD PANEL r0GE3 TO}MINIMIZE I'IrY OOD PANEL TEAR OUT„ ° ~ 11 I I BLOC&ING AS ° ~ IT I` I 1 , RIE=l SEE t _ _. ._ IL _ _ _ __ 1._ SCHEDULE 4' 0,.C, NAILIN fOR 6�t`�Ut>TURAL" Z E _. #I I -.,_. _ I NA UALL ANL '� fiL awIF L `TT # UA _ . (SEE SCHEDULE), Date: Scale: � ? STAGGER' LAPS' A5 5HOWN _ _ _ AS NOTED ` Drawing Title: STRUCTURAL SPECIFICATIONS T co 'TT 0 � I T N INTERMEDIATE NAILING Drawing No.: N ( Eh SCFIEDULE) f{ : : . FLOOD. P.00f 5H AT IN ATTACHMENT DETAIL k NOTES •. - ;� < . .• ' ° " F" . r' '4'' ii r# #" t _ , .. s: , II- - � ., r' •', s� ` ` .. : £ F" .. F: - , , a>,.l ✓tom"'£ Ir " , p , . , > f• , .. . , .,. .. f. _� ., }, $; b> f. y8: , ., i . , 3: , k' 8 5' .. i' 1, .< °'; CC.3� CC?f 1 bb . .� DRAWING ISSUE NO. DATE ISSUED FOR 05/03/2022 SUFFOLK COUNTY REVIEW 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 g , 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 I •,� , Iq 1 � -," <. —�-•.,«.„gip°=�xy--"""--.-e.-.... ,aS+*>.a- w exp'. •-.�a.a..--d ....,: ... , ., . I " I f F0i, . i 1 W W LLI TI 16 fL`w(�la'ij tl ',� F_ THIS APPLICATION IS APPROVED ONLY FOR WORK 3 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL § '•. I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. w I I 3 ;< IE P•, :.£ Consultants: .o I f D J Lq sd> a Y Z I I xa ., ,. ¢ : .. ,� , < .. ,. +r c°`¢•°< _• Cy< < f' „ p' x' ;zp<€} �'.<i.�_ >eQ a�.ak � �I i� $i � � i• 9 n• Ar E .-- ,n L. ,4, 9 , 4 -. i , Q .....,. .-... �. -..,- ............, �..... ..�,..-.. ...,.. ,,.... ._.. .. .�..,� ••,...., r. ,.- ,o >... >.... ...-e,. w...-.—.- w- .-, ,-.—..,-x..,:.T,r« g ,. £<,xD<ra.<x.z•t��M'•x <<., �. .< .- 3 W zLU 359�-7t 119" kkC Architect of Record: z z ISAAC - RAE 0 11575 Main Bayview Road z Southold, NY 11971 ° U. EASEMENT UNDERPINNING PLAN Z SCALE.: I/4" = I� 0"" ` Contact; Isaac Clay Coffey 3 NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com U V Z k t W y . Project: RXI5T. CQN0=5TR1P i FOOTING EAST MARION } P 325 Bay Avenue, East Marion, NY s s<'. GENERAL UNDERPINNING NOTES: .yI�TING FOUNDAMON UVALL I7NL 9 I✓'I.NN1N0' C } NC �°' Project No.: 4 W I. HE N T HA WIRH A � At T P i F t. ;- . ' . f t IR-02 T Cfl TRAC LL OMPLY LL R V N ROVIS ON5 O THE NYC:13UILDING CODE: a ALLFOUNDATIONSNC7 ARTHWRGR RJP TIONS H PEF:F P D ACCORDANCE 3T/aRTINI�-,� ���M Tom+ �' <•��r'� � �`' � � .' � ;,"�r�n £ A K ERA ALL BE O ME IN CCORDA CRS MTH THE REQUIREMENTS QP THE NYC.BUILDING CODE.ALL �, �, N. � I1 �;� NLY, 16 ITS � WIDE MAXIMUM'"�IM�I`1 s � Seal/Signature: fi W LOTS, BUILfi7INC�Ei AND S RVIC�At YJIRvir THE FOUNDATION ANf EARTHWORK AR's -SHALL 3 PROTECTED QT C7E C�Ah(R PROPERLYSt SUPPORTED,D. ,H % 3 'iI O II ., 1.: 'IT„ i T $ a", I DC7; .N., L O ,'JfI���. �',�GI;,`VOI05"�3fffW EEN HEM M;;�I~IC: ,501L W . ALL TEST PIT5,BORING5, EXCAVATIO!WORK AND UNDERPINNING OPERATIONS ARE SUBJECT TO CONTROLLED IN5PECTION5 r Ir -. ..... ' .. it - L�AVE'.A I1�,INlM`U.M"O� �"I -0 :OI��ISTIN��OIL`�ETt�E�N��'IT�• , .4,. THE OWNER SHALL RETAIN A LICEN5D 5UR.VEYOK TO SURVEY ALL.LOAD FEARING WALLS, PIEPS AND COLUMNS TO 5E UNDERPINNED (L)N[f$5 � � � 2 �� .. IAN;�C3TTOM OF EX.1ING :AAI ,, ND ICOMACT"UITUIIaIL-ATC'ITOlv1 OI :f�IT WITH TAVIP {AI�PLICABLE < o Ct�NTRACTUALLY DENNED OTR-JERWI5t).THE SURVEYOR SHALL CHECK,THE DATUM Of 50CR1.5TRUCTURAL ELEMENTS EVfRYTWO WE WKx5 FOR THE � � �' � � "T10135% E DURATION Of Tr�IT WaRK. �, 'TO t OIL;ONLY � COIv1I'€ C`1013 % F IMAXI�MU,, `DEN51TY,'0 ,50IL x.055: °GROUND HOULD E KEPT TO A. Y 5. THERE SHALL BE A PRE-CON5TRUCT(ON MEETING WITH TETE OWNER,, ARCHITECT, 'ENGINEER t�F R CC>R�L1, GENERAL C ONTRACTOR ANIS FOUNDATION � � � � �° � � � 4'` � ItillNlIVIUM 8Y DAA .�ILUN�� ����NI� �K�Pi ARDS, EIDE AND �NH�l� I'O��I�I. :VVI'Ih C�ROL1T PUI1(IPED..1NTO, OII�5. v6- t NTi A ICI R WORK COMMENCING, „ .`' THE ONS MC�"09 SHALL JN5`I"&L ADEOLIA`' LST IAL 13RAd�O, `i���aT Ivy � T{ :P�V�NT `�1��/L�vi�N1' I�{THE ftl�aTINC�' N G. ALL ADJACENT PRc1OPERTIE5, INCLUDING BUT NOT LIMITED TO EXTERI�?R WALLS AND FOOTIRNG5 ARE TO BE OBSERVED BY THE fNGINEER°QRM RRECOPQ ANIS A` :� _ C ': D' �, - � :� �y�r(� �`�{t €y ��THE t��i�"� }���f f � �t J� g � � ' ,, `• .-° kf, ..�.✓Itr.0 ✓'� I V��X.ANDkI{�'F,' HEMW'A-+hV'W°"' RMN`'MlNt.`i���, 19ECE550,Y1 ENGINEER RE5PONSIBLE FOP,THE CONTROLLED INSPECTIONS PRIOR TO WORK COMMENCING. � � ni°' ' t £:` A; ONCE YCAVATION •XPTH I�EACNEJ �C)TTOM C?E'`SEGIVIEI� I' CUR Eta C GR � E I' �.>. 7• THE C;ONTRACTOR�SHALL REQUEST P!^.RM155IC}N T{�ENTER,BUILt�RNGS DIRECTLY ADJACENT TO THE AREAS OF PROPOSED lJNC3ERR'INNIR�IC�. ,�`�" ' €- ' E �6 ' ,� C} � �? .,- '-t3" .. �'-t3" _� .' _ ;�'� _ _ .,3-0"; . r ` �, °' ., ' -- T y�^�'y �j A «! N C)I� ET IfNC� I� INN N0 I=C)I�TEGMEN ' ° 5. NO FOUNDATION OR EARTHWORK PE9MIT 5HALL BE 155UED UNTIL AT LEA5T FIVE DAYS AFTER A WRITTEN NOTRCE OP THS t'ERMIT AR'R'LICA,TRON t1AR� BEEN i A I `. WAIT UNTIL �ON�l�T�}ATEA{N5,5bo/a Or,:VE51GN 5Tf N TI-I FC1��°�4�1CVING �!N:��3°:,�I11��I�:PII�NiN ��11r"I NT, £. = PRC?VIDER7 BY THE APPLICANT TC?TI E 3WNERZ C}P ALL ACtJt?RNR�iG I C?T5 R3U11 pING5 AND SEf�V1C,E.FACiLITi� WHOM MAYBE AFFECTED 6Y`THE 9' oF' ;RIN:R N PJTS r ="A k, T 1I -°. -3C a A , `, ffi �PROP05ED FOUNDATION WORK CSR EARTHWORK OPER�ATION5. o P ATf T ' I~ P,'�U' at INNCNG'5EGME'NT5 .A2 .THRU ` 4 �l, AIT�.UNTIL! 4 N TAI o� 1 P a 9, THE UNDERPINNING PpUNDATION5 5f1ALL 5 AR ON SUBGRADE HAVING A BEARING CAPACITY EQUAL TO OR GREATER,THAN THE'5UBGR�AbE OF Ttit ,. �; � � :•�. 3-, " IWOC tIOVING•�ON `fC�.UNbEI�I�INNIN�SEGMENTS �I T�1t�U"'134"' , z EY15TING FOUNDATION,THE 5UBGRA)E AT THE LEVEL OF THE EXISTING fOUNDATION SHALL BE IN5PECT'ED BY A UCEN5ED PROFE55IONAL rNGINEER � ' i} - ; � il,i � • n"MAXIMUM `.__ ; t..... . R B E D s. G:: 3R EGMfNT5 13 I T U !ONLY., ,DIG. PIS".4�t •SIA IMUM WIDTH' 'ITIS REQUIRE I iE T�N�'ANC? �f� ING. RETAINED Y THE OWNER(UNLE55 CONTRACTUALLY GERMED OTHERWISE)TO VM, FY THE BEARING CAPACfTY AND DEFICJ.ENCRE5 BROUGHT TO TETE `I~C I GM NTS• °i "1 # 13i° 4"eI f-AT CONCRUI.NG,fi LEANIN � �Nt�,�t�Mf��GTI�N A , ,"D IN IVt���"2� � - s o ATTENTION OF THE VZINEI R,Of R�ECOKD> ADM N N l f�� �L�t�AT ON k ' W 10. DO NOT TRAN5FR_R.T HE BUILDING LW ONTO NEW UNDERPINNING WALL5 UNTIL ALL WALLS HAVE ATTAINED 50OP"ThE CONCRETE DE5fGN STRENGTH, �. ANCA �. a A5 CONFIRMED 15Y THE CYLIN ERTEST5,OR 99 HOUR fok 5t WNt RC;'I41)1 PIT 41 ":�1�{1 Wum Wlbr,f°�T. PMUIRED� I""l �.T7N`G ANI .5RAd`� A5 JND1 AT�'�! ON °I R:, LSO NOT RACE BACKFILL AGAINST'NW UNDERPINNING WALL5 UNTIL CONFIWED BY THE CYLINDER TEST, OR DG HOURS. v w D%r_T�l1.. x .5M �>=I L A'�? �C1�� R 2.• ALL CONCRETE SHALL 13E NORMAL.W,E10 T CONCRETE WITH A MINIMUM LIL.T`RMATE COMPRE5 51VE 5fUNGTH Or 4,OW P51 AT, S QAY5. u' n, ' ° � ° ' Date: Scale: a I"O SEGMENT, `.REPEATCONCI i1NG t- LEANING §°AN0CDWACTION�A C�,EL k1b IN:NO�' 5' �; .AW`•�,>. It, f B ALL GROUT 5HALL BE N0145HRINK WITH A MINIMUM COMPU55IVE STRENGTH QF 5 OOO PSI, �: AS NOTED IO. " �� UNI �F'INNIIifC R °MATEI IAL,`` ON RA 'I" ;1 . NALL'TAKE'�'I E'GAuT1ON5 ,0�A5 NOT.TO �&—Uf��KdCK 0- 14, ALL DFWACK 5HALS.I3E A MIXTURE OF I 'PART CEMENTAND PART5 LAMP SAND,WITH 0-INCH SLUMP. R. Drawing Title: N 15, A1�UNDERPINNING SHEETING AND 13PACING C T°C�REMAIN 5HALL BE PR�SUR E TREATED LUMBERS AN010F OTHER APPROVED MATERIAL, NCEI ,AC3,IONIIi �CTI ON ( "IAMAG 'CCNiIS .AI: AIY, ' III STRUCTURAL DETAILS r R'G, EXCAVATION BELOW THE WATER TABLE SHOULD BE AVOIDED, IF PO551BLEa. DEWATER THE SITE PRIOR TO EXCAVATION.EXCAVATION MAY ONLY ' y gy 4 co co FROCEED AFT"ER�.REVIEW BY111E ENGINEER Of gCOR.D. o 17. IF WATER ISENODUNTERED IN THE PIT, PROVIDE LOCAL PUMPING TO REMOVE WATER FROM THE REIT:. '- r6,C\I ALL SIDES OR 5LOPE5 OF °CAVATION5 09 MBANKMENTS 5HALL B INSPECTED AFTER RAINSTORMS- PR�C7OVE 2XG KEY, ALfRNATE,FR6h i 97' CENTERED0N•EACH PIN R3AR 5 4,2 OZ Drawing No.: N 19". THE UNDERPINNING SHALL BE CC?R�RSTRUCI`Et�IN A MANNER SUCK THAT THE RXR"'C)5ED FACE C)P THE COR�RCRR�1"Iw 15 VERTICAL.(OR.AS CiTNER�INISE VERT. cel �€ r 12-EMDED IN UEU OF KEY' ! CU 'SPECIFIED), CLEAN AND NEAT. ° < 4. UNDERPINNING PIERS SHALL NOT BE, -FT'OPEN OVERNIGHT, UNLE55 PREVIOU5LY APPROVED BY TH15 OFFICE. `V UNDERPINNING PLANo 0 2 nk :., , ,v. 1 tt NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 3 4 t'-4 1120 • �*'T`"yiR • f .:Vp'. ^ „ .Lela" ... ±L,i'._ 'Il ° " , . ... *..., : ., fl 1 =1: 1124' 1124 � 7 - f r 8 12 � �. . .. . .r e ` .< y,'. , ,' ?'~ THIS APPLICATION IS APPROVED ONLY FOR WORK " ^,• . „ . +� 7 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL u ,; , ,, . ". , -, _•t" .. -• • • � OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR m TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. »a«302 cqa `:t - \ F <«+++x .aww w....,, acre. «.v...• n .«w.. n,<. ,..x..., ,r•>w ..,� a.—... .ww, ,n.eM �................ ,.i.«..a.<—.:::.aw,~.v_w.-,...r.,w...:+A,-nn.+x p«aw s.+.r-<;;k:..x®' e. T*�r,.a.,. �, , �.,+...,,,...... 'T<,,.,... ara...r... ..r:«..:^.,M..,rw.tw.Yw::.`rwwr "+:w:o°Y�.w:,r"'i'.•1`. _•. \• ,. .. I Consultants: , f , i, W it l Surveyor: r: s t� Ken W ochuk bI� AiNANGI� Y i C P.O. Box 153 Aquebogue, NY 11931 _.._. ,....,.. � ..._... _,... ..�F � , NEW k.L7� i ln�'`,•'�, ;< I� ...,... f a Structural Eng CONC. FILTER ineer:� •` Alex Spyrou £AES Engineering I > 1 - �. ,<. � � � ,. • I ,. -• '� �,: - -x 630 Fifth Avenue, Suite 2000 I TCJ - I j :. �- �' New York, New York I u -J . £Q. l '" HER's Rater: I I . � I� ; a � Y Tom Baccarella J 40 CONCRETE LA13 T.q: Xi T.5LA5 NY Building Te c hnology Group v , . �,r 159 Route 25A U1CGAVAT Building 1, Suite B.4x . — l I Miller Place, NY 11764 5AWGUT ANb iri�ciw�5T. ap 5tA8 T{ ALLOW I.N aTALLATIQN r , ,� I T.D. 1-A Or NEW COWMN AND FOOTING F I i fttV. 9'-0" � i F ' _ , T.G.J. t;UT:ADROVE EXi5T. � AND _ � � « FOU.NDAVON WALL TO CREATE �� ��' I [ lE4�V t)PI~N(Nt T{ BA MINT x:942" 1, ( L' :� } :, j PE'NI G T 5 ARCH. I ,. 3 ' f{{ Architect of Record: 1 I 1 A �4 11, I' t I NEW I2" Igo I i :, b ° �r ISAAC — RAE iouG.Pii ASTER + } =1 I � I ► 430 Main Street I j Ia 2nd floor Greenport NY 11944 Contact; Isaac ac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com y@ I WFC F Project: , { "x '�::,�\•,,i k'•.'`eY �e a ,k<°,. + Q dA c m a + > + - -� -� - EAST MARION 325 Bay Avenue, East Marion, NY Project No.: I R-02 Seal/Signature: f t A ""SEMENT ONcTONPLA ' /� $ ,GALE° 1/4R _ I' 0" �. a, «r^a'..�« SPREAD i OOTtIVl7 I SCHEDULE t PI'LAN Nbft'5 `" ` t Ui 1 A= I9 ��Nt ACHED MAK 512E (L.ENGTH x WIDTH x DEPTH) RfINFOPClNG KEMAKK5 =1, T0l`,0r CC 9CRJ rE!5LA5 MATION A�--' OT O; �)t��C�I�IA�`�'i✓uJ � _ � .. s , �RKa ':SIX;{tl!�"fl�tH � `iN�° ft�t✓C)��f�� �.° ` ��f�IAR < 'ARQ 1 ITECTUI�AI., #5 BAIL " £ .C. EA. 3 �. .. Date: Scale: a" �" 1+t1AY C7f lrsar pElf "C�Lu��l '"UP" l"ROM TKI LEVEL WPI . . � E f )" Al a" CONT., wit ?ph,/t T 'g ,TiE j 2 ,t7:C.,Tf P 'I { TTC�IvI. AS NOTED AR5 n Title: c' w" STRUCTURAL FOUNDATION PLAN , F 7 — co -(5)*G� �CCa . Drawing G TIES l "taC>, . . . .... .�... , .cs N _ Drawing o N .. , n N .. 0 a w N O) ,, .< ,.,. ,. ... w u<, •.., < .. ,s. .,+;<.*,.¢s r,'+Fi�> .�,W.0 i..{.`.N:: o ¢, ,.. N.., x•v*a°R.'4...a,,,, > ,n -. - r < ° . i NOTES DRAWING ISSUEa NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval : 2 I; 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION f . , • • 1 f tzz 2 3 4 8 b 9 , 10 12 E « �, A ri 'a. '- • , _. >° THIS APPLICATION IS APPROVED ONLY C FOR WORK t , . , _ .• .< .•. .. ..: .- ..-' ' ' INDICATED ON HE APPLICATION SPECIFICATION SHEET. ALL .. 7 7, „' "* » • „"„-, OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN , a ACCORDANCE WITH APPLICABLE CODES. e 4 ""'”" _— —__ . ...._, is �, .,aw. •- ,�W r. •� -�iiJVG r° = '�:. e'S i r d a a I # 1 a I. hi x' x ! , . s > , w f W. ` - > Consultants. , - r ar w< < x t r , { Surveyor: , T.O. r: 1 1 5 - ( I Q „/� - r� Ken chuk > Y r y � > a a a , { „ 5-3p3 ` '7 •....—.+++o.r.' .r,. .w.N•, '. —..' �..' � . ” _`��. � { --== : # P.O. Box 153 „ > Aquebogue, NY 11931 r I - .. -- _ --jp�III{tl--_-__#IIiIiIC It---—, ,_ (1-,_e.