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HomeMy WebLinkAbout48463-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY G � BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48463 Date: 11/7/2022 Permission is hereby granted to.- Selden o:Selden Jr, Albert c/o Christian Rasmussen � ..........m.�............................... . �����mm_........�..�_.. _ ......... ._. _._._ �._.�... .........._. _._.._. 1250 Albo Dr ............................................................................................................................................................................................................................................. __........ aw_ aw........._................................_ ........ _w_............._.................................................................................................................................................................................................................... _ Laurel, NY 11948 To: Construct a single family dwelling as applied for per DEC, Trustees and SCHD approvals. At premises located at: 200 Beebe Dr., Cutch�uew_® ®_ SCTM #473889 Sec/Block/Lot# 97.-7-1 Pursuant to application dated 9/8/2022 and approved by the Building Inspector, To expire on 5/8/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,563.60 CO-NEW DWELLING $50.00 Total: $2,613.60 Building Inspector qPIN,�Z� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sot,i�tl�oldtownnv.Qov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 'R� �.�.:� �r '" er PERMIT NO. Building Inspector._— S p �i W W LAA I l D_ N[ O n)Er r�K Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:08/29/2022 OWNER(S)OF PROPERTY: Name:Sangrock Lee SCTM# 1000-97-07-01 Project Address 200 Beebe Dr Cutchogue NY Phone#:631-807-7707 Email:sangnyus@gmaiI.com Mailing Address:200 Beebe Dr Cutchogue NY CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email. DESCRIPTION OF PROPOSED CONSTRUCTION AnNew Structure L'JAddition []AlterationLJRepai Li'DernolitioII maxima e I lost of Project: : le ......,,,,. ...... .. Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property: (7amlly �� Intended use of property: ISNLL fZ1rni1q S Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes Colo IF YES, PROVIDE A COPY. heck Box After Reading: The owner/contractor/desl n professional is responsible for all drainage and storm water Issues ,, g; g p p g as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY IVIADE 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, 4 additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with alt 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 210AS of the New York State Penal Law. Application Submitted By(print name). �� w 11 �� � � Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) S: yy COUNTY OF S If ) 69 I Je SS being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this c� day of <:,�t 20 �' F Notary Public "" t"T +. Deborah Odow9li NOT Notary Public,State of New fork No.01OR6280392 PROPERTY OWNER AUTHORIZATION k — S� Qualified inSuffolk County � (Where the applicant is not the owner) ;;a CommissionExpha05/13/2 c residing at atinni< Le Sir( s � I tL rr A � 1�b do hereby authorize M A(att�;c&c_ to apply on my behalf to the Town of Sout Buildi g Department for approval as described herein. Owner's Signature ate Print er's Name 2 Generated by REScheck—Web Software '"'j C l ' Certificate � m���i��i �� Comp l ' Project Lee Fl2SideD[e Energy Code: 2018 UECC Location: Cmtchmgue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor 4rem� 3,287ft2 Glazing Area 28% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2onBeebe Drive AnthonyPortillo Anthony Portillo cvtchooue, New York, New York AMP Architecture AMP Architecture 11935 zOaooMain Road zuaooMain Road wattituch' mr1zgs2 Matdmck, NY 11952 631-603-9092 631-503-90e2 aportiUo@amparchitectznm apomUo@amparchitectzum comnuan�e� 11 Bett�ieiii, I hain Code waximumuk 632 vuuruk s61 q�).40 vou/sxsc: 0.w0 r^emo��,n,wo,"�n,�"couemue°,�neus n"wu�emm�noan�m��"u�wua�uu"c"u�,,=ue*nm/� /�oossmmpo=m��ne�ma�m�"��v"�°mmv�.e/au`�ma�m/�"�'come^on� s|ah-on-grade �raden�s are no |ongerconsidere� in �he UA o/pe�ormance comp|iance pa�h in msSchec� Ea�h s|ab-nn-gr�de assembly in Hhc specified c|imauazone must mee��he minimum ener0ycodc inyu|at|on 11:1,*u|uC' and dendh requircmenrs, Envelope Assembliles Ceiling: Flat Ceiling orScissor Truss 2.285 4e.0 oo 0.026 0o26 59 59 NORTHEAST Wall: Wood Frame, z§^ o.c. 1'047 25.0 oo 0o53 ooan 38 43 NORTHEAST Door: Glass Door(over 5oY6glazing) 43 0.300 0.320 B 14 sHsc: 0.40 NORTHEAST Window:Vinyl Frame 2e2 0.300 0320 e/ es SHG[: 0.40 NORTHWEST Wall: Wood Frame, 1o^ oz. soo 25.0 ou 0.053 nuno 15 z/ NORTHWEST Door: Solid Door(under sov6glazing) 144 oaoo 0.320 43 46 NORTHWEST Window: Vinyl Frame e3 osoo 0.320 zs 2/ sHoc: 0.40 SOUTHEAST Wall: Wood Frame, 1o^ vz. 1.134 25o ou 0.053 0.060 44 so SOUTHEAST Door: Glass Door(over so%glazing) 24 0.300 0320 7 a Sxsc: 0.40 SOUTHEAST Window: Vinyl Frame 272 0.300 wazo az m/ s*sc: 0.40 SOUTHWEST all: Wood Frame, 16^ o.c. sso 25.0 nu 0.053 0.060 19 22 Project Title: Lee Residence Report date: 09/0I/22 Datefiiename: Page lof 2 Jill,Ili SOUTHWEST door: Glass Door(over 50%glazing) 43 0.300 0.320 13 14 Sl 0.40 SOUTHWEST Window: Vinyl Frame 139 0.300 0.320 42 45 SHGC: 0.40 Floor:All-Wood Joist(Truss 2,285 30.0 0.0 0.033 0.047 75 107 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application,The proposed building has b ` ;'gried to meet the 2018 IECC requirements in RESheck Version : REScheck-Web and to comply with the mandatory requil en 1 1:5 list g in the REScheck AInspection Che klist. " r� .. p'� ... ^.gg . Name-Title Signatures Date qq4p A y�;M1� �� 'i4 tik� r✓"wb.iX 'rfhe. L , Project Title: Lee Residence Report date: 09/01/22 Data filename: Page 2 of 2 Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 0.40 Door 0.30 0.40 Heating System: Cooling System: Water Heater: Name: Date: Comments r I m�A BOARD OF SOUTHOLD TOWN TRUSTEES ' a SOUTHOLD,NEW YORK Td k 'n PERMIT NO. 10096 DATE: MARCH 16 2022 "Y ISSUED TO: ALBERT"'4.SD LD N JR. &CHRISTIAN RASMUSSEN PROPERTD Y AD RESS: 200 BEEBE DRTVE CIJTCIIOCIJE . . SCTM#: 1000-97-7-1 . AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in a. a accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 6_2022,and in � r consideration of application fee in the sum of$2.KA paid by Albert W. Selden, Jr. & Christian Rasmussen a and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: � „� fir• il Wetland Permit to construct a-Proposed 2 story dwelling w/crawl space and 2 car garage, ` (33' 3"x 66' 5") 2,415 sf; -Proposed covered patio and deck, 713 sf; -Proposed pool,(12x26) l 4,r 312 sf -Proposed bluestone coping around pool; -Proposed stone pool deck,- 1,193 sf; - 0 ` Proposed pool fence-166' 11" If; -Install new Innovative&Alternative Wastewater Treatment � system;-Proposed 4 dry wells—8"diameter,2' deep; -Proposed gravel driveway- 1,680 sf; ,. t establish and perpetually maintain a non-disturbance area seaward of the limits of clearing and �w ' grading;with a drywell for a sump pump in the basement; and as depicted on the revised site plan prepared by Anthony M. Portillo,RA,dated April 5,2022,and stamped approved on " April 11,2022. a. l IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seat to be affixed,and these presents to be subscribed by a majority of the said Board as of the 16th day of March,2022. .4 l I u. ,- Y"wun az a+ M. , v,a r� x.u.ti.utib m ryTP'd;,r nr`,zaraiu;. ,%the rin a'� w r, n6S0 d odu;,«IS '"kr,»F di Y'bu1 r 6A' M1ik'„nx.4 AIM, OrIvIi w ��.,y � �NEW YORK TATI°.i° D "'PAIR'T'KiirNT' (.')F ENVIRONFA ;N rA CONSERVATION Division of Environmental Permits,Region 1 51.1NY°p Stony Brook,50 Circle Rand,Stony Brook,NY 11790 P:(631) 4-03651 F:(631) 0360 April 8, 2022 Sangrok Lee 56-1525 th St Little Neck, NY 11362 Re: Permit#1-4738-04865/00001 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction form. Sincerely, Claire Werner Environmental Analyst II cc: AMP Architecture PLLC BMHP File v CORK Depw tent int at y „w .,,, , I°:rrtirlmr.tnCas�rrt:V cokn xr,va.tion. I G NEW°YORK STATE DEPARTMENT'OF ENVIRONI17lJNTAL CONSERVATION Facility DEC ID I-4738-048:65 PERMIT Underwwt-he Environmental Conservation Law EQJ Permittee and Facility.information Permit Issued To: Facility: SANGROK LEE LEE PROPERTY 56-15 25TH ST 200 BEEBE DR LITTLE NECK,NY 11362 CUTCI OGUE,NY 11935 Facility Application Contact: AMP ARCHITECTURE P.LLC c 1075 FRANKLINVILLE RD LAUREL,N.Y 11948 Facility Location: in,SOUTHOLD in.SUF11 OLK COUNTY Facility,Principal Reference P6int: NYTM-E: NYTM-N: Latitude: Longitude: Project Locatioiit 200 Beebe Drive W-atercourse: Eugene's Creek Authorized Activity: Regrade and constructa single fbiIiily dwelling with garage, drive, second story deck, patio,pool, pool deck and fence.Install an Innovative/Alternative OnsiteWastewater Treatineiit System.(l'/A OWTS) which has received provisional:or General Use Approval.by the Suffolk County Department of Health Services,place fill as necessary to construct a functional.system,and conduct maintenance and repair tasks, including associated excavation and backfilling,for.the installed system such as the replacement of filter media or the repair/replacement of failed components:All authorized activities must be in strict coriformance with the attached plans stamped NYSDEC approved ori 4/812022. (CKW) Permit Authorizations m .._.... _... Tidal Wetlands -Under Article 25 Permit 11) 1473 8�04865/00.00.1 New. Permit Effective:D.ate:41/2022 Expiration Date:4/7/2027 d r r Page 1 of 7 , NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-473844855 a NYSDEC Approval By acceptance of this permit; the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regnlations; and all conditions included:as part of this permit. C Permit Adnainistra.tor: SHERRI L RICHER,Deputy Permit Administrator Address: NYSDEC Region:1 Headquarters c SUNY @ Stony Bro6kJ50 Circle Rd Stony' rook,NY 1179.0 3409 Authorized Signatua•e: Date_ d 1�,?10 ,- ...... ..... Distribution List AMP ARCHITECTURE,PLL.0 Bureau of Marine habitat Protection Wildlife CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS .... ............ NATURAL RESOURCE PERMIT CONDITIONS Apply to the Following Permits: TIDAL WETLANDS ...... ........ 1'. Post Permit Sign The permit sign enclosed with this,permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. . Notice of Commencement At least 48,hoursPrior to commencement of the project, the permittee and contractor shall,sign mid rettum the top portion of the enclosed notification form certif�ing Haat they are fully aware of and understand all terms aad conditions of this permit. Within 30.days of completion of project,the bottom portion of the form trustalso be signed and returned, along with photographs of the completed work.. Page 2 of 7 4. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738,04865 3. Conformance With Plans All activities authorized by this permit tnuA be in strict conformance with the approved plans submitted by theapplicant or applicant's 6gent as part of the pernift application. Su6h approved plans were prepared by Anthony M.Pbrtillm dated 3/7/2022 (3 sheets), stamped NYSPEC.approved on 4/8/*2`022 4. Tree Clearing Prohibition for Long-..eared Bats Due to the proximity of a know.n.northern long- eared bat summer occurrence, tree clearing is prohibited between March I and Noveniber 191, inclusive, of any calendar year. 5-' Concrete Leachate During construction,no Wet or fresh concrete or leachate shall be allowedlo escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or,other devices be allowed to enter:any wetland or waters. Only waerti watertight or watelproof forms.shall be used. Wet concrete shall not be pouted to displace water within.the f6rm's. 6. No Construction Debris in Wetland or. Adjacent Area Any debris.orexcess material frorii onstmetion of this.project shall be conipletely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. I. Materials Disposed at Upland Site Any demolition debris, excess construction materials,aild/or excess excavated materials shall beim unediatelyand completely disposed of in an.adthoriied_solid waste .Management facility. These materials shall.be suitably stabilized as not To.re-enter any water body, wetland or wetland adjacent area. S. No Disturbance to Vegetaipd Tidal Weftgn& Thereshatl be no disturbance'to vegetated tidal wetland's or protected buffer areas as a result of the permitted activities. 0. Storage of Equipment,Materials The storage.of construction equipment and materials shall be confined within the project work-area and/or-upland.areas greater than 75 linear.feet from the tidal wetland boundary, 1.0. Seeding Distur.4ed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses,etc.)iinmediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 liours or planting is impractical. .dde to the. season,then the area.shall be stabilized with straw of hay mulch or jute matting until weather conditions favor germination. 1.1. Clean Fill Only nly All fit] shall-consist of clean sand,gravel,or soil (not asphalt, stag flyash,broken Concrete or demolition debris). 12. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has. been.permitted.. Placement of fill shall not be used to after the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area a subje&t to Tidal Wetland Land Use restrictions of KYCM Pan 661. 13. StrAvv Bales or Other at Tidal Wetland A rove of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feetfrom the tidal wetland boundary, or as per the NYSDEC7approved.Plan prior to commencerherit of any regulated activities and remain in place and in good;functional condition until the project is completed and all disturbed areas are stabilized:with Ith vegetatiom Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRQN MENTAL CONSERVATION . Facility DEC ID 1-473$-.04865 'u Runoff Directed to Upland D rywells Roof runoff shall be:directed to drywells a minimum of 75 linear f6et landward of the tidal wetland boundary for irhmOiAte on.-site recharge. I's. NoDry-wells in or near Wetland Dry wells for pool filter backwagh shall be located'a minimum of 75 linear feet landward of the.tidal wetland bounda.ry. 16. NoPool Discharges toWetland There shall be no draining of swimming pool Water directly or indirectly into wetltfnd$ or protected bufferareas. 17. Driveway/Parking Area of Pervious Material DriVewAy and parking areas.shall be constructed of NYS EC-approved.pervious materials. is. Direct Runoff A- way.from Tidal Wetland and Buf&jr Roads, driveways, and parking ing areA5 shall. lie graded to direct runoff..away.from tidal wetlands and protected buffer areas. 1% Authorized lunoVative/Afternative Onsite Wastewater Treatment Systems(IIA O.WTS.) septic Systems "I"his pemlit,authorizes the installation of any models of I/A OWTS YS septic system which'have received the Approval of the Suffolk County Department of Health Services(SCD14S). If SCDFIS rescinds its approval of one or more Of these models during.the term of this permit, DEC will no longer Approve newinst.allations of that model. the figt of ILA OWTS systems which have received appro*val by SCDHS are found on the Suffi6lk County Website under the Reclaim Our Water_Hoineown.er section at: Overview of Provisionally Approved Technologies. 20. Maintenance of Installed Innovative/Alternative Obsite:Wastewater Treatment Systems (118 QWTS) The permittee must.maintain,service and repair the installed I/A OWTS in accordance With the maintenance schedule set forth in the 8-dffolk.County Department of FJ.ea.1th Services. (SCI)HS) permit issued for the.system. 21. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Departinent-approved language)to the deed for the property where the project.will be conducted and file it with the Clerk of Suffolk County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perp6tqity. A copy,of the covenanted-deed or other acceptable-proof of record,along with the number assigned to this permit,shall be submitted'within 90 days of the effective date of this permit to: NYSDEC-Region 1 Bureau of Marine Habitat Ptotection S.LJNY@.St.ony Brook 50 Circle Road Stony Brook,NY 11790-34.09 0-3409 Attn: Compliance 22. Contain FxposeO,,Stockpiled Soils All disturbed areas %,here soil will be temporarily exposed or stockpiled for longer than 48,hours shall be contained by-a continuous line of staked haybales/silt curtains(or other NYSDEC Approved,devices)placed.on the.seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved.methods. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Fad fityDECID 1-4738-04865 13. Maintain Erosion Controls All erosion control devices shall be maintained:in good and fuftetional condition until the project has been completed. and the area has been stabilized. 24. State Not Liable for-Damage The State oNew York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations und6rtaken by the State for the conservation or in provement of navigation,or for other purposes, and.no claim or right t6compensation shall accrue from any such-damage. 25. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure,or work, herein authorized, or if,in the opinion of the: Department of Environmental Conservation it shall cause unreasonable obstructioil to the ftee navigation of said waters or flood flows or endanger the health; safety or welfare of the people of the State, or cause loss or destruction of the natutal res6qrces of the.State, the owner may be ordered by the Department to remove or alter the structural work, obstructions,or hazards.caused.thy ereb *ithout expense to the-State, and if, upon the expiration or revocation of this permit,the structure,fill., excavation,or other modification of the watercourse, hereby authorized shall '�ed hall not be completed.,the owners, shall, without expense to the State,and to such extent and in such time and manner as the Department of Department Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore.to its formercondition the havigable and flood capacity ofthwatercourse. No claim shall be made against.the State of New York on account of any such removal or altetatibri. 26., State May Require Site Restoration If upon the expiration or revocation-of this permit;the project hereby authorized has not been completed,the applicant shall, without expense to the State acid to such extent and in such time and mai-mer as the Department of Environmental Conservation may lawfully require,remove emove all or any portion of the udcorhplet6.d.structure-or fill and restore the site to its .former condition. No claim shall be made against the State:of ew York"ori.account of any such removal or alteration. .27. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contArnihatioh of any wetland of waterway by suspended,solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints, concrete., leachate or any other enwifohrrichtally deleterious materials Associated with the project. L� GENERAL CONDITIONS - Apply to ALL Authorized Permits: .............. I. Facility Inspection by The Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours aftdinwrvals by an authorized representative of the Department . of Environmental Conservation(the Department)to determine whether the.permittee is complying with th this permit--:and the ECL.. Such representative may order the work suspended pursuant to ECL 717 0361 aU,, '2 4Q-ADA AnlfN The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department:. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04865 A copy of this pemift,including all referenced maps, drdWin. 9�aiidspecial conditions; inust.beavailable for inspection by the Department at all times at the project,site or facility. Failure to produce a copy.of the permit upon request by a Departftient rqpte8eritative,is a violation of this permit. 2. Relationship.of this Permit to Other Department Orders and DetetminAtion' s Unless expressly provided for by the Department, issuance of this permit does not:modify supersede or rescind any order .1 issuance.. this permit .. . not.modify;I . p or determination previously issued by the,Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The perrnittee.must submit a separate written application to the Department for permit renewal;modification or transfer of this pern.ait. Such application must include any forms.or SUDI)leniental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit re­newdl,modification or transfer are-to be submitted to: Regional Permit Administrator NYSDECR,egi'on I 14eadquarterg SUNY @ StOrly BrookJ50 Circle Rd Stony Brook,NY1.1 79.0-3409 4. Submission of Renewal Application The permittee must,submit a renewal application at least 3 0 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspens.i.ons and Revocations by the Department The Department reserves.-the right to exercise ail I available authority to modify,suspend or revoke this perr Ot. The grounds for modification,suspension or revocafion include: a. materially Use or inaccurate statements in the permit application or supporting,papers.; b. failure by the permittee to comply with anyterms or conditions of the permit; c. exceeding the scope:of the project as described in the permit Application; d. newly discover-eid material information ora material.change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e; noncompliance with previously issued p6thlit 'conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the:Department related ted to the permitted activity. 0. Permit Transfer Permits are txansferrAfe unless specifically prohibitpd by statute,regulation or ai A-1; atic— 4---—­transfer should be submittedpriorto-actual transfer of ownership. Page 6 of 7 NEW VORIC STATE DEPARTMENT QF ENVIRONMENTAL CONSERVATION. Facility DEC ID 1-4738-04.865 G NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ............... .....- _ I Item A:Permittee Accepts Legal Responsibility and Agrees to Indemnification on permittee;excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its Tel i sentatives, employees, and agents ("DEC")for all claims,suits., actions; and damages:,to the extent attributable to the permittee's.acts or omissions in Connection with the pehnittee's Undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to.DEC's own negligent or intentional acts or omissions, or to any clairris, suits,or actions naming the DEC and arising under Article.78 of`1heNtw York Civil Practice Laws And Rules or any citizen suit or civil rights provision under federal or state laws., Renu B:Permittee's Contractors.to Comply with Permit The permittee is responsible for informing its independent contractors,,employees, agents and assigns of their responsibility to comply with,this permit,including all,special conditionswhile acting,as the permittee's agent with respect to the:permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed:for the permittee. Item,C; Permittee Responsible.for Obtaining Other Required Permits The perrriittee is responsible for obtaining any other perinits,approvals, lands, easements and rightsm�of ,+ay that may be required to carry out the activities that are authorized bythis permit. Item D: No Right to Trespass or Interfere with Riparian Rights This.permit does not convey to the permittee any.right to trespass upon the lands or interfere with the riparian rights of others in order to perfdrm the permitted work.nor does .t authorize the.:impairment of any:rights, title, or interest in.real,or personal property held or vested in a person not a.party.to the permit. i s q� Y d Page 7 of'7 gI Cts 0 cu cl 0 co cuco 2-9 $ oE a z CD a > ._ U3 LU. v� .00 (DCL w CL CL co C oCD LL p sa. CO Ncd "�--� H C L 0 M o C N o � o U o � .,.r Cf) GR.- E. ' w 0 4" C cn: o L co } 00 � � UJ o 0 �-+ 0 LV 4-+ .�.. ::3o . CO --. co' -0 cz co 410 1 � 0-� CO �C- co CL - i }�c-- Q o v.OE Q N o L u a ci -7. --- -7- 1 .-ff 6 � SITE PLAN HATCH KEY: 11194Zcl.- VMA PROPOSED BUILDING PROPOSED 2ND STORY UnJ� PROPOSED POOL - W � • • / NON-DISTURBANCE SUFFER - _ Q c N \ j � OCOO \ j I O 0 O cyj FADE E� \ ! 0 04 PROJECT LOCATION & SCOPE >, :2v 1 \\ \ I ! DWELLING w/ - FROFOSED 5 BEDROOM 5.5 BATH SINSLE FAMILY SITE PLAN & ZONING DATA o O � \ \ I I PUBLIC WATER -c O +, Lo RESIDENGEPROPOSED ATTAGHED 2 GAR SARACE GENERAL NOTES-- - - nnall T- :2 O \ \ I I W \ ENERGY TABLE VACANT -, \ LOT \, DWELLING w/ I DWELLING w/ -, -�' ------ \ PUBLIC WATER I PUBLIC WATER _ STRUCTURAL DESIGN CHARTS DWELLING w/ PRIVATE WELL WATER -APP(NLOICWA_ENL_TLSS_WITHIN 150' OF j ^ HOE--D-O-WN-' ANCHOR BOLT,LINES) qFRQJE�TDA_A : -- - _ 0 STRAPPING, & NAILING DETAILS ° ° FASTENING SCHEDULE PROJECT / ZONING DATA - -- --- - - W - - - �.- FRAMING GRAPHICS 581 =, ��- �_�_ R D TAX MAP # 1000-Q7-07-OI O ----1 _-_ BEAM CONNECTION PATTERNS , U G ZONING-DISTRICT - - R-80 G --- - DWELLING w/ i o I �- _- �. - __ - oa�o 1; FIREBLOCKING DETAILS + PUBLIC, WATERIED - LOT AREA 10.5 ACRES ' i WATER t ELECTRIC,-Ly . \\ \ \. s4 -QQ QQ PARTIAL SITE PLAN , - -- -- \ \ - rn FEMA FLOOD ZONE(5) AF-6 8 X j 1- CONNECTIONS 1. � -- - O , � \ -- \• o� c:<,t•�, \ o� \, -" `� ,QQ PROPOSED FOUNDATION PLAN N i - t\t'\ \ \ "" PGK Q O 0) - WETLANDS DISTRICT #IOO�ib ISSUED 03/16/22 i � ' ` \ \ -O -\- R \\ O _#1-4738-04865/00001 2 \ \_ � ° I� DEc DISTRICT IssuED 04/08/22 _ _ - ; �- ®� ,®® PROPOSED FIRST FLOOR PLAN (� PENDING n \ b o \ ��\x \\\ \\ � \\\ --`o��� Q� 30 °50'20 W -_=SUFFOLK (R-21-2x26) - 4 BEDROOMS- - w ' `° \ \ \ \\ / oo„ g't b - COUNTY HD�APPROVAL�-- -- - I -- - (1 a �6� -- ------ - -- - 111 105.00 1 PROPOSED SECOND FLOOR PLAN I-j- ,�. �� \ �� �, � � \•\` "�s� / \� � \�6� 11 PROP. ONSITE WASTEWATER ' � , // >n ///' 67/ � � ?� I ---- ----- -- _ ---I 0 0/, HABITABLE SPACE EXISTING PROPOSED TREATMENT SYSTEM Q ry �.. i ,;- = o / �'0� - -- - ----- - - --- --- ---- - ____ -_- _ -_ _- - -- - II NOTES $ SFEG I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE, AND MASONRY A5BRE X I AT I O I `lS 0- 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 BETTER(Fb = 6-f5) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. GONTRAGTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT APPLIES TO THE Q IT 15 THE CONTRACTOR'S RE5PONSIBILITY TO KEEP THIS CON5TRJGTION DOCUMENT BINDED --- --- -- - - -_ TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, - ----_ - - -_-- -��- - - -- --- --- PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING _ __ _ _ OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I INSULATION j Q NEW WORK BEING PER AND SHALL COORDINATE THE SUB-GONTRAGTORS IN SUCH A BD. BOARD INSUL. ' MANNER TO ASSURE THAT THE GOt✓DITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO --- ---- -_ ---- - -. - - SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO NORK - - ---_-- 2. ALL LUMBER IN CRAWL SPACES TO BE IG,' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED ACCOUNT. BFE BASE FLOOD ELEVATION � INT. f INTERIOR I W 8 MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ____ _ _ _ -__ - _ ________ ---__ _ . __- I-_ _ _ -- --- - --- K- - --- ----- - GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. I�BUILDING - -- - �- - - �I KIPS (1000 LBS) - J p GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT --: -__ -_ .- - -_ _ - _ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 27x6", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. BM BEAM _-- [MANU. 5FEC 's MAN-- ,TURER'S SPEGIFIGATIONS APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS = __ __ _- __ ____ I - -- _ -- ---_ - -_Ji Q 4-j APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BLOW GRADE, UNLESS B.O. BOTTOM OF 1' N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4 AT FLUSH FRAMING USE IG, GAGE METAL JOISTS HANGERS BY "TECO" OR MAX. �I MAXIMUM 11 O OTHERWI5E NOTED _1 - _ ALL DIMENSIONS, CONDHALL BE NS, AND APPLICABLE INFORMATION OF EXISTING �_ -- __ �� - - --- - =L - __ - ll_-- ___ - - ----___ - _�I STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, BOT. BOTTOM �MEGH. MECHANICAL 07 (p PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. HALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. - -- -- ---- _ -______ c; .,I- T_ - AROUND ALL OPENINGS IN I -._.-- ______ _ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL I MIN. (MINIMUM = O FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS --1L-__ ____-- _- -.�`_ ---_ _ __ ___-___ _,-_ ____ --.- I , AND AUTHORITIES HAVING JURISDICTION. - -� ---- - =_-- TYF I OAl NAIL= I NO/STRAFE I NO REOU I REMENTS FOR --- -- -- -- - HOLDONN DETAIL=S - -- ----- ---- --- FASTENINO SCHEDULE A j Q Y `� I,�I ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.s;MANUFACTURER La U� FT/ SHEAR/ � LATERAL NIND RE✓G I �G JTANC/E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W "ALL STRAPPING TO BE V4"x 20 GAUGE** -- 'SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J � *U5E IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (50HEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) -- -- - - - Q +_+ FASTENER SPEC. FASTENER �C N HOLDOWN 'A' HOLDOWN 'B' CONNECTION A NA I I N� �R �_- DESCRIPTION - = AND QUANTITY_ _SPACING --- i p LO 0 FOUNDATIONS 7 ROOF GE I L I NO FRAM I NO `- 0 FOR NEW 4 EXIST. a Jry __,_ .---"' I.DIM's ARE ALL MIN.•'s BASED ON USE OF ONLY A Ibd � --- --- ---- ENDWALL COMMON NAIL w/o PREBORED HOLES. � - --- -- - - ---- ---- - -- ----_ � O _C Z ENDWALE ..-- RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE �^ 2 2.WOOD IS ASSUMED TO BE DF,#2 4 BTR. IN DRY USE ---- -- __ -_-_ - .v N HEIGHT SND HEIGHT STUD ONNEGTED TO R•R• 2' n SERVICE J� ONNEGTED TO \ 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST ( U CORNER STUD CONNECTION: r' TRANSFER SHEAR � I -- - TRANSFER SHEAR SIMPSON" HDQS �� 3 8 �N (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-003 EACH LAP O 0 HOEDOWN ANCHOR® �° . 2-I6d COMMON N FOR STRAP - d COMMON . . HOLES,sEr NEw MEMBER. - 0 -t-+ 2-Ibd COMMON NAILS ® EA. END OF STRAP. ' • .}r N -w ! ! • !, / ,• • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® b" O.G. d ON PLANS lo" O.G. IF BLOCKED ,� / ' ' • CEILING J015T LAPS OVER PARTITIONS (FACE-NAIL) 9-I6d COMMON EACH LAP C 0 O .. LOCATIONS NOTED NAILS ® b' O.G. d ' �" »�lll"` c O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH C.J G.TIES '2° 55.S4PH GEGBEOO6 FOR ANY REQ'T TO CLINCH THE NAILS(TO - -- - - Q r- L 0 CORNER P05T ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE r'W\ "51MPSON" HDQS USE 4 $d COMMON NAILS a , __ n ! __-- --- --_ HOEDOWN ANCHOR® 11---Il Vii- b.DIMEN51ON5 ARE DERIVED FROM THE NDS COMMENTARY BLOCKING To RAFTER (TOE-NAIL) ; EA. END OF STRAP FOR ROOF 2-Sd COMMON EACH END LOCATIONS NOTED '— - -/ �a �° SLOPES OF 5:12 AND GREATER. SERG4-1. 12.4-PLACEMENT OF NAILS # SPIKES d TABLE I RIM BOARD TO RAFTER (END-NAIL) I 2-I6d COMMON EACH END ON PLANS _ d CONNECTION BI 4 E32 AT RAFTER TO TOP PLATE TO STUD F WALL FRAM I NO ° — GONNEGTIO>`: r 1 HOEDOWN INSTALLATION OPTIONS: 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT FOR NEW P. GONG. FOUND.'s �„% FOR STRAP - 3 8 d COMMON NAILS ® � m HOLDOWN CAST IN PLACE w/ 7/8"O THREADED ROD �/ , EA. END OF STRAP: -- - -- -- - - -- - �- Q, L-L� WHEN IN -OWN OF I5LIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE ___ STUD TO STUD (FACE-NAIL) 2-I6d COMMON FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • s� 7/8"cD THREADED ROD (PRE-DRILLED) EMBEDDED 12' INTO NOS"' ; GEOMETRY EXCEEDS THAT PERMITTED IN -- --- - CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY B I I MAX. NAILING GRID ABOVE UTILIZE • • 24” O.G. • ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT SIMPSON # H2A (OR EQUAL) RAFTER TIE - - (HIGH 5TRENOTH ACRYLIC ADHESIVE) 3 B d COMMON NAILS HEADER TO HEADER (FACE-NAIL) - - - Ibd COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - -- --- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) BOTTOM PLATE TO FLOOR JOIST BAND JOIST FILL TOP 2 COURSES 50LIM b CAST IN PLACE HOLDOWN ' SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON i'i PER STUD w/'7/8"4) THREADED ROD CONNECTION FOR G.J. TO R.R. - Cl 16 d COMMON NAILS ------- �J REQUIREMENTS FOR FOR EA. PLATE TO STUD ABOVE OR BELOW _ 2-I6d COMMON '-' PER FOOT RAISED GJ.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) ---- - - APPLICABLE) - ---- - HOEDOWN 'G' }-}OLDONN 'D' _16_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAM I NO Q ° (n FOR NEW b EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION CI 02 JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMONi PER JOIST (� l FOUNDATION ® ONE STORY ONLY • --------- __, W (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON i) EACH END HEIGHT STUD CORNER STUD - -- \ � CTFD TO TRANSO FLOOR ASSEMBLY TRANSFER SHEAR ° AT STUD T IBLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON � EACH ENP G "SIMPSON" HDQS t (3) 2x FULL . ° - - -- --- - - --�2 TO STUD CONNECTION: BLOCKING TO SILL or HOLDOWN ANCHOR® 2-I6d COMMON HEIGHT SND • 5-165d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. d 1 TOP PLATE (TOE-NAIL) I ON PLANS I O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON C LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS ® EA. END JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 8 OR _ 2A-16d® "::o N - - `. BELOW - 2 16 d COMMON NAILS - - - LS I BAND J015T TO J015T (END-NAIL) 3-I6d COMMON PER JOIST 0 I I ( ATE BAND JOIST TO SILL or TOP P (TOE-NAIL) !' L O L) 2-I6d COMMON PER FOOT i o I I ROOF 5HEATHINO j STRUCTURAL PANELS: - ---- --- �- - -- - _- - INTERIOR ZONE �' Sd COMMON 6" EDGE / 12" FIELD I' "SIMPSON" sT 14RJ CONNECTION DI D2 SOLID PERIMETER EDGE ZONE 5 " ' BLOCKING Sd COMMON 6 EDGE / b' FIELD HOEDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ i ad COMMON 4" O.G. j UP TO 9 RAKE OVERHANG FOR NEW P. GONG. FOUND.-s HOEDOWN CAST IN PLACE w/"1/8"0 THREADED ROD ' --- ------ - - ---- -_I --- - - AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s \�-_- �� ' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: 172 - - - - - - --- - - I ---- - - GYPSUM WALLBOARD -- - r � - Sd GOOEERS I -i" EDGE / 10" FIELD FR MIN. � ! I' I X I i CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY � ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT _ __--- (HIGFf STRENGTH ACRYLIC ADHESIVE) I CORNER FOR STRAP 3 8 d COMMON NAILS ® EA. � ''-- - ---- -- - _- - -_- ---- �_--- _-=_ --=-=-=1 i I SPE FILED ON I ° ° ! WALL SHEATH I NO END OF STRAP (WRAP STRAP UNDER SILL PL) FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN H/7/b"41 THREADED ROD • _�6_ d COMMON NAILS STRUCTURAL PANELS FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - -- --- -2 - I Sd COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS -T" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR • ILe 0 w/(E z o EQUAL) ® PLATFORM TO SILL PLATES 8d NAILS o EA.END �- -- ----- - --__ -- - -- _._ __ - _ -- -' __-__ w NA I L I NO/STRAFF I NO @ lel I NDON/DOOR HEADER STANDARD/ALTERNATE OF EA.STRAP TO EA.,1015T-(FOR FLOOR SHEATH I NO (SUBFLOOR)ALTo ! NOTATION: SIMPSON 14 A) 51MP50N H2.5A) - -- _.- --- - A - NUMBER OF Sd NAILS® EA. END OF STRAPPING(2015 WFGM,TABLE 3.'1,P. 189) CONNECTION E STRUCTURAL PANELS: - -- ' -- ---- -- J % B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235,P. 29U I" or LESS: 8d COMMON 6" EDGE / 12" FIELD It G - NUMBER OF FULL HEIGHT KING STUDS® EA. 51ME OF HEADER(2018 WFGM,TABLE 3.230,P. 292; • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD - -- - — -- {�' ALTERNATE AS PER TABLE 3.23D,P. 293) � - -- - - - ' - NAILING REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL IEDGE. C1 - r-- D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. 51 DE • ILL(2018 WFGM,TABLE 5.1,P. 189) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING I5 !REDUCED E - NUMBER OF JACK STUDS® EA. END OF HEADER(2018 WFGM,TABLE 322F,P.:2955 PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HII6HER F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUIBLED, OR G (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 19U a ° ° Q a Q SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. 2 - ° ° °a WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBPROJECT: OF FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED To I-16D NAIL PER FOOT. E a ° s - FOR ROOF 5HEATHIN5 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK,THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE EEE � FASTENING 5GHEDULE B ° a �° USED. a ° d a F ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOW/DOOR OPENINGS ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - RESIDENCE (IN ACCORDANCE W 2 WITH WOOD FRAME CONSTRUCTION MANUAL 01b EDITION) ° ° _2_ _16 d_ COMMON NAILS NOTATION i - -- �1 - -- - -- i ROUGH A B G D E F GFl _OPNG ----- - 1- - _ 200 BEEBE DR 2 1 I I 1 I CUTCHOGUE, NY 11935 4'-0" 1 4 12 1 2 - 2 2 - OABLE ENDWALL --- - -! --- SEL_ I G I NO OF TOF FLsAT _ BRAG I NO/STRAPP I NO DRAWING_TITLE: (B) - REQUIRE5 SILL PLATES OF 2'x6 (MIN.) -------- --- - -- ------ : - sPPGe - -- - -- - ------ FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE -- !; -- ----- ---- BLOCKING 2 LESS PROVIDE , , PROVIDE 2 2"x10" HDR MIN. U.O.N. i 7 2 5 4 4 4 TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BING 0 12"O.G. STRAPPING & NAILING DETAILS LENGTH 4'-0" O.G. \ To= IVE RAKE O.H. - -- -- - -- - FOR WIND - EXPOSURES B#G - POR WIND - EXPOSURES B40 - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE - BUILDINGMINIMUM 5PLICBUILDING MINIMUM SPLICE'�'` DIMENSION (FT) LENGTH (FT) DIMENSION (FT.) LENGTH (FT) -- - - - - - I' ---- - - - - -- - ----- -1- ---- - -- TYP.STRAP w/(3)5d NAILS EA.END PAGE: ------ —fir I2--0" 3'-O" OF EA. STRAP 16'-O" 4'-O" ATTIC U-0 ANCHOR BOLT SFEG I F I GAT I ONS 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" �- 24'-O" -- 4'-0"/5'-0" --- 24 O - TBLOcKIN(5 2 BAYS - - „ BACK® 4'-O" O.G. CORNER _ 6-o DATE: 08/09/22 3 OF 19 b"-12" SPECIFICATION (2018 WFGM TABLES 3.2A 3 3.28, P. 1ST-160) �i ,_ „ CONDITION s9" FOR ALL STRUCTURES: ---' _ -- - - -- 5/,5"0 ANCHOR BOLTS ® 5cr O.G. 28-O 5-O/b-3" :251-011 -T-O J 321-0" iv SECOND FLOOR f 36-0" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE CED IN ORDER TO 40'-0" �j'-0"/IQ'-Q" 40' LENGTH5,THE NAIL SPACING SHALL BE REDUCED — II'_Q" , r I. MIN. -Iu EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKINO I SV BACK® 4'2 BOYG. i',:y. �, 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-01, 10-O' END w/ 3 SQUARE WASHERS AND END NUT SETUP -- - _ 1 h M1," +`, 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL _ - - - - 01-01. ---li - TYP. STRAP w/(3) - R CONDITION IN EXPOSURE B 13 O YY TOP TWO COURSES SOLID - -- Sd NAILS EA. END s;, ,, : t, n :: 5.TABULATED SPLICE LENGTHS ARE BASED ON,5 FOOT WALL b0 O 121-011/151-01, 601-01. Ib O OF EA. STRAP a i 9HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT --_---------____-- __ �n Ja,,.,^siy'�". '✓ � e 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERA!_LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR �r Q� OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70'-O" 14'-O" I 70'-O" la'-O" - "�' ,3%4�„ PLAN DIAGRAM OF ZONES �' NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): :: O� N 80-O 16-O 80'-0" 22'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) 9'WALL- I.I25 (SEE DIAGRAM TO LEFT) IO'WALL-- 1.25 --- - --- BLOCKING 2 BAYS II'WALL- 1.375 THIS COLUMN w/MULTIPLIER BACK m 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- Is FOR Io'-o"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP ORDERS, 5 OR MORE SUPPORTSFOR (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A F IR E B L � L A V Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) p CONNECTION a 114 OF b !AWHEN GIRDERS MADE UP OF JOISTS NAILED w DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER W BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE 5UFPORT5, JOINTS ARE TO BE —� �— NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"D.G. MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER Q THE SPAN LENGTH FROM AN INTERMEDIATE �%�� TUDS (3)ROWS IOd NAILS a 12"O.G. , N SUPPORT. NO TWO ADJOINING JOISTS NOR MORE SUBFLOOR - P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE C STUD B _ LO O I (2)ROWS I/2" m BOLTS o 12'O.G.STAGGERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 5UBFLOOR G DBL a ENDS TWO-PIECE � (0 —-- -- =— O "� O SOLE PLATE �'(2)ROWS 1/2" 0 BOLTS a Ib'O.G. BUILT UP GIRDER Q MAX.32' SOLE PLATE I - - -- - - SIDE W THEIO IRDERLS TWO NEAR EACH ARE TO BE LED FROM OM ONE I E (2)ROWS 1/2"a'BOLTS a 24 O.C. -- 1 I, _ _____ I - - ,. ____, BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE I �%f O C_ Z (2)ROw5 3-3/8'TRUSSLOGK SCREWS a I2"oc.% a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL % \ "la N F SCREWED ON(U SIDE OF MEMBER _- J LINE;OR GIRDERS ARE TO BE NAILED FROM EACH V (SCREWED ON(�"SID �F-MEMBER OG W5 a Ib"O.C. JOIST OTHERS STAGGERED w/ A DISTANCTNO NEAR EACH END E OF 32" I w C F EACH _ 6 //Il% (2)ROWS 3-3/8'TRussLOGK SCREWS a 24•o.G. 1 BETWEEN NAILS IN A HORIZONTAL LINE. �� -_�_ O 0LO J015T H��SGREWED ON(U SIDE OF MEMBER P -� -i-+ --- T E-PIECE HRE MAXIMUM OFFSET -1L51-Rows O TBOTH SID SCREWS a 12«O.C. J MAX.32„ NAILS ON EA. SID w/ TTWO EAR EA.ER5 ARE TO BE 1LED Pq/ND OF EA d % ii;, - I C O 0 LLQ � p JOIST DEPTH,d J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER P �% �.� MATCHED 512E OF BLOCKING (2)ROWS 5 TRUSSLOGK SCREWS O Ib D.G. i \� � � \ I-�I I� r FIRESTOPPING AND K PIECE, INCLUDING INTCRMIDIATE JOINTS, AND w/ THE 4 % `y\ ` UNDER NON-LOAD BEARIN SCREWED ON BOTH SIDE OF MEMBER 3 PARTITIONS 0 52" O.G. BLOCKING STUD (2)ROWS 5'TRUc{LOGK SCREWS o 24 o.c. BET'wEEN I/b OTHERS STAGGERED w/ A DISTANCE OF NOT MORE - % �SGREWED ON BOTH SIDE of MEMBER a v4 of A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. ` DOUBLE PLATE - -- - - P FOUR-PIECE CIDERS ARE TO BE A55EMLED AS CEILING BRACING f I GANTI LE�/ERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED CABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 8"OR SMALLER P a CONNECTION PATTERN 'WHEN 1O"OR LARGER FOR THE THREE-PIECE GIRDER. 'B STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDE5 OF MEMBER- FOUR-PIECE ANCHORING: 2 OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO SUBFLooR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR BAND LATERAL BRACE a V O.G. ms`s BOLTED TO STEEL COLUMNS. JOIST , 2) IDd NAILS TRUSS OR PLATFORM FRAME CONSTRUCTION e _ 10)ad -LOCATIONS REQUIRUNG FIRE5TOPPING- NAILS FIRE- P4000 OOD FIRESTOPPIN6 FIRE5TOPPIN6 -- STOPPING STOPPING FIRE- FIRE- 5OLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING V MULTIPLE-PIECE MEMBERS • 2x4 S!BLOCK NAILED TO EA.BRACE 2�NAILED��16a ----�Rows�s'. BOizows D � �I I I _ _ JOIST 2 ICAL BLOCKING w/(4) IOd NAILS GOMMON� COMMON �BOLTs a 24 BOLTS - 2�oLrs� e 12"O.G• e 12.OG.' O.G.srASEL�' a 12'O.G. a 6"O.G. COVERING APPLIED \' STUD 20 ga.STRAP I --- _ --- FI To TUNDER51� ( GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 V J DOUBLE PLATE •5d COOLER NAILS a lo"O.G. (10)ad NAIL BEAM 5ELEGTION w/ 57D. NAILING ° ° JOIST SHALL BE LOCATED DIRECTLY NOTE. ENOWAI L STU As NOTED IN NOTES -1 $ 8 ° ° ° ° ° ° 5 NONGOMBU�TIBLE ALTERNATE LLLJJJ_ DENOTES ALT.FOR USE OF DRYWALL SCREWS �� FIRESTOPPING L0OICATION VER STUDS,UNLESS TOP PLATE 15 4" o EDGE/12"a FIELD FULLY BLOCKED 1.TOP AND BOTTOM Rows SHOULD BE 2"FROM EDGLS WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SGREW5#6- tl'4"TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b'O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THIC40C55 OF THE MEMBER USE WASHERS IMD1 R HEAD AND NUT n 0 n n OVERLAID ROOF s.STAGGER EACH ROW OF FASTENERS BY 12'. n © @ C) O 2'SPACE NOT ATTACHMENT (9 \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EAChl SIDE. TO BE FILLED 0 NONCOMBUSTIBLE FIRESTOPPIN6 SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO 5.FOUR-PIECE MEMBERS FIRESTOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER �1 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"OZ.OR TRIPLED FOR 4'0.C,.NAIL SPACING. LOCATION 1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPING w/ !,2 ROWS OF Ibd COMMON NAILS(12'OG)FOR DEPT}15 12'OR LESS FIRESTOPPINe 11 ,rill 4 ad NAILS LOCATION 5 LOCATION 9 a EA.END a R.R. 8.B ROWS OF Ibd COMMON NAILS 02'0.C)FOR DEPTHS OF 14',16'a 16". FULL WIDTH LOCATION 10 2"X I BLOGKI W i I TOP PLATE DRILL2"m INTO ROOF DECK FOR 5TR:APPIN6 IN57L. I NTERSEGT I ON DETAIL I EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IDB i NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEw a EX. R.R.AS 5HOWN K I NC STUDS PLAN v1Ew I NOTE: SIMILAR a 'SHED' WOOD JOIST-- O WOOD 1.1015- ROOF,R.R. IN LINE GRI PPLE STUD JOIST HANGER HEADER N z GENERAL REOU I REMENTS FOR GENERAL REOU I REMENTS FOR - - - ~ —� W ; I INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER-O JACK STUDS W WOOD GIRDER J ---- - -- --£� OOD JOIST O MAIN MEMBER -- - -- - -- -- _ � I N i I Lu JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION 3 I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS IAM.X s APPROX. 30° w/THE MAIN MEMBER 3 STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS 5HONNG�00 THE NAIL FROM THE MEMBER END, VE THE MEMBER,STRAIGHT THROUGH AND BENT OVER L E E A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN To THE MAIN RESIDENCE MEMBER,FOR THI5 APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER—- 5. AFTER 3. To AVOID SPLITTING,No MORE THAN 2 TOE NAILS SHALL _ BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD D WALL STUD - WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE l BOTTOM PLATE ) IN EA. SIDE WHEN FASTENED TO A 2"xb` TOP PLATE. ' 200 BEEBE DR BATHTUB - SUB FLOOR- ---_ DOUBLE JOIST_- - - v DOUBLE JOISTTOP PLATE CUTCHOGUE, NY 11935 DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS .00 FIREBLOCKING DETAILS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION PAGE: _ lel I ND RESISTANT_ _ GON5TRUGT I ON GONNEC.,TOR5 _ CONNECTION LOCATION: % PART NUMBER: NOTES: U-0(0)"', al, moo RI DOE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 08/09/22 4 OF 19 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD PC -- -- -- - - _ ;r HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD Ery' j Tcl O CRIPPLE STUD TO HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN AVCHOR SSTB16 APPLY TO EACH SIDEWALL ENDS, IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE -���o,37ao�yp�- (USE W 1 TH 5" SQUARE WASHERS) N USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q EL=5.3' -- — — _-- __ -- — - C) W Ld WETLAND FLAGGING BY: J p —�' ENVIRONMENTAL CONS. 02/03/2020 SEPTEMBER 10,2021 P7 SHOWN THUS --+-' 04 Q LI � _ MGDONALD GEOSERVIGES C TEST HOLE DATA - U C� N If ROAD P013 1255 0 SOUTHOLD, NY, 111- 1 - rn co (631) 765-3677 - � O ---__ EXISTING SPOT ELEVATIONS PER EL=5.3 INDICATED SURVEY EL=1.4' 0 C Z DARK BROWN 0- OODI\u �' le C-j SHOWN THUS: O.5' - - SANDY LOAM U SMBRONN '�►� SILTY SAND 0 O ->11 � r— / Lo C p EL=2.7' / DWELLING AREA 2,300 5c�AFt CALCULATIONS s PALE BROWN PINE Q � O 2,415 Scj,. Ft. X 0.17=411 FT SW TO COARSE SAND (��/l 411/42.2=9.7 VERT. FT. OF 8' DIA POOL REO.'D PROVIDE (5) 8' DIA. X 2' DEEP POOLS LANDWARD LIMNS � . — / A j o / / / / / / �F WETLANDS AS ' i WATER IN PALE i SW BROWN PINE TO DETERMINED BY ,- U / i i/ COARSE SAND EN-CONSULTANTS ON' TEST \ p / / / r ��" / / / FEBRUARY 5, 20 20 / n , HOLE \ \ f' EL=-7.2' �\ <\O\\ \ \ / / / / // r 1 / / / / /r / / / / / r/ / / EL.=7.3' \ \ �� \ �/ / / / of / / / / / / / / / / / / -� 'P � \ � \\ � \\ \\+'�\ \\ / /\/ ,NEW ABSORPTION/ , // ,/ // ,/ // , / / / / / p 13.0' ' � • — / �J \ U� \�+ \ TRENCHES (ATL BY / / / / / / / / / / COMMENTS: GROUNDWATER \ / INFILTRATOR) / 1 / / / / / / / / r / / ENCOUNTERED 5.3 BELOW / i / / / / GRADE o, 2\ \ \ \ \\ � NEW 20"� POLYLOK , DIST. BOX / / , / LINE OF 2ND TORY OVERHANG\� / / '(ALL SEPTIC COMPONENTS To / / / / / / u " / / / 8 DIA. INLET 24 DIA. COVER / MAINTAIN 5'-0" MIN. SEPARATION) FUJIG EAS L=7.2' \O� \ GEN5 I/A OWE �� EL=6.2'/ 0 NEW PVG AIR LINE - / , , , / \ ( / (PER MANU. SPEC.'S) u / ( PROP.� NEW NEW FUJIMA AIR BLOWER NTALLEI�ON GONG. BASE @�t� P y c NEW F JIGLEAN ` P�� / \ ALf RM/CONTROL PANEL D.W. / BASEMENT D.W. / POOL EGRESS WELL EQUIPMENT / WINDOW --I / (PROP. / // / // r // // z HOLE DETAIL ( PROF. p /�` 1::)R),Oo' NELL E�)ETAIL // SCALE: 3/4" = I'-O" o / , / / / / �p / �- POOL / / / / �T \ D:W, PROPOSED RAISED PROJECT: ,PATIO d 2ND FLOOR DECK L E E BLUESTONE COPING RESIDENCE PROPOSED STONE V / / / , / / r / / / EL=5.0'i j -' / POOL DECKo 200 BEEBE DR X ;� CUTCHOGUE, NY 11935 DRAWING TITLE: --- - - -- - -- -- r PARTIAL SITE PLAN SITE PLAN HATCH KEY: �� PROPOSED BUILDING PROPOSED 2ND STORY �1��1 PROPOSED POOL r / / / / / / / i r / / / / / / r r PAGE: NON-DISTURBANCE BUFFER -0 0 5 e 0 uAoftkEL=5.q'zr ' DATE: 08/09/22 SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS / / / , / , ,\ / , / / /� / / / / / ,� , / 5 OF 19 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECT 5 BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED / / , / / , / / , / / / / / / , / / / % �'� D A C FROM A SURVEY DATED JUN. I, 2020 �� AND PREPARED BY: NATHAN TAFT CORWIN I I I 1586 MAIN ROAD JAME5PORT N.Y. IIQ47 TELEPHONE: (651) "727 2080 ✓ .> :- �] 0, yC7 of N�� FROFOSE� PARTIAL SITE FLAN SITE FLAN iCEY SCALE: i" = 150' SCALE: 1" = 15' GENERAL 5)""1�50L IGEN : _ NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED f -f HOOD FRAME (L.G. 5TL. � � t-� W EXISTING TO REMAIN WHEN APPLICABLE) � \ � J � { NEW WOOD FRAME (L.G. NEW FOUNDATION WALL M h- -i 5TL. WHEN APPLICABLE) ICE\I Q ++ V *E N NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS p O 0) ( WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. - -0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. O C_ Z WHEN APPLICABLE) °v N O O -- � FLOOR PLAN NOTES -c O '*' L0 DOOR NOTE: NEW PERMEABLE ROOF DECKING. SEE SECTION Q O � O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON NOTE PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PROVIDE 4" PLANS BY 'THERMATRU' (OR EQUAL). 10 NEW 4"x3" ALUM. DOWNSPOUT (TYP) GONG. SLAB FOR 3.DOOR TYPE TO SELECT I r A/G CONDENSER 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS L_-� I � O DEl 5. INSTALL AS PER MANU SPEC.'s II GUTTER HIGH POINT (TYP.) 6.PROVIDE (2) 2"x8" HDR.,U.O.N. 10" 10" -i. SEE PAGE 5-003 FOR ALL OTHER FRAMING - 13 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 12 NEW OUTDOOR A/C CONDENSER UNIT - MULTI ZONE: di `9 O WATER METER ELECTRICAL ETGER IGAL ° O I. CONDENSER SHALL BE GREE MODEL MULTI56HP230VIA0 m 15 AIR LINO TE: SIZED IN ACCORDANCE V41TH NY5 ODE m 1. ALL NEW STAT S SHALL HAVE MAX. -1-3/4" RI 8 MIN. 3.INSTALPROVIDCONDENSER BRANCH AND COOLANTLINESOAS IO 2 2.INSTALL CONDENSER ON GONG. PAD 22'-4" i M 10 Tr RISES SHALL BE CLOSED RECOMMENDED BY MANUFACTURER. W 2. 42' HIGH GUARDRAIL d SPINDLE SPACING NOT TO 4.PROVIDE CLEARANCES AS PER MANU. ' � • •• •. a• �� - I�� I ALLOW PASSAGE OF A 4" (P SPHERE;36" HIGH HANDRAIL d SPINDLE SPACING NOT TO ALLOW 5. INSTALL ALL AS PER MANU. SPEC.s - --- - PASSAGE OF A 4" (P SPHERE J • - 3. ORIPPABLE RAIL AS PER CODE 13 WALL MOUNTED AIR HANDLER: E E (2) TANKLESS 4. RAILING TO BE WOOD ® INT. 8 METAL ® EXT. I. MOUNTED AIR HANDLES: 7 GREE MODEL 17 (2) T H W H E VIRO41HP230VI5H d 1 GREE MODEL VIRISHP230VIBH CLOSED P. GONG. STAIR: SIZED IN ACCORDANCE NYS ENERGY CODE ® I. TYP. 42" RAIL AS NOTED 2.GG TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL Q V 2.RAILING SHALL BE WROUGHT IRON OR OALV. 5TL. AS REOUIRED FOR MOUNTING AND INSTALLATION FASTENING SHALL BE AS PER RAIL MANU. PROVIDE EXTERIOR GRADE PAINT AS REOV OR POWDER 14 FIRE RATED DOOR: SUMP PUMP TO COATING Q 7'-I I" 3.SEE FOUND. PLAN d DETAIL 3X6 IHR. SELF-CLOSING DOOR. EXTERIOR DRY WELL Q tj SMOKE DETECTOR / GO DETECTOR NOTES: FREEZE PROOF HOSE BIB: _ OIS FASTENED w/MASONRY ANCHORS (PRECISE I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT LOCATION T.S.D. IN FIELD - CONSULT w/OWNER) © in Ib (1 l SMOKE/CARBON MONOXIDE COMBINATION DETECTOR W HARD WIRED TO EACH OTHER w/BATTERY BACKUP. CONCRETE APRON 2.INSTALL ALL AS PER MANU. SPEG.'s I6 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SMOOTHLY FROM SLAB EL. TO GRADE IN COMPLIANCE WITH LOCAL CODE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 m 3. GROSS SLOPE MEASURED PERPENDICULAR TO m =N MASONRY WINDOW NOTE: (TR% SLOPE) APRON SHALL BE NO STEEPER THAN 1:48 m p` PATIO ABOVE • 3 O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE r 5M/GO CASEMENT,DOUBLEHUNG,OR GLIDING (AS NOTED); INSTALL A5 PER MANU. SPEC.'S. FOR MEGH. AREA: OE SLAB SUBSTITUTIONS,5EE NOTE #q IN "GLASS WINDOWS I� O _O,-T -_O -_ UNELXCAVATED r AND DOORS" ON PAGE 0-002 IF CASEMENT I. PROVIDE (D. WALL-HUNG RHEEM RETEX-36 TANKLE55 -_----ELECTRIC D.W.H. cV WINDOWS - ALL GSMNT WNDWS SHALL HAVE - O O 2.INSTALL AS PER MANU. SPEG.'s STRAIGHT ARM HINGE WHEN „ 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 3.MAINTAIN 30 x30 CLEARANCE IN FRONT OF �15) R1 TILT WASH MECHANICAL UNITS AS PER NY5 MG 306.1q_5 14):Tr I UP 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. 4.5EE PAGE G-003 FOR FRAMING ELEMENTS AROUND EGRESS WINDOW WELL: I WINDOWS TYP. FOR U.O.N. IS ( ALL) O PROVIDE NEW EGRESS WINDOW WELL d COVER BY BACKFILL I "ROCKWELL;66 SERIES" bb"W.X44"D.X48"H. (WRT-664448) EGRESS NOTE: OR EQUIVALENT. INSTALL A5 PER MAN. SPECS. COMPACT O IN COMPLIANCE WITH NEW YORK STATE BUILDING EVERY 6'. CODE, SECTION R3I0.2.1;THE FOLLOWINO MEANS OF PROVIDE 3" FIREPLACE CHIMNEY AT ROOF: = GONG. SLAB W/ 16 EGRESS SHALL BE FOLLOWED: STONE FINISH Iq 1. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH - ;• •'° � •• NET CLEAR OPENINO........... 5.-1 S.F. ROOF PER NYS, GORE. A-301 T 2. CHIMNEY TO EXTEND 2' MIN. ABOVE ROOF d 10' MIN. _ - (1 I A-301 I NET CLEAR HEIGF•IT............... 24" MINIMUM O '• NET CLEAR WIDTH................. 20 MINIMUM FROM OTHER OBSTRUCTIONS. i " 3. SEE DETAIL 20 ON PAGE A-402.00 � PROVIDE NEW FIREPLACE UNIT. HOMEOWNER TO 18 O SELECT. CONNECT AS PER MANUFACTURER SPECS; HIGH EFFICIENCY LAMPS: -ao2 PROP. CELLAR - PROVIDE ALL NECESSARY VENTING THROUGH WALLS d NOT LF-55 THAN SIO% OF THE PERMANENTLY INSTALLED LIGHTING EGRESS WINDOW ROOF TO EXTERIOR. FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,AS PER 2020 NYS EGG R404.1 BACKFILL ONEW LAUNDRY CLOSET: = F O COMPACT EVERY 6 I. NEW WASH /DRY HOOK UP HOT WATER PIPING INSULATION: -j m PATIO ABOVE 6". PROVIDE 3" 2.COORDINATE LAUND. ROOM 3 DOOR DIM.'s MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE - -1 d GONG. SLAB W/ W/SIZE OF EQUIP. INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE = STONE FINISH 3.PROVIDE HOOK UPS AS REO'S PER MANU. FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 d R403.5: I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 4'-jy2" O II'-6" O 10" a1_6 f DRYER EXHAUST NOTE: FLUIDS>105°F OR <55°F (R403.4) _ N I. DUCT SHALL TERMINATE TO EXTERIOR 2. PIPING J" AND LARGER IN NOMINAL DIAMETER �, ~ 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 3. PIPING SERVING MORE THAN (1) DWELLING UNIT N w OPENINGS 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 3.DUCT SIZE AS PER MANU. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD g 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 6. PIPING LOCATED UNDER A FLOOR SLAB Q D 0 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN -1. BURIED PIPING n � � 6'-O" 8'-O" b'-O" CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 8. SUPPLY 8 RETURN PIPING IN RECIRCULATION SYSTEMS = - CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM OTHER THAN DEMAND RECIRCULATION SYSTEMS. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO -- EXCEED 5 FEET AND SHALL BE LISTED AND LABELED - cV IN ACCORDANCE WITH UL 2I58A. b.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID I6'-5" 19'-O" METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 20' RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER PROJECT: LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° L E E BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES � a D x RESIDENCE NOT INCLUDE THE TRAN51TION DUCT. f \ES I D E N C E NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL 18''5'" 20'-'1" I6' CIRCULATION THROUGH WINDOWS OR DOORS TO G, �I �IPLAN I �I OUTDOOR SPACES AS PER NYS MECH. CODE SECTION RO O✓ O U 1 `4 T I O I `4 J.. I `L 403.3.2.3; INSTALL AS PER MANU. SPECS 200 B E E B E DR 8O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 1,086 S.E. OROSS AREA SCALE: 1/4" = P-0" CUTCHOGUE, NY 11935 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING DETAILS. NEW FLOOR THROUGHOUT: **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER*'" DRAWING TITLE:----------. WINDOW CHART - -- -- -- - - -_---- _- - - - - - -- -- -- -- a i. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); PROPOSED FOUNDATION PLAN SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. 2. INTERIOR. FI 15HED FLOOR PER H.O. SELECTION - -- - - - - --- - - __ -= _- - --- - - - -- --- - - - --- =1:------ - ' I EGRESS � ROUGH-OPENING - - WINDOW DIMENSION WID1fH RE bR2o II TAG TYPE MODEL # OPENING TEMPERED HEI -- -- - _ -- WIDTH HEIGHT- OPEINREOD: 5?'SF WIDTH HEIGHT � ----- -' --- �- J PAGE: A (S�r TRANSOM CUSTOM B ('E) - I F 5-8 2-O - TRANSOM CUSTOM a im�o� CASEMENT - - OXI55IF , 1 - ---- �� �� - ---�- - 'I-- ,4'_0g�� -- -- Olw 0 -- - - -- - - - - -- --- -- - --- DATE: 08 09 22 D (2) PICTURE NPW4103I0 4-I I " E (3) --= - AWNING AR31 / / 6 OF 19 i. CASEMENT GXWI45 ---I 3-O ' JL 4'-5 2-II -�� 4'-4g" 13.25 S.F. I I � G (2) - PICTURE CUSTOM 21-0" b-011 - Q � 'C'� M L H (1) PICTURE CUSTOM 3'-b" _-- - -- "- _ 4'-0" CASEMENT GXI4 2 8 4-O� 2-�� � "•+< ':•` � J (b) I CASEMENT - CX15 2-8 �- 3-O� JI 2'_7 " 2'-II ft -j- L- K (1) AWNING AXW51 - 5'-0 3'-0 4'-IIg 2'-II - -- ---- 'n'�a� ``' y f37�© f L (1) I�! PICTURE CUSTOM I 6'-O" 5'-4" ll M (2) CASEMENT GW155 2-4� 5-5 :2'-4g" 5-4 Q.4 S.F. li N (20) CASEMENT I GXI4 2 8 4 0� 2-7 4- 1 I �'! 0 0ENERAL <E)" : CIL _ Im EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. ILA EXISTING TO REMAIN WHEN APPLICABLE) J v NEW WOOD FRAME (L.G. NEW FOUNDATION WALL G 1 5TL. WHEN APPLICABLE) w Q ++ \I � E N NEW I-HR FIRE RATED X MIN. (2) 2"x4" STRUCTURAL S L0 O ❑ POST FOR 4" WALLS -- � � WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O w � � � O POST FOR 6" WALLS), U.O.N. 471 O C Z NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) 0 U N pD O O � � FLOOR PLAN NOTESa ♦' N +' c O v .. DOOR NOTE: NEW PERMEABLE ROOF DECKING. SEE SECTION Q O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON qA NOTE (Q) PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). to NEW 4"x3" ALUM. DOWNSPOUT (T"rP) - - - -I 3.DOOR TYPE TO SELECT ❑ ❑ I I El \, 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS El 5. INSTALL AS PER MANU SPEC.'s II GUTTER HIGH POINT (TYP) p L- --- -1 L_ .