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Home My WebLink About45586-Z �o UFfOIy Town of Southold 8/20/2021 o - P.O.Box 1179 W 53095 Main Rd Gy�jo� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42263 Date: 8/20/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1020 Glenn Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2020 pursuant to which Building Permit No. 45586 dated 12/21/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including sunroom, deck and covered front entry,to an existing single family dwelling as applied for. The certificate is issued to Gorsky,Angela of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45 4/9/2021 PLUMBERS CERTIFICATION DATED Cuthr ed Signature TOWN OF SOUTHOLD o BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45586 Date: 12/21/2020 Permission is hereby granted to: Gorsky, Angela 19 Homestead Ave Garden City, NY 11530 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 1020 Glenn Rd., Southold SCTM #473889 Sec/Block/Lot# 78.-2-28 Pursuant to application dated 12/4/2020 and approved by the Building Inspector. To expire on 6/22/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $526.00 CO-ADDITION TO DWELLING $50.00 Tot $576.00 ding In ---� rif so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(a�town.southold.ny.us Southold,NY 11971-0959 MUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Angela Gorsky Address: 1020 Glenn Rd city Southold st. NY zip: 11971 Building Permit#: 455$6 section: 78 Block: 2 Lot 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor. DBA: RKO Electric Corp License No: ME4125 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 4'LED Exit Fixtures Pump Other Equipment: Notes* Electric for Addition on Back of House April 9, Inspector Signature: Date: 2021 S.Devlin-Cert Electrical Compliance Form.xls pF SOUL �ycOUNi'l,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [vl] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -- r DATE INSPECTOR q50y � l9 �o� olo �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION &.4/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRe4 PING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [K ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) FWMARKSPN \vk,- z DATE INSPECTO OF SOUTyOIo sV tC/ LO CM T * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 I NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION '`[ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: ills = c;- DATE INSPECTOR ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 r _ INSPECTION [ ] FOUNDATION IST [ ] OUGH PLBG. rUNDATION 2NDAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - f ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S � DATE INSPECTOR I SOUTyolo � KJ �C/ 2- # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 INSPECTION [ ] FOUNDATION`1ST [ ] ROUGH PL13G. ] FOUNDATION 2ND- [ ] =1NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE Z INSPECTOR F � � o�aOF SOUl'yo # TOWN OF SOUTHOLD BUILDING DEPT. `ycouFme�' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [/IROGH PLBG. [ ] OUNDATION 2ND- [ LATION/CAULKING [ FRAMING /STRAPPING Duk [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI LATIO [ ] PRE C/O r REMARKS: "oo/ DATE INSPECTOR VA tF FOUNDATION(1ST) .. � ori • • ROUGH F!LkMING,& PLUMBING INSULATION PER N.Y. STATE ENERGY . , all rAff gi TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office U nly L_,AJ J '�EC t PERMIT N0. �5y�� specto Bwldin . `f . D — 4 2020 Appl�cat�oris anrdfor s must be fi�i ; 'Al�T' t rrt ed out-in,theieritiety tncorr>pletsr `a licatioris ori{I r r� e'acc pted.,. here.tite Applitantlis n it fh ` ' e'.flwiter;'an:`�r.;,�;� .6 i�- tSro^Pmnt�a#mo'Jrn,�R �e 2„tev.pp'`�e,a_�•<.,r,,, :.,rFr'+"h�,"z#i`+�-,<��'w'�°°ti,<fs^"rW.,Owner's 'T .lJ Date: •x� F�,.v:�,k�,a `�v a"a is a ,+a +.n,-�.