__-_-,., -__—_E1,,. _-- -i,1'�f>tIwc!1{ _ _ ��,sI1jIt1 _, f�,tIt(t1 .. d1�+is1 _—_a��I1, E' �i�'I ____�.1,i�111II 4rdi,i1_"�_ 11aIII�CI _-��q�ii11I1I�—_. d1irifIIII.. tart3t"3,'1�x��i1iSj"C!S �ri,1�t,,t1 _•��1I1sIr_—. .r �t11li'<,.,_. 'y{j,1II - t ,ii,lLI p ,_..c. ' iCfl. �,.._�.`.�..::,M_v�.�u,.•:/.',''.P...>...-,...,......t.,_......,.,_:a.°.'.'.-,,.,...'":r��.'1,��It4e '. x4•, ,,+'ff 1,751xa � V .°' qw,'... P"g�FP�jam8°}"L%ja@•Oi';a 0 4 i° ria .�' , j a,r S truc t ura l E n g in e e r: Alex S yrou X87 4V r AES Engineering 630 Fifth Avenue, S u i t e 20 0 0 1 Aw4NCRIM SLAB� New York, New YorkmlWx.� 417SJl fEx6t, 7ON) .�1R� � 3d - 5ia. HER's Rater:Tom Baccarella 1 , t NY Building Technology Group LEV 159 Route 25A Building 1 , Suite B5-303 VICx Miller Place, NY 117645-332 i C5 C1 0 CONCRETE OVE� �rTAL , DEM HE PLANOT�, 1 Architect of Record 4 ! 5-303 1—U ISAAC R A E :u- 4: X4x• 2nd floor 430 Street Greenport NY 11944 4- __A Contact Isaac Clay Coffey R.A. NYS LIC#039767' T. 347-276-6093 E. clay@isaac-rae.c om Project: CONCRETE LLTt 1EL FAN TAIR EAST MARION 325 Bay Avenue, East Marion, NY Project No.: -02 Seal/Signature:3l8" FIRST F"nORTRAMING -PLAN SCALE: 1/4" — f 1k '"N NOTES: I=, 5HEATHINC !3C' h- OL 5HT. C-002 fbk WA'L *FI.COC N�ATHING Z., 'PECK AT ENTRE :LANDING TO,8E-CONCRETE"OV R, I' :I12-`X,2C Gk METAL PEC K5, TOTAL DECK THICKNE55 Date: scale: AS NOTED Drawing Title: STRUCTURAL PLAN coNDrawing No.: ON I r- 11 d7 s : >.,. .,,<.,.. : , . .. > , . . >sem,,,. . ,<.,,M, ,. . . : . .» e.. "• »«.,,>=w- a ,< Y °r . . ..,,a•nwo.aax.n,c.,s•.m.r,,.,avY,vY•..••, •• 3' I NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION �..,,.,r,. .. Gh � ° ,. r , ..,, e< < 5: - Y> ..,.°•1 Cl'�Q11 .., bpA €3 4' eF !R tB ,9 4: 4° €° t4 !z E .. 2 4 q , E. tSW1IIV1 fi , i r ° �srrsw. ' � �. ,,, ' io w T i 5-3034 11, :A 1• T`E ,� $ : . 12 -314'' k ` ` R THIS APPLICATION L R WORK y3t a INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL It )•1. )(.I•# LVLOTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR i I I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I E I t t t I l t t .••_ ....: ... I t i° ACCORDANCE WITH APPLICABLE CODES. Il t€ l : >•.£ _ � €� < .< .,_Y••. ., aa. ,� • .�.� am a , r E E I E s s , .. , 4 i __.. �—,_°�t„�t,it{ tttCtE it ([E{(EEtit t ttir t ►EttPti€t{E Etitf tt€{EE itttr ttE€Et it€{t€t tt E�E ttltt tt€iEi EEI�€3t tt1i Et. tt,ii1 Ei ElE!E I{k!EitiE!t'ttt!I t�tt€tIt E t E'�€ .�.�iEE°tE tE ERt,it �.ttti€I Et i1!E t�itIEi ttit t?€'' �..,�'tr�tti�i�t E{rtt..._".�.�tISt E€,E!Ii,t� '�€EIi Et i,!{,t, Et€E.•ti iEE1tE i€ti �!',a tI ti14! ` ,.>i?t,t{i€i..: .;'Ei,E!,tEtiE€,.. �•,t�i►1EIE€EE > ;E��tt ti.' 5 E:;2`.ij€ij tI tip.�t ° .-_:��.t=..,'.,+��,:,��-.��.",T�l�a�,��~-.•,yIwV-wI.,,. `r.k.�:_•.a'4..."<':,•-�y�'?>.<_..,.�_[��:t..I;,,q»,'•«/.^. �;(E,S" �•�`a�§ ,— ° Consultants: b � « ... .... Surveyor ° �5a ivKen W o : chu k P.O. Bx153 Aquebogue, Structural En g ln e e r: I ! t Alex Spyrou: AES Engineering t t t , 630 Fifth Avenue, Suite uit e 2000 New York, New York.................... HER's Rater: Tom Baccarella 04NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764 t 4- :15, (,675,LVL x ;b Architect of Record: I f J i ISAAC S A E 430 Main Streetsw 2nd floor M(N•,12)2xG OSGreenport NY 11944 0€A. MUIIION Contact; Isaac Clay Coffey R.A. .—. Gt.R> - "" rt �' • ' ,iY� { �02 p NYS L IC # 03 976 7 T. 347-276-6093 E. c l ay@isa ac-ra e.com V-0, Project:EAST MARION 325 Bay Avenue, East Marion, NY Project No.: I R-02 Seal/Signature: =SECOND FLOOk" .47RAMINGPLAN PAN NO1 tlN CDu �"' , , UL EIATHING' 1=01 EAlJtK'g1`, 5IZ 5 5 E5CHRULE 5 T9 b NO1 5 XTERIOR B ANG BALL ELOV M � N4.* OTE5 INTERfOR FEARING WAILBELOW . 5, 'SW rNOTE5 SAkWAB LOW.- 5th G{ CR FATHING ANATTAG� MNT OUI� NTS,;G: �O�� �AO� Date: Scale:OENOTE5 5r5ON NDI� NOtl)-DOW - 5'EARWALL TS AS NOTED U.O,NONFLAN, Drawing Title: aSTRUCTURALPLAN co Drawing No.: NNON , t + NsoG7 — — NOTES DRAWING ISSUE NO. DATE ISSUED FOR = 1 04/27/2021 SD Floor Plan Approval 2 €' 3 { 4 { 5 6 g 7 P 8 9 10 11 ; 12 DRAWING REVISIONS NO. DATE REVISION 1 r a a c s > r a 2 5 47 q 7 8 9 d 10 >y SWI -.o fit SWI _ . '-swi 12 THIS APPLICATION IS APPROVED ONLY FOR WORK ?' F INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR € € t i # s i i t { € { { I 7 1 `. i } �,_••._ s i TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. TGA , {, tl Consultants: HIP'RAFT�I € _ # d ! t E E d E # #. # # 1 , € , ti► p { Surveyor: r i )` t 1' ��• IN.. 2xf9e6EL.OW N r # A, aSULtIol , . '. Ken Wyochuk P.O. Box 153 d i d i i I @ F , , �. Aquebogue, NY 11931 I • Structural Engineer: € l I "-v— _m-.. --�{dIr€ �#i€iIFEE #dIIiI{iEiI€ #€i#ifi #}Ii€@EpId �{#{1#1€• €Ii{�€tId€ €,td}I€# ' EI€�I€d4Epti€ "�#i�{{€€i@ {#ti{I{ �{i€` �#I#tI{Ii d�ii�1@ t€{Ed �!#ti '` 'y'i iT#[II �. {{! id{{Ii€. #{#f1td' . �idI1#dE `l{i{#({I '1,;{{#IEd€ `=1#E{I#r{. a@;PpdI#I,,Ii I#{iIk #1Id�dtIE , , :t►t�r�apo' :� �, {{ sr�..a_ #g:.,«. �.a, ,... �@€,... ,}.....,. 3-.�I_d;. ,uo=r-.,"', "S{I� z�;a,, ' r�d�$3@E . ff $ .•.a-;..�ip;a`l`�; Alex S pyr OUi i ,U5-304 AES Engineering 630 Fifth Avenue , Su , te 2000 @ 10Z AN New York New York HER'S Rater: SW2 Tom Baccarella NY Building Technology Group p 159 Route 25A Building 1, Suite B J Miller Place, NY 117642i ' oT up To RIDGE E t E } € # 1. Architect of Record: Ab(2 '2MGI5vISAAC RA E tA. MULLION 7 430 Main Street 2nd floor TT R Greenport NY 11944 sWI Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.c om Project: EAST MARION { ;R „en„.. .•.. , f' a-as °` °-.,",• ", 325 B ay A v enue, East Marion, NY 10 Project No.: IR-02 Seal/Signature: SECOND FLOOR CE L �O 'FR MING PLAN, 5CALE: 1 /4# I 1-4f LAN NTE5' a ATHING SCHEDULE 11T, G-002 fbFVALL4 FLOOR 511FAT 'IN 5th, C- 2 2 FNdTS &tRR btAR(NG wALL 6ELbw 4. DENOTE5 I�RIC ,55RING WP BELOW SW EA5. b0A113EbV :ft HtARWLL: Caaui tit. G-002FCR-SHEATHING AN1) ATTACHMENT REQUIRfMT5. Date: Scale: AS NOTED G, DiAbt�`5`1'K ,�bN HD56FLOOD TO ELOMHOLD-DOWN Drawing Title: " STRUCTURAL PLAN co Drawing No.: oN 17", , I: £ { { .. .. „ a , ., £`, •. ., .. 2, :3 " ('3 °� ° @` # , `s' d' €: ?. °€; .. ,. F, ii P. px as 1: , $ ,< ss � s a E: ,: 8j p. r ., y, t, S .. , .. .. .. ,. .. .. . na`+". . ... .b' rbi4', .. ,. ..+ ,4i•x ':!„« .. -,:b»d:• uF.«obld..to- .. ...i.,:,, • z' mom NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION i 2 3 x d f .. rr ,R ,.. .. _ ,..._,.....,_..........,..,... 4 4[ E 7 - 3 9 < € u'. 10 12 L " THIS APPLICATION IS APPROVED ONLY FOR WORK `1" INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL M. I I # I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,0 �'~ I - ,•" ,. «� { —, " " — ' m� a i # " » �.. .; TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. i ° ,�". � :•"w•+!..w.-.� � � •$ ..n,,..,�..,...,.. � , qp �� � �` " d''� �! .& yw.�,y. t i ( ...... _ .._.,Rw- v»"-♦ "..j I .w..+.Y E ... ! "£` �. ;y�'yrx Ir#, 'X, tr j �xw. � R,{ \! .Z Consultants: I •_- _ G ` ..y `' " !. ` ° _ Surveyor: Ken Wyochuk 71 P.O. Box 153 Aquebogue, NY 11931 i .... i I i Structural Engineer: a I r3 ° . . Alex S rou , , y , .� I � � $ _�E' .l ��-..!�++�w�^�w .....siY•wrrrrr ».. AES Engineering 630 Fifth Avenue,° ue Suite 2000 m s" _ New York, New or Y N -� ="` �" � _R York T a:i .PITCH x.5.1 PITCH ' civ x t I R,s �� HE Rater: � Tom Baccarella I� �- F NY Building Technology Group , gY P i I . _ . t �: 159 Route 25A i -305 Building 1, Suite B = j � � � E �` ".,�..:= -• ��. �:.. � ,�� ; Miller Place, NY 11764 45 _ !=—: j Architect of Record: AU I I I R _..._.♦f t4'd j' t " , .,AF, ° », ' �k n g i 5, 11 7 a ISAAC — RAE M �ibI -,- 430 Main Street 2nd floor Al ___. ...__ J =i__._ ._ ._ _ d T Greenport NY 11944 I . i ..,._ ._.._ __•_. _-_ -'`" ."._..<— v....- r� .... .. .R+. ..-=...=- a-P-1...-,. „-... 4-. ..._u..s...> .-_. --«. .mv.... -.-_ _ �...... __.... .......- ._..... _...._. ....__ ._, v y �' f A -- '! _ `# '" I Contact; Isaac Clay Coffey R.A. NYS LIC#039767 M T. 347-276-6093 E. clay@isaac-rae.com „ Project: gx a EAST MARION X # 1 - �° 325 Bay Avenue, East Marion, NY § Project No.: I R-02 Seal/Signature: 'A"MING' ' P' W, RO­ F '� FRAO ' LA SCALE. .1.1411... t!'-0'1 11..11 6 PLAN�NOTE5: ; 1 .- E :51T1iNhDU� 1 �002RRCt �NATttNG 2,_ 5E,� 0\cHlT �° ML FOR GOOFING MAT RIAl a£ Date: Scale: , i AS NOTED _. ._... Drawing Title: STRUCTURAL PLAN ; M O T N Drawing No.: O N N O s , .. a• . .,* r e, zr�' m,.r«,K m.«r x:w, ,�... ,.aw>r e- �'- r^& ".. „� .- ., ,_ .,, ,.. ..,.: ., ,<. k .a xY... .< .-♦ .. s..,-< ..<,r,a «,.<, a' e..,rre .�-'�«.cw-'..., .'+«w-ark.s,..,ryn,w <. .«.« -+,m„,..,m_<v,..'eu w�.Fa.xkea",<..,�«.. ..x.,r., ,< -+. ,.w,,, ,' ..-.. «.,.�.:„s'a-,.ev+.,r, ..rte' ..,:s 1.. ,, d•,s.a,.a*,•. „r.�6+''.°e-:.<<«.<:. .,, ,,.t a � .� I NOTES N $ ,•.. , >',. a v' w t-� G SV .....vi 3°sa, h 4 sa;., ' , , •. f >. .£ <. .. }. ;r €: a , .. .. i „ ii €! iP e` t 1' a: .> !i S <t 4; as ,• , €: ,` e= �: is ng ' ,. .` p- '"s ., sX �< £< € ., s s' g: , ?' <, {£• .. .. , ° < „ ? '!� ... ,. a ¢ , .. .., .. ° < < " f e <a , {' ` 7+ �< �� za s' €( ..l 4p � .. ' < s i, .. 3 r €' 8' og es � a ' e.� .,} ° €' < f° , 3 8� .�b' 3 < � . , s a d. a <a 4 � C &• p ?; r, s° s tr ;x tt , . ;; , gt , . i. €x , : DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 4` 5 ` 6 7 - 3 q,; 9 10 exN ; +» 12 AIR HANDLER > >. E$> THIS APPLICATION IS APPROVED ONLY FOR WORK LOCATION s+.k` INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ` TO BE CONSIDERED AS EITHER BEING APPROVED OR IN k `-( "TOP Off PLATE. ACCORDANCE WITH APPLICABLE CODES. - s > �-fi�'�t�u , > < _ Consultants: g Surveyor: = Ken Wyochuk I I s P.O. Box 153 Aquebogue, NY 11931 , +IIS"U!T,0_20 _. _ .,.,, „ .., ._ .. _ 1 f; A .f r` Structural Engineer: { ,r _ w > Engineering Spyrou 71 AES En ineerin `€; 630 Fifth Avenue, Suite 2000 New York, New York HER'S Rater: s Tom Baccarella NY Building Technology Group —�- 159 Route 25A Building 1, Suite B Miller Place, NY 11764 -01-0'T tin 15T rLR. � 5 e x. _ x z m ° , , r° Architect fRecord: GgADE e,.. .. .«..w.w..,..., ... <«............ .. ...........>. .av�a<,.. .. ,._............. ., ..,.. .........aa. .. .,.-...> .«�,....< ._ -.-....,,s> � f # ¢ y13> � �, 5 "'"�'^ , RADE„ " ISAAC n r\\.'' * ✓w .`�` {\'\ �\ R ° a 8 „>. °' :.� r e F.� A C R A �� t =. a • :i §< E 430 Main Street 2nd floor Ell g i 8 X 8 x Greenport NY 11944 Contact; Isaac Clay Coffey R.A. ` K NYS LIC#039767 V-0ie OI'CC F'SLA x a �� _ �� ., �'• • � - - clay@isaac-rae.com » „ T. 47 2 �.....� � .{ - .. ., _ _ ., ��. 3 76 6093 E. cla is x - , .r , ' aac rae com { { , \ . d' t'� r .,,> { s'''` .✓ < {` a 1 >f f"r .s"<+x r /> ! . �.'.✓'' {' {' { %.+a .,, ., < •.,. `1^ ` .7 • > r a C" v` r A e r.r fi +f I f A a +x ,{ ,r.R'' f' ,{r r y�.r• "� {' , ,^'° �" �,{ r`f. .� .I J'•< %`� .f J° :.� {< °r" � ��.; `i' ,,. `�� \�'.'�..�`..�r.�,, � �'°��'� �°'��.°q`°,.'n ^.''�'\ %°+�..i",,.."•,;�'�o�,�,`'0 '*'� Gf�. .``+.. ``�,. < a � @ s'�w.. ��.. � � �c �,:v'. �'C�``. \ `a ./°vo, r w o; a/ ,'�rC,.�'@, ••'''S `,ai; {" 1'� d" '<,>"." t .. ° '•<`4.r'P,/\,v PO r�r . � t..t� s Y ' .e.. ' � � \ '� '1., Project: X1, :��.�� �f .. ,��•�h ��,� ����� � �� ��: a� °� � . . �� ��: � EAST MARION r 325 Ba Avenue, East Marion, NY A' Y Project No.: R-02 Seal/Signature: 8 � SECTION A-ASEC�"xI01 �-�B � . r..JCAtWi 114" = }lf,t"{ti 14 VV Date: Scale: AS NOTED Drawing Title: 7 T STRUCTURAL SECTION co N Drawing No.: NPr s, ct a ., ,f � ., < f S' ? >, g �" of P° .. !• E: P, P: €F - �� , �. £� .�6 �' .: ,f £" gg 9�e £' �+ <x a, .. g' {.• 3' __ > � t p: x } 1` „ .•g ' .. � x t' tr �as 3r ;r xx I' c. <. ,, .. >sYi`.... w NOTES F , DRAWING ISSUE ; NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval i 2 $ i t 3 4 5 6 ; 7 8 9 _ r s F 10 11 12 kY DRAWING REVISIONS ' NO. DATE REVISION 2 4 =. :. 7 8 9 ; +25'-&RiDGE 10 IRV 12 11 AIR HANDLIM LtCA7tC3N THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN . .. ............... ._ ... ..... _.. .. <......... ..... ..... ACCORDANCE WITH APPLICABLE CODES. i Consultants: 4 Surveyor: k Ken Wyochuk t a P.O. Box 153 Aquebogue, NY 11931 rikk 19-0" ..Q. G.R.VI) M iia' f t` j 'j= .