__ J I- - b.PROVIDE (2) 2"x8" HDR.,U.O.N. I. SEE PAGE 0-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O NEW OUTDOOR A/C CONDENSER UNIT - MULTI ZONE: o r l a 12 I. CONDENSER SHALL BE GREE MODEL MULTI56HP230VIA0 -1 in STAIR 8 RAILING NOTE: SIZED IN ACCORDANCE WITH NY5 ENERGY CODE 3.PROVIDE BRANCH BOX AND COOLANT LINES A5 30'-0" b.-O..- 1. '-O" O I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" 81 d MIN. 2.INSTALL CONDENSER ON CONC. PAD 4,-V2„ �A/G GOND. 8'-q" 3'-O" GENT. 2. 42" HIGH GUARDRAIL $ SPINDLE 5PAGIN5 NOT TO ---- - - - - - --- - -- _I� 10" Tr - RISERS SHALL BE CLOSED RECOMMENDED BY MANUFACTURER. ALLOW PASSAGE OFA 4" SPHERE;36" HIGH 4.PROVIDE CLEARANCES AS PER MANU. HANDRAIL 6 SPINDLE SPACING NOT TO ALLOW 5. INSTALL ALL AS PER MANU. SPEG.s r \� PA55A6E OF A 4" (P SPHERE 3. GRIPPABLE RAIL AS PER CODE 13 WALL MOUNTED AIR HANDLER: -- - - N WN N P 4. RAILING TO BE WOOD ® INT. $ METAL ® EXT. 1. MOUNTED AIR HANDLERS: 7 GREE MODEL VIROd1HP250VIBH d I GREE MODEL VIR0HP230VIBH OL05ED P. GONG. STAIR: SIZED IN ACCORDANCE NY5 ENERGY CODE ( 8 ® I. TYP. 42" RAIL AS NOTED 2.GG TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL I d 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. A5 REQUIRED FOR MOUNTING AND INSTALLATION I - BAR - 7 r DRY SAUNA j FASTENING SHALL BE AS PER RAIL MANU. PROVIDE I67 S.F. i0 50 S.F. EXTERIOR GRADE PAINT AS 8EQ'D OR POWDER 14 FIRE RATED DOOR: - COATING 511 I HR. SELF-CLOSING DOOR. I 3.5EE FOUND. PLAN S DETAIL - --- _11 ATHROOM I I Q ° - FREEZE PROOF HOSE BIB: s.F. OSMOKE DETECTOR / GO DETECTOR NOTES: 15 FASTENED w/MASONRY ANCHORS (PRECISE N 3ID9 F i I p PROVIDE " THK. TYPE "X" n \ 3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) �; 5HEETROCK AT GARAGE tr W SMOKE /CARBON MONOXIDE COMBINATION DETECTOR - - \\�� WALLS AND CEILING CONCRETE APRON HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 0 I, 2.INSTALL ALL AS PER MANU. 5PEC.'s Ib I. PROVIDE CONCRETE APRON SLAB TO TRANSITION - �_ J L 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTORSMOOTHLY FROM SLAB EL. TO GRADE IN COMPLIANCE WITH LOCAL CODE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 m - 10? 108 3. GROSS SLOPE MEASURED PERPENDICULAR TO _- - 3 - DOWN I TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 o w o `E I,NIAL�NEWO INDOWS d DOORS SHALL BE ANDERSEN (295 SLOPE) � - r 13 1 14 (2) Rl ® t7.5" O (I) Tr ® ti0" 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE 5M/GO � � 103 2 GAR GARAGE ; CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); --� ®- - >_GK WINDOWS - INSTALL A5 PER MANU. 5PEG.'S. FOR a E__ _ 13 -- - m SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS 17 IIS PROVIDE2) WALL-HUNG RHEEM RETEX-36 TANKLF-55 r lob O � O N r AND DOORS" ON PAGE G-002 IF CASEMENT ELECTRIC D.W.H. 2 `'`-- � ' T.I 2 � I WS - ALL G5MNT WNDWS SHALL HAVE 5TRAI6HT ARM HINGE WHEN CLEARANCE IN FRONT OF 2.INSTALL AS PER MANU. SPEG.'s I 3.MAINTAIN 30"x30" 10 - A-40 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE -f I DOWN (17) Rf ® t7.5" I TILT KASH MECHANICAL UNITS AS PER NY5 MG 306.1 (15)'R ® I (13) Tr ® tlo" v 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND EGRESS WINDOW WELL: 102 =N� 3'-6" WINDOWS (TYP. FOR ALL) U.O.N. Ib PROVIDE NEW EGRESS WINDOW WELL d COVER BY - �. o g �- "ROCKWELL;66 SERIES" bb"H.X44"D.X48"H. (HRT-664448) ' EGRESS NOTE: OR EQUIVALENT. INSTALL AS PER MAN. SPECS. 2 cr IN COMPLIANCE WITH NEW YORK STATE BUILDING I LIVING ROOM L - q I 2 UP O CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF FIREPLACE CHIMNEY AT ROOF: 215 s.F. EGRESS SHALL BE FOLLOWED: =cV n - FOYER 14 Iq I. HOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH - I �` _ 144 S.F. I - NET CLEAR OPENINO........... 5.'1 S.F. ROOF PER NY5 GORE. A-301 O DOWN ' DOWN A-301 NET CLEAR HEIGHT............... 24" MINIMUM 2. CHIMNEY TO EXTEND 2' MIN. ABOVE ROOF d 10' MIN. ! N 1 105 (2) RI ® t'1.5 NET CLEAR HIDTH................ 3. SEE DETAIL 20 ON PAGE A-402.00 (5) P11Tr ® tlO" I to N • 3 4 6 20-2 4 G 104 (1) Tr ® t10" 20' MINIMUMFROM OTHER PROVIDE NEH FIREPLACE UNIT. HOMEOWNER TO IS SM/GO 101 -- O SELECT. CONNECT AS PER MANUFACTURER SPECS; HIGH EFFICIENCY LAMPS: -402 - PROVIDE ALL NECESSARY VENTING THROUGH HALLS d NOT LE55 THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING 2 4 -- ROOF TO EXTERIOR. FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 5'-b" � 5'-b" 2020 NY5 EGG R404.1 II'-6" 10" NEW LAUNDRY CLOSET: -- N N 1 -� - - N-- - - J O I. NEW HASH /DRY HOOK UP HOT WATER PIPING INSULATION: � � /Z�J 4 4 2.COORDINATE LAUND. ROOM d DOOR DIM.'s MECHANICAL SYSTEM PIPING AND HOT HATER PIPING SHALL BE H/51ZE OF EQUIP. INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE ---- 1---- __ -_ _ _ 0O 1 3.PROVIDE HOOK UPS A5 REGIS PER MANU. FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: I „ l - „ 5' 4'-5y2 -tel' ,1�---4'-5y2 Q ® ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING '-5" 17'-10" DRYER EXHAUST NOTE: FLUIDS>105°F OR<55°F (R403.4) I. DUCT SHALL TERMINATE TO EXTERIOR 2. PIPING J" AND LARGER IN NOMINAL DIAMETER I [t4 5w 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 3. PIPING SERVING MORE THAN (1) DWELLING UNIT OPENIN05 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 0 3.DUCT SIZE AS PER MANU. 5. PIPING FROM HATER HEATER TO A DISTRIBUTION MANIFOLD .� 8'-O"� 0 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER b. PIPING LOCATED UNDER A FLOOR SLAB I - 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 7. BURIED PIPING 2p-O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS = = CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM OTHER THAN DEMAND RECIRCULATION SYSTEMS. I -- SHALL BE LIMITED TO 51NOLE LENGTHS,NOT TO cV tV EXCEED 8 FEET AND SHALL BE LISTED AND LABELED - I w i IN ACCORDANCE WITH UL 2155A. 6.EXHAUST DUCT5 SHALL BE MIN 0.016" THK RIGID ~ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL D 5GREW5 I �, PROJECT: I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER D LOCATION TO THE HALL OR ROOF TERMINATION. THE I LEE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 F- 1- 7 F - FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ❑ - - - - - - - - - -- �_ X -- - - - -- -- - - - - ❑ RESIDENCE NOT INCLUDE THE TRANSITION DUCT. l + -1 L LL j_ _J NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION FROPOSED FIRST FLOOR FLAN 200 BEEBE DR 403.3.2.3; INSTALL AS PER MANU. 5PEC5 g ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 1,002 S.F. HAE3ITA5LE SPACE; 1,&ci S.F. CROSS AREA 50ALE: 1/4" = 1'-0" CUTCHOGUE, NY 11935 O ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. DRAWING TITLE: NEW FLOOR THROUGHOUT: ""SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" O 1. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 8 SCREW); WiNDoW CHART - --- - - -- --- - - - -- - - --- - -- it - - PROPOSED FOUND 10 SGREH PERIMETER OF SHEATHING 4" O.G. d 12' O.G. ® r--- - -- -- - --- _--_- _ _ - INTERIOR. DOOR SCHEDULE 2.NEH FINISHED FLOOR PER H.O. SELECTION - - - - - - WINDOW DIMENSION CLE R - - i I ; ROUGH OPENING DOOR MATERIAL TAG TYPE MODEL 1 -- -- ---_ -__ - -,- --- HIDTH REQ'D 20" TEMPERED - _ _ 1 - FIRE - WIDTH �I HEIGHT - WIDTH --11- HEIGHT OPEN REQb: 5.7 S.F.'i j WIDTH O II Q RATING NOTES III HEIGHT REQ D:24 TAG DESCRIPTION MANUFACTURER -- _ -,- - - -_ -_= -- - 2,_0„ HE „ II 45 MIN. RATED ;I PAGE: -A (8)-- --� TRANSOM �- CUSTOM 41-b"- -- - -- _ - -- - --- - -- --------- - ---------- --- -_-- ---- - - ---- --' _=�` __- SELF-CLOSING - --- -_-I f - --------- -_ - -- - - - B (4� TRANSOM CUSTOM --- 'r 5'-8" 2'-O" - - -- ( FIRST FLOOR -- - - --- -=I ■ - -- - -- - - -- --- -- --- �� 1 - - - _ - - - - - 2'--71" -- 5'-4 " l� -10.7 S.F. A____­' LEXTERIOR FULL CASEMENT OXI55 2-8 5-5j 101 DOUBLE SWING 6-O • l GLASS _ -- _ _ - - 1 -- I D (2) PICTURE WPW410310 „ 4 II 4 O 4 II �' 4'-O - - I6 [�--� - 102 -- SINGLE SWING I, 3'-O" �'-O" • I • EXTERIOR FULL - - - _-_- --- GLASS ATE 08/09/22 7 OF 19 -- - - -- = D E (3) I� AWNING AR31 3-O " I'-5 " 103 SINGLE SWING - 3-O 7-O • -' 11 - -- - - J INSULATED l - - - --- 1 -_= 3-0 2'-11 4_4 1326 S.F. -_- - - --- �- _-- 1� ='_� - IL - . -----_� 104 SINGLE SWING l 51-0--_J O 7 O • F (I) CASEMENT GXWI45 4-5 ��' G (2) II PICTURE CUSTOM � I I INSULATED 2._0.. I� [� SING ESWING - - - - - -- -- 6-O' 105 L IN FULL � - I I L � �� � �� GLA55 - 1 - -- - --- - - - - - -- Le H (I) 3-6 106 SINGLE 5WING 3 O 7 O - INSULATED �`` F'p� T� i n I II PICTURE � CUSTOM I 5-O I ; 10-! SINGLE SWING f - ---- (I) CASEMENT - GXI4 - - I :21-5" 4'_0�„= - 2'-7�" 4'-0" 7.7 S.F. 2-6 7-O r -• I 1 � - --- -- - -_- -_ - - - - 108 --- - -- J (6) i CASEMENT I 0XI3 (- _- 2-8-_- _ -�� 3 O ' 2-7 i 2 I I � -- II � l'� :2'-(o" 7-O • - 'I - ---�' �--INSULATED �i �l- L ; SINGLE SWING K (1) AWNING AXW51 5-O " - - --3_o -4'-II�" -2'- 11g" -- 109 POCKET =-_ -- 2._6.. ii � ' - __ --- - - - - --- - _- 7 O • INSULATED Y a Q� I I � 7 7 i # ==-110 - GARAGE 8'-O" L (I) PICTURE CUSTOM -1 LLL ��11LL�� 1 - - �. . _ �C -L- -I---�- -L--- -'I -------- INSULATED M 2) --JII -----CASEMENT- lI CWI55 - -2�_4j� 5'-5j" 2�_4j 5'-4g"-- 9.4 S.F. --- -- -- --, _ 1L N (20) CASEMENT GXI4 - 2'-8" 4'-O 2-7 4'-0" j SENERAL 5)1,,-1E30L <E)" : LI- Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Ljj EXISTING TO REMAIN WHEN APPLICABLE) / J 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL L0 O WOOD FRAME (L.G. STL. POST FOR 4 WALLS - 0) Cp WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 0 "a- POST FOR 6" WALLS), U.O.N. � � O NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. 0 c Z d' WHEN APPLICABLE) •v N >1 U �g � O O -� n- FLOOR PLAN NOTES `� o p -_c N � DOOR NOTE: 45'-l0" Q 0 O NEW PERMEABLE ROOF DECKING. SEE SECTION -_ _____-____._-_ - Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON qA NOTE PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON UP PLANS BY 'THERMATRU' (OR EQUAL). to NEW 4"x3" ALUM. DOWNSPOUT (TYP) (15)'RI O 13'-II" 2'-O" 3.DOOR TYPE TO SELECT JNOOD DECK i 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 } I 5. INSTALL A5 PER MANU SPEG.'s 11 GUTTER HIGH POINT (TVP.) _ �1� `9 511 S.P. 2 6.PROVIDE (2) 2"x8" HDR.,U.O.N. -- T. SEE PAGE 0-003 FOR ALL OTHER FRAMING - ELEMENTS AROUND DOORS(TVP. FOR ALL) U.O.N. 12 NEW OUTDOOR A/G CONDENSER UNIT - MULTI ZONE: - - -- - - 12'-O" 2'-2" / \ I. CONDENSER SHALL BE GREE MODEL MULTI56HP230VIA0 2 O 201 d`-5'-II" r4 4 v -- OSTAIR $ RAILING NOTE: 51ZED IN ACCORDANCE WITH NY5 ENERGY CODE Q ---_---_--- - -.____- O -_ -__ __-1 4 D I G J 2 I. ALL NEW STAIRS SHALL HAVE MAX.1-3/4" 81 d MIN. 2.INSTALL CONDENSER ON CONC. PAD 7 O� m 10" Tr - RISERS SHALL BE CLOSED 3.PROVIDE BRANCH BOX AND COOLANT LINES A5 i - 4 DW n , W --- W 2. 42" HIGH GUARDRAIL 3 SPINDLE SPACING NOT TO RECOMMENDED BY MANUFACTURER. 4 -�y 1 l '� \ --_ '? C� _ BATHROOM 3 I ALLOW PA55AGE OF A 4" m SPHERE;36" HIGH 4.PROVIDE CLEARANCES A5 PER MANU. G rn J HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW _ r° �` H 146 S.F. BEDROOM I -1r 5. INSTALL ALL AS PER MANU. SPEG.'s , PASSAGE OF A 4" 0 SPHERE ------ - - 243 S.F. - • 3. GRIPPABLE RAIL AS PER CODE 13 WALL MOUNTED AIR HANDLER: I3 ( - (CO-)) I 4. RAILING To BE WOOD ® INT. d METAL ® EXT. I. MOUNTED AIR HANDLERS: '7 GREE MODEL in 8 VIROcIHP25OVIBH d 1 GREE MODEL VIR15HP25OV15H j W/O KITCHEN CLOSED P. GONG. STAIR: SIZED IN ACCORDANCE NY5 ENERGY CODE - -- 174 S.F. NATURAL LIGHT 8 p ® I. TVP. 42" RAIL AS NOTED 2.GG TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL i 4 'I 7 VENTILATION --- - U 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. AS REQUIRED FOR MOUNTING AND INSTALLATION - > FLOOR m FASTENING SHALL BE AS PER RAIL MANU. PROVIDE ;�_ (V it n AREA 243 S.F. EXTERIOR GRADE PAINT AS REQ'D OR POWDER O = L _-__ I 14 FIRE RATED DOOR: +, n _ _ COATING 3QX6 IHR. SELF-CLOSING DOOR. ® Lill' � iS.F. REQ. S.F. PROV. DINING cv _--- � J)3.5EE FOUND. PLAN b DETAIL , ! - - ROOM - r - 20l FREEZE PROOF HOSE BIB: / LIGHTttm 168 S.F. N � -O- REQ'D Iq.4 S.F. 34.4 S.F. rnSMOKE DETECTOR / GO DETECTOR NOTES: FASTENED w/MASONRYANCHORS (PRECISE r G �\ V JI. CONTRACTOR SHALL PROVIDE CODE COMPLIANTI 8'-8" 3'-6"- n VENT q-1 S.F. 32.4 S.F. LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) I _ ILJI_ W SMOKE /CARBON MONOXIDE COMBINATION DETECTOR p REQ'D -- --- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. CONCRETE APRON 2.INSTALL ALL AS PER MANU. SPEC.'S I6 - • 4 O I. PROVIDE CONCRETE APRON SLAB TO TRANSITION q OHO 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SMOOTHLY FROM SLAB EL. TO GRADE - 5M/Co IN COMPLIANCE WITH LOCAL CODE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 r --- - `t 3. GROSS SLOPE MEASURED PERPENDICULAR To QJ 1 _ WINDOW NOTE: TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 - 4 (2% SLOPE) / T. 3 = O=- _ --- IN / O - I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - 205 O 10'-2" O 4. RO M - B O FINISH TO PROVIDE SLIP-RESISTANT SURFACE � - CASEMENT, DOUBLEHUNG,OR GLIDING (AS NOTED); -�- �i -3'-10" 5'-•1O - INSTALL AS PER MANU. SPEC.'S. FOR N SM/GO 5U55TITUTION5,5EE NOTE #q IN "GLASS WINDOWS O ---- I 1p I"f G AND DOORS' ON PAGE 6-002 IF CASEMENT 1• EELLECTRIC D.W.H LL-HUNG RHEEM RETEX-36 TANKLE55 - -- -- - 6 -- -- _ in -- -- WINDOWS - ALL G5MNT WNDWS SHALL HAVE 1 _ _ I -- -- - (13 RI ® �1.5" O 2.INSTALL AS PER MANU. SPEG.'s I 1 210 N STRAIGHT ARM HINGE WHEN (13) Tr ® tl0" - 3.MAINTAIN 30"x30" CLEARANCE IN FRONT OF • - - - --- 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE MECHANICAL UNITS AS PER NY5 MG 306.1 202 ( I SM/GO 3 TILT WASH -_- 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. 18 EGRESS WINDOW WELL: O ' II II II II I - -� ' _ _ ----- -- -"- -------- 4.5EE PAGE G-Oo3 FOR FRAMING ELEMENTS AROUND 8 WINDOWS (TYP. FOR ALL) U.O.N. PROVIDE NEW EGRESS WINDOW WELL d COVER BY LIl(ING ROOM EGRESS NOTE: ROCKWELL,66 SERIES 66 W.X44 D.X48 H. (WRT-664448) 208 S.F. T m BEDROOM 2 4 OR EQUIVALENT. INSTALL AS PER MAN. SPECS. OPEN TO NATURAL LIGHT & _ , IN COMPLIANCE WITH NEW YORK STATE BUILDING in DN CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF FIREPLACE CHIMNEY AT ROOF: A-301 I i O HROOM 2 2 BELOW - A-301 EGRE55 SHALL BE FOLLOWED: 4 206 \ VENTILATION o - O ROOF PER NY5 CODE. I L FLOOR 185 S.F. - Iq I. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH NET CLEAR OPENINO........... 5.'T S.F. AREA NET CLEAR HEIGHT............... 24" MINIMUM 2. CHIMNEY TO EXTEND 2' MIN. ABOVE ROOF d 10' MIN. 3. 5EE DETAIL 20 S PAGE A-402.00 � = BATHROOM 4 S.F.REQ. S.F. PROV. NET CLEAR WIDTH................. 20" MINIMUM FROM OTHER OBSTRUCTIONS. i PROVIDE NEW FIREPLACE UNIT. HOMEOWNER TO C 13 J O 63 S. -� �ll L16QHTD 14.8 S.F. 23.1 S.F. L"f - 5 SELECT. CONNECT AS PER MANUFACTURER SPECS; HIGH EFFICIENCY LAMPS: _ U --- O VENT � -7.4 S.F. 21.'1 S.F. �, �I PROVIDE ALL NECESSARY VENTING THROUGH WALLS 4 NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING �Q1D C / ,V ' I ROOF TO EXTERIOR. FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMP5, AS PER L 8 4 �/ 2020 NY5 EGG R404.1 - ONEW LAUNDRY CLOSET: v' --- 6 I. NEW WASH /DRY HOOK UP HOT WATER PIPING INSULATION: �+ 1 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE DEN w/ 51ZE OF EQUIP. INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE •t - -- - - FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 6 R403.5: 31?S•P• ' 3.PROVIDE HOOK UPS AS REC'S PER MANU. p -- -- -- - _ I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING qLi DRYER EXHAUST NOTE: FLUIDS>l05°F OR <55°F (8403.4) 3 - BEDROOM 3 N I. DUCT SHALL TERMINATE TO EXTERIOR 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 12'-II" I 212 • 168 S.P. Z 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 3. PIPING 5ERVING MORE THAN (1) DWELLING UNIT • 5M/GO 3 w OPENINGS 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE M SM/CO 3.DUCT SIZE AS PER MANU. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD q NATURAL LIGHT 4 o 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 6. PIPING LOCATED UNDER A FLOOR SLAB 4 - VENTILATION - U 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN '1. BURIED PIPING d/ ` FLOOR - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS - AREA 168 S.F. N 1 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM OTHER THAN DEMAND RECIRCULATION SYSTEMS. - -_ _- -_-- -_--- - - G O fY SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO C WOOD BURNING S.F. REQ. 5.F. PROV. _I `STOVE LIGHT EXCEED 8 FEET AND SHALL BE LI57ED AND LABELED ! 13.4 S.F. 46.5 S.F. IN ACCORDANCE WITH UL 2158A. REO 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID �, ^ J Q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS O V v VENT RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUSTQ1D 6.7 S.F. 18.'1 S.F. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL G ✓� PROJECT: SCREWS /Z`*J J 4 4 K 4 J "1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER -- / _ _ __ __ LOCATION TO THE WALL OR ROOF TERMINATION. THE _ MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 4'-O" MIN.-� ' - --------- - - _- FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° I,'-10" 20'-q" T IS'-5" L E E BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. RESIDENCE < 55'-•111 NEW EXHAUST FAN SHALL BE INSTALLED WHERE z O VENTILATION 15 NOT MET BY MEANS OF NATURAL - CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION PROPOSED SECOND FLOOR PLA O � 200 BEEBE DR 403.3.2.3; INSTALL AS PER MANU. SPECS J... ' `t O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 2,285 S.F. HAE3ITA5LE SFAC E; 2,416 S.F. CROSS AREA SCALE: 1/4" = I'-o" CUTCHOGUE, NY 11935 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. -_ -_______ -_____ ---_ ---_--___ .. .-- __.- -____.. .._-----_-----____-.__-___ -__ -, DRAWING ONEW FLOOR THROUGHOUT: **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** �(DO I. NEW�11 PLYWOOD SUBFLO08 BENEATH (GLUE d SGREI^u; I--=_OR SCHEDULE �I - ---- - -- - - ------- SCREW PERIMETER OF SHEATHING 4" O.G. 8 12" O.G. ® _ _---_- - --- -- - --- --- _-_ - - __- -- - - L - - -- -- -- - - - ---- - - - - --- _-- -- - _ --- - -- - ----- - _ - PROPOSED SECOND FLOOR PLAN INTERIOR. ININDON CHART 2.NEW FINISHED FLOOR PER H.O. SELECTION - -- - --__-- -------------- _--_-_ _ ------ - --- - DOOR J� MATERIAL i ROUGH OPENING WINDOW DIMENSION CLEAR OPENING TAG DESCRIPTION MANUFACTURER pO t(1 FIRE NOTES RATING TAG TYPE MODEL # i, TEMPERED WIDTH HEIGHT - L- - - WIDTH EIGHT ,WI DTH READ: 20" J 45 MIN. RATED - - 5ELF-CLO5ING - OPEN REG-D: 5.'i S.F. I' --__ ------ - ---- I II i 11 HEIGHT REQ'D:24" - -__ -- i WIDTH I HEIGHT � - --- SECOND FLOOR ------- - ---- -- A (8) I - --- - - - 4-6 2 O -- -- -- ---- -- - - -- - - -- -_ - - AGE. - -- - - -_- EXTERIOR FULL I II r 00"' B (4) J TRANSOMGUSTOM I --- - -- 201 SINGLE SWING 3 O �'-O" j lI • - _- - -- A -- --- _ - -_ -_ - - .1- _- GLASS , a ■ CASEMENT GXI55 f 2'-8" -- -_ -- -- -- - - - - - ---- �I--___- -- -- ----- - ---- f f l� l EXTERIOR FULL --- J j - -- _ - --I- -= - - 21_ 11 5'-4 _ 10.'1 S.F. Q�; 202 -SINGLE SWIN�� - = 3t-011 L-- -o' ----L It •-- • GLASS- - -_ it - - --- - - -PICTURE - WPW410310 4' I1,==" � I I1 J - --- Q _ i I 203 � SINGLE SWINGG�� 2-6 --�[ - 7-0-- - • --' -- --�� - - - DATE: 08/09/22 f --_ 8 O F 19 - -A�--- _ - - -- -- _ -_- --- - - I- - -1 - --- - r - --- III - � � � � 204 I -- SINGLE SWING 2'-6�1 .11_011 I • � '' l�� E (3) AWNING AR31 3-O I-5 2-I I I-5 III- _ J _ _- I II 1 II � II Q CASEMENT GXW145 3-O� 4-5� 2-I I 4'-4g" 13.25 S.F. _- -- - - - -- SII I 11 �� _ I II - - - -----1 II 1 1511 - -- �� -- - - ---- - ------ - - Ib 205 DOUBLE SWING ]C -- - -�L 5� 7-O I�- • l �� 1J1r 2-o b-01. - i�!) P, I /.