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Home My WebLink About52954-Z TOWN of SOUTHOLD a BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH CANE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52954 Date: 05/06/2026 Permission is hereby granted to: Hayley Donaldson 301 E f 1st St Apt 17 New York, NY 10065 To: construct additions and alterations to an existing single-family dwelling as applied for per ZBA approval. Premises Located at: 710 East Rd, Cutchogue, NY 11935 SCTM# 110.w7-20 Pursuant to application dated 04/15/2026 and approved by the Building Inspector. To expire on 05/05/2028. Contractors: Required Inspections: Fees: Singh Family Dwelling- Addition &Alteration $51.1.00 CQ-RESIDENTIAL $1.00.00 Total S611.00 Building Inspector �WW a TOWN OF S OU THOLD—BUILDING DEPARTMENT r r Town Hall..Annex 54375 Main Road P. 0. Box. 1179 Southold,NY 11971-0959 Telephone _ 7+65-1802 Fax 631 7b5-9502 :�tt J „era Date Received =LI .ATIOM-1`011 BUIILDING PERMIT For Office Use Only I o` PERMIT N0, Wf wilding inspectors AUG 6 2U5 Applications and forms must be filled out in their entirety. Incomplete applications will ft not be accepted. Where the Applicant is not the owner,an lild!nf" 0,epartm#rd, Owner's Authorization farm(Page 2)shall be completed, rown Of SoUthold Date: OWNER(S)OF PROPERTY: Name: Hayley Donaldson SCTM#1000- 110-7-20 0L!ee!&fq�_R t 1 Project Address: 710 East Road, Cutchogue r6lq... Phone#: 908-304-3325 Email: wgoydan@gmail.com Mailing Address: 1645 Marratooka Road, Mattituck, NY 11952 CONTACT PERSON: Name: Lisa Poyer,Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Days, NY 11946 Phone#: 631-644-599 Email: Lisa@twinforkspermits.Com DESIGN PROFESSIONAL INFORMATION: Name: Jahn C. Uramli+ch Architect Mailing Address: 248 Rt. 25A-Suite#3066, East Setauket, NY 11733 Phone#: +631-384-1752 Email: jcgramlichCigmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition C Alteration IZRepair ❑Demolition Estimated Cast of Project: ❑Cther $ Will the lot be re-grade A.. ❑Yes G No Will excess fill be removed from premises? ❑Yes d No NIA i i 1 ................................................. .................................... PROPERTY INFORMATION Existing use of property: SFR Intended use of property: SFR Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes Y No IF YES, PROVIDE A COPY. W Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Hayley Donaldson ElAuthorized Agent NOwner Signature of Applicant: Date:( C STATE OF NEW YORK) SS: COUNTY OF IrMewsar# ..................... Hayley Donaldson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Owner (Contractor,Agent,.Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .,202-5: Notary Public Ewme Lot" PROPERTY OWNER AUTHORIZATION ►PPW&-sh"of MW Yo* No.011LOOOMM (Where the applicant is not the owner) Qu~In New York Coin* My Com"on Expkft 0WIM 1,, Hayley Donaldson residing at 1645 Marratooka Road, Mattituck, NY 11952 do hereby authorize- Lisa Poyer, Twin Forks Permits to apply on my behalf to the Town of Southold Building Department for approval as described herein. 1/1 INN ner s Signature atle, OJAI''"RIVAJ, Prini�ewner s Name 2 5 m JD � Southold Town Hall BOARD MEMBERS � " 53095 Main Road• P.O. Box 1179 Les lie Lanes Weisman, Chairperson Southold,NY11971--0959 Patricia Acampora Office Location. Robert Lehnert, Jr. tic� Town Annex/First Floor Nicholas Planarnent o ;03 n s 543 7 5 Main Road(at Youngs Avenue) Margaret Steinbugler COUNVIg Southold,NY 11971 RECEIVED http://southoldtownny.gov j,, J4tA,4 G :O A r*� ._ ZONING BOARD OF APPEALS o T OF SOUTHO .� FEB 2 5 2026 IlllilA P1 it Tel. (631) 765--1809 ''0 hold Town Clerk FINDINGS.) DELIBERATIONS AND DETERMINATION MEETING OF FEBR[7A.R.Y 19, 2026 ZBA FILE: No. 8074 NAME OF APPLICANT: Haley Donaldson PROPERTY L OCATION: 710 East Road, Cutchogue,N.Y. SCTM No. 1000-11�-7-20 �A 1 N: The Zoning .Board of Appeals has visited the property under consideration in this S� �. g application at�� n �a d deter ,i ies that this review falls under the Type II category of the State's List of Actions, without further steps under SEQR.A. �� A MI`��I�ST �TIVE CODE: This application was not required to be referred to the Suffolk. BUFF K C 1 . County Department artment of Planning under the Suffolk.County Administrative Code Sections A 14-14 to I A E PP_:jW : The relief, permit, or interpretation requested in this application is listed under the .Minor Actions exempt list and is not subject to review under Chapter 268. S/ C 1P":f I N: The subject property is a 6,285 square foot parcel located in the Residential PR m �"l � J District. The northerly roe line measures a total of 61.4? feet and is adjacent to East Road, the R-4Cl Zoning y property�Y easterly property line measures 97.97 feet,the southerly property line measures 60.00 feet and the westerly property 10.00 feet. The roe is improved with a one-story dwelling as shown on the survey map prepared line measures 1 property�y p by Paul Flash, L.S., last revised July 16, 2025. BASIS OF' APPLICATION: Request for Variance from Article , . .III, Sections 280-124; and the Building Inspector's Notice of Disapproval based on an application for a permit to construct additions and alterations to a p pP single-family dwellin • 1 less than the code required minimum front yard setback.of 35 feet, located at: 710 East g, at ) Road, Cutchogue,NY". SCTM No. 1000-110-7-20. LIEF RE VESTED: The applicant requests a variance to construct additions and alterations to an existing single- family Pp q� amil dwelling. The proposed construction, which includes a gabled roof over the front stoop, on this f y g p p nonconformin 6,285 square foot lot located in the Residential R.-40 Zoning District is not permitted pursuant to g q Article X III Section 280--124, which states lets measuring less than 20,000 square feet in total size require a front yard setback.of 35 feet. The construction will have a front yard setback.of 23.2 feet. DI`J;IQNAL . F A"n : No objections were received regarding this application. The applicant is using the same footprint to this preexisting nonconforming front yard setback. The Site Plan drawings prepared by John p C. Gramlich, .Architect and dated July 24, 2025 show the changes to the roof line, new proposed exterior decks along with a covered entry stoop. d Page 2, February 19,2026 #8074, Donaldson SCTM No. 1000-110-7-20 FINDINGS Cal~ FACT/ REASONS FORR ACTION The Zoning, Board of Appeals held a public hearing n thisapplication on, Februa,ry , 0,2 at which tine written all testimony,documentation, 'Inspection fthe rope �� personal and oral evidence were presented. Based � and surroundingneighborhood, and other evidence, the Zoning Board finds the Following acts to be true and relevant and makes the fallowing findings: �. 1. Town Law 4267-W`(ti,01,1, Grant the, variance will notproduce an �ndcsir a change in the Craetr o the create,r �r a,detr ment t nearby "he pp gat o s to reconstruct t ,e ex sting roof lane to r F a � e��,g b� � � more pleasing aesthetic t , the residence while working, within the, �ex stin footprint and front yard�d setback along with,modif lii the front entry' '. The proposed changes will enhance the look of the home from the roadway. � g §267-bp Then the applicant cannot be achieved y s e ble 2. �a ' D r"u� nce. �. previouslystate this reex'st�n n nconf6nni g for the, applicant to pursue, other thanan area v The.,change the east side "tl�� rot- and an �W,o once with a pre-existing 23.°� foot fr et yard setback. The cha residence� � �� '�� g the covered front entry remain within the existing footprint. The sky plane will not be affected. m n, �° - mathematical l substantial,representing 33.7%relief 3. 14)ow L 7�b -, 11 he variance granted herein is mathen t cal y p g frog the code,. However, the proposed sed alterations will remain within this nonconforming preexisting footprint and the front yard setback will not change. 4. Town Law §267.io,bL3)(b)(4), No evidence has been su fitted to suggest that a variance in this residential corn unit will have any adverse impact on the physical or environmental conditions in the neighborhood. The y applicant must comply with Chapter 236 of the Town's Storm water Management Cade. 4 7 M' the difficulty has been, self-created. The applicant purch-se ti e lea, e 5. �n Lam I � rcel after,t . effect and it is re.sun ed that the applicant had actual or constructive knowledge of the Zoning ��o was �u effc p 1 im i to°ti°ins o °t:le use of the a cal under,the Zoning b ode In elect prior to or at the time of purchase. 6. Town Law.L2,67-b. Grant of the requested relies is the mintinum action n,e essa and adequate to en ble t e applicant to enr, the banet an aestheticallyle�asil"1 roof i�, ��e� two ew outdoor deck° �and a re appleac f g ired, covered", entry Stoop preservt"ng and, protecting the, character the neighborhood and, the health, safety and welfare of the community. r E S l ' il,l lm� - In considering all of the above factors and applying the balancing test under New York. Town Law 26 7-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to BRA the v riance as applied for, and shown on the Site Plan (Sheet SP-1.1) last revised, February 28, 2025 and ll Arch feetural Plans(Sheets EX-1,A-1.0,A-1.1, A-1.2, A-2.0 , _°2.1,A-3.0, and -l l) last revise July 24,2025,a prepared by John C. Gramlich, Architect. SUBJECTTO THE, , O NG C 1. The proposed rear decks must remain open to the sky. This approval shall not be deemed effective until the required conditi"ons have been met t the discretion of the Board of Appeals,failure ea .f �allure to comply with the above condition may render this decisiontitill and vole. That the above conditions be written into the Building Inspector's Certificate a.f`Occupancy, when issued Page 3, February 19, 2026 #8074, Donaldson SCTM No. 1000-110-7-20 t1lints' ,in nature r an,atteralion that does The Board dar that is (te,1111 *"I, I'MIN ate,0 I I IS I e uestedwith'in, o!jeMqrof the d not incregs Lief. P- the Board 1,11aEreqy1re. a neiv ap on*, th 1' 1 1 1,s c is,i o�n.�A,i i�lt i�me at ter 2�q e e,a'),, 1E ,R,G�V IIA, TED E.11 IN'IMPORTAN�T�IM�T�S�ON� Please Read, Careful Any deIrion,ft om the,survey, site plan an or architeeturat dra*vings cited in this decision,, or work excee dfing y y "Department the sicope oftherefie�grante,d'heretn wltresulth?delosandorapossiledeta B , f a building ork Ord er-y and ittay, require a new application,a nd'public pertnit an the is of a Stop W hearing before the Zoning Board of Appeals. Any,de viation,from the�var�lI'a"n,ce,(.v),granted'ihe,reit"n,as,son on'thearchi tent itral drawl"figs step lan andlor suIy cited above,-,vitch as alteraiiott.�,,ex-tensions, dlemolition's', or demoldi ns exceeding the scope qfthe relief'granted to, herein, are not authorized under this application when involving nonto"tiformilies und&the zoning code., This' action does not authorize or condone any current orfuture use setback or other,fe'atu�re qf the subjeetproperty that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIME 1-JIMITS ON THIS APPROVAL*:I Pursmaritto Chapter 28,0-146(8) of the Code of the Town of' Southold any variance granted by the Board of Appeats sill becom,e null and,void ,where a Certlificate,Of! ton niaphas not been filled w,"Ith the,Suffolk County, Occup,ancy has not been p r ocu red,and/or a sub d iviis* Clerk,wit hl'n three,(3),years from the date such vari*anee-was granted.,, The 'Board of,Appeals, tnay, upon, # i ive one X rabion, nt an extensillon notto exceedthree, (3)consectit"' Ut n request priorto the date,of e, gra wri le, P1 B "0 ZIN' 'SU R E C LtANCE WITH, yea - -iterms. PROPER TY O"',"EIR'S JaSPONSI' ILITY T L 1"HE CODE REI 'IRED TIME FRAME DESCRIBED HEREIN. Fai"Jure tio complyiIn a tiirnely nianner May result in the dertial by the But"Id,ing'Department of a, Certiflicate of Occupancy, nufflify the approved ub,fie heariin,g before thel1oat-d of Appeals- Va,nance relief`,and re wire a new variance application,wfth p Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento, Acampora, Lehnert, and Steinbugler. (5-0) ....... .. ............. Lesti*e Kane s Weisman, Chairperson Approved for filing � / :;; & /2026 , 011 TIM f R, E,Sch, Compliance Project Information Project Title: Haley Donaldson-710 East Road, Cutchogue, NY 21935 Energy Code: 2018 IECC Location: Cutchogue,New York Construction Type: Single Family Project Type: Alteration Project Sub Type: gone Climate Zone: 4a(557 HDD) Project No: 1848421 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 710 East Road Cutchogue,New York 11935 Project Notes: Report Title: Haley Donaldson- 710 East Road, Cutchogue, NY11935 Report Date: 4/13/26, 4:02 AM 1 of 11 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U_ U_ Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Roof:Cathedral ceiling 676 42.0 0.0 0.025 0.026 17 18 Exterior Walls:Wood 492 21.0 0.0 0.057 0.060 15 15 Frame,16"o.c. Windows:Vinyl Frame 235 0.300 0.320 71 75 SHGC:0.3 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs,are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Compliance Statement The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit applicatiwt The proposed building has been designed to meet the 2018 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 01, / Kc�ael Faud - LiERS Rater ��azzez; 04-13-2026,_.., Name -Title Signature Date 11935 Report Title: Haley Donaldson- 710 East Road, Cutcho N gue, Y Report Date: 4/13/26, 4:02 AM 2 of 11 Inspection checklist 1 00010 Energy Code:2018 IECC Requirements: 100%were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Pre-Inspection/Plan Review f& OW *Iliri e,,c,tI,,OojPJAn Re'v-11ow V414!0 41, ISPI lue COMP'll"!es? Commeots/Assumprt as T vk, 31. W�N�77 ,tion drawings and Ell' 0 Complies 103.11 Construc 103.2 Fdocumentation denlonstrate P Does Not [PRIM enerAy Code conipfiance for the mply `1 0 dull prig envelope,Thermal 21 envelope repres'ented on Not construction doCunlents�� Uservable Not pp licable .......... C]Complies ANY 103.1, Con'struction drawings and 103.2, documentation demonstrate Does Not 403.7 energy code compli,ancefor 1'(�d [PR311 ig i ing,and mechanical Pomply seple—y6s Systers sang ng Not 'tim1i J-tsnul dit s, 6 ,11g 9servable demonstrate compliance with Not the IECC Commercial Prov" tons. fll/""'Ir/jS//P,"I''I pplicable ............ ing: Heating: Complies '302.11i Heatig and cooflw nient Heat" (s Sizi , Per AC1CA.I an 6 S BtuPir Btuffir' Does Not based on loads calculated per 21 AC'CA Manual Ior other methods. approved by t�e code cal Coaling: Cooling: omNoptly Stu/hr Btu/hr 9Nservable Not p plicable Additional Comments/Assumptions: Nim mm h Impact(Tier 1) .....L2,, 1 Medium Imeact Mier Low Imp 2) 31 act(Tier 3) I Report Title: Haley Donaldson- 710 East Road, Cutchogue, NY 11935 Report Date: 4/13/26, 4:02 AM 3 of 11 99 � Foundation Inspection ��NiXXWM1XMMl m�fFfdWMM+l�X'lMfl ��w'W'�''�wwmwre �flnmmm wvwpP��mum mm .. ��H�Nl��ww'w�'w�� wxmmmw.wmewvuwm m'wnmu�munummnpxmmmmmmmuuw...rvmm+a^�bdf�mrbMNP'✓�fii�lWlf«!YW!MY+�YH�wwiu�u wuwwnnni. k Cloropj i u unda Inspection ,t =01, protective covering is installed to, 0 Complies 'V"1011121 1 pNrte exposed exterior Insulation and I I I extends a Hiram of 6 in, � bey grade. DOmpl Not ewable Not pllicalo 3 Snow-and ice-melting system controls 0 Complies, Exception:Requirement is not applicable. (F0112,114,' installed. Does t uOmply, 4Not servabl I"of plicl Additional Comments/Assumptions: l 1 WigImpact(Tier 11 L Inleater__LMediium __.JI Report Title: Haley Donaldson- 710 East Road, Cutchvgue, IVY 11'g35 Report bate: 4/13/26, 4:02 AM 4 of 11 Framing / Rough-in Inspection mwtmnm n�mmmms°mnm�l�15'M"Y+W-'wig' i^'VW).>rovYl�i a N&ml'Jal V um h MmrcMHwWim�mm�WflNf'JwllN �ww�uvu+w�.eummu. nnnn�mFfii�N':XNFr�KfFu+ii}'i�i6AWUWIHNryN��wwWlwwYuwwu �i�mnNa mlmmmxnmmm rbfiwilMXX11i1FVNPWWV'MIM ww�w'uwW-w-wi pWwWwm 1 www�wwwwwl Fla Miiig " i eq 402.1.1, Glazing U-factor(area-weighted Complies See ` �� elope 402.3.1, aege°). A s mbfies t,, e for EPomply Goes Not values 402.3.3, 402.5 [FR2]1 Not 93servable Not P icablepI � a ' r iJ a Pl!%�r o /r/i/ ,,/If, /ii�%rr / %�rlY/G;fv 402 4.1.1 Air barrier and thermal barrier j /, ,��/ //r (]Complies � � � r/�/ ��// �r �� r/ f lJt [FR23] installed per manufacturer's /r✓1 Oi//Jr/f r / // �/iU r l /�/i�%�!/a !1 Does Not instructinx mply r./ 6�/ Not G /1 / p s e r V a b l e 1 N ry / D / 9 � ppl'cabEe 402.4.3 Fenestration that is not site buntr11��,>�y�N,�, Complies is listed and labeled as rrieetin [FR20]1 g ! / f a p {w� llaa )/ / /,i f Cues Net AA MA/WD�''�IAklCSA� a %;6iiO li /! r�i r��/1 %O //of //!i i i/ G.Pomply L,Vr or has ,ri yry (��///rr/�0/j07111 i/it r��lr/�r//�i%��%/j/.%fir/r��/t/�j'% x Infiltration II f/ ri fi it //l // r '.; rates p�l' C 00 had d not ,l�s// /,� �/✓//N//,r„ ,/ Not exceed ode limits r, �, r ri iif a/�n/�f��Ni/%�/f jff(I J /�//r%r/,Oil�a N/�/ 9servable Not p pplicable r 4 ❑Complies IC-rated recessed lighting ,- fixtures //��i��I/'�%%O!ri/r//%r��/i/ram%/1'�f�;✓/i%/uy/i//r�� /�y e1Jt sealed at Does hou in /interior finish andPomply lab�el�e to indicate�2,0 vfm I 1 leakage at 7 5 I a x /rB iuirrx/f1U/�a ll��ll��°`/%J l��/ NNI i,�wNv i oilt�f/i y r�9i%Ybd//ir n%Y HO��ir/f�/@ tiPoservable N o t fr / ;.. 1 i� rid%ia fir✓ /� ��r/��/�%i%% r�//l/��rii��%/i i �'ry}'N o L livable /,f,,,/'; ' I 403.3.1 i and return ducts in attics ,1/, r ,,,r Complies %�l// fi/j///NrjO nvN�✓//�i lr NJ1/m/r/ f- FR12I1 'iis �"ed>=R- where duct is ;� Cues Not >= inches in diameter and �,�//i /r%l��l�o�%/r//fir%jJO/9//�/r/ /r�irN4 r iPOI�f>=R-f where<3 inches. rr// 1 �� Ij,��,NNy,/r, r,,,,/ rAJ :N `.,.. /P�✓✓i/l/,,��%i// r J�//�N/rrr��/rO!%i!OlrJi j%i//✓/1p. upp and retire dct.s,ii�i other %/r /f/ / 1; /i //; Not l f/ii ///% /r �/ !r!/!/N�H/r/% / r' YI y �py �y� sp %,r/////.i/� ilr r/l/ �%!i//ia l/O � /i R o rt tons,iR a of l l W d�in /// /V/r✓///r%!!N 1 �r ri (ir%//%///// %lfl f%l/Ilw�i y it r / ,lf %i/r%/%f,//i, o,,r �i Observable inulated I f ar !Il N//%i/ +""= inches and R`4x2 for ,J 414.. inches in diameter. �n r/,,ffaf�,lf,�N,1f� �N,��,,�rt�,�� rn��,�N,,,;/��n�,Nt��i, p p'l i ca b l e / %��lIr r�/if"✓/Ir/r/ /��I/f r * / yi / // i// /;Nl!l%)4.��>'/f/�/lrr/�/r��j r%/� 403.3 2 Ducts,air handlers and filter I/N,// ,,// � ;r/rr /, F R�� r /ia n/ / j/i/��rr/Y //�!�/ l Complies [ ]1 �bo �s are sealed with ��;�,,` % �� /„lr��;// ��,rN„//,r//;�,,, ;�1� `oink/seams coin leant with "r !� / f'!� ��/,/�,�„ fr,,,�� ,,//� ,,fr Goes Not /i/�// i/ii/j /�y r//// //,/ //i/r%i,/%r/y/%ei j ry Pomply x Int�eriattonal Mec apical Code or International Residential Not x Cade,,as applicable. ,�Observable WpNot iva Ee _. O figii ', Complies x. V ,vi/N/!i/!O��/��%�/ti//�y�%///fit;...%//ri`�N/%T 11�1 �,% 4-om lies Building C vitles are not used as ;rr%/��,� �r/ %ff, �� ,� ,, p l/% /ti//fr/ r %ar/ !,,//fir r i �. i RI,11 ducts or p ericrins. �f/ /r %r /%! Does -y /!i/rriiin f n i i tiui/f/amffi%//4y/I/r n/ %/ri/r l I iii w ijr air N i/nf tz"';", D o e s N o t j %/r/f ry ryry i I I p l y Not servable ff � fJ�/r f r �r�IO r I/%1/ �/i i✓/ ✓/i/i%� py Ppplicable Not � a H "AC i ink conveying fluids Complies p I� � Y above 105-F or chilled fluids R R �FR,17'� � o es Not 1 below 55 PF are insulated to>R- . omply U Not Urervable. 1. Not f pplicable _ N Report Title: Haley Donaldson- 710 Fast Road, CutChogUe, NY 11935 Report Date: 4/13/26, 4:02 AM 5 of 11 a s.,�»��,�. ., moo# , ., � � —' „ �, ,��,�»»»ti�� S , field, t t Plain's �!"11,9"1 �, �to� "0a J, ah-In" � ont � n e r 403 4 1 Protection of insulation on HVAC Co mplies . [FR24]1 piping. d r„ l/ Does Not Pomply pry, J Not servable i r Not plicable rG �� >/ 1 f r � � � Hot water pipes are insulated to _. �Complies � F , _R-3. i PDoes Not omply r Not U servable 1 Not Ppplicable Automatic or gravity dampers 403,41 ( orr�plies � �are installed on all outdoor air Goes Not intakes and exhausts. Vrl iff A;Ynti,'vi�ssrG eF l iaV umi l�N%J/r rW///l o iswwa�r U�erGNP�1?ir/nb7ljrid,//vi/r fU/,'Vi Pomply /ry �U f , servable ' rf�ii / a� rr!� /f i/ � Pp Not // I�ICcaFJI�"ir. 303.1 3 -factors of fenestration / / Complies products are determined CnFR4 Goes Not accordance with the NFRC test procedure or taken from the Po�ply I default table. dry, Not 93servable// io iif i rAt i Fu/i�/Q1' OYwG✓i j l«hiM rgir Nl%�� GyarisJrr9/r/I& Not p Pp CCa e Additional Comments/Assumptions: L i 1 High Impact(Tier 1) Medium Impact(Tier 2), Low Impact 01er 3 Report Title: Haley Donaldson- 710 East Road, Cutchogue, NY 11935 Report Date: 4/13/26, 4:©2 AM 6 of 11 Insulation 'Inspection 0 fts &[Atq 10 I'mulation',1" evors, f� W a spe mmmmmrimaum�!.HnfMnmmmv"m.�rvrvI�HM,4M Y � � IffII 3,011 All installed insulation is labeled f, // ///r »;„/,,,1,; /rr,, ,r ��complies or the installed R-values Does Not provided. —Omply Not r 1 o t el vable �, „� �Ur/r�Ro�r�f/w1f�r//Try//MYii��i!'✓%°n ITJ f/�nJ/l��aiii/fl�ii��h�/,,Glr/j/tnW/ivri�//i�f eiin/iUJ�firf0� Not ��+ry, +'�y Y�,�y[y f plicable Alp %!f a i/i�//� /„ 402.1.1, wall with at least�fz of � �� "` , Wall insulation R-value.It this is Complies S�e t ie E v l le for 402.2.5, does Not 402.2.6 the wall insulation on the mall ❑Wood Wood values [IN311 exterior,the exterior insulation Pomply requirement applies(F'p . 0 Mass 0 Mass Not 1 Steel 1(� Steel Not a Ppp NOt llcable r r 303.2 Wall insulation is installed per r i ilf//rrir Fr Nu tll�/ /rl ri Y iar y R I% //fi alit//IIPN yr9%a l/9 r d I �Complies lies 1 manufacturer's y+y�j 7t-� }p � l l t a n u 1 a c i u r `. instructions. lN4rpm,'/ryee o POmply . Not Poservable /rWG..../.. /ki V.At S. cable Additional /,r"„fio!/P.. ��Po{'�/k�M'W'N'wnwr➢fY f Additional Comments/Assumptions: 1 I-li h Impact(Tier l) Medium lm 2act(Tier 2) 3 ow 1 ,at er Deport Title: Haley Donaldson- 710 East Road, Cutchogue, NY 11935 Report Date; 4/13 j26, 4;a2 AM 7 of 11 pi Final Inspection Provision �; � ,T. � ns, nu F etd! ,se,iction '40 A u e ro ," r � r 402.1.1, �Ceiling insulation R-value. � R 0 Complies See,� f i elo e 402,2,1, Goes Not Ass �iblles table for L............. 402.2.2. 0 Wood 'Wood Pomplyvalues [ill' i0 Steel G Steel No J� Rservable it Not Pplicable 3 13.1.1,1, Ceili J�rrsulation installed per ,- Complies 303.2 mane acturer's instructions. ( Co es r% a r r err f ri [F121 rr/ ,,1�'r ,� , �r Goes Not � Blown insulation marked every �'�,,,, °,�„%,rr ��/,' /oh�n / r�a,/ r re r u ri /r l �i/ r 3 ► t ' rrA /,r� rrrr omply // /i✓ � s r/r r r/1✓ r/ %i f�: J�, 1/�/o rf r/r✓/ r rJr"��Ipr �1 f�/�%Hi/� r�i'�� IVo4. servable r ri rrri 4r r fry//o 4, ///r✓' f' ✓rj l'//v'r//%y% %r/'r'i/ N o L r N✓ / r'! r� Irii'/ rr/ !f /�', ' Ppplicable rrrji/ r �i��w�; i _. Vf / �i/r',c/,� / yi./r �fi� ✓r 9r ri 'r ,��. y Requirement 1,�t p �y�, {- r i�/.Ill//fir/afr%%1r 1 pl e FY/�✓%//�urrrr 6ii//ri�r ra�r irk ryiQhal.