€ .. .. ." UII~EC�CP, _�e. � Structural Engineer: 'a Alex Spyrou �.�.: AES Engineering X 630 Fifth Avenue, Suite 2000 New York, New York g HER'S Rater: F Tom Baccarella 1, NY Building Technology Group ;< e 159 Route 25A a Building 1 , Suite B ; ' Miller Place, NY 11764 +01-00 T'0. 15T f*LR, �• -- Architect of Record: -31-01t GI�'..ADE 3 . .. ♦ ... .......... .- .. .. ».a.« ....... �#:"mb•'A".te+ v ww..v+,:e<w'+.xu. .. �V ..« va ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Cay Coffey R.A. ' Contact' Isaac I NYS LIC#039767 " -91-011 P A5 �l. 0 TC? �� L _ M wt FrF� T. 347-276-6093 E. clay@isaac-rae.com V �d V 'i '.' l' +fEa J" •`a` ./ i"<' J \ F �`: Y4�., f F �..✓ I.°\,.� � .F l�j�/ ,�`"M�F` ',��+^\t`� +•'r. 4` F,+ r �. .C. Project: EAST MARION 325 Bay Avenue, East Marion, NY ` Project No.: R-02 t ` Seal/Signature: ,SECTION ''C C 1/4' 1 ► Via' � S Date: Scale: AS NOTED ' Drawing Title: 00 STRUCTURAL SECTION T M O 3 t T Drawing No.: Q AN . „ ' . €, x ,, ,A . a e.§,fi €' £< ra •fi a • €° .S e g>' $. .< sr r a. : ♦ <` , n, T nl . , .. .. . r , _ a. €� e.: €; a• . t' . , °a i' � i t . =r �: �8 &� :, , r, c �. t i• i .< s ,;�§€ t° {; a'. a € t` �: kb , ., .. f , ., , ., � s _, ., . < s t kz ° r . i._. ' ., .", I I �- ,�, J 4 ,,,.,- � """M 1- -­- � .----,--'--- .---.,i�,.� � � , I - " ----- L...'.7 - NOTES , }. , , ' , f „ t' 0 f: I' 1 a , r' :} q i' (? p x� .. , a x , DRAWING ISSUE ,� - I'll „. `` ,. I ' : , , � p " N0. DATE ISSUED FOR , , a" 1 04/27/2021 SD Floor Plan Approval .R`\ 8"CONCRETE \ 3"C NCRETE I6" �7N 1 E 2 /' FOUNDATION WALL 11:1K '� �i , _. "FOUNDATION WALL, . ., FOUNDATION WALL g ,. > , s `'fr\� , #5 BARS VERT, 1 "O,C; >� ;. '� ,. , BARS VER1. � ,���C ''.' , , ` `' , 4 RIGID INSULATION, SEES I1Glt?IISLtLATItN, 5t<E \ ' . " 3 4ti3f1z j�R INFORMATiQN' 5 �zzz\`. ,, ,, I, I -:-.�� . ., I Z� �, ", t, , ,! I I I rai ' dC?Tr.SHQWN SEI- A4�CIIITECTUP.A'_ , ,` . • ARCHITECTURAL �� , • _ 6 I , � I �, . I I I . I �� I z I , ETAIL- ' #4 I3AI�a 12"O<C: / 13Al 5 I E'C.C. 3` " �-'A�- 11 g Id DAMP PROQFIN / DAMP PROOFING ;� ,� �, w8C?# PER ARCH ITECTURAL " A PER ARCHITECTURAL y � . '' {IT:' 1 tN ,, 11 -,,, , " ' �, * : � F LIN, All W fi# "` '" ' °" . . 12 #5 DOWELS G,t Q.C., �.� #5 bOWEL5 @ G"OZ.;. �;�, N <- . i' --l-1111111 .. LAP'.40 BAR DIA., `\`��� � LAP 40 BAR DIA.' ~ �� t - V . ; „ � � . ,. , , ;,_ ,� - ,, ri {> DRAWING REVISIONS ALTERNATE HC�a . x If2„I31T11M1NQUS \, 1 2h i�UN11N U5 ,I I 'AI•I IC N M 1�IAL'"fYPy " ,M. ALTERNATE~ OOK :a E F.XPAN ION MATERIAL t 1=XPAN5ION MATE1�lAL ... � ' : .� ''~ j 'ry �'F�,'1''ANSIbN 1vATERIAL' N0. DATE REVISION , g �CgNC: LAI , rv, } �. ,r �� L7PtC?C?IzAC1 �. I'll1- 1.11 I 1 WATI~RSTt F .\t" ra �N.Vt�.I GXC-W 1: 7tUtl 1..4 WA�T�TOP I �,�` • W,W: F GXC a-W I.4XW I.4 k: *' . . � 1�.W,F GAG-11V 1;�I�CVa?1;� t y \ 1f.y�.1 . W I.4xW 1. 1'. � ' SI A13 � 2 CENTER OF 5LA8 ° CENTER OF SLAB CONT. AY \ ` '° ;. `6 CEI�1TEIZ OF SLAM ., � f f &,. CENTER C)F. 3 , KEYWAY \ K CONT, KEYWAY f _..,.._.��..�� . �- >, � ..x` 1. ,�: # +NC.SLAB r 5 Ctf CTT I AL` 1 . 4 CONC.ga Ata' 4 ,\ t 4„CONC LA13 \. , \ f � { A€ I I i ? ` '� T�Or SLAB, 5EF `\' ' �> FCR DRAIN!SPEC: `," ' t , "> ,. `" -' 511 �'`\ �'. ,`I \, \, T,O..SLAB, 5 r' \\ \ �• I f��>�` .E % t. . . .1 I }�eJC 6 \ rA a FOUNDATI N PLAN � �,r �, � _ ti. w .. _.,,..., N _ . ; _ � _ r�. • L - _ _ -a-=- -- - _ �� _ __ *�- ..�i- ,f'� tR `� 11" ._ _ ,._ r , _ -,� 1I,1I`II7ATIC R \ �`` \ 4 :` x , `, \ e , J '• ` 1. "`"fix" to---'"�+ '--'R.6 i C J I ,11 _._ 8 ""�� /� _, 5�° tI -, \''� a �/ f r 4 1, ,,. 1.,,�. , , , f �s a > a ,- t . „1 x a �11/ Jtii b €S • y V ! \ \ f/ R }i ;A-',-/\ \ \f acap . I w 1 Af~ }' . ✓ i! ! r *s' rf \ \ \ \jai ° \ ,+ \ l ,r A * �r ,! ' .. p% `\ `\\ \ !J / /, , �°h6 DI ' �*f Q ! f' ! , f`t ,rfi' � \�` .Y\ �' d y Fj`� `a�`°e � : � 12 %10 '\ \ ro ' \ . UJ \ G Ivt11.VAPOR BAI RIR \• . ,,'� G MIL 1�AF'QR BARRIER \ I {`• ` VITT .C6 CRETE.5TRIF� \ r._ s ,. �,\ Lu%A J �y} `�,X �s \ b, ccs \ \ a� 41 4d z ro l P14 - , p" g \ R. 4 ` �- \� �?,�1L�/AP�}R I3 THIS APPLICATION IS APPROVED ONLY FOR WORK / f M� r�; j(CI01j U 1{ ( , 11 I { I 1 4 p 'too • - s \ ":' eX t INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL f { R D N tJLAfl 3N; �. '\f \ \ \ 1 1C71'N ULAf1JId,, a� - -- ARCHITECTURAL tITTCGTLIIC�IL -"" +""r A C ITtC`I'{, RA,L , a \ ` ,, , 1 .w- 't-`�+ ' \ 1, OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR `�• \/�< � # I V � - :6 n.. � - a 'ARCHITECTURAL ,�`\,r{ r`{ n COMPACTED EDA A.B.C.C ,i+' 4,e 6OMPA, \ \ - `�a TO BE CONSIDERED AS EITHER BEING APPROVED OR IN \; \` °_ \, -----=%ivr CICerlw UI�I7RPINNINi . \ rQIv11ACTE�E7 A.r :C.° �1-~A\ P. \ 11" � ` . . BOTTOM OF UNDFRPINNING TO, \. k �\�� ACCORDANCE WITH APPLICABLE CODES. x I CONT, CONCRETE STRIP, �,� � � - CONT.` NCR=�5TRM ' \ �\°\ \�,r. � \ 1 � �CSN7, �©N R�`51 RIr , > r > { \ \. p- � MATCH TTOM OF' t#iP.5TRI r �_ .���. ' X FOOTING,5EESCHEI�ULF- /" � �`ti\ \ � �, � � \ ,"FOOTING 5EI'St;IIEpULE r \ FOC?T NG, �SCHEIJULE \ ` _ °� \ \: \ , y F ?R SITE REINFORCING s.X . I , r11.,� \ . . ', ',I OR 51ZE4 REINFORCING CING - "' s � � �f � ',�,\ '\ �;, �Y I Q. " 4 IWMI A4 f P N A, 3<C. to ": «` ``�` \ {��•`/`< 4 COMPACTED A.I3.C:. EC1. '. \ \ -41'COMPA,�TEDJ � Consultants: 51 C f1 ED. , . ,r. „,. _, , IE 1.CHI). Surveyor: , I 1-11 . .,, "` ,: ' Ken Wyochuk ,yr e.,, m. ^` � °0a , . - ..ge .. °` F _ ^ , P.O. Box 153 ('AIi i1 ' .. . A uebo ue NY 11 1 M ' A, r TY FOUNDATION AL �OOTIN T' 'F'. �0 .ATOI11 1tALL j00T1 � �? IT. % 93 . !6 AiC 1` /',, :OC::II 'Ci�T .! A�L q 9 I I1 I it E„ I 0 = I-011 °,I„ �1 ° �/ { V , .. Structural Engineer: , . n Alex Spyrou , AES Engineering 630 Fifth Avenue, Suite 2000 = New York, New York r HER'S Rater: - ' ;{ f Tom Baccarella `" �A' C1 T,, LAi Vt " -H ,I ,1 L ;. , ° , NY Building Technology Group XHP,5. AftVkPLACEME'NT A. .f'. -- 159 Route 25A �F CONtC1� �1" ONC RETE,- 1. y;f Warr , - Building 1, Suite B , % L1tTl t , , . Wi,. xVV 1::% FNT>° C)F.SLAB r r�r �' Miller Place, NY 11764 TRO11 ILL7 :tiltAlrlO , +.1 I ,s tom_., �.. Z,; f> ,. 11; °' 1. `f "' % s �,111 11 _ ° ° t Architect of Re r " v co d: a d. z f.l .. • f ., > , Y b V . � 1 k :�K k ISAAC - RA E \ \ �, ., �\>' \ \ ' , .\ ,\ `1, \% 430 Main Street ' \ \ , m ', , - „ � , � w : 2nd floor 1 I .. ; , . .,Fp '"4 . VAP JI j Al I21l I Greenport NY 11944 . %t /'�� }�/ Contact; Isaac Clay Coffey R.A. • _ NYS LIC#039767 , � ' S ` s E�xIST.STONE FOUNDATION N1 ATIQN cry . . _ % ' ,` � <. WALL BEYOND,, , < ,, , _` AWA, ,s T. 347-276-6093 E. clay�isaac-rae.com EI Cii £^ s, E< E ,. Tz'. J = f " 4. 1 _ „ _, ., , , Project: NEW CONCRETE 5LA"TEP ", . 1 . , ., ` ,, . '^_ ; .•., �' � ,t, CUT AND REMOVE tX5T. ' H.5.5, STEEL COLUMN,. t` : , ; t�f .'�", � 4�t:CIUCI�.�T�:5LAi3�;�: ,F��� . EAST MARION FC?LtNC�ATIt3N WALL TO CREATE tJEW SI:E FOUNDATION PIAN I i I IJ2 t 1'SI' «'' 1 FX�Ii I GIwNTER C}F-LAS` OPENING. CLEAN TOP OF E.XI'5T. I !" � NEW CONCRETE STEP + Nt3N=5k3R1NK GIQii 1 `i'1N'AY 1� "} STRIP FOOTING TO ALLOW FG7R STOI ' W: u.AT 325 Bay Avenue, East Marion, NY NEW CONCRETE REPAIR \ . 311 G1. . I ! f}NTF'QL Ja1NT. #4 x 12"VOW L5 24"O.C. wf G" I I 'I 11 11I..,�I� UR1�I'C�L1I� EXi5i. l3A5E;.MENT 5LAI' EN+II3EL}. USING HILTI I11TfIiY C + " i, j , .. . 6 r. - , ,. „ ,. 314 13A}SE°PLATE wl�4l /4.O---A> 4 CQ - ,3' Project No.: ADI�ESIVE ANCt1ORING 5Y5 Iv1 NCRJ~TTlLAf3 w/ i I R-02 HEAIEI7 ANCI IDBSv/MIN, ( I % ., " „ .... .,, IC)".EMFD., :I I �rV.W,I : x6 `WI �4xW 1. % CANTER£}FSLd�S 4, W.W.Ff,XG-'WI AXW1.4. \1 . � I I I i I .. ,. _.._.A I ,. , Signature: `'4 a 41 I ;1 0 CENTER Or SLAB � .14�.,..•,_ �:4, ,:. 1 Seal/Si nat . .. ' ; '�3 " / °'` "CONC.SLAB % _ s\\\\\\\ \\\�\\. \� d "I /' �\ \ � r i , r , I / ,'/ ' . + fib � t'E�C _ � d, a , !S. �tE=,�-`^w.-.�C=r�.. �, z I �•,71 '^\".,�'` \�; a'`. '� �.. .. / ` a \\ T,O.5LAI3, SEE \ ,\ \' \' ;\ � \ N`/I , x .I '/ W- _4 -4 / 4 , _. ..,� NDATIQI. _� .11 N LAN M # `., . �,.'"," / .111 \�\ , , \\ ....-.1.111..... ....-F1' Z I"" �e, , \1� " , # ,, t1ST,CONCRETE_- ,/ ^� � '"r� ��� „,,� , , \-WrOK 6AMTE9, � �'F {7 � � a p �,� ff,�!'� o� �'� , , £ .It � y g' � �, , ''E X .. ' €+F ,. J�, > f Y ., . `fie , s.� r ,, 3 ,'R" s°. aTRIp PQQTINt \ \ \ \ \ `. �, . ,, �' R ( \ �} ". + t f p�yy� /". ,Y:' "',; t 'il l'ACTp'a� I .G' `#'. :a 4 /,,f"Ik,Fy' '�. \�" �"�'a 'x,11 ��.,# �, < ,z /,y�\'�.,:�'y\.€"`,` .i'�!1� ''A 1 I; , ��'RS ��,�'f\,��.'' ``4„ iL YA1 OR �^ <.+ 'I-�3"'�� '�C1 :k? '1.� ,.,e �� 'r,. 11� s y / /� , ,� ti. '� y /P � ' +'/ " # Mr ° ,- ;// _ y�y( p - a r. . , y <7 * ./ I ,.,fi f K 1 t4 at \ \\ '-. < + .d j -,xj f a $t � BAI\R34fik , , a ct 1 t a , , r. A` �' . . \ \ \. '�\ \\ e ',U) . �-"_ t zit \ 9 ,t. � \ \ \ id - . \�'°' 4"A.Q.C.3 : . s u_ /X` / "'/ It,��\'' /`/\. 11 _ M1I.VAPOR BARRIER �' `' ., Y I< .' . . . ^\ \ \ ,\\ \ oaTNR� � t IDt-I� p- +I = �`\; \ IIG1I�1NSLILATI4N SEE , . �. _... �- ., '\ _ fi. r 63 "4 4 •�: d r / d 'Q . „ . 1F .I ULE < . „3 tV1,dt1- �R a.' g . � , b \,� l \ \I I ARCHITECTURAL ' � \ f .., ��_ �.. � "� _ m. \ '\ b\ \ FOR 517E'.AN INFORCINC'. � �, ^x � � '. p�.�w , YA' m <.1aINT6, \�`'� \\ - „ r ' ± I v=r15 r��[MONA,. i COQ CTO ' �WE 3 ` , ' "CQMi'ACTED A,I3.C. a -. ; e ' NOTES DRAWING ISSUE #4 IOWI~t I TiWELS w1 "" — EXIST.STONE 4 f NO. DATE ISSUED FOR 6"EMDED'. @ I2"O.C,VE{�T, I- 1 04/27/2021 SD Floor Plan Approval w/HILTI HIT-f1Y'27©ADMI51VE FOUNDATION ION WALLI 2 ANCHORING 5Y5TEM s < . „ 4 • �► 8 . : . 5 i ? a • g, <. 6 7 I "EXPAN51ON MATEf;IAL 9 wtw Fac wl,,4xwi 4, 10 CENTER,or 51f3' 12 PLAIN VIEW < Y DRAWING REVISIONS „ . -0.SLAB SEI . = FC NDA71t Al PLAN OENTIwR`OF LAB N0. DATE REVISION # BARS ,. 2 ' �.�` .. . k•.° 3 " (4)#4 BARS VERT, I'2Y' Q.C< � ` `' a, ,. r. _ .DI 4 NEW 12 x ! ` t :�. > r f £' EC?UNL7 r` CC IdCI 1«TE PILA5aTER.. OWNS 4". }. . #5 HA ```� 4 � r ` #3 TIES ig 12"Q.C. VERT. asp -D -W e < , ` am : c _ .' < +. 8 CUT AND RE MOVE E3CIBT. ' tr : ' g g �` rod'7 �,� • � 9 FOUNDATION WALL REI ..TO ���, 4 BAIL: ..o a A: 'A.: .. e• r `�. '' � , 10 {4)#4 DOWELS vd 6"MIN. EM5ED,` INSTALL NEW CONCRETE PILASTER FIN15HED G AbE wl`HILTI Hifi HY'200 ADI-ItWE > "CONCRETTE Y tri. • RETAINING WALL CtNO<;$�P ' a« r ti 12 , ANCHORING aYSTEM � a,' .,'� 0 SAWCUT AND REMOVE PORTION DIST,:BASEMENT SLAB , t M► r THIS APPLICATION IS APPROVED ONLY FOR WORK ,r e�NT .�fYWAY'Tri C}1+EXIST.STRIP FOOTING , /`,f, a�' ** , '' ' r . ' `�' � �r' INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL „ " v` `� \" FINISHED � OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 112 EXPAN510N MATERIAL. .. ! ` , ,r f }^ T A `�,t ' ,,'t+`, �, y. 'BRAC? w: - '. ,/'� ` ,� }J s?'' .""` Nrr; TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W.W.f'GXG WI,4XW1, ``' y ~ ,`" `�`°{ ` R ?* v < ,r; , `�• 1 ��'e _ CE E # �7C�WEL O.C.c �` ACCORDANCE WITH APPLICABLE CODES. LATERO SIA>3All ,`� `~'` ',, LAP 4th 13AR DIA., \ 4"CONC.SLA �' '' 'ALTERNATE HOOK �. "* � � .� `�` �� ��' �;. � FOR INP '�'i` , ° ^ �� `~", a '''� cRiA Ora ' t , I IQ ANI HOW '`,t ' t 3,.'�,'`',, '``' ,,,��• �'`"•,�';' z4 t �f``�. ��'",�� �,�"'°''..f. a' '? Consultants: ` . - F `.,` s ,{ S / 'Vf '``'~,. '`.• $ .. `' Y ' .. r ,; �` a,, r` .. ° " ; Surveyor: _ ` , '` , " �;• , `�, ' . , ,r' ,_ Ken Wyochuk ,7 f EX15T.`CONCRM `. 7 1T. bN R > " ,� ... '' ` , P P.O. Box 153 $. < �s °ice STRIP FOOTING °� :` rOOTINC. ^�` , � /' O ` ; ' f Aquebogue, NY 11931 1 � �► �, Structural Engineer: ~� � ; r +I : Alex Spyrou XX AleWJ , x t . '` AES Engineering OOTItvG, >=E SC11rDtL>" • 630 Fifth Avenue, Suite 2000 .' `y , Pt?R SIzI=_ iNEceli , ,. .�».: New York, New York NL:W`CONCRETE UNDERPINNING. '� ' d r� " � .�. �.. �" � FOOTING5I~�" BOTTOM Or UND>�RP NNING T+D � �; .P � � `� � . AvD:�.�:0, _ �,� ` �. " '' ". ... " /fir HER's Rater: MATCH BOTTOM OF NEW STRIP :r"" �• ``�.,, '"�, " FOOTINGr ,' Tom Baccarella NY Building Technology Group ,z 159 Route 25A k Building 1 , Suite B , Miller Place, NY 11764 ., . ..