�F�x , y y al :�- .•�;'x„5''i, ' ' r` -r';:*,3�m` fsk�;to c ':x ,fr:,„;. $ ,ay,""t,n,. °�f<<;�;,'a 5 ."r�a:ic,.` OWNER(0x” R�OPERTY. ;' .,q" . ;K : 4; >.:,Sk,F, , l ; F .x a;:h , ar ,a y# Y y, Hf Name: SCTM#1000- (D-7 g _ d Z-. es Physical Addrs: _ ..._ .,,_. _. _ 0 P-11, 4-15-0 Phone#: Email �I C S%' `10 5 3 GADS- Mailing Address: r♦q Mp �STG pt Dvst-S c.1 ( CONTACTPECtSON. _- f •,�.,u ;ax„ ;': ^ '.y,,:",' yae. Name: PA C,c-V P� '�{� 'T F Mailing Address: ^ , N W��lc ©gip .,,.��.E U.C. 5. .,.t u-"C...,�., Phone#: G"3�w .,`�6 ..°1!; 8 3 _. _.,. Email;kvHi- 13.1 ,�,KCo.A-,E`--W\l�,,i-e6YIA-tl..-,(-C)-r'1,._ r5'`. �t�'�cr";��h,��Y�"„x .,. 5��,--�' �u'sx%", �`�"°_-r�`' .,�,�xt`;a• IwSlGN`rPRQ ESS,[ol�lAJ;1i�lFCtRMT101V; ", .x ";>" ""'VO"'"M •�/, Ls, •;,�'�eaat` .�;�.",..i,fit s ,, . ,mak i za :,{2", qVO""s A', Name: �ptFtA cl Mailing Address: 11 1 _3; �L'T-O c�\3 E t� V)e rn 5/J,-{\J L k--1 Fr �1 `t _ 11_?Q z. Phone#: L-31. _M.`A,lb 8 ib Email:�otiNSR cCO Rt.WMCT , . hsrk - N.^.,r'xra Name: Mailing Address: Phone#: Email: v'r".. ."'".� x aa,z�.•.M..,�• ,q k:. „}.,y .w.�.. e`� ;bESCRIPTION;OF PJtOPOSED CONSTRCtCTION °• ,, ,,.Rn,< x >;��''" .u�., °xv>�'-"�=.in� „k"<,'r.°..�-Y�>n• >��,xe�.� :aa�r.-> .'��a=�A'��--� rk2,F,.7x#W'i,�'•^+`>:°-a'�-,Y- :,�''%,N.�' �.'�v ❑New Structure 'RAddition Alteration ❑Repair ❑Demolition Estimated Cost of Project: "K10ther HEAP- KC-\C �kj Y F-0?--Tv (.t) $ 951060 Will the lot be re-graded? ❑YesJ No Will excess fill be removed from premises? ❑Yes 1 Glenn Goldsmith,President a$ Town Hall Annex A.Nicholas Krupski,Vice President Vyy C' 54375 Route 25 John M.Bredemeyer IIIA , n µ. P.O. Box 1179 =`" Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams ��' l l 5Q721 r \ �� ® N Fax(631) 765 6641 OVE J � AUG 19 2021 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD LIU11,T)VI-TIG DEPT. CERTIFICATE OF COMPLIANCE 1841C Date: August 2, 2021 THIS CERTIFIES that the construction of a proposed 349sq.ft. sunroom(replacing existing sunroom);remove existing deck with steps and construct a proposed 471sq ft deck with 6' wide steps to ground onto existing 1-%story 2,097sq.ft. single family dwelling with attached garage-, At 1020 Glenn Road, Southold Suffolk County Tax Map#1000-78-2-28 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 11,2020 pursuant to which Trustees Wetland Permit#9731 Dated October 14,2020 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a proposed 349sq.ft. sunroomreplacin existing xisting sunroom)• remove existing deck with steps and construct a proposed 471sq.ft. deck with 6' wide steps to ground onto existing 1-%Z story 2 097sq ft single family dwelling with attached garage. The certificate is issued to Ajagela F. Gorskv owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, Facility,DEC ID 1-4738-01363 Under the Environmental Cohservatioa lava. Permittee'and Facility Information Permit Issued To: Facility: ' ANGELA F GORSKY GORSKY PROPERTY 19 HOMESTEAD AVE 1020 GLENN-RD11000-7,8-02-28 GARDEN CITY,NY, 11530 SOUTHOLD,-NY 11971 Facility Application Contact: JOHN R BRACCO 11.1 RAILROAD AVE SAYVILLE,NY 11782 Facility Location: in SOUTHOLD in SUFFOLK COUNTY__ Facility Principal..Reference Point: NYTM-E: 71,5.817' NYTM-N: 4547.067 Latitude:' 41°02'46.5" Longitude: 72°2555.8"' Project Location:' 1020 GLENN RD:, SOUTHOLD SCTM#1000-78-2-28 Authorized Activity: ~Remove 339 sq.ft sunroom.and