//jli/i//ly i�u r✓iGr a.. �i ■Pike u11 amenL Heat pump thermostat Installed r ( Complies +�� q ��, ,; s not applicable. ;can heat pumps, � ,, , ,� pp Oi/r/ �� / 'lfir/iPO ,''�o e Y�o I L/VW�.. Not f 'r rn p ly 6Lervable - G Sl'� rlr JO �✓ y. '. f � � ��✓/%r� ly!l�l%rrii�f�'.rr ��j.i%/'O i��r��ih Pp l' M � A r 4N Clrculatrr E ser r� l�rot,water, Complies rj✓r / /i/pl// /ia /i' / r ,",',systems have,automatic orm (��}� n J/ %/i� r ai/l�/r/ /////ai i/%ii �/ r rrr�%/'//�r. Not V t i accessible manual corrtrols� /,% f / %l�Pomply r( �ti 9°xrl7'rir�iG i%;� rl�/ry rrr/iryJpi fir reLfl(a% i/i9�4f�N�ri rai c�A a rRservable I V o t r y I i Ica�^y�y /�- 1rJlfu� Not ppl. mechanical °.m�. �� iJ %h y%�r,r//%//` ��//////��/%//� �i/,:l/i pJ�il�/%�/r%r /Jr + All re"c nical erAllatio '' �'/„� f �� Complies �I {�,� �ry r ///r r r iir/ ...... r ��M � �I l' ,rl/%�✓ f i,i//i� Y//vj✓ir Ilf'�/ /I/ii J /ii p%%'%/j ran.'. 1 �, - sys e of part of tested /lp // � c r �r i/ /r //G rii/ r// r V) r�/%r ri �+� p^ry�° � ��/ // / f r� �� / ,�� rJP��'r Jr rr'�PO Does 1Y4�.fL a A q fisted 'M"AC i vs�r ed I t ` J pr/ri/ /��f /.✓%»i 6i ri�// /fr j� ''%a �meet �rc.ac and air flow limits /,,,,r,/r//r /%/ ,r p %„;r mpl <, p r"� ;J �I ry <per Table- 4' 6�;dP"61#,. tYl/t r y� /U y seJ Vable I V o 1.. P�r�rGr�Nilrc`4YI rr/ihoer✓elf(w�lh^it0iiir mriiJ111��v�ruff�maa�j�4�i�y�r�viwn;�rn/rrr ffrrsnpPopplicable, ,� �� r; o :Requirement Hot atcr boilers su �1ry�,p4lr f beat; / / „ ,/,/, rJ rr Complies 1��0 ".,�� '��, �/// /� ,�<// r/' //��../r it '//// //%i//i�/j' r/ r, ,,,y %' is not applicable. through h one-or,two pipe �/ e r r J � Not � 6/r r // r 1�pi a %o rJ rrr r /ra �Pomply Does �y /�y heatin, systems have outdoor, — ' rpii p ri,�f°� �- I�Ax D.ri�/ii. �//i/ ri ✓/r/4%l/i lm!�/! /ii t(,��etbac control to lower boiler „/r ;r;% „/%/ r% �, ,.,. -� i I"�pi lr rrr rlrrrr�1��a...6/J!fit�/�i/Dl�p�l�i//%j f%i/ /a` � water temperature based on; //ris //,�/ Not r m i��//^`✓r' i�r/i//%/r i fl///ii ��i�/ f/�% /ii rip rlP/r, %/r ri r �i o��tor terr�peratrra „r ;ter' i'r / /,,/ ; Poservable 1 %i ri ri ri�p ii//�� /r/ �/ijq j�r�%i rrr//' ri �✓p /�. 'O 11 r Not �Jr%pr { N pplicable ri / fir 7, Complies "y water circulate rr 1 s ter rs lia e�a circulation,, r ,r/,rr "'Heated to -,d'' �� r rr�.if r,�o r Oi,"l/j, /I,�D r '/ Not ,w �, �u.,. ,I J 1lD rdlt l�,m rvNru r rllihrrr/)y/*k��lvpr�w Ar"��dui Yl ry��'Iih fJS;v/�anievirv+rF i�li,(l l"///n! Not p p" �i, s ern reIwutr 19 pal�"'""a�`�n'.�, I� r/�11r J✓i///// r r r/ //"//i a / j Po C7oesa dedretr`gn pipe or p y V Y cold water sw ppfy p�rpe.Gravity Not �ii /�/�/l/ // / i�rrr rr it;� U %and thermos-syphon rrt l troy ,,r,, /„r ,,r ,�;rr,,,,rr f,,rr/r/ Observable s stirs are riot present � , i �+vy, rt '.rrr ri%/ ✓ //r�/r% / /' 'l ii Not ' - ,.ii� �ontrols forCirculating, w r 11 j%1 %/r r�/ �pr �'�r �r/p/i/✓%%//riu W eater system p,rnps start the l /, "j/r ;r,J /,% ppllcable - �; ( for .u,, ,�.� -;�- ��J r% ✓r �/ // �p �// /fr pump,Wrt;�l signal for dot water �J 'r r„ y��+�+�,q �µ, it /i ' ` n the^"�;w'''�nt;pa�icy ,,�.. dernarrd�rtbr 'Controls r oil but matrcall tug n o I a/g r/ tlie r�r". �F"�1 A.� Y %/1 //-f/r r �/�/✓ii r/�%r / /r/ r r r p n�wa,ter Is In circulation loop rs at sot-point temp'eratr re ��nd no demand for �/ r r ` YAM i a of rater ;rt. !/ia(I pf/%////r/l!I ///i/ i�✓f//'a%/i�/r r/rl MI o�ULJ I%ill.a rrgira� /N//i�niy�i a urfifllr fr1 7 rq arriir r `� Electric s r J, ,„ p Requirement , i .2 l 1 p?�y�we ern ,,,,, /l/r o r/ 0 Complies Exception:'"�' �� a,c ��' trace�I�P%�u'n stems, r 1� 1yr.r✓ // r rii/�////y'�Q �`, �" Wu�7M�/��y ' u41 I � �� w i�ra�J/,ii J/�r�%r�l;, fir �rli /.ri/r/'Gr/F"% 'r w�V T� pp'#�It�G.�bl . r�.�or�rols mat �l% Does "�,�+ Not a / r r ri i r/ r // 9✓/rl as r r r r.. Po �yrya�dLI' eM�gy iA V! Wt1 % I 1 Iply beat tract to rr Ir ;j the / j / / /r i/// i, / // NIt wafer ter perat.ur'e rrr „ r y,�r,,, 1p,/G r�l ;; ar /i ra r r r fdesired f � 6servable rr tilie,piping, ry p N 4Jt �++�+y ryy ll� ppllcalJle //rr H d Report Title: Haley Donaldson- 71C� East Road, Cutchogue, NY 21935 Report Gate: 4/13126, 4:02 All 8 of 11 Field, V Vert d O� P' 'MVIS,19'rit, 05 V& F1 MIS VIA rul: c6m,oil 0,001 n 4,03 Demand recirculation water C3 C o m p I i e s systems,have controls that Does Not manage o eration,of the PL,IM, Pornply 'Fie temperature of t�e a,,,nd limit I� ivwater terbig thecold water Not i piping to<=10411F. Poservable E)No t plicable Drain water heat retovery units Complies Exception:Requirement is not'appli cable(IF13,114 tested in accordance�w�ith CSA Does Not B55.1.Potable water-side pomply ter gress,ure loss of drain wa eat recovery,,units<�3 psi for Not Individual units connectid to Mservable one or two showers.Potable I,water-side,pressure loss of drain Not water heat recovefry units<2 Ppplicable psi for individual unit's connected to three ar more 1'2 / lr /ir/ r 1Vr / /�%pi rr /r showers. Co 404.1 90%or more of perrnanent mplies [F1611 fixtures have high efficacy n Does Not lamps. '�I-XII'J 0,� rompl/bl%//// r/i 9� it rr l r i 9i��/!r ri///�r/i r/ir ' y Not 3servable I ppNltPo N ica ble ........... -Pt 404.1.1, Fuel gas,lighting systems have ;,J Complies tF'12313 no continUous pilot light, PDoes Not omply P N ot .......... servable of P plicable Complies � r�i r//// /rig%ri p�r A!r r '/r r/ r /,�, Compliance certifi cate posted. 'I "Pil F, Does Not 0 mply IRN ot servable A Not rpplicable ............. ri 3,033 Manufacturer manuals for 0 Complies LF11811 mechanical and water heating Does Not systems have been provided. fi "IMA.Pomply N o t �/ii// ��///i fir/��lr�f/rr f//�J%y r/il�rili�rhn r,r///�r�D^�Poservable ........ PP pNot . lica ble �3, Vented attics with air�ermeablece, Complies .......... ude 4: insolation incl r%o�rr%,�;/''r//1/l l�rl�!Iflr%Oil%pliJ�irNrur!n llf rrfrnrJ lfl i t%%�iri�r/Ir/i%rif//r�flnr�J/H/l"fi. I Does Not adjace,nt to,,soffit and eaveG. .................... I PO mply gents that extends over insulation. Not Qservable Not plicable 402.2.4 Attic access hatch and door R Complies [FI311 insulation>R-value of the P Does Not adjacent assembly. 0 mply P3Not servable PpNot plicable 402.4.1.2 Blower door test @ 50 Pa.<=5 �ACH 50 ACI-I 5,10 0 Complies [FI1711 ach in Climate Zones 1-2,and<=3 loch Not ch in Climate Zones 3-8. Goes WNot servable WNot pplicable .......... ......... ............ Report Title: Haley Donaldson- 710 East Road, Cutchogue, NY 11935 Report Date: 4/13/26, 4:02 AM 9 of 11 qu r ��m�r�w��,... mm�m�,��,��,»��,�' ... w�m� . �w �rr�,� c s Stolon lla" FieD. J r Ducts,a itre pi,e,,ss,ure te�sted Complies [12 11 determine alrlea' a e rit.h either R ugJ teeZ ata �' cfm/I 00 ft2 cfrn/100 ft2 Does Not j leakage measured,wlth�a i rrNply 'i pr~esswe differential o , .inch Not ,g x across the s ysteni including Poservable the r anUfac;turer s air handler Not enclosure if installed at time of test.Postconstruction test:Total Ppplicable leafage melasc red'with al pressure differential of 0.1 inch W.g.across the entire, ystern including ing the manufacturer's air handler enclosure. t 4 403.3.4 Duct ti ht�ness t;es't result o �Complies c rr�� 2 across the � saes N'at [F14] cfrn/ 0 ft cfm/100 ft2 cfm/100 ft2 system r � Pomplyifl ,ut air handler 25 Pa.For roug`-ibn tests,verifi cati on 1,,ra y, Not need to occupy during rarrrgservable Inspection. 93Not Ppplicable 4033 Allr l i x ar dler leakage des r� d JJf/ f;r, f,%/ `1j' i%/,/ / Complies [F124] by manufac urea ,; design air flow. / o es Not r� amply Not f f 1 V t /i/ // se dry,��y Yable ` v /, fr!/� �/f%r/ �%✓rill i/////l� /p r Not i placable / f, Gi �wx ' �� , Programmable,thertno'taus, %,r,%/i /,,/ / � %� //, L� Complies -� i. u, w "" � /,l'Vj 1 `r I l ed for co nt.rr l of ri rna� �II/ �'y %/alai ' Does `, +, {� l I��'t ,.. ,.. _ 1, I✓oe Not heatiq and cooling systems x er I .,. �; Comply a code,[dbali . t b rn anu actu e p and l y rspehcatonsx ,, Not /7 l// /i/ r/ ii/ ///////�� / //7 Pservable Not pp li�G'�ble x` /i��xi��",""""!wx;�mwL,»rwwww,!,�',„'i,,f f �'(x((�rN�dM 'rx��a�mmr�m��l •r`' '' _ � ,.... A � , Additional Comments/Assumptions: 1 L�High Im act Tier 1 Medium Irk eac Tier ° 3 1 Low I p act(Ti eir,,31 Report Title: Haley Donaldson- 710 East Road, Cutchogue, NY11935 Report date; 4/13/26, 4:02 AM 10 of 11 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/Roof 42.00 Ductwork(unconditioned spaces): Window 0.30 0.30 Door 0.00 Skylight 0.00 Heating Systems a Cooling System: Water Heaters is, illil�ll IN Names Date: Comments: Report Tine: Haley Donaldson- 710 East Read, Cutchague, NY 11935 Report Gate; 4/13/26, 4.02 AM 11 of 11 /m -,-A DRAWING INDEX GN-1 GENERALNOTES BC-1 BUILDING CODE COMPLIANCE EC-1 ENERGY CODE COMPLIANCE EC-2 ENERGY CODE COMPLIANCE SITE PLAN SPA SITE PLAN 710 EAST wm""kOAD , CUTCHOGUE NY 11935 1 . A EXISTING PLANS EXTERIOR ALTERATIONS iqEW EXTERIOR DECKS EX-1.0 EXISTING PLANS&ELEVATIONS JCG ARCHITECT CONSTRUCTION PLANS JOHN C. GRAMLICH, RA A-1.0 BASEMENT CONSTRUCTION&DEMO PLANS A-1.1 1ST FLR CONSTRUCTION&DEMO PLANS 248 ROUTE 25A SUITE 3066 A-1.3 ROOF CONSTRUCTION&DEMO PLANS EAST SETAUKET, NY 11773 JCGRAMLICH@GMAIL.COM EXTERIOR ELEVATIONS 0 A-2.0 EXTERIOR ELEVATIONS -c 91 A-2.1 EXTERIOR ELEVATIONS LICENSE & SEAL z z'a it 4; jp* BUILDING SECTIONS-WALL SECTIONS—DETAILS Iv:kED Aij 4— A 0 BUILD 41 f A-3. a k-x 41 ING SECTIONS 0%1 4� A-4.0 DETAILS 01 0' 4.4 V % 'SA FRAMING STRUCTURE S-0.1 STRUCTURAL NOTES 0 S-0.2 NAILING&CONNECTORS SCHEDULE S-1.1 FRAMING PLANS Ail L NYS STATE LAW ow UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS z BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE 9 OFFICIAL COMPILATION,CODES,RULES AND REGULATIONS OF THE STATE OF NEWYORK. ---------- ........ KEY PLAN 7� .......... �A t�, i7771 ..............� IL 7� -4_ 7-- CODE & ZONNG & PROJECT DATA Av TOWN TOWN OF SOUTHOLD ZONE R40 LOW DENSITY RESIDENTIAL 7-177777�7 PROJECT TITLE TAX MAP NUMBER D:1000 S:110 13:07 L:20 RESIDENTIAL SINGLE FAMILY FEMA X no 5B CONSTRUCTION TYPE -ur M, CODE 2020 ENERGY CONSERVATION CONSTRUCTION OF NYS CODE ENERGY PROJECT ADDRESS DONALDSON RESIDENCE 'o r REFER TO H.E.R.S. RATER DATA Z� BUILDING CODE 2020 NYS BUILDING CODE CUTCHOGUE, NY 11935 710 EAST RD 2020 NYS EXISTING BUILDING CODE E STING BUILDING CODE XI ADDITIONAL REFER TO GENERAL NOTES& NOTES, SPECS,CLIMATIC DATA, PROJECT PHASE DESIGN CRITERIA SHEETS FOR SCHEDULES, ETC CONSTRUCTION (CD) . ..... PERMITS&FILING ALL TRADES SHALL FILE FOR 7�7 PERMITS, PAY ALL FEES, PROVIDE ALL NECESSARY INFORMATION& DOCUMENTS AS REQ'D BY THE INCEPTION DATE ISSUE DATE LOCAL JURISDICTION 12.01 .2024 04.10.2026 BASIC SCOPE OF WORK BUILDING AREA CALCULATIONS SHEET TITLE EXTERIOR WORK DESCRIPTION EXIST'G NEW TOTAL I. INSTALL NEW MAIN REVERSE GABLE OVER EXISTING SPACE. CATHEDRAL CEILING. NO NEW SQUARE FOOTAGE OR ATTIC ADDED. LOWER LEVEL KITCHEN 209 SF OSF 209 SF COVER SHEET 2020 CODE COMPLIIANCE 2. REMOVE EXISTING FRONT STOOP ROOF. UNFINISHED BASEMENT 517 SF OSF 517 SF 3. INSTALL NEW FRONT STOOP ROOF, ALL NEW WORK SHOWN HEREIN SHAUL CONFORM TO"LEVEL 2&LEVEL 3 4. REMOVE EAST SIDE ENTRY STAIR. FIRST FLOOR 858 SF OSF 858 SF ALTERATIONS"AS DEFINED BY THE 2020 NYS RESIDENTIAL BUILDING 5. INSTALL NEW, UNCOVERED SIDE ENTRY DECK&STAIR,WRAPPING TOTAL LIVING AREA 1,067 SF— CODE. AROUND TO REAR OF HOUSE. 6. INSTALL NEW REAR DECK WITH STAIR AND OPEN PERGOLA ABOVE. PRE 2000 CODE COMPLIANCE 7, INSTALL NEW DOORS&WINDOWS. ROOFED OVER FRONT STOOP 33 SF 0 SF 33SF ACCORDING TO RECORD THE HOUSE WAS BUILT PRIOR TO"APRIL 9, 1957" 8. INSTALL NEW ROOFING&SIDING. UNCOVERED DECK OSF 127 SF 127 SF AND IS THEREFORE ASSUMED TO BE IfN COMPLIANCE WITH ALL RELEVANT INTERIOR WORK DECK WITH OPEN PERGOLA 235 SF 0 SF 235 SF CODES DURING THIS PERIOD, INCLUDIING BUT NOT LIMITED TO ENERGY 9. REMOVE WALL BETWEEN SUNROOM&DINING ROOM. CODE. 10. CATHEDRAL CEILING OF LIVING ROOM&DINING ROOM. LOT AREA 6,285 SF t I rk 191 ..................�LrX r% n [7 E SYMBOL LEGEND GENERAL NOTES - JOBSITE GENERAL NOTES - DISPUTES - DELAYS GENERAL NOTES - GC INSURANCE GENERAL NOTES - BUILDING CODE BOTH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE SHALL HAVE THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO TRADE OR THE CONTRACTOR SHALL BE INSURED IN ACCORDANCE WITH ALL LOCAL ALL WORK SHALL CONFORM TO ALL NATIONAL, STATE,AND LOCAL ATTIC ACCESS PANEL ,r 22"x30"CLEAR OPENING REFER TO <\ I ACCESS TO THE DEMISED PREMISES AT ALL TIMES,AND TO THE JURISDICTIONAL DISPUTES THROUGH USE OF LABOR OR METHODS OF &STATE AGENCIES HAVING JURISDICTION &AS RELEVANT TO THE ACTS CODES AND AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT SECTION R807 OF NYS RESIDENTIAIL CODE L_`� FACTORY OR SHOP OF ANY OF THE SUBCONTRACTORS. INSTALLATION, INCLUDING THOSE OF CONTRACTORS WHICH HAVE BEEN OR WORK PERFORMED. LIMITED TO THE FOLLOWING: SEPARATELY CONTRACTED BY THE OWNER TENANT SHOULD ANY BATH/POWDER ROOM EXHAUST FAIN II (TENANT). BUILDING CODE OF NEW YORK A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS SHALL BE DELAYS OCCUR ON THE JOB SITE THROUGH VIOLATIONS OF THIS THE CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE'S ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK +: KEPT AT THE JOB SITE AT ALL TIMES.A WELL A COPY OF THE APPROVED CLAUSE,THE CONTRACTOR WILL REIMBURSE THE OWNER(TENANT)FOR AS WILL PROTECT HIM FROM CLAIMS UNDER WORKMEN'S FIRE CODE OF NEW YORK STATE DRYER EXHAUST ® PERMIT DRAWINGS, SPECS&THE LIKE SHALL BE KEPT AT THE JOB SITE ALL COSTS AND DAMAGES. CONDENSATION ACTS AND OTHER EMPLOYEE BENEFIT ACTS, FROM FUEL GAS CODE OF NEW YORK STATE AT ALL TIMES. CLAIMS FOR DAMAGES BECAUSE OF BODILY INJURY, INCLUDING DEATH, MECHANICAL CODE OF NEW YORK STATE ':": :: AND FROM CLAIMS FOR DAMAGES TO PROPERTY WHICH MAY ARISE OUT PLUMBING CODE OF NEW YORK STATE` SMOKE DETECTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THEIR OWN GENERAL NOTES NOISE - ORDER - SAFTEY OF OR RESULT FROM THE CONTRACTOR'S OPERATIONS UNDER THIS PROPERTY MAINTENANCE CODE OF NEW YORK STATE - - SD SECURITY,TEMPORARY HEAT,WATER, ELECTRICAL POWER,LIGHTING, CONTRACT,WHETHER SUCH OPERATIONS BE BY HIMSELF OR BY ANY RESIDENTIAL CODE OF NEW YORK STATE AND HOISTING. IF NEEDED COORDINATE THESE SERVICES WITH THE DEMOLITION AND OTHER WORK WHICH CREATES DISTURBING NOISE SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY COUNTY DEPARTMENT OF HEALTH SERVICES CODE CARBON MONOXIDE DETECTOR BUILDING MANAGEMENT. MUST BE SCHEDULED WITH BUILDING MANAGEMENT AND PERFORMED ANY OF THEM. THIS INSURANCE SHALL BE WRITTEN FOR NOT LESS THA LOCAL ZONING&BUILDING CODE CM DURING PERMITTED HOURS.THE DELIVERY, HANDLING,AND ANY LIMITS OF LIABILITY SPECIFIED AS PART OF THE CONTRACT INSTALLATION OF MATERIALS, EQUIPMENT,AND DEBRIS MUST BE DOCUMENTS OR REQUIRED BY LAW,WHICHEVER IS THE GREATER,AND WINDOW DESIGNATION W101 GENERAL NOTES - DIRECT HIRE SUBS ARRANGED TO AVOID ANY INCONVENIENCE. SHALL INCLUDE CONTRACTUAL LIABILITY INSURANCE. CERTIFICATE OF GENERAL NOTES - DRAWINGS & SPECS JCG ARCHITECT SUCH INSURANCE SHALL BE FILED WITH THE OWNER, THE ARCHITECT AND THE OWNER RESERVE THE RIGHT TO LET OTHER ON JOB SITE, IT IS TPG'S INTENT TO HAVE JOB SAFETY TAKE DRAWINGS ARE THE PROPERTY OF JOHN C. GRAMLICH,ARCHITECT AND JOHN C. GRAMLICH, RA DOOR DESIGNATION D101 CONTRACTORS WORK ON THE PROJECT.THE GENERAL CONTRACTOR PRECEDENCE AT ALL TIMES.THIS MEANS THAT ALL CONSTRUCTION SHALL NOT BE REPRODUCED WITH OUT THE PERMISSION OF JOHN C. SHALL BE RESPONSIBLE FOR COORDINATION OF SUCH WORK AND TOOLS AND EQUIPMENT USED ON THE PROJECT MUST MEET THE LATEST GENERAL NOTES - OWNER INSURANCE GRAMLICH,ARCHITECT. ESTABLISHING SCHEDULES FOR ALL TRADES;THEY SHALL AFFORD OSHA STANDARDS, IN ADDITION ALL LOCAL STATE OR FEDERAL CODES ROOM NAME&NUMBER Room Name OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE HAVING JURISDICTION AT THE JOB SITE,MUST ALSO BE CONSIDERED THE OWNER SHALL BE RESPONSIBLE FOR PURCHASING AND 248 ROUTE 25A SUITE 3066 101 INTRODUCTION AND STORAGE OF THEIR MATERIALS AND THE PART OF THE SAFETY REQUIREMENTS.ANY DAMAGED TOOLS OR MAINTAINING HIS OWN LIABILITY INSURANCE AND,AT HIS OPTION,MAY THE CONSTRUCTION DRAWINGS GENERALLY INDICATE THE SCOPE AND 0 QUALITY OF THE WORK, BUT ARE NOT PRESENTED AS BEING ABSOLUTE, EAST SETAUKET, NY 11773 EXECUTION OF THEIR WORK. EQUIPMENT MUST BE REPLACED WEDIATELY.AT THE TIME OF MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM AGAINST CLAIMS WALL TYPE DESIGNATION ALL INCLUSIVE, OR FREE FROM ERRORS OR OMISSIONS. ANY AND ALL FP01 COMPLETION OF THE PROJECT PLEASE INSURE THAT ALL EQUIPMENT WHICH MAY ARISE FROM OPERATION UNDER THE CONTRACT. WORK AND ANY AND ALL MATERIALS NOT SPECIFICALLY LISTED IN THE JCGRAMLICH GMAIL.COM GENERAL NOTES - SHOP DRAWINGS AND TOOLS ARE REMOVED FROM PROJECT. CONSTRUCTION DOCUMENTS THAT ARE REQUIRED OR CAN ELEVATION DESIGNATION REASONABLY OR NORMALLY BE INTERPRETED OR INFERRED, 4 ALL CONTRACTORS SHALL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL ANJY CONSTRUCTION TOOLS&/OR EQUIPTMENT USED ON PROJECT MUD GENERAL NOTES - GC WORK PERFORMACE THEREFORE, SHALL BE FURNISHED AND INSTALLED BY THE BE PROPERLY GROUNDED&USE ONLY SOURCE OF POWER APPROVED CONTRACTOR AS PART OF THE PROJECT SCOPE. LICENSE & SEAL DETAIL DESIGNATION TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK,SHOP BY BUILDING MANAGEMENT SO AS NOT TO DISRUPT BUILDING'S THE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE SECTION DESIGNATION D2 DRAWING SUBMITTALS SHALL BE IN THE FORM OF(4)BLACK AND WHITE EL.ECTRICAL SYSTEMS&MUST ALSO FOLLOW OSHA GUIDELINES OR ANY AND GOOD ORDER AMONG HIS EMPLOYEES,AND SHALL NOT EMPLOY ON ALL WORK,AS EITHER IMPLIED OR REASONABLY INFERABLE FROM THE �¢ED Ape D2 PRINTS OF EACH DRAWING.APPROVAL OF SHOP DRAWING SHALL 07HER CODE REQUIREMENTS HAVING JURISDICTION OVER TOOLS AND THE WORK AN UNFIT PERSON OR ANYONE NOT SKILLED IN THE TASK �y A2 A2 INDICATE ONLY THAT SUCH DRAWINGS GENERALLY EXPRESS THE EQUIPMENT. ASSIGNED TO HIM. CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS,SHALL BE �5 G Rq INTENT OF THE CONTRACT DOCUMENTS AND SHALL NEITHER BE THE RESPONSIBILITY OF THE CONTRACTOR.ALL DRAWINGS AND CONSTRUED AS A COMPLETE CHECK NOR RELIEVE THE CONTRACTOR SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE ABBREVIATIONS THROUGHOUT THE ENTIRE COURSE OF CONSTRUCTION THE GC AND ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER IN OF RESPONSIBILITY FOR QUANTITIES AND DIMENSIONS.ALL CONTRACTOR AND THE INCLUSION OF ANY WORK BY MENTION, NOTE, CONTRACTORS SHALL SUBMIT CUTS, SAMPLES AND FINISHES FOR ANJY OTHER TRADE WORKING ON JOB SITE,MUST FOLLOW THE CURRENTACCORDANCE WITH ACCEPTABLE AND RECOMMENDED PRACTICE OF DETAIL, ITEMIZATION OR IMPLICATION, HOWEVER BRIEF,MEANS THAT ' A.B. ANCHOR BOLT LNDG LANDING WRITTEN APPROVAL PRIOR TO ORDERING OF FABRICATION. OSHA GUIDELINES IN ADDITION TO ALL LOCAL,STATE AND FEDERAL THE TRADE. THE CONTRACTOR SHALL PROVIDE AND INSTALL SAME,ALL WORK AFF ABOVE FINISHED FLOOR L.VL LAMINATED STRAND LUMBER CODES HAVING JURISDICTION AS IT RELATES TO PROTECTIVE CLOTHING PERFORMED SHALL INCLUDE ALL APPURTENANCES AND APPARATUS ��q 038051 Q� AVG AVERAGE SUCH AS,BUT NOT LIMITED TO: HARD HATS, GLOVES, EYE PROTECTION, CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF NORMALLY DEEMED TO BE A PART OF A COMPLETED PACKAGE WITHIN rFOF IN NA.B. MOISTURE BARRIER SHOES,AND CLOTHING AND/OR ANY OTHER PROTECTIVE CLOTHING CONSTRUCTION. THE DEFINITIONS OF NORMAL INDUSTRY STANDARDS. BD BOARD NAFG MANUFACTURER NEEDED FOR A SAFE ENVIRONMENT,ANY PEOPLE WORKING AT THE JOB B.O. BOTTOM OF IVAL MICROLAM S17E MUST FOLLOW THESE CODES AND REGULATIONS WITHOUT THE CONTRACTOR SHALL SUPERVISE THE WORK USING HIS BEST SKILLS THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE BSMT BASEMENT NA.O. MASONRY OPENING EXCEPTION. AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE DRAWINGS WITH ACTUAL MEASUREMENTS OF ALL WORK IN PLACE AT NYS STATE LAW FOR ALL MEANS, METHODS,TECHNIQUES,SEQUENCES AND THE SITE AND BE RESPONSIBLE FOR THE CORRECTNESS OF THEM. CJ CEILING JOIST cJ CONTROL JOINT NJIC NOT IN CONTRACT THIE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE SITE PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR UNAUTHORIZED ALTERATION OR ADDITION TO WITH MATERIALS OF EQUIPMENT AND SHALL ROUTINELY KEEP THE WITH OTHER TRADES. CONSIDERATION AND DIRECTION. ARCHITECTURAL PLANS OR SPECIFICATIONS CT CONCRETE CO.C. ON CENTER PREMISES AND SURRROUNDING AREA FREE FROM ACCUMULATION OF BEARING A LICENSED ARCHITECT'S SEAL IS A CT COLLAR TIE WL HT PLATE HEIGHT WASTE MATERIALS OR RUBBISH. AT THE END OF EACH DAYS WORK HE THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. VIOLATION OF PART 69.5.B OF TITLE 8 OF THE DBL DOUBLE P'SL PARELLEL STRAND LUMBER SHALL LEAVE THE SITE IN AS ORDERLY A CONDITION AS POSSIBLE, THROUGH INSPECTION OF THE SITE, DRAWINGS,AND SPECIFICATIONS, OFFICIAL COMPILATION,CODES,RULES AND SO AS TO THOROUGHLY UNDERSTAND THE WORK.ANY AND ALL REGULATIONS OF THE STATE OF NEW YORK, DJ DECK JOIST ALL WINDOWS SHALL BE KEPT CLOSED IN THE WORK AREAS. DISCREPANCIES AND OMISSIONS SHALL BE REPORTED TO THE DWG DRAWING RJ ROOF JOIST ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. IT IS THE GENERAL NOTES - PROJECT REQUIREMENTS R.O. ROUGH OPENING ALL FIRE EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES, RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPANCIES KEY PLAN EJ EXPANSION JOINT RR ROOF RAFTER ALL BUILDING LINES, ELEVATIONS AND GRADES SHALL BE SET BY A EL ELEVATION OR OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED FROM LICENSED LAND SURVEYOR. EXIST'G EXISTING S;IM SIMILAR FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB SITE DURING THE ARCHITECT PRIOR TO WORK BEING DONE.ANY WORK THAT EXT EXTERIOR CONSTRUCTION. PLUS, CONTRACTOR TO HAVE PROPER MEDICAL PROCEEDS OTHERWISE SHALL BE, IF INCORRECTLY PERFORMED, SOIL BEARING CAPACITY SHALL BE DETERMINED BY WAY OF A TEST T.0. TOP OF EWERGENCY KIT AVAILABLE AT JOB SITE PER ALL APPLICABLE CODES REPLACED OR REPAIRED WITH THE COST FOR SAME BEING BORNE BY HOLE ANALYSIS PERFORMED BY A LICENSED SOIL ENGINEER IN ORDER F.F. FINISH FLOOR T_YP TYPICAL ANJD REGULATIONS. THE CONTRACTOR.THEY SHALL VERIFY ALL DIMENSIONS FOR TO DETERMINE THE TYPE&BEARING CAPACITY OF THE SOIL. REFER TO FLR FLOOR