} 206 SINGLE SWING 2-6 7-O • H ? -- PICTUPlcruRE CUSTOM 1_ 11 -- 20l SINGLE SWING Z-611 7-O • O RE CUSTOM lj (}� 11 - � �• ry � � 208 SINGLE SWING I (I)� CASEMENT GXI4 - _ ' 21 qll 41 O II II - 4 O •T'7 S� i F J (6) ICASEMENT _- 21 811- 20q SINGLE SWING _O" 71_011 �j • ('^ :uy� 7 4 �� - SINGLE SWING --- 31_011 �,-p„ • ='I - - OF PJ� r� i K (1) AWNING AXW51 5-O L �� --�� ---- PICTURE - � CUSTOM �, - 11 -_I� L --J�- - -- - -- - - s F -- 1 211 SINGLE SWING 2-6 -- -I-O ��• � �I M (2) CASEMENT -- -- --- GWI55 - --- 2-4j' ( 5-511 -- - -- - -- ---- -- - - I - -2-4j --_ _ 5'-4g" -- �--1.4 S.F. �------ i I II 1 11 _ �; i- - --_--_- �'-------- 212 SINGLE SWING 3-O 'i-O • I - � - _ --- - --- - IF N (20) - -� CASEMENT--- I; GXI4 -- 2'-8 11 4-O " 2'-7 " 4'-Ou -- - _- - - - - - -- 0EI ` ERAL 5",�r50L_ <E"%r : : Q NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED f---{ V400D FRAME (L.G. 5TL. W I-"--`--1 WHEN APPLICABLE) uj J 0 EXISTING TO REMAIN , � j �_-�.--�----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL I� 5TL. WHEN APPLICABLE) I QCN �= „ RAL O NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS - - ..� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED O c WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) FLOOR PLAN NOTES O O - t � DOOR NOTE: NEW PERMEABLE ROOF DECKING. SEE SECTION Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON NOTA Q O O PLANS BY 'JELD-WEN' (OR EQUAL). nO 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). to NEW 4"x3" ALUM. DOWNSPOUT (TYP) - 3.DOOR TYPE TO SELECT O 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 lkqOOr,> 5. INSTALL AS PER MANU SPEC.'S 11 &UTTER HIGH POINT (TYP) 10 Q�� 6.PROVIDE (2) 2"x8" HDR.,U.O.N. DECK F •1. SEE PAGE 6-003 FOR ALL OTHER FRAMING BELOW 1 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 12 NES OOR SHALL BE &REE R AVC CONDENSER MOIDEL MULTI56HP230VIA0 z IT - MULTI ZONE: I i I'-O" - - - -- - -- - - - - - 1. STAIR g RAILING NOTE: SIZED IN ACCORDANCE WITH NY5 ENERGY CODE ------ - - ----- - ---____-- .- _-- --(TYP)- -- ( l O I. ALL NEW STAIRS SHALL HAVE MAX.7-3/4" RI 8 MIN. 2.INSTALL CONDENSER ON GONG. PAD :< 10" Tr - RISERS SHALL BE CLOSED 3.PROVIDE BRANCH BOX AND COOLANT LINES AS O 2. 42" HIGH GUARDRAIL d SPINDLE SPACING- NOT TO RECOMMENDED BY MANUFACTURER. Q I I I ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH 4.PROVIDE CLEARANCES A5 PER MANU. HANDRAIL b SPINDLE SPACING NOT TO ALLOW 5. INSTALL ALL AS PER MANU. SPEC.'S 2 I Ip 2 ® 4j 1 PASSAGE OF A 4" 4) SPHERE 3. 6RIPPABLE RAIL AS PER GORE13 WALL MOUNTED AIR HANDLER: I r 4. RAILING TO BE WD 7 OO ® INT. b METAL ® EXT. I. MOUNTED AIR HANDLERS: GREE MODEL O^r VIROgHP230VI5H 8 1 GREE MODEL VIRI8HP230VIBH - Qui CLOSED P. GONG. STAIR: SIZED IN ACCORDANCE NY5 ENERGY CODE ® 1. TYP. 42" RAIL AS NOTED 2.60 TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. AS REQUIRED FOR MOUNTING AND INSTALLATION U FASTENING SHALL BE AS PER RAIL MANU. PROVIDE O luIU EXTERIOR GRADE PAINT AS REQ'D OR POWDER 14 FIRE RATED DOOR: - - - I = Z r Z r COATING 32X6 IHR. SELF-CLOSING DOOR. _ 0 V U Y 3.5EE FOUND. PLAN d DETAIL in O ! E U O 'J FREEZE PROOF H05E BIB: +, - Q wn •711 S.F. O ROOF DECK Q wn O 1/5":1'-O" PITCH SMOKE DETECTOR / GO DETECTOR NOTES: 15 FASTENED MASONRY ANCHORS(PRECISE ® ® �i p F- w/ O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT - ! O ! O TO &UTTER SMOKE /CARBON MONOXIDE COMBINATION DETECTOR LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) i - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. CONCRETE APRON �_ W�( WOOD FLOOR W N I 1 2.INSTALL ALL AS PER MANU. SPEC.'S IG- I. PROVIDE CONCRETE APRON SLAB TO TRANSITION In PANELS W/DRAINA6E� 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SMOOTHLY FROM SLAB EL. TO &RADE UNDER \\\ N IN COMPLIANCE WITH LOCAL CODE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 3. GROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 OWINDOW NOTE: (2% SLOPE) I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE FLAT ROOF CASEMENT, DOUBLEHUN6,OR&LIDIN& (AS NOTED); - - -- - - - - - - - - INSTALL AS PER MANU. SPEC.5. FOR - - -- l -- --- - -.- - - MECH. AREA: _ _ __ _ ' 6.'15:12 PITCH SUBSTITUTIONS,SEE NOTE #g IN "GLASS WINDOWS 17 ---- I. PROVIDE (D. WALL-HUNG RHEEM RETEX-36 TANKLE55 - 2 I- T 1 �T AND DOORS" ON PAGE 6-002 IF CASEMENT F ELECTRIC D.W.H. _T F A _T F WINDOWS - ALL GSMNT WNDWS SHALL HAVE 2.INSTALL A5 PER MANU. SPEG.'s I � 5TRAI6HT ARM HINGE WHEN 3.MAINTAIN 30"x30" CLEARANCE IN FRONT OF u A 4 A 4 2.IF TILT WASH HUNG - ALL DBL. HUNG KNDW5 TO BE MECHANICAL UNITS AS PER NYS MG 306.1 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. &L. 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND EGRESS WINDOW WELL: O p WINDOWS (TYP. FOR ALL) U.O.N. 18 PROVIDE NEW EGRESS WINDOW WELL d COVER BY I -- - -- - -- I --� 1- -- L- I--- -� "ROCKWELL;b6 SERIES" 66"W.X44'D.X48"H. (WRT-664448) I I ! EGRESS NOTE: OR EQUIVALENT. INSTALL AS PER MAN. SPECS. ! 10 - - - - IN COMPLIANCE WITH NEW YORK STATE BUILDING I ! B I CODE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF FIREPLACE CHIMNEY AT ROOF: - --- - m Ig I. WOOD BURNING FIREPLACE CHIMNEY TO RUN THROUGH - I I ATRIUM EGRESS SHALL BE FOLLOWED: NET CLEAR OPENIN(S........... 5.'7 S.F. O ROOF PER NYS CODE. A-301 B I p$ELON NET CLEAR HEIGHT............... 24" MINIMUM 2. CHIMNEY TO EXTEND 2 MIN. ABOVE ROOF d 10 MIN. I I A-301 NET CLEAR WIDTH................. 20" MINIMUM FROM OTHER OBSTRUCTIONS. I IL I I 0=4 - 3. SEE DETAIL 20 ON PAGE A-402.00 ( I WOOD DECK tu OPROVIDE NEW FIREPLACE UNIT. HOMEOWNER TO I I BELOW 1 I FLAT ROOF --- - - --- - - - - - - -_ 0 SELECT. CONNECT AS PER MANUFACTURER SPECS; HIGH EFFICIENCY LAMPS: I I I 4 q PROVIDE ALL NECESSARY VENTING THROU6H WALLS k NOT LE55 THAN g0% OF THE PERMANENTLY INSTALLED LIGHTING ROOF TO EXTERIOR. FIXTU2020 NY5 HALL CONECC TAIN ONLY HIGH-EFFICACY LAMPS,AS PER I ( I A /' OUTLINE OF TRAY CEILING !- NEW LAUNDRY CLOSET: O 1. NEW WASH /DRY HOOK UP HOT WATER PIPING INSULATION: 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE I 6 _ J w/ SIZE OF EQUIP. INSULATED TO NN R-VALUE OF NOT LESS THAN R-3 FOR THE l _ - 3.PROVIDE HOOK UPS AS REO'S PER MANU. FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 6 R403.5: �l I OUTLINE OF UPSET BM. (RAISED L - - - APPROX. 6" FROM ADJOINING ROOF 3_�2 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING I'-O° SURFACES). COVER BM. WITH ROOF DRYER EXHAUST NOTE: FLUIDS >I05°F OR <55°F (R403.4) MEMBRANE d VAPOR BARRI 21'-6" I. DUCT SHALL TERMINATE TO EXTERIOR 2. PIPING J" AND LARGER IN NOMINAL DIAMETER I L - 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 3. PIPING SERVING MORE THAN(1) DWELLING UNIT L - - _ - H OPENIN65 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE - - I I/8":I'-O" PITCH I/8":i'-O" PITCH I w 3.DUCT SIZE AS PER MANU. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD I GUTTER t TO GUTTER 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 6. PIPING LOCATED UNDER A FLOOR SLAB 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN '1. BURIED PIPING I � CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 8. SUPPLY S RETURN PIPING IN RECIRCULATION SYSTEMS CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM OTHER THAN DEMAND RECIRCULATION SYSTEMS. I \O o SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUGT5 SHALL BE MIN 0.016" THK RIGID iii METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I I Q RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST Ig - a DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER j I I PROJECT: LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH g0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES L E E NOT INCLUDE THE TRANSITION DUCT. 11 II RESIDENCE NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL D D CIRCULATION THROUGH WINDOWS OR DOORS TO O p OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; INSTALL AS PER MANU. SPECS i�i�Ofi=OS�D ROOF �L�'c�l 200 BEEBE DR Og ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 CUTCHOGUE, NY 11935 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "5-003" FOR NA►LING 5TRAPPING DETAIL5. SCALE: I/4" = I'-O" ONEW FLOOR THROUGHOUT: **SEE DOOR SCHEDULE FOR ALL &LASS DOORS FROM SAME MANUFACTURER** DRAWING TITLE: I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); 5GREW PERIMETER OF 5HEATHIN6 4" O.G. 6 12" O.G. ® i T PROPOSED ROOF PLAN 2. INTERIOR. Fi N15HED FLOOR PER H.O. SELECTION WINDOW CHAR - -- - - --_ _ -- -- - - - _- -_- _- ---- -- -- -- - - - --- - - -- - - I i! EGRESS j ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # TEMPERED WIDTH REO'D: 20" I, WIDTH -HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24' I O 6 �i -- ( ---- - I I A (8) - TRANS CUSTOM - 4'-6" - ----- -- -- - - - - - II � 2,_O„ '! I PAGE: i� B (4) -.J TRANSOM � CUSTOM I -8'�- - - --2'_011 G (17) CASEMENT OX155 2 10 moo 8 5-5 2 7� 5'-4g" 10.7 S.F. D (2) PICTURE WPW4Io310 4-I I 4-Og' I 4-Og - - - -- ff E (3) I AWNING AR31 3' O " it I'-5 " 2'-II " 1'-5" II Q DATE: 08/09/22 9 OF 19 IL -- - ----- - - - - - FLAT ROOF I F (I) CASEMENT -- CXWI45 3'-O 4'-5 2-II 4-4 13.25 S.F. A-301 A-301 & (2) PICTURE CUSTOM 2'-O" 6'-O" -_ � a � n H (1) PICTURE CUSTOM 5.-0', 3-b 1 (1) CASEMENT GX14 2'-95" 4-O - 2-7 4'-O" 7.7 5.F. i (b) CASEMENT GXI3 2-8 3 01 :2'- K -7 III I� - i K (I) AWNING AXW51 � 5'-01' i� 3' O 4'-II�" :2'-1 1j" 1 PICTURE CUSTOM 6'-O" 71 �- L O n �'i "ry M (2) CASEMENT GWI55 2'-4 " 5'-5g" 2'-4 " 5'_4'y" Q.4 S.F. I' " - - - -_111 C I------ -- - -- -- - FROPOSED ROOF FLAN - -2 - - - _- -- - 2� 41-011 - - - L- -- �" --- ---- I SCALE: i/4" = I'-O N (20) CASEMENT GXI4 :21-,5" 4-O - - 0- ELEVATION NOTES I < C) O NEW ROOFING: &\ I. SEE NOTES 0 SECTION --- ------- W 2. ROOFING TO BE FLAT _j C) PROVIDE CONCEALED FLASHING AT ALL ROOF ------- O 'E INTERFACES. (D-\ NEW RAILING AT ROOF DECK AS PER co O 0 CODE. SEE SECTIONS. ----------- O NEPq P400D FRAME STAIR. SEE DETAILS. 0 c: z O >1 NEWCLOSED P. CONC. STAIR SEE DETAILS 0 - 0 ------ 4'1 MIN ------- 04 NEW LAP SIDING. SEE SECTIONS. 00 < 1 :2 0 - ------------------ O NEN WOOD LOOK TRIM. SEE SECTIONS. '7 O NEW PANEL SIDING. SEE SECTIONS. 4 II O NEW STONE VENEER. SEE SECTIONS. COLUMN WRAPPED IN "AZE<" TO MATCH FIRST Io FLOOR PANEL COLOR W STONE PLINTH MATCHINO STONE VENEER 51DINO. D OVERHANG WITH METAL ROOF ABOVE GARAGE ( L L: 7 ----------- 3� -�JL�_7LE j 7 ILL------u_ _trr__7_ ej.4 12 0.5 12 (D —7-7-71_/ 7 � / // / // '// ' i� i� i�// � /ice �//i i� �/ ///i��� i� , �� i� , �� i� , � i� , � i� , i i� , �/ ���/ i�� i , �/ i / � i � i i , i , i , i i i / i � i � i / �/ F III EL.=-7.6' �—EL. E L. -7. -EXIST. 7I XIST. ------- ------ EXIS I---- -EXISTINO EARTH- FILL TO BE USED FROM 5 TE_ ;PDX. cf,5015 CUSIr-, FT. -11 --J H I F d I I + + + + + + + + + . . . . . . . . ' EL. 2.1 ' GROUND NATER + f + + + + + + + + 4 + + + + , + + + + + 11- 4 + + + + 4 + + + d + + + I + + + + + 4 . . . . . . . . + 4 � + + % ++ + + + + + + + ] + + 4 + + + 1 + 4 4 + + 1i + + + 1 + + 4 + + + + + + + + 4 + 1 + + + + 4 + + + + + + + + + i + + + + + + 4 + + 4 + 1 + + 4 . . . . . . . . 4 . . . . . . . . 4 + + + + + + 4 . . . . . . . -1 I- + 4 4 + I . . . . 4 + + 4 . . . . . . . . 4 + + i + + . . . . . . + i + + + . . . i + I + 1 4 1 + I I . . . . i . . . . . . . . . . . I + 4 1 + + + + + I + I + 4 + + 1 4 + i + i . . . i + i + + 4 + + + I + + + + + + + + + + + 4 + + + + + + . . . . . . . . . . . . . . . . + 4 4 . . . . . . . . . . . . . . . . . . . + + + + + + + + + + i + i I I . . . . . . 4 + + + + + + + + + + + 4 + I. . . . . . . . . . . . . . . . . . + . . . . . . EL. 0.0' (NA\/Daa) NORTHEAST ELEVATION (FRONT) SCALE: 1/4" = V-0" (D-\ ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" INPON CHART EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR 102 OPENINO RE z TAO T**T'FE MODEL # TEMPE D uj WIDTH REOV: :20" —HE - WIDTH= -HEIGHT WIDTH _,��7� 7HT REOV:24" 2 iOPEN REO V: 5:7 S.F. _]HEIC -------------- ------- A (5) TRANSOM CUSTOM jl I 4'1 2-0 0 4 A -all B (4) TRANSOM CUSTOM --------- LLJ CASEMENT OX155 :2'-&" r" 5gi :21-1�11S.F. D (2) PICTURE k4PH410310 4'-11j" 4'-09" 4'-Ila" 4'-Og" E (5) ll AWNING AR-51 2'-119,, v-5i 0I PROJECT: 4'-49" 15.25 S.F. CASEMENT CXH14! 4'-59" :21-11a" _j 0 (2) PICTURE CUSTOM 2'-0" RESIDEfVCE Ou5TOM H (1) T -- - --PICTURE „ i „ 1r ----------- 1ki — CASEMENT Oxi 21- l� 41-011 �� 7.7 S.F. llt (b) CASEMENT 200 BEEBE DR CX115 5'-O�l .2'--7�” J_-:2 E K (1) XP145 I 5,-Og" 5'-Ol" 4'-119" :21- AWNING A lig" CUTCHOGUE, NY 11935 TTF L (1) PICTURE CUSTOM 5'-4" DRAWING TITLE: 111 LLL - —-------- M (2) CASEMENT OV4155 2'-4g" 5'-5g" 2'-4g" 5'-4" cl.4 5.F. - � I PROPOSED EXTERIOR ELEVATIONS j�T ;L ------- IN, I ,� N 20) CASEMENT OX14 5 4'-0? :21--7111 1 4-0" ------- C 10 ------- DOOR SCHEDULE &\ L7 DOOR I MATERIAL PAGE: IL � 12 ii '_r/�i ,' �//ii /,. ' .�/ ii�/' �///i ''/ �//.i-i��''/ �//ii��''/. //-jii ,'' �//.i.i i/' �/ii�/,'/ i//ii�/, / �/�i �RO��.''-/- i/i a �'� i//ii ,/' /ii/,' 12 FIRE �/ii /�'/ ii�/ �/ii - 05— 7- -0.5 TAO DESCRIPTION MANUFACTURER 0 NOTES < 0 RATINO i- < EL. 4 11 1U 45 MIN. RATED PqIPTH HEIC7HT SELF LOSIN& A ;!&ulmoo //�Y/ Z/ _III III I EL. -7.6' EL. -7. FIRST FLOOR A PROPOSED ARLA' ' OF FILL; E T. EXIS EXTERIOR FULL DATE: 08/09/22 10 OF 19 -FILL TO BE USED FROM SITE.= 101 DOUBLE SWING GLASS EXISTINO E r zX _-- - - - _ ----�� TERIOR FULL E SWING -- _ --- _d _ =I APPROX. cf,515 r-,U510 FT. 1 102 SINGLE &LASS SECOND FLOOR k XTERIOR FULL + -4 4 + -I + SINGLE SWING OLA55 E + 4 + + + f t 4 + IL __j 4 A + + i + + . . . . . . . + + . . . . . . + I + + +EL. 2.1 ' ROUND WATER + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + 4 + + 4 + 4 + + + + + :201 + + + + + + 4 . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . J + OR FULL EXTERI —.6------------I— OLA55 + + + + 4- _I` 4 + 4 4 + + + + + 4 -1 4 f 4 + 4 4 . . . . . . . . . . + I + + 4 4 + 4. . . . . . . . . I + 4 202 SINGLE 5k4INO EL. 0.0 (NAVD&a) A Op N - SOUTHNEST ELEVATION (LEFT SIDE) SCALE: 1/4" = 1'-0" ELEVATION NOTES (D NEW ROOFINO: w1. 5EE NOTES 0 SECTION 2. ROOFING TO BE FLAT O FTZOVIVE CONCEALED FLASHING AT ALL ROOF < INTERFACE5. Q_\ Lf) 0 NEW RAILING AT ROOF PECK AS PER T- O COME. SEE SECTIONS. 0) 0 ------------- -------------------- NEW V400D FRAME STAIR. SEE DETAILS. -------- 0 c z - ---------- ------- 0 IN >1 NEW CLOSED P. GONG. STAIR . SEE DETAILS ----------- 0 0 NEW LAP SIDING. SEE SECTIONS. ------ �j c 0 :2 0 O NEW WOOD LOOK TRIM. SEE SECTIONS. ------ ----------- ------ --- - - ----- - O NEW PANEL SIDING. SEE SECTIONS. 4 O NEW STONE VENEER. SEE SECTIONS. COLUMN P4I;_'AFPFV IN "AZEK" TO MATCH FIRST to FLOOR PANEL COLOR W STONE PLINTH MATCHING STONE VENEER 51DIN0. &\ OVERHANG LL WITH METAL ROOF ABOVE GARAGE -?-._,-1._________Z,- ==T =77' A_ .4-^--. "1 __T_ 17 1:2 EL. of.4' ��� _� to r 0 = �_ ,a_ , _ _ — �=- =-___ Y-E = C1.4 WIN EL. E"L EL. �FROFOSED AREA OF FILL; -EL. EXIST. EXIST. EXIST. —�IFILL TO 5E USED FROM SITE.! EXIST. —EXISTINO E _AI=FROX. Cf,5CI5 cu5i c, FT. d ---d J I H - d _11H I _1 � _J I I I 1_1 1_1 I 1=1 W� I F_ F] I I _HFIE I —H —M—HEM I • H + + 4 1 . . . . . . + + + + + 4 + + 4 4 . . . . . . . 4 1 + 4 . . . . 4 4 . . . . . 1 4 . . . + + + + + + + + i 4 + 4 + A f 4 + I -I + A . . . . . . . . . . . . . . . . . . . . . . . 4 4 +EL. 2.1 ' OROUND VqATER + , + + + + + ++ + 4 -1 + + 41 ' 44 + + + + 4 + 4- + + l + + i . . . . . . . . . + + + + 4 + 4 . . . . . . I I + + i i I + 4 + i . . . . . . . 4 4 + + 4. . . . . . . . . . . i + + + + + + + + + + + 4 + + + + . . . . . . . . . . . . . . . . . . . . + + + + + + + + + . . . . . . . . . + + a- + + .. . . 4 + + 4 + + 4 . . . . . . . . 4 . . . . . + + + + 4 . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . 4 + + -1 + + _f + + . . . . . . . . + + + + 4 + + + + + + + + + + + + + + + + + + + + 4 . . . . . . . . + + . . . 4 + + . . . . . . + + . . + + 4 . . . 4 + 4 . . . . . . . . . . . . . 4 + 4 . . . 4 + I + + + + + 4 + + 4 . . . . . . . . . . . 4 . . . . . . . . . . . . . . . 4- 4 + + + + EL. 0.0' (NA\/D88) SOUTHEAST ELF-\/ATION (REAR) SCALE: 1/4" = I'-O" ALL NEW V4INPOkq5 SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. **5EE POOP, SCHEDULE FOR ALL CLASS DOORS FROM SAME MANUFACTURER" --------- WINDOW CHART CLEAR ROUGH OPENING V41NDON DIMENSION 12 AO OPENING i z TAO TYPE MODEL # Oil TEMPERED w WIDTH f;'EO'r>: 2 IHEIrHT REG'D:24" IDTHHEI(5HT WIDTH HEIGHT [OPEN 111 5:1 S.F.1' 0 C-) A (95) TRAN50M CUSTOM ------------- I F CUSTOM B=(4) TRANSOM[ M 6 - ---- - — —T J J -J-- m _-_a -- __I-- C =0 CASEMENT CIX155 :21-&" Lu — a" ----------- 0 (29 PICTURE \WPW4103104'-I1g" it 4'-Og" --4'-II 0 PROJECT: 2'-1 1�" E (5) AWNINGAR51 -_- - F (1) CASEMENT CXkql4515.25 SF LEE:21-fla" 4'-49" 0 (2) PICTURE CUSTOM 21 -o ------- ---------- s H (1) PICTURE CUSTOM �[ __-- -===\I- _ __ 51-011 RESIDENCE ---------- � _ -- :21-9," 4'-01" ]F4-O" CASEMENT r_XI4 2' 1 (6) CASEMENT CX15 :2l 5'-Ok -_ �i -_ - ___J[ ------- CUTCHOGUE, NY 11935 5 AXI 5' 4' K (1) ANNIN L L PICTURE CUSTOM 5'-4" DRAWING TITLE: (1) 51-59" 2'-41ll 5149 CIA S.F. PROPOSED EXTERIOR ELEVATIONS 21 M (2) CASE MENT rkql55 Z-49" CASEMENT OX14 _511 4'-01" z-11" 4'-0" N (20) 10 7 POOR SCHEDULE 12 O > / / /O12 it DOOR MATERIAL PAGE: 'EL 10.65' FIRE TAG DESCRIPTION MANUFACTURER -1 1: 0 NOTES < N RATING WIDTH HEIGHT 0 130% 0*011moo 45 MIN. RATED ► -A K SELF-CLOSING FIRST FLOOR EL. -7.2 -7.2' 1 DATE: 08/09/22 FROPOSED AREA OF FILL; 11 OF 19 l -01, EXTERIOR FULL 101 DOUBLE SWING l� OLASS, EXIST. EXIST. U_u it EXTERIOR FULL SINOLE 5NINO '71 _X I I OLA55 -ILL TO —I I — ----I -_ - -_ - --- -oil f E3E USED FROM SITE. -EXISTINO EARTH-1 AFFROX. C[,5cI5 GUE31C-, FT. 102 D A F? SECOND FLOOR __s I A I _1 I- d I I EXTERIOR FULL C) -oil + 4 1 + + 4 + 4 + . . . . . . A + + . . .. . . . . . 4 + + + 4 + + 4 . . . . 4 + + + + + 201 SINGLE SWING 5-0 + + + + + 6LA55 tEL. 2.1 OROUNE�) NATER , ++ + 4 4 + f 4 . . . . . . . . . . 4 + + 4 4 . . . . I 1 -1 + 4 t 4 + 1 4 4 4 + 4 4 + 4 4 i + + + 4 4 + + + + + 4 + + . . . . . . . . . . . . . . . . . . . . . .. . . + 4 + + + 4 + 4 4 . . . 11-Y v" . . . . . . . . . . . . . . . . . . + - - � -- ------ \- I---- - ! - -_ -- ZIOR FULL + . . . . + + + + + + 4 4 + i . . . . . . . . . . . . . . . EXTEP 202 51NOLE 5NINO -oil • GLASS _ L EL. 0.0' (NAVD,58>) J /374 . OF N < NORTHNEST ELE\/ATION (R10HTSCE) SCALE: 1/4" = 1'-0" 0 BUILDING SECTION NOTES PROPOSED ROOF HEIGHT-______________________ W WNEWFLAT ROOFING NOTE CTYPI ELEV, +3"1,0'1. INSTALL NEW FLAT ROOF 5Y5TFM (D 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS < OVER 5.INSTALL 15 # BUILDING FELT (U.O.Nd OVER Lf) 0 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. FLASH ALL VALLEYS I O) C0 SE F-3f o 6.INSTALL DRIP EDC AS REOV 7. SLOPE ROOF AT I/Wd'-O" TO CUTTERS AT EDGE. PROPOSED SECOND FLOOR CEILING &MAYy YM&yykwy ly . . .... A5 PER PLAN S.INSTALL ALL AS PER MANU. SPEO,.'5 cf. SEE FLAT ROOF DETAIL 4 ON PAGE A-401.00 ELEV. +51.6 0 c: z NEW FLAT ROOFING NOTE (0 ATRIUM) 12 I. INSTALL NEW FLAT ROOF SYSTEM - >1 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO C =3 CO ,>E FACE OF STUD WALL AND AT VALLEYS 0 24" FROM INSIDE 0 OVER 5.INSTALL 15 # BUILDINO FELT(U.O.N) OVER o In 4.1/2" COX PLYWOOD 5HEATHINO (BLOCK ALL BEAMS) > - 5. FLASH ALL VALLEYS C) < :2 0 6.INSTALL DRIP EDGE AS REOV 1. SLOPE ROOF AT Ile,":1'-0" TO EDGE. 0 0 cl. SEE FLAT ROOF DETAIL 45 ON PAGE A-401.00 E PROPOSED SECOND FINISHED FLOOR TYPICAL ROOF S CEILING 0ONSTRUOTION: LEF7 +:2ab- ----- III 10 * NEPq ROOFINS AS NOTED % -< O 0 1/2" COX PLYVO SHEATHIN& (BLOCKING 0 ALL PLYVV SEAMS) 0 R.R.,O.J., 4 C.T. AS NOTED ON PLANS (a SPANS F.J. A5 PER PLAN =T&j OVER 5' INSTALL "X" BRIDGING ® CENTER OF CONNECTION SPAN,U.O.N) 14 -7 . MIN. OF R-4cf SPRAY FOAM INSULATION PROPOSED FIRST FLOOR r_EILIE2__/ //-@ -1 \PER PACE 0-005 ELEV. +21.4' 1 - I _ - NEW STUD TO TYPICAL EXTERIOR WALL CONSTRUCTION (TYF.): -0 1 Q) m OUPON "TYVEK" HOUSE WRAP (OR EQUAL) _j 'T FLOOR A55EMBLY 4 • UPON 1/2" COX PLYPO. 