- NEIN ON . TE f ..A T T01 � Tf �O AT ON T10N f .U 'TfR A E ETA NINA WALL $. £• ° SOT :� TI�C�I, ' ' �i��.A � T��' I, 1`-O" Architect of Record: 1 ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 TOP OrfOL1ND 1©N Contact; Isaac Clay Coffey R.A. 'WALL&tMNpOW WELIw: NYS LIC#039767 BEYOND', g, 4 o0wEL5 @ T. 347-276-6093 E. clay@isaac-rae.com ,24"OC. FINI5I1RAp Project: EAST MARION g 325 Bay Avenue, East Marion, NY #5 BAR CONT. @ NOSE TYP, NA, Project No.: LVL BEAM, 'fI , a1MP�it>lt cel: $ : • W I R-02 ; FRAMING PLAN �, flv1�a0N 2. #;° A I • Alp�aI=IATIILG " H r, caf . :CSR CCT Signature: Seal/ i n s+ 112"BITUMINOU: o o I r EXPANSION MATERIAL W Gx6 -W I.4xW I ,4--- Q CENTER Of SLAB #4 BARS 12a O.C.PA<WAY 4"GONG 51A8FRAMING PLAN 'RAM I'LAN ` • � °=t " LVL'B>wAll,S `EX1STAOP GIRDER,SL REAM5I MING PIAN > PMMING FLAN 5Mf^RAMING PLAN ' �a0�1}�Bt���p�tpl FAnSy"1«�trQ^�'iC�ta: £< ° = i.7 '. Ve4�..+'fF.'i�E741✓Lh. t , c� NEW I "x I , f ! � �{ ,. •\� f . °°• � �f� - NOTIR. LAG,5 R I EA.SIDE 4r I M 4"CQMI'ACT A.B.G;, Y .„ ` ,d FOR WORMA7ION ,t' � M O)LIMN 43"I;MBIffD:'1NT"O GIRDER Date: Scale: � x /�� NOT SHOWN SEE' I AS NOTED #4 BARS ' DETAILS I CL d Ql I1 N,.Bti Drawing Title: co ! _3p _ ..POUNDr1IpN'PLAN STRUCTURAL DETAILS co a �. v N < F . I, Drawing No.: N �� —1 <'C-0 r A 'Ku/ N �PETf- ,5Tir P, B 1,.—. ENTRANCE .s ° � ( °t A �* 1` T 3 ]((] {{Jf`({{� ''"^'"� �`J.�� j"'"-'�� jJ�"'�_ (,/�' , 'j��"'y jJ ` - •1...'V..f..."•V e 1 Ate' TO .V'O N 4+�i' i - i... � - e i r'y 5. } } �f� �'" "�'" j C-0�"(._ ''('�`<45...}�'�' D N 4 " ,_,� ; �p � �� 1.:.���AIW.Io-. NR./.� ^! :�L..'.''4.�+k.lL=. .Ns>, '�-�/�.� 'i .- 'k.7��Ll� �' 5COALE: 1 I -Gti " I:�Q" NOTES g SEE Sr"fARWALL 5CHfDUL.E 2xi aTtJC}5 ( ? xG 5TUL75. I "..C7.C; „ � F`QR.SHEATHIN�'AN.Q' �� STL!(�S''{ ''(� C?:C;F � x, €` •s , < ATTACHMENT DRAWING ISSUE CONT$ �WOOD F'LATI SEt SHEAKWALt SCHEDULE �' = SHEAI WALL SCHEDULE 51MF'S0N 1IDSA l LQC R.TiE s iC I T�fix&WtDfi l PLATE' #' NO. DATE ISSUED FOR CONT. 2xG 50LE PLATE �. FOR 5IIEATHING ANC " M, BiTlJM1h(C�i�S c 1 04/27/2021 FOR Si1FATHINC AND EA..51DE�'518"0 THREADED „ ' Mi � A,. SD Floor Plan A ATTACHMENT 4�Qt�TYP., SCC Fi�AMfNG PLAN I✓LOOR�H>wATHiNG,- 2Approval ATTACH N :. ham, 'FLC?OR #iEATFi " FI R SHEAT hii r= 'EXP,�,NSf QN.MATERI'AL ' r FLC)OR.51tI:ATI�►titan E LQCATIt�NS 5I SCHEi�ULE 51(TK SIMf'50N CS CE aCF1EI ULE 51T, W.W. `C G=WI:�I WI. a " s 50ESCHMIE HT. z' 3 5w50N C52Q 5EE'SCHET ULE SHT. G-Ot?2 A..STUD" is-( ?2 ,� CENTER Or,51-A _ 1 ='t3CJ G 0702 ` EA,STUD " ' < ri' � � 4 iMOAID " 4i CdNC.5LAE3 < . 5 �M BOARD f. � 6 RIM 13QARD r f -00UFLfR NUT AS, 8 ei io 12 P(NISHED GRADE • '1'J(F1.C7ouoI:�fi; SEE f`'I(V15HEp GRADE" ° ,�(tIT;" DRAWING REVISIONS °'• ' Tit F1OOR J015T,SEE FRAMING FLAN $FRAMING PLAN t° $ Y. Exp, TJI 1 LOtDRJt15T,SEE a FRAMING PLAN ; } 'FRAMING p� �• "MC I'13lQCKIN ` 4* NO. DATE REVISION CONTI{ ) 35 WOOD PLATTE:W1 °. ° �,. :. 1 ON „ x O NT. . x G�l'"E7 PLATE . '' WOOD rLATt wl I19 O ANCHOR BOLTS @ 45GC ,� } GV � i AND WITHIN 12"EA. END,0F WALL 2 ,'ANDWITHIN,(, ,t.E2,. END Or—WAL 3 --CANT. CONCRETE ' � CANT. C6CRk F' 4 FOUNDATION WALL �..$ " FOUNDATION WAIL 5 • ;x e CONT.CQNCREt ; ,/ $ ` EGf3N(?AT(C)A(WALL6 NQTf*k l $.fOUNDATION WALL, �` NOTE: FOR.INFORMATION � � FOR 1Nf"OI�MAi(ON 7 NOT SHOWN 5EE e e ' r $ NQT SHAWN SEE . ' O�=' �. ' Of Lf�II ORMATIQN 8 `FOR.IWOWATON `�. '" DETAJU NC)T 5Ht?WN SEI~ 9 DETAIL. d +� * NOT,5HOWN'SEE10 . „��' . :'t7!TAiL: 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION ON SHEET. ", OTHER MATTERS SHOWN ARE NOT TO BE RELIED ED UPON OR L i ('�� 'WALL �1�LOO1 � , i V T'1 i 1+k.. N V WALL,.. �r {. p ' j i �'"�/''"'��/(/ D `� J� "'� TO BE CONSIDERED AS EITHER BE ! .'. i 1I\ VVJ"�L�"�OL LJtJVV N { 1l � pp ,/'* ` " (�� INGAPPROVEDORIN WALL' �OO I,. RA N I j ' 1-�' $� _ , O ' OLINC�ATION 'FALL WALL 00 '^ :Y' ��03 5CAL1 ' 1 �" ] �Q .SCAB : I n _ (t Ort __.- _ {'. 1.! T i0 ACCORDANCE WITH APPLICABLE CODES. - : AAL : „ _., iM i N G-`, N _TES. ( 0' �4 —. =30 SCALA 1'o w.. ........ F: y _> .. • .. r, Fn g „ °. Consultants: Surveyor: Ken Wyochuk DOLT a,.: CHEDDLI try I II P.O. Box 153 ' 4, „ Aquebogue, NY 11931 3 11201 . L�}"arat l8"�I'I:EiiCT. A,'SIC3 tE( Al1Y.tnr '^)t plc "STI�IER:;'LAT 1N' 1/2' J 311 9`�F10LI5 I=AA> LEG, SEE SCtiE<IJiJL:E F'�?!� 1 iirk ANGLE LENGTH AND NUMBER Or--BOLTS E :JNE WITH�'8EAM B°� Structural Engineer:. I I/2R N 1JL e (2}�1'�"@ HAS-ETIIRI±AiDED . . z �r ,• , ANCHOR-94 8"EMBED. U51NG M t' ° its $Y € L $$CAF'PLD° t $, #< . . t> . g. r: , .. , �$< , , ' , $r Alex Spyrou MILT] HIT H��c�O ADHESIVE ! l $ `. . ANCHORING 5Y5TEM H,5.5.5Ti!t L COLUMN, r, AES Engineering 15IEE FOUNDATIONPLAN ` 630 Fifth Avenue, Suite 2000 3{I 1«y CONCRETE t New or New York X I : = a _A P LA51*ER �I .......... N York, _ . k ) - ! COLD BEARING W.... . . '> MN C3A5 'i. / 101'-=-$ IHERS Rater: w1(2)7/8"0 HCtLES ! I"I QC P SHEATH(NGF I _ . ,. , . _..,.,�.,. . .. e BS IVI ' ;lL'�t(JI TO ANGLF gLth ER OFA325N 31 L Tom Baccarella DEE SCtiEflULE 5HT> ..__ ;,j ;. b 'CH"D" !. T IVGTH. T -002 ! ; f � �- �'' -'mac ' ' NY Building Technology Group 4"CONC. SLAB I � I ( d ! I � � � � 159 Route 25A 5i«E`f(AAtv`INC PLAN �i r-` } "' # ; '�} q1 °(/ " ii 41rm 3":O Building 1, Suite B IA I ' �' $ , 5'MtV'�'E FVNG 4�EAM�° Miller Place NY 11764 (T— Y` I I 5EE i LA J 1TO 11 . 9 i 16 I I I I gip, I 8'l l �y I 5TfEL W(D1 0L�,N01*BEAM. ('Sa f 20�' AS"` I S" '340 i ,5EE FRAMIING�'LAf�1 d Q $ NoTtM CUT.SLO 1N 66TH ! 3 B�SHEAR PL ,. ,r` 112" ,> 3r B } 3m O T 1 w� pi,7°' � g Architect of Record: vx5 OF H.5.5.,T? 1. 1 ,5EE SC iEDULf " .. °'> ( (7)314" €,3�0 �: I 31 00 HOLES < °� +� ,ALLOW SHEAR PL.TO n,L 3< 4w x` IB`x T.B:> :.°EA:-SfDE OF'BEAM'W7` ,� ����HOLES I:�:�.I=�:.°��, , ISAAC RAE PL=t�I�JiDIST SEE 1�A55:1'HRU COLUMN . ,. ' SCHEf�ULE Ff�R # : . .. r X1,55.COLUMN SEE DANGLE:LENGTH ANI7 NUMBER OF E3aLT5 � $ FRAMING;PLAN �' ' FOUNDATION PLAN � 41 ,t LEDGE ANDC 430 Main Street 2nd floor ` CONT. PLATE EA. SIDE C7F \. , COLUMN f ILASTE(� Contact;port as 3 # G 11944 i$C$ r aoff R.A. ,..; . . Isaac Clay Coffey 11AR PL* x NYS C?NT>CQNCREiE LT CHEDUL kir LIC#039767 FOUNDATION WALL Iix BEAM PLATE NUMB Of= BOLT T. 347-276-6093 E. clay@isaac-rae.com e ` t: NOTE: DEPTH 'U" 'HEIGHT' 5N.13OLTS ' 5PACIN � FOR INFORMATION M t$, i r n " Project: NOT 5HOWN SEE TEL L VU(DE f LANG 6 1�f tt f STEEL DE PLANGr AM' EAST T < ' DETAIL, > ,, u Lr3j 3/�("i� �'',L3,Cr. � $ � ° l ' S MARION ' 15°TCI .I " 12" (�(}3/("Q 3"Q.G 5EE'FRAMING'PLAN (j C ,. ,. 5EE FRAMING PLAN; A� ' f .5T1ME:L'W1DI PLANGE�[~AMt" ' YY8 >s & •a "1 I f€"TO 2i (S" I;5}314'$0 3r'O.C•, w ;5EE FRAMING ;AN 325 Bay Avenue, East Marion, NY Project No.: OLL�I�r'1N TO ,FOUNDATION WALL :� IR-o2 5TEEL) BEAM TO H.515- COL.0 M> f L L. a 'CA,L.E: I rr— 1 t-0rt Ar #'-O"' NECTION Seal/ S-3Q3 5CAL:E• 1 Signature: , - > SCALE. 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DATE ISSUED FOR G ( NTNU{ 1J5 SILL PATE 1.1 0 ANCCSt 13tLTa x.13 x NTA UbUS �� ;tb�iI40 L* 1�L I TE 1 04/27/2021 SD Floor Plan Approval .` i �'- +� „ . �51MP5ON t`D55 TL06 R;'Tf E W,/:. 'Q �` , � , cM: ( #'* iD 91MP9E N c I 'Z, ii P ai 1 �: u1 «1v11N. >`MBECt, �' 1 ;K 2 1 Lt7(?R1ft ATFiIN , -51$' i Th#READED IZC?D TY1�, _ SIMF'5aN '; x '� IFA STUD SEE 5C1I UDLIA+5 Up 1 LtaCR 51 IAI I111VS1 E f`RAMCN PLAN f C)I '`st. 1 A.5TL1G r. .4 � g IA : ' 1TfI ? �- C r p 1 I s 1 cf�: 1X11 : , r I 1,Y , cum-. ..,,,UJ i -11 , X__ /. > 5 . - , � / ,, � 11111, --- - r �, I , x> , / . ..:... ... : a . KIM f3pARD E RIM BtDAI , , MAA:BOARD _ E „ ...w.,ti- I. >> �>,.<-'<. ,. ''`RfM��ARC�` 1. i i I. ,� -". ..>.,. .w m� °> ,°... 4 7 I: A,s r f '` a i, a , < , I'llro . • T)1'PLATE' . . _I 11.11– .. : 10 1 r % .. ",5EE Bi. L-DG,,.c 12 TJI �i Er,5 % ;' 6 � . T , a „ "1`,�I JOIST5 5EI 4 "CJl C l 1S,` , Q ' 1 7 0,4 ,. . - TJI It tST ,SEE'` RATIN PLAN 171PN . gRAIVIINC PRA1~A1N0 PLAN' DRAWING REVISIONS SIMPS ? 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Off. t LL LOO �A1v I C HT 1 O . : ''ALL 00i\ TO )=L00 : °I f fi� 1`.t J C �I�. l f' � - T` # .�0 :° !�l L` ' DC 1 u = I_ yn Er I 4_�e 1 PI }'� e n 4,!-(7' 1 -30 -30 �—�{�.G� ..���}� � �_' °. -.-',;�, , , . ,., - THIS APPLICATION IS APPROVED ONLY FOR WORK . P 'b - x $°/ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL . , '' F OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ' ` t - °' ` TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ,- . :a ^ ;; 4" ; NOTES ( )2xG CONTINUOUS TOP PJTf X&.+r PMX5 o 1r.4 Q.C. 51MP5ON C520 W1(5),W- EX 5}EA. 51DE,'FA.'RAIM-TYP, DRAWING ISSUE - „ x N0 DATE ISSUED FOR iMPSON U- I .. E"ARCl11T~ iA1 , ' , ' ` 104/27/2021 SD Floor Plan Approval rA.RAFT, f „ I I ,F9R.ROOTING •} 1 � NC7Q[?5I 1EATtiIAJGT4 a < 3 I :-SEE 5Ct1Ebut , 4 5 2 PLATE 5t t ARGifiTECiiRAL FFI }} ... •° � 6 � y,[CJNG, f4 E 'I Y ttv'UtptATr1iN ,' w. 8 SOUP 13 J LOCF E SCHEDUL St �EN > 9 m 10 --- (3) f Qi E NDNAILS,TO 3 z r•m EA. 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'�'g� a x# £ 4 +y�m�Tn�^e^.�n �>w�.t} �^, •�'>'t�'lR1�{�) (}yy ti ,{� �' <s., s a ° `r I, 1"#'l�,i 11w(y+✓ RAI !m�+x,W1(Q Q >I LS' E , r ( > R" 3 -4 9 tlt FRA;�411+fC PLAN � . ,. . , . � r ' . > „ ; . ., 10 1RAMIW FLAN r `' , THIS APPLICATION IS APPROVED ONLY FOR WORK " °` � �� -> �`,• � •° � _°"--�'t"r "'� -' � <- INDICATED ON THE APPLICATION SPECIFICATION SHEET ALL A LOAD REARING HEAf�EI�, OPENING, R �, *aY gib= ' s. x OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,0 ROO R.AfTER5 O '5T UCTURAL. �CICINE ` �1�� �l FTtR TOrk'�h��,1 L,FRA�'i�N; / ( 'I" = I z{ "� , I,r 4 ,€ CONSIDERED AS EITHER BEING APPROVED OR IN TO BE �" I !� ACCORDANCE WITH APPLICABLE CODES. �3O � ..� �-305 . 4 �& • �, ..< .<_. .. . >. - � .. ,, , aw ,: n ; Consultants: Surveyor: Ken Wyochuk P.O. Box 153 ^ .. Aquebogue, NY 11931 Structural Engineer: , `tQis Alex Spyrou AES• Engineering 630 Fifth Avenue , Suite 2000 RIDGE BEAM New York, New York I fIP RAFTERHIP RATTER, 5f ROOF i ' HER's Rater: 41 ) l NA1L!TYP�I✓RAMING PLAN 24 X)bTs ° z i Tom Baccarella a • a �d >..,„ ' _;�•..� :�� b, �£�Y„ I�<"�.?„•,� NY Building Te chn ol gy Groupp 159 Route 25AIOT: Building 1' ulte BMIP JACK RAMR5NOT 510WN FOR CLARITY Miller Place, NY 11764 HIP RAFTERVIEW, ' , I� LA IE yry .,—..Js Architect of Record: fKAMNG PLAN 51MP C Iv aL3�UR `1I.: t n: ISAAC — RAE 5KE D U"}BANGER VP, �I _ t{ 430 Main Street NIP50N NIG HIP—' I2nd floor HIP JACK RAf< R , 5EE' RIDGE CONNECTOR ROOF 17RA,MING PLAN � '(2) � g m= Greenport NY 11944 • ' Contact; Isaac Clay Coffey R.A. 'PLAN VIEW EW � NYS #039767 Y Y „ g :� C LIC#039767 ' 1`�E f } I IISx T. 347-276-6093 E. clay Isaac-rae.com I @ BLOCKING�5TACGERED},. 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I I I I I " 11 I'll ,-­­­ , 11 111-:_11,1_. , ,,,, " , ,, 1, I 1, . .11 1 4 ,"� I ,,IN,i,I : ,-�,_� -, . ; I I , .­-I- 11 I 1.11,— ,Z ­­ 11,;11­1`i� "I ..".:I- . I I I I I � : � I -- : I� I I I , I �I I­ I I I , I I .. I .I , . I I I . I " , I '. � .... 11 I . . . . ' '...'' .cl ­ - . ­ � NOTES � . . . . . I ­­­ --.1 --f ,,, ' 'I I , . 11 I 11 ­­­ �11.�­­I, I I— ' '. I 11. I I ­ " ., � , * , 1 � - , I � I I I —. � I ., ,Lo1ii:ib art 6 ot'blrated/theal will " , � , I . I I I I ", ", � .1 I I I � , '. e , I_!� " � "I.- � " ,�-"'i I I I , be n � ,_I � �­­ I - -" . I., , -I'I , " - . � i , � . 1, I I I ., � ,; " �', I 1. J018T DETAILS . zPlbienall�-16d'(0,135',x3ye) , � , � � I 11 . I I . . I , ,I ,. ,�,- � I � .1� . � , . - I I',, -. "" " " ,I I i I ' I , . . I r'' 'above ' Ust stPa bver Wall beOW) � " ., : � . I ., I toid bearing-vrbiiibii�isii�,- - it 6 !� � ,..- . , 4� _��,� I I . , I ,, ..�.. ...�,� _�,--�- �.,�� ,,., � � Plate nall.i 6d(0,135"x 3 Y20) 'Plato 6611,4id(6.1 3'5 x 3)�*) at Ir.oh-conter ' ," ,' - . ., I I I I . I * I I I I I I eat We 13 O": � . il� I I ­ ? I - - , ­" I -1 1,­ ,, � S-ts ! , * I I I I . 1. � I I ,� I I I F TIP RiniAbard, " , I , , -, 4 � ; 'i I� . I 1� When Sb6athIno thickness ex0e I 1. � Vwr I I 60alni Panel.i"N" I . , ! I' , I 'I'll � .,'Imust stock O0er*all'bMow whb'h omsofit)�, : I; � AU0WA6LE H0LM4TJ1@,361 ' -atifip on-center 1. at 16'on-tbrilor I , I � 68'ii bia'drig, - , I I "� I ­ �­.