COORDINATION.FJ FLOOR JOIST U)N UNLESS NOTED "DESIGN CRITERIA" FOR ASSUMED BEARING CAPACITY WHEN NO SOIL FND FOUNDATION BORING TEST HAS BEEN PROVIDED. FTG FOOTING V/.B. VAPOR BARRIER GENERAL NOTES - SITE & BUILDING ORDER VERT VERTICAL GENERAL NOTES - MATERIALS & EQUIPMENT THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE CLAM GLULAM WIF VERIFY IN FIELD THIE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SITE, ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE CLEANLINESS OF THE WORK AREA AND THE AREAS INVOLVED IN THE CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE HDR HEADER V'ND WOOD THE DELIVERY OF THEIR MATERIALS. MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT HORIZ HORIZONTAL GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND REMOVE UNLESS OTHERWISE SPECIFIED,AND THAT ALL WORK WILL BE OF GOOD REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE CONDITIONS. INT INTERIOR FROM THE PREMISES ALL WASTE MATERIALS, RUBBISH,WRAPPINGS, YEAR AFTER COMPLETION, AND SELVAGES AS GENERATED BY THE CONSTRUCTION, DEMOLITION AND/OR THE DELIVERY AND INSTALLATION OF ANY PRODUCTS, ALL MATERIALS SHALL BE PROTECTED FROM WEATHER GENERAL NOTES - BIDDING MATERIALS,OR EQUIPMENT WHICH IS PART OF THEIR CONTRACT. WITH WATER-RESISTANT TARPS. ALL TARPS SHALL BE SECURED TO GROUND OR STRUCTURE TO PREVENT WIND BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES GENERAL CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM UPLIFT. WITH EXISTING CONDITIONS AT THE SITE. CLEAN ALL CARPETED AREAS,CLEAN ALL FLOORING, MILLWORK,ETC, AND UNCOVER AND VACUUM OUT ALL CONVECTOR UNITS AFTER THE ALL MATERIALS SHALL BE STOCK-PILED NEATLY & IN AN BIDDERS MUST BE FAMILIAR WITH ALL ASPECTS OF THE PROJIECT. INSTALLATION IS COMPLETED,AND MAINTAIN CONDITION THROUGH THE ORGANIZED MANNER. LOSS OF MATERIALS DUE TO LACK O TENANTS MOVE IN.THE ENTIRE POST-CONSTRUCTION SITE IS TO BE ORGANIZATION WILL BE THE CONTRACTORS SOLE DUST FREE AND ALL STAINS REMOVED FROM ANY FLOORING,WALLS RESPONSIBILITY & COST. AND/OR CEILINGS. GENERAL NOTES - GC QUALIFICATIONS THE CONTRACTOR SHALL PROTECT ALL ADJACENT OR AFFECTED AREAS THE GENERAL CONTRACTOR IS EXPECTED TO BE AN EXPERT IN HIS TO REMAIN FROM BOTH CONSTRUCTION DAMAGE AND/OR WEATHER FIELD. PENETRATION. GENERAL NOTES - CHANGES THE CONTRACTOR SHALL BE LICENSED IN ACCORDANCE WITH ALL ALIL WORK, COMPLETED OR OTHERWISE, SHALL BE PROPERLY ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER, IN LOCAL&STATE AGENCIES HAVING JURISDICTION &AS RELEVANT TO THE PROJECT TITLE PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED WRITING, FOR APPROVAL, PRIOR TO COMMENCEMENT.ALL PRICING ACTS OR WORK PERFORMED, METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, INCLUDING CREDITS,OR ADDITIONS ARE TO BE FURNISHED TO OWNER BARRICADES, ETC ..AS MAY BE NEEDED TO PROTECT LIFE AND AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH THE DONALDSON RESIDENCE PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING GENERAL CONTRACT. GENERAL NOTES - GC SELECTION & HIRE JURISDICTION OVER THIS WORK.THEY SHALL REPAIR,AT THEIR OWN COST,ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED SUBSTITUTIONS FOR MATERIALS,METHOD AND/OR SEQUENCE OF THE OWNER IS RESPONSIBLE TO HIRE A GENERAL CONTRACTOR PROJECT ADDRESS BY'THEIR OPERATION. CONSTRUCTION SHALL BE REVIEWED WITH THE ARCHITECT AND OWNER EXPERIENCED IN THE SUPERVISORY WORK REQUIRED TO COMPLETE PRIOR TO AWARDING OF THE CONTRACT AND ALL SUCH SUBSTITUTIONS THIS PROJECT. DAY TO DAY PROFESSIONAL SUPERVISION IS(REQUIRED 710 EAST RD MUST RECEIVE WRITTEN APPROVAL FROM THE FOR THE COMPLETION OF THIS PROJECT. IF ERROR OR OMISSIONS CUTCHOGUE, NY 11935 ARCHITECT/OWNER. OCCUR DUE TO THE ABSENCE OF QUALIFIED DIRECT SUPERVISION THEN GIENERAL NOTES - GUARANTEES THE OWNER SHALL BE RESPONSIBLE FOR ALL CORRECTIONS. THIE CONTRACTOR SHALL DELIVER TO THE OWNER, UPON SUBSTANTIAL THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE PROJECT PHASE COMPLETION OF THE WORK,A WRITTEN GUARANTEE TO COVER A DRAWINGS AND SPECIFICATIONS AS THE WORK PROGRESSES. PERIOD OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION BULLETINS, CHANGE ORDERS, DRAWINGS,SPECIFICATIONS INSTRUCTIONS COVERING SUCH CHANGES WILL BE ISSUED TO O THE GENERAL NOTES - SUB HIRE & SELECTION CONSTRUCTION (CD) ANJD ACCEPTANCE BY THE OWNER, CONTRACTOR WHOSE RESPONSIBILITY IT WILL BE TO DISTRIBUTE THESE SELECTION OF SUBCONTRACTORS IS SUBJECT TO THE OWNER'S REVIEW THIE CONTRACTOR SHALL GUARANTEE IN WRITTEN FORM,AS IMMEDIATELY AND TO NOTIFY THE FIELD OFFICE AND ALL PRIOR TO AWARDING OF CONTRACT.THE GENERAL CONTRACTOR MUST ACCEPTABLE TO THE OWNER,ALL LABOR AND MATERIALS INSTALLED BY SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS MAY BE SUBMIT A LIST OF THEIR PROPOSED SUBCONTRACTORS WITH THE INCEPTION DATE ISSUE DATE THIEM FOR A PERIOD OF NOT LESS THAN ONE(1)YEAR AFTER DATE OF NECESSARY TO AVOID ERRORS IN THE WORK WHICH MAY OCCUR DUE SUBMISSION OF THIS BID,AS WELL AS EVIDENCE THAT THOSE, 1 2.01 .2024 04.10.2026 ACCEPTANCE OF THE WORK BY THE OWNER EXCEPT AS MODIFIED TO THE USE OF SUPERCEDED DRAWINGS.WORK AFFECTED BY SUBCONTRACTORS REQUESTED TO BE AFFORDED THE OPPORTUNITY HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR,ALL WORK CHANGES PROPOSED IN ANY REVISED DRAWINGS OR OTHER TO BID HAVE HAD THAT OPPORTUNITY AND HAVE RESPONDED. SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST DOCUMENTS ISSUED TO THE CONTRACTOR SHALL NOT BE EXECUTED SHEET TITLE TO)THE OWNER. UNLESS CHANGES ARE ACCOMPANIED BY LETTER OF AUTHORIZATION TO PROCEED ACCORDINGLY, IN CASES WHERE INSTRUCTIONS GENERAL NOTES - FEES & APPLICATIONS UPION COMPLETION OF THE JOB,THE GENERAL CONTRACTOR SHALL ACCOMPANYING ANY ISSUE OF REVISED DRAWINGS OR SPECIFICATIONS GENERAL NOTES SUBMIT CERTIFICATES OF INSPECTION AND A CERTIFICATE OF REQUEST ESTIMATES OF COST INVOLVED, SUCH ESTIMATES SHALL BE UNLESS OTHERWISE SPECIFICALLY NOTED,THE CONTRACTOR SHALL SUBSTANTIAL COMPLETION. PREPARED AND SUBMITTED PROMPTLY IN ORDER NOT TO UNDULY PROVIDE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT,TOOLS, EFFECT THE PROGRESS OF THE WORK. CONSTRUCTION EQUIPMENT AND MACHINERY,TRANSPORTATION,AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. GENERAL NOTES - DAMAGES THE CONTRACTOR SHALL PAY ALL SALES, CONSUMER,USE AND OTHER THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS SIMILAR TAXES REQUIRED BY LAW AND SHALL SECURE ALL PERMITS, INCURRED FOR DAMAGES CAUSED BY THEIR SUBCONTRACTORS. FEES AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK. PLUMBING RISER PLUMBING RISER NOTES DETECTOR MOUNTING HD sD cM CARBON MONOXIDE ALARMS cM BUILDING CODE REFERENCE P3103.1 ROOF EXTENSION 44n, SECTION R315 w OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE Dead-air " CARBON MONOXIDE ALARMS NOTE: TERMINATED NOT LESS THAN 6"ABOVE THE ROOF OR 6"ABOVE space minimum [NY] R315.1 General. Carbon monoxide alarms shall be THE FOLLOWING BUILDING CODE SECTION ARE NOT ALL INCLUSIVE AND ARE INCLUDED FOR REFERENCE ONLY.ALL P TRADES MUST REFER TO THE APPROPRIATE BUILDING CODE DOCUMENTS FOR DETAILED INFORMATION BEYOND THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS Ceiling provided in accordance with Section 915 of the Fire Code of NYS. GREATER.WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A WHAT IS PROVIDED BELOW PROMENADE,OBSERVATION DECK { 2020 Fire Code of New York State CHAPTER 3 BUILDING PLANNING OR SUNBATHING DECK OR FOR SIMILAR PURPOSES, OPEN VENT <. _ - a-�� ;.Y [NY]915.1General. SECTION R301 PIPES SHALL TERMINATE NOT LESS THAN T 0 ABOVE THE ROOF. _ New and existing residential buildings shall be provided with carbon monoxide DESIGN CRITERIA } P3103.2 FROST CLOSURE -_ M e r' detection(herein as CMD)and notification in accordance with this Section !, WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN 915. R301.2 Climatic and geographic design criteria.Buildings shall be constructed in accordance with the provisions of this code as TEMPERATURE IS 0 DEG. F 18 DEG.C OR LESS,VENT _� ;rs "'" r rr ,` limited by the provisions of this section.Additional criteria shall be established by the local jurisdiction and set forth in Table ( ) T R301.2(1).(Refer to table in this drawing set). EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS w - .. _-• ' �r [NY] 916.3.1 Residential Buildings That Contain a Fuel-Burning THAN 3"IN DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT Appliance~�. .�� pp SECTIONR302 SHALL BE MADE NOT LESS THAN V-0"INSIDE THE THERMAL Best CMD shall be installed in residential buildings in all rooms,occupiable space, A ENVELOPE OF THE BUILDING. 12-in" FIRE-RESISTANT CONSTRUCTIONj�GV'EI" � ,^ dwelling units,sleeping areas, and sleeping units that contain afuel-burning 9 9 9 p 9 9 p qY (here a liance. R302.6 Dwellin - ara a fire se aration.The ara a shall be se arated as re uired b Table R302.6. Refer to Table in this 4"f3MAIN �'tel-@ � � IV1.9Ximllt'Yl pp drawing set). STACK&VENT PLUMBING TRAP SIZES I [NY] 915.3.1.2 Rooms With Communicating Openings I l i CMD shall be installed in central R302.11 Fireblocking.In combustible construction,fireblocking shall be provided to cut off both vertical and horizontal concealed i ace tra or otherwise approved location in JCG ARCHITECT � draft openings and to form an effective fire barrier between stories,and between a top story and the roof space.Fireblocking shall TRAPSIZE occupiable space that have a direct communicating opening to a room that be provided in wood-framed construction in the following locations: -r PLUMBING FIXTURE MINIMUM Acceptable contains afuel-burning appliance. 1. In concealed spaces of stud walls and partitions,including furred spaces and parallel rows of studs or staggered studs,as J 0 H N C. G RAM L I C H, RA I (inches) here � p P 9 p p 99 Bathtub(with or without shower head and/or [NY] 915.3.1.3 Dwelling Units and Sleeping Units That Contain a follows: whirlpool attachments 1/_ 1.1. Vertically at the ceiling and floor levels. Po ) Fuel-Burning Appliance 1.2. Horizontally at intervals not exceeding 10 feet. -L---- Bidet }1/q CMD shall be installed outside of sleeping areas and within 10 feet of the 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits,drop ceilings and cove r----, entrance to the sleeping areas in dwelling units and sleeping units that Clothes washer standpipe 2 ceilings. I contain a fuel-burning appliance. 248 ROUTE 25A SUITE 3066 I I I i Dishwasher(on separate trap) 1'/ ATTIC C PULL DOWN STAIR 3. In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with 2 Section EAST SETAUKET NY 11773 Floor drain 2 [NY] 915.3.3 Residential Buildings With an Attached Motor Vehicle 4. At openings around vents,pipes,ducts,cables and wires at ceiling and floor level,with an approved material to resist the � i Kitchen sink(one or two traps,with or AA1510B ALUMINUM ATTIC STAIR AS MF Related Occupancy I i free passage of flame and products of combustion.The material filling this annular space shall not be required to meet the JCGRAMLICH GMAIL.COM 1 without dishwasher and food waste disposer) 11/ BY WERNER CMD shall be installed in a central or otherwise approved location in each ASTM E136 requirements. Bbth-1 i ATTIC ACCESS STAIR DESIGNED TO FIT occupiable space in a commercial building and within 10 feet of the entrance I I Laundry tub(one or more comparhnents) 1'/, to sleeping rn areas and sleeping In units in residential buildingsand commercial 5. For the fireblocking of chimneys and fireplaces,see Section R1003.19. I xist i IN OPENING 18"x24"MINIMUM p 9 p 9 I I I Lavatory 1'/, 250LB MAXIMUM LOAD CAPACITY buildings that: 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. I I Shower(based on the total flow rate through ,, ,�a, Have a communicating opening with an attached motor vehicle related SECTION R302 showerheads and bodysprays) f.` SECTION R807 occupancy, LICENSE & SEAL Flow rate: �* ATTIC ACCESS Share one or more common walls with an attached motor vehicle related FIRE-RESISTANT CONSTRUCTION I 5.7 gpm and less 1'/x :" • .' occupancy,or R302.12 Draftstopping.In combustible construction where there is usable space both above and below the concealed space of a R807.1 Attic access. Buildings withfloor ceilin ly p p q More than 5.7 gpm up to 12.3 gpm 2 i Are located one story above or below a motor vehicle related occupancy. g assemb ,draftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare feet. fkr-n*4 combustib►e ceiling or roof construction shall ry p Y•More than 12.3 gpm up to 25.8 gpm 3 i ` have an attic access o enin to attic areasDraftstopping shall divide the concealedMore than 25.8 gpm up to 55.6 gpm 4 p g space into approximately equal areas.Where the assembly is enclosed by a floor membrane above and a ceiling membraneTO 1 "0 TO ` that have a vertical height of 30 inches(762 [NY] 915.4.1.1 Power Source CMD alarms shall receive their nma ower from the buildin wirin where below,draftseiling is su pshall be provided oor fra-ceiling assemblies under the following circumstances: 4" ) mm)or greater over an area of not less than primary p g 9 1. Ceiling is suspended under the floor framing. ,�� 30 square feet(2.8 m2).The vertical height such wng is served from a commercial source, and when primary power is FIXTURE CLEARANCES '' 2. Floor framing is constructed of truss type open-web or perforated members. I � ,� shall be measured from the top of the ceil-ing interrupted,shall receive power from a battery.Wiring shall be permanent and ,1 framing members to the underside of the roof without a disconnecting switch other than that required for overcurrent framing members. protection. SECTION R303 Exceptions: LIGHT,VENTILATION AND HEATING to I I The rough-framed opening shall be not less p than 22 inches b 30 inches 559 mm b 762 9 g q y R303.1 Habitable rooms.Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of -q 038051 Q' ,Ba """ O mR r+ y ( y Existing residential buildings otherwise required b the Uniform Code. such rooms.Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. TF mm)and shall be located in a hallway or Carbon monoxide alarms installed in accordance with an earlier version of the r"N� Uniform Code may be cord-type or direct I Such openings shall be provided with ready other location with ready access.Where Y yp pug when permitted by such code. jSON ). located in a wall,the opening shall be not lessaccess or shall otherwise be readily controllable by the building occupants.The operable area to the outdoors shall be not less Ltl�lf1/ Kitchen I I �.� than 22 inches wide by 30 inches high (559 [NY] 915.4.1.3 Combination Alarms than 4 percent of the floor area being ventilated. mm wide by 762 mm high).Where the access A combination carbon monoxide/smoke alarm shall be an acceptable R303.8 Exterior stairway illumination.Exterior stairways shall be provided with an artificial light source located at the top landing NYS STATE LAW is located in a ceiling, minimum unobstructed alternative to a carbon monoxide alarm,provided that: t; The combination alarm is installed in a location and in a manner that satisfies of the stairway.Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial �¢� �� head-room in the attic space shall be 30 light source located at the bottom landing of the stairway. I A inches(762 mm)at some point above the the Uniform Code requirements for both carbon monoxide alarms and smoke UNAUTHORIZED ALTERATION OR ADDITION TO FRESH AIR onI a� alarms,or �A,� access measured vertically from the bottom SECTION R304 ARCHITECTURAL PLANS OR SPECIFICATIONS GRADE ORBS.`E The room s xa of ceiling framing members.See Section ( ),area(s),or space(s)that the combination alarm serves are also MINIMUM ROOM AREAS BEARING A LICENSED ARCHITECT'S SEAL IS A M1305.1.3 for access requirements where served by a code compliant smoke alarm or fire alarm system in the instances mechanical equipment is located in attics. that a smoke alarm or fire alarm system is required by the Uniform Code. R304.1 Minimum area.Habitable rooms shall have a floor area of not less than 70 square feet. VIOLATION OF PART 69.5.E OF TITLE 8 OF THE 1 " Exception:Kitchens. OFFICIAL COMPILATION CODES RULES AND SANITARY LINE NIE 4110 4110 708 APPLIANCES L IAN C ES I N ATTICS CODE R304.2 Minimum dimensions.Habitable rooms shall be not less than 7 feet in any horizontal dimension. REGULATIONS OF THE STATE OF NEW YORK. ' TO SANITARY � SMOKE ALARMS & HEAT SD H D SECTION R305 SYSTEM CCLEAPPUCE „N NA1305.1.2 Appliances in attics.Attics containing appli-ances shall be provided SECTION R314 CEILING HEIGHT a "11 KEY PLAN R305,1 Minimum height.Habitable space,hallways and portions of basements containing these spaces shall have a ceiling HOUSE TRAP with a Iowremoval lng and a of the largeear st appliance,nd b rut not esst passageway in hes enough mm SMOKE ALARMS AND HEAT DETECTION height of not less than 7 feet,Bathrooms,toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 8 9 ( ) high and 22 inches(559 mm)wide and not more than 20 feet(6096 mm)long [NY] R314.2.1 New construction.Smoke alarms shall be provided in Exceptions: rmeasured along the centerline of the passageway from the opening to the dwelling units. Heat detection shall be provided in new attached garages. 1. For rooms with sloped ceilings,the required floor area of the room shall have a ceiling height of not less than 5 feet and not alppliance.The passageway shall have continuous solid flooring in accor-dance less than 50 percent of the required floor area shall have a ceiling height of not less than 7 feet. vwith Chapter 5 not less than 24 inches(610 mm)wide.A level service space [NY] R314.2.2 Smoke alarms in existing buildings. 2. The ceiling height above bathroom and toilet room fixtures shall be such that the fixture is capable of being used for its _ noot less than 30 inches(762 mm)deep and 30 inches(762 mm)wide shall be Existing dwellings undergoing repair,alteration,change of occupancy, intended purpose.A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches present along all sides of the appliance where access is required.The clear addition or relocation shall be provided with smoke alarms as required by above an area of not less than 30 inches by 30 inches at the showerhead. arccess opening dimensions shall be not less than of 20 inches by 30 inches Appendix J. 3. Beams,girders,ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 (508 mm by 762 mm),and large enough to allow removal of the largest feet 4 inches of the finished floor. alppliance. [NY] R314.2.3 Attached garages.Heat detection rated for the ambient Exceptions: outdoor temperatures shall be installed in new garages that are attached to or SECTION R308 1 . The passageway and level service space are not required where the located within new and existing dwellings. Heat detection shall be installed in GLAZING aippliance can be serviced and removed through the required opening. a central location and in accordance with the manufacturer's instructions. R308.4 Hazardous locations.The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific 2.. Where the passageway is unobstructed and not less than 6 feet(1829 Exception:Heat detection shall not be required in dwellings without hazardous locations for the purposes of glazing. nnm)high and 22 inches(559 commercial power. R308.4.1 Glazing in doors.Glazing in fixed and operable panels of swinging,sliding and bifold doors shall be considered to be a nnm) wide for its entire length,the passageway shall be not more than 50 feet hazardous location, (115 250 mm)long. R314.3 Location.Smoke alarms shall be installed in the following locations: R308.4.2 Glazing adjacent to doors.Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be 1. In each sleeping room. a hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor or walking surface and it WIND SPEED 2. Outside each separate sleeping area in the immediate vicinity of the meets either of the following conditions: bedrooms. 1. Where the glazing is within 24 inches(610 mm)of either side of the door in the plane of the door in a closed position. 3. On each additional story of the dwelling, including basements and 1126 VMPH-USE 130 MPF WIND SPEED PER ASCE 7-16 habitable attics and not including crawl spaces and uninhabitable attics. In 2. Where the glazing is on a wall less than 180 degrees(3.14 rod)from the plane of the door in a closed position and within 24 dwellings or dwelling units with split levels and without an intervening door inches(610 mm)of the hinge side of an in-swinging door. between the adjacent levels,a smoke alarm installed on the upper level shall considered Glazing in windows.Glazing in an individual fixed or operable panel that meets all of the following conditions shall be suffice for the adjacent lower level provided that the lower level is less than considered to os a hazardous location: 1. The exposed area of an individual pane is larger than 9 square feet(0.836 m2). one full story below the upper level. 2. The bottom edge of the glazing is less than 18 inches(457 mm)above the floor. 4. Smoke alarms shall be installed not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower unless 3. The top edge of the glazing is more than 36 inches(914 mm)above the floor. this would prevent placement of a smoke alarm required by this section. 4. One or more walking surfaces are within 36 inches(914 mm),measured horizontally and in a straight line,of the glazing. R314.3.1 Installation near cooking appliances.Smoke SECTION R310 alarms shall not be installed in the following locations unless this would EMERGENCY ESCAPE AND RESCUE OPENINGS prevent placement of a smoke alarm in a location required by Section R314.3. R310.1 Emergency escape and rescue opening required.Basements,habitable attics and every sleeping room shall have not 1. Ionization smoke alarms shall not be installed less than 20 feet(6096 less than one operable emergency escape and rescue opening.Where basements contain one or more sleeping rooms,an mm)horizontally from a permanently installed cooking appliance. emergency escape and rescue opening shall be 2. Ionization smoke alarms with an alarm-silencing switch shall not be required in each sleeping room.Emergency escape and rescue openings shall open directly into a public way,or to a yard or court installed less than 10 feet horizontally from a permanently installed cooking that opens to a public way. Exceptions: appliance. 