5HEATHINO (BLOCKING a ALL PLY1,4D SEAMS) 4 • 2"xb" STUDS 0 16" O.C. N/DEL. TOP PLATE • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-11 BATT INSULATION;TOTAL R-25 • 5/8" GYPSUM 15D. HALL FIN15H LAP SIDING NOTE (TrF.): CONNECTION VI' A5 PER PACE 0-005 I. INSTALL NEW CRAY "HARVIE" HORIZONTAL LAP SIDING 2."TYVEK" HOUSE WRAP (OR EOUAL) PROP05ED FIRST FIN15HED FLOOR NEWSTUD TO 10 ELEV. +12.4' 5.INSTALL ALL AS PER MANU. 5PEC.'s FLOOR ASSEMBLY 4.PROVIDE ALL NECESSARY TRIM FOR PROPER -0 INSTALLATION F.J. AS PER PLAN' 5. SIDING SHALL EXTEND TO HORIZONTAL TRIM BOARD �\ v J O HOOD-LOOK TRIM: BASELINE (PROP. GRADE)-_-_--I. INSTALL "VER.5ATEX' WOOD-LOOK TRIM AT 5A5F_ OF LAP SIDING TO SERVE AS A BORDER. 7_7--------------- 0.5 ELEV. +q.4' ------ O 7 77 7 7 PANEL SIDIN0 NOTE (TYP.): /Z 1. INSTALL NEN DARK CRAY "FINE SAND" "HARDIE" l I CZ ARCHITECTURAL PANELS (Q6 x48) HORIZONTALLY WITH EXIST. GRADE SEAMS LOCATED AS INDICATED IN ELEVATIONS. 2 YVEK" HOUSE WRAP(OR EQUAL) V. +-I.& ."T 5.INSTALL ALL AS PER MANU. 5PEO.'5 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION PROPOSED OELLAR� 4'- 5. 51DINO SHALL EXTEND TO HORIZONTAL TRIM BOARD ------- i ELEV. +5. NEW STONE 'VENEER: _1 I -II A I I-A I __J O I. INSTALL NEW HORIZONTALLY LAID CRAY STONE I VENEER BY "ELDORADO" + + + + + + + + 4 4 + + + + 4 + A + + 4 + + + + + + + + + + + + + + + + + + + + + + 4 + 4 4 + + + + + 4 + + + + 4 + f + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + - 4 + + ROUNDKATER + 4 4 + + + 4 1 + + i + 4 1 + f . . . . . . . . + + i + + i. . . . . . . . . + + 2."TYVEK" HOUSE WRAP (OR EQUAL) _06+ --_m1__L/11 A 4 f + + � + + + + 4 + + + i + + + + 4 + 4 + + 4 . . . . i + + 4 . . . . . . . 4 + 4 + + + + + + + + + + + + + + 4 + 4 + + + + + A + + 4 + + 4 5.INSTALL ALL AS PEP,MANU. 5FEC.'e . . . . . . . . ELEV.,+2 + + + + 4 4 + 4 . . . . 4 + 1 4 4 1 4 4 + 1 4 + 4 A . . . 4 +-A+ A 4 4 t 4 + 4 + + i . . . . . . 4 + + 4 4 4 4 + + + + + 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5.VENEER SHALL EXTEND TO TOP OF FOUNDATION NA\/D&5 WALLELEV. +0.0' TYPICAL FLOOR CONSTRUCTION: O I. FINISH FLOORING TO SELECT 2. 5/4" T40 COX PLY11,10. 5U5FLOOR GLUED 4 50REPqED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' BUILPINO SECTION A-A INSTALL XBRACE a MID5PAN 4. PROVIDE R-500 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) H/2" THK. SPRAY 5CAtzf!: I/W FOAM AT RIM JOIST (PERIMETER OF BUILDING) NEW WOOD FLOOR: I. NEW WOOD FLOORING TO BE SELECTED BY HOMEOWNER NEW TILE FLOOR (IN BATHROOMS): A5 PER PLAN II I. NEW TILE FIN15H (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET(LEVELED PROPERLY)UPON z 5.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON 4.NEW T40 PLYWOOD 5U5FLOOR - -- - - -_ -- _ -- -- - _- ( 0 __]I� NF-kq PERMEABLE ROOF DEOKINO: 1. NEW "TILETECH" IPE PECK TILES (:24"x459 INSTALLED A5 PER PLAN R.R. A5 PER PLAN PER MANUFACTURER'S SPECIFICATIONS 7 &Yf'5UM WALL BOARD (IN BATHROOMS): 13 INSTALL MOISTURE RE515TANT GYPSUM BOARD IN ALL + 4 BATHROOMS,AND CONCRETE BOARD IN SHOWERS AND TUB SURROUNDS NEkq WOOD DECK: 15 15 7� 14 INSTALL NEW TIM5ERTErH DECK PER PROJECT: MANUFACTURER'S SPECIFICATIONS. NEW GUTTERS: ly LEE IS CUTTERS To BE b" 1/2-ROUND BLACK METAL. LOCATED WERE INDICATED IN PLAN WITH MATCHING DOV4N5FOUTS RESIDENCE F.J. A5 PER PLAN 2 F.J. A5 PER PLAN 200 BEEBE DR CUTCHOGUE, NY 11935 -7 DRAWING TITLE: kII o BUILDING SECTION POOL SECTION I j f7 !L PAGE: _T F.J. AS PER FLAN'&mm&MW&�� oo� moo /T T_ DATE: 08/09/22 12 OF 19 46"_ _7� I A d L�j d I F1 R El -d H I I I I- I I--- ---I I I 11 F-1-- 1 I -H -H A H + 4 1- + + 4 + 4 4 . . . 4 1 . . . . . . . + + + + + + + + + + + + + . . . . . . . . . . . . . . . . + + f + + 4 4 . . . . . . . . . . 4 4 . . . . . . . 4 + 4 . . . . . 4 + + 4 + 4 1 + 4 + 1 4 + 4 . . . . . . . 4 + 4- + + . . . . . . . . . . . 4 . . . . . . . . . . . . . . . + . . . . . . . . + + + + + + + . . . . . . . . + + -4 + 4 4 + + + + 4 . . . . . . . . + + + + A + 4 + 4 + + + + + . . . . . . 4 4 + + + + 4 + + 4 A + A + 4 4 + 4 4 . . . . . . . . . . . . . . . . . + + + + + + 4 + + + 4- 4 . . . . . . 4 + 4 + 4- 4 4 . . . . . . . . . . . + + + tt + _t + + 4 4 4 1 + 4 + 4 4 + + + + . . . . . . . . . . .. + + 4 . . . . . ox 0 3,-14 do + + + 7 1 1 EIA51 BUILr7)INO SECTION B-B SCALE: 1/4" = I'-C" Q C) LL1 y II FLOOR SYSTEM AS FLOOR SYSTEM AS Ljj NOTED ON PLAN NOTED ON PLAN w NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM Q ' WELDED TO COL.;SEE AS NOTED ON PLAN WELDED TO COL.;SEE AS NOTED ON PLAN 12� C N GAP PL. DETAILS GAP PL. DETAILS NEN WHITE DUROLAST EPDM ROOF NEN WHITE DUROLAST EPOM ROOF u) O MEMBRANE(OR EQUAL);INSTALLATION, MEMBRANE(OR EGUAL);INSTALLATION, Q) (Q NEW 3-1/2" O.D. 5GH 40 NEW 3-1/2" O.D. 5GH 40 LAPPING OF SEAMS,AND SEALING OF LAPPING OF SEAMS,AND SEALING OF 0 w T- T- NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. EPOM MEMBRANE AS PER MANU. ALL ED6ES OF ROOF NOT PROTECTED BY EPDM MEMBRANE A5 PER MANU. ALL EDSES OF ROOF NOT PROTECTED BY WELDED TO COL.;SEE (ASTM AI23) AS PER WELDED TO COL.;SEE (ASTM AI23) AS PER SPEG.S.PITCH TO GUTTER. COPING REQUIRE 6ALV.DRIP STOP EDGE. SPEG.S.PITCH TO GUTTER. COPING REQUIRE 6ALV.DRIP STOP EDGE. N � 0 BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BASE PL. DETAILS FOR m LL FOUND. PLAN BY SIMS ��� oR BARRIER DoNNSPovrs YBeAPPED IN VAPOR BARRIER I BOLTING !'I STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) DRAIx a PERIMETER of RooF INsuLATION O NEN J'THK.PLYWOOD 2x4 NEN J"THK.PLYWOOD •� ROOF DECKING OVERFRAMIN6 NEW 4' P. NEW 4" P. s�4 ROOF DECKING O N PROVIDE GOLD JOINT a BOTTOM of PROVIDE GOLD JOINT � GONG. SLAB GONG. SLAB NEN I•THK.RI61D INSULATION SLOPE PARAPET NEN I•THK.RI61D INSULATION � � (� AT GONG. SrAM5 (TYPJ AT GONG. SEAMS (TYPJ ADHERED To DECKING GAP ADHERED TO DECKING 6ALV, =3 IUD 2x4 — - -- - EDGE DRIP-STOP 0 O lL n ° ^ a PARAPET -t N % RIM ^ 1 f� 0 Ll OG A WARD Q FASCIA j u •.: --� " .� ' / J rV li ° . _ _ '. NEW�'THK.GYP.BD.J /v- NEW T}fIC.GYP.BD. 4 GRAVEL BASE If ^ -^I -- - %NEW (3) #5 HOR. 4" GRAVEL BASE __--_-- --- --- - , ' �BLocKIN6 �, I t \ F a - --• PROVIDE INSULATION BETkMN CAVITIES 1- ;, REBAR UPON (3) #5 `_ - COMPACTED FILL PER ENERGY TABLE(1lHEN APPLICABLE) 6ALV• PER ENERGY TABLE(WHEN APPLICABLE) ---- — ----- : ^ I; ------ HOR. REBAR (6 TOTAL) NEW #5 HOR. REBAR PROVIDE INSULATION BETWEEN CAVITIES % NEW 36"x36"x18" �_ r DRIP-STOP (5) ROOF RAFTERS As NOTED ON PLAN J EDGE ROOF RAFTERS A5 NOTED ON PLAN DEEP P. GONG. PAD -^ DEEP P. GONG. PAD . -- UPON (5) #5 HOR. FTG. (MIN. 4,000 P5I) I-- -i_--,--_I--L_-_..I_---� COMPACTED FILL FTG. (MIN. 4,000 PSU ' REBAR (10 TOTAL) • — U11 � STEEL COL. i$ 24II x24 N 12II FTO. DETAIL STEEL COL. I$ 56 II x5 II x 18II FTO. DETAIL m A-401.00SCALE: 3/4" = I'—O" A-401.00 SCALE: 3/4" = I'—O" 4 FLAT ROOF DETAIL FLAT ROOF DETAIL © ATRIUM 811 A-401.00SCALE: 5/4" = I'—O" A-401.00 SCALE: 3/4" = 1'—O" -� II 211 PROVIDE BEAM 811 U SPLICE CENTERED y41I ABOVE COL. WHEN BOLTS (PREDRILLED) NOTED ON PLANS z < �U 3-1/2" O.D. 5GH. 40 HOT DIP GALV. 5TL. COL. --- --- — �_ \v (ASTM AI23) AS PER = I I VJ PLAN WELDED TO PL. lI� I r &"x8"x3/8" THK. 5TL. BASE PL. tQ HORIZONTAL REINFORCEMENT OF FOUNDATION WALL5 O (4) 1/2" HOOKED ANCHOR PROVIDE STEPPED FOUNDATION WALLS 6'-0" OR GREATER IN HEIGHT WITH BOLTS EMBEDDED INTO 3/8" THK. PL. �41I ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: FOOTING MIN. 4 3/8" THK. H.D. NEW W #4 CONT. HOR. REBAR 6'-8": #4 REBAR ® BOTTOM, MIDDLE, d TOP OF ALL (3 TOTAL) W OVERSIZED 51a" II GALV. PL. ® TOP d BOTTOM of >8': #4 REBAR ® BOTTOM,MIDDLE THIRDS, d TOP OF WALL (4 TOTAL) WASHER AND END NUT SETUP 2 NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) WALL (MIN. 4,000 PSI) -- - - ----- - -- NEW #4 VERT. REBAR ® 4511 O.C. OWEVER, WHEN BASE PLATE 'A' GAP PLATE A .G. (TYP);NEW FOUND. WALL GRADE ABOVE FTG. EXCEEDS 6-0% INCREASE TO FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE #6 VERT REBAR ® 24" O.C. LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE NEW#5 HOR. REBAR DIMENSIONAL LUMBER OR 5.25" WIDE PSL SPACED VERTICALLY n �__ < C-=�1=====----==--- --==�___________=----- ---- O.G.;DRILL d -�a-====a ° II ° d " ------------ 1211 _ EPDXY PIN 4" INTO II° ° n II " a GRADE STEEL COLUMN CAF I$ BASE PLATE DETA I L5 ADJOINING FOUND. ly WALL USING QUIKRETEA-401.00 " _ i " HIGH-STRENGTH ° ' n Nii , ° ° n °° 1 SCALE: 5 — 1'-0" ANCHORING EPDXY (OR EQUAL) it. n° II II PROVIDE 3" (MIN.) GONG. COVER - -- II ° ° II; n 4 I I I I I I n OF ALL REBAR WITHIN P. CONC. ---__ II e ° ° II II FOUND. WALLS b P. GONG. FT615. PROVIDE STRAPPING d NAILING „ AS PER CONNECTION 'D' IN - MIN. ,II •� ° ,. ° II � � "TYPICAL NAILING/STRAPPING II ° PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, ° ° II < SHEAR, d LATERAL RESISTANCE" II r. II 9 11 II BETWEEN CAVITIES PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. 2'-O" LAP (WHEN APPLICABLE) (Tl'P.) ° ° ° •r _ IJ n ff FLOOR SYSTEM AS " NEW (2) 2 xb" P.T. SILL PLATES °° NOTED ON PLAN UPON SILL SEAL TERMITE SHIELD UPON COPPER -----------t---#----r C= _< II �� ° ° ° ° L NEW#5 HOR. REBAR n 1 (3 TOTAL) - DRILL d a °II, = 1L--- -=------'-�I-=-- II<° Q _{�__ -----a------- u-6 - NEW #4 BENT VERT. REBAR 2 -- - I EPDXY PIN b" INTO IL ° __ ° II ® 24" O.G. HOOKED O IJ- � NEW 5/8"� HOOKED ANCHOR ------- I __ I ADJOINING FTG. ° I I °y I I II II BENEATH HORIZ. REBAR V BOLTS ® 311" O.G. W/ 3" SQUARE ----------- -- ° ° ° -- USING QUIKRETE II °II II . WASHER d ENDNUT I! HIGH-5TRENOTH ° II ° n , "° II n ° II II ° i II 4 ° " n^ ° ° II 11 °d ° - NEW 24" WIDE x 12" DEEP. ) ANCHORING EPDXY " II II Il II _ P. GONG. STEPPED FTG. --- - - - �I-- (OR EQUAL) °=II-`11 °---= p �- =n---- (MIN. 4,000 PSI) i-z ------ -- f - -I if--11=---. II ° ui 11 °. ° I I ° s NEW#5 HOR. REBAR 0 #5 REAR (TYP) Q I I I ° II a II ° II ° V.I.F. NUMBER OF STEPS REQUIRED (3 TOTAL) #5 BENT I I I m _ ==m= ___ _ ° ° PROJECT: I I PROVIDE 3" (MIN) CONC. (COVER ° GRADE REBAR (TYP) b I I OF ALL REBAR WITHIN P. GONG. II I I FOUND. WALLS a P. GONG. FT6'S. NEW FTG. MIN. 3' MIN. L E E I ° '-0" RESIDENCE I PROVIDE 3" (MIN) CONC. COVER I - OF ALL REBAR WITHIN P. GONG. FOUND. WALLS d P. GONG. FT6'S. PROVIDE 5TRAPPIN6 d NAILING If AS PER CONNECTION 'D' IN #6 HOOKED VERT. 1 - 200 B E E B E D R REBAR® 24 Q.G. ° , , - 8 STFDFOUNDATION DATA I L TYPICAL NAILING/STRAPPING I ^ REQUIREMENTS FOR UPLIFT, A-401.00 SCALE: 3/4 — 1'-0" CUTCHOGUE NY 11935 SHEAR, 8 LATERAL RESISTANCE" �, _ s ON PAGE 6-003 ® EA. STUD. it - ' - - CORNER CONNECTION DRAWING TITLE: NEW (2) 2"xb" P.T. SILL PLATES ASPHALTIC DAMP II � � I - ---- - 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER PROOFING TO II - TERMITE SHIELD EXTERIOR DESIGN DETAILS 6"xb"-10x10 W.W.M. $ETWEEN (2) #6 VERT REBAR EXTENDING CENTER d UPPER� OF SLAB It —_ #5 REBAR (TYPJ 2'-O" LAP TO TOP OF FOUND WALL, SECURED IN PLACE DURING POUR NEW 5/5"0 HOOKED ANCHOR jl I j I (TYP) DIRECTLY BENEATH STEEL BO ® 31f" O.G. W/3" 50UARE COLUMN BASE PLATE,PO5T ° 'I I I I. a•a PROVIDE 3" 6 MIL POLY I:. I - ' PR (MIN) GONG. COVER WASHER d ENDNUT I I BASE, OR BEAMS AS INDICATED OF ALL REBAR WITHIN P. GONG. MOISTURE RETARDER P. GONG. FOUND. WALL 1 ; l - Z Q- i ------- - ---t --------- ON STRUCTURAL PLANS d I I )I ° FOUND. WALLS 4 P. GONG. FTG'S ° ° (MIN. 4,000 PSI) = N' .-ri : 1 GRADE II m 0 = - -- - --4--�---} (2) #6 BENT REBAR PAGE: 11 I i ° - : ---- " II If :. r4" GRAVEL BASE J- - _ II -8" -I - I #4 H CONT. REBAR® Ii -' !-I i-- I II I I I P. GONG. WALL AS OR. II ° I II I I I I a PER DETAILS 11 i TOP, MIDDLE THIRDS, d #4 HOOKED VERT. REBAR ® 48" O.G. BOTTOM OF WALL (4 TOTAL) 0 in 0` 0 -- -- — II CS i I I I pl I pa" I 4 (5) #5 HOR. REBAR UPON (5) #5 HOR. II I II. I II II II #4 HOR. CONT. REBAR ® TOP 8 -,- 11 - ,- -, I REBAR RUNNING PERPENDICULAR WITHIN 1111 I BOTTOM OF WALL (2 TOTAL) I I I = O_.--z- i I i• I I I' ENLARGED P. GONG. PAD FTG.;PROVIDE °° . 111 I ►,° P. GONG. CONT. FTG. I� 0 I I I! ADDITIONAL REBAR BESIDE CONT. HOR. I I I I - DATE: O8/09�22 II„ j (MIN. 4,000 PSI) n I j - Q j REBAR FROM GOVT. FTG. AS REQ'D. III I 1 r `� P. GONG. FOUND. WALL ° I - - 13 0 F 19 -- -- ; - ' I I - i �-- p - I I � Q I I I I, #5 SENT (MIN. 4,000 PSU -_-- -' (3) #5 HOR. CONT. REBAR II I REBAR (TYP) — P. GONG. CONT. FTG. _\ II ff. __..._----_-- __.__ I 4" P. GONG. SLAB l� I ry I n a 111, -- (MIN. 4,000 PSI) —— I I lid °°i < l ull l - -- - j (5) #5 HOR. CONT. REBAR I. -- - I I I - I I I -- - - ° 11 I I ��D ARC �-J P' I I --- -- 1 �� - I ��� � Jam•, JI - ll II 'tf' GONG. CONT. FTG. MOISTURE RETARDLY d _O : - ° -- --- AS PER DETAILS 5. > i i b MIL PO ER ° ° ---------------- .nye I I ------ 1 ------ - -- - — " " �L I; a,i 1, _ 4 GRAVEL BA5E - i - PROV. GLEAN / --- I �- �_._.'__ I I I - i # - 36"x36 x18 DEEP P. GONG. PAD m I _'_. I I --__- I PROV.IGLEAN i I I 3 3' (3) 5 HOR. CONT. REBAR FT6. (ENLARGED PORTION OF P. I _ - -- COMPACT FILL 2 O COMPACT FILL ' --- I WITHIN P. GONG. GOVT. FTG. AS GONG. CONT. FTG) (MIN. 4,000 PSI) �; Y - f I -- --- I IT' PER DETAILS;COORDINATE III I 1 ! I - I I ( I -, ! T CONNECTION LAYOUT WITH REINFORCEMENT -y7� 74� � WITHIN ENLARGED PAD FTG. r4�\Q� FOUNDATION MALL DETAIL FOUNDATION MALL DETAIL - REBAR OVERLAP DETAIL ENLAROED CONTINUOUS FOOT I NO DETA I L A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" A-401.00 50ALE: 5/4" = 1'-0" PERMAGAST COLUMN AS PER Q PLANS; INSTALL AS PER MANU. SPECIFICATIONS 0 _ W W . .. ,. n GRADE J 12"(P '50NOTUBE' FILLED 11 II HEADER AS PERMAGA5T COLUMN AS SOLID w/P. GONG. II II Q SECURE HANDRAIL TO WALL ON AT LEAST ONE {I II .. N SPECIFIED ON PER PLANS; INSTALL AS (MIN. 4'000 PSI) SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.s; • II 11 ° � PLANS AND NOT PROJECTING MORE THAN 4142" INTO PER MANU. SPECIFICATIONS O STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT 'T- PITCHED H HANGER BY III z — (2) #5 BENT REBAR METAL '51MP50N' oR EQUAL FIRST FINISHED FLOOR o - -- --- - - NEW 24"x24"x12" DEEP P. GONG. PAD �JJ-LL�•- .�[ N P05T BASE PER MANU. FTG. (MIN. 4,000P51) >1U \ SPECIFICATIONS •'�==-Y i=�_ •• C :3 CO 0/2" MIN. SPACE BETWEEN NEW (3) #5 OR. O O -�--+ c- WALL AND HANDRAIL \ FINISHED STONE HORAREBAR(b TOTAL) C C) 0 \ 9/4" PINE RISER Q O \ 4" GONG. SLAB 5/4' PINE TREAD STANDARDS FOR O RI FFABLE HAND RAIL SCALE: NTS =�X O GROSS SECTION d ��\\j/\\� 12 FERMACAST COL. FAD I=TC- . DETAIL _ IN. z HANDRAIL CIRCULAR NON-CIRCULAR BACKFILL A-402.00 ° I ROUNDED N051NO �0�� CLEARANCE GRADE i ` w/Y4" RADIUS \\//\\// OMPAGTED SCALE: 5/4°tu ( ' ` MOT INCLUDED IN / d ^ j//\l//\�. EVERY 6" TREAD DIMENSION) 4"-6J/4 \\j -- - V2" EXTEND FOUND. WALL 8 FTG. AT MIN. / �4 -2 / / MAX. / \�\\\ COL. PER FOUND. PLAN;PROVIDE / / METER / a /.�/ // / ADDITIONAL (2) #5 VERT. REBAR PERMAGAST COLUMN AS PER \j IN CONC. WALL BENEATH COLUMN PLANS; INSTALL AS PER MANU. • d (1) #5 HOR. REBAR IN SPECIFICATIONS am Wj ENLARGED FTG. ry \\ v / / / ^ \\� la"P '50NOTUBE' FILLED EUXTERIOR MA50NRY DECK SOLID w/P. GONG. I IICD ` O . WALL d FTG. A5 PER (MIN. 4,000 PSI) ` \ DETAIL X/A-XXX INeER5 a H/R-21 INSULATON,SIF UNDERSIDE 15 FACING �t / / / d --- II- STORA6E/NON-HABITAL SPACE / / / (4) #5 BENT REBAR z C0\/FRED FORCM FOUNDATION DETAIL ' � y2" GYP. BD. ` NEW 36"x36"xlb" II II . STORAOE UNDER A-402.00 SCALE: 3/4" = I'-O" DEEP P. GONG. PAD (WHEN AFFL I GALBE) FT6. (MIN. 4,000 P51) PRE-FAB. RAILING w/REOUIREMENT5 AS PER PLAN. RAIL SHALL HAVE CAPACITY TO RESIST 200 LBS OF ,k3" ,� NEW (5) #5 HOR. REB TREATED 2"x12" SILL FOR CONTACT LATERAL LOAD. MATERIALS SHALL REBAR(10 TOTAL) BE ONE OF THE FOLLOWING: HOT. w/GONG. (IF APPLICABLE) DIPPED 6ALV., EPDXY PAINTED 5TL., EPDXY PAINTED WROUGHT IRON. BASEMENT -- - - - - ---- -- -- BEND REBAR ATTACHMENT AS PER RAIL MANU. TO SLAB I PERMACAST COL. FAD I=T(5. DETA I L NOTE. A-402.00 50ALE: 5/4" = I'-O" ALL P. GONG. SHALL 4" P.GONG.SLAB w/ BE 4,000 PSI (MIN.) r�=�_ b"W-10/10 W.W.M.UPON -- — COMPACTED FILL (IGONT. ®SAR TOP I I. \/\\\\\ o #5 REBAR ® 36" O.G. INTERIOR ^OOD STAIR D�TAIL i COMPACTED FINISHED A-402.00 SCALE: 5/4" = 1'-O" W THK. P. n ° /\%\' C RADS \ \ \ FILL GONG. WALL IIIb / #5 BENT REBAR 1 I J I =v \\\\/\\\; a 561, O.C. EXTERIOR SHEATHING (1) #4 REBAR a 11.11 / /\\. CONT. ® BOTTOM 11 II ° /\/\ IS" WIDE x 12" DEEP ji u1 \ \ rn SIDING MATERIAL - I /\/\ ,n \ P. GONG. FT6.BUILDING PAPER d HOUSE WRAP II °° \\/\\/\\/ - - TO FULLY OVERLAP FLASHING w ill c JJ _ STUD WALL GAP FOR (3) #5 HOR. I I v - - ---- -- O O I o � I DRAINAGE REBAR a - 5/4"xb" COMPOSITE a •'° "Z FLASHING DEGTION/bETAILON PLAN/ 13 " a a GRAVEL - - - -- --- :o - r- v '♦ v� - I r; \, LASHING I� EXTERIOR MASONRY DEC.< DETAIL a I II DRIP EDGE P.T. DECK J015T - �-F /; COUNTER A5 PER PLAN A-402.00 I -� (1) P.T. 2"x TO MATCH DEPTH OF �; FLASHING SCALE: 3/4" = I'-O" m a pR It�O PROJECT: INTERSECTING JOISTS FASTENED w/(2) _ .