­�, I— . 11 .1 ,,, 1� :�11 I 11 � � .r �, e i �', I ­ �111_ , � I i6locking panel:, I 11 ads!40� 1 2)�_stud wall at I �­ -PiiiiAto�o;'�- - -- I , . . 11 AV or%"TirribbrStrand't LSUor ,, : I I I Not � . ". I I � I ' ' ' ". 11 1. -1�­ " , I , I -trim sheathing tongue at ritfiboard 16"on-centier I , ,,8d(0,131!1 PY2*j 46'oh�iceftter 11 � . I, I I I � .� ,, , ,, � I - 1, . � . ,`' , I i tf&, - � � I � � . lifan;i I i ' %7t.r Rim Eloard,IYO or w6' 1 1 1 � .1 it �, ��, , I IST. .1 , " , , I . , , I � '�"fr!"�blb 4, 1, � Min,� b stiffener . I � 1 I ., I 1jr, , -I ..I Wall above I I I , , � . I I ,��F� , . - " " - � , ,4 plate nail-16d(0.1350 x3XII) I I 11 ." I . ,I I �, ... - -,-, I . , __ I "j,oarie. , , I � ; , , �Z,�, I �' �. ;1 1, 11 .1 - --'il� I 1 1 1 .� ­ t _ - "� , � ., � , .. � 2)(411011n), , -, I I � I �* i . � , -V Rim 0 id" ,�bo - � - I : I �� I.. .. ..11 .. I IV TimberStrand"l-SL or � ,reVfted on both I Web s*6e�i reqalre6ii � , , NOT' � , . I , I � I I sides st A2W ONLY at 1W on-center* . . . I I I , I mum I " I :,11 "Wlibiiiiielm1b , I I , � '. ", �X. , � `, � . � I � . DRAWING ISSUE 1 1 �w toir,ftyroke, � , — . 'tits 'St . , th sides at MAW ONLY ,, I t, - � 11 "ed" I Wuu . 61181 ,, I I i� �, I , I I-I' I -,, � ei " I , I - Sheathing . �, � I �, � I� I , . � qpo�6 ibi s, I . 11 I � . � - I ,� 11,-, ,,_,�,,,"_-,.,Z��I", ,�_�, ,",� , i I I � . Floor panel nail- , I . . I � I I , : ; � , , -,_ I .1, " . . I I � 1. I I I I I". 1. �I I � � 11 " 11'' ., I .. , �,�,,_ . , -_ ,,, , I ­ r . . : 11 I � I � 2")At 6'on-cento_r* , Joist 1, � 11 I , �01-Ini _ �1[�', i: � ; . � cc(0.1 31"x 2Y 'boundan _ _11 11 � I �� , - , I I .: I � NO. DATE ISSUED FOR 1 1 � I _1� . I I , � , , , , , _ � I , . I � I . � _ I I' ll , t) -, .1 1 . � . 01 , � � 1 . � I , , � � I I I ,I, , , . � 11 -drik' 1, . , , , t � 1' , I I I " � I " 1, ­ � " ­., I I 8d(O.1310x02, ��-J% : 1; :i ", , ,; � , � "r* .­ I �� �- ,� �,,� : I . `,i J3 Rilm-to-Joist 11 11--l.-1.1-1- at 4'on-oirnter , ,71mbetStranli, : , . I 4� ld�'. t " . . I . J��W66 gftrienf"�, ", , " . , , .__ -, , - I., i I A-_ i 04/27/2021 SID Floor Plan Approval I � . . I . . , . ­ - - I I i 1 4 I ______I -_ -_---" - � I , , ' ' 1� i I I I I I 11 , " � - - I I 1, , r uirtd din both' ,, 1, , . - , ." V, , - " , , , 2 1 i �_, . 11 �LSL-'tIMb6wV., I �- I . , , � � f, �' ,eq , . I I , I -1 . � r , , , ,N -,�,L, rounil I . I i , � "a I "I - 1 N ' � ,,, i icto!blygroupoll �Ll � � � I - / toe nalt, I . I 11 '. � ­-I , rpolesere,permiltia it ,I I ,; , 'TiDd"4 t - I I ;� I � � I . - ,� i I - -i0d toi-4314, �,� ,�' �:11 w � I , , ". I I I , ;Mdas of both 10 Wst, . I:" � I Toe nail, nail each side at A3,_W I I I _: � . � 1 61 i U , �". I � � 11 " �.. ! I , , , �'Il TJfJl1J;1?WJl­ When s.1 I I , , I -1 . i i. ;0ds'fit 04WONLY . 'Norwour, 3 1 1 "y 0")at e on-tenter �� , , I I � I I � Ii. , , - I , I , I '�: , e .1 i , lYso TJO Rim Board, iePthiog ' .1 . ­ ., I 1. I : I*1 I :Web;Uffe: " . I I ! .� � 1 , , I . - � " . , I , I I I -1 . ­ I 'how In I I-"lappli st I I ! i I 00(Q.,1 3 ; ", . .1 I I , 1, . , . . . 10d(0,131 x,,, ) ,thickness exceeds'? �VV -� I __­- � I at Ir brt-d...... 11 . l(MAIA3.lWordy) /a. I ` : ners requ,ed, , ,,,, " brialsts at , i� _&"Od, '�,OXWpt , I � I . I I �. il �, � � .1 ' . , 11 I - ; , i =niquitornsawfor , � , -- f ; � � IX"or I Yi"TimberSftndo LSL, :M1 � �? ,, I, ­ " ill ': 1. I I I I �,�Utltotvx fly eartuldvi _� ,1 4 1 . I I ... . .; at a"on-c-erite trim sheathing tongue , ' I 1.11 I I I 'on both side 5 of B1W I I � I ,� , . I � I . , I I .-, -V, "'bPritedine, I I I .,2CWW, : . ,li , I ­ orsquarwhdlosl� . .1 � .. . � , i . I I i" , , . , I , I � — I ,J I I . I 11 I I ".. � I . .1 � , f�, I � . -febAircon"t " , ,, , � ­ �', � , �_, . . 5 "I " I I I ' enet r" I joist I at rim board � . I ., , - I � I , , I �r_ I I , ::: , . �,: , , ," , � I � � � ': . . , I - � �, �� :*:i� : �, � I . � "I Web I . � . . , � . . fiend 82W ONLY I I I I 'i , -1110 Suppo!t�," � " , , � .� _� - ,:,�. - , " 'i , � 11 i � 1 I oo nail-1 Od(0,1311 x 30) 1 1 � I I f t I . . 1, - I " .1 I I .1 11 11 I I .1 1. . ,f , . I - ��, ,!,___,_ ­ I �"-,,'­ I ,� - ,, I � I . 11 .. 11 . . ,-1 I I ^ I I I - "I � ': ,,, re4ulrw ., " 11 , I "' , "I r-11T r i 1,�r7l .1 . 1.� 6 �I required on both , I I . ;-ng ­ . � ' - A il - �Ai!, , _7 0 1 , ,.� - � � jable A,.;-End Stipolbift: I � I I . � � " ,, ., ­ - ­ , .. � �I. - �. ,,^�,,,ei, I , ! . , I Inim -of 1116 d , Insi'de,'r'a,c,*6 4 P,0��i4it en d , .. - Oust hiiitii 13147 MfiilirnIUM at IV on.-.-enter* Install proper blo0kl ,; . : �� I 1 ,� ,, I; ,_ � � , : �, - 1� �, " $� :� �� :",: ., ,141. I 0140�4�w(,;Ta Ma4,r- I'$ , 4� ­. I I �. I ,_ � sides - _1)l I , , 1, -2 ' biI 6;"a;,'' , , , -�^-- L I '-, urn,distinibb iroin,edge i6 ,, "�96it -, ,� I . f I 1_11� at AIW ONLY' i I 11 :�. f req red With bra , ", ,;with briacadlshePr Wells a r' , I 1. ''. ,. 1. 7 - � ­.��,.44­, LL I 7 -1 "'� 1��* joist bearinglatetids.Attach portall panel od�es I , � �� " '3 -.illocklng 6�;e,IS mbg � , i , I , � � *I SUP . , I bovii q , 4,� ­li,11 I I I � . 1 3 detail., I . � I I _1 . s above or below�seeddiall 01: �:, , 11 below-�:-see dotall'81 ' -e"-�- , Q� � � .1 . . " I � -,,, , , -,ROUND HO SIZE . , "�, , ""i,I SQUARE'OR RECTANOU I: �� . I UA1_ 1�1)2 1 " Z, :, , , I I I �, , ': , � � , , ; ,,wall , , � , I " i �, � " � W - � t � ' I , (�� , �9 1 1 1 1 , ��, , :1� . , (�9 It) - I � . � I , , 11 � I I . . I _1 1. I t" ; Joisr �11r.oqf 1z � � .' ' ,,,, , "I �--- r � ' 'I � I I 8 11.'. �I rimloistperA _ ) I I 8[�'J 8(9 , 19* � ' ! I , I I � . I I I I , ,_ t I I " I ­ , , � . I.. 1, � .I � "I . f . I 00i" I V I 11, I ir :rl�, 'r�f A" ,"" Sir � � �� . I I . I I .1,I � I ' I 11 I �-7 -,,47�� -vr] "7,7 4" ��: I'll � I . � I to Details and Installation 16 e CA3.1i A3.2 [A Dard A .4 A14* � � � " � c, - " � �, I I . I � I , � 1. I .., � ­ . I I I .1 ­ i ' ��.-6_- ,__.�� - - �r I -1 - - -, a', I 11 I I � *Porodditional Installation spocifications,see Rim Boa W t13 -For additional installation specificattonssiee Rim Bl I I I, - I I I I . * I � '­ I .11, I . t �� �, I V& V-6' 4-0' 61-M I - 1�w ,11-6v 74V 0-6* W41 ,,', ­�"I, " � 1 I 11 w �� ' I;, �1 I , "', , " ,,, I I A ;4�4 thr*66h"nii1eviilr,iiii�6��a4 , �' . I -11io 9 � : � ' , � I ­ 1) I Z I—I — _Et �?t � " I I 1. '.,,,, �, �,' ,� � 1- I � " w w w I Details and Installationin Weyerhaeuser Insteltation,Guide - 11 I '' 'J4"*"' %'Tim66r9tiind- , . ,'-TX'Mst*abwi1ft2 ' `*i0d(0;14rx3 , ; , f k i 1. � , � I "O" I �I I -1Y ' . rows I, � � I :ils. , -61 31A -V �-11 .­ -,- -M_Z-X-2"-Ir _4 JM",,, 10 Weyerhaeuter Installaffan,Guide lbr Ploorand Roof Fto&M,TJ-900 1. e ,� s4TPj�iffBoit'dbr or I i �,sfoc�lng " , _4,W 61 , — I I . . � I I ­ , _in 21 _fi�t "I � , .� I_ ,� , - ,'*,rialls;tt.6"6ft-wter.6n,ched 12W__ — , I I � krFlopr and Roof�Pramlng,TJ-9001.. � I p , ,,, �ot, , . V0 1 2W SW - . ,�'LSL,NallWiihl0d(0,1,31,"x3*)nMs.orv6eacb4t' - - , �, i one 1. � ,I . : , � _E4r 1'-O� ,2%W T-W *-6' " I I , � - I I - I - � � . I . . .. ; .1 I I ­top and: � 1, I. "I ,�Use 16d'(Q�13,51 9 3YZ")Aaft With al/2�:TJI* � �i ­.I �S60 7, V-6' Z�D' T-O' 4'-O* V4r I I - .. � 11 I c , I I . , , , I,i bottom flanae.'Nall to blocking Panel with , , - . -, -, , , - I I � � Ir-W 2-67 .31-V X E M I� . : I I , I , . ,, - �1'1 I ,,, '' I . I _§4 -M I " I ,�I I . I � bannbotfonsequivaterit to floor panel scheduler_ � 1:_ ` � ., 2,-," , ,,'.!' , . . - I . I , I 'M"I IlAr 7-61 "I , ,v4* "r-Ir , I V0 T 4��O. .��&! V-P� ; i, : I , ­ I I I 11 I . .1 I � , ­ joist flange wifti;� -__.� � I &-O'length of TJJ*joist 8.aaMe-t&' Max1M' um holelor I I%*,;, "j�,t'� ,I ': � �' ': f ., �." 1 �, .,. 11 I 1. I'll. �, I I ,,, - - 11 � � I .1 i: !, C 2,� , " . I , 1- .. I , " � I ­ .. I �, I : -110 V-Clf V-V I'-T,4- `70, ;r4r T4r ' I I 1W -4'-6* 2',Q�l 7�6' -6-* 12 , i � I - �i .1 , I I I , . 41�so-Ord IY4!.'f 0,4)�JIM60iiSirtihe ' � I I I I 11 I I * . 1� , . : ,� I I� F� I I �, I , I � 1. " .. . A�: � , 1: ­ , -0�' ,vv I V-0,�*�v �r_ol T�IP 610 11-V li-V 2'4r I X-T -L _� i I I reinfoircement and filler ,16'deitip blocking p4rieW 50diarritter .. ., I 11 " I " " - I � �� 210 , V — ,-9:L-§! '," .1 .1 I . . -­ ' '1111i 100,(0,43t' 1 i . I I . q. I­ 11 .1 " Z I I I I 1�1 2"---11-01 V-01—— 1-01 1 I ' � 4',r length of ,Ii"diameter tyleximuln hole for 117T- btock�Use 4'� maximum for blocking . .1 " . Atta nt id,J'O"si i'' , � I I i� i� . . . ; lye 1'.6r. Z-W Z-V Z-v, T-fi. V-W� 2W 1-3`6*1 6'A;' V DRAWING REVISIONS I I I I . � 11 1VZ ,L-SL NalfW X',�J nails, .. '- � I "I . 66 rote4 ,,, /1' ., O"Iength I . � ,ponals 1`1v � � I I I I � � I I , ,I ­ 1 $ .I. � 1. 4 ," , � .I 1 __384 vo r-W ­trg I ze �w V.p. r-0- o4 11-V '" V_T I*-a-I VAI & ,i , : %4"reinforcemb-tit " � / 1 ow, I 1 16'*deep blocking panofs�61 diameter wJth19X*and I I'Va"TJ?" , �doplorshorterlhanlrlong, ,, e a bottom lianbo, I I i with dne 8d�0,131"x,Z2* ., .., , I , I I � . . , I 11 I I I I I I I I . I . �, ro� 2--r V-0,I 41-W V-V . V_1r 1 AJ�11 T�6" je-T 7' 11 � I , 'Mum ho*tot on one side at E2, , �.Danotoutfla' i , . ,_ � ',AttPch rein forcement to joist ' , � ' 'nail at-400 ch corner , , I I ii�. I I �.Fi ap,plie 4 , , I I I I T. 1_74*_� _ _r!� � —-M J�E A NO. DATE REVISION it' i ; , 8"idlarrielermaxt , I -, ) , � _ , - ".�, - — I Wet)s nars -I ,maximum for blocking,panels 9V joists. / , I . � 11 nps- ' 'I ' - I I I.,'I.,, I Q . I . I , �, � . I , V 01 111 0. ro-1 " 1W 2'-(r 3-C' 64' 11.0* — V-T, 2%0' V-W 41 1 1 efth , Wla" I W deep blocking paneft;, , I I I 'With one 84(0,1311'x Z!2*�, , '1� � I ,urifformly- , : �, 1, "I. � 121(1- 1 i I � I both sides at E3 ,. deep or shorter than 12'long. . , 1. , , , � .1 ­ I I I 11 ' I - HoriZuritalblo6king :, ' .�. � "-_ I . I ,. r4* .Z-W 17-r r-0* I Ve I_T _2W Z-V W-D* 4! 1 ; I I . Load from above required on both 6*diameter maximum for I � , :nal I . � I I � �11 "i :1 Z '.toidedJoitts ' , , _17 -W -& � � 11 . I 00,not cut fia", � 11 -Iya-T,f Rim 136ar'xf JV'or%",.' 141:each,corner .'.. , e panels between each- c- � : . 7 4r� 230 , I ?I T 2 Y�0' 4!-U' V I ;sidesatElt ,ONLY,- bloeWingponels 91�"deepor � I I I . . � � � I " .�'. " - . I _M__ , . TimberStrand'LISL Nall with ' .1 I : , I .1 . I I .,only. � I -61 2 ; I I I I � jolst.Nail thipp plate 01i.,� "' I I il I � ,so 7 1 : , ' � , ,� I I , I ­�, t I i I . t-4r 110* r-Lr T.D. ,r-r I s%v I yle ' , . I i ­­...�.....I...­- - 3 � : , I shorter than 12*long. I . 10d D.131*xW)naftone I 1V length of'/4"f ' ' connedtionsequivalenttd; " 1 woo i, , .,I . , "I 1P, . 1-�� . I 1 I,b'* _J�t T_ ­ I I � IYa'TX'Rim Board or IYe ' IY?ft eachat top And botlom�flarigiiI. � In ient on ; I . Root pool schedule., , ' �c backer , ,� ., I 1 6- 1 . -------" I Do not out flanges. 1. I � I , I "I I 0 1 �1, 1, � ,V-T �1,0 -74, TimberStrand"LSL.Nail with lod , I � , AtIE6�, I I I ,�,, I I I 1- I I , I I I I , �2118 �I..:LL Ir-W--Ir-T.�= _nk I 2,15,�Zk _aW_X 4 � * I � I I etide, � V (0.1 31"x 3")nails,one,each at ., - -Attach reinforcement to . " - I "both sides at E6 � � � � li",lettO�f%- ­ I .. ,` I I , � I I , I I �*�I _ -6. W . 1, � �.., � . , , . � 8,". "t :. : I N I , , 5 i I I 'Full - Ina slide �l` . � '� ' 30 vr I 1,�tr� .: I I_J�l . .mitwebwth,3("', � da�*, I I I I ,�Z: I . I Teirforcementor(o � � I, I 11 , AK 51 1. — I A , . top and bottom flange, I Z 11 , & '. � , l, '.�� � I I ,�� ,560 , 11-T I iw I r-go = 74r :r�w� .5-4r vr-r iw-(r T�o- :: � I I � I � 6 : - 110d(0�14W,x,r)rialls,at W' .VOWr19b6tWaP?I I "I I , . � I ., , . � ,- ... �I .1 � ,at E7,'both Wdesot E8 , I I I I - ... : � I -.11.,, , , , I I . I 1 . , :, , I I * I t � ,r", 11.11 ­ I � � ,-i Ir 7. W - ."�.',' , , , .1 , , " � -, -4* e 'r 10* I '12- *"%?, 110411 'I, ,I e, , 10" 14, , ffiforcoment ch ist ' I I - � I " I I � 11 Mi IMUM I - I I ch Pei . � . I # on-center,clinched.Use 2 !As ,�,A ' I L I � ,1� -1 .. �, I I I . I ­ I I . " 7 ­ 'a I I " - ; I I $i' , ,�, "I . , , ,� 11 : 14W V.6.