1. Storm shelters and basements used only to house mechanical equipment not exceeding a total floor area of 200 square feet. 3. Photoelectric smoke alarms shall not be installed less than 6 feet &dili (Refer to additional notes etas within this drawing set) horizontal) PROJECT TITLE R311. N R314.4 Interconnection.Where more than one smoke alarm is SECTION R311 FLOOR .341: LANDINGS R311.5.6.2: HANDRAIL CONTINUITY [NY] to be installed within an individual dwelling unit in accordance with MEANS OF EGRESS DONALDSON RESIDENCE FLOOR OR LANDING IRS TOP& MUST EXTEND FULL LENGTH I STAIR& Section R314.3,the alarm devices shall be interconnected in such a manner R311.1 Means of egress.Dwellings shall be provided with a means of egress in accordance with this section.The means of BOTTOM OF ALL STAIRS MUST BE RETURNED NEWELS TERMINATE IN UNDER STAIR PROTECTION that the actuation of one alarm will activate all of the alarms in the individual egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to FLOORS MAX VERTICAL RISE BETWEEEN NEWEL POSTS. NEWELS OR VOLUTES the required egress door without requiring travel through a garage.The required egress door shall open directly into a public way FLOORS OR LANDINGS ARE ALLOWED OVER LOWEST TREAD dwelling unit. Physical interconnection of smoke alarms shall not be required R302.7 UNDER-STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR where listed wireless alarms are installed and all alarms sound upon or to a yard or court that opens to a public way. 3'-0"MIN WIDTH(BUT NOT LESS THAN SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. p PROJECT ADDRESS STAIRWAY SERVED R311.5.3: HEADROOM activation of one alarm. R311.2 Egress door.Not less than one egress door shall be provided for each dwelling unit.The egress door shall Ibe 3'-0"MIN DEPTH MEASURED DIRE(CTION 6'-8"MIN HEADROOM MEASURED Exception:Smoke alarms and alarms installed to satisfy Section R314.4.1 ( shall not be required to be interconnected to existing smoke alarms where side-hinged,and shall provide a clear width of not less than 32 inches where measured between the face of the door and the stop, OF TRAVEL) VERTICALLY FROM SLOPED PLANE such existing smoke alarms are not interconnected or where such new smoke with the door open 90 degrees.The clear height of the door opening shall be not less than 78 inches in height measured from the 710 EAST RD R303.6: STAIRWAY ILLUMINATION ADJOINING TREAD NOSINGS&TO GARAGE O P N G & SEPARATION alarm xi alarm is not capable re being interconnected w the existing smoke top of the 710 EAST RD NY 11935 INTERIOR&EXTERIOR STAIRS REQUIRE LNDG FLOOR SURFACE alarms. threshold to the bottom of the stop.Other doors shall not be required to comply with these minimum dimensions.Egress doors , ARTIFICIAL ILLUMINATION CAPABLE OF R302.5.1 OPENING PROTECTION.OPENINGS FROM A PRIVATE shall be readily operable from inside the dwelling without the use of a key or special knowledge or effort. (1)FT CANDLE MIN GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OTHER OPENINGS [NY] R314.4.1 Heat detection interconnection.Heat detection shall be connected to an alarm or smoke alarm that is installed in the dwelling unit. R311.5.341:LANDINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LIESS THAN 1-3/8"IN R311.3 Floors and landings at exterior doors.There shall be a landing or floor on each side of each exterior door.The width of PROJECT PHASE Alarms and smoke alarms that are installed for this purpose shall be located FLOOR OR LANDING REQ'D TOP& THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1-3/8"THICK,OR 20-MIINUTE FIRE-RATED in a hallway, room or other location that will provide occupant notification. each landing shall be not less than the door served.Landings shall have a dimension of not less than 36 inches measured in the BOTTOM OF ALL STAIRS DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. direction of travel.The slope at exterior landings shall not exceed 1/4 unit vertical in 12 units horizontal(2 percent). 12'-0"MAX VERTICAL RISE [NY] R314.6 Power source.Smoke alarms and heat detection shall receive CONSTRUCTION (CD) ;0 BETWEEN FLOORS OR LANDINGS R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR,CEILINGS SEPARATING their primary power from the building wiring where such wiring is served from R311.6 Hallways.The width of a hallway shall be not less than 3 feet. THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEEIT STEEL OR OTHER TOP OF RUN a commercial source and,where primary power is interrupted,shall receive R312.1 GUARDS APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE R311.7 Stairways. power from a battery.Wiring shall be permanent and without a disconnecting PROVIDE AT OPEN SIDES OF STAIRS switch other than those required for overcurrent protection. Refer to notes&details within this drawing set. INCEPTION DATE ISSUE DATE R3111.5.6: HANDRAILS _ WITH TOTAL RISE OF 30"OR MORE R302.5.3 OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE Exceptions: PROVIDE HANDRAIL ON ATLEAST(1) ABOVE THE FLOOR.GUARDS SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. SECTION R314 1 2.01 .2024 04"10"2026 1. Smoke alarms shall be permitted to be battery operated where installed SIDIE OF STAIR WITH(4)OR MORE _J MIN.34"HT MEASURED VERTICALLY SMOKE ALARMS AND HEAT DETECTION RISIERS < in buildings without commercial power. FROM TREAD NOSING R302.6 DWELLING GARAGE FIRE SEPARATION.THE GARAGE SHALL BE SEPARATED AS REQUIRECD BY TABLE R302.6. Refer to notes within this drawing set. F= 2. Smoke alarms installed in accordance with Section R314.2.2 shall be R3111.5.6.3: HANDRAIL GRIP SIZE of R311.5.6.1: HANDRAIL HEIGHT OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM IBOARD SHALL COMPLY permitted to be battery powered. CIRCULAR: 1-1/4"O.D. MIN&2"MAX. > 34"-38"MEASURED VERTICALLY FROM WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY Tf0 GARAGE WALLS SECTION R315 SHEET TITLE 31 1/2"MIN CLEAR R3111.5.1:WIDTH < SLOPED PLANE ADJOINING TREAD THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. [NY] APPENDIX J CARBON MONOXIDE ALARMS 31-11/2"MIN CLEAR WIDTH(1)HANDRAI&27' b NOSINGS&TO LNDG FLOOR SURFACE EXISTING BUILDINGS AND STRUCTURES Refer to notes within this drawing set. MINI CLEAR WIDTH BTWN(2)HANDRAILS N NOTE:TOP OF GUARD CAN SERVE AS 4-1/12"MAX. HANDRAIL PROJECTION HANDRAIL [NY] SECTION AJ601 ALTERATIONS-LEVEL 2 SECTION R319 BUILDING CODE [NY] AJ601.8.1 Smoke alarms.When interior alterations occur,or when SITE ADDRESS R311.5.3.2:TREAD DEPTH TABLE R302.6 one or more sleeping rooms are added or created in existing dwellings,the R312.2 GUARD OPENING LIMITATION DWELLING-GARAGE SEPARATION individual dwelling unit shall be provided with smoke alarms located as R319.1 Address identification.Buildings shall be provided with approved address identification. 9"MIN TREAD DEPTH(NOSE BALLUSTERS(OR SIMILAR)SHALL NOT TO NOSE SEPARATION MATERIAL required for new dwellings;the smoke alarms shall be interconnected BOTTOM OF RUN ALLOW THE PASSAGE OF A 4"SPHERE ) in accordance with Section R314.4. SECTION R807 R311.5.3.1: RISER HEIGHT From the residence and attics Not less than 1/2-inch gypsum board or egluivalent applied to the ATTIC ACCESS R311.5.3.3: PROFILE garage side Exception: In other than bed and breakfast dwellings,smoke alarms in 36"MIN WIDTH R3111.5.1:WIDTH NOSING NOT LESS THAN 3/4"- 1 8-1/4"MAX HEIGHT s existing areas shall not be required to be interconnected and hard wired Ra07.1 Attic access.Buildings with combustible ceiling a roof construction shall have a attic access opening to attic areas that eo From habitable rooms above the garage Not less than /s-inch Type X gypsum bmard or equivalent where interior wall or ceiling finishes are not removed to expose the structure. have a vertical height of 30 inches or greater over an area of not less than 30 square feet.The vertical height shall be measured 36" MIN CLEAR WIDTH BUT NO MORE THAN 1-1/4" g p from the to of the ceiling framing members to the underside of the roof framing members. Structure(s)supporting floor/ceiling assemblies used for separation Not less than gypsum board or uivalent [NY] AJ601.8.1.1 Power source.Smoke alarms shall be permitted to be p 9 9 9 required by this section g•p �Il battery operated when installed in buildings without commercial power or an The rough-framed opening shall be not less than 22 inches by 30 inches and shall be located in a Not less than'/2-inch gypsum board or eqluivalent applied to the irate- on-site electrical power system,or in buildings where existing interior hallway or other location with ready access.Where located in a wall,the opening shall be not less than 22 inches wide by 30 Garages located less than 3 feet from a dwelling unit on the same lot riot side of exterior walls that are within tthis area wall or ceiling finishes are not removed to expose the structure. inches high.Where the access is located in a ceiling,minimum unobstructed headroom in the attic space shall be 30 inches at [NY] AJ601.8.1.2 Interconnection.Smoke alarms shall not be required to some point above the access measured vertically from the bottom of ceiling framing members.See Section M1305.1.3 for SD-1 STAIR CODE DETAIL For Sl: 1 inch=25..4 mm.1 foot-30.4.8 mm. be interconnected where battery operated alarms are permitted. access requirements where mechanical equipment is located in attics. AIR SEALING SECTION AIR SEALING CODE REQUIREMENTS TABLE R402.4.1.1 AIR BARRIER and INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be installed in the building envelope. Air-(permeable insulation shall not be used as a sealing OGeneral requirements Exterior thermal envelope contains a continuous air material. barrier. „ Breaks or joints in the air barrier shall be sealed. ,k...t EXTERIOR SHEATHING CAULKED The air barrier in any dropped ceiling/soffit shall be -- GLUED OR GASKETED TO TOP aligned with the insulation and any gaps in the air The insulation in any dropped ceiling/soffit shall be PLATE O2 Ceiling/attic barrier shall be sealed. aligned with the air barrier. * - to unconditioned attic spaces shall be sealed. Access openings,drop down stair or knee wall doors The junction of the foundation and sill plate shall be Cavities within corners and headers of flame walls L; sealed shaln be insulated by completely filling the cavity with L — _ CEILING GYIP BD TAPED a mmterial having a thermal resistance ofR-3 per inch NEW R30 SPRAY FOAM 7r TO WALL GYP BD O Walls The junction of the top plate and top of exterior walls miniumun. shall be sealed. Exterior thermal envelope insulation for fiamed walls J CG ARCHITECT WALL GYP BID CAULKED shall!be installed in substantial contact and continuous GLUED OR GASKETED Knee walls shall be sealed alignment with the air barrier. J O H N C. G RAM L I C H, RA TO PLATE The space betweenwindow/doorjambsframing s and flaming NSISIG_Rl� BATT LATIO WITHIN EXIST G O Windows,skylights and doors I � � — � RIM JOIST GLUED, CAULKED,OR and skylights and framing shall be seated. GASKETED TO'TOP PLATE s Rim joists Rim joists shall include the air barrier. Rim.Joists shall be insulated. I The air barrier shall be installed at any exposed edge FloorWAILS framing cavity insulation shall be installed to ■ 248 ROUTE 25A SUITE 3066 of insulation maintain permanent contact with the underside of the subfloor decking,or floor framing cavity insulation i EAST SETAUKET, NY 11773 EJ EXTERIOR SHEATHING CAULKED O Floors(including above-garage and shalll be permitted to be in contact with the top side of WALL GYP BlD CAULKED GLUED OR GASKETED TO WINDOW a �— — — — — — — cantilevered floors) shealtlnirng,or conntinuous insuilation installed on the i I OR GLUED ITO WINDOW PLATE R.O. underside of floor framing and extends fi•om the JCGRAMLICH@GMAIL.COM R.O. PLATE bottcom to the top of all perimeter floor framing I EXPANDING FOAM/((MINIMAL) menubers. I @ENTIRE PERIMETER BETWEEN Exposed earth in unvented crawl spaces shall be Where provided,instead of floor insulation,insulation WINDOW FRAME&R.O. Oi Crawl Space walls covered with a Class I vapor retarder with shalll be permanently attached to the crawlspace walls. LICENSE & SEAL overlapping joints taped. Duct shafts,utility penetrations,and flue shafts — — — — — — OShafts,penetrations opening to exterior or unconditioned space shall be T T BRED AqC, sealed BattEs in narrow cavities shall be cut to fit,or narrow ONarrow cavities cavitties shall be filled by insulation that on installation I •� readily conforms to the available cavity space. Air sealing shall be provided between the garage and I EXPANDING FOAM(MINIMAL)@ENTIRE to Garage separation conditioned spaces. PERIMETER BETWEEIN WINDOW Recessed light fixtures installed in the building Recessed light fixtures installed in the building FRAME&R.O. 1 t Recessed lighting thermal envelope shall be sealed to the drywall. thervmal envelope shall be air tight and IC rated. I S� 038051 Q� Batt insulation shall be cut neat! to fit around wiring 9rF 80 WALL GYP BD CAULKED ORt GLUED TO y g OF NE`N WINDOW I R.O. PLATE t2 Plumbing and whing and ilumbing inexterior walls,or insulation that on EXTERIOR SHEATHING CAULKED installlationreadily conforms to available space shall extend behind piping and wiring. GLUED OR GASKETED TO WINDOW The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be PLATE is Shower/tub on exterior wall showers and tubs shall separate them fi•om the insullated. NYS STATE LAW showers and tubs. The air barrier shall be installed behind electrical or UNAUTHORIZED ALTERATION OR ADDITION TO BOTTOM PLATE CAULKED,(GLUED OR t4 Electrical/phone box on exterior walls communication boxes or air sealed boxes shall be THERMAL SECTION B B ARCHITECTURAL PLANS OR SPECIFICATIONS GASKETED TO SUBLFLR installed. BEARING A LICENSED ARCHITECT'S SEAL IS A HVAC register boots that penetrate building thermal to AVAC register boots envelope shall be sealed to the subfloor or drywall. SCALE : 1/4" = 1' - 0" VIOLATION OF PART 69.5.E OF TITLE 8 OF THE WALL GYP BD CAULKED(GLUED OR When required to be sealed concealed fire sprinklers OFFICIAL COMPILATION,CODES,RULES AND GASKETED)TO PLATE shall onlybe sealed in a marmerthat is recommended REGULATIONS OF THE STATE OF NEW YORK, is Concealed sprinklers by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. KEY PLAN EXTERIOR SHEATHING CAULKED a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. GLUED OR GASKETED TO BOTTOM PLATE O REFER TO DIAGRAMS ON SHEET EC-2 FOR EXAMPLES OF NUMBERED NOTES.'X'=GIVEN NUMBER SUBLFLR GLUED, CAULKED,OR GASKETED TO RIM JOIST TABLE CLOATtC AND GEOGRAPHtC DEStM CEILING GY(P BD TAPED < d ,-.r _ ( I TO V\VALL GYP BD ° GROUND WIND DESIGN SEISMIC SUBJEGTTO DAMAGE FRONT W NTER ICE BARRIER FLOOD AIR MEAN a SNOW Spoed' To IC Specialwind Wndhome DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL WALL GYP BD CAULKED GLUED OR LOAD' (mplil :,O a iegor! dnhris ao CATEGORY' W°athrring• F ne Tertniee• TrMP` REQUIRED^ HAZARDS INDEX TEMP' EXISTG R30 BATT GASKETED TO PLATE 20 psf <140. No No B I Severe 36" —faH y 11d. Yes 618 52.1 INSULATION WITHIN EXISTG NEW R30 SPRAY FOAM Wind Exposure category: MANUAL.I DESIGN CRITERIA" CEILING (WITHIN THE ATTIC) ° a Elevation latitude Winter Summer Altitude Indoor design Design Heating temperature RIM JOIST GLUED,CAuULKED, OR heating cooling correction factor temperature ternperahueccoling difference � _ _ _ _ _ _ _ _ _ GASKETED TO TOP PLATE EXIST �13 BAIT 40'N 125 de &i de 1 70' 75' db 83'uvb 57-5 Coaling Wind Vi'indvelocity Coincident Daily Winter Summer RIM JOIST GLUED,CAULKED,OR � � GASKETED TO'TOP PLATE a ° temperatureditTerence velocity heating cooling wet bulb range humidity humidity INSULATION WITHIIN EXISTG 9 15 T.5 71-5 m 30°!0 45 55% WALLS FOUNDATION WALL NCTS AS AIR -- - ---- --- --- - -- - --- EXISTG R13 BATT I BARRIER INSULATION WITHIN EXISTG I I BOTTOM PLATE CAULKED,GLUED ° ° WALLS L - -� J - - - - - - J L _ J OR GASKETED TO SUBLFLR a WALL GYP BD CAULKED(GLUED OR °d GASKETED TO PLATE ° SLAB ACTS AS AIR BARRIER ° - - - T - - - T - - 1 I I I I ob EXISTG R13 BATT INSULATION WITHIN I a EXIST'G WALLS PROJECT TITLE = ► =I I - I - °°° DONALDSON RESIDENCE III I I III PROJECT ADDRESS 710 EAST RD CUTCHOGUE, NY 11935 RESIDENTIAL PRESCRIPTIVE R-VALUES - ZONE 4 INSULATION VALUES ITEM VALUE FRAMING WIDTH BATT INSULATION ALLOWANCE PROJECT PHASE CEILING R-49 2x4 3.5" R-11 (3.5) OR R-13(3.5) OR R15(3.5) THERMAL SECTION D D CONSTRUCTION (CD) FLOOR R-19 2x6 5.5" R-21 (5.5) DO NOT USE R-19 SCALE : 1/4" - 1' - 0" WOOD FRAMED WALL R-13+R5 CONTINUOUS OR R-20 2x8 7.25" R-22(6.75") OR R-19(5.5") BASEMENT WALL R-10 CONTINUOUS OR R13 CAVITY 2x10 9.25" R-30(8.25") INCEPTION DATE ISSUE DATE MASS WALL R8/13 2x12 11.25" R-38(10.25") 12.01 .2024 04.10.2026 UNHEATED SLABS R-10 FOR 24"BELOW OPEN CELL FOAM R 3.7 PER/IN CRAWL SPACE R-10 CONTINUOUS OR R13 CAVITY CLOSED CELL FOAM R 6.0 PER/IN SHEET TITLE FENESTRATION 0.32 U-FACTOR NOTES: ENERGY CODE SKYIGHTS 0.55 U-FACTOR DO NOT COMPRESS FIBERGLASS INSULATION.COMPRESSING FIBERGLASS INSULATION WILL REDUCE THE R-VALUE. SHGC 0.40 • ALL ICYNENE PRODUCTS MUST BE INSTALLED BY A LICENSED ICYNENE INSTALLER NOTES: ALL PRESCRIPTIVE VALUES AIRE BASED ON CHAPTER 4 OF THE 2020 IECC.TABLE R402.1.2&R402.1.4 ENERGY CODE & H.IE.R.S. RATER PROJECT MUST COMPLY WITH THE PRIESCIPTIVE MINIMUMS(SEE CHART)AS WELL AIR SEALING &THE LIKE(SEE CHARTS&DETAILS). LOCAL GOVERNMENT MAY REQUIRE THE USE OF A HERS RATER OR SIMILAR SERVICE. OWNER&/OR CONTRACTOR MUST DETERMINE&SATISFY ALL LOCAL GOVERNMENT REQUIREMENTS. WHERE A HERS RATER OR RESCHECK OR SIMILAR REPORT EXISTS,GC MUST COMPLY WITH THE INSULATION SPECIFICATION THEREIN Sheathing or Ovate-r-resistive barrier Wall cross-section Concealed sprinklers- Seal lights and Window rough opening shall only be sealed as bath vent fans on exteriar sheathing Seal bottom plate Garage to House door permanufacturer to ceiling drywall recommendations to subflocr Attic Chases and common by-passes Cap top cif chose mendations vantifabon n YM solid air barrier Wu-d wash baffle and dam lot and Insulate above Garage air-penneable instillation dropped soM Fan vented (unconditioned) through exterior wall seated at See linstAa6ari Details Said penetration *%rcea7mworh 7-1 chas*5 AlIfic spaces_ Airbarrier bel-lind steps Install ekbarrier fad VE WWI on infenor of all mutated walls 6iiii .... Soffit went Or—I Seal airtight IC-rated Insulate and Install ;,,, nsulate j Seal dWmM to Seal recessed 111I sheet material III headers comer nergy IV plate fixtures to drywall Vanilla 0811M J. Seal vent bum" top and u a ❑❑❑ tx)ttorn plales I corners eirs penetration with coull Seal gaskets or glue Sea Insulated exterior ekoctrical boxeR wall Rigid or sprayed barn (recorivnended) and fixtures to PFUZIbing (Th Seal HVAC A-0 A pe etrabons (recommend covering with ❑ drywall 'r penish at one illf ignition homer,if required) LED Seal electrical ceding is Seal bottom plate penetrations Insulated) - I __11 Basement to sutifloor through sheathing Window Seal joints %"Iled (conditioned) 'lift in[o r"h sea electrical in sheathing JCG ARCHITECT W,, rth Oder Sea band faist Aft rod and Seal panstraborts Seal pkn-.y Seal boa= So s"I oar and plates �om -ffrnon wan peneirations plate to autiffoor sealant JOHN C. GRAMLICH, RA and exterior BATH EXHAUST VEMT sheathing Le-1.1 J I f e I I J i 1 4 L' lie backerrod a sealant arsprall, los in a ppropinate and VA TK k YW9 to III a T"or caulk extemor 0 Seat bottom plate gap%between wi idowifdoor Rrxi sheathing seem((often the Seal gap between Narrow stud 248 ROUTE 25A SUITE 3066 is to subtloor seas drywall to top plate rough opening Seal FrVAC boat cavity Lots Inset gainge to home door with caulk,gaskets or glue sheathing Is the Winery all penetration electrical box and EAST SETAUKET, NY 11773 barrier In firmed"19) drywall we cut to Vt (recommended) Carew seal bottom funcondilloned) plate to subloor Web truss Seat drywall to bottiom plate with Showerltub drain rough opening JCGRAMLICH@GMAIL.COM cau*,gaskets or glue Seal all band joist (recommended).Seat bottom plate Install insulation and sealed air Sealant to subill",fouridation,orslab barrierbehind tub(required) penetrations 10, Install exterior oil -wall and LICENSE & SEAL Airseal warter resistIve T Sit gasket or double-bead of caulk under bottom plate barrier as per G energy corner IRC 703.2 II II=7 lation behind shed Late- r-LJ AR 3-hch inspection gap ii Electrical ponel box, II I recommend Install on Intanor(non-irlautated)wan. F Irsulation b Insulation If installed on edertw ores, Rk#d mineral wool board or shall extend TN' perrinarentlyrattached (Mist be Installed to Air seat and insulaide firrAwA air banterd Cellulose blanket to walls mairtm permanent behind box or or-seekid box shall be installed- contact with subfi= =Ld CLASS I (BIT bamer required at Seal wiring and 43 re S5 E cad cc plumbing penetrations any exposed edge of ---- --------------------------- (conditioned) Insulation) required in crowtspace Seel beftib drain penetration J 038051 OF N Attic scuttle install blocking and rafter baffle to Standard Truss Combustion chase Combustion closet prevent wnd-wsshing Of vented,insulated shingles with tapered insulation depth penetrations Combustion airinleft Insulation dams Mffline(required) insulation baffle as pernmchanical andlor&W gas code prevent loose-fin Hatch Rd pushes up and NYS STATE LAW Vaulted univented attic- Seal around insulation from 01 of the way for access rooffine afr-impenneable insulation chimavey flues Ming through Add blocking (e.g..spray roam insulaticn) Insumo with sheet 1P access Mgid irmulation plus batt or spray UNAUTHORIZED ALTERATION OR ADDITION TO Z Soffit dam metal cap 1,,,A nuesteclk Polyuretharie lbarn(recorrimetvied). Sealed altic-side air barrief(requited far air ARCHITECTURAL PLANS OR SPECIFICATIONS (cardboard or Insulate water Ines for mirimurn R-19(Georgia requirement) R-18 attic permeable cavity irtsutation}-OSB. Decking rigid town briardl) !of freeze protection �t"7 kneewas insulaticne`__� Insulated sheathing,air irnpermeable cavity BEARING A LICENSED ARCHITECTS SEAL IS A (GWMa requirement) insulation,etc- R 13 cavity+R-5 continuous, VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE Air impermeable insulation Air Imip"meable Insutirdon R-1 5 cavity*"continuous, (e a..OPL-n-or closed- mal air bamer Rigid cc spray foam!