replace with a new 349 sq,ft sunroom. Remove 330 sq ft deck and steps and��replace�with new 503 sq ft deck and steps. `In addition, install a 10' buffer to be planted with native salt tolerant vegetation. All work must be done in accordance with the.plan prepared by John R. Bracco, RA last revised:7/13/2020 and stamped NYSDEC approved 8/13/2020. Permit,Authorizations Tidai'Wetlands-'Under Article 25 Permit ID 1-4738-01363/00005 New' Permit - Effective Date: 8/13/2020, -- Expiration-Date: 8/12/2025_ NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is-:contingent upon strict, compliance with the ECL, all applicable regulations, and all conditions included as+part of this permit. Permit Administrator: SHERRI L AICHER;,Deputy PermitrAdininistrator- .. Address: NYSDEC,Region-1 Headquarters. ` SUNY,@ Stony Brook150 C_ircle Rd ry Stony, oke NY 11790 - I Authorized Signature:. ` Date Il Page'1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION l'aci[ity,DEC Ili 1-4738-01363 Distribution List JOHN R BRACCO Bureau of Marine Habitat Protection_ File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL ICES®VIZ E PERMIT CO 6TII�N� - Apply to the.Following Permits::�'IDAL 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. 2. Notice of Commencement, At least 48 hours-prior to commencement of the project,the permittee and contractor shall sign and;return-the.top,portion of the enclosed,notification form certifying that they, are fully aware of-and uriderstarid all terms and conditions of this permit. -Within 30 days,of completion of project,the bottom portion of the form must also be signed and returned, along with-photographs.of the completed work. -. 3. Conformance With Plans All activities authorized by this.permit must be in_strict.conformance with the approved,plans submitted by the,applicant or applicant's:agent as part of the permit;application. Such approved plans were prepared by Jolu1,R. Bracco,RA last revised 7113/2020 and stamped' NYSDEC approved 8/13/2020: 4._ Concrete Leachate During construction,no wet or fresh concrete or leachate shall,be allowed to 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 watertight or waterproof forms shall be used. Wet concrete shall not be-poured-to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent`Area Any debris or excess material from construction of this project shall be completely 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. 6. Materials Disposed.at Upland Site Any demolition debris,_excess construction materials, and/or, excess excavated'materials shall be immediately and completely disposed-of in'an Authorized solid waste management facility. These`materials shall be suitably-stabilized as not to re-enter any watmbody,- weiland or wetland adjacent area. Page 2;of& Is AW YORK STATE IDEPARTPAENT CDS'ENYUkONM ENTAL CONSERVATION s► -Facility.DEC ID 14738-01363 .. . a 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal `�wetTands oor protectecibuffer areas as a rresult ot"the perriirtten_actrvities: 8. 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 lin_ eaffeet from the tidal wetland boundary. 9. Establish Vegetated Buffer. To,protect the values of the,tidal wetlands,a permanent vegetated buffer zone shall be established as per plans prepared by John R.:Bradco,R:A. last`revised 7/13/2020. There shall be no disturbance to the natural vegetation or topography within an area extending 10 linear feet landward of the tidal wetland boundary. -10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed-at-the landward edge of the buffer area prior to commencement of any regulated activities and remain in place and in good, functional condition until the protect is completed and all disturbed areas are stabilized with vegetation. 11. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be-tempoiarily'exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked hayhales!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.': s _. 12. Maintain Erosion Conti®Is All,erosion control devices shall be maintained in good.and functional condition'uiitiI the project has been compheted and the area has been,stabilized. 13. ,State Not.Liable for Damage The°State ofNew 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 undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim;or right to compensation-shall accrue from any such damage. 14. Precautions,Agains"t Contamination of-Waters Alt necessary°precautions shall be taken to preclude contamination of any wetland or waterway by,suspended solids, sediments,fuels, solvents, lubricants,-epoxy coatings,,paints, conc'rete,`leachate or other environmentally deleferiousrmater`ials associated with the project. 15. State May Require Site Restoration If upon the expiration or revocation ofthis permit,the project hereby authorized has not been completed,the applicant shall', without expense to the State, and to such extent and in such time and manner as the Department of Environmentalr,Conservaiion may lawfully, require,_remove all or any portion of the uncompleted structure or fill'and restore the site to its former condition. No claim shall.be,inade against the State of New York on account.of any such removal or alteration. ` Page 3 of-6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �► Facility DEC Ill 1-4738-01363 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an aiteration in the posit strictureor work herein utliorizecl;Wff, ntie opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free 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 natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without 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 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 Environmental Conservation may require,remove all or any,portion-of the.uncompleted.structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or.alteration. GENERAL CONDITIONS -Apply to ALL.Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee.is.complying with this-permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions;must be available for inspection by lie'Depar(ment at all times-at,the'project site or facility. -Failure to produce a copy of f the,permit upon request by a Department representative'is-dvioWion of this permit: 2. Relationship,of this,Permit to®ther,i)epartment Qeders and(Determinations,,Unless expressly, provided for by the Department,issuance of this permit does not modify; supersede,or rescind any order or determination;previously issued`by the Department or`aAy of the terms, conditions or requirements contained in'such order or determination. 3. Applications'For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this, permit. Such-application must include any forms or supplemental,information the Department requires., Any renewal,modification ortransfer granted by the Department must be in writing. Submission of applications for ppimit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NYl 1790 -3409 Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL,CONSERVATO � Facility DEC ID 1-4738-01363 4. Submission of Renewal Application The permittee must-submit a renewal application at least-30 sMbefi��eert►��t=��i�atirstl��r�r��r�.