� , -1 77-0. ' .1 ..I I . 360 VIV, Vrl, Eri in - - rows with gy,"Prto I 1%0,-� � , _ i t7j, I I I I , , , � , � to joist flange with . , � . -I 1 .>3 1 1 , S tltarl,v� � .11 , �11 I I ,I � I �, , , , i�Lm - I I .8d(01 31-x 2,1/2')nails at 6" . I . - 1 i�_ ,,sx,'t ,, , � ,_ .1 �;s than'$" `1� I ., I 1,I I � I 1". I. , . -, il I �, . ,,,,, ;, , " �1, , I'L-ir r-cr, 'rg gt(r 4'4r I r-T I 10- . ... 1, Vr I twl , Ili squash block. . I , " I I I t 1: .. , '� , 1 -6 ily,4.1 � " I � . � ". 8 i," � I I � ��I :Ti r,ill-AM4. -1 I I �, I I , I ," I ,"'.(:�;a I,,, , - I - TIFFE ENT - I . 1W r,v-I W.b.I , ...F 9 �_, . ; I I , N��Hii ,, " I I � I ;�RFO . ,_1 , .I 11 1. . I v i I I I � � � I ," , � � 1h"Tr Rim Board or � . �1 I WE13 4i , I r � _"_JXr . on-center.When rafntiorcirig �,-�, : , , I I . ; I I I � � ., , � , ,, '. �, , , ,i;(4 m� Face 9 I , ; I - , , � . I 1X*or I.V27TirriberStrand"LSL . I � I � I -- - yetnln�l4m, - - - , I . �", I I ''. I I I I ,110:11W 1W 1W . : .S t1s, Inknum squash blocks to 11_� 6 , 11 in .both sides,stagger nails. �a ,e . .. .. . � I I I , , , , % (C)s transfer I horizon I - 11, axi 11 ,i ,�� , , . 10 . I . I - I I I � , � , � !_ , '' I I I I I 11, I I . 11 I I ­ I . � � 'Stipljo " , , , lood around TJP joist -) Z U4 ,Not to r-us^e,with",k7l'?;ijifD ': "hantge w1dihs '' !­� i � I I . � I � .'' 1, - , I I 1�y`!,m `mdm'- r , i ?� , . �'"� -406thidd ,, - e , ,ndk)ifi� ;, , , , -rt , I I . I I I . � ,� I I .. � .: , 'T' Ald 6­��' , , late o C4 11 I � , � I I � , . 1, , til'_'�',, . . � I I � 11, '. ,0X*f6r1TJ10 T ,, ,'Naftfrig., ,I I Nail wittv 10d(0,1310 x 3 . I 1010t I I , I " . I — nalls,'One each at top and I I I I _11- ."."!-, , I- � . 1.­'. . , . . I , , U, 88 I , , I . 11�­ ,,, , I, ;Mil"ifouni dislarice fronit iid�e -11' side fAce of n st Iniiihiriediatei or ld: bottom flange. I I I 11 . . e '01 oni�4� �.06,560D) � - 1 1... I 6e tablo'V464.,� , . I 11 , � _,of.b.oIet4i..n earo � � EXTERIOR DECK ATTAC14MENT , I I �� � "I I I . I I , I I " I I I I I . I , � I ' .. .., I I I . I I . I I I 11 I _�11­i, I , , " 1 :12 1 1 1 " i . I I � . 'Isjo(stblO4"gthend "I ' ^,.1i 1. �, � � , " i I , ROUND 14 � UARE OR RECTANGU I . . ",App6isobtfoor ' I I TJ ,` , :i��6�t* nor�606�0 eii f, , ., I ',.1� 11 ': "", � i . ,� JO ST , 1. I ,OLE SIZE' ­ I so � " � bJockS'JtStaIIPdLgt � c , �, 111, ! , , , �� I.... ANTTft �T4�", � � q en -,spon . � - .- _­ , I . , r - I :; sr, s%- I r, ,w,I,it­I.ir I,1r -�J �r , w . e : Structural W "�rsiheathing ' � I . . A Joist . . I 'See table below.,' ',',' " I , . I 1'16�tlrit­toad-tt�' li,- __, , , I ; , a7 ,,3, I w ,, I , " I � � I � adhosivo to all � 4 abcvei aitd ito ii*prt, , , , — -. THIS APPLICATION IS APPROVED ONLY FOR WORK ,- ,- . - . Flush beating plate required. Flashing ,, I I I ,� . I 'In , * , �1_ 7, I 16W,Instill wah4fibilterlight fli lop'flang ! , � �2-. ''Illo'.", 'rg Z-vl 7-6, 'r-d* 7'.W 1 , I I I 1*-ir Z-VIV-Iri's-4. V-6. , I I ' I I, n . I Z I , ,16catto 5 U51119 ' , .­ i Z 1. I � � , , , I � &�- I t� m L& .. . .11 �&_ 2'-(r� T4r I W�b-I 60 ,r-W I ba a minhirium of 60% . . I I - . I 1, I I � � I I., -,--Tt ,_ � - - -- _'117-0- 2-IS,-M-M L-.W- INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL n uaffgei�ftefghtroust , Double'rJI*461st Filter glo* Hanger Backer Blockt Install tight I Maxi1MUMY4"0VeftT1g I I cd toctszlrf�),cos , I I , , - i - �, - ,-. I . hiiii- , atbottotdildrige ,b, ,'' 1 - . i 11 I I I h4b'6d(0.11 3"x 2-,V2") 0 ,1, , , ,, , ; �OK ,"':210- . � _ � 1, I . I I *. '. 2w sw� ,w-6-16--ir -r-w � . . :,orJaw 11opo Attach per the table,Clinch to top flange itight to bottom . � permitted at beam. rreated 2x� , ,I - `4iails or', � I . I. I � _ , , " , , , i? _"a " 'ZV1 r-01 �r_fr .6� 0417 ,�� _ . . OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I , �1 :, ­ !" I � , , , I . .1 I mum Web ' '- ,NAilln Re"Irements _­ ,,, ; ',, -' ­ � . I I I N. � ,� I - : I I I "I Tjl�'�Oistie-rlos�: I Numl r Wills , ,' -' " --, -� - 0sft­T3'r V-01 . TO BE CONSIDERED AS EITHER BEING APPROVED OR IN , 11 nge With face mount harigers� I ., 1 ,49V '2rz sc , M . I ails when possible. I , I I 1�� . . I "I-.;�,�, I , 1 360 — In ledgir rew§,'� ­� , , .�_�nt 4,4y 11 � I ,Clinch nails When possible. �_`4 Sfiofaitiner , - 1, , ',�51_11' I W-61 i . I 00 "�,� stiffenor'st, - , ,' I" * ," , � ,, , , - I ' . I . I , 1TJ*Pjr6,8 - N-�y I ''I I � i � � I I 1), " � '' � '',��, : I I ,'%77� I 'i,��1��ttiedlato ,, ' � ,' , ;,,, 1-W Llz�r *01 7_61 _X PLICABLE CODES. . I I ,table below,Mainti ", - lye oPMbrIN , ,,, I I � ­ 9 I I .I �I I . I I '11�. I I . "I I I I " � --or W TimberStrand* WL.� 11 �, . I I I " I" , ilia, , I , % , �__­ ! " � 1, � - 1, " �" )�* - M- �� I -1 r4r 7_011LML4%V - . I ; "I ii. � . I I . -NJ � , �',x 2%eh(11, ��. I I I i , i , V 1. ,, '��,8 . I I i I � ." 2--ril r4rk I-T,s* tr W 3!4r Ify-0, . &4r. _9-6* ..F I � I i Imlinim 1, I I I � , I � i , I i Fall " '; i" , "I I ,2'distande Imlinim . . - I I " 11 � I I _=_M_7Zt___ I I., . I I � I 1 '210 , ! �- I . I I � I I , , , , Aw" ,Z -lt�011 I . . 1 7V 3.8' StO' r-W : � " "Ail , " W* . . , :, 7�4 1 1 TOPMOUnt I I , . I . . A ,- , �11SII.l,� ,W,x1 jr(l)'' 1, 1113"k,7 I I i , , _V _1M ,edge ofledoor to* 1`1 � I . I , � X. -M_ec J�m _Z I I hein&t I I 1, . ;� . 46S- ,Y), . I I I 'A I "I '50_ "M :r-O* -7 4* 4)* O�� -� I I . � � 1. I - I I , I , 21/t "fil, � . I _I �,I i"i ,I� , , � Ir-C : � 1 TO 4W 610" W-01 40-0* ill , � - I I 11 �­ I- 11 I I 1� � I I I I 1. bLilon*2- ,Z30&tta' I , . I _ I , I � I , "I I I r I" � � jM _L_ I . � 4 � : , k — . / 4 , ,, ­ 1, Fastener AllowabfWe Lona (lbsthol 2x_strappinq inttikllodaf)� -1 I " � t .. P . . I I I � ­1, 110 % VV V-4� '1141' 41& 210 ZIP 4�O - I 110 -110 I T& 2*41 1 . r " q I .1 : 160 � i 4 , I � 4W 1 -9-01 61 . ,t,,'�k Backe block . � ." . I 1� . I .�56 ! % � I 1 210 1 111�01 1*V 11.0* 1r4r ZV I ­ r4r i,-Or,: 2,-W, T�S, V& 'r I t �, � � %'Through � 11, 6 . i ,,#t a 4' : "2)�*I, , , ,i, . I � � " j J, , I. " � , S-V 1_6�,O�c— I Consultants: � i mount . I I " ' bolt , I S-S n locations using two I I 1; � I 1% I I , .11 I I... � ,, ,fe.;- V,O* 1'.d* IT4* ,V�bn *4' oV* ? I . . . .. _ � I. � I I . h � � both sides of web . I I - Rim Board M�Wrlai Ir lag b�ft X-Throughbolt 'withAtr8paco I I.;; � I 0 P W , . . I f0avkA�Y; I I -Ine , _=— I I-__§�t 121�t_�._�t_w__j�r vw -____ _ I I . I ��,�_ . :V�"tscre SPerloist,typical- , , � .. — —2:0- S I I . �Wlh—single TJ141olst � Ti�RIMBoard M 480 695 1, ­ I I . I 18", i � , �, 1- I ,� %1' . T4 4 , -, "., .1, � � ' ' 388 - V0, Vo "If 31-W 5'0 V-01 aw 12w, " X-V 4*,C* $,'�61 � 4* Iq � 4 ., � ,� , - . .1m,- -- -___ � I . I � . I -, 1�' � - - isd '%% ­� , V4 - 11�01 -I ffl�g- .. I ,, I I 11 . . .,,�.. � .1 �,z , `ii - .-:5 11$1 1, " I I I I� . 725 - , ,1, .1 � % I , .� . I 11 ,� - 1W 1W Surveyor: _N1 I I 1%4"Timbeitiifi�e LSL 10610 Dist'll) I I I I � Option*3: . � " . 20 � , , i I ,%" I - -__-_- � 11 �, - I 1. I I t .- , v�13!r"q .'�11 , '!i , �, _�i10 -tw .J�L -.a# rg ,1W 'rg �sl _r '11V -a* ,� . 4 , i d only . Timborsuvridlt Ls i 71, - Directly appliekicelft -.;,"-.,�, , ; �. 22'N: . , 'lei'' "i I 1, ! �, . V � ��_J�� I* ,.; , Web Stiffeners required If sides of .1111, With top mount haingiers,lbaciker bio4 re4uht � L I ... 675 '. I � I � , I I I, I ! ,, �600, .i. . ,,20#1 � i . � " � f. er . ­ I . I 1111� I I lh� I � - J " � ''I , , � , ,,, I li, 1. ',�� __ I ' � %-i Im - Y4&. Y&, 11 V-011�X__r 1�.TAIM _1��1.1"4141 Aw. , * �, : hang 'do ridtltiteral)y$WPM at . . [�2) for downward loads,exceedIng 250 lbs or for uplift (1)Commion-realsionflasteners retlood W wet-service applit*tions, I � ­ I . . 1 _241161] ­�',' ­�­_,­_ I -11-1--- � � ,,,6 : � '13, .*..� I '. *v I 1 230 , y�a, T-4, ,4, 4*�w T�r --iw 1,&L.7-S' .. I 1. I Wof TJO"joist top flange -fM 076?2. � I I - n �' . � ", I I %; . 1111V�o I 1%,ir .. - P.O. Box 153 . I I ge 5,tj- i� (2)Allowatito load detaimined in adtordariee4ftAS ' V 1)PSI brP$2sheathing,Aacegral vorficall� - %, %,.%_ � I I I I� I - 1�. I, I 1Z , , (�) least 46ndittons.For nailing requirements see pa 8 1: I , I I . I sl:, Whith s�iicifted on the lik64,'one i�t ,, - � i '' . 110 (J" e �U- . � - ""'i, _ - , � I., I '' I I -M -E-6-ImT llxc- . : the brAcing opffons,ab�vo Is required ,'­ 1 . % '.l(2 , �, , , 1, -, � 'r-T 4,� *. IK�," - - Aquebogue, NY 11931 9001,Weyerhaeuser Installaflon Guide for ftor and I � (3)IY;`Tf,ki I m Board Is aibvmd with,joist depttis,0611,ortly� I I I I I I )Cortatrudon4rtdo or better, , . -: ' ., I . : . � r '(4)MagirriM%*,�sfiirnrried air VOW I I .1 I I I I � _ 11 11 -1 . . '. . I. 43)Web Stiffeners are atwz�s 'ir-iiid�i,�*J�i ,�O ....... _ 11 I ­ ., , I I I A . � �, ,.,. 11 I I .11 . . I I 11 e, Roof Fmmf#)#,T , , ., 1 2- 1144*- . . . � I 1 J-9001. . . I _LmqufW fqr , - I I. �. ,,�r ,�r 'r,I.,r 10- 11 14wv - ,4* ! ,v�j , -F, '04 'i ,io, t . — � . "I -, 11 I I I � I I I I . , ­ � I I 111 .1 I ' 'I''. . �7 11 r, 11: ,,,, , ... Z ! . I I - � 11 � I , ..V 1. . I � �': I . 'FASTENING of FLOOR PANELS � I 11" '.. I : ,�. 11 " , I � . I �I i, �_r-T ;7� IT-W li�. I � 1*0* , 40 f'o 1?14* 1 'BEAM DETAILS . i. � " " I r I � �. I .� '' I �1. �"_ , � . . 1 _1 O&O, . . Guldollnos for Closest On-centOr Stating perlRow 11 11 "I I 11 I I I ,,oiLLER,4'i�j�13ACi(tR,13Lt)CK'SIZES I'll ­ I " 1- ; . ,. I I- . I "...-I 1, I I I -� ,,j�* I cr I I __ I . I1-.O* M*1 V-4v im I I I I - 11 - -.,-- ,-,-- ­-,-.-- .� �. -Y-T ,1*0 zir , me. I .;4- . � - Tjrv)m I I I I I � , , � , Structural Engineer: � I - - - - - " - � -Z r-(r 1--p. A- * I 11 ) _ , . I I ,1. , ,Rint Board . � q ­Tji"Joisft '111, �, " 110 � I I I I"�210 � , ­; __1�2306ruo 1. ��3" " �� ,,, , -isse", " : i� r .0 11 I I - I 1%" � I I I -1 I ­ . I I moo ,i, , 1EE I I'll - I J,�q �4 4�.,* � . 7 EA � 'BEARING AT � ' U0 and nrfter$ft=d*L$L '11ifirttlerstratiOLSL � , � I . Alex Spyrou I �' I ,Nail 81;M 1116 �16, 'y -1 :loeoill, , , 9%*�111%1 i4ft4r, ,9%-.�j'New 40-lo?"' 0K1j%-1 144.is- ,10-4o- i ,if- " 1-i�'416.' 4111.26- -1"4- ' � ,..119qowquf�rho "qnf0r4V4*4ft, , - OOR 6 ',MTOBEAM , I I iPSL I %, " �, . % I .. .. . I§EARING FOR D' 10 mtcrolla�riIIF ftallon"' y�lr -0. - -- - W�fL� �4,*- MRINGATWALL . -1 and,230 , ,M - nllaf.d—�Jyp -� i or widee LVL � � I I I , i 1, I i_ , _ . I 11 1, 1, " - - I I I � . ,, I � � I '' I I OR MNDOW HEADER ,CONNECTION _ 4 1 -1 ­­ I 1. � I I I I .. . I I � . I I I I � - � I �* Lsavog*�of Web(MinhUm)#(top bo"of hotiL,00 Not vA Joist flanges, , I I - AES Engineering I I ,1Ys"TJ"RimBoWd& Strap pa�code I I . I I Sd(0.1131 x 2Y21),$d(0.1 31",x ZVI 4', r , 6" ` : 4"' 1 �,3,w 3.� . A!', 4* 'k"lei 810 f . � .,"2,#, Z2X6,+W" -�Iwp � Uo, FoA*-y4-X 16'- '� �4 'TaM6sar#tos6dptiunff�xrn"tW#s',Indurmnidetagnth*A�fe."- ' ,, ,, '%' 11. . , I if top Plato I I I � ck") , 2x8�%,i, 2xetv 2x8+Y1! 2XI2+V . �!Wq,' . I... I I I 1 . . I Iod(o.j4a-x 3-�17d(OA48-x�Yi-) 4*M � , 4"M- I �" I 4w , %., , , i * 1. 11 I I 'Mi ' 630 Fifth Avenue, Suite 2000 1 , ,, I I - — � % M9tsIIH2) ,' � 11,124 f � ,I,1,X.1, z 0 1 eathtng shoe"na 00athir* 511o8thing 6heON1110 i ',W'',, ,_2K8-� '20i, ', Sheatthifig � ,+, -1 Fbf�afkripl,�'tipom Wtt6nh4mhvnft­�Id6dsd , lyr or I,V,7 Timber-Siranidt' Is not,olintibuous over !� ­ I . a* 41 z 1` . � S* a, � ­ .. + , m L jotshi U%W in piiW.64t sppi 04 t4ft6i�le" i — . , io, :F--7[— _ W) 17 � 714) , 1171 � rol' ' . I , ". - the ' ,span provided Itiot no otttiir Was acturin the joist +- ­ , I I", , ," L head�r i I I '16it 1424x 11%2")� , - .I I ,6* I . I oexlv�t%* 2x6+W 2x1U*2,2- I � ': " � at the center of ]pw I 1. I :1 ' 1 A � I 6* 1 � I I ,L.:124-'� ' '2xI0,' �Not- I I i0able I )- % � � �11 1.