-,/IntL OFFICIAL COMPILATION,CODES,RULES AND R-20 minimum IF trade-oft are used or R-19 In 24 vft sealed • 00 spray foam) (Georgis reiricilrements) Enef-gyTruss option(recommend (reorimmerded)or eir sew attic side air barrier REGULATIONS OF THE STATE OF NEW YORK. covering wth Ignition I =and with full height insulation Insulation baffle barrier Im fire protection) i.mple!amfiloenede penetrations Mr seal (eg.0S11Vy*iocd) (recommended) Trim) � I, 0 th I walls gasket Vaulted unvented attic- Option I I KEY PLAN roofline air-permeable insulation Air alVermemb4a, (e.g.. fibeNrass,oelukirse insulation) irmulatron contirmous above NOTE: raters(e.g.rigid fcarn board) R-30 complete coverage combined with air permeable soft dam Attic pull-down stairs insulaffon is deemed equivalent to (cardboard) rigid Airimpermeable (*.a.,fiberglass. sh prescriptive R-313 foam board) Rigid Insulation box Corms lid For pdl-dmm attic staircase Iftsufaton - Bladdric;above (Miximmended) Bomd enclosure for (ag. old foam board) Insuladan) suppoamwalifor Insulate wells staircase has rigid hinged cantillevered floor lid with insulation on top (required} W code(required Insulation do"prevent cover box pushes up Salrrt vent loose-fill insulation from and out of the Vasy kir K-Ornlinimum In if walls are put of bulklingtheffrial access falling through access crimatt-nines 2&3 Standard rafter $eal dft Insulated cover R-if!minimum In rninimurn R-5 I-zorie 4 (Georgia"rerrient) and top plate (Georglarequiremert) Dedaing with tapered Insulation baffle Insulated insulation depth Insulo Insulation r Mocking-tit in joist cavity, above top 6� Weatherstripp Id lion 2 Underfloor Insulation must be [not required) caulked or foarned Air-perriveable AArimpermeable Air-peirmegbre Insulation Installed In permancrit onnitact plate of Weirtherstri insulation (e.g..filiergrass,celftilase Soffit darn insLAutim belvireen suppor" with sultylloor(or barrier 'C' inafters(e.g.rigid foam insulation)R-20 minimum if (cardboard or rigid cellulose insulation) lboard or spray foam)combined with trade-offs am used(Georgia loan board) Will required at any exposed edge of insulation) 4z R-20 minimum if bade-,affs are used mquir-ents) iair-permeabte irsulabon(e.g, fiberoass. A (Georg requirements) Attic knee-walls Two-level attic 4ceaulos*kmlabori) Dow closes weatherstripping Seal wipbetwe n frame Bottom plate Pat against sold threshold and rough opening with Mailed caulk,backer rod,or iloom Damfor blow Cathedralized vented ceiling- t insulation Exterior penetrations ronfline air-permeable Instifiion, (recommended) Unfirrium i-Inch depth oil all bur edges =Verw"gi At barrier (e.g.fbeMfass.celtubse Air-pffmeabla Anstitation Ridge vent Rafter on raised top plate Soffit Vent I '*� Slid(non-kiliNereM door with Attic pull-down stairs McondItIoneed Space Caulk reffigeration lines,condensate line,etc, fe.g,Fberglass,calkilose with full height insulation 9%. ,e) Seal extenor wall penetrations lbr insulation)R-7C minimum If "do-oft are used V ./ JL (Georgia requilrem wrts) for fired ation baffle Soffit dam ln&&tion dam prevent�adncs Seal M between frame and required hilulation (car*oard or rk1d loose-fill irmto _opening with caulk, R-18 attic kneewall irmilation Inam board) falling through access Al,permeableL kM[.';tbn I backer rod,or tam -K---(Georgia requirement) S.drywag drywall R-13+R-S,R-15+R-3,, NOTE: insulation) interior ceiling Raised top plate Cavft —1—Min2x6vilith plate coverage oslyptywood R-30 com (Georgia r"uirements) is deemed equivalent toClv 0 king prescriphive R-38 1P Conditioned Spam Vent baffles and darns cmate a channel that '41 IW insulation space fully emends from Soffit vent Insulation bmrd Panel (recoffirriended) Weather-strip door sofff to ridge vent opening and Soffit yart minknum R-5 Mnimurn R-5 threshold (Go-jts requiremeff) (Georgia asquirarnerit) installed instriation is in complete ith air barrier(suMoor) contact w PROJECT TITLE Supply leakage ATTIC CARD Brand X Mereass Initial Installed thickness:14' Alt searm in pleinums,trip*firm and Settled thickrime-sw 12" boots must be seated with mastic or mastic tape. Settled R-vafue:38 DONALDSON RESIDENCE InsUled density 1.8 Ib]ft3 1,800 sq.ft.@ 90 bags ti Supipft>'_ Mastic a/air PROJECT ADDRESS seat at Mwffc Wire staves Vent baffles extend at Last 710 EAST RD esiges cif Mastic at vent ,. 4"albove top of insulation swivel jdnt3 J= wo"Ing CUTCHOGUE, NY 11935 insulation coverage Insulation is slit around plumbing (goves) is complete and Wring and securely fastened Ins ulatioet with minimal compression Supply PROJECT PHASE Dam. Mastic Dam and'�L. CONSTRUCTION (CD) All closure system shall have vent baffle Insulation is notched and completely firdistic applied that is at least O.M inches(2mm)thick. surrounds electrical box Cedhig register I nautatiorn depth guide INCEPTION DATE ISSUE DATE Instillation balk in full (inst3l"l facirrill attic access, contact with air barrier Caurk between 1: one ruler peer 300 sqfL) (cefling drywall) 12.01 .2024 04.10.2026 ftmil ana boot '7 Insulation batt is slit around electrical wiring V SHEET TITLE e, Seal box to mMoor Sam seams then Insulation dam at attic Install duct wrap 113MAd c access maintakis full ENERGY CODE height coverage of loose-fill insulation Seal jokft and edges Airligtd,IC4nted fix'Wre of sheet metal box sealed to drywall ceiling et, 100111 mastic Consistent, lave!insulation coverage and completefy covered by Garage separation �'! I:- ,;,- ji �1for all insulation types loose-fill insulation or wall cavilly insulation Seat flan ge fiberglass bait cut to fit with mastic Seal gaps i IL HOUSE SIDE flully insulated cavity at tap and bottom with mastic seam and aid drywyWI then insulate Insulation turfy fills Narrow cavity Seat elbow gores Seat boat between boot S Wair W t 1. Lj L D 710 EAST OK""k OAOU�k CUTCHO GUE NY 11935 AIU, -ttq EXTERIOR ALTERATIONS & NEW EXTERIOR DECKS JCG ARCHITECT JOHN C. GRAMLICH, RA 248 ROUTE 25A SUITE 3066 ZONING CRITERIA EAST SETAUKET, NY 11773 TOWN OR VILLAGE TOWN OF SOUTHOLD ZONE R-40 LOW DENSITY RESIDENTIAL JCGRAMLICH@GMAIL.COM FEMA ZONE'X' N 31 0 4 e 1 0 99 w 1 ' 0 ® 0 0 ' DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM r LOT AREA 40,000 SF 6,285 SF NO CHG NO LICENSE & SEAL r BUILDING HEIGHT 32'-0"MAX 17'-6" 19'-0" YES BUILDING STORIES 2.5 MAX 1 STORY 1 STORY YES �D ARCy FRONT YARD HOUSE 35'-0"MIN 25.6' 25.6' NO F.YARD STOOP 35'-0"MIN 23.2' NO CHG NO 35•0 F.YARD STOOP ROOF 35'-0"MIN 23.2' 23.2' NO F.YARD MAIN GABLE 35'-0"MIN 24.0' NO m F- F Y' SETBACKSj Y 1 in W c SIDE YARD HOUSE 10'-0"MIN 11.5' NO CHG YES , O Q� W e 1 _ SIDE YARD HOUSE 10'-0"MIN 16.3' NO CHG YES '9T� 3805 i = i S.YARD HOUSE COMBINE 25'-0"MIN 27.8' NO CHG YES OF NEB Z W SIDE YARD DECK 10'-0"MIN 13.5' YES — — — — — — — — — — — r S.YARD DECK COMBINED 25'-0"MIN 25.0' YES NYS STATE LAW REAR YARD HOUSE 35'-0"MIN 46.0' YES r \ REAR YARD DECK 35'-0"MIN 37.9' YES UNAUTHORIZED ALTERATION OR ADDITION TO c3lI jl I ARCHITECTURAL PLANS OR SPECIFICATIONS EXISTING FRONT xT-S COVERED ! ; LOT COVERAGE BEARING A LICENSED ARCHITECT'S SEAL IS A I � MASONRY FRONT STOOP TO REMAIN. Tf REMOVE EX.ROOF OVERHANG WHICH DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM xt. VIOLATION OF PART 69.5.E OF TITLE 8 OF THE ® +i iN_w: li Per oia Aho � I I I I I DOES NOT PROPERLY COVER THE OFFICIAL COMPILATION,CODES,RULES AND STOOP&REPLACE W/A NEW ROOF& REGULATIONS OF THE STATE OF NEW YORK. 35.0' i 4.67 ® r� LOT SIZE 6,285 SF NO BRACKETS LOT COVERAGE%MAX 20% 13.6% 19% YES LOT COVERAGE SF MAX 1,257 SF 891 SF 1,253 SF YES KEY PLAN NEW DECK TO R.Y. _ ----- T ------ \J I i \ i i // i j HOUSE 858 SF NO CHG Zo FRONT STOOP 33 SF NO CHG DECK 0 SF 127 SF \Exist' (House / j O DECK W PERGOLA 0 SF 235 SF 1 I III I 23.2' r i j I II I e�kl�kl i ----------��— --- i i �TO0P TO F.Y. \ r � GFA NEW REVERSE GABLE ROOF DESCRIPTION MIN&MAX EXIST'G PROPOSED CONFORM DOES NOT EXCEED EX.ROOF O.H. SETBACK&IS BELOW MAX \\ HEIGHT ALLOWED&IS WITHIN O \� LOT SIZE 6,285 SF NO f THE SKYPLANE , 46.1 I It I LOTS UP TO 10000 SF 1,500 SF // ii I \ I 1I \ 25.6f I i \\\ \� ADDITIONAL SF ALLOWED 600 SF ® EX. HOUSE TO R.Y. 7:11 !N \ I E I ———— X. HOUSE 7 —�� TOTAL SF ALLOWED 2,100 SF � I IL�I� ILL I, i�l� 1— F.Y. 42 2' ( ".= I E 24 p HOUSE 858 SF NO CHG YES � IIIlI, III, �ili! II►. � � ' � 1 � I NEW DECK TO R.Y. w X.&IVE 'ROOF 0•H• 70 F. } " Y BUILDING AREA CALCULATIONS O O w W DESCRIPTION EXIST'G NEW TOTAL G� ri U ci `� w ~ L- _ \ LOWER LEVEL KITCHEN 209 SF 0 SF 209 SF ? o �1 z = ___________________ ______ I ti! X --- UNFINISHED BASEMENT 517 SF 0 SF 517 SF �� Z w Z Lu FIRST FLOOR 858 SF 0 SF 858 SF TOTAL LIVING AREA 1,067 SF ROOFED OVER FRONT STOOP 33 SF 0 SF 33 SF 0 f UNCOVERED DECK 0 SF 127 SF 127 SF r BLOC DRIVET/FAY 7E T,�TA r DECK WITH OPEN PERGOLA 235 SF 0 SF 235 SF �/ �J> "/ S31042 10 5 9 2 0 7 0 7 5 i 0 LOT AREA 6,285,SF r 0 PROJECT TITLE � O r r r DONALDSON RESIDENCE PROJECT ADDRESS 710 EAST RD SITE PLAN CUTCHOGUE, NY 11935 SCALE : 1/8" = 1' — 0" N LOCATION MAP PROJECT PHASE �....T CONSTRUCTION (CD) INCEPTION DATE ISSUE DATE 12.01 .2024 04.24.2026 I fleetWood Rd': uC,eek SHEET TITLE lo SITE PLAN 4 , Pa' - y6 9 Dave Allison Park, s Cutcht-gut-Ne+v... ®, a P' Pb P � Bedrm-1 Bedrm-2 ExiSt'q JCG ARCHITECT Exist,a JOHN C. GRAMLICH, RA @ @ O 248 ROUTE 25A SUITE 3066 Li Lj xi t' EAST SETAUKET, NY 11773 Exist,p Bath-1 0 JCGRAMLICH@GMAIL.COM � x w stoop Nv� EA Exist' LICENSE & SEAL II II I I �FtE D A q,� L, II � • 3/16" ELEVATION Sunroom Dinin Living NORTHg Rm EXI T xs Q Exist'q E SCALE . — 1 - 0 FRONT I I EAST EXIST'G ELEVATION 038051 SCALE : 3/16" = 1' - 0" L.SIDE I OF NE`N II I II II NYS STATE LAW Stair UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS L- -_ _- BEARING A LICENSED ARCHITECTS SEAL IS A --------- -- -- VIOLATION OF PART 69.5.E OF TITLE 8 OF THE --- ------ -� OFFICIAL COMPILATION,CODES, RULES AND ------- REGULATIONS OF THE STATE OF NEW YORK. 1ST FLOOR EXIST'G PLAN KEY PLAN SCALE : 3/16" = 1' - 0" N 0 F-1 El ILI ELI o Kitchen Exist' L � s II 0 UP I S / I III EXIST'G II WEST EXIST'G ELEVATION ; � � PROJECT TITLE SOUTH EXIST'G ELEVATION SCALE : 3/16" = 1' - 0" REAR SCALE : 3/16" = 1' - 0" R.SIDE DONALDSON RESIDENCE III III III IPI 31 III I Unfinished I III Exist,g I , I PROJECT ADDRESS III III I 710 EAST RD III III III III O CUTCHOGUE, NY 11935 II II IPI IPI III III PROJECT PHASE II II IPI IPI I 0 CONSTRUCTION (CD) INCEPTION DATE ISSUE DATE 12.01 .2024 04.10.2026 SHEET TITLE EXISTING PLANS & ELEVATIONS BASEMENT EXIST'G PLAN SCALE : 3/16" = 1' - 0" Nrams -3.0 -3.0 22'-2" XIST'G � A ............. I I I JCG ARCHITECT I I I I JOHN C. GRAMLICH, RA I I I I I I o " Kitchen I I i O JX Exist' c� C 248 ROUTE 25A SUITE 3066 X -3.0 EAST SETAUKET, NY 11773 L © (D © © JCGRAMLICH@GMAIL,COM SD UP LICENSE & SEAL EXIST'G XIST'G �EFtED ARC cli I II ® I �z II III I , I , I M 1 1 EXIST'G WASHER& I I I I I I DRYER.VENT DRYEf� I I I s� 03805 1 Q` ` 4 III III PER CODE III III TFOFNE`� 9 I � III III III I I I _ � III III III III w I I I NYS STATE LAW I�I Id71 0 2 �, 1�1 Grade Level I I N 1 1 -g III UNAUTHORIZED ALTERATION OR ADDITION TO III I 1 1 0 �-�,-a � � Exist' O I I I Lu 0 m o I 098 I I ARCHITECTURAL PLANS OR SPECIFICATIONS III III Lu z O I I I I EXIST'G WATER BEARING A LICENSED ARCHITECT'S SEAL IS A I�.�II III III I I i SD III SOFTNER N VIOLATION OF PART 69.5.E OF TITLE 8 OF THE fn1 I I I O I I I 0 - A OFFICIAL COMPILATION,CODES,RULES AND EXIST'G BOILER -3.0 REGULATIONS OF THE STATE OF NEW YORK. IIII I I III ( I IIII~O III III � ' III III III I I I I I I KEY PLAN I I III III I EXIST'G HWH III III III EXIST'G VAC I EXIST'G I I O I I I I O I I0 ELEC PANEL XIST'G 30'-2" B D BASEMENT DEMO PLAN BASEMENT FLOOR PLAN SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" N DEMOLITIO)N KEY NOTES MECHANICAL DEMOLITION NOTES DEMOLITION NOTES CONISTRUCTION LEGEND FINISH NOTES CONSTRUCTION NOTES KEY DESCTIP'TION ITEM DESCTIPTION PROJECT TITLE 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING ALL 1. ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE MATERIALS 1. ALL NEW&MODIFIED ELECTRICAL,MECHANICAL, &PLUMBING REMOVE(PORTION OF EXISTING ROOF FRAMING, CEILING 1. ALL MECHANICAL DEMO WORK SHALL BE DONE BY A LICENSED& PHASES OF DEMOLITION&CONSTRUCTION. CONTRACTORS MUST EXISTING WALL TO REMAIN &CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS BEING SLIP RESISTANT. WORK SHALL BE COMPLETED BY QUALIFIED&LICENSED O 1 FRAMINGj, ETC TO ACCOMMODATE NEW GABLE W/CATHEDRAL INSURED MECHANICAL CONTRACTOR. DISPOSE OF DEBRIS OFF SITE LEGALLY. ARCHITECT RECOMMENDS THAT ALL WALKING SURFACES BE OF A TEXTURE CONTRACTOR(S).CEILING. TO PROVIDEASAFEPATHOFTRAVEL. DON/\LDSON RESIDENCE 2. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK. 2. ACCESS TO THE SITE, PARKING,TRAILERS&ALL OTHER ITEMS NEW FRAMED WALL 2, ALL FINISHES ARE SELECTED BY OWNER or OWNER'S REPRESENTATIVE U.N.O. 2. STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL / RESIDENCE li O REMOVE IEXISTING ROOF OVER STOOP. RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE ON THE PLANS.FINISHES ARE INCLUSIVE OF BUT NOT LIMITED TO: STAIRS SHALL BE DESIGNED/CONSTRUCTED BY OTHERS IN 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH OWNER/ARCHITECT PRIOR TO COMMENCING WORK. 2.1. FLOORS:CARPET,TILE,WOOD FINISHES,ETC ACCORDANCE WITH NYS BUILDING CODE. OREMOVE IPORTION OF EXISTING EXTERIOR WALL TO PROVIDE RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ NEW FIRE RATED FRAMED WALL 2.2. WALLS:PAINT,COLOR 3 NEW OPENING FOR EXTERIOR DOOR OR WINDOW. REFER TO THE GC&ARCHITECT. 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. REFER ._ _ _ _ - _ 2.3. CEILINGS:PAINT,COLOR,SUSPENDED GRIDS 3. FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCALE OF PROJECT ADDRESS CONSTRUCTION&FRAMING PLANS. TO GENERAL NOTES SHEET FOR ADDITIONAL REQUIREMENTS. 2.4. MOULDINGS&CASINGS:COLOR&TYPE DRAWINGS. REMOVE(EXISTING WINDOW OR DOOR WITHIN EXTERIOR NEW DOOR 2.5. MILLWORK:DESIGN,STYLE,COLOR,MATERIALS O 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL WORK �'� D100="DOOR"100-SEE SCHEDULE 2.6. DOORS:COLOR,STYLE,HARDWARE COLOR&STYLE 6. REFER TO WALL TYPES FOR ACTUAL MATERIAL MAKE UP& 710 EAST RD WALL&C;LOSE UP OPENING OR REPLACE PER PLAN. WITH THE G.C.&EACH RESPECTIVE TRADE.ALL DISCREPENCIES +s, 3'-0x6'-8"=DOOR SIZE(NO SCHEDULE) 2.7. KITCHEN CABINETS,COUNTERS OVERALL THICKNESS OF WALLS. REMOVEIWOOD FRAMED STAIR&LANDING ELECTRICAL DEMOLITION NOTES ARE TO BE VERIFIED W/THE ARCHITECT, 2.8. APPLIANCES CUTCHOGUE, NY 11935 O [D100 2.9. PLUMBING FIXTURES:TOILETS,BATHS,SHOWERS,SINKS,ETC 7. WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE 2,10. PLUMBING ACCESSORIES:FAUCETS,TOWEL RACKS&THE LIKE PROJECT PHASE REMOVE(EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN W100="WINDOW'100-SEE SCHEDULE O WALLS SHALL BE REMOVED BY THAT TRADE, REFER TO M.E.P. 1. ALL ELECTRICAL DEMO WORK SHALL BE DONE BY A LICENSED& ADEQUATELY PROTECTED DURING ALL PHASES OF 8. WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS DEMOLITION NOTES. INSURED ELECTRICAL CONTRACTOR. CONSTRUCTION,ALL DAMAGES SHALL BE REPAIRED OR EERO DH T-Ox6-8"=DOOR SIZE(NO SCHEDULE) REPLACED AT THE CONTRACTOR'S SOLE EXPENSE TO THE wu100 DH=DOUBLE HUNG C=CASEMENT 9. PROVIDE FIRE BLOCKING AS REQUIRED. REFER TO SHEET GN-1 CONSTRUCTION (CD) O REMOVE(EXISTING SIDING 2. REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. SATISFACTION OF THE ARCHITECT. DH13'Ox5'0 P=PICTURE A=AWNING FOR CODE REQUIREMENTS O REMOVE(EXISTING ROOFING 3. ALL WORK MUST BE COORDINATED WITH THE G.C. &EACH 6. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT EERO=EMERGENCY ESCAPE RESCUE OPNG 10. PROVIDE DRAFT STOPPING AS REQUIRED. REFER TO SHEET GN-1 RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ FOR CODE REQUIREMENTS INCEPTION DATE ISSUE DATE THE GC&ARCHITECT. EXISTING SPACES&ITEMS.7. REMOVE ALL EXISTING INTERIOR WALLS, DOORS, DOOR FRAMES, FINISHES,MILLWORK ETC.AS REQD TO ACCOMMODATE NEW DEMIOLITION LEGEND 12.01 .2024 04.10.2026 CONSTRUCTION AS DESIGNATED ON THE PLANS. ITEM DESCTIPTION DECK CONSTRUCTION PLUMBING DEMOLITION NOTES STRUCTURAL SHORING SHOWN OR NOT SHOWN ON DRAWINGS. 1. INSTALL STEEL&WOOD FRAMED DECK WITH ALL COMPONENTS AS 8. CONTRACTORS SHALL PROVIDE&INSTALL ALL REQUIRED EXISTING WALL TO REMAIN SHEET TITLE ALL NEW OPENINGS WITHIN EXISTING WALLS SHALL BE EXECUTED SPECIFIED IN THE DRAWING SET. IN A CONTROLLED MANNER. REFER TO STRUCTURAL DRAWINGS. DEMOLITION WALL 1.1. ALL FRAMING MUST BE INSTALLED CODE COMPLIANT WITH BASEMENT DEMO & 1. ALL PLUMBING DEMO WORK SHALL BE DONE BY A LICENSED& _/JT Z zz7=.-1 METAL WIND CONNECTORS&THE LIKE. 9. EXISTING ELECTRICAL,MECHANICAL,&PLUMBING ITEMS NOT CONSTRUCTION PLANS INSURED MECHANICAL CONTRACTOR. REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED 1.2. ALL STEEL SHALL BE PRIMED, PAINTED&/OR GALVANIZED FOR CO MINING SHALL � \\ DEMOLITION DOOR APPROPRIATE CORROSION RESISTANT CONSISTENT WITH 2. REFER TO PLUMBING DRAWINGS FOR SCOPE OF WORK. OCEAN FRONT PROPERTIES. 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH 10. PROVIDE WEATHER TIGHT BARRIERS PRIOR TO DEMOLITION 1.3. PROVIDE STEEL SHOP DRAWINGS FOR ALL STEEL FRAMING& WORK OF EXTERIOR WALLS,WIDOWS, DOORS, ETC TO PROTECT �� COMPONENTS,SHEAR&MOMENT CONNECTIONS, BOLTING ' \ RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ AREAS DESIGNATED TO REMAIN LZi� �1 PATTERNS&THE LIKE FOR ARCHITECT'S APPROVAL. . THE GC&ARCHITECT. 2. HANDRAIUGUARDRAIL SYSTEM -REFER TO RAILING SYSTEM 11. VERIFY ALL UTILITIES NOT REQUIRED TO REMAIN IN SERVICE HAVE DEMOLITION WINDOW 3. INSTALL NEW FASCIAS AS SHOWN IN DRAWING SET.ALL NEW BEEN SHUT OFF, DISCONNECTED AND CAPPED OFF WHERE NOTED - 1 FASCIAS SHALL HAVE CONTINOUS SOLID BLOCKING, CONCEALED FASTENERS(FILL HOLES),AND BE PAINTED.COLOR AS SELECTED BY BEFORE STARTING DEMO WORK. ARCHITECT. 4. INSTALL NEW DECKING-REFER TO DECKING NOTES. B D -3.0 -3.0 16-1" 22'-2" ILI 4 4 - 36"H GUARDRAIL �NINDQw ORNr II - _ WALL IN EXIST'G 71 o f I o JCG ARCHITECT co I I N a JOHN C. GRAMLICH, RA �II , W o �> I Bedrm-1 Bedrm-2 J 0 II C - II Exist'g Exist. C 248 ROUTE 25A SUITE 3066 -3 0 :�tt. D4ck I 10 105 � -3.o EAST SETAUKET, NY 11773 IIIo 4 III i IL0 ,:z New I /'aI Ii 106 sD �66�/sic +5 so JCGRAMLICH@GMAIL.COM o ' IM LDQO6 :JAMB " 8 ; ��, LICENSE & SEAL IL i , FROM CORNER I `' �p 4'8„ �, ,p+ •- EXIST'G STOOP III -- - - - - - -- --- i ti sD ��PE�ARC 36"H GUAR AIL I - 102 ® Bath,1 0 - ----- -- ��5 G R,q,y y I a IIII 4 3 // REMOVE I I I I I Stoop a N II 4 ROnF 2 II; I I I D10 �- � co OVER I S� 3 I Tl STOOP I I w qr 03805� Q` II I F 0F N E`N i III II N� I � � I o I I I I NYS STATE LAW u12 IIIIII IIII 43 III�I�� 43 -lIIIIlIlIIlI -aW W q_ aII(I:�aII III I I I UNAUTHORIZED ALTERATION OR ADDITION T OW o - m Exist ARCHITECTURAL PLANS OR SPECIFICATIONSW o Z DEjk BEARING A LICENSED ARCHITECT'S SEAL IS Az o N , t 0 " VIOLATION OF PART 69,5E OF TITLE 8 OF THEew = 0 I 07 OFFICIAL COMPILATION,CODES,RULES AND I A -30 Lving Rm REGULATIONS OF THE STATE OF NEW YORK. 101 co KEY PLAN IIII I' I I I I I IIII I � ' I I I I I 4 4 III 4 4 4 III I WALL IN EXIST'G I I ,-` WINDOW OPNG I' II 5 �Xt. D i i p102 i 101C 1016 J ' 107 Z k = = = = = _ _ � 3�"HG ADR IL I I i s _, -- Q (7 M = i M Ir 30'-2" 12'-2" T-10" B D 1ST FLR DEMO PLAN FIRST FLOOR PLAN SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" N DEMOLITION KEY NOTES MECHANICAL DEMOLITION NOTES DEMOLITION NOTES CONSTRUCTION LEGEND FINISH NOTES CONSTRUCTION NOTES KEY DESCTIPTIOMI ITEM DESCTIPTION PROJECT TITLE 1. SITE SHALL REMAIN ADEQUATELY SECURE&CLEAN DURING ALL 1. ARCHITECT DOES NOT SELECT FLOORING OR WALKING SURFACE MATERIALS 1. ALL NEW&MODIFIED ELECTRICAL,MECHANICAL,&PLUMBING OREMOVE POFRTION OF EXISTING ROOF FRAMING,CEILING 1. ALL MECHANICAL DEMO WORK SHALL BE DONE BY A LICENSED& PHASES OF DEMOLITION&CONSTRUCTION.CONTRACTORS MUST EXISTING WALL TO REMAIN &CANNOT BE HELD RESPONSIBLE FOR SUCH ITEMS BEING SLIP RESISTANT. WORK SHALL BE COMPLETED BY QUALIFIED&LICENSED 1 FRAMING, ET(C TO ACCOMMODATE NEW GABLE W/CATHEDRAL INSURED MECHANICAL CONTRACTOR. DISPOSE OF DEBRIS OFF SITE LEGALLY. ARCHITECT RECOMMENDS THAT ALL WALKING SURFACES BE OF A TEXTURE CONTRACTOR(S). CEILING. TO PROVIDE A SAFE PATH OF TRAVEL. DONALDSON RESIDENCE 2. REFER TO MECHANICAL DRAWINGS FOR SCOPE OF WORK. 2. ACCESS TO THE SITE, PARKING,TRAILERS&ALL OTHER ITEMS NEW FRAMED WALL 2. ALL FINISHES ARE SELECTED BY OWNER or OWNER'S REPRESENTATIVE U.N.O. 2. STAIRS INDICATED BY ARCHITECT ARE CONCEPTUAL.ACTUAL �7 O REMOVE EXISTING ROOF OVER STOOP. RELATED TO THIS PROJECT SHALL BE COORDINATED W/THE ON THE PLANS.FINISHES ARE INCLUSIVE OF BUT NOT LIMITED TO: STAIRS SHALL BE DESIGNED/CONSTRUCTED BY OTHERS IN 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH OWNER/ARCHITECT PRIOR TO COMMENCING WORK. 2.1. FLOORS:CARPET,TILE,WOOD FINISHES,ETC ACCORDANCE WITH NYS BUILDING CODE. REMOVE POFRTION OF EXISTING EXTERIOR WALL TO PROVIDE RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ NEW FIRE RATED FRAMED WALL 2.2. WALLS:PAINT,COLOR O NEW OPENINiG FOR EXTERIOR DOOR OR WINDOW. REFER TO THE GC&ARCHITECT. 3. REFER TO ALL OTHER PLANS FOR FULL SCOPE OF WORK. REFER - - - - - 2.3. CEILINGS:PAINT,COLOR,SUSPENDED GRIDS 3. FIGURE DIMENSIONS TO SUPERSEDE ACTUAL SCALE OF PROJECT ADDRESS CONSTRUCTIION&FRAMING PLANS. TO GENERAL NOTES SHEET FOR ADDITIONAL REQUIREMENTS. 2A. MOULDINGS&CASINGS:COLOR&TYPE DRAWINGS. REMOVE EXISTING WINDOW OR DOOR WITHIN EXTERIOR NEW DOOR 2.5. MILLWORK:DESIGN,STYLE,COLOR,MATERIALS O 4. ALL CONTRACTORS ARE REQUIRED TO COORDINATE ALL WORK �'� D100="DOOR"100-SEE SCHEDULE 2.6. DOORS:COLOR,STYLE,HARDWARE COLOR&STYLE 6. REFER TO WALL TYPES FOR ACTUAL MATERIAL MAKE UP& 710 EAST RD WALL&CLOSE UP OPENING OR REPLACE PER PLAN. WITH THE G.C.&EACH RESPECTIVE TRADE.ALL DISCREPENCIES +6• T-Ox6'-8"=DOOR SIZE(NO SCHEDULE) 2.7. KITCHEN CABINETS,COUNTERS OVERALL THICKNESS OF WALLS. REMOVE WO(OD FRAMED STAIR&LANDING ELECTRICAL DEMOLITION NOTES ARE TO BE VERIFIED W/THE ARCHITECT. 2.8. APPLIANCES CUTCHOGUE, NY 11935 O D1001 2.9. PLUMBING FIXTURES:TOILETS,BATHS,SHOWERS,SINKS,ETC 7. WALLS DIMENSIONED ON PLANS AS 4"ARE 2x4 FRAMED WALLS REMOVE EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN 5. ALL EXISTING ITEMS,ADJACENT TO CONSTRUCTION MUST BE 2.10. PLUMBING ACCESSORIES:FAUCETS,TOWEL RACKS&THE LIKE W100="WINDOW"100-SEE SCHEDULE PROJECT PHASE O WALLS SHALIL BE REMOVED BY THAT TRADE. REFER TO M.E.P. 1. ALL ELECTRICAL DEMO WORK SHALL BE DONE BY A LICENSED& ADEQUATELY PROTECTED DURING ALL PHASES OF 8. WALLS DIMENSIONED ON PLANS AS 6"ARE 2x6 FRAMED WALLS DEMOLITION(NOTES. INSURED ELECTRICAL CONTRACTOR, CONSTRUCTION.ALL DAMAGES SHALL BE REPAIRED OR EER© DH T-Ox6-8"=DOOR SIZE(NO SCHEDULE) REPLACED AT THE CONTRACTOR'S SOLE EXPENSE TO THE W100) DH=DOUBLE HUNG C=CASEMENT 9. PROVIDE FIRE BLOCKING AS REQUIRED. REFER TO SHEET GN-1 O REMOVE EXISTING SIDING 2. REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. SATISFACTION OF THE ARCHITECT. DH3'0x;5'0 P=PICTURE A=AWNING FOR CODE REQUIREMENTS CONSTRUCTION (CD) REMOVE EXISTING ROOFING 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH 6. INSTALL DUST PARTITIONS FLOOR TO CEILING TO PROTECT EERO=EMERGENCY ESCAPE RESCUE OPNG 10. PROVIDE DRAFT STOPPING AS REQUIRED. REFER TO SHEET GN-1 O7 RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ EXISTING SPACES&ITEMS. FOR CODE REQUIREMENTS INCEPTION DATE ISSUE DATE THE GC&ARCHITECT. 