��llowhY�=permit-�nrr'�a�a�s:;'pr�arl�-��iri � - s. Permit Modifications, Suspensions and Revocations byihe Departments `The_Department reserves the right to exercise all available authority to modify, suspend or revoke this, 'e i' The grounds for modification, suspension or.revocation include: a. materially false or inaccurate statements in' the permitapplication or supporting papers; b: failure by the permittee to comply with any terms or conditions.of the permit; c. exceeding the.scope ofthe-project as described in the permit application; d. newly discovered material information or a material change,in-environmental conditions,relevant technology or applicable law or regulations since the.issuance of the existing permit; ' e. noncompliance-with previously issued permit conditions, orders-of the commissioner,.any provisions of the Environmental Conservation La_w of regulations of the Department related to the permitted activity. 6._Permit Transfer Permits are transferrable unless specifically.prohibited by statute,°regulation or another,permit condition. Applications for permit transfer should be submitted prior to-actual transfer of ownership. Page 5 of 6 o��guEFO[.,tdco� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ,,o Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 s .y'llplao . Telephone (631) 765-1802 - FAX (631) 765-9502 rogertAsoutholdtownny.clov — sea nd@southoldtownny.gov APPLICATION' FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: 2/16/21 Company,-Name: RKO Electric'Cb� - '' Naris License,No;: ME4125 ' + ; ; email: rkoelectric@gmail.com `` ,Phone:No: 516 680-5271 , ✓❑I'request an email copy of Certificate of Compliance r. 'Address 1020''Glen'Rd.,;i Southold; NY ;JOB1:SITE<1kFQRMY�4T10W (Ail Inforrrtatitin,Required) 47 4' " '" r l ' i '..Na4r e: Angela F Gorsk'j, . ' ,Addrose: 1020 Glen Rd.,°Southold, NY Cross Stre�ej: Main Batview Rd. Ph0n6,N x: 516'680-5271' , ,Y ;=Bjd .Permlf,##: 45586' ` email: rkoelectric@gmail.com ,. .Tax Mao',,Dis#rictr: '1000,' t Sptiori:_: Block: Lot: BRIEF,'DE�CRJPTION OF WO,RK (Please;Print;Clearly) 8 receptacles,2 GFI,8 lights,6 switches, 1 circuit ,' `' eceptacles-,.2,GFI, 8 Iighis;.i6'switcl e's .1 circuit' 18 reeeptacl'es, 2 GFI, 8 lights,,6 switches,'1. circuit' J)"A16 c Srto AiD01�� ''Ch&kWI That App ' Is-job ready for inspection?' ❑✓ YES, ❑NO ❑✓ Rough In ❑Final Do you need a'Temp Certificate?: ; ❑YES, ❑✓ NO Issued On 2/16/21 Temp Infoirmatiori: (AII information required) SeNice'Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# 0 New Service ❑ Service Reconnect ❑ Underground [:]Overhead t # Underground Laterals ❑1 '❑2nH Frame❑Pole Work done on Service? ❑Y ❑N :Ad'ditiona'l Information: V.U -PAYMENT DUE WITH APPLICATION CA � Electrical Inspection Form 2020.xlsx' w oo S L" �,h IIII SMS 4A 40 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 'BUILDING DEPARTMENT, NOTICE OF UTILIZATION OF TRUSS TYPE"CONSTRUCTION, PRE-ENGINEERED: WOOD CONSTRUCTION AND/611-TIMBER CONSTRUCTION, D a tef,. i Owner: A 1E,UA Location of Property:, 107-0 (:.IjFt4t4 F-0AV ;,, Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line);, Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FIR) Signature:, Name (person submitting this form):_ ZOOki N 9 1 -(-F, C-T Capacity(check applicable line): Owner Owner representative TrossReql 5.doex Effective 1/1/2015 SURVEYED FOR:MICHAEL & ANGELA GORSKY LOCATED AT: SOUTHOLD,T/O SOUTHOLD, SUFF.CO.N.Y. LOT: 12 MAP OF: "WEST CREEK ESTS." (F.8-19-1963 #3848) SCALE: 1 "=30' GJ� S.C.T.M. 01000-078-02-028 Sys PigxC pp O ti . exec` Q•Qe. O�D� edge �N T 00 r •p vpo�e �120J oy �� e flag 0.N s