�I� .1 I I 11 ,. ., 11, � I",, � .I I.., ,� +..., I I I , ,L or blocking fat lateral I � "carkov6or Filler 1 414*torig I 6 I'll, sriesurng anitarnmg armathing applicable � . . � I . ., � I 4 I - I I -1 I � ", ", . � I I 11,� . New York, New York f I "Y ' '.0"1060 4',iVlorig I V�� tuft, - -support i 0118;�,,�, iik;�a­pi% -, , -, � ; I - - . A ,p I (1),Stogger nails when uskV V on-cordersppcing and maintain Ya"joW and parlat adgo distattce,Ono raw of fasteners Is permitted(two at Zufflng � ,,, '1loPla"I ,� � ­ I I �, I 11 I I % � � ", - "I � � I 0anel edges)for dlaphiragnts.'Fasterieripacirg fbrTX4Jotsts In.diaphr � 6f 11 I � . 1% . .''. , ""' 641.... J1 , , , , — I' ll I ­­­­ I � "� .At,LOWAB'M HOLES,;e Headeft'*1&Boah �, I + I I � 11 agm appliqationstanirpt ttitiess;than shown in tpb�e,Whori,fasteAerraing I , Backer Black 110, i I `, I �� . , I � , , �� I " , , -k, � . , ' HER'S Rater: i: . '`4 , I � ." I I I I . . iffil , . I 1, . t A 108tall F1 I ,,Iii�ur% , 'V I�Al' Z,ii'': , V*�r -,:1.65E Tit�b'et6tran'40,t'$L,14"e'Sa'et�'t'.ti6d,�B'6iM'6"-�;' ­ ' %`�� : �! Plato is not cl)ntlnuom I I litoding 19 tfts Wn"eing tho�"vitlove,recI[origuteflitoci0q mustba used in NouotTjl*�Wists�,- �� I � rwo . , . (2)F-ornon-di�spfuegmaWcations,*u igerows bf1slatonersard pormittaTifft loft am aftetal Idirst'%oandstagg6red. ,+. I V �"or 142) I I I .. ��: i ." I. . I , . . . I I , 1� " Tom Baccarella ­ " I , ! . i � , ,� . ;ttisoffho 1% I I . t, ., , 'k, � � Stmp per mle 4 top , I - . I I , I I ,I 3/rbr "', - 'Tertri-,Not' , � � . : ,:,�xs" I, - ,2 kjiiia�,bf" ,,,," I I I I over ODIUM" I I � . 1 P)With 10d(0.148'x IV)notts,spacing can be redutedlo 3�on-conter ftw light gauge stool straps.-, , - :­ - I � I I I n __�_�_] "I, , I I I -1 I I I �! - :,:'' . . � I � 11 TO... mount I I I I � ,F[Iler � I Tbd(&I ' I �� I 18d!9J3VXJry i, , � . I r j -gast* ,� "' I * . �1 1 4 k4)Can be mduced to 5'ori-ceMor iftiall penetration into#*naffow edge it 0o yrkft1h6tfW.(t6 Minirrift6tplitting), , � i kall stag — 1 2W x T) ,. , I * . _o*y0MTffitIrli1* I % I � I NY Building Technology Group % � - . .. I d(O-128"sW) , � *"',� , �'?, �,"", ,,," I . .� I . : I ; . � nger (5)Canto rodumd to 4!f'6n­oWelrff mil penetratiorlinto the narrow edge to tic momitton 1%4'(t&ffifPIM�ze splitting); I " 'Backer -_,i�,__­ ­­t , �I,,, '_-L ,'_ �­', ,,�__ , ,___�_, ­, "''. - , ­­ ,---"-'IQ _, I a6r6, � ,�t , ,, ­ . . , . I ., ^�-i1% , ; ­ ,� , . I ' % . . I �...... I � �, : ,� .� '64 , I I I I I . ' " I I - ---- 11 , I 1, ", 11 , : 'Aitl;�Wlbl C016 'Rbco Mount ,.Protect untroated I I I ,,,f4itl; _ �rller., � ,<" -++ - ­­1-1 -­­- "�10*sldfto t :, , ,isei6sl& 2$1 owlh bld& �, �, ]i --V"- � i � ,_1 �, /,� ' ­ .. 11 159 Route 25A : , I ' J6)Ca0boI*dui�,-d toV2*0"er)t6r4bJWPMetrar(o6 hitothe narroweftols no morelliall IN4,11001mizesplittin), - 11, I 11 I 1-1 . I -, I ... � I I I �I � . ' . � I I I , ,,` % - I wood from direct 'AlRecommended raitifto i6 Ir b InfiaW#r4Wo"wtotaK"VparWvd 4s sup�r!Wd , � I �?��; , . ­� 11 '1111-11-1-1- I - _", 11 .� �, I I ­- 11 "I "f, Building 1, Suite B 11 hanger 0-1:011W I gej FaOerlft tel;direrobnts on origine"d draw I I -1 . .1 �,,,: ,.t. , I i� " , , . .. I I I .1 , � , % I . , � I I I I ,le-1%1, '. 1, � . - "� �', , : -is�, I ,_J�,- ''. -1, . . �� i I I _­;___ 11 _�_ _, ;�-'," &,, . .L �, �, + I . I 1+ ­. I -, - -" - ." .. % ,� I "is I I � , �_ �__ I I � I Miller Place, NY 11764 ". � , . . . I , ,�� . I I p , ­ .� I , , ; ner0te -I*Makimumnaltspoclng'fo,rTJrlowgis,ieo��nt�r., .1 I .1 + ''�F- �-, ..I I, ­ , . I . I I- I� -­-I � I I _�� - I � .1 - -,'�', - -,�, %, , � � . iell"`--, ,I I ,� I I " , 1, - ­ - , . . I % I % I, Quaint __;;� I � , � " ,� I I Contact with �Ireoorttiritondaflors listed above, I � Itym � 7, I I " I �, I ,,, . .1 1z LI I tee,cutTgntWeyerhaeuser i I L4 I cc a 14,go�staples rwbe Substituted ­ � . � I , . I wdotaWJWiirorWbdtkwbIv*% ,I I �� � �_Id I.. i...��, .1 I'� I,I '.,__ I %% �I.,. , 1. 1, . I I ,i � � '11_� literature,for franitnig connectors, , 111_�' ImTOtwntrntzeWlWno,"f6tMno-d§6iits"�ftdmWs*"ofZ�xO-A&nieet'6f,%'I,'Jhh~IS greater. I 1. . I I I .� ­' .. I . "I . . , I w � �� " '. " 't . . 11.5! t&,8d(o,iirx,z$�IrMSIM14wmpenei,m�a�of,l%-Ihto,IMTJ("�jd.slor�rotoard�ssechie��,�- , , j iol;rotiA irr,401=lfl."Idw"zl,41%",**,=:,P%Ildoll�.t� ". ,f" I , . "I 11 . , , % I ; 8 -8 11 IdA'Z'n" = forftrbl<;Ckft)� � , ,� 1 4, � � . I . I ". i(2)CInch tali s whary 00sVille.� , I " ,� , , '. ,,,,� e , ""'. ­­, - " .1 ­ . I I '. I � , ­­ . I � -I I% I I , I 1.11 I �. I '. , � L 1, I�,W I � I I '.­ � , , I I. . ­­ ".. I _ . I � I j, I . ­,%, . .. - . ­ . I � � I � i � r VIiiindstaggarod, ­ - ,-­ , ,-,, , - " , " " ­ I . 1� . , % � � ,+ I ,� ': , . . � I � , I r C I . �ii,Na't;mro",mu�st,botibttatl6vA , , " I % - , � � : , i . . � .I I '. I I � . � I � �1� + I I 1. I �, I % ; . I . - ," I . iv I i � .�, � I I . I �"; , i I i I 11 � I I �_ " . , ., : ; I I I . .- is F4orll recorritimdoil flailing,and adhesives, -F ,be 2 of ft Myeh�aewser,?"46W�tade hr rhm�, , -11"1"":.11"I", ­­,­ , , , . � , , i I I � . I � I %. I I u4W AiLA,nbfjptcmmEmci�Irtc*l.s,tii,pe . I . . I I ­," , .. : I � �, �, , , , , , , I � � t I 1� , . �, 1 , . , I I � . 'T'J'901; , I I - I I I I - 1 � I I I I I I , � . I'� a xl I I'll , I I .. i I I % -, I ,, !_ *nd:R6ofFreM1ng. % . I I ­­� � �L , 4, . , , . % I I � I I , ' I . �% % I i , �� , . '. � i�X , , � ,+ f. I — e -Lbaded'Boams , I I I . I I - I I I � � "I . � . . I _+ " I - 015,65,1 . "', " _ . Z , ? �!+' 1, � 11 � % �� . I " � �, I , notfbe letbraly'supporteo ST, � i I I I �. ",I: ' I I , ­' , 3 t . ��, , � ! VultilPle Member Connictions for.Top, I I 11 _ ­ 9 i I��., - �� . . ­ . �� % I 0 " - I . I I . I " z�� " , , � ' 11 , ; � ill : ; I � � I � � . ' I I I %� I � I ­ . 1 I , %11 I "I � I., . � . -0,11 I . p I : I Fastener Installation kaq4tiromerift .1 % I � I I 4�cantlfevef ana end be ,I % I %�, ��, '. "' I 1 I Fir] gs by'blockins" 'I', 'i" I � , 1 C � I ­ �. ': % ", .��- I � I I � " . . .I . .. , � I . �i . I I " �, " 1 . : I I I � I Ir. � el ii ,� I . ,Si" -*of , , , ", I ;-.hangers,or'direct attachffienttcf�% f � - � ,�dertemi Nbtd� , I I � ; � Fastener i I 11 IrJ&joist floor traffilag doe$` I : ""I'll, I'S i I APOnal's __ I - � I I ,,,� - I , 1, ,;_ �t,, I I , Plecii, . I 0� . I I � I I I ,U� , I �, I_, rim Ward or t. I St I �I " 11 I ,, ," �,� ", '1% It % .11­ 11 Architect of Record: .11 I i bearrimm 11 I . � . ' Width Rlies Type", Min.Length #Rows I O,C,Spacing 'Location Whenfasteners are required,on both 1 41' 1 1 ,not*61'ro bridging,or I ,% , - I I'<-- --- ­ k, +". " f ! I . I �.:Affaww holtizoni su"1jirboadeii,00 *I 11 I I , I I ...) I I - '' I I 'i, >�_,11 I . ", " ­�,­+ +1, . .. I. .. 111. . - titiff*"'ihiwtw��'ttitod'ioiftinywhoi*aforige4660t�ii.,, �, I . I I ­ " I I f : �, I , i : I i4 .. ., I 11 , I � " , , � , I "I I 1 3,4 , . sides,Stagger fasteners on the second . I , , I Oq-!�Ogh bfqc�lrlg,� I I I I I .1 1, :: . . " - I BEARING AT 10d Moog , 3� . I I , � *�.- - ,� 1. . � , , I , I .1 ,� . � I � � , " I I, 11'.1, " �i �, i`, � , , , ; . ee - � . � side so they fall halfway between I I . I . I � I �, 1, I I, � � I I,",� .'' I 0, ., � , % �* 000(4holoir", I­ .1 � I '. 1, I I . r" I ., ; : ,3y# '12" ,�i I 1, I I 1. I , - __ ­ � --q � I , . ISAAC - RAE � , 4 2�2� 1 1 �­ I % 11 . % �, . � COLUMN 2 12d-16d nails One side fasteners on the first side, I Z '. I I '-1 �1_-.+ I I 11� . �1. � I I I �,�', �, I I � � ." _*�""`!r`"`a or tam-in*0nk#1rI"Qk;M 1i ,- I . i I , . J .. I 1- 1 _1 '1+1 11 ., . �, �: �� , �, i , . I . . % . I � � . �; , . . ii I " - , " � . " , .. � � � Screws 3%-br V�� ,2 24' � I I I, " " , I � " , i � � 0 4,�el,, ,�,:, . �i,,I.;, , , ,, , � " " �`, ; I 1 430 Main Street �� : . � I I i, ," i F , % '­Ii�`< 4 _ �'­ % I I . I I � 11 � I , , , ,�-, � � .11 1-1, . _ __ I 1. I . 1 - ­­ :i , 11, I I % , ­ I 1: 1"." J ,��Xnerl rus JollstFA"iddMand 136Mi",� ' I �, �� � "I I � I I 1 Od nab T , . I I ��, . I I I ; - , , I" � I � f I : , - _ � i ­. . ­ ",,,, I � ,. 2nd floor � � I I � ,3m � , Z . I I I I 1! I I . , I I I'll '.'%' �� %�, 4" � , "� " ,,, " %, . I 11 ' � I � � . I I + 120 � Both sides � I ", I � 11 11 b Wj;A '' I �� I ­ � 00 Norbavet � .11 .. , . %1� . I I " , .. . " ,,,,�, -1"',- '%� , I mt�ftnf�tvL" ,,* +,% . . 't I I I I . . I 'WOOTI)iDlote -. lv­ �­, , � 11 r '� " � 3 1 � � � . I , , t�,) � 11tib kat, ­ , "I % ', ­ Greenport NY 1 1 944 1 12d.16d nails 13 ye 211, 1 vld,�Iw,,- , .-, -�`,­� , ` ,, i I-I � �,_­0 i � I 'beyond inside face*fwW*11-'- I 1.11 I � -, � I 13/. . I ; 1, . "I I 11 I I � " " 11 f, "I'll, %,�. : I .3ETIrffl§rsVarW, .'arkt Par'Wtiiitie ffsL,,, , I , . I ; . t 1 14 ,2 ,� crow . I� .I . � . ., � .- , , i��;00 bdoors beyond'the roode�,* , : f �I,,stm)teii:I4 , ", %%,tiWo,.Xbn#- ,�," , ,I_ , X�d - OvVe 11' ' A-_,- . Contact; Isaac Clay Coffey R.A. �i � I , , , . " . : I I I , , � .. K�#�' nfembee.'� t ! i I,,- , ' ' .'' , " ,;N�� , I 't ,I ­ .]1611I*6*lm 'I 11 ., , : .I � - - I � 3%ft bt 3h" Both sides- entire beam width.Otherwise,use . . I I . % � t ,1) - , �_ I ,� - - " � 1, I - 1, I I Screws r 24" . Uvau Must be,applied liverdy a' '' ' . I-� -, el , - ", �� .1 . 1, I - - , I+1 , � � : I I I '. _ %,, I—- �', ,T�, ,%­, 7 � .,,-,- I V % -,I.,.1�_ _,�il , � -1 .. , . , , ,� -'\' � I � I :le ,, , ,,,� , � � �,�_ , � _r -.1.­�, , I 1-1 � � %, ­ . " I _ . NYS LIC#039767 � I � . , � I I I , ,�, veftiporumn tarlacity � lodnallsl,v , , �" 3m I connections,for side­16ad6d boarft. 11. . I .. - . .��, . ­ $ 1 - r � ­ I %i % " I �! — ­ , I :t' One Side � . I .; . ,� - �0 I, I , � e� .I I I i �-1� .:!`,��L_,"�,­11 �� �, - , ,I�. '. I_ _1�_­,%"��' �� :1 � 'and beam bearing — I .1, ", " �' 11 �, 1, � � : � ., -, r - _2�. ­ I I . (p6r ply) : I . I . 11 I � - ­. - I . I tongth.-See current I _IZU_1VUL"dIl5­ 13 4 1 - � . '. I � .I I � 11 I ,� .I � �, � 1, � Id 7 �11 .11'' , - - I .I 11 T. 347-276-6093 E. clay@isaac-rae.com I � . - .I . P 1 , I L,10 t -I- il -4 5__,____� 1- i , 't- �_I� �, 4 U5 , 5"or 6" a oth sides I . . . .� % , I 11 + f .I . . � ; .V � , �-_,�_. � I � I . , t I-� ,,, i .-,,,-�, - "- , ­,� � Screws 1 ,2 �4` 11^�, Multiple pieces can be nailed fir boltedlog6their to, .TJI I�., .,� . � I � ,` t ­ ," : .­ I "I 1-1 . , , , I, I—_ � I . — ., % I , '' I , � I . -, ".­ � - ,, I I One side *red size,up to A - � �I I + Q - 0 t%*, ', " , , ., I _: I I 1 IM64'sm" Project: 1! 6/� I . � � I I � ,,,, . Weyiarhaduter Iftratum. i I , , % . � . ,,++, 4 + I : I ,I.VL,*Id ""' I, � , '�-,`,bt� I I , � �' . JW1; '", %-- I ,17 1'� . ,, + 6 �, % � I I I *rim iofit .,. , - , � 1 -6 J form a header or b6am ofthe roqui . I .I 1�1_ " �- I I . i � ... : , � � , . I I ,I I � � .. : I I. " I ' ..I ­PP4!arePSL, . ,- both sides -,� Idth of 7' 1 e 11 I',' , , , , I I % - '"of I 5"or Iv " ,,� ,maximum wil �. I I : I . I ,d �,,X., -_Board ot ,,� ,, : + "�I I, " ,, - I ­­ I , � ; , � � I , �: _effo,hwh6lozoo:- , . , � , I . I 1, I �, - One side I � I " , , ,1 rand'OL.I i I � ­ � � 1. i I . . 3Y,,' ,2 6 41�- 1 . � , ,,X",&'i Y2*TimberSt.r. ' � " ) .1 I I . % - ; , I , i , : I . 1 , I � " , ' '. . 11 � � " 1. 11 I � I % r � I EAST MARION . ­ - �. � i - . - I I ,Vbbits �I .8 I 2 j L�Z__)J I I � . � �, I I I 1, I � � % .1 � .1 I i: ; ':+� ,, , , , " , 1"*"4x . I � i , � i I _J , 11 � �f 1. I 11 . ",. :I , , -1�I I �11 , , �, t� ) ______ , , I . I -..I-,- I—" - I- i" . - I I = , I . 11 :11�,­ � - � � I � �I" .­�. " I I I � , I � �.. . � I . I - I 1-111�Yl "+ I I I nrilborstarIft ilowed tole zone , ' ' ­� � 1) : � J1)10dPaItsbre0,128*diam#ter;12d-16d,ngits6ri�0_,,,148*-'0.162"diamdter,,t.aews,6r6-�§os,sDw,USPWS,drTmssLOK* % � ii 11 ­."', � " T I ": , � � " � I i . I .,I I I � L,��) '1� � .� I I I i 325 Bay Avenue, East Marion, NY I IMN . " . i �14, , ,� ", ,�.. %- 11 " I" I � 11 �i i. .+,,,� , � �� COLUMN DETAIL ,12)Ari additional tqWof`ndlIsJsreqWin§d With irlept6s,of`14�or"tor. . I � � , � 11% "f �. � I '. i � , , I C I , 0 . . I __1�11 I - -H1 " , . I 11 � " , "I ��11 I , - I, . I � :, I� : �1 I I � ' I __ 13)When',00mridtfirig 4-ply Members,nail each ply to the other and offset nail rows by 2"tr6m the rows in"ply below. I I - I " I 11 ,; : I " � 6 btft�F'� , I.