7. REMOVE ALL EXISTING INTERIOR WALLS,DOORS, DOOR FRAMES, FINISHES,MILLWORK ETC.AS REQD TO ACCOMMODATE NEW DEMOLITION LEGEND 12.01 .2024 04"24"2026 CONSTRUCTION AS DESIGNATED ON THE PLANS. ITEM DESCTIPTION DECK CONSTRUCTION 8. CONTRACTORS SHALL PROVIDE&INSTALL ALL REQUIRED EXISTING WALL TO REMAIN SHEET TITLE PLUMBING DEMOLITION NOTES STRUCTURAL SHORING SHOWN OR NOT SHOWN ON DRAWINGS. 1. INSTALL STEEL&WOOD FRAMED DECK WITH ALL COMPONENTS AS ALL NEW OPENINGS WITHIN EXISTING WALLS SHALL BE EXECUTED SPECIFIED IN THE DRAWING SET. IN A CONTROLLED MANNER. REFER TO STRUCTURAL DRAWINGS. DEMOLITION WALL 1.1. ALL FRAMING MUST BE INSTALLED CODE COMPLIANT WITH 1ST FLR DEMO & 1. ALL PLUMBING DEMO WORK SHALL BE DONE BY A LICENSED& 227 r.Z 1./_-�ZTJ1 METAL WIND CONNECTORS&THE LIKE. 9. EXISTING ELECTRICAL, MECHANICAL,&PLUMBING ITEMS NOT INSURED MECHANICAL CONTRACTOR. REMAINING SHALL BE REMOVED BY QUALIFIED&LICENSED 1.2. ALL STEEL SHALL BE PRIMED, PAINTED&/OR GALVANIZED FOR CONSTRUCTION PLANS CO MINING SHALL �� DEMOLITION DOOR APPROPRIATE CORROSION RESISTANT CONSISTENT WITH 2. REFER TO PLUMBING DRAWINGS FOR SCOPE OF WORK. OCEAN FRONT PROPERTIES. 3. ALL WORK MUST BE COORDINATED WITH THE G.C.&EACH 10. PROVIDE WEATHER TIGHT BARRIERS PRIOR TO DEMOLITION 1.3. PROVIDE STEEL SHOP DRAWINGS FOR ALL STEEL FRAMING& WORK OF EXTERIOR WALLS,WIDOWS, DOORS, ETC TO PROTECT �� COMPONENTS,SHEAR&MOMENT CONNECTIONS, BOLTING ( \ RESPECTIVE TRADE.ALL DISCREPANCIES ARE TO BE VERIFIED W/ AREAS DESIGNATED TO REMAIN. lZ� �J PATTERNS&THE LIKE FOR ARCHITECT'S APPROVAL. THE GC&ARCHITECT. 2. HANDRAIL/GUARDRAIL SYSTEM -REFER TO RAILING SYSTEM 11. VERIFY ALL UTILITIES NOT REQUIRED TO REMAIN IN SERVICE HAVE ____ _ T DEMOLITION WINDOW 3. INSTALL NEW FASCIAS AS SHOWN IN DRAWING SET.ALL NEW BEEN SHUT OFF, DISCONNECTED AND CAPPED OFF WHERE NOTED � t1 FASCIAS SHALL HAVE CONTINOUS SOLID BLOCKING,CONCEALED FASTENERS(FILL HOLES),AND BE PAINTED.COLOR AS SELECTED BY BEFORE STARTING DEMO WORK. ARCHITECT. 4. INSTALL NEW DECKING-REFER TO DECKING NOTES. GENERAL ROOF NOTES , . -- 1. GC SHALL INSTALL A ROOFING SYSTEM IN ACCORDANCE WITH B D CODE,MANUFACTURER. REFER TO GENERAL NOTES&ROOF -3.0 -3.0 COMPONENT NOTES. 2. CONTRACTOR MAY PRESENT APPROVED ALTERNATES FOR ALL SPECIFIED MANUFACTURERS&PRODUCTS. p; 3. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL STATE& LOCAL CODES. 4. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.WARRANTIES MUST BE MAINTAINED. 0 5. PROVIDE SHOP DRAWINGS FOR ROOF LAYOUT&ALL COMPONENTS-SUCH AS FLASHING,COPING, FASCIA, ETC TO ARCHITECT FOR APPROVAL. 6. ROOF SHALL PITCH AS NOTED ON DRAWINGS 7. PROVIDE GUTTERS&DOWNSPOUTS AS SHOWN ON DRAWINGS JCG ARCHITECT 8. ALL ITEMS PIERCING ROOF SYSTEM SHALL BE FLASHED& JOHN C. GRAMLICH, RA LU FASTENED TO TO ROOF IN ACCORDANCE WITH THE C C MANUFACTURERS DETAILS.THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: -3.0 -3.0 8.1. PLUMBING VENT PIPES 248 ROUTE 25A SUITE 3066 8:12 8:12 8.2. EXHAUST&INTAKE DUCTS, FANS,&EQUIPMENT EAST SETAUKET, NY 11773 W 9. FLASHING SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS <:EXIST'G o EXIST'G &ADDITIONALLY WHERE REQUIRED BY THE MANUFACTURER& CODE JCGRAMLICH@GMAIL.COM 9.1. VALLEYS&HIPS, EAVES 9.2. BLIND FLASHING WHERE ROOF ABUTTS WALL& THE LIKE 9.3. ALL ITEMS PIERCING ROOF(AS NOTED ABOVE) LICENSE & SEAL PITCH ROOF COMPONENTS R-1 �ERED A& 04 RqM y O MATERIAL DESCRIPTION RIDGE.- SHINGLES NATURAL CEDAR SHINGLES UNDERLAYMENT CEDAR BREATHER BY BENJAMIN OBDYKE y O O ICE&WATER SHIELD SELF ADHERING-REFER TO DETAIL S�.q 03805� F Q� `- `- - SHEATHIMG 1/2"EXT GRADE PLYWOOD SHEATHING TFONE`N L 3 r MEMBRANE FLASHING SELF ADHERING AT HIPS&VALLEYS PENETRATIONS USE"BOOT"FLASHING&THE LIKE FOR PLUMB/ E, VENT PIPES. USE MFG DETAILS FOR HVAC NYS STATE LAW RIDGE - - RIDGE - '` ooP To F.Y. METAL FLASHING ALUM 26 GA AT CHIMNEYS&THE LIKE. USE -- 24GA DRIP EDGE&ROOF EAVE&FASCIA. UNAUTHORIZED ALTERATION OR ADDITION TO ' KYNAR COATED.COLOR TBD ARCHITECTURAL PLANS OR SPECIFICATIONS GUTTERS&LEADERS ALUM GUTTER 18GA WITH DOWNSPOUTS.TIES BEARING A LICENSED ARCHITECT'S SEAL IS A A A TO SUBSURFACE DRAINAGE VIOLATION OF PART 69.5.E OF TITLE 8 OF THE -3.0 , N N - -3.0 I OFFICIAL COMPILATION,CODES, RULES AND ` RIDGE-ATTIC-SOFFIT PROVIDE RIDGE VENT,SOFFIT VENTS,&ATTIC REGULATIONS OF THE STATE OF NEW YORK. O I __ VENTING VENTS MEETING CODE y 8:12 0 8:12 "9�� - KEY PLAN It I I I HOUSE WRAP & UNDERLAYMENT II SIDING 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN ACCORDANCE WITH BUILDING CODE &MANUFACTURERS REQUIREMENTS. 'TYVEK &/OR TYPAR IS NOT AN 10 GUTTER (CHIMNEY 24.01 ACCEPTABLE ALTERNATIVE. EX.Q_ �� Ro 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE &^'V UNDER ALL NATURAL CEDAR SIDING. LL OF O.H. T-o F 0 >_ ICE BARRIER O LL PROVIDE ICE BARRIER NOT FEWER THAN(2)LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR SELF-ADHERINIG B D M O POLYMER-MODIFIED BITUMEN. ICE BARRIER SHALL EXTEND FROM Lo THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS -3.0 W ~ THAN 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING, 36" z = FOR 8/12 PITCH(R905.1.2) W X O TWO LAYERS OF UNDERLAYMENT W ROOF DECK CEMENTED TOGETHER OR WATERPROOFING MEMBRANE ROOF PLAN 8:12 8:12 SCALE : 1/4" = 1' - 0" <=�E�X=IST'G (W.7 EXIST'G N - _ _ RAFTER- ----- --- JOIST i 24"MIN. GUTTER PROJECT TITLE I I EXTERIOR WALL- DONALDSON RESIDENCE / ' I I I (-,-')REMOVE PROJECT ADDRESS / ROOF& INSULATION CRITERIA / BRACKETS REFER REFER TO COM-CHECK FOR: 710 EAST RD / L 1. INSULATION TYPES&LOCATIONS. CUTCHOGUE, NY 11935 2. GC MUST MEET MINIMUM REQUIRED INSULATION VALUES. EXTERIOR BRAKE METAL PROJECT PHASE / 1. ALL BRAKE METAL SHALL BE.125 ALUMINUM. NOTE ALL BENDS CONSTRUCTION CD REMOVE REMOVE DEMOLITION KEY NOTES WILL HAVE A RADIUS PER THE THICKNESS OF THE MATERIAL. ul ROOF& ROOF& COLOR OF BRAKE METAL TO BE VERIFIED WITH ARCHITECT. CEILNG CEILNG KEY DESCTIPTION 2. BLOCKING&SHIMMING AS REQD. REMOVE PORTION OF EXISTING ROOF.FRAMING,CEILING 3. ALL BRAKE METAL SHALL BE GLUED TO BLOCKING&WALL INCEPTION DATE ISSUE DATE I I I O FRAMING, SURFACE, C N CEILING. ETC TO ACCOMMODATE NEW GABLE W/CATHEDRAL 4. ALL JOINTS SHALL BE CAULKED. 12.01 .202`t I 0/1 .1 0.2026 O REMOVE EXISTING ROOF OVER STOOP. j O REMOVE PORTION OF EXISTING EXTERIOR WALL TO PROVIDE SHEET TITLE NEW OPENING FOR EXTERIOR DOOR OR WINDOW. REFER TO CONSTRUCTION&FRAMING PLANS. I I I O4 WALL&CLOSE OPENING OR REPLACE PER PLAN I REMOVE EXISTING WINDOW O WITHIN EXTERIOR ROOF PLAN - - - - _ _ I O REMOVE WOOD FRAMED STAIR&LANDING L - - - - - - - - - - - - - - -I- - - - - - - - - - - - O REMOVE EXISTING INTERIOR WALL.ALL M.E.P.WORK WITHIN 5 WALLS SHALL BE REMOVED BY THAT TRADE. REFER TO M.E.P. DEMOLITION NOTES. O REMOVE EXISTING SIDING O REMOVE EXISTING ROOFING ROOF PLAN - DEMO SCALE : 1/4" = 1' - 0" MAXIMUM BUILD►ING HEIGHT LINE EXTERIOR MATERIALS SCHEDULE - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -7 — — — — — — — — — — — — — — .:..,. ,s. / \ SYMBOL ITEM DESCRIPTION BRAND-MODEL '" ,, / \ ROOFING NATURAL CEDAR ROOF REFER TO"PITCH ROOF PITCH COMPONENTS"LIST BOX � / \ RAKE&EAVE 5/4x8 RAKE FASCIA-WHITE AZEK WOOD GRAIN TEXTURE FASCIA 5/4x8 EAVE FASCIA-WHITE PAINTPRO&CORTEX FASTNRS / \ RAKE&EAVE 5/46 RAKE FRIEZE-WHITE AZEK WOOD GRAIN TEXTURE FRIEZE 5/48 EAVE FRIEZE-WHITE PAINTPRO&CORTEX FASTNRS SOFFITS J"x12"SMOOTH-WHITE AZEK NON-VENTED / \ ROOF COPING MATCH FASCIA s° 'xi lr COLOR / \ OGUTTERS& GUTTERS MATCH LEADERS FASCIA COLOR JCG ARCHITECT FLASHING& KYNAR COATED / 8'RAKE FASCIA \ METALS JOHN C. GRAMLICH, RA / F-1 \ SHINGLE SIDING NATURAL CEDAR SHINGLE 7"EXPOSURE / S-1 6"RAKE FREIZE F-1 AKE FREI \ S'1 WEATHER TREATED "RZE \ _T,NEW ROOF HT/ 2 F-1 8"RAKE FASCIA BRICK VENEER EXISTING BRICK VENEER POWER WASH&WHITE WASH 248 ROUTE 25A SUITE 3066 � F-1 \ S-2 - EXIST'3rROOF HT ' - -- \ EAST SETAUKET, NY 11773 T 4\ 6' „EL T- -- / r - ---- - - —- \ Sj� - WINDOWS REFER TO REFER TO SCHEDULES SCHEDULES JCGRAMLICH GMAIL.COM @ / 6"EAVE FASCIA / 1__ _.__�_. WINDOW& 5/4x4 CASING-WHITE AZEK WOOD GRAIN TEXTURE 5 / R-1 / \ F T-1 DOOR TRIM PAINTPRO&CORTEX FASTNRS f // F-1 6"EAVE FASCIA / 4, _l_l j GLASS DOORS REFER TO REFER TO LICENSE & SEAL W-2 SCHEDULES SCHEDULES I I II i / \ FRONT DOOR REFER TO REFER TO ED A SCHEDULES SCHEDULES �g'�� G Rq COL ,S, NEW RR PL HT I/ \ COLUMNS 6x6 TIMBER NATURAL CEDAR+9'-0"EL WHITE 1ST FLR PL HT �� \ B-1 / +8'-0"EL 6"EAVE FASCIA F-1 \ / 1 1 WINDOW HD __ I L I I I 1 I i i ! I11 L► I \ - BRACKETS&HT PAINTED WHITE NATURAL CEDAR CORBELS +6'-8"EL r — _ J._ 1 .J 1 ? ! 1 l- - .5'-1 O s I I I j j i__ __i 4_ _ - �.�__1. _ J ,_�_�_� _. 1__ �__ PERGOLA PAINTED WHITE NATURAL CEDAR L i W1 F NG�f�1 o l 1� �.__--,,_I I----�,L---�--.---�._� �- �._I_ �..___�;,.�.--�_y_ _�. . PORCH CEILING BEADBOARD-WHITE AZEK PVC BEADBOARD E&CB I Z °° T_1 4"WINDOW TRIM 4_" - I 4"WINDOW TRIM T-1 I 71j�Ir � � � I I I � j� 1 � I I I — �(' }e _ 1_ [: o S-1 = I '-- - I a.I EXTERIOR 6"WIDE BOARDS IPE NATURAL WOOD NYS STATE LAW 1,=.�._ ;_:_I-=J _ (- -� .._..�._,. _ !___� 1 �.� �_..I _-�.� —1::1:- w D-1 DECKING I Z ! I i EXIST'G BRICK STOOP I d — -� '- �- GUARD RAIL 4"x4"TRADITIONAL POSTS VIEW RAIL OR EQUALix T_ UNAUTHORIZED ALTERATION OR ADDITION TO la 1ST SUB FLR ( i�� I T II I T , o I I al =CS 0'-0"REF EL !_.;_.__.. Y., 1__.,_ _r.__1_.,-_ , _,_,,__,__.__.,_.,,. ,k . �_�_ r�_,1__�.__,__ ._.-I� f__�_,_�. _1_ .__�_ _. I G-1 SYSTEM "ROD"RAILING SYSTEM ALL COMPONENTS WHITE ARCHITECTURAL PLANS OR SPECIFICATIONS -fj.. I T BEARING A LICENSED ARCHITECT'S SEAL IS A B.O. FJ L 44.7 45.1 SYMBOLS: VIOLATION OF PART 69.5.E OF TITLE 8 OF THE W_3 i BRACKET B_2 HANDRAIL NOT REOD I B= BRACKETS&COLUMNS M= METALS:GUTTERS, FLASHING OFFICIAL COMPILATION,CODES,RULES AND C= CEILING&SOFFITS P= PARGING 42.E_ _AVERAGE G_E _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ _ w-3 4"TRIM D= DECKING&WALKING SURFACES R= ROOFING REGULATIONS OF THE STATE OF NEW YORK. 1 GRADE F= FASCIAS&FRIEZE S= SIDING&SIDING COMPONENTSo G= GUARD RAILING&FENCING T= TRIM KEY PLAN 41.4 16.0' 32--2" 11.4' L= LIGHTING W= WINDOWS&DOORS HOUSE TO PROPERY LINE HOUSE TO PROPERY LINE NOTES: GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS.MOCK-UP WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION J,BASEMENT SLAB NORTH ELEVATION SCALE : 1/4" = 1' - 0" FRONT k NEW ROOF HT +17'-6"EL _4L EXIST'G ROOF HT Ir +16'-0"EL I _ �_ I ` � • PROJECT TITLE i B.O. PERG JOIST +9'-8 1/2"EL 1STFLRPLHT T DONALDSON RESIDENCE I ( 1ST FLR PL HT h +8'-0"EL t WINDOW HD HT �._.. , .._ - - � � . - _� ` _ i _ OW HD HT _`� WIND _ --:,._ r I PROJECT ADDRESS I ' , E._! - i - - —. - 0 -- - �-� ' 710 EAST RD I _ I 4 , _.�-.._, co i-I i I 5 _. _ I i I - PROJECT PHASE 1 r __.i_i _ I _ _ ..i I I_ T I__L. EXIST'G BRICK STOOP - " —� cs 1ST SUB FLR I . _.-_- ...__..:_ .__ _.-�_ _ r_ I,-=._ M _L_ _- ___ -_.. --- - 1ST SUB FLR CONSTRUCTION (CD) 0'-0"REF EL I ITi- I I l I I I I I I i i i I 0'-0"REF EL B.O. FJT, � �- _v U,- . - a"..W, I . .u :." .: ..., ,_..., B.O. FJ 44.7 ;°nncarn°ryn°nnr.,;nn°cnral I c" annncur�n°nnana°u❑°nn ,, 'O°°OCOLINCEPTION DATE ISSUE DATE nnnnnnnnn a nry°nnnnnnnnnC `ir` 9nnnnne1iaanrlr,na°na n❑nnnr.ncr a 11 nnnan � nnnr, f lnnn an r.,nnnnnnnnnannC' ,[ 12.01 "2024 04.10.2026 .n°cn°nnc 0nnanrannr]c Ir, �°uracrae n n an°°ca n raa naauc 43.2 rnnnn❑n°nnnnne1C ,Ir. n(7C,r,a[IC.GnannnfJnu°uc:r, I nnnnnnnnn°c I' nnc°°n.annatanr]n°ncar1nn ,r "r!nnnara C' ' 1 n ra n nnn n n r7 rl n n ra n n n n n n❑C?Clue i [: i°Ci n°ue,❑cn❑n n ar]an nn❑a 1, p f� r. 'nUrinn ra Ct°nn a❑nGanCiCCfJ -nnr'r;nri°C�nC'_nn.r,°L7nf.]dnLi 7( 41.0 rrnr,n,a ' SHEET TITLE 40.1 BASEMENT SLAB BASEMENT SLAB EXTERIOR ELEVATIONS HOUSE WRAP & UNDERLAYMENT SIDING 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN WEST ELEVATION ACCORDANCE WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS."TYVEK"WOR'TYPAR"IS NOT AN SCALE : 4 = - R.SIDE ACCEPTABLE ALTERNATIVE. 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE UNDER ALL NATURAL CEDAR SIDING. It EXTERIOR MATERIALS SCHEDULE MAXIMUM BUILDIING HEIGHT LINE SYMBOL ITEM DESCRIPTION BRAND-MODEL .,- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r — — — — — — — — — — — — — ROOFING NATURAL CEDAR ROOF REFER TO"PITCH ROOF PITCH COMPONENTS"LIST BOX RAKE&EAVE 5/4x8 RAKE FASCIA-WHITE AZEK WOOD GRAIN TEXTURE FASCIA 5/4x8 EAVE FASCIA-WHITE PAINTPRO&CORTEX FASTNRS / \ RAKE&EAVE 5/4x6 RAKE FRIEZE-WHITE AZEK WOOD GRAIN TEXTURE FRIEZE 5/4x8 EAVE FRIEZE-WHITE PAINTPRO&CORTEX FASTNRS • m SOFFITS J"x12"SMOOTH-WHITE AZEK NON-VENTED / \ ROOF COPING MATCH FASCIA COLOR / \ GUTTERS& GUTTERS MATCH LEADERS FASCIA COLOR ` JCG ARCHITECT METALS FLASHING& KYNAR COATED`\\ JOHN C. GRAMLICH, RA 8"RAKE FASCIA SHINGLE SIDING NATURAL CEDAR SHINGLE 7"EXPOSURE / � \ S-1 WEATHER TREATED /NEW ROOF HT 6"RAKE FREIZE \ F-1 S-1 \ BRICK VENEER EXISTING BRICK VENEER POWER WASH&WHITE WASH 248 ROUTE 25A SUITE 3066 / +17'_6"EL S_2 \\ S-2 EAST SETAUKET, NY 11773 WINDOWS REFER TO REFER TO JCGRAMLICH GMAIL.COM ET +16T'G ROOF 14'--T SCHEDULES SCHEDULES n— —-- — t WINDOW& 5/4x4 CASING-WHITE AZEK WOOD GRAIN TEXTURE DOOR TRIM PAINTPRO&CORTEX FASTNRS GLASS DOORS REFER TO REFER TO LICENSE & SEAL SCHEDULES SCHEDULES / I t \ O FRONT DOOR REFER TO REFER TO ED A / �- r �'- \ W-3 SCHEDULES SCHEDULES � Apo COLUMNS 6x6 TIMBER NATURAL CEDAR / \ - I =L1 - ,. r NEW RR PL HT \ B-1 WHITE i +9'-0"EL 4 _,6 1ST FLR PL HT ( j q 1ST FLR PL HT BRACKETS& PAINTED WHITE NATURAL CEDAR / - - - - +8'-0"EL � -� , r=..- ;-44_-�_=J:'.---'T=�*�'-° =r. +6-0"EL B-2 CORBELS / �_L.._-I. -I --_I �.__LL�-- L !..L i_1._-i_. i 1 - I- - -_f �_� 1- - _/ _ _ _ _\ — — — — _ WINDOW HD HT - - WINDOW HD HT S 0 +6'-8"EL _'_ f !' r +6'-8"EL ES-3 PERGOLA PAINTED WHITE NATURAL CEDAR �y��O38051 _ - - - _ .--�._._ S-1 F NE W-2 _1 PORCH CEILING BEADBOARD-WHITE AZEK PVC BEADBOARD E&CB T7 _l__ -. l 1 w-1 w o I �.. z 4"WINDOW TRIM T-1 °o w l .- -, - - +- ii !I z _l _- _1 -l.-.f I_. .-__.. L._ _T I EXTERIOR 6"WIDE BOARDS IPE NATURAL WOOD NYS STATE LAW _ D-1 DECKING Iw G-1 - — _ I o GUARD RAIL 4"x4"TRADITIONAL POSTS VIEW RAIL OR EQUAL UNAUTHORIZED ALTERATION OR ADDITION TO O _ _ O I G-1 SYSTEM "ROD"RAILING SYSTEM ALL COMPONENTS WHITE ARCHITECTURAL PLANS OR SPECIFICATIONS � 1ST SUB FLR 1ST SUB FLR o- BEARING A LICENSED ARCHITECT'S SEAL IS A 0'-0"REF EL 0'-0"REF EL - I SYMBOLS: VIOLATION OF PART 69.5.E OF TITLE 8 OF THE B.O. FJ u u v ,., u . U . .,v,u, ,,,, B.O. FJ I B= BRACKETS&COLUMNS M= METALS: GUTTERS, FLASHING OFFICIAL COMPILATION,CODES,RULES AND as nacanaunaunac:onc;nccoaooanannaaooc3uoar. C=I 10"DECK FA I CEILING&SOFFITS P= PARGINGSCIA REGULATIONS OF THE STATE OF NEW YORK. F-1 .;oarnnannaananro n ,nonnnnnooan000noor n D= DECKING&WALKING SURFACES R= ROOFING at aaa aanc nnc:nanc n Oanaaonaaan000000- c;I1- - - - - - - - D-1 BECKtfdC3- - - -. _ —c 'acCa ,caal oaraaoaC aC c aa- nanr,o—r r�L. — - - - - - - - - - - - - - - - - - - p 1I F= FA SCIAS&FRIEZE S= SIDING&SIDING COMP ONENTS 432 42.6AVERAGE G= GUARD RAILING T= TRIM- ur :c I-- "nr, ,r cuna-.c _,_7cu co7c ,n-nt[ ,ru3ct :oocan — — — — — — — — — G_A_E KEY PLAN LIGHTING = WINDOWS&DOORS O zT000ot Q U a a a a a n V a a a G 01-l000_ n 000Mr. 00O,- aoaaU..anncnr,aao 4' DOOR TRMT❑ a NOTES: 41.0 41.0 I GC SHALL PROVIDE SAMPLES FOR ALL MATERIALS&COLORS. MOCK-UP 1 F_1 WOOD TONE W-2 I WALLS 48"x48"REQUIRED FOR MAIN MATERIALS FINAL SELECTION ILATTICE 39.73 I IOL BASEMENT SLAB BASEMENT SLAB r6I 37.69 37.6 11.4' 32'-2" 16.0' HOUSE TO PROPERY LINE HOUSE TO PROPERY LINE SOUTH ELEVATION SCALE : 1/4" = 1' - 0" REAR F-1 8"RAKE FASCIA S-1 S-2 F-1 6"RAKE FREIZE / t._w- - T ,._. PROJECT TITLE z T- I 8"WRAPPED HDR i I r T � ' 7- , s"EAVE FASCIA- DONALDSON RESIDENCE F-1 T =i I s 1ST FLR PL HT I f - - WINDOW HD_HT rl + 710 EAST RD - I I ' 7 - trz,tea ! BRACKET __ _ _ �_._ _ - - - E, N -- _-4 -- L.. � � }- — B 2 CUTCHOGU Y 11935 �-- T -.�: L�- r= _'y-, sit -�:: 8"FREIZE F-1 co T I ;I PROJECT PHASE _ T` { ,__�. �= - CONSTRUCTION (CD) EXISTG BRICK STOOP 1 ST SUB FLR _ !_.- -:--:_ -1-. - 0'-0"REF EL -T- fl _ _ . I ,L, l - = e _.T = L - B.O. FJ E _ .r : ' � INCEPTION DATE ISSUE DATE c: ;aoa oac,��oc G_�`_' l .J_ I:.' 10"DECK FASCIA =- aac, 0C:t,aaccLI co i [' 1 r �= 12.01 .2024 04.10.2026 F-1 -,Ono ❑ncr.;oac''oa` M rv-�YT_ c � nnana noaoar.7ooan� Ti n n n nrJ 0 n r,,0 n ri o a n a n L DECKING r=aacc. cauaau00000c, � J -i 1 D-1 Y' aaacar;ocaano: 42.8 .Cnanaaannaocnnnc°ac 412.6 aconaaanaaOnanaaann 42.12 WOOD TONE c7oannaauac❑aaaaaoanr . G_1 SHEET TITLE F-1 000c,eoaacaaaoaanr LATTICE 7loQoanaanaaanoannaona WOOD FRAMED STAIRS W/36"H 'eaananaacoar.oaoonnnar F-1 _ GUARD/HD RAILS. KTREADS EXTERIOR ELEVATIONS —� '- w-1 ID-1-1 RISERS&WOOD DECK TREADS 39.73 BRACKET BASEMENT SLAB EXIST'G RAILROAD TIE WALL 37.93 HOUSE WRAP & UNDER LAYMEN T SIDING EAST ELEVATION 1. INSTALL"BARRICADE WRAP PLUS"HOUSE WRAP IN ACCORDANCE WITH BUILDING CODE&MANUFACTURERS REQUIREMENTS."TYVEK"&/OR"TYPAR"IS NOT AN SCALE : 114" = 1' - 0" L.SIDE ACCEPTABLE ALTERNATIVE. Ed 2. INSTALL CEDAR BREATHER AS MFG BY BENJAMIN OBDYKE UNDER ALL NATURAL CEDAR SIDING. 30'-2" 14'-7" 14'-7" " 1'-0" FC-1 Ilk NEW ROiOF HT r S-0. +17'-6"EL 2 p- ,oLEXXIST'G IROOF HT IF. Y +16'-0"EL 12 12 ,. - lulz 10 .. 2 - �60G — RR PL HT � !, EXTEND HEIGHT OF WALL FROM 8'-0" Q�' I F� EXTEND HEI HT OF WALL FROM 8'-0" , / \ +13'-8"EL PLATE HEIGHT TO 9'-0"PL HT.REFER TO +�� p PLATE HEIG T TO 9'-0"PL HT.REFER NOTES FOR SCOPE OF WORK c NOTES FOR SCOPE OF WORK i FC-7 FC-4 FC-6 _ S-0. S-0. S-0. � J FC-6 FC-4 � / JCG ARCHITECT RR PL HT JOHN C. GRAMLICH, RA BOTTOM CHORD OF TRUSS BEYOND NEW RR PL HT% - — _ / \ (NOT A CEILING JOIST) +9'-0"EL o _ — _ — _ - - - _ - - - - _ _ � - - — — — — -- -- +9'-0"EL _ 1ST FLR PL HT � 1ST FLR PL HT - � __- — — — — — — — — � 1ST FLR PL HT _ -= - - - - - - - — - - — — +8'-0"El +8'-0"EL +8'-0"EL OIL WINDOVIV HD HT — -T T 1 WINDOW HD HT ! I ! ! WINDOW HID HT 248 ROUTE 25A SUITE 3066 +6' 8"EIL ❑ i +6'-8"EL II +6'-8"EL I I Dinln I I II II II II EAST SETAUKET, NY 11773 Exist'g I I o Dining II II II Living Rm a' I �' Exist g I! II III Ex—'st'g o JCGRAMLICH@GMAIL.COM 0 00 - - - - - - - - - i- - II II II i i _ II II II II II II II IIZD LICENSE & SEAL 1ST SUB FLR p _4 1ST SUB FLR 1ST SUB FLR k*�D A/� 0'-0"REF EL 0'-0"REF EL C CS I ( EXIST'G 2x8 FJ @16"OC EXIST'G 2x8 FJ 16"OC EXIST'G 2x8 FJ @16"OC 0'-0"REF EL B.O. FJ B.O. FJ EXISTG(3)2x8 BEAM EXIST'G(3)2x8 BEAM B.O. FJ C? � G RgM,Cl I ! EXIST'G COLUMN ----EXIST'G COLUMN - I I I I Grade Level Grade Level xis_' Exist' s� Qk 9�. 038051 F OF NEB I I I I OIL BASEMEINT SLAB BASEMENT SLAB BASEMENT SLAB NYS STATE LAW UNAUTHORIZED ALTERATION OR ADDITION TO ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF PART 69.5.E OF TITLE 8 OF THE SECTION BB SECTION AA OFFICIAL COMPILATION,CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" KEY PLAN FC-1 NEW ROOF HT S-0. +17'-6"EL o,EXISTG(ROOF HT EXIST'G ROOF HT — IF +16'-0"EL+16'-0"EL 12 12 12 12 10D �10 8 8 EXIST'G 2x8 RR @16"OC �e�@ ��' EXTEND HEIGHT OF WALL FROM 8'-0" PLATE HEIGHT TO 9'-0"PL HT.REFER TO �6 SrG Attic NOTES FOR SCOPE OF WORK �g�� Attic �xBR xFiSt� L_ — EXIST'G 2x8 CJ @16"OC BOTTOM CHORD OF TRUSS BEYOND RR PL FC-7 HT 1 ST FLR PL HT O O O O O O (NOT A CEILING J01 T) I 1ST FLR PL HT _ 1ST FLR PL HT S-0 EXIST'G 2x8 CJ 16"OC +8'-0"E L +8'-0"EL +8'-0"EL 1 ST FLR PL HT _ T T T - - - - - - -� � - 1 WINDOW HD HT I WINDOW HD HT WINDOW HD HT HI H Alk IF LU +6'-8"EL � � WINDOWW HD HT _ +6'-8"EL ! I +6'-8"EL ' I +6'-8"EL EXTEND HEIGHT OF WALL FROM 6-0" PLATE HEIGHT TO 9-0"PL HT. r) Bedrm-1 Bath-1 ! I Dining REMOVE PLYWOOD SHEATHING FROM o Bedrm-1 Bedrm-2 oO Exist'q ExjSt g — — — — �xjst'_q_ — TOP 36"OF WALL. Exist g Exist A 00 REMOVE DBL TOP PLATES. m ADD SISTERED FULL HEIGHT STUDS. Co Deck `D INSTALL NEW DOUBLE TOP PLATES. INSTALL NEW 48"FULL HEIGHT PLYWOOD New FROM TOP OF NEW WALL DOWN 1ST SUB FLR 1ST SUB FLR _ 06 1ST SUB FLR _ IST REF EL 1ST SUB FLR 0'-0"REF EL 0'-0"REF EL EXISTG 2x8 FJ 16"OC EXIST'G 2x8 FJ 16"OC 0'-0"REF EL B.O. FJ EXIST'G 2x8 FJ @16"OC EXIST'G 2x8 F�-@16"OC — T B.O. FJ B.O. FJ I 2x8 DJ @16"OC B.O. FJ FC-8 DD-1 � FC-8 DD-1 O—L. S-0. -4.0 S-0. -4.0 f I I I PROJECT TITLE EXIST'G INTERIOR EXIST'G INTERIOR Kitchen I Grade (Level I I o I Kitchen EXIST'G Exist'g Exist' FRAME WALL xE FRAME WALL o EXIST'G FOUNDATION EXIST'G FOUNDATION DONALDSON RESIDENCE ! WALL&FOOTING WALL&FOOTING I I I I J,BASEMEINT SLAB BASEMENT SLAB BASEMENT SLAB R Y— BASEMENT SLAB PROJECT ADDRESS FMID PIER MUST BEAR ATOP EL 710 EAST RD COMPACTED FILL(CANNOT BEAR ATOP BACKFILL) CUTCHOGUE, NY 11935 PROJECT PHASE CONSTRUCTION (CD) SECTION DD SECTION CC SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" INCEPTION DATE ISSUE DATE 12.01 .2024 04.10.2026 SHEET TITLE BUILDING SECTIONS / CONTINUOUS BAFFLES PROVIDING / CONTINUOUS AIR FLOW TO VENTED i SHINGLE ROOF moo. / ATTIC i ALL CONNECTORS SHALL BE — — — — — — — — — — — — — — — — — �p / �� SHINGLE ROOF i CORROSION RESISTANT ROOF PAPERPVC RAKE FASCIA ------- -------L1____2x4OUTLOOKER STAINLESS STEEL AS MFG BYCROWN MOULD (2)LAYERS�"PLYWOOD ROOF / ROOF PAPERSIMPSON STRONGTIE FLAT SHEATHING CURVED EAVE/ / @ / 'PLYWOOD ROOF / / WOOD RAFTER W/BATT RAKE FASCIA BD OVER DBL END RAFTER "SHEATHING THEREAFTER / SHEATHING ALL RAIL POSTS SHALL BE MAX 2x6 NAILER BLOCKING i INSULATION 6'-0"OC&SHALL EXCTEND TO B.O. BLOCKING DJ'S. FASTEN"HD!2AHDG"THRU X PVC RAKE SOFFIT METAL DRIP EDGE �/ k I" 1/2"GYPSUM CEILING BD A x DECK JOIST, RAIIL POST,&2x8 CATHEDRAL CLG • BLOCKING W/ 2 5/8"DIA �? �- � PVC RAKE FRIEZE GUTTER PLYWDOOD SCABBED METAL DRIP EDGE ) CROWN MOULD DBL TOP PLATE TO SIDE OF EA.RAFTER. LOCKING "1 +" O M o ? FLASHING UNDER 1x6 FASCIA BD OVER 2x6 / CUT TO RADIUS 1x6 FASCIA BD ,y Cook .. THRU-BOLTS I 112"GYPSUM WALL BLOCKING DBL TOP PLATE n- � PVC RAKE FRIEZE SIDING&OVER BOARD , DBL TOP PLATE FASTEN DECKING TO RIM BD W/ LEDGER OVER BLOCKING I PVC VENTED SOFFIT PVC VENTED #10x3"WOOD SCREWIS @6"O.C.