pole0 0 M ° (6 Q \ a�N A5.4 a� � 3` c� �\ 5.0x7•lat. N o slate 7.4 - -x 3 STORY gen84aQor O y ---- - - ------ - � 2 1 1-1 - -- - - �� RES. -M - - - - -- — — — -- - U N F1020 M aiseane #Prof m o m tank 20.3 r pit 3 ay 1 story o v sun room 12.4 'a Arbor a� Entrance 17.6 Qcn o cldec N � �W p 6ht. o .0 1 6� 0 3 7.0 glide oo hrroofn LOT 13 pavers& LOT 12 light pole LOT 11 a a) E s asflagg ASIA Tidal omas W r mec 40 fla9 - i jure 11'20 flag '- fla wood b m Yt w G� dock W fla0-0 flcaW ag#��- w C) i U head un Ln � bu1K O O GRAN- cn 3 Eyfi W � P�� S\h4 ONS t- f N J UPDATE `yg ✓` ' ` oN 1/25/2020 zUPDATE 0. o g 37 O ,�0��VAI 7/5/2019 `� S7 05 revised 5/4/16 V�° , ..o `'` y� FILE NO.49693 .�.- CERTIFY TO: MICHAEL GORSKY ANGELA GORSKY GOLD STAR ABSTRACT GOL-16-7158-S STEWART TITLE INSURANCE COMPANY WILLIAM R.SIMMONS III,L.S.P.C. 128 CARLETON AVE.EAST ISLIP,N.Y.11730 PH. 631 581-1688 FX' 631 581-1691 DATE:4/27/2016 SCALE:1"=30' DRAWN BY.WRS IV i OWW', ANQ��A 6O:5KY g� 0\1 A1Q,p,� 19 HOW5T-Al2 AWNX, GAPMN CI11', N.Y. 11530 � NO3ICn � pp�'�'- PHONE, 516 318,1064 t;TN AGE �Q1 �P O 5nON E55 ��( _\�\`�� pipe D rYMN6 UnurYFOLE ��22�\ TOTAL 1,21'AMA = 27,015 5,1', 0 6 tl PAVIP MLV�N titi EwsnN VI Uf'LAN17 LOTAMA= 21.139 5,1', how auY w - PAW?MAPL Y Ew5"nN I LOf M PIPE FI? •9 �- �4511N6 nM(LING = 2,097 5,F, �wSnN NSW 5UN DOOM = 349 5f. Location Map PAM' a . N = I MWAY NSW I CK& 5Trf 5 506 5,F, %13J�CT Ew5rIN EwSnr- �XbTIING 51,A1�PLA1FOPM &'5SP5 35 5,F, PARCEI- O.H.WM5 A _- FLA6 �XI511NG PAV�f;PI;IWWAY 2,176 5,F, mw �X1511N6 5L-AS & GI'A55 WALK 109 5,r, MCONIC VIM Poxnco d- i �XI511NG G1?AVfL469.5,F, MIZM%Wi EXI511NG Ff?AM� 5N�f7 - - _ - 101 5,F, yx� 51ATE _ OPM Ewsnn>G EXISTING WOOn 60WW, = 129 5,F, m nna 2p 19 = 2'Y,4'GEtERAroP _ ' �XI511NG W0017 WALK - 91 5,F, ' GzAsswALK X51N61-I/2-5TORY I wnNG �XI511ING 6LI19�r SWING 42 5,1f , LV � FRAW ENCS 'A/CuNlr 121AL 6,104 5,F FLOW MCNAf&E FRANCI5 L4No.1020 %W'A McNAAC�MARIA DLOCK G.O.L. FENCE LOt'11 (NO(ON P LING5) EwSnN 9I EwSnN Uf'LANf?LOT COVNZA6� _ 6'AVE1, e °� R512 6,104 5,1', / 21.139 5,1', = 28,9 Y. �- nugwip 2 ± FWFRYrMKPKAWOR, r ENtEfWCE 47,61 / ' ��4 I I Ew5nw X 479IF 17EGK&STEPS FPAME J ^ TO DE MM01.I5NM 9 SLOPE �C VERTICAL FACE SI l7 TOPSOIL Ew5T1N 2 t taw SrOCKFI.E ASA WOOD 60mW Q_ �� t . 5LNWOM 650 5.F,t �1l// 11W C BEDDING DETAIL �� I, CdwN51MNG Q—� f N01"O NUMDW & L91MC110N . EwsnN �a I.-Or 12 Oji.PoOF = MEAM7. . J Ew5TIN WIkE FENCE W- -e� =I PAM5& ' N _ `�' = LlChlf POLENM DECK d S ^i �L (9.2'H11) iulal W, A51 A O NAY DALES ANGLE FIRST STAKE TOWARD L/^/� —^ � yyi „a w,� `� — PREVIOUSLY LAID BALE. f i Jme 11.2019 - i. HAYDALE5 _ �X1511N6 M51P�NC� = 4 I3�PPOOM5 — LrG _`� PPOP05W M51n�NC� = 413�PROOM5 EwSz FI-prso3 FI- Pfe FLOW �� /�G ^�-� FLf Li.#2 M,H�L WL------ 1� NO NSW 5WTIC 5Y5TW WQUIMP Pf? t wATEr 5UFFOLK COUNTY H�AL1N n�f VT`WNT WOOV WALK WA5T1 WAT1 R MANAC4W�NT 13�CAU5r NO INCMA51� IN l3E POOM COUNT, f^. i FLOAnN � WOOF nocx HAY BALES 1 130 p' PLACED ON CONTOUR 5 7g� 05' 40" w PROPOSED SITE PLAN ^� FOR THE GORSKY RESIDENCE 2 RE-BARS: STEEL PICKETS ORSite Plan 1020 Glenn Road 2"x r'STAKES 1.5'to 2' IN GROUNDDRIVE STAKES FLUSH NTH TOP OF Southold, New York 11971 HAY BALES. - ANCHORING DETAIL Scale - I" — -40'-O" - Tax Map #: 1000 - 78 - 02 = 28 - - Nom - JOHN R. BRACCO PA5N2 ON A 5UPMY 6Y: Registered Architect,P.C. Straw Bale Dike Details WILLIAM 1?.'51MMON5111, L-5-P-C, I111 Railroad Avenue a V fF OI-25-2020 : (631 158 11782 ph: (631)589-9888 fax: (631)589-9889 LOf AMA: 27,015,5.x, www.johnbraccoarchitect.com IN .. „ Tax Map #: 1000 - 78 - 02 - 28 March 10, 2020 9 �asoea Ma ,I OWNm: O�y �, AA ANGELA 60R5KY 19 HOMI 5T�AP AVFNU�, 6AVVfN CITY, N.Y, 11530 PHOM: 516,318,1064 � NORTH �.