- I'll 1� i . �. ,­ : .,,i,,, � � I . I I I . : " I " I I _f I I 11 , :%t- ���'I ,i'. "'i �: . , , �; ' I I I , I "_.� ­ I I ­ I I � 11 '.1 I I I � ,�',' "'' —�6'-' '`�_�d ;;iJ liloim�,,Wlth unitom load-.;nq�- ;: . .�' I � ",,,, ,� All�w . . . 11 I I � 11 4 . ed h6i;." I 1. I . BEAM ON I , I � , � - , .,_ 11- -1,, __1 "I �,, I- . ''I, I , , /I ­ . Project No.: 1, ­ 11 , , � . ­ , i .I � . I ___-1. I __ 1, -, . " � ;fk*floles�;Xq . 'le ", 1:�_ I I . COLUMN CAP I NAILING AT 13EARING(FLOOR) 1, I � I I " , . I I I I �I I �I L5 I - , I + I -1 � . I 11 �, , , Iro POM1166 Mlcarifllilv"., " * " . . I R-02 � . I I I . I I - ,`�� % I ! f .% -, � '­­ , ,_­ ,� i. I ".�" .,1; � :, . 11 -I I TJI@ Joist to sea:,ng Plat, Squasb'1316cks to TJI0 Jolsi I I ., I . % , . , �,i I .� ­ _'. .1� ­ I � ­ 1� �, . , i I I Vm . 1 �� , " , , , " _ , "­�_��� . 11 I I I I I . � . I . I "I "I I *N'" , , 11 0��Iri:smk 0A , IYe Tj"Rlrn Board or Xoad bearing wall abov6), . , I � 1+ ­ N I �" , . I I .11 I 11-11 I ­­ I...., , I "I . ,� , ., � . ­ ­­ Seal/Signature: � I I I .. I I 7""" I IY47 or I*Tim her$tra rtd,*LS L ' I Joist May be sbiftedip to 3*it + , Use 81 of'82 at- I 1� �� I \I I �` -1 11. I.....­ 11 I % ` -, ��:., I ,,, 1,i I i �% " ',,�, :, . ff- , �1.f I I . I I -1 '' .1 . I I ... + i i I . I I � . - One I Dd(6,116'x 3") . I 'floor panel edge is supported . I 0 - I -,I Ifiternriddlatib bearings I, I � I 11 �1,: � i� I � � I �,:V�, " K %a , �, � 1 .4 -One Sd � . , WAmNIN'Oft . . � I � i tbA1'3'1 '�%'- ' ,nail Into each flange and span rating IS not exceeded, ­ . I, � I I 1 .7� . i I 1 , . � 11 �,! I : I . I % I i �, � � - .. I "'ititableuntil bradAid law"a'lli " �'I . � : flail each Sid ^�ri�e I -Do not cutjdist flanges, with load bearing or I. i I ;11 I �jof4$'114're U ., I I 11 ' . I , llr , I' - I "I I : I I I I ,I . I , .1, - ,1 -,�t �htdb�: ' I 11 A. ,4 -1 . . � � eat �� � + � i . i, .. I 1__111�11, niallsetariangleat , I iP I lumbing,Drop I . %. lraced1sh' ,Wall 11 I � : I I I , . I " i I ., I . %I � '�,'� �76 1 " , , , , , I . i ' , , , -� I � ­��: I - v� , ,Yo from end,I � _ , 1%.1 � I , , . . � . ,.�" " ) , , — I ,least I ,, ", � I I� I -, , . � I � . "� ­ ", I � I, I 'frorn above', ' L I I , I � % ; , .. Dists I 11: I I il I "Ift-0,"" *.6hosthirig - ,. 5 tlklm� I �I I � I Enddfj,o � I . . '. : I .p � I I -ti;�O` 61 I I _� � I �:' I - � . ,�"Hangeft, ,I, �*IV . I,!) "I I,- �, fil,�/ . � I I I � � I __ .. %-1 ,fnftardL ,,,*'A�n,lom. , J I I I \ - t(centarline , I I , I . e I � - , ,,, 1, I I i I I I � I , � I . : 11 i 1, � , ",,P :� �, 1Y I � � - ';� -- " I � �� i , , Prninimum " I" ,ol'supporl; , , I . ..,�, " � � _., 1, , : " ­ , . , 7 11 . . I , , COLUMN BASE IV41 minimum end tearing, iriteftedlate,Waring Also see deta#6i' L L16i I,) I t ­ I , g I � 4" ,� . ,� � .� :, ,, i I I � I I , I . , 11 11 .- , I 1. I . � : , � ", % I I � I . ,I .� . . I '. i -famil ired z , . I , , : , , 1. .1 I . I kT ., , I � I �,..I I . ­ , I ,I single y applications AY4"may,'be requi . . .1 I I , , I " � % 11 4': 1. 1% I �,I I i I . , . � I : I 1� k I .� I I I I �� ! I I for maximum , % H1 t , I � . , �+ ,� 1. . 11 ; I I "I , I ; I . 1� I � Mear VartsterConnections equivalent -capacity . I . I � , . I I 11 - '. , I I I I I I I I . I I % . I 11 .: I I 1 4 , , � � 1, ­ . . - I I 1-11, I . t t I 11: ­" . 11% .i ­ - . I ;�: J1, � I to floorpanel miffng schedule I I .. � � N I 1, , , I . � � '%, ,11, . i I . ,, � I'll... 111;;�� .. . I I I � � " . ".-�,,, . � - ,.+ — I � , I I I ......�� . � I I -I � I , . _� I, I - . t M I , . - I ,� I V t � � , A , �� '�" I � "I � I I I , � I , , . /I � - ,,,,,�, i-, �,, ,- ,!i � , I ,� I , . 1.11, . I*1��. ; 1 1 ,,Rim to TJP Joist I - ­ " , /I � �, li 1i V i , I -1)o iio-r i�alk 61401�61 � I bo(Vol viralfro"JOISft +1 '14,00 No "�, . ! , I ........L " . 7 4 " . I I, ­ , I . � , , I .� I � .,�� I % _ I � - Ali"T,rftlm Board, , . I . �, I I I . . '. I . I , , .�J, 11 , I:q i I I I AA - - I k f. ; it " I k " � - I I ' '' + � I . / . ,I : , % � 1, ,�Aaf are 14t, 1 . V- ,--,.�* , T ir 560 rim joist:Toe I . . � Additional joist is required it I I 11 � + � .1 . '. . ,� i", ., , : I , I 0.... �` ., I 13dh4 f *fi?rk , , - " . � -IV Or 1 X7 TimberStrand- '.i 3") 1 : I I I I I I , I , , ''INJU ' - ,_­ I 11 1.i -- - � I I�`�" hbilwith'10d(O.128 � .. � , , V .11 ., MA U�t. I'. � , , I . . <— zffObrpatI#Iodg6isuWppOrtad ,, � I -�� - ­,� 1,� . "I . " 11, I " ." I Lo I I , I I .,, ­ " � I I ,�,, , ,,,foists I i �1 - I I +1 orTJI'�`1I0r1mJbIst.. . nails,on6vach side of - � a" , ��_ 11 I .�' 1� . I I � � I I I �,I .%. ti,I I , �,1. �, , " ', . t � , , ,*1 I 1� � I I . I ' r : I � � ­ � , . , - i- ,�`�,bti ; . (�2) 1 Ono 10d�0.131"'X 3")-nail Into I \ - or if span rating iseki:6#ded. 9 .. �� I � . `, 1 e rl�i 6e'c'k- - . �:%�, - .1. . I , _�, ,,WARNING NOTES. � , " s . . 11 , I , I i % :1. ­ , � I , �I I I ,TJ15 ioist flargo TiP560 I � . � I�-I �, , " _,' I I _ 66��rv'"­$811&11111 I 11. ,,, I i� Ian "ladmoconstructidn"n"t-a tin sorld " I I , � %, i � I " ,, ,i, �I`i�1� 11� I + ­ . I _ ' , �I I I I floor jal5t I I, 11. ,# ".. I 1. I I � I ", _ I I thent'I- : I � I I I I I,L�ii4l�iiii*bra I d a - I I, - ' � , I , �,� I - � nis.Obsiirvo the folloViftguldeltrimm,, " , � t I I I I , , A A. _ _� I . ,Attich _ '' i, �, ,,hmbijr,�rilni � � , ': - ,,��- I ,I I I .1 ­ - r�I ' i � I I ,, � I I 1>Till 210,230i and 360 rim Icile I I ,r L , � ,-�, I ", __1 , , ,11, ", I 11 I l'�l " A ' ' " % ' ,� ' I , ' ' � % ' Accide �1 ,135"x'W)nail INSTALLATION TIPS I � .. I I 1 4 i _ � , J�mrd or'kitvir:", � � I I - I I ., , . ;� �� I I I ,rw I "bowts andn-MM i i - port - One 16d(0. I I Into / . , � � 1, I � � I . , i'sheathing' - � ' ; I I I � ',Ile�il bfaw'im�g, � ngers,rim .stsatttwilindsup,e 4,*rtfi#TjI!1ofjfsMu%tbwtorripl . I � % � . 11 � , IELtVATED � I I . . , I \I , .1 I I % I , � � �� 11 - i �I I . + I , i ',.: " ' " ' . , I I , , � I �"" , , I ; . , 1, � 44 it ilitayirbrIllnik , ' ,e,-!�.LatOtMigb�6ngOtiflk6bf*i*d,#60'Walnr"Rhb lVdki(,�MUStL�6eMob0shedottt,4#ndibfth6t� 1 � I I - I � I i. I . I I � -tu�floor adliest penor ­ if, � I '1� , I , . , � % -, - � , - +� , _ I I Ive WillImprova ,manep-,llot , I " I . I. ; � � I COLUMN BASE �eachflange. U poor I . 11 .� �1, , i , : vafterinswa,601i." I atthe I � ' 'With de ths>)67,,iise t,Ji0i3,6-0 r1M)olst. % I I � I -1 I � . 1 .I I �, + 11 1� 11 -, �'*;cdmpllsWbyot&MoraryDrpermnerttderkfshea,thtrq)N#emdto�tbo,,flrst4i[eot,otiotih i �1 I 1 11/4*MIMIMUM,b,,Aling ,P mayrot be required. . � I I I I . I � . � , I 1� I , i, �I , I "- � * ­ iledinabraeAdondwall orthillaffiW,araiii(as thot)t#1 ' i : I , I > , 11 I , � .I ", I ."� . .1 4-1 11ii 1� .+ 1 :. I I 11", , IV . � �3.safatjIbPridno'dif IX41ftrilrih4M)mustbb M I Top View . . + I I I � "­'. - , , � % I , , I I �Lacafd rith bostdJoint betwooni lots ts. I � . I � I. � " . 0, I �," , I - "r , W.Av.y br�8i:fiIiq'(1X 1-1 , 3,,, ,, , ­ ,� , 11 I � "I -Oriobl�htypipbablitund�erltghtwnsttpr onjoaa-ts 1 : j� I I I I + ! "a " , 1, I � 4 , � , ; � :"�1 � . - ihiffteemdlufflbe�,I :,.'.WMh*ft btaeft'bucIft sideways or."r6gin ­, "I I � I 11 ti , I 1�I : � I , , % il, i�l � �;.i 'i .1 1. ­ '' . , ,, ., � '' I � I , I � "i Squashblocks and blocking panels carry ttabkod vrotoaZiltroate 'Wood , �� I I `�,-'� , � Imurn)it W oh;�enter'jfl I 11, ; � J -one la�w oftftawstiealhiro� % _: , 1� I 1% , -- � l-,mirli I i, I ,". ­� I . ,+ I '% , , � ., ; �, I ,0 I � ;� I .1 , 16 6661i W � I � I I. I moletwottil -AM ATTACHMENT tit.BEARING vertical loads(details 01 and 152�Packing outthe wob , I -from diroct,tontact With' , , I ,11 � i 1XLl , 06;4tentet lot TJ la'�11,11 0 joists)a nd'`% � . . 1 1,4�stieseft*iUst be co'' il ,� , IfJ01 ,1'_"i�46d)&�4 , 6 ' O BE . ,� -I I ee -bVVAI§LP- % , � 1: :� I I 1 16k;,6�h �� ,� � I I I . , , , ,, .o. � I I I I I ... I ' I + . I. + �, ,. ': Z,. , .. . 1% *1 ..1. ",5.I5ndsdfcarVov*$roqU1msa1otybrac*V -1,,"I I , Date: Scale: ., + I I ' '�HOLES - - 'cod and wall. I ,� � I I ,I I of a TJt"Kist(With web ttifferrers)is not a substitute , I I: � �I ednarbtal I . �� �It.kiiii�k�"4ts... 1- I'—, ... '.. I I I'll . -- C , � extended to a bra . - . .. :.I � I , I , on both the top arId bottom flainges. '�,_%�`L * I � I . I , , I 1, I . I ­ � ': 11, ;V :I'' , % , �fi '%, I'_ � ; % " . I .� , -, . . � "'.., " .1'11, , .7hat)ar�g"muomnwins"t*dv�ithimi/rftmtnm�SUMM66t.", . AS NOTED ,I 11 — I I',C fJ*Rim Board or for4quash blocks orbloWng panels. . I I ,IM �,", I � 1 ,4, .1 � I 11 ,. , , + , faston at each joist with , � ,��1, I I 111. . � . -at'approx"weli, ,, ,,, , � I . '. , . ; I � I I '. I " I ., . f I I . I �t , . , ,_ _� , ,� ;-, - , - I— %.- . I , A� 5; I - �, ."_ -"' i% 0 TirtiberSt �12r on I, I � I , , I I . I . ':-i�v id(Q4 13-,x:% )nails ml 1;. _11 ::,* ^1 Z, , ­�, . .1, I � . WarnItfig,Drilling,sawing;tarlding or Machining Wood products generates"Od,tiust'.Thei Drawing Title: I . �, , ,",or I Y �, �� 6" nimum tl; ,__ , 2 1 rand"L�� , � . I " I ., . . I -I*nter '�,+ I , I - I I I ­., , , I *Wh % I ­. . � I I % � 1, % I " � I. I � , I '� +­ "I ­ ' ' , " . , �%__1 �� I I � I 'dioxwd g1to sdb§tences�,k ON L � � en Joists are'doubled at non46adb&Pring parallel �� I � . � 11 . �.I I , - . I .� Product may contain Manium dlokide.,Wdod dust and Marrium n I �.I I I ­ I � , . jsedWARNNO), , , , %,%, I I ` i, t to J%use,�Oncor,For,"ro info , ,tion on Proasition 45�vis�t wy.cor A f0ft. _ . I . � : , .­ I .: . " 't � �I '. ­­ - I I I " . ,� 11 I� , 11 : �.I � I "' _ , Y) I '' Idth oftbo woo for, I -0_00"P", + I ,,�'' '' I I _ . . , I rtft I I � %LA , � I . ; I I 1, I � .. partflom,space Joists*0art the wi ,%�� . %� , r� OlIt.�W, i.BoAring Plato 'b� , , ; % I� ­ � : �I� i ". I , 1, ,� , , ",_�I , n n ___::-I 11 I I I STRUCTURAL DETAILS � I \J — � Optibnai I......_^...1.I � " I . V � lo �I 1, , to I . � i tt , " 1 . _ I plumbing or HVAC, I % ,)#7 � .� , , . 1 - I � I "I I I,,A,, , . ., I 1+ I lu �� I I I .I 1, " , 1 " !"�, �� �' , , � , . " " . �,I I 11, 11 I ':+ � I " "I I I - 11-1 . � � �� .1, I �, , , I ,,%Rush wtihirtside f000,, I 1. I: � , I , %, I " ,� I . I � . + : . � : I , I . I + . � I , 6 1 no"titink Ming Plan(if Applicable)or I '' . , , , . I . . �, , .. I , , �­­­ `�. < . I + I I I I -1 k I 1. ,I ,; . � I I � I. � . , I I I ' ' ''. . ­ ­ %, .1 ".., , ," I I I . — " 'N"See fra � � % 1," , . I � , t . ,� V , . �,I ,� I�, % � I I . . 1- ;4 r � , :�:, I ,,, '17 I . 4 ,, 1� � I �I I 1%, . : � I % I I I .1 I ,,, . � � I � �� 0 0 i! ;, " ? � 11 I - I I I ndJjiit, j�a'nii-triis,,f64" - � I I . i I I . I " , user, a , I I rltft pootr � 40 ,�W 0 * "iiiiii�iaiit,ii�i�ll'i�,11nib��irb Y) grout One IM(OA29",k-�*)nail each Weyerhaeuse'Instaftatko Guide FarFloor I , I � ­ ,, I " - 1, t ; 1. ; �� , : ; i 7 1 Drive nails at *Additionaljolst tit plumbing drop(we idetall)� � 'Po il!� I ,'of Wall or beam, I � . 'a � . 1 , L 8 ,. � 6 ,vto minim' , I . �:?�1,�4 , , I I I % , , * " I ,� I �; � ,side of member at bearing, yaming,V-9000.For minimum 1. I :. " � :% � I ,. 1 . � I ., " � . - � � I " A '" — splitting pf'ptatg and I i, I 1, 1i "I 4 1 1 �� , : � I �, ,�. I I I 1� - I 11 �woyortweuserfM�0 20�6ftyefhaeluserNR Company.,All ii�60i towived. I I . I '­^ , ' ' . � aeus � , - - 11 , .11 .1 '. I ­ , ,I , W minimum from end end and intermediate beating lengths. v " I&I� ff .010"s Al' ' ,I f " .+ - , -1 I \J I I dimisir I I% " __ . 11 I 1� I 1'"� - ,�, I I , I � �i ;;;;;,i;;i6W, I +, V I 11 1: 11 , I , i , , , I I I '! , I . 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I I . ­­­ ,-__-­_:,'=�_ .�---,-------Ilplpmlgw,pmmin" i�L'1_­1_____­1__­_______­ �"-�­_ ­­­­­­I——­­ ­­__:::aL_._­I=- � :.., � ���� � , ,-­` -�,"-J.--­�. � --.,.. 11-1-1 I...... ­ ­­­-I — 'r7- --�,-- ,1 ­-_­_-'­_-_­__ 1� - �� � � � �� 1���I � , _ �,I ..��.- 7,.,,­, � � �� I -...2�,­ , , r, ���..- ­�. .� . -,_, ��,__-,-- .- I-�,-J a ��111-.�- -__.� ,-r I.i. � . .� . I + . I I I I I I