(NO J'PLYWOOD ROOF WOOD FRAMED GABLE 1'0" M SHEATHING END WALL " 1/2"GYPSUM WALL SOFFIT I BOARD WALL NAILS) RIM BD PLYWOOD ROOF BOARD "PLYWOOD ROOF RIM BD SHALL BE FASTENED THRU SIDING OVER HOUSE SHEATHING SHEATHING WOOD FRAMED WALL W/ JCG ARCHITECT END OF EA DECK JOIST W/ (5) PT DECK JOIST --FLR JOIST --� WRAP BARRIER ( SIDING OVER HOUSE I WOOD FRAMED WALL WI SIDING OVER HOUSE I BATT INSULATION @16"OC WRAP BARRIER BATT INSULATION WRAP BARRIER J O H N C. G RAM L I C H RA #10x3"WOOD SCREVNS(NO NAILS) "H1Z"GIRDER TO "AC4"OR"BC4Z" 'TO LOAD BRG �� ALL DECK JOISTS @ 6OCTBLOCKING RD-3 ROOF EAVE DETAIL 1"=1 '-0" RD-2 ROOF EAVE DETAIL 1 "=1 '-0" RD-1 ROOF EAVE DETAIL 1"=1 '-0" POST @TOP&,BOT OF DECK m a GIRDER DECK GIRDER Q p� � "LUS28SS" EDGER FASTENED THRU 248 ROUTE 25A SUITE 3066 "ABA44Z"'POST TO FTG HANGER EAST SETAUKET, NY 11773 BLOCKING&INTO RIM BD W/ GRADE 5/8"DIAx5"LAG BOLTS FIND WALL JCGRAMLICH@GMAIL.COM NEW 12"DIA.CONIC FTG EXTENDS- TO 36"MIN BELLOW GRADE& I PROTRUDES ABOVE GRADE 4"MIN M 1/2"GYP BD CEILING 1/2"GYP BD CEILING o 1/2"GYP BD CEILING LICENSE & SEAL DBL TOP PLATE-FIREBLOCKING DBL TOP PLATE FOR BRG& z DBL TOP PLATE FIREBLOCKING WOOD STUD WALL DOUBLES AS FIREBLOCKING D D-1 DECK DETAIL WI BATT INSULATION o 1/2"(US GYP BD CEILING (1)LAYER 1/2"GYP BD WOOD STUD WALL o (USE 1/2"GREENBOARD OVER cJR ARcy (1)LAYER 9116"OSB OR a SHOWER �� G R4,y/ APPROVED ALTERNATE Z (1)LAYER 1/2"MOISTURE&MOLD RESISTANT "BARRICADE"HOUSE WRAP w CEMENT BOARD(GREEN BOARD)(1)LAYERS - RIGID INSUALTION SIDE OF WALL"GYP BD EA (1)LAYER 1/2"TYPE GYP BD (1)LAYER 1/2"DUROCK BRAND CEMENT BOARD S� 03805� EXTERIOR SIDING VARIES _ q1' OR APPROVED ALTERNATE Lo o ON WET SIDE OF STUD. OF NEB EXTERIOR INTERIOR INTERIOR INTERIOR BATHROOM ¢ INTERIOR 0 I I NOTES: 00 I I I I SINGLE BOTTOM PLATE 1. REFER TO ENERGY REPORT FOR SINGLE BOTTOM PLATE z SINGLE BOTTOM PLATE I I FINISHED FLOOR INSULATION TYPE&R-VALUE. FINISHED FLOOR w FINISHED FLOOR NYS STATE LAW 2. REFER TO EXTERIOR ELEVATION 6x6x114"STEELL - 6x6x1/4'STEEL 6x6 FOR SIDING MATERIAL x1/4"STEEL - - UNAUTHORIZED ALTERATION OR ADDITION TO ANGLE USE 3/4"DIA,. ANGLE USE 3/4"DIA. ANGLE USE 3/4"DIA. ARCHITECTURAL PLANS OR SPECIFICATIONS THRU-BOLTS THRU BOLTS THRU-BOLTS WD-3 EXTERIOR WALL 1"=1 '-0" WD-2 INTERIOR WALL 1"=1 '-0" WD-1 INTERIOR BATHROOM WALL 1 "=1'-0" VIOLATIBEARINON NOFPAREDARCHITTITLESEALOF LV BEAM REFER TO LV BEAM REFER TO VIOLATION OF PART 69.5.B OF TITLE 8 OF THE PLANS FOR SIZE PLANS FOR SIZE OFFICIAL COMPILATION,CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK. W PLAN VIE PLAN VIEW KEY PLAN • 3w • • Lu • m > > LVL BEAM REFER TO �, LVL BEAM REFER TO PLANS FOR SIZE PLANS FOR SIZE SECTION VIEW SECTION VIEW BM-1 BEAM CONNECTION DETAIL 2'-11 112" DBL LVL RIDGE 2'-10" SHADED AREA INDICATES 3/4"PLYWOOD PROJECT TITLE • • • • GUSSET ON BOTH SIDES OF BUILT UP . TRUSS.FASTEN TO ALL COMPONENTS DONALDSON RESIDENCE 12 2x6 CT @16"OC GYPSUM FINISH OF THE PROJECT ADDRESS CATHEDRAL CEILING \ \ 710 EAST RD (2)12"LVL RAFTER(LEG OF TRUSS) \ \ CUTCHOGUE, NY 11935 / 1'4" 3/4" 114" 1/2" THE RAFTERS OF THE TRUSS ARE/ HIDDEN BEHING THE GYPSUM FINISH OF q THE CATHEDRAL CEILING \ \ PROJECT PHASE M N (2)12"LVL BOTTOM CHORD WRAPPED IN NATURAL CEDAR 1x BOARDS AS FINISH. THE BOTTOM CHORD OF THE TRUSS IS CONSTRUCTION (CD) N EXPOSED&"DIES"INTO THE GYPSUM \ \ FINSISH OF THE CATHEDRAL CEILING L 2x10 CEDAR BACKPLATE RAFTERS INCEPTION DATE ISSUE DATE - - - - - - - - - - - - - - - - - - - - - 12.01 .2024 04.10.2026 N NO GYPSUM HERE cq GYPSUM FINISH OF THE GYPSUM FINISH OF THE SHEET TITLE WALLS WALLS 1. TES: DETAILS 1" 1. ALL WOOD TO BE ARCHITECTURAL GRADE CEDAR 2. ALL FASTENERS TO BE CONCEALED " 112 3. ROUND ALL CORNERS 1 1/2" 1, 5 112" 6 4. PROVIDE SHOP DRAWINGS 5. WHERE BRACKET IS USED AS STRUCTURAL BRACKET. BRACKET SHALL BE FORMED OF STRUCTURAL STEEL&SKINNED WITH CEDAR.SHOP DRAWINGS REQ'D BR-1 BRACKET DETAIL 1 "=1 '-0" TR-1 TRUSS DIAGRAM SCALE: 1/2"=1 '-0" mom EXTERIOR DOOR SCHEDULE LOCATION UNIT DESCRIPTION MANUFACTURER NOTES ' NUMBER ROOM NAME NOMINAL NOMINAL DIAGRAM MATERIAL TYPE HARDWARE GLASS TYPE ENERGY BRAND SERIES ER S WIDTH HEIGHT RATING 1 D098 BASEMENT 9 -0 11 NOTE 3 CLAD SLIDER TBD 1„ 1 NS-TEMP NOTE 1 ANDERSEN ; 11 I w-' }p 1 11 - - ,+ D100 FOYER- DOOR 3 -0 61-811 NOTE 3 X SEE PLAN TBD 1„ 1 NS-TEMP NOTE 1 THERMATRUj, , D100 FOYER- SI DELIGHT' 1'-411 6'-8" NOTE 3 CLAD SEE PLAN TBD 1" 1 NS-TEMP NOTE 1 THERMATRU D102 DI NI NG RM 6'-0" 6'-811 NOTE 3 CLAD SLI DER TBD 1" 1 NS-TEMP NOTE 1 ANDERSEN D102A DI NI NG RM 3'-0" 6'-8" NOTE 3 CLAD SEE PLAN TBD 1" 1 NS-TEMP NOTE 1 ANDERSEN ' D100 DINING - SIDELIGHT 1'-411 61-811 NOTE 3 CLAD SEE PLAN TBD 1" 1NS-TEMP NOTE 1 ANDERSEN D104 BEDRM-1 9'-011 6'-811 NOTE 3 CLAD SEE PLAN TBD 1" I NS-TEMP NOTE 1 ANDERSEN EERO - NOTE 2 JCG ARCHITECT NOTES JOHN C. GRAMLICH, RA 1. ENERGY RATI NG MUST MEET H.E.R.S. REPORT OR MI NI MUM CODE STANDARD 2. EERO = EMERGENCY ESCAPE & RESCUE OPENI NG (COMMONLY REFERED TO AS EGRESS) 248 ROUTE 25A SUITE 3066 3. REFER TO EXTERIOR ELEVATIION DRAWI NGS EAST SETAUKET, NY 11773 JCGRAMLICH@GMAIL.COM WINDOW SCHEDULE LICENSE & SEAL LOCATION UNIT DESCRIPTION MANUFACTURER NOTES ED At?e NUMBER ROOM NAME NOMINAL NOMINAL DIAGRAM MATERIAL TYPE HARDWARE GLASSTYPE ENERGY BRAND SERIES �� G FR,gM� WIDTH HEIGHT RATING ¢ '� Wt 01 LIM NG RM 2'-8" 5'-011 NOTE3 CLAD DBL HUNG TBD 1" I NS-TEMP NOTE 1 ANDERSEN W101 A LIM NG RM 2'-811 5'-011 NOTE3 CLAD DBL HUNG TBD 1 If I NS-TEMP NOTE 1 ANDERSEN �' a3805� Q� W101 B LIM NG RM 2'-0" 5'-011 NOTE3 CLAD DBL HUNG TBD 1" I N&UNP NOTE 1 AND�V 9TF of NE`N W101 C LIM NG RM 2'-011 5'-011 NOTE3 CLAD DBL HUNG TBD 1" I NS-TEMP NO-El ANDERSEN W101 D LIM NG RM 2'-0" 31-0" NOTE3 CLAD FIX® TBD 111 I NS-TEMP NOTE 1 ANDERSEN UPPER VVNDOW W102 DI NI NG RM 5'-8" 4'-411 NOTE3 CLAD FIX® TBD 1 11 I NS-TBVIP NOTE 1 ANDERSEN - NYS STATE LAW W102A DI NI NG RM 21-011 41-411 NOTE3 CLAD DBL HUNG TBD 1" I NS-TEMP NOTE 1 ANDERSEN UNAUTHORIZED ALTERATION OR ADDITION TO W102B DINING RM 21-011 4'-411 N01E3 CLAD DBL HUNG TBD 1" INSTEMP NOTE 1 ANDERSEN ARCHITECTURAL PLANS OR SPECIFICATIONS BEARING A LICENSED ARCHITECT'S SEAL IS A W102C DI NI NG RM 21-011 31-0t1 NOTE3 CLAD FIXED TBD 111 I NS-TBVIP NOTE 1 ANDERSEN UPPER WNDOW VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE W105 B®R0-2 2'-811 5'-011 NOTE3 CLAD DBL HUNG TBD 1" INS•TBVIP NOTE 1 ANDERSEN EBRO- NOTE OFFICIAL COMPILATION,CODES,RULES AND REGULATIONS OF THE STATE OF NEW YORK. W105A B®RM-2 2'-8" 5'-0" NOTE3 CLAD DBL HUNG TBD 1" I NS-TEMP NOTE 1 ANDERSEN KEY PLAN NOTES 1. ENERGY RATING MUST MET H.E R S. FEPORTOR MINI MUM CODE STANDARD 2. ERO= BIIIERGENCY ESCAPPE&RESCUE OPENING(COMMONLY RFFERED TO AS EGRESS) 3. REFERT0 DC I ERI OR ELEVAM ON DRAW NGS EMERGENCY ESCAPE & RESCUE WINDOW FALL PROTECTION WINDOW & DOOR NOTES EMERGENCY ESCAPE&RESCUE OPENING ARE REQUIRED IN EVERY Approved emergency Approved window fall 1. ALL UNITS ARE TO BE AS SPECIFIED IN SCHEDULES SLEEPING ROOM, HABITABLE ATTICS,&BASEMENTS(R310.1) release window prevention device 2. GC SHALL ASSIST THE ARCHITECT&OWNER IN THE PROJECT TITLE OPENING AS FOLLOWS R310.2 : opening conformingFixed glazing ( ) limiting device to F090 panel SELECTION OF COLOR, HARDWARE,GLAZING, ETC. • NET CLEAR OPENING OF 5.7 SF 2.1. PROVIDE SELECTION OPTIONS TO THE ARCHITECT ALL DONALDSON RESIDENCE • NET CLEAR OPENING OF 5.0 SF @GRADE FLOOR OR BELOW GRADE ITEMS REQUIRE ARCHITECT&OWNER APPROVAL. • NET CLEAR OPEN WIDTH OF 20" 3. GC SHALL PROVIDE SHOP DRAWINGS FOR EVERY UNIT • NET CLEAR OPEN HEIGHT OF 24" \ \\ PROVIDED FROM THE MANUFACTURER. • WINDOWSILL HEIGHT 44"MAX(R310.2.2) \ \\ \ 3.1. GC SHALL THOROUGHLY REVIEW SHOP DRAWINGS PRIOR TO ISSUING PROVIDE WINDOW WELLS FOR WINDOW BELOW GRADE AS FOLLOWS 41n.sphere -�� - APPROVAL. SHOP DRAWINGS TO ARCHITECT FOR PROJECT ADDRESS (R310.2.3): cannot pass 4. ALL UNITS SHALL BE INSTALLED WITH THE FOLLOWING • ALLOW FOR WINDOW TO BE FULLY OPENED through - COMPONENTS AS REQUIRED BY THE MANUFACTURER: 71 O EAST RD • 9 SF MINIMUM,36"MIN HORIZ. PROJECTION t 9 \ 4.1. WRB-WEATHER RESISTANT BARRIER(HOUSE WRAP) • STEPS OR LADDER(6"MAX ENCROACH) Finish floes Ffnishtloor �N \ 4.2. PANNING MATERIAL- FLEX/METAL CUTCHOGUE, NY 11935 • WELLS 44"DEEP OR MORE MUST PROVIDE PERMANENT STEPS OR Finish floor 4.3. FLASHING MATERIAL-TAPE LADDER(3--MAX ENCROACH, 12"MIN WIDTH, RUNGS 18"MAX SPACING <24In. <24 in. 4.4. INSULATION-REFER TO ENERGY DETAILS,SHEET EC-1 FOR FULL HEIGHT OF WELL)(R310.2.3) >72 in. >721n. >721n. 4.5. SEALANT-REFER TO ENERGY DETAILS,SHEET EC-1 PROJECT PHASE • PROVIDE DRAINAGE SYSTEM RELATIVE TO SOIL(R310.2.3.2) Finish grade Finish grade Finish grade 5. ALL GLAZING SHALL COMPLY WITH SECTION R308 NYS • WELL CAN BE UNDER DECK PROVIDED A PATH TO EXIT IS NOT LESS BUILDING CODE THAN 36"HEIGHT(R310.2.4) 6. ALL GLAZING SHALL BE IDENTIFIED PER SECTION R308 NYS CONSTRUCTION (CD) • OPTION TO PROVIDE DOOR IN LIEU OF WINDOW(R310.3 R312.2 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION BUILDING CODE SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND 7. ALL GLAZING TO BE A MIN.OF INSULATED LOW-E, DOUBLE R312.2.2. PANE GLASS, UNLESS OTHERWISE SPECIFIED. 8. THE FOLLOWING GLAZING SHALL BE TEMPERED INCEPTION DATE ISSUE DATE R312.2.1 WINDOWSILLS. IN DWELLING UNITS,WHERE THE TOP OF THE 8.1. ALL SKYLIGHTS I SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 8.2. WINDOWS WITHIN 18"OR LESS OF FINISHED FLOOR,AND 1 2.01 .2024 04.1 0.2026 INCHES(610 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 HAVE AN INDIVIDUAL PANE OF GLASS 9 SF OR LARGER, INCHES(1829 MM)ABOVE THE FINISHED GRADE OR OTHER SURFACE AND HAVE THE TOP EDGE OF GLASS 36"OIL MORE ABOVE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW THE FINISHED FLOOR,AND ARE ADJACENT TO A WALKING SHALL COMPLY WITH ONE OF THE FOLLOWING: SURFACE SHALL BE TEMPERED GLASS, UNLESS SHEET TITLE 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A OTHERWISE NOTED.\ 4-INCH-DIAMETER(102 MM)SPHERE TO PASS THROUGH THE 8.3. WINDOWS IN TUB/SHOWER ENCLOSURES.ALL UNIT SHALL INTERIOR DOOR NOTES OSTIIONWHERETHEOPENINGISINITSLARGESTOPENED MANUFACTURER'S SPECIIFICA SHALL BE INSTALLED IN TIONSCEWITH DOOR & WINDOW 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL 8.4. ALL DOORS SCHEDULES 1. ALL DOOR SHALL BE SOLID CORE WOOD. PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 9. ALL UNITS TO BE CAULKED AND SEALED IN ACCORDANCE 1.1. FINISHES TO BE SELECTED BY THE OWNER. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW WITH NYS ENERGY CODE. 2. GC SHALL ASSIST THE ARCHITECT&OWNER IN THE SELECTION OF OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 10. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, COLOR, HARDWARE, GLAZING, ETC. R312.2.2. OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6"OF AN 2.1. PROVIDE SELECTION OPTIONS TO THE ARCHITECT R312.2.2 WINDOW OPENING CONTROL DEVICES.WINDOW OPENING EXTERIOR SURFACE. 2.2. ALL ITEMS REQUIRE ARCHITECT&OWNER APPROVAL. CONTROL DEVICES SHALL COMPLY WITH ASTM F2090.THE WINDOW 11. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED 3. GC SHALL PROVIDE SHOP DRAWINGS FROM THE MANUFACTURER OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE 12. ALL GLASS IS TO BE FREE OF SCRATCHES AND FOR EVERY WINDOW&DOOR TO THE ARCHITECT FOR APPROVAL. CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE 3.1. GC SHALL THOROUGHLY REVIEW SHOP DRAWINGS PRIOR TO NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT MANUFACTURER FOR A PERIOD OF 5 YEARS. AM ISSUING SHOP DRAWINGS TO ARCHITECT FOR APPROVAL. TO LESS 13, ALL UNITS SHALL MEET A DESIGN PRESSURE EXCEEDING AA AV 4. DOORS SHALL MEET ACCESSIBILITY REQUIREMENTS PER CODE. THAN THE AREA REQUIRED BY SECTION R310.2.1. VALUES IN TABLE 301.2(2)OF 2020 NYS BUILDING CODE. BUILT-UP WOOD COLUMNS STRUCTURAL LEGEND TABLE R301 .7 STRUCTURAL STEEL NOTES FRAMING NOTES ALLOWABLE DELFECTION OF DESCRIPTION SYMBOL KEY THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL ;:.•.; "� ,rr; STRUCTURAL MEMBERS a,b,c, CONFORM TO THE SPECIFICATIONS AND RECOMMENDATIONS OF THE 1. ALL DBL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS /�//////// AMERICAN INSTITUTE OF STEEL CONSTRUCTION. NOTED OTHERWISE. BEARING WALL % STRCUTURAL MEMBER ALLOW. DEFLECTION ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING 2. ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED BUILT-UP WOOD COLUMN IN WALL RAFTERS HAVING SLOPED GREATER U180THAN 3/12 WITH NO+ 4'4'FOR 2x4 BEARING WALL FROM ABOVE(USUALLY ATTACHED TO RAFTERS FINISHED CEILING REQUIREMENTS: OTHERWISE. ' ` BEARING ATOP A BEAM) A) ALL HOT ROLLED SHAPES SHALL CONFORM TO THE REQUIREMENTS 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED 'fie'FOR 2x6 ` INTERIOR WALLS&PARTITIONS H/180 OF ASST.A572 GRADE 50 OR ASST.36. ALL PROPOSED HOT ROLLED OTHERWISE. 2!:;"FOR 2x8 POST DOWN(AS SPECIFIED)-REFER TO SHAPE FRAMING MEMBERS SHALL CONFORM TO A572 UNLESS FLOORS&PLASTERED CEILINGS U360 DETAILS FOR BUILT-UP WOOD POSTS ® SPECIFICALLY NOTED ON THE PLAN THAT FOR A PARTICULAR MEMBER A36 4. POSTS,AS SPECIFIED, SHALL BE PROVIDED UNDER ALL LUMBER ` a 2-3"NAILS,TYR. ALL OTHER STRUCTURAL MEMBERS L/240 IS ACCEPTABLE. BEAMS, ENGINEERED BEAMS&HEADERS. B) ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO THE r ie POST FROM ABOVE&ATOP BEAM ® EXTERIOR WALLS WITH PLASTER OR H/360 REQUIREMENTS OF ASST.A36. 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. HEADERS e2 (USUALLY BEARING ATOP A BEAM) A € ® ® STUCCO FINISH C) ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH SIDE.11. U I a CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fay=46 SKI). ► STEEL COLUMN OR STEEL TUBE ® ® o EXTERIOR WALLS-WIND LOADS U240 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS SHALL BE 2-PLY 3-PLY 4-PLY WITH BRITTLE FINISHES ALL CONNECTIONS FOR STRUCTURAL STEEL BEAMS SHALL BE IN HELD TO THE EXTERIOR FACE OF STUDS. N EXTERIOR WALLS-WIND LOAD Sa L/120 ACCORDANCE WITH DISC STANDARDS AND TO SATISFY THE BEAMS END STEEL COLUMN OR STEEL TUBE FROM ® ® WITH FLEXIBLE FINISHES J CG ARCHITECT REACTIONS. THE CONTRACTOR SHALL SUBMIT CALCULATIONS VERIFYING 7. PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY CODE. ABOVE(USUALLY BEARING ATOP A BEAM) THE CAPACITY OF ALL CONNECTIONS. THE CALCULATIONS SHALL BE JOH N C. GRAM LICH RA MIN 2-;"NAILS STAGGERED EACH PLY OF COLUMN PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS REQUIRE TO BE CONNECTED TO a.The wind load shall be permitted to be taken as 0.7 times the AT 6"c/c,TYR. "LVL"BEAM: LAMINATE STRAND LUMBER AND SHALL BEAR HIS SIGNATURE AND PROFESSIONAL SEAL. THE BY CODE. GYPSUM BOARD WITH 1 "x9}" LVL Component and Cladding loads for the purpose of determining the CALCULATIONS SHALL CLEARLY CROSS REFERENCE TO THE SHOP - "PSL"BEAM: PARALLEL STRAND LUMBER deflection limits herein. , DRYWALL SCREWS @16"c/c „ " DRAWINGS. 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE 'LOAD PROVIDE BLOCKING TO ADJACENT "MIL"BEAM: MICRO-LAM ENGINEERED 1 x9 PSL 248 ROUTE 25A SUITE 3066 OR NAILED @8"c/c TYP. b.For cantilever members, L shall be taken as twice the length of the STUD EACH S>IDE AS ALTERNATIVE "CLAM"BEAM:GLUE LAMINATED 1 "x9;� MIL cantilever. PATH".ALL POST LOADS, BEAM POSTS, ETC. SHALL BE RESOLVED& TO NAILING CIOLUMN TO SHEATHING GYPSUM BOARD (CENTERLINE) BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASST.A325 AND CARRIED DOWN TO THE FOUNDATION SYSTEM. REPORT ALL c. For aluminum structural members or panels used in roofs or walls of ON EACH FACE 3"x12" GLAM SHALL BE 3/4"DIA.TYPE'F'(SLIP CRITICAL)UNLESS OTHERWISE NOTED ON DISCREPANCIES TO THE ARCHITECT. EAST SETAUKET, NY 11773 sunroom additions,patio covers, not supporting edge of glass or sandwich PLANS OR DETAILS. MIN. "SHEATHING panels,the total load deflection shall not exceed L/60. For sandwich ON ONE SIDE: STEEL BEAM(CENTERLINE) W12x35 panels used in roofs or walls of sunroom additions or patio covers,the 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS UP LUSH total load deflection shall not exceed U120 ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS AND DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. JCGRAMLICH@GMAIL.COM RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY(A.W.S.) WOOD SHEATHED WALLS INTERIOR PARTITIONS TABLE R301 .5 "STRUCTURAL WELDING CODE"AS APPLICABLE WITH REGARD TO WORK NAILING & FRAMING CONNECTORS FJ=FLOOR JOIST DJ=DECK JOIST L 2X10 FJ CONFORMING TO THE AISC. CJ=CEILING JOIST CT=COLLAR TIE @16"OC FREESTANDING BUILT-UP WOOD COLUMN LICENSE & SEAL SJ=SOFFIT JOIST MINIMUM UNIFORMLY DISTRIBUTED STRUCTURAL STEEL WELDMENTS SHALL BE INSTALLED WITH E70XX CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL RR=ROOF RAFTER ELECTRODES. WELDERS MUST HAVE CURRENT NEW YORK STATE FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR PROJECT 2X10 RR LIVE LOADS RT= RAFTER TIE „ �! CERTIFICATION. SPED A,C @16 OC REQUIREMENTS.SECTIONS GENERALLY MAKE"CALL-OUTS"FOR 414'FOR 2x4 USE LIVE LOAD REQUIRED DETAILS BUT THESE CALL OUTS ARE NOT ALL INCLUSIVE. 'C y ® ® *a'FOR 2x6 B ALL OPEN WEB JOIST CONSTRUCTION SHALL BE IN ACCORDANCE WITH CONTRACTOR MUST DETERMINE ALL LOCATIONS. REPORT ANY �5 G Rq INDICATES CONNECTION WHERE(2) ATTICS WITH LIMITED STORAGE 20 PSF THE SPECIFICATIONS AND RECOMMENDATIONS OF THE STEEL JOIST ® ® 2�"FOR 2x8 BEAMS INTERSECT-BEAM'A'IS BEING -ljr DISCREPANCIES&/OR NOTIFY ARCHITECT WITH ANY ISSUES. 3„ 6" INSTITUTE(SJI). ALL JOISTS SHALL BE BRIDGED TO THE Q NAIL FASTENED INTO BEAM'B'BY MEANS OF ATTICS WITHOUT STORAGE 10 PSF NAIL NAIL I RECOMMENDATIONS OF THE SJI AS A MINIMUM. BRIDGING SHOWN IN ENGINEERED FRAMING SIGN 2 ROWS TYR. A METAL CONNECTOR OR AS SPECIFIED PLANS MAY EXCEED THE SJI REQUIREMENTS AND SHALL BE PROVIDED. 1 ROW,STACGGERED,FOR IA DECKS 40 PSF ROOF JOISTS SHALL BE PROVIDED WITH UPLIFT BRIDGING ALONG THE COLUMN WI?H 2x4 PLIES EXTERIOR BALCONIES 60 PSF BOTTOM S\CHORDS AT THEIR SUPPORTS. JOIST BRIDGING SHALL BE ® ® ANCHORED TO THE STRUCTURAL STEEL FRAMING. 6" DIAMETER �� s�9TF 038051 Q� 2"FOR 2-PLIY GUARDRAILS AND HANDRAILS 200 PSF 2�"FOR 3-PLY STRUCTURAL DESIGN VALUES ALL STEEL DECK CONSTRUCTION SHALL CONFORM TO THE Ofr NE 314'FOR 4-PPLY2 PLY 3-PLY 4-PLY GUARDRAILS IN-FILL COMPONENTS 50 PSF SPECIFICATIONS AND RECOMMENDATIONS OF THE STEEL DECK INSTITUTE SAWN LUMBER DOUG-FIR LARCH(NORTH)#2 PASSENGER VEHICLE GARAGES 50 PSF (SDI). ALL STEEL DECK SPECIFIED IS MANUFACTURED BY UNITED STEEL DECK(USD). THE DECK SHALL BE FASTENED TO THE SUPPORTING Fb=900 psi ALL NOMINAL FRAMING MEMBERS AND ALONG THE SIDE LAPS TO USD AND THE SDI RcrUarlv6 R6R r' :: REFLECTIVE wNITE NYS STATE LAW NOTES: 1. NO SPLICES SHALL BE MADE IN ANY BUILT-UP WOOD COLUMNS. ATTICS WITH STORAGE 20 PSF SPECIFICATIONS AND RECOMMENDATIONS. PANTONeI MST r'p j'., 2. DETAILS ABOVE ONLY APPLY TO SPF COLUMNS. STRUCTURAL COMPOSITE GEORGIA PACIFIC GP LAM 2.0E-3100F ' 3 ALL NAILS TO BE COMMON WIRE NAILS. ROOMS OTHER THAN SLEEPING ROOMS 40 PSF ' STRUCTURAL STEEL IN INTERIOR LOCATIONS SHALL BE PAINTED WITH UNAUTHORIZED ALTERATION OR ADDITION TO Fb=3100 psi LVL, PSL SLEEPING ROOMS 30 PSF ONE SHOP COAT OF APPROVED PAINT. EXISTING STEEL IS TO BE ' ARCHITECTURAL PLANS OR SPECIFICATIONS TOUCHED UP WHERE THE PAINT FINISH HAS BEEN DAMAGED. GLUE LAMINATED TIMBER ANTHONY POWER BEAM 30E-2.1 E BEARING A LICENSED ARCHITECT'S SEAL IS A STAIRS 40 PSF STRUCTURAL STEEL SURFACES IN CONTACT WITH CONCRETE SHALL NOT VIOLATION OF PART 69.5.E OF TITLE 8 OF THE JOIST NOTCHING Fb=3000 psi GLULAM BE PAINTED. IN LIEU OF PAINTING,THE CONTRACTOR IS TO PROVIDE FOR t. THE GALVANIZING OF ALL EXPOSED STEEL. OFFICIAL COMPILATION,CODES,RULES AND STEEL BEAMS BEAMS&GIRDERS REGULATIONS OF THE STATE OF NEW YORK. STRUCTURAL STEEL IN EXTERIOR LOCATIONS SHALL BE PAINTED WITH $ Fy=36 ksi WIDE-FLANGE PRIME AND TOP COATS WITH AN APPROVED PAINT SYSTEM. KEY PLAN ' 2 INCHES MIN. T STEEL PIPE COLUMNS ASTM A501 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL MAX. 'fa OF 7 t NOTCH MAX. Fy=36 ksi PIPE COLUMN WORK. SHOP DRAWINGS MUST BE APPROVED BY THE ARCHITECT PRIOR JOIST DEPTH1- JOIST 1/6 OF TO FABRICATION OR CONSTRUCTION. ; --� JOIST DEPTH STEEL TUBE COLUMNS ASTM A500-GRADE B Y 112 J. 2 INCHES MIN. I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STROKE Fy=46 ksi SQAURE COLUMNS STATE BUILDING CODE AND OTHER REGULATORY AGENCIES HAVING The construction typo i - CONCRETE WALLS, FOOTINGS,&SLABS AUTHORITY OVER THE WORK. designation* � shalil be MAX, VA OF MIDDLE /3 OF SPAN , , N , nl , iv or v■ JOIST DEPTH NO NOTCHES ALLOWED THE DIMENSIONS SHOWN ARE BASED ON EXISTING CONSTRUCTION to indicate the construction TOP OR E10170M 3000 psi 3500 psi GARAGE SLAB DOCUMENTS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE classification of the SOIL UNDISTURBED SOIL FIELD. structurection e under of the BCNY3 DESIGNATION FOR STRUCTURAL COMPONENTS THAT ARE OF 1.5 TON-3000 PSF G.C.VERIFY 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL TRUSS TYPE CONSTRUCTION STRUCTURAL WORK. SHOP DRAWINGS MUST BE APPROVED BY THE ■ OF" FLOOR FRAMING,INCLUDING ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION ■ ■ GIRDERS AND BEAMS STUD NOTCHING . . -- f ■R" ROOF FRAMING EXTERIOR OR NONSEARING `"`ILDI G "FIR"FLOOR AND ROOF FRAMING BEARING WALL PARTITION STANDARDS AND CODES STUD FACE -STUD FACE ENGINEERED FRAMING SIGN NOTES 6/1,INCH MIN. `4 INCH MIN. BORED HOLES BORED HOLES TITLE 19 OF THE OFFICIAL COMPILATION OF CODES, RULES AND DIA.40%OF STUD WIDTH, DIA.60%OF REGULATIONS OF THE STATE OF NEW YORK, PART 1265. 60%OF STUD WIDTH IF STUD WIDTH STUD DOUBLE MAX. ALL NEW,ADDITIONS TO EXISTING,OR REHABILITATION OF EXISTING RESIDENTIAL STRUCTURES UTILIZING TRUSS TYPE CONSTRUCTION, NOTCH NOTCH PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 25%OF STUD 40°,6 OF STUD REQUIRE THE FOLLOWING: WIDTH MAX. WIDTH MAX. 1. THE PROPERTY OWNER OR THE PROPERTY OWNER'S REPRESENTATIVE SHALL COMPLETE A FORM PRESCRIBED BY THE STATE FIRE PREVENTION AND BUILDING CODE COUNCIL DESIGNATING THE STRUCTURE AS TRUSS TYPE, PRE-ENGINEERED WOOD OR TIMBER CONSTRUCTION AND FILE SUCH FORM WITH THE APPLICATION LVL BOLTING CHART FOR A BUILDING PERMIT. 2. A SIGN SHALL BY AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE Fastener Schedule 3�f Wide 5Y Wide 7"Wide EXTERIOR OF THE RESIDENTIAL STRUCTURE. (REFER TO PART 1265 PROJECT TITLE WHERE NO ELECTRIC BOX EXISTS) 3. THE SIGN SHALL BE AS SHOWN&DESCRIBED IN THE FIGURE BELOW& DONALDSON RESIDENCE Number of Fastener SHALL BE OF STURDY, NON-FADING,WEATHER-RESISTANT MATERIAL. Fastener On-Center • OPTION TO PROVIDE DOOR IN LIEU OF WINDOW(R310.3 Fastener Type Rows I Spadng(in.) I 2-Ply I/4' 3-Ply I/4" I h"+VA" 4-Ply I/" 2-PI I/."