� CSy ��cQP .DSO, ewsnnlG 600 �D�1�� In FO. uyl tfLhyNro1.E �e Z rL�� rOf& LOr MA - 27,015 5,F. eyb" 6 9 12AVV REMN UPLAW Wr ARI=A- 21.139 5.F. PA AV MMZRY Pm FV. 9 �or13 FXI5TING 17WPLLWG - 2,097 5.F. Location Ma w B� N NFW 5UN ROOM - 349 5.F. 17MWAY a WW DECK& 59P5 506 5.F. 5UPXCr EYMW FX15TIN6 5LA9 PLATFORM & 59P5 - 35 5,F. N-(, PAPGt:L mW i w paG �451IN6 PAWk PRIWFWAY - 2,176 5.F. . 5 tee, iy PXI51'IN6 5LAT & CAM55 WALK a 109 51F. rrf coN�c p01110 `r PXI5TIN6 6MWI, 469 5.F. - ov�x�wSnNG s Krs Are0 F4511NG FPAW 5HW . - 101 5.F, �XI%W WOOn 13012 - 129 5.F. �.AT�n& 9 i� , zx4GENF,RArOR �XI511NG W0017 WALK - - 91 S.F. �! ` ��w".x ' (5n14G 1-v 2-srotzY I w rX151IN6 GLIn�12 SWING - 42 5.F. L �� M ��Nc15 6 � silxNct rOr& - 6,104 5,F. FLOW McNWM MAMA BI OCKGAL. No 1020 x014!'II,ww ( WO FMIX ^- Lori[ ,,a 9� I �wmNG UPLAW LOr GONFI2AG�MAM - • `,��r t� EW Mf Q��'' PWPAW�A 6,104 5.F. / 21,139 5.F. - 28.9 7. AMM 1! 1, ) 13 r0O t FFAW &17EMU I�Et7 _ , �a" VERTICAL FACE SLdPE rarso�� I . �W 51'OGf�7.E ASA �,I W000 B0121�k � � ds05P.t I�W O ooM x PHOTO NUMC3�� MA I 12020 - - • - • - BEDDING DETAIL � �" � -�: �>�� ""�"yI aux�zsuuwG & 171CTION ' �a IZ 0A.ROOF w I PILE !: W I "' p a%m e ' wMCK - L APPROVED BY C4.2'H" .r ANGLE FIRST STAKE TOWARD ,/ r7 ^� , ,G Y6NE5 u� �D �F (It,V�T PREVIOUSLY LAID BALE. .HAYS — _ _ .��`p g r"IN6 If7eNCP m 4 13Pnf;00M5 + 51;f7 51MNCr_ - 4 MWOOM5 'fOWN=OF 'SOUTHOLD FLOW C 5Y5frm MQUIM12 PFP UMIZwAnx ',: DATE5WOLK c NTY Ht;ALTN t2WARrWNr -^✓ '�` 'C: _ l� 2C12d r;MANAOM�Nr ` w CAUSE NC INCMA5r:iN 13t; ROOM COUNT. Ma ma MOAAW WOOF n BOUND HAY SALES - � - -PLACED ON CONTOUR 1t W!` 130�0� '� PROPOSED SITE PLAN 578` 05 FOR THE GORSKY RES11DENCE 2 RE-BARS: STEEL PICKETS ORSite Flan 1020 Glenn Road 2"x 2"STAKES 1.5'to 2'IN GROUND. DRIVE STAKES FLUSH WITH TOP OF i �RED gigC Southold, New York 11971 � ANCHORING DETAIL Scale - I" 4O'- " Tax MaHAY SALES. #: 1000 - 78 - 02 - 28 c y'� Notes JOHN R. BRACCO -' PA%P ON A 5UW 13Y: Registered Architect,P.C. Strain Bale Dike Details WILLIAM p, 51MM( 17 Main Street N, 5 X11, L.5.P,C. 7 Alaie,NY 11782 , y o2soss PA1F0 01-25-20' ph:(631)589-9888 y fax:(631)589-9889 OF LOr ASA: 27,015,x,' .F. _ www.johnbraccoarchitmt.com 1 ' - Tax Map #• 100. - 78 - 02 - 28 - 1 ` March 10, 2020 REScheck Software Version 4.7.1 l Compliance Certificate Project ADDITION TO GORKSY RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 ,1(5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1020 Glenn Road Michael Gorsky John R. Bracco Southold, NY 11971 1020 Glenn Road Architect, P.C. Southold, NY 11971 111 Railroad Avenue 516-318-1064 Sayville, NY 11782 631-589-9888 johnbraccoarchitect@gmail.com jerpf Compliance: 9.0%Better Than Code Maximum UA: 89 Your UA: 81 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects.how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area, Assembly I or Cavity Cont. 11.1-Factor UA Floor 1:All-Wood joist/Truss:Over Unconditioned Space 349 22.0 0.0 0.042 15 Wall 1: Wood Frame, 16" D.C. 68 21.0 3.0 0.048 1 Door 1: Glass 40 0.300 12 SHGC: 0.40 Wall 2: Wood Frame, 16" o.c. 161 21.0 3.0 0.048 5 Window 1:Wood Frame:Single Pane 60 0.300 18 SHGC: 0.40 Wall 3:Wood Frame, 16" D.C. 156 21.0 3.0 0.048 6 Window 2:Wood Frame:Single Pane 41 0.300 12 SHGC: 0.40 Ceiling 1: Cathedral Ceiling 349 30.0 0.0 0.034 12 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.7.1 and to comply with the mandatory requirements listed in th REScheck Inspection Checklist. Name-Title S!gtfat re Date Project Title: ADDITION TO GORKSY RESIDENCE Report date: 12/01/20 Data filename: C:\Users\David\Dropbox\Shared Drawings\Gorsky\gorksy REScheck 12-01-2020.rck Page 1 of 9 REScheck Software Version 4.7.1 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ,; �.:.S.i: y€�;, � �„ ,r'�%n5 a :Plalia�7ri3@d f: ` eci tierttld " ' .