- -- - . -- ---_ -- - - 5ASEMEI`1T 5/5" 0 x 5" LONG HEAVY DUTY GAL. LAG BOLTS ® I6" O.G. INTO MUD SILL 6 METAL GALV. JOIST HANGER L O O R ° ° L E E RIM BD.;WHEN 0 FOUND. WALL FASTEN I BY 'SIMPSON' (OR EQUAL) w/(2) 5/a"(P x 5" LONG APPROVED EA. J015T NOTE: MASONRY ANCHORS ® 16" O.G. 1. IF FINISH MASONRY USED (SUCH AS RESIDENCE "Z" FLASHING BLUESTONE) - MA50N TO ADJUST a H6HT OF LANDING AS REQ'D To 4"P.GONG.SLAB STUD WALL ACCOUNT FOR FINISH MASONRY 1" H/6x6 10/10 HW UPON COMPACTED < 2. ALL HORZ.5URFAGES SHALL BE PITCHED (TYP) FILL ® 1:48 AWAY FROM BUILDING � 200 BEEBE DR LSDC R CONNECTION DATA I 5. FOR SLA55 ABUTTING FRAMIN6,IN5TALL REBAR BENT TO _ -402.00 l�Ii I `tDOr Y `I LL D T (L CUTCHOGUE, NY 11935 L COPPER FLASHING FROM 12' ABOVE AND SLAB AS SHOWN • —�-= ° ` A-402.00 ADJACENT TO SLAB, BED ALL FLASHING a \\\\\\�\\\ z 50ALE: 3/4" = I'-O" IN ASPHALTIC MASTIC `r° SCALE: 1" = 1'-O" u Z w ''° / ///// // ----- - -- ----- -- --- -- - -- - - o a '. \� j\\j DRAWING TITLE: z 'N %3 SEAL PENETRATION To DESIGN DETAILS 5/4"xb" P.T. U1 i DECK BOARDS P.T. DECK JOISTS AS (1) #4 REBAR ® EA. c ,� �° ° MEMBRANE\/�\ \/\/ BADOr-UTILHITHITY CANTED NOTED ON PLANS - O J STEP;3" CVR a ENDS \�\ BEAD of urluTr cEMENr 1u Ut O P %\/\ �\ '\/\/\/\/ 'STRIP-IN"FLANGE WITH / � STAINLESS STEEL Z DRAwBAND SET IN SBS MEMBRANE SET IN 5/4" x REQ'D Q v 4 MIN. 4" BETWEEN EDGES OF URETHANE SEALANT 4 urlurr CEMENT SIMPSON GALV. H2.5A O I-I/2" SQUARE BALUSTER ° �i \//\/\/ \//\//\�/\//\// FLASHIN&SLEEVE ry 4'FLANGE PRIMED AND HEIGHT P.T. RISER 0 6 \ \ \ \ \ \ \ \ \ SET OVER ROOFING ° ° HURRICANE TIE (OR EQ); (STYLE TO SELECT) 10" \//\ /� � \ \ 22 GA.OALV. MEMBRANE IN j"LAYER 5/4"xb" P.T. - WHERE FLUSH BEAMS MIN. \/\/\/ COMPACTED /\/\/\/ RAIN COLLAR PRESENT,SUBSTITUTE — i \\/\\/\\/ \ \ \ of urlLlrr CEMENT PAGE: DECK BOARDS \ a �° FILL i ------- NEW WHITE DUROLAST EPOM ROOF 2"x BLOCKING ® EA. SIMP50N 6ALV. LU52a X a• ��i < STRINGER TO MATCH SIZE HANGERS m x�r // // // / / // // // // �f MEMBRANE(OR EQUAL);INSTALLATION, \\\ \\,\\\,\\\,\\\,\\\ \\ \\ \\ \\ \\ \\ LAPPING OF SEAMS,AND SEALING OF / / // // // //, // // £PDM MEMBRANE AS PER MANU.SPEG.'5. VIA Ar IR OF P.T. DECK JOISTS SIMPSON GALV. RPBZ POST 2"x4" KEYWAY i- a iii. /\\/\\/\\O.G. (MIN. 3) \\ \\ \\ \\ \\ \ PIrcH TO GUTTER. BASE ® EA. POST (2 PIECES) ����.1 ° 409!f= MOA 5/4"x&" BOARDS •° . . •,;% '/'//jX j\/j\/j\/j\/,\j j�/j�/j\/j ADHERE TO R16112 EINSULATION BLOGKFASTEI INGT(MIN. b INOER TO 6RADE / \ j\/j \ \X/ NEN J'THK.PLYP40CV h FASTENERS) #4 REBAR CONT. ��' \% �\/\ \\/\\/\\/\\/\\/ NOTE: \/\/\\/ I`MIN. MIN. �/i 4" 4' ROOF DECKING ti / / / / / / / ITYP� V ® ID" O.G. (MIN. 3) ? \�//\\/\ j\ \ \ \ \ \ \ \ \ \ \/\/\/\/\/\ ALL P. GONG. \/\/\/ - ��_�_•_- - DATE: 08/09/22 14 OF 19 2"x12" P.T. 5TRINCER5 ® 16" 11 �// // �Q\ SHALL BE -- --- - 4" THK. x a" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® P.TJWOLMANIZED SEAM (U #4 REBAR GOVT. II ° \/\\/ ti \/\/\/\/\/\/\ 4'000 P51 (MIN) \/\/\/ \ \ \ \ \ \ \ \ \ \\ \\ \ OF STAIR P. GONG. PAD I" EA. STAIRWAY) PPER PLAN j AS NOTED ON PLANS #5 BENT REBAR ® 12" O.G. I J /\\\//\//\//��/� �/ \/�;/�\//\�/\//\ z I \/\ \% \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ (1) #4 REBAR CONT. // // / \\/\\/ \� - 2"x6 P.T. BLOCK IN BETWEEN - - t \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PROVIDE INSULATION `tZ�D�Af NOTE: I / / / / / / / / / / / / / / / / / EA. STRINGER. FASTENED TO X ALL DECKING SHALL BE FASTENED PERMAGAST COLUMN A5 PER a" THK. P. GONG. WALL i ° / // // //\// // // // // // // // // // // // // /� BETr,£EN CAVITIES PER 2" NEw TMKBD G� �� P. GONG. PAP w/ 19/64" x m Q PLANS; INSTALL AS PER MANU. - 11 \\ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ENER5Y TABLE(WHEN H/COATED DECKING SCREWS BY \/ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ APPLICABLE) MIN. PROVIDE 24 GAGE 6ALV. 3-I/2" CONCRETE SCREWS BY r SPECIFICATIONS d PLACE BEAM la" WIDE x 12" DEEP / / \/ "GALIBURN" (OR EQUAL) - MIN. DECK MATE (OR EQUAL) TO ENSURE CONCENTRIC, LOADING IL 9 \/ \/\/\/ \/\/\/ STEEL ROOF coNr�croR P. GONG. FTG. 1 /\\/\\/\\/\\/\\/\\/��\\/\\/\\ \/\\/\ RO�FTERS� PER NYC,1968 BG 2T-B i0 (5) SCREWS PER BLOCK O" MIN. // // // r (2) *15 HOR. REBAR ° \, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ PROVIDE 2"MIN.CLEARANCE£FROM FLUE TO y / / / / 'ABES •FF2o0 NS FOAM COMBUSTIBLE MATERIALS.CONTRACTOR TO V.IF. 1 r GRADE - GRADE °71— • \//\\//\\//\\//\\//\\//\\//\\//\//\\//\//\/\/\j\/\/ EXPANDIOR EQUAL) CLEARANCE REQS PER FLUE MANU.SPEG.S. - 1. '17 413 OF NV41 x EXTERIOR OR 1�IOOD DECK DETA I L I� EXTERIOR MOOD STAIR DETAIL �� EXTERIOR MAS0NRY STAIR DETAIL Get I MENY/SLAT ROOT= DETAIL A-402.00 SCALE: 5/4" = 1'-0" A-402.00 ISCALE: 5/4" = I'-O" I A-402.00 SCALE: 5/4" = I'-O" A-402.00 SCALE: 5/4" = I'-O" 5ENERAL`FERAL 5 I M50L E%r : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 9 WOOD FRAME (L.G. STL. WHEN APPLICABLE) W I \ EXISTING TO REMAIN y, J 1 O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL l 5TL. WHEN APPLICABLE) �� Q :}' N NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL w Lo O WOOD FRAME (L.G. STL. © P05T FOR 4 WALLS O 0) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � � O P05T FOR 6" WALLS), U.O.N. +, NEW 2-HR FIRE RATED 0 O C Z WOOD FRAME (L.G. STL. _ � WHEN APPLICABLE) a' •0 - N >1 :2 0 STRUCTURAL PLAN NOTES POST +! COLUMN DESIGNATIONS: O POSTS b COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O +� r AS FOLLOWS. NOTE THAT THESE DE516MATIONS DO NOT IMPLY SUCH MEMBERS ARE NOT NECESSARY EL5EWHERE,AS 5PECIFIED �-+ O - O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD 0 � SINGLE SPAN STRUCTURAL MEMBER: 0 0 4 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENT5. n ABOVE INDICATED POSTS. W OSTACKED POST/COLUMN: M---E� (2) 2"x4" POST B2 (2) 2"xb" P05T LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. OROOF ANGLE BRACKET (TYP.): 0--a (5) :2"x4" P05T B3 (3) 2"x6" POST 3 ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1,500 LB5; ATTACH TO MIN. (2) 2"x6" P05T(UNLESS LARGER MEMBER A4 (4) 2"x4" POST ®---f54� (4) 2"xb" P05T REO'D PER MANU. SPEC.'S) OSTAIR PLATFORM FRAMING U • 4"x4" P.T. POSTS ALIGNED w/HALF-WALL TO SUPPORT �`� (5) 2"x4" POST B5 (5) 2"xb" POST (2) 2"x8" P.T. DROPPED BEAM. • (2) 2"x8" DROPPED BEAM BOLTED TO PERMAGAST 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 COLUMN w/(4) �" H.D.G. THRU BOLT5;BEAM TO .__I I STL. COL. (ASTM (��n� STL. 001- (ASTM CANTILEVER EQUALLY 12" ON BOTH SIDES OF COLUMN "- -1 A123) BY SIMS LJ A123) BY 51MS I • DBL. D.J. ® STAIR STRINGER CONNECTIONS STEEL (OR EQ) STEEL (OR EQ) STRUCTURAL PERMAGAST COLUMN (8,000 L55): STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 5,000 L55 LOAD SEARING CAPACITY. BEAM PLACEMENT SHALL ENSURE CONCENTRIC, LOADING OF POURED CONCRETE AND STEEL REINFORCEMENT NOTES: COLUMN, AS PER MANUFACTURER SPECIFICATIONS. U STRUCTURAL PERMAGAST COLUMN (14,000 L55): I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 5B 5TRUGTURAL SQUARE PERMAGAST COLUMN w/MIN. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I 14,000 LBS LOAD BEARING CAPACITY. BEAM DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PLACEMENT SHALL ENSURE CONCENTRIC, LOADING OF COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION ° r n SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR c 6B 6B 6B J ® PERMAGAST COLUMN FOOTING (CONT. FTG.) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER PERMAGAST COLUMN UPON EXTENDED FOUND. WALL 3 FTG. ENCOUNTERED. - - -� WALLPROVIB NEATHDE ADDITIO (L. 4N) #5 VERASE HORS AR ONTAL IN CONC. f;MBFOUND.I3p - - - (__ J, . I © ❑X . POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. X I GONG. FTG. BY AN ADDITIONAL (I) #5 REBAR. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT SEE ALSO DETAIL II/A-402. � ' 12 I5 !I g I I I_ ___ _1 L J PERMAGAST COLUMN FOOTING (PAD FTG.) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. 6B PERMAGAST COLUMN UPON 12"4P P. GONG. 50NOTUBE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 6 UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER CARBON STEEL ASTMA615 GRADE 60. HAM FOR 5LAB5 DO NOT DETAIL 12/A-402. NEED TO BE EPDXY COATED. PERMAGAST COLUMN FOOTING (PAD FTG.) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 1_ -- _ - _ -- - -- - - -- - - - -- - -- - - - - - - - - -- - - -- - -- - - - 6C, PERMAGAST COLUMN UPON 15"4P P. CONC. SONOTUBE SHALL BE STAGGERED. I I I _ UPON 36"x36"x18" DEEP P. GONG. FOOTING AS PER u I a DETAIL 13/A-402. '7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN -- - - - _ - -(2) 2"xIO" -- -- - - - - - - - - - (3) 2"x1O° _ - - T_ )2°x1o" PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, j� PAD FOOTING COVERAGES,AND PLUMBNESS. I \F- D FLUSH HDR FLUSH HDR FLUSH HDR D D 1A 24"x24"A2" DEEP P. GONG. PAD FOOTING I ID II 14 AS PER DETAIL I/A-401. 8 CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT PAD FOOTING OTB 36"x36"x18" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. •° ( I I I I I GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE ® HOLDOWN (IST TO 2ND FLOOR): I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - 7 6 HOLDOWN 'A' AS PER PACE 6-003 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE ILO q LL HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. HOLDOWN (FOUNDATION TO I5T FLOOR): 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. © I N ® N ® N HOEDOWN 'D' AS PER PAGE 6-003 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL J 10 IO 1'\14 j NEW REINFORCED P. GONG. SLAB CONFORM TO AGI 306. Oq I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/IO W.W.M. UPON I I I 11 2. b MIL POLY VAPOR BARRIER UPON 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / MASONRY 6'- b-O' b-O" 6'-�2" b-�2" 6'-�Y2" SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 65 PATIO ABOVE TB TB 3. 4" (MIN.) GRAVEL BASE TEMPERATURES WITHIN 10° F OF CONCRETE. G G 1 C 1 TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: I -- - I L 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. TA TA r -1 W 10x12 F- -1 W 10x12 � W 10x12 10 (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD REMOVE AS REO'D. a D (3) 2"x10 ( A 1'1 qq2-50 FLUSH Agq2-50 FLUSH Agg2-50 FLUSH r 1 d SILL SEAL FLUSH SM. w/ W FLANGE W FLANGE W FLANGE 6ARACE SLAB • ANCHOR BOLTS AS PER PAGE 6-003 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE - -� L - (3) 2"x10" I- -1 (3) 2"x10" F- 7 SIMP50N - _ _ ___ _ - - UNEXCAVATED • P. GONG. FOUND. WALL AS PER DETAIL UPON PERMITTED WHEN NEGE55ARY. I FLUSH BM. _ _FLUSH BM. HU210-3 HNGR • P. GONG. FOOTING AS PER DETAIL I a L I 13 13 N • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER - - - _ _ _ J _ _ = m ( Z j • B.O. FOOTING 3'-0BELOW GRADE MIN. AND SHALL BE WITHIN 10 F OF CONCRETE TEMPERATURE. TB I ?( I w • 1/2' EXPANSION JOINT® PERIMETER OF SLAB (WHEN G G O APPLICABLE) 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. r- -1 z • tc AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / -77-77, I 1 w _ -- - _ _ _ N z STOOPS (WHEN APPLICABLE) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE W IOA:; Agq2-50 C Q - PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 FLUSH N FLANGE n (2) LT5"xq.5" G.P. 2.0E FLUSH BM. w/ tL a - -- --- --- -- _ _ • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET 51MP50N U410 HANGERS ® FLUSH BEAM O FOR HEIGHT OF WALL # SLAB (WHEN APPLICABLE) (ASTM C4g4/C4g4M,TYPES G AND E). �I I JOISTS STRAPPED ABOVE lL n_I II 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GR055 SECTIONAL I °° BM. TO PROVIDE BEARING I _ IV (BENEATH STAIR WALL ABOVE) O Q N ® I { ----f--- TO WALL b POSTS ABOVE 3� N ij 10 dJ IS NEW 24"x12" DEEP P. GONG. CONTINUOUS FOOTINGS AS PER AREAS EXCEED ONE SQUARE INCH. I _ N ® z i? Vz m® I n q n I I w II DETAIL 5/A-401 AT GARAGE AND DETAIL 6/A-401 AT 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED U O �' 1'n6 g O O� (� I I Q BASEMENT. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE 5TRENGTH OF 500 PSI. NEW IS"x12' DEEP P. GONG. CONTINUOUS FOOTING AS PER x- 12 DRILLI dI EPDXY FIN 1(4" EMBEDMENT) FTG. d FOUND. WALL 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. I PROJECT: INTO ADJOINING FTG. # FOUND. WALL OF BASEMENT. D - - - - - - - - - - ENLARGED CONTINUOUS FOOTING 6 12 15 II 10 p 14 I L E E 13 I. ENLARGE CONTINUOUS FOOTING TO 36" WIDE x IS" / - _ _ _ _ _(2) 2"xIO"_ _ DEEP, CENTERED DIRECTLY BENEATH BEARING POINT _ - -_ __._ ._// l f PATIO ABOVE RESIDENCE OF POST S EXTENDING PERPENDICULARLY FOR 18" ON �a - - , `E�I D E E FL FLUSH HDR BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING (36" TOTAL LENGTH). 2. ENLARGED PORTIONS SHALL BE POURED - - - - - - - - - r -I -- - --- �- - - -- --- - -- - - - - - - - - -- - MONOLITHICALLY w/5URROUNDIN6 CONT. FTG. b WALL. _ - _ 3. TOP OF FOOTINGS SHALL BE FLUSH _ _ 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED IS L 200 BEEBE DR FOOTING TO INCLUDE: 12 - 15 • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. CUTCHOGUE, NY 11935 FTG;TH15 AMOUNTS TO AN ADDITIONAL (2) #5 REBAR FROM THOSE ALREADY PRE5ENT IN 24"A2" DEEP CONT. FTG. DRAWING TITLE: • (5) #5 REBAR ORIENTED PERP. TO CONT. FTG. b. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. CONC, FOUND WALL ABOVE CENTER OF ENLARGED FTG. PROPOSED STRUCTURAL PLAN "7. SEE ALSO DETAIL q/A-401. 5TEPPED FOOTING 14 24"x12" DEEP P. GONG. CONTINUOUS FTG. TO STEP AS NEEDED TO ALIGN WITH BASEMENT FTG. AS PER DETAIL 8/A-401. V.I.F. FTG. DEPTHS. 6C, 6C, 6C, 6C, TYPICAL CLOSED FOUNDATION 15 ® PORCHES / PATIOS: -- . I. 5EE NOTED DETAILS r I 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILEl Fx] 3. FOR SLABS IABUTTIN6 FRAMING, INSTALL COPPER NO ElI I ❑ I I I 5-:103"Loo FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC - - -' - J L I 4. PORCH/PATIO WALLS OF 5EPARATE POURS SHALL BE DOWELED w/#s ® 8" O.G. VERTICAL TO EA. OTHER a TO MAIN FOUND. FROPOSEI7 FIRST FLOOR STRUCTURAL PLAN DATE: 08/09/22 15 OF 19 5. PROVIDE 4" SHELF FOR SLAB BEARING ® DWELLING. TYPICAL LEDGER BOARD ® EXT. DECK: I6 I -O 1. (1) 2"x P.T. W. TO MATCH DEPTH OF JOISTS SCALE: I/41/4" = 2. SECURED w/(2) 5/8" (P x 5" LONG H.D. GAL. LAO BOLTS 6 Ib" O.G. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMP5ON' (OR EQUAL) ?, 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 3M. D �� BENT OVER TOP EDGE OF LEDGER BD. 5. SEE DETAIL 14/A-402. Z ,rte) { O•-1 IT BEAM POCKET (TYP.) W,i p TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 18 REO.'D TO ACCOMMODATE GARAGE DOOR CLOSURE (VERIFY DIM. IN FIELD) 'A17 Q SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS A55UME5 A SOIL BEARING CAPACITY OF 1.0 TON/5.F. GENERAL 5""rM50L <EY : �. Q EXISTING TO BE DEMOLISHED ,, NEH PARTIAL N WOOD FRAME (L.G. STL. WHEN APPLICABLE) Ld EXISTING TO REMAIN -�--jJ 0 --{ NEW FOUNDATION WALL NEW WOOD FRAME (L.G. t- i 5TL. WHEN APPLICABLE) \I C N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL G 0 u) WOOD FRAME (L.G. STL. POST FOR 4" WALLS �_ O r a-- WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 0 P05T FOR 6 WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. O •C Z Ir- WHEN APPLICABLE) 0 N STRUCTURAL PLAN NOTES P05T $ COLUMN DESIGNATIONS: POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O +� L0 AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY N �--+ O51NOLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED O O 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD -1-+ ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. C I 0 ABOVE INDICATED POSTS. OSTACKED POST/COLUMN: M_1t1 (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. OROOF ANGLE BRACKET (TVP): ®---R (5) 2"x4" POST B3 (3) 2-W," 1-05T 3 ANGLE BRACKET w/MIN. LOAD CAPACITY OF ISOO LBS; ATTACH TO MIN. (2) 2"xb" P05T(UNLESS LARGER MEMBER ED-H (4) 2"x4" POST ®--4B-41 (4) :2"x6'- POST REO'D PER MANU. 5PEG.'5) OSTAIR PLATFORM FRAMING 1111111--H (5) 2"x4" 1-05T �--� (5) 2"xb" POST v • 4'x4 P.T. POSTS ALIGNED w/HALF-WALL TO SUPPORT (2) 2"x6" P.T. DROPPED BEAM. n , • (2) 2"x5" DROPPED BEAM BOLTED TO PERMAGAST 3-1/2" O.D. 50H 40 5-1/2" O.D. 50H 40 ( COLUMN w/(4) �" H.D.G. THRU BOLTS;BEAM TO „__I I 5TL. COL. (ASTM (��n>� 5TL. COL (ASTM CANTILEVER EQUALLY 12" ON BOTH SIDES OF COLUMN "- -U AI23) BY SIMS I-J AI23) BY SIMS • DBL. D.J. ® STAIR STRINGER CONNECTIONS STEEL (OR EO.) STEEL (OR EO) • I STRUCTURAL PERMAGAST COLUMN (8,000 LB5): 5A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 6,000 L55 LOAD BEARING CAPACITY. BEAM PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF POURED CONCRETE AND STEEL REINFORCEMENT NOTES: COLUMN, AS PER MANUFACTURER SPECIFICATIONS. �./ STRUCTURAL PERMAGAST COLUMN (14,000 LBS): I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT L SB STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 14,000 LBS LOAD SEARING CAPACITY. BEAM DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF COLUMN,AS PER MANUFACTURER SPECIFICATIONS. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 2 IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 5A 5A Q ° 5A 5 5 ` ® PERMAGAST COLUMN FOOTING (CONT. FT&J ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER PERMAGAST COLUMN UPON EXTENDED FOUND. WALL $ FTG. ENCOUNTERED. 3.5"x11.25" LEVEL I HOLM. T_ � 3.5"x11.25" LEVEL I HOLM. T 3.5"x11.25" LEVEL I WOLM. PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. - _ _ F _ _P5L DROPPED BM. _ 1 PSL DROPPED BM.� _ PSL DROPPED BM. WALL BENEATH COL. E INCREASE HORIZONTAL REBAR IN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 3.5"x11 25" LEVEL I HOLM. u, GONG. FTG. BY AN ADDITIONAL (1) #5 REBAR. J v P5L DROPPED BM. V ! I L_ - I 0 SEE ALSO DETAIL II/A-402. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT Q Q � Q 0. W 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. PERMAGAST COLUMN FOOTING (PAD FTG.J O pv = � ® _ 6B PERMAGAST COLUMN UPON 12"(P P. GONG. SONOTUBE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED W � ® O- lo - x _ UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER CARBON STEEL A5TMA615 GRADE 60. HWM FOR SLAS DO NOT Q x x ® ___p-__-- __ x ® x r - - - - - - -- DETAIL 12/A-402. NEED TO BE EPDXY COATED. 5A n Q z ry Q ry Q I6 PERMAGAST COLUMN FOOTING (PAD FTG.) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 5.25"x11.25" LEVEL I HOLMANIZE.> PSL _ _� _ _ _ _ 6G PERMAGAST COLUMN UPON 15"0 P. GONG. 5ONOTUBE SHALL BE 5TA66ERED. DROPPED BM. (SUPPORT POST ABOVE) . - - - UPON 36"x36"x18" DEEP P. GONG. FOOTING AS PER - - DETAIL 13/A-402. -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN Q 2"x10" P.T. (3) 2"x10" HDR (3) 2"x10" HDR r� (2) 2"x95" (3) 2"x10" HDR - W (3) 2"x10" HDR (3) 2"x10" HDR PAD FOOTING COVERAGES,AND PLUMBNE55.PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, a D.J. ® I6" O.G. Q HDR D 7A 24"x24"x12" DEEP P. GONG. PAD FOOTING A5 PER DETAIL I/A-401. 5. GEMENT SHALL CONFORM TO A5TM G-33 FOR STANDARD WEIGHT 1 CONCRETE. 2- Q Q ( R 2 E 3 V Of0 W[p ~ = Qw 1 PAD FOOTING a 3 O I6 ( � �D Q N ~ O 36"x36"x16" DEEP P. GONG. PAD FOOTING - �II BAR -\ DRY SAUNA .o = <� AS PER DETAIL 2/A-401. - -- I N I L J' 1 �` 0. •p 16 GONCETE - GOLD WEATHER POURING $ CONCRETE MIXTURE _ x 0 b f S.F. 50 S.F. > 4 - - Nm� � I U ( /J I ® HOEDOWN (IST TO 2ND FLOOR): I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF --- N O v _O V )A ZOOM I �ttl HOLDOHN 'A' AS PER PAGE 6-003 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 1 Q O O L ra L r� HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. DEN 51 S.F. 0 ny O Nz Q l 2"x8" P.T. I iq 315 S.F. j m w PROVIDE " THK. TYPE "X" .0 W 5A x _ u SHEETROGK AT GARAGE m N 0. dJ - (� HOLDOWN (FOUNDATION TO 15T FLOOR): 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. D.J. ® dJ ® dJ ® f tL r-0. x O D WALLS AND CEILING -- HOLDOHN 'D' AS PER PAGE 0-003 N F z iv x 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL _ _) N = =L N m 6 NEW REINFORCED P. GONG. SLAB CONFORM TO AGI 306, F I -- 1 O f 0. r(L� I IN O I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 0.0. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND 3 2. 6 MIL POLY VAPOR BARRIER UPON n W SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO - - - �- = 3 3 3. 4" (MIN.) GRAVEL BASE TEMPERATURES WITHIN 10° F OF CONCRETE. N a 2"x10" P.T. 2 rr 2 t 2 2 O D.J. ® I6" O.G. s� TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 5. IN NO CASE SHALL CONCRETE BE PLACED ON TGE OR SNOW. n b A3 A3 A3 A3 2 GAR GARAGE 10 . (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD REMOVE A5 REQ'D. L Q 7-1 r -7 1 1 D (2) 2"xb" HDR L 564 S.F. D I 1 $ SILL SEAL (3) 2"x10" P.T. FLUSH BM. BM. BENEATH WALL ABOVE 2 ��- --- - - - - - - - - - - --- • ANCHOR BOLTS AS PER PAGE 6-003 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE G W 12x22 A442-50 W FLANGE FLUSH twi • P. GONG. FOUND. WALL A5 PER DETAIL UPON PERMITTED WHEN NECESSARY. -_--_ - -_ EXTEND PAST COL. TO UPPORT POST AOVE _ _ _ _ _ _ W 12x30 Ag42-50 W FLANGE UPSET BM. (FLUSH w/TOP OF F.J.) -K • P. GONG. FOOTING AS PER DETAIL - - D ALIGN TO PROVIDE BEARING SUPPORT TO WALL aF INDICATED POST ABOVE N • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER JL - E G i (2) 2"x6" y• FOOTINO 5'-0" I 2 I Q w • APPLIABLE)EXPANSION JOINT 0 PERI R OF SLA (WHEN 8. GO RE7ELSHALLBE I BE ALR ENTRAINED FOR GO' F OF CONCRETE LD WEATHER POURING. B3 Q IF F.J. ®' I6 I CO I 1 BA�WALLS I' 11F.J. ® 2 I 5(00 O.C. R� 1.15 xll.3?5' G.P. 2.0E LVL • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ - �I FLUSH SM. ® STAIRS w/ > 0 4. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE I6 - IAN SIMPSON ITS 1.81/11.88 HANGER STOOPS (WHEN APPLICABLE) In I ® 5UPPORTIN& FLUSH BM. -- - W ! - --- • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 V N n FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) (ASTM G444/G444M, TYPES G AND E). I o O O� \ LIVING ROOM 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL 0.' - V .p N -- AREAS EXCEED ONE SQUARE INCH. Q 5 N v FOYER NEW 24"A2" DEEP P. GONG. CONTINUOUS FOOTINGS AS PER 0 J: O x V I44 S.F. u1 II DETAIL 5/A-401 AT GARAGE AND DETAIL 6/A-401 AT a �n -j zLL = iv Q i B2 Q II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED - .0 _ (' x BASEMENT. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS j I c_v p Q ® � 0 a _ �y p; I r 1 ( I6 REACHED A COMPRESSIVE STRENGTH OF 800 P51. x z�, 1 R Q - - NEW 180x12" DEEP P. CONC. CONTINUOUS FOOTING AS PER iy 0. w cv -i n 12 DETAIL I-1/A-402 b OIA-402. = N 0 Q I= - DRILL a EPDXY PIN (4" EMBEDMENT) FTG. a FOUND. WALL 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. N O 3Q 1� A5 _ _(3) 2"x10" HDR_ _ m PROJECT; INTO ADJOINING FTG. $ FOUND. WALL OF BASEMENT. N T N II-7/6" TJI 230 2 - - II-'1/6" TJI 560 I n F.J. ® I6" O.G. F.J. ® 12" O.G. - - L E E ENLARGED CONTINUOUS FOOTING tr,_,> 2I. ENLARGE CONTINUOUS FOOTING TO 36" WIDE x 15" 3.5"x11.25" LEVEL I HOLM.DEEP,CENTERED DIRECTLY BENEATH BEARING POINT P5L DROPPEDBM. B3 (2) 2"x6" HDR (2) 2"x6" HDR j D B3 (3) 2"xb" HDR (3) 2"xb" HDR RESIDENCE OF POST d EXTENDING PERPENDICULARLY FOR 16" ON J BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING (36" TOTAL LENGTH). 5A 5 Y 2. ENLARGED PORTIONS SHALL BE POURED --- - - - - MONOLITHICALLY w/SURROUNDING CONT. FTG. $ HALL. J W I 1 - _ m 3. TOP OF FOOTINGS SHALL BE FLUSH W -i O FOOTING TO INCLUDE: V V ry[p I a ( 1-ro I* 1200 BEEBE DR • -- -- L O i0 O dJ T a - -- ---- -- - - L 3 z V V = 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED � L�O h (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. -- - _ �' N v a: ° v0. � O OLL CUTCFIOGUE, NY 11935 FTCG;THI5 AMOUNTS TO AN ADDITIONAL (2) #5 } `fl r m `fl r J Q O O j r r� REBAR FROM TH05E ALREADY PRESENT IN 24"x12", I ® ry ® ry i LL m DEEP CONT. FTG. • D #5 ONT. ORIENTED PERP. TO GOVT. FTG. W J J O 1 dJ - 'A _ JJ -r l uI N J �J W I - --- o �nL �nL Wk>x ®m -'z- o m o � DRAWING TITLE: N LL L ►t OQ0. ; n Ix�Q� �0. w; �N n LPL 0. L O 6. PROVIDE (2) #6 VERTICAL REBAR HITHIN P. GONG. O ® O z® J = N in v N f O� - N FOUND HALL ABOVE CENTER OF ENLARGED FT6. _ � _ z a*z -_ o� ° N PROPOSED STRUCTURAL PLAN '1. SEE ALSO DETAIL 4/A-401. F 0.uuj 0. l4 v _ _ _ _ _ _ _ F tII Q-0 = 11 �n-O - -- --- --- --- -- --- -- - r _ x z _ y z �n STEPPED FOOTING d) NQ dJ d1Q IL-1 ( � (3) 1.75"x14" G.P. 2.OE LVL FLUSH BM. UPSET INTO HALL ABOVE , 1 aJ 0 NQ dJ NQ r 14 24"x12" DEEP P. GONG. CONTINUOUS FTG. TO STEP AS X r;* r 3T J Q I w/SIMPSON HGU5 5.50/12 HANGERS ® FLUSH BEAMS NEEDED TO ALIGN HITH BASEMENT FTG. AS PER DETAIL 6/A-401. V.I.F. FTG. DEPTHS. TYPICAL GLO5ED FOUNDATION I N m a l 1 15 ® PORCHES / PATIOS: 5B m �- 5B 5B '- � 5B PAGE: I. 5EE NOTED DETAILS - - 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:46 AHAY (2) I.75"x14" G.P. 2.OE LVL FLUSH $M. UPSET INTO WALL ABOVE FROM BUILDIN& (2) 1."15"x11.675" O.P. 2.0E LVL FLUSH BM. ", 00% 0 AM& 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER FLA5HIN& FROM 12" ABOVE AND ADJACENT TO SLA, - - --I - J - I- -- -� U®® � BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH /PATIO HALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 6" O.G. VERTICAL TO EA. OTHER 6 TO MAIN FOUND. FROPOSED FIRST FLOOR STRUCTURAL FLAN DATE: 08/09/22 16 OF 19 5. PROVIDE 4' SHELF FOR SLA BEARING ® DHELLIN6. TYPICAL LEDGER BOARD ® EXT. DECK: T I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS SCALE: I/4" = I'-O" 2. SECURED w/(2) 5/6" 0 x 5" LONG H.D. &AL. LAG BOLT5 ® 16" O.G. 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) _ 4. BENT OVER TOPVIDE IED U O DEED UNDEOER RNEATH SIDING 4 .0J ���,2`=D ARC,f� , 5. SEE DETAIL 14/A-402. ,� •�� s I'1 BEAM POCKET (TYPJ !� TOP OF FOUND. HALL MAY BE STEPPED DOWN AS K {� 16 REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE (VERIFY DIM. IN FIELD) 37A 4 501L BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501L BEARING CAPACITY OF 1.0 TON/S.F. 0ENERAL FERAL 5"%rMBOL < I : Q _ EXISTING TO BE DEMOLISHED WOO FRTIAL RAME (L.G.H5TL. Lij WHEN APPLICABLE) Ld EXISTING TO REMAIN NEW WOOD FRAME (L.6. NEW FOUNDATION WALL w 5TL. WHEN APPLICABLE) I Q +' ! CN NEW I-HR FIRE RATED MIN. (2) 2"x4° STRUCTURAL Lo 0 WOOD FRAME (L.6. 5TL. POST FOR 4 WALLS �_ 0 0) (D WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED �. WOOD FRAME (L.O. 5TL. 0 C Z WHEN APPLICABLE) �p _y N STRUCTURAL PLAN NOTES P05T $ COLUMN DESIGNATIONS: O O ; POSTS $ COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOW5. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 1 SUCH MEMBERS ARE NOT NEGE55ARY ELSEWHERE,AS SPECIFIED N SINGLE SPAN STRUCTURAL MEMBER: O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD Q 0 :2 O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS. O5TACKED POST/COLUMN: m__E� (2) 2"x4" POST B2 (2) 2"xb" 1-05T LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN ON FLOOR ABOVE. OROOF ANGLE BRACKET (TYP.): A3 (5) :2"x4" POST S3 (3) 2"xb" POST 3 ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1500 LBS; ATTACH TO MIN. (2) 2"xb" POST(UNLESS LARGER MEMBER A4 (4) :2"x4" POST ®---� (4) :2"x(" POST 4� - REQ'D PER MANU. SPEC.'S) OSTAIR PLATFORM FRAM I NO • 4"x4" P.T. P05T5 ALIGNED w/HALF-WALL TO SUPPORT MM--H (5) 2"x4" POST BS (5) 2"x6" POST (2) 2"x8" P.T. DROPPED BEAM. n 1 • (2) 2"x8" DROPPED BEAM BOLTED TO PERMAGAST 3-I/2" O.D. 50H 40 5-I/2" O.D. SGH 40 COLUMN w/(4) " H.D.G. THRU BOLTS;SEAM TO ,� I-1 STL. COL. (ASTM > 5TL. COL (ASTM CANTILEVER EQUALLY 12" ON BOTH 51DE5 OF COLUMN 0--El AI23) BY SIMS U AI23) BY SIMS • DBL. D.J. ® STAIR STRINGER CONNECTIONS STEEL (OR EQ.) STEEL (OR EQ) STRUCTURAL PERMAGAST COLUMN (8,000 LBS): 5A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 8,000 LBS LOAD BEARING CAPACITY. BEAM I PLACEMENT SHALL ENSURE CONCENTRIC, LOADING OF POURED CONCRETE AND STEEL REINFORCEMENT NOTES: COLUMN, AS PER MANUFACTURER SPECIFICATIONS. �J STRUCTURAL PERMAGAST COLUMN (14,000 LBS): I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 5B STRUCTURAL 5QUARE PERMAGAST COLUMN w/MIN. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND 14,000 LBS LOAD BEARING CAPACITY. BEAM DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 2 IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION Q ° SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR cn ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 2"xP.T. PERMAGAST COLUMN FOOTING (GOVT. FTG.) DROPPED BM. PERMAGAST COLUMN UPON EXTENDED FOUND. WALL $ FTG. ENCOUNTERED. - - --- - - - - - - - -- - -- -- _ -==- - PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. WALL BENEATH COL. d INCREASE HORIZONTAL REBAR IN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I 6"xb" P.T. POSTS GONG. FTG. BY AN ADDITIONAL (U #5 REBAR. 4. ALL FOUNDATION WTE ORK SHALL BE 4,000 PSI POURED CONCREAT ( v PLATFORM G STAIR SEE ALSO DETAIL II/A-402. 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. WOOD DECK tt-- ~ O PERMAGAST COLUMN FOOTING (PAD FTG) ID 6B 511 S.F. I L ® ® (2) 2"x8" HDR PERMAGAST COLUMN UPON 12"� P. GONG. 50NOTUBE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED _ _- -_ - -_ -_- UPON 24"x24"x12" DEEP P. GONG. FOOTING A5 PER CARBON STEEL ASTMA615 GRADE 60. MM FOR 5LAB5 DO NOT ? -- -- - DETAIL 12/A-402. NEED TO BE EPDXY COATED. Q ry _ _ 6C, PERMAGAST COLUMN UPONLUMN �B �1NP. CONC. FT5j SONOTUBE 6 SHALL BE STAG EKED L BE A MIN. OF 40 DIAMETERS. ALL LAPS (3) 2"x10" FLUSH BM. - - - -- (2 HDR 811 -- -- - - (2) 2"x8" HDR Q _ -- - (2) 2"x8" HDR (2) 2"x8" HDR III UPON 36"x36"x18" DEEP P. GONG. FOOTING AS PER - - - _ - f� PAD FOOTING PLACE AT TIME OF COVERAGES,AND FOURI ESS. MAINTAIN REQUIRED CLEARANCES, - (3) 2"x10" HDR (1J_n - f ��T� 16 l J� BATHROOM 5 DETAIL 15/A-402. -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN - ll "IA 24"x24 x12" DEEP P. GONG. PAD FOOTING J BEDROOM 1 AS PER DETAIL I/A-401. 8. GEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT _ ___ __1___ 243 S.F. CONCRETE. ' I - -- PAD FOOTING O d)[a - - KITCHEN O 36'x36"x18" DEEP P. GONG. PAD FOOTING -I U�M I W/O U�� 1-14 S.F. AS PER DETAIL 2/A-401. CONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE _ N2 O r 0 zLL R; a t(t �U HOLDOWN (IST TO 2ND FLOOR): I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF --- ------_ z ® O - - ® - HO DOWN 'A' S R 6I O - ® L A PER PAGE 003 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE n M. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. ?N® DINING .0 ? N® x -J O N� Qa I� ROOM cv ® ° - -- - - - ry ® - x 3z -_-_ cv ® r+ HOLDOWN (FOUNDATION TO IST FLOOR): 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. O 3� ry O 3� - �� ,ry -- HOEDOWN 'D' AS PER PAGE 6-003 z 3. ALL GOD WEATHER PREPARATIONS AND CONCRETE POURING SHALL Q ry Q CONFORM TO AGI 506. ry / _ dJ NEW REINFORCED P. GONG. SLAB _ I x O9 I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 4. 1�R SURFACES. SHALL FROZEN 6ROURND MBE PLACED ON FROZEN AY BE REMOVED OR HEATED D -- 1 N 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4 (MIN) GRAVEL BASE I 2 2 2 TEMPERATURES WITHIN 10° F OF CONCRETE. I A3 A3 A3 TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. _ 10 . (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD REMOVE AS REQ'D. d SILL SEAL "" _1 (3) 2xIOFLUSH _ - -- (2) L"�5"x9.5" O.P. 2.0E LVL FLUSH BM. • ANCHOR BOLTS AS PER PAGE 6-005 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE A3 B2 A3 BM. SPANNING - _ _-_ • P. GONG. FOUND. WALL AS PER DETAIL UPON PERMITTED WHEN NEGE55ARY. B/W POSTS _ ,�_ _ $Z • P. GONG. FOOTING AS PER DETAIL (3) 2"x10" FLUSH BM. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER 2"x10" R.R. ll Q -- Z • ENTRAINED FOR GOLD WEATHER POURING. 012,10.0. - B.O. FOOTING 3'-0' BELOW GRADE MIN. AND SHALL BE WITHIN 10 F OF CONCRETE TEMPERATURE. I I/2' EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN - _ R' <__ -- -� x� � 2"x10" R.R. ® 12" O.G. 8. CONCRETE SHALL BE AIR ENTRA Q - ry - w/51MP50N LU528 O APPLICABLE) - -- - • AIR ENTRAIN P. GONG. FOR PORGHES /PATIOS/ r J ry ER5 ® FLUSH BM. HANQ U STOOPS(WHEN APPLICABLE) 9. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE _ ry - • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) (ASTM G494/G494M, TYPES G AND E). - x cw LIVIN6 ROOM 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL 208 S.F. ---- BEDROOM 2 AREAS EXCEED ONE SQUARE INCH. 2 2 .F. Ibs S - - NEW 24"A2" DEEP P. GONG. CONTINUOUS FOOTINGS AS PER ( �ppgy TO c, A 401 AT O DETAIL 5/A-401 AT 6ARAGE AND DETAIL 6/ II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I � BELOW � A2 I Q BASEMENT. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I 0 NEW IS"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER REACHED A COMPRESSIVE STRENGTH OF 800 PSI. ( - � 12 DETAIL 11/A-402 8 IS/A-402. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. IQ C BATHROOM 4 Q -_- PROJECT: DRILL 8 EPDXY PIN (4 EMBEDMENT) FTG. $ FOUND. WALL ( A INTO ADJOINING FTG. $ FOUND. WALL OF BASEMENT. 1x 63 SFENLARGED CONTINUOUS FOOTING j WELD STEEL ANGLE TO W FLANGE;PROVIDE � "_ ._ - 6 THRU BOLTS ON EACH SIDE OF THE W - 2 xl0 R.R. - L E E O13 1. ENLARE CONTINUOUS FOOTING TO 36" WIDE x 18" I ry F ry FLANGE TO CONNECT TO BEAM. C ® 12" O.G. DEEP, CENTERED DIRECTLY BENEATH BEARING POINT ry I RESIDENCE OF POST d EXTENDING PERPENDICULARLY FOR 15" ON 2"x10" R.R. ® 12' O.G. W _ - - - _- - _- - _ ____ __ -_ - ___ - (2) 2"x8" HDR ry BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING L I w/SIMPSON LU528 z W 10x33 A992-50 W FLANGE FLUSH BM. ATRIUM WALL ABOVE �1 (36" TOTAL LENGTH). HANGERS ® UP5ET BM. I 2"x10" R.R. 2. ENLARGED PORTIONS SHALL BE POURED tL W 10x33 A992-50 ------ -- MONOLITHICALLY w/SURROUNDING CONT. FTG. d WALL. 3 Q DEN DR 3. TOP OF FOOTINGS SHALL BE FLUSH 31T S.F• 200 BEEBE DR O WELD BM. TO -- 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED a �j HDR. FOOTING TO INCLUDE: G • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. O =-- BEDROOM 3 CUTCHOGUE, NY 11935 FTG;THIS AMOUNTS TO AN ADDITIONAL (2) #5 Q x 168 S.F. REBAR FROM THOSE ALREADY PRESENT IN 24'x12 m cV ® cV Q DEEP CONT. FTG. Ox N= • (5) #5 REBAR ORIENTED PERP. TO CONT. FTG. DRAWING TITLE: 6. PROVIDE (2) #b VERTICAL REBAR WITHIN P. GONG. XG 2 FOUND WALL ABOVE CENTER OF ENLARED FT6. I (3) 2'x8' HDR 1' PROPOSED STRUCTURAL PLAN '1. SEE ALSO DETAIL 9/A-401. - 1 - - -- ---- --- - STEPPED FOOTING N I 1 14 24"x12" DEEP P. GONG. CONTINUOUS FTG. TO STEP AS N 2'x10" R.R. NEEDED TO ALIGN WITH BASEMENT FTG. AS PER DETAIL 8/A-401. V.I.F. FTG. DEPTHS. 2"x10" R.R. O.G. TYPICAL CLOSED FOUNDATION ® I6" 15 ® PORCHES / PATIOS: I. SEE NOTED DETAILS " PAGE: 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:48 AWAY (2) 2'x8 HDR _ _ _ -_ - '_ (2) 2"x8" HDR FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER5101111111 2-u %j 0 0 FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC. MASTIC 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 4 TO MAIN FOUND. FROFOSE7) SEOON7) FLOOR STRUCTURAL PLAN DATE: 08/09/22 17 OF 19 5. PROVIDE 4" SHELF FOR SLAB BEARING ® DWG ELLIN . TYPICAL LEDGER BOARD ® EXT. DECK: Ib I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS SCALE: I/4" -O" _ 2. SECURED w/(2) 5/8" cP x 5" LONG H.D. 6AL. LAG BOLTS 5. INSTALL H.D. GALV. JOIST HANERS BY 'SIMP50N' (OR EQUAL) 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH 51DINO $ t q BENT OVER TOP EDGE OF LEDGER BD. 5. SEE DETAIL 14/A-402. IT BEAM POCKET TYPJ t�; G .. 0 7,� TOP OF FOUND. WALL MAY BE STEPPED DOWN AS i; ... IS (VERIFY DIM TGNOMFIELD)ODATE GARAGE POOR CLOSURE (j'A 374 w✓��o OF tN SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS A55UME5 A SOIL BEARING CAPACITY OF 1.0 TON/5.F. GENERAL 5YMSOL <ENr : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT � WOOD FRAME (L.G. STL. \ � Li W WHEN APPLICABLE) EXISTING TO REMAIN ----{ NEW FOUNDATION WALL NEW WOOD FRAME (L-0. STL. WHEN APPLICABLE) \I Q C N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL LoEl WOOD FRAME (L.G. STL. POST FOR 4 WALLS 0) 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O w t� P05T FOR b WALLS), U.O.N. I NEW 2-HR FIRE RATED O � Z �. WOOD FRAME (L.G. STL. WHEN APPLICABLE) "O N a o I POST COLUMN DESIGNATIONS: STRUCTURAL PLAN NOTES POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O 0 -t T- AS FOLLOWS. NOTE THAT THESE DE516NATIONS DO NOT IMPLY N SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED -�-r SINGLE SPAN STRUCTURAL MEMBER: -f-+ O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. r -- ---1 - :T Q O :2 0 ABOVE INDICATED P05T5. O5TACKED POST/COLUMN: m- (2) 2"x4" POSTg2 (2) 2"xb" P05T O LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN `WOOD DECK ON FLOOR ABOVE. J OROOF ANGLE BRACKET (TYPJ: ®---� (3) 2"x4" POST B3 (3) 2"xb" POST BELOW 1 3 ANGLE BRACKET w/MIN. LOAD CAPACITY OF 1,500 LBS; I __ - - - - -- - - - - -- -- ❑ ATTACH TO MIN. (2) 2"xb" POST(UNLESS LARGER MEMBER A4 (4) 2"x4" POST �---a (4) 2"xb" POST - --_--- --- - -- - -- - --- - - --- - ----- -- - - - - - - - - 1 J REQ'D PER MANU. SPEC.'S) I �-- - - m �- - -- - - - - - -- - - - - - - - -- - -� T STAIR PLATFORM FRAMING U O • 4"x4" P.T. POSTS ALIGNED w/HALF- ALL TO SUPPORT MM--H (5) 2"x4" P05T ®-- (5) 2"xb" POST WJ (2) 2"x5" P.T. DROPPED BEAM. • (2) 2"x8" DROPPED BEAM BOLTED TO PERMAGAST 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 COLUMN w/(4) " H.D.G. THRU BOLTS;BEAM TO ,,_-1 I STL. COL. (ASTM (��fl� STL. COL (ASTM - -- - CANTILEVER EQUALLY 12 ON BOTH SIDES OF COLUMN 0 -EJ AI23) BY SIMS v u A123) BY SIMS • DBL. D.J. ® STAIR STRINGER CONNECTIONS STEEL (OR EQ) STEEL (OR EO) - - -- 5A STRUCTURAL PERMAGAST COLUMN (5,000 LBS): - ( „ " i O STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 2 xb R.R. 5,000 LBS LOAD BEARING CAPACITY. BEAM I ® Ib" O.G. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF I (GARAGE ROOF) / POURED CONCRETE AND STEEL REINFORCEMENT NOTES: - - ? �j v v R' v COLUMN, AS PER MANUFACTURER SPECIFICATIONS, Q U Q v v Q O O a O p I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT STRUCTURAL Pr COLUMN (14,000 LBS): -- _ 0 _ 0 O: SB STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND O a ROOF DECK IL X 10 `9 I/5":I'-O" PITCH I 17 1 1 14,000 LBS LOAD BEARING CAPACITY. BEAM DOWRD NWAFROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. N ® I -111 S.F. N PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF - - TO 6UTTER o - COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR r n PERMAGAST COLUMN FOOTING (CONT. FTG) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER I - PERMACAST COLUMN UPON EXTENDED FOUND. WALL 4 FTG. ENCOUNTERED. PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. 3 POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. j WALL BENEATH COL. d INCREASE HORIZONTAL REBAR IN - -- GONG. FTG. ET 4• AIL II/A-402.AN ADDITIONAL (I) #5 REBAR. SEE ALSO DETALL FOUNDATION W ,0TE WORK SHALL BE 400 P51 POURED CONCREAT PERMAGAST COLUMN FOOTING (PAD FTG.) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. B4 54 E34 65 PERMAGAST COLUMN UPON 12"(P P. GONG. 50NOTUBE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED UPON 24"x24"xl2" DEEP P. GONG. FOOTING AS PER CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT -- Fl_ DETAIL 12/A-402. NEED TO BE EPDXY COATED. L (2) 2"i5" HDR SPANNING CONTINUOUSLY OVERPO 5T5 LF - - -" -- -- - --- -- - -- - -- - Q Ld J p Q +E IN' OLo0r^ w W O w T- r— r� O af I z L1. • e- v � N O 0 -t -cO -wto -w N 4- Q O :2 O 4-j U � M U � O Q 4"FRESH AIR VENT THROUGH ROOF I I 5"1 I— BATHROOM 4 ATHROOM KITCHEN I 1_ 2" BATHROOM 3 K T HEN BATHROOM 3 BATHROOM 4 BATHROOM 2 LAUNDRY KITCHEN _ _-I- 1 - ALL I SHALL CONFORM TO LOCAL PLUMBIN6 GODS p 2 _-_-r-- f 12" 12" 2nl I 2"I 2"I I I LLpp I I I I Q r_--�2"- I 2"1 2•I I I I I 1 PROVIDE•AB£Sco FP200 FR Y I IQ I IQ I� I :Q I 'Q Q I I I I I I 1 2" 2° £XPANDIN6 FOAM°(OR£OUAL) 3' O: I S I 5 I I I I s 2" 1 1 1 I I RATED _ 3j Q4 1 13 V 1 13 V 13 .� 3 U 1 I� I I� j I Q4 � I I •`-� I •5 I �i AT ALL PENETRATIONS IN FIR£ � I I x Wim. ISHOWERI I n W 2 Drz° III I_ I W I i- ' I' ' I ISHOWER GOLOOR50R1/15 SN PRODIIGT O ASTM E V4, � SHOWER I I W.G. m, I W.G. I-i\v I`c\v DW n W.G. m �i =i in j 4V TUB ��i�v SHOWER F-----�SUPPLY HOT I (3 13.1 2 2 G.O. ASTM E 84,AND UL 1479 L=---------1'----=-- =-----=--------y j---��---J-----=--i ---� '---� =------ =- -- I TUB - L.._.._.._.._.._..T_.._..J.._.._..1.._.._.._L._.._.._.._.._..1-._._i._.._..i.._.._.._.._.._..J.._.._T.._.._.T_.._.._.I_.._.._.._.._..L..�. �.._.._..�rl GOLD WATER -- -— ------- --- �-I SUPPLY WET BAR BATHROOM INET `A - ----- - I I NOTE:SHALL BAR BATHROOM 1 1 j PROVIDE B£SGO FP200 FR _ ALL PLUMBING WORK EXPANDING FOAM"(OR EQUAL) --- SHALL CONFORM TO 1 I AT ALL PENETRATIONS IN FIRE It _-r- --- LOCAL PLUMBING GODS pw I FLOORS/GRATED rl LSN65. PRODUCT 2-'.r---- 2"j 2„1 8 I j CONFORMS TO ASTM E 814, S 2"r---_---- 1 1 3' CL AN OUT I 1 �Q 1 A5TM E 8 9 4,AND U_147 I •`� 12' 1 1 EXIST.F.A.I.TO 1 p��IL REMAIN IU si !V =1 �U W.G. WE1 ISHOR I- 1 PROVIDE F.A.I. n1 I SHOWER1 "� I Z DW -- --- --- - - --- - -- -- -- ---- DW -1 ----- -------- G.O. 4" 4”HOUSE MAIN DRAIN C.O. I I 11 - - TO STREET 1 1 1 1 I i rWATER MAIN � 4n _..� u-Q�I TO SEPTIC Q �x 1 �x I i SYSTEM Q Q V �x Hx I � I I - - - - - - - -- - -- --------- -- --- - U PROJECT: LEE RESIDENCE 200 BEEBE DR FLUME31NO RISER - r7)RA I N / NASTE / VENT FLUME31 NO RISER — SUPFL`I' CUTCHOGUE, NY 11935 50ALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: opA p U J. ■ 0 Ooft� DATE: 08/09/22 19 OF 19 — `�-,