+3 h' 2-Ply 3h" IOd(0.128"x V)Nails 3 12 545 405(ES) 405 - 360(ES) - PROJECT ADDRESS 4 12 725 545(ES) 545 - 485(ES) - TABLE R403.1 TABLE R402.2 Ibd(0.162"x3i/s')Nails 2 12 565 425(ES) 425 375 3 12 845 635(ES) 635 - 563(ES) - MINIMUM WIDTH OF CONCRETE OR MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 710 EAST RD 24 505 380 525 340 465 860 MASONRY FOOTINGS a A"Through Bolts 2 19.2 635 475 655 425 585 1075 CUTCHOGUE, NY 11935 16 760 570 790 505 700 1290 LOAD BEARING VALUE OF SOIL 1TYPE OR LOCATION OF CONCRETE CONSTRUCTION MINIMUM SPECIFIED COMPRESSIVE STRENGTHa(F'c) 24 680 510(ES) 510 - 565(ES)5(ES) - 1,500 PSF SDS'/4"x 3'/" 2 19.2 850 640(ES) 640 2,000 PSF 3,000 PSF :54,000 PSF WEATHERING POTENTIAL PROJECT PHASE - 56 - 16 1020 765(ES) 765 - 680(ES) - CONVENTIONAL LIGHT-FRAME CONSTRUCTION NEGLIGIBLE MODERATE SEVERE 24 - - -/. 5(ES) 5(ES) 0(ES) CONSTRUCTION (C D) SDS'' "x 6" 2 19.2 - - - 69 695(ES) 69 695(ES) 85 850(E5) 1-STORY 12 INCHES 12 INCHES 12 INCHES 12 INCHES CELLAR WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2500 PSI 2500 PSI 2500 PSI 16 - - - 835(ES) 835(Es) lozo(Es) 2-STORY 15 INCHES 12 INCHES 12 INCHES 12 INCHES EXPOSED TO WEATHER 24 500 375 ES 375 - 335(ES) - CELLAR SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2500 PSI 2500 PSI 2500 PSI'c USP WS35 2 19.2 625 470(ES) 470 - 415(ES) - 3-STORY 23 INCHES 17 INCHES 12 INCHES 12 INCHES GARAGE FLOOR SLABS INCEPTION DATE ISSUE DATE 16 750 565(ES) 565 - 335(ES) (ES)(ES) 24 - - 335(ES) 335 625(ES) 4-IN BRICK VENEER OVER LIGHT FRAME OR 8"HOLLOW CELLAR WALLS, FOUNDATION WALLS, EXTERIOR WALLS,AND 2500 PSI 3000 PSI 3000 PSI 1 2.01 .2024 04.1 0.2026 USP WS6 2 19.2 415(ES) 415(ES) 25- CONCRETE MASONRY OTHER VERTICAL CONCRETE WORK EXPOSED TO THE - - -16 - - - 500(ES) $00(ES) 750(Es) 1-STORY 12 INCHES 12 INCHES 12 INCHES 12 INCHES WEATHER 24 535 400(ES) 400 - 355(ES) - PORCHES,CARPORT SLABS AN STEPS EXPOSED TO 2500 PSI 3000 PSI d,e,f 3000 PSI 'e' SHEET TITLE V/3"TrussLok® 2 19.2 670 500(ES) 500 - 445(ES) - 2-STORY 21 INCHES 16 INCHES 12 INCHES 12 INCHES WEATHER,AND GARAGE FLOOR SLABS 16 800 600(ES) 600 - 535(ES) - 3-STORY 32 INCHES 24 INCHES 16 INCHES 12 INCHES 24 - 435 435 - 385(ES) 580(ES) a. Strength at 28 days psi. STRUCTURE NOTES 5"TrussLok 2 19.2 - 545 545 - 485(ES) 725(ES) 8-IN SOLID OR FULLY GROUTED MASONRY b. See table r301.2(1)for weathering potentialc. 16 - 655 655 - 580(ES) 870(ES) c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in 24 - - - 385 385 580 1-STORY 16 INCHES 12 INCHES 12 INCHES 12 INCHES accordance with footnote d. d. Concrete shall be air-entrained.total air content(percent by volume concrete)shall not be less than 5 percent or more than 7 6'/."TrussLok 2 19.2 - - - 485 485 7zs 2-STORY 29 INCHES 21 INCHES 14 INCHES 12 INCHES percent. 16 - - - 580 580 870 e. See section r402.2 for minimum cement content 3-STORY 421NCHES 321NCHES 21 INCHES 16 INCHES NOTES: f. For garage floors with a steel troweled finish, reduction of the total air content (percent by I."ES'indicates fasteners m be scale h side of the beam with the given must installed 8 3.For3rowsoffasteners,multiplytabulatedvaluesior2rowsbyl.S.Cen[erandstagger VOIUm@ Of COriCr@te) t0 not less than 3 percent is permitted if the specified compressive fastening schedule.Stagger fasteners on opposite:side of beam by Lip to one-half the middle row by one-half the required o.c.spacing for depths less than 1 1'/,". a.Where minimum footing width is 12 Inches, use single wythe of solid or required fastener on-center spacing. 4.Do not use fastener schedule if fastener clearances,required staggering and offsetting,or strength of the concrete is increased to not less than 4,000 psi. 2.For nails,tabulated values may be multiplied b 2..0 for 6"ox.spacing and b 3.0 for fully grouted 12-inch nominal concrete masonry units is permitted. Y P Y P n8 Y required fastening cannot be met.Consult technical representative for other options. 4"o.c.spacing.For bolts,tabulated values for 24"'o.c.may be multiplied by 2.0 for 12"o.c.spacing.For structural screws,tabulated,values for 24"o.c.may be multiplied by 2.0 for 12"o.c.spacing,by 4.0 for 6"o.c.spaciing and by 6.0 for 4"ac.spacing. NAILING SCHEDULE NAILING SCHEDULE 77 TABLE 602.3(1) TABLE R602.3(1) FASTENING SCHEDULE-continued FASTENING SCHEDULE USE A MIN.OF(2)8d NAILS THIS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER,,b.c SPACING AND LOCATION NUMBER AND TYPE HDU5 WITH SIDS 2.5 WOOD ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION SIDE OF TRUSS(4)8d NAILS I OF FASTENERa-b,c SCREWS Floor 12" 0 MINIMUM INTO TRUSS Roof 3-16d box(31/,"x 0,135 or Blind and face nail 0 0 a :24 2 subfloor to joist or girder 2-16d common(3'/,"x 0.162 4-8d box(21/. x 0.113')or vc 0 0 T 3-8d common(21/,"x 0.13 1'�;or 3-16d box(3'! "x 0.13 5');or I Blocking between ceiling joists or rafters to top plate -LSTA 1 1/4'WIDEx 15" 5/8"DIA,THREADED ROD SHORT SIDE 25 2"planks(plank&beam-floor.5-,rool) 2-16d common(3 V,"x 0.162') At each bearing,face nail 3-10d box(3 x 0.128');or Toe nail LONG 20 GA.STEEL k OF STUD 3-16dcommon(31/ "xO 162') 3-3"x 0.131 nails STRAP BY'SIMPSON'. 4-8d box(21/,"x 0.113');or Z SECURE W/(6)1 Od % I - 26 Band or rimjoist tojoist 4-10 box(3"x 0.128'),or End nail 3-8d common(21/,"x.0.131');or BOTTOM PLATE OF WALL 4-3"x 0.131"nails-,or 2 Ceiling joists to top plate COMMON NAILS ON EACH 3-10d box(3 x 0.128');or Perjoist,toe nail 4-3"x 14 ga.staples,7/.."crown 3-3"x 0.131 nails RAFTER U_ 5 1 5/8"DIA.THREADED ROD Nail each layer as follows:32"o.c. RAFTER 20d common(4"x 0.192');or at top and bottom and staggered. Ceilingjoist not attached to parallel rafter,laps over 4-10d box(3 x 0.128'�;or 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(31/,"xO.162');or Face nail A,[ tic DBL TOP PLATE OF WALL 1 Od box(3 x 0.128 or 24"o.c.face nail at top and bottom R802.5.1(9)] 4-3"x 0.131"nails 1 27 Built-up girders and beams,2-inch lumber 3"x 0.131 nails staggered on opposite sides Ceiling joist attached to parallel rafter(heel joint) SHORT SIDE layers And: 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail RIDGE BOARD HDU5 WITH SDS 2.5 WOOD OF STUD 2-20d common(4"x 0.192'�;or Face nail at ends and at each splice R802.5.1(9)] JCG ARCHITECT SCREWS 3-1 Od box(3 x 0.128);or Collar fie to rafter,face nail or 11/4 x 20 ga.ridge strap to 4-10d box(3"x 0.128');or 3-3"x 0.131 nails 5 3-10d common(3"x 0.148');or Face nail each rafter JOHN C. GRAMLICH RA USE A MIN.OF(2)8d NAILS INTO 0 4-16d box(31/,"x 0.135');or I rafter 4-3"x 0.131"nails PLATES 3-16d common(31/,"x0.l62')-or 3-16d box nails(31/."x 0.135' ;or 28 Ledger strip supportingjoists or rafters 4-10d box(3 x 0.128');or At each joist or rafter,face nail 3-10d common nails(3"x 0.148); 2 toe nails on one side and I toe nail USE A MIN.OF(8)8d NAILS INTO---/ 4-3"x 0.131 nails 6 Rafter or roof truss to plate or on opposite side of each rafter or STUD 29 Bridging to joist 2-l0d(3"x0.128') Each end,toe nail 4-1 Od box(3"x 0.128'�;or truss' 248 ROUTE 25A SUITE 3066 SPACING OF FASTnENte rEmeRSdie ta 4-3"x 0.131"nails EAST SETAUKET, NY 11773 DESCRIPTION NUMBER AND I 4-16d(3'/,"x 0.135"),or ITEM SPACING BUILDING ELEMENTS TYPE OF FASTENER'.b,- Edges 3-10d common(31/,"x0.148');or (incheS)h supports" 4-10d box(3'x 0.128');or Toe nail Wood structural panels,subfloor,roof and Interlorwall sheathing to framing and particleboard wall sheathing to framing (inches) 7 Roof rafters to ridge,valley or hip rafters orroofrafter 4-3"x 0.131"nails JCGRAMLICH@GMAIL.COM FC-1 RAFTER TO RIIDGE CONNECTOR FC-2 RAFTER & CEILING JOIST TO STUD FC-37STUD TO STUD BETWEEN FLOORS [see Table R602.3(3)for wood structural panel exteriorwall sheathing to wall framing] to minimum 2"ridge beam 3-16d box 31/,"xO.135')-,or 2-16d common(3 ;0 3/t,1, 1/21' 6d common(2"x0.1 13')nail(subfloor,wally 6 121 3-l0d box(3"x 0.1281;o162%or End nail r 8d common(21/,"x 0.13 l')nail(roof) 3-3"x 0.131"nails LICENSE & SEAL 31 19/32 -1 8d common nail(21/,"x 0.13 l') 6 121 wall I Od common(3"x 0.148')nail;or 232 1 1/s 11/4 8d(21/,"X 0.131')deformed nail 6 12 l6d common(31/,"x 0.162) 24"o.c.face nail 8 Stud to stud(not at braced wall panels) I Od box(3"x 0.128');or 91H3 17. Other wall sheathings 3"x 0.131"nails 16"o.c.face nail '/,"structural cellulosic fiberboard I'/,"galvanized roofing nail,7/16"head 3 6 16d box(3 1/ "x 0.135");or 233 sheathing diameter,or 1'crown staple 16 ga., 1 long Stud to stud and abutting studs at intersecting wall corners 12' o.c.face nail H8 HURRICANE TIE SECURED W/ 0 9 3"x 0.131"'nails 11 1 (5)1 Odxl 1/2"NAILS TO RAFTER 0 34 25/ "structural cellulosic 1'/,"galvanized roofing nail I/ "headdiame- 3 6 (at braced wall panels) 16d common(3 1,10 x0.162') 16"o.c.face nail USE(5)8d NAILS IN EVERY liberboard sheathing ter,or I"crown staple 16 ga., 11/4-long &(5)8d TO PLATES 16d common(3 V,"x 0.162') 16"o.c.each edge face nail OTHER HOLE IN EACH ROW V/2 galvanized roofing nail;staple galvanized, 10 Built-up header(2"to 2"header '/2"spacer)V,"gypsum sheathing d ea eaer w 7 7 IV, long; 1'/4"screws,Type W or S 16d box(3 V,"x 0.135 12"o.c.each edge face nail M Z NJ 36 5/,"gypsum sheathings 1'/4 galvanized roofing nail;staple galvanized, 5-8d box(2'/2"x 0.113');or 7 11 Continuous header to stud 4-8d common(21/,"x 0.131 ;or 7 15/, long; I screws,Type W or S 4-1 Od box(3"x 0.128'� Toe nail OF NE� HURRICANE TIE SECURED W1(5) .0- 0 Wood structural panels,combination subfloor underlaymentto framing l6d common(3 1/,"x 0.162') 16"o.c.face nail 0 H2 HURRICANE TIE SECURED W/ 37 3/4"and less 6d deformed(2"x 0.120')nail;or 6 12 1 Odxl 1/2"NAILS TO STUD &(5) 8d common(21/,"x 0.13 1')nail 12 Top plate to top plate (5)8d NAILED TO PLATES&(5)8d I Od box(3 x 0.128');or 12"o.c.face nail of Z LU 8d TO PLATES NAILED TO RAFTER 6 12 3"x 0.131 nails NYS STATE LAW _J 11, 8d common(21/,"x 0.13 1')nail;or LU a 8d deformed(21/,"x 0.120')nail 9-l6d common(3 1/ "x0.162%or M 2 6 Co 0 Double top plate splice for ST)Cs A-D2 with seismic braced 12-16d box 31/ "xO 135')-or 239 1 1/4 1' 10d common(3"x 0.148")nail;or 6 12 wall line spacing<25 12-10d box�'3"'XO.1�8');or Face nail on each side of end joint I 18d deformed( "xO.120')nail 13 12-3"x 0.131"nails (minimum 24"lap splice length each• UNAUTHORIZED ALTERATION OR ADDITION TO '0 -or ST: I inch 25.4mm,1 foot=304.8 mm,I mile per hour 0.447 m/%;I ksi=6.895 Nma. Double top plate splice SDCs D,,,D,or D,-,and braced wall side of end joint) ARCHITECTURAL PLANS OR SPECIFICATIONS CS COILED STRAP 9..P- 12-16d(31/,"x 0.135') BEARING A LICENSED ARCHITECT'S SEAL IS A 1-1x 20GA.@16"OC 0 (continued) line spacing �25 VIOLATION OF PART 69.5.13 OF TITLE 8 OF THE (continued) (D 1i OFFICIAL COMPILATION,CODES,RULES AND Z LU EN H8 HURRICANE TIE SECURED W/ REGULATIONS OF THE STATE OF NEW YORK, USE(5)8d NAILS IN EVERY NOTE:USE H2 WHEN (5)1 Odxl 1/2"NAILS TO STUD & OTHER HOLE IN EACH ROW STUD&RAFTER ALIGN (5)8d TO PLATES % TABLE R602.3(1)-continued W/ 1% 11 FASTENING SCHEDULE KEY PLAN NOTE:USE H8 WHEN ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERk SPACING AND LOCATION • STUD&RAFTER DO Bottom plate to joist,rim joist,band joist or l6d common(31/,"x 0.162'� 16"o.c.face nail NOT ALIGN 14 blocking(not at braced wall panels) 16d box(3 V,"x 0.13 5'D;or 3"x 0.131"nails 12"o.c.face nail Bottom p]ate to joi st,rim j oist,b and j oist or 3-16d box(3 1/,"x 0.135');or 3 each 16"o.c.face nail FC-4 WALL TO WALL STRAPPING FC-5-TSTUD TO PLATE & RIM BOARD FC-6-FRAFTER TO TOP PLATES & STUD 15 blocking(at braced wall panel) 2-16d common(3 1/,"x 0.162');or 2 each 16"o.c.face nail 4-3"x 0.131"nails 4 each 16"o.c.face nail 4.8d box(21/"x 0 113')-or 3-16d box(3]/,"x 6.135'�;or 4-8d common(2 1/,"x 0.131');or Toe nail 4-1 Od box(3 x 0.128');or 16 Top or bottom plate to stud 4-3"x 0.13 1 nails 3-16d box(3 1/�"x 0.13 5');or DBL TOP PLATES common common(3'/,"x 0.162');or A 3-1 Od box(3"x 0.129');or End nail CEILING JOISTS 3-3'x 0.13 1 nails A35 COI`r ECTOR REQ' 3-10d box(3 x 0.128'�;or @TOP&E OTTOM OF AC4 POST CAP EACH SIDE OF 17 Top plates,laps at corners and intersections 2-16d common(3'/,"x 0.162'�;or Face nail ALL CRII 11 ILES. HDR BEAM.USE(12)16d NAILS % 3-3"x 0.131"nails HEADER CRIPPLE,( @16'OC IN BEAM&(8)16d NAILS IN POST 3-8d box(21/,"x 0.113');or F18CONNECTOR FOR EACH CONNECTOR1"brace to each shod and plate 2-10 ox(3 xO.128 ;or or Face nail 2 staples 11/4" 3-8d box(21/,"x0.113'�;or 19 1 x 6 sheathing to each bearing 2-8d common(21/,"x0.131');or Face nail 2-1 Od box(3"x 0.128');or KING STUDS 2 staples, I"crown, 16 ga., 13/4 11 1 Ong JACK STUDS 4'-0"PERIMTER ZONE PANEL 3-8d box(2'/2"x 0.113');or 0 EDGE NAILING 3-8d common(21/,"x 0.131');or ABW44Z(44 POST)OR ABW66Z 4'-O"PERIMTER ZONE PANEL 3-1 Od box(3"x 0.128');or (6X6 POST)ADJUSTABLE POST FIELD NAILING 3 staples, I"crown, 16 ga., 13/.11 long BASE W/(8)1 Od NAILS IN POST 4"O.C.NAIL SPACING 20 1 x 8 and wider sheathing to each bearing Wider than I"x 8" Face nail 4-8d box(2V,"x 0.113');or ANCHORAGE INTO NEW CONC: 3-8d common(21,1,"x 0.131');or USE 1/2"DIA.x 7"(MIN EMBED) 3-1 Od box(3"x 0.128'�;or ANCHOR BOLT LOOKOUT BLOCK 4 staples,1"crown, 16 ga., 13/4 11 long I\C CONNECTO ANCHORAGE INTO EXISTG CONC: Floor DRILL&USE 1/2"DIA.x(4"MIN 4-8d box(21/,"x 0.113');or FEQ'DINTHIISA FE7 EMBED)EXPANSION BOLT(OR GABLE END TRUSS OR 21 Joist to sill,top plate or girder 3-8d common(21/ "x 0.131');or Too nail ENDWALL 3-10d box(3 x 0'128');or BOTTOM PLATE H8 CONNECTOR------- SIMILAR)FILL W EPDXY SECTION A-A 3-3"x 0.131 nails PROJECT TITLE 8d box(21/2"x 0.113') 4"o.c.too nail 22 Rim joist,hand joist or blocking to sill or top 8d common(21/,"x 0.13 1');or plate(roof applications also) 10d box(3"x 0.128');or 6"o.c.toe nail DONALDSON RESIDENCE FC-71 WINDOW & DOOR OPENINGS FC-8 POST & BEAM RAKE OVERHANG OUTLOOKER 3"x 0.131"nails 3-8d box(21/,"x 0.113');or 23 1"x 6"subfloor or less to eaclijoist 2-8d common(2'/,"x 0.13 l');or Face nail 3-1 Od box(3"x 0.128');or PROJECT ADDRESS 2 staples,1"crown, 16 ga., 13/,"long RAFTER HANGERS (continued) 710 EAST RD 2x6 RR:LSU26(6)10d NAILS @LEDGER/HDR&(5)10d x 1Y2"@RAFTER WALL CONSTRUCTION CUTCHOGUE, NY 11935 2x8 RR:LSU28(10)10d NAILS @LEDGER/HDR&(5)10d x%"@RAFTER HURRICANE TIE SECURED M(5) TABLE R602.3(1)-continued 2x10 RR:LSU210(10)10d NAILS @LEDGER/HDR&(7)10d x 1Y2"@RAFTER 1 0dx1 1/2"NAILS TO STUD &(5) FASTENING SCHEDULE 8d TO PLATES BLOCKING @4'-0'o.c.-T a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum PROJECT PHASE average bending yield strengths as shown:80 ksi for shank diameter ofO.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but RAFTER LEDGER BLOCKING not larger than 0.177 inch,and 100 ksi for shank diameters ofO.142 inch or less. JOIST SHALL BE LOCATED DIRECTLY b. Staples are 16 gage wire and have a minimum'/,6-inch on diameter crown width. CONSTRUCTION (CD) RAFTER JOIST HANGER OVER STUB,UNLESS TOP PLATE IS c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. F DESIGN TO CARRY THE LOAD A A d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied veirtiralty. GABLE END TRUSS OR e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). ENDWALL f. Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof aheaUning to gable end wall framing shall be spaced 6 INCEPTION DATE I SSU E DATE inches on center.Where the ultimate design wind speed is greater than 130 mph,nails for affac ing panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. BLOCKING g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheattring shall conform to ASTM C208. 12.01 .2024 04.10.2026 -FRZAMED WALL h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. F_ JOISTS Spacing of fasteners on roof sheathing panel edges applies to panel edges supported.by framing members and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. SHEET TITLE i. Where a rafter is fastened to an adjacent parallel ceiling joistin accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from CEILING WOR FLOOR JOIST the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. MAX.d* L CEILING JOIST HANGER STRUCTURE CEILING JOIST LEDGER H2 HURRICANE TIE SECURED W/ NAILING & CONNECTORS -FRAMED WALL (5)8d NAILED TO PLATES&(5)8d NAILED TO RAFTER SECTION A-A NOTE:USE(2)H8 WHEN STUD CEILING WOR FLOOR JOIST HANGERS &RAFTER DO NOT ALIGN NOTE:INSTALL BLOCKING AT ALL 1ST FLOOR 2x6 CJ/FJ:LUS26(4)10d NAILS @LEDGER/HDR&(4))10d @JOISTS FRAMING,2ND FLOOR FRAMING&ROOF RAFTER 2x8 CJ/FJ:LUS28(6)10d NAILS @LEDGER/HDR&(4)I10d @JOISTS FRAMING PARALLEL TO WALL 2x10 CJ/FJ:LUS210(8)10d NAILS @LEDGER/HDR&1(4)10d @JOISTS FC-1 0 1 RAFTER & CEILING JOIST HANGERO 11 CANTILEVER FLOOR JOIST & WALL FLOOR BRACING END WALL MU i` B D B D -3.0 -3.0 -3.0 -3.0 4. FG-8 L�c 8 1" 7.4" A cl . -oLz P.Conc Pier a}a� +a�° - -EXI_SG 2 2x8 RIM - ° 05 2 2x8 RIM _ 14"DP.CONC;.PIER.TOP OF PIER �� L) HDR SHALL BE 12'."MIN ABOVE GRADE. ^ 1 / BOTTOM OF PIER WUST BE PLACED 36" i ` ' �`�' JCG ARCHITECT of t I MIN BELOW GRADE:ATOP COMPACTED q FILL.NO FOOTING REQUIRED(TYP) I I 2x8 DECK JOISTS I I t J O H N C. G RAM L I C H, RA I I I I Y @16"OC Y -- ------- ----- I j I in 1wa. UIw Itww w W XI I ___ li �I� occ � a I EXIST'G EXIST'G 248 ROUTE 25A SUITE 3066 EXIST'G r�=- _-- N o c� �, M M w o 2x8 FJ 2x8 FJ N I 2xs cJ �a �� 0 - x @1s"oc C EAST SETAUKET, NY 11773 @16 OC C C �r = I aQoS I aQoS of @16"OC N - C EXIST'G EXIST'GEL-3.0 2x8 RR I 2x8 RR -3.0 -3.0 fr= =_- / N --- X -3.0 @1s"oc @16"oc " ' �� ' I -- JCGRAMLICH@GMAIL.COM LIB g ___- ===�1 X o I 1 i II OST° --- � � w 0Iw -�_}---� w .0 w LICENSE & SEAL I O o " - - c0 M � �' I 2x8 DECK JOISTS N U SOS°O it ICED bQ°5 aQ°5 aQ°5 @16°OC ��IED AqC N y �Iw to N / 3' - Kim Ica ====x- w� __ _ __ ,II �xl LEDGER _ .A _ 2 1 "x1 "LVL CONTINUS _ _ -_- - 77 - (2 1 'x7 "LVL HDR \ DO MOT SPLICE BEAM OVER POSTS STRUCTURALI / III 3i 9" I BRACKET- I I I (p > I 1 _ II IiI 03 51 Q' I 2x8 RR 16"OC 2x8 � _ '9 80 o � 2x8 RR 1 C I ( j• o w L YOV R I LAYOVER / RI GE i'I�t----- III FOF NEB o a a- Ua w o I III I 2x8 DECK I ao CO ;* w to I I JOISTS U c� co I I " I I � � N � / - J I 16"OC r� m N x / N - - -- - , , I I NYS STATE LAW N I ¢ QI - I¢ _ I I Io o I 0 (S1RUCTURAL (2)2x8 HDR nil I IA w I I I I UNAUTHORIZED ALTERATION OR ADDITION TO Ir I1 0 I o R w 'w BRACKET(EA (3)SIDES NIII wl I = ARCHITECTURAL PLANS OR SPECIFICATIONS I w ( SIDE) -�I BEARING A LICENSED ARCHITECT'S SEAL IS A NI x S2 1 "x11 "LVL RIDGE _ _ -� I - 5 IIII I J EXIST'G EXIST'G EXIST'G VIOLATION OF PART 69.5.E OF TITLE 8 OF THE N III I 2x8 FJ I I 2x8 FJ 2x8 FJ OFFICIAL COMPILATION,CODES RULES AND I � 14'-6^ � 14'-6^ t , I OFFIC A CO , TRUSS ON CENTER SPACING f- T USS ON CENTER SPACING = ii I I x @16"OC III @16"OC I I @16"OC REGULATIONS OF THE STATE OF NEW YORK. JI A q ; I v III III q III o m � m o -3.0 -3.0 I KEY PLAN - -3.0 I I/ I� 2x8 DECK I o JOISTS 1: I � I� I I ., .. � � / � � III @16 OC N N ( x I / 2x8RR A.16"0C I 2x8 RR 16"O C LJ\YOVER LAYOVER I I III I I I I I I (2)1J"x7kLVL HDR EXIST' EXIST' II BRACKET - - w1 I 2x8 LEDGER U I-_ vl I o � p U I�lao o �IIII oXo � 2 ". IIN N W- mt I N c; N L-__- ----- --=___ _ _ - __-- - - --- ---� (2)2x8RIM----- oo- li W(2MRIM 0 �AIlk, I I Iofrx -IN 6'-10" B D B D -3.0 4 0 4 0 -3.0 1ST FLR FRAMING PLAN BASEMENT FRAMING PLAN SCALE : 1/4" = 1' - 0" SCALE : 1/4" = 1' - 0" N PROJECT TITLE DONALDSON RESIDENCE STEEL COLUMNS FRAMING NOTES ANCHOR BOLTS ENGINEERED DESIGN ASCE 7-16 PROJECT ADDRESS •ALL PIPE COLUMNS SIZES&MINIMUM BEARING CAPACITY RATTING PROVIDE 1/2"DIA ANCHOR BOLTS,7"MIN EMBED @6'-0"OC.MINIMUM& WHERE STRUCTURAL CONDITIONS EXIST OUTSIDE OF THE 710 EAST RD SHALL BE AS NOTED 1. ALL DEL HT EXTERIOR WALLS SHALL BE 2x6 FRAMING. UNLESS NOT MORE THAN 12"FROM ENDS&INTERSECTIONS OF PLATES. PARAMETERS OF THE PRESCRIPTIVE METHODS OF THE NYS •ALL STRUCTURAL STEEL PIPE AND STRUCTURAL TUBING SHALL NOTED OTHERVISE. PROVIDE(2)A.B.'S MIN. PER WALL PROVIDE A NUT&WASHER BUILDING CODE,THE ARCHITECT HAS IMPLEMENTED A SPECIFIC CUTCHOGUE, NY 11935 CONFORM TO THE REQUIREMENTS OF ASST.A500 GRADE B(Fjy=46 2 ALL INTERIOR WALLS SHALL BE 2x4 FRAMING UNLESS NOTED TIGHTENED ON TO EACH PLATE.(IBC 2308.3.1) ENGINEERED DESIGN CONDITION IN ACCORDANCE WITH ASCE 7-116 SKI) API OTHERWISE. PROJECT PHASE •DO NOT USE ADJUSTABLE COLUMNS •DO NOT USE 3"DIA COLUMNS ® ' ' TUBE COLUMN PIPE COILUMN 3. ALL WETWALLS SHALL BE 2x6 FRAMING UNLESS NOTED LOAD PATH OTHERWISE. FOOTING & SOIL CONDITIONS CONSTRUCTION (CD) WOOD POSTS 4. POSTS,AS SPECIFIED,SHALL BE PROVIDED UNDER ALL ALL NEW FOOTINGS,PIERS, ETC.MUST BEAR ATOP"VIRGIN SOIL"OR THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE"LOAD LUMBER BEAMS, ENGINEERED BEAMS&HEADERS. COMPACTED FILL-RESULTING IN REQ'D BEARING LOAD-SEE PATH".ALL POST LOADS, BEAM POSTS, ETC.SHALL BE RESOLVED)& CARRIED DOWN TO THE FOUNDATION SYSTEM.REPORT ALL INCEPTION DATE ISSUE DATE •ALL POSTS ARE 4x4 MINIMUM BUILT-UP(SEE DETAILS FOR BUILLTUP GENERAL NOTES&LOAD CHARTS. IT IS RECOMMENDED A SOIL 5. PROVIDE HEADERS AT ALL WINDOW&DOOR OPENINGS. POSTS)IN 2x4 WALLS&6x6 IN 2x6 WALLS. UNLESS NOTED HEADERS SHALL BE BEAR ATOP(2)JACKS MINIMUM ON EACH BORING BE TAKEN TO DETERMINE SOIL CONDITIONS PRIOR TO DISCREPANCIES TO THE ARCHITECT. 2.01 .20�4 04.24,202C V OTHERWISE. SIDE. COMMENCING FOUNDATION WORK. •ALL POSTS MUST BE FULL WIDTH EQUAL TO THE WIDTH OF THIE BEAM IT IS SUPPORTING. 6. ALL HEADERS WHICH ARE LOCATED IN EXTERIOR WALLS ® SHALL BE HELD TO THE EXTERIOR FACE OF STUDS. SHEET TITLE WOOD POSIT 7, PROVIDE FIRE BLOCKING IN ALL WALLS AS REQUIRED BY CODE• DOWEL NOTES STRUCTURAL FRAMING 8. PROVIDE DRAFT STOPPING IN ALL FLOORS&CEILINGS AS PLANS REQUIRE BY CODE. 1. FASTEN NEW P.CONC FOUNDATION WALL&FOOTINGS TO EXIST'G NAILING & FRAMING CONNECTORS WALL&FOOTING USING REBAR DOWELS. 9. THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING THE 2. DOWELS SHALL BE INSTALLED FOOTING TO FOOTING WITH A "LOAD PATH".ALL POST LOADS, BEAM POSTS,ETC.SHALL BE MINIMUM OF(2)#4 REBARS ALONG THE CENTER OF THE FOOTING CONTRACTORS MUST REFER TO THE NAILING SCHEDULES&METAL RESOLVED&CARRIED DOWN TO THE FOUNDATION SYSTEM. FACES. FRAMING CONNECTOR DETAILS LOCATED ON SHEET S-0.2 FOR REPORT ALL DISCREPANCIES TO THE ARCHITECT. 3. DOWELS SHALL BE INSTALLED CENTERED IN THE WIDTH OF THE PROJECT REQUIREMENTS.SECTIONS GENERALLY MAKE FOUNDATION WALL @12"OC VERTICALLY. "CALL-OUTS"FOR REQUIRED DETAILS BUT THESE CALL OUTS ARE 10. REFER TO THE APPROPRIATE TABLES&DETAILS WITHIN THIS 4. DOWELS SHALL BE DRILLED INTO THE EXISTG FOOTING&WALL 4" NOT ALL INCLUSIVE.CONTRACTOR MUST DETERMINE ALL DRAWING SET FOR NAILING, FRAMING CONNECTORS, ETC. MIN.&SET IN EPDXY. DOWELS SHALL EXTEND INTO THE NEW WALL LOCATIONS. REPORT ANY DISCREPANCIES&/OR NOTIFY ARCHITECT &FOOTING 12"MIN. VVITH ANY ISSUES OR QUESTIONS