>+ on Ply �'S��f'W. ;:i r " �. COt1T1�}1��5�Y ,�",b[ilYDt£41�5�A551Ot11I�E�E�f�115 to U ' , >�. . �W, , ��>�i11�„r�' ��" >,,c a �, "°z�3•,.^' ,,,�t°�,, ..,a ¢ �.�* nC-2�r� 103.1, Construction drawingsand A ��' '' � �r ryas: ❑Com lies � , 4" z ;. ,. 3", P ; p 103.2 documentation demonstrates';` _ s « µ;Mw, aar ;ry`q❑Does Not [PR1)1 energy code compliance for the "'_` `"� tiJ 'building envelope.Thermal Net ;ATyw "t" �❑Not Observable f envelope reresented on ��,,>_ °° � �� ' °"-n�.�" � ; g❑Not Applicable i Construction documents. ' ; r° .y;•' 'a�" a ��'af 103.1, Construction drawings and . M� u❑ omPClies ° w' x2 :£ �. � 103.2, documentation demonstrate ;43 =z =: xF _ - .P r° ' ❑Does Not 403.7 energy code compliance for °-y; ` ; ->&°' ° -3 Y%, ¢Y_-' F3❑Not Observable ; [PR311 lighting and mechanical systems. <"_""" Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC [„ "' Commercial Provisions. s,{° "a,B�,;;;a„��,,, Heating and cooling equipment is: Heating. Heating: ;❑Complies ,4037 �� Ysized per ACCA Manual S based i Btu/hr Btu/hr ❑Does Not jPRcj �'t F=`on loads calculated per ACCA Cooling- Cooling: ;❑Not Observable ; Manual j or other methods i Btu/hr Btu/hr— Applicable approved by the code official. PP Additional Comments/Assumptions: 11 High Impact(Tier 1) ;'Z f Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ADDITION TO GORKSY RESIDENCE Report date: 12/01/20 Data filename: C:\Users\David\Dropbox\Shared Drawings\Gorsky\gorksy REScheck 12-01-2020.rck Page 2 of 9 imo C(4 -z 4 1 "a M 012.11�A protective covering is installed to ;Dcomplies protect exposed exterior insulation :E]Does Not 'I'land extends a minimum of 6 in. below ;Fl gNot Observable rade. ! ;E]Not Applicable 4 -,,'Snow-and ice-melting system controls;E]Com pl 1 es installed. :E]Does Not 0 P ` 1 !❑Not Observable M1 !E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) impact(Tier 3) Medium Impact(Tier 2) J Project Title: ADDITION TO GORKSY RESIDENCE Report date: 12/01/20 Data filename: C:\Users\David\Dropbox\Shared. Drawings\Gorsky\gorksy REScheck 12-01-2020.rck Page 3 of 9 'CtI0_11 ' ie -h r�'�V I -4- kt. 'in Ifitpee on Mpi reWii§hftugh -k V, 402.1.1, :Glazing U-factor(area-weighted U- U_ ElComplies See the Envelope Assemblies 402.3.1, average). a :E]Does Not table for values. 402.3.3, E]Not Observable 402.5 [FR2]1 :E]Not Applicable "A 303.1.3 'Ll-factors of fenestration productsR ElC o m plies A ' fir -1 [FR4]1 are determined in accordance A E]Does❑ Not U-,,A_ZV- 195 with the NFRC test procedure or E]Not Observable '`O from the default table. iw � K, 1;4A-Z, 'E]Not Applicable W- ",4 402.4.1.1 Air barrier and thermal barrier ' ky` , Ms [FR23]1 installed per manufacturer's N�1141111_ 'I"R ME]Complies F%!'_�C]Does Not 'instructions. iE]Not Observable E ElNot Applicable `>ME]Complies K_- RN'S" 402.4.3 Fenestration that is not site built �-,�!g�v '0, 6 E]Does Not ' [FR20]1 is listed and labeled as meeting AAMA/WDMA/CSA 101/1.5.2/A440 <''" """ t, n", _4" E]Not Observable l 1,41 'or has infiltration rates PaKU E]Not Applicable 400 that do not exceed code limits. M, "IElComplies irc, 4 IS d-0�,. ,— ,01_4.5�'�;!.,IC-rated recessed lighting fixtures 2 housing/interior finish ElDoes Not J�, , 1 M%,,-and labeled to indicate <-2.0 cfm "E]Not Observable "4� :leaks g e at 75 Pa. M M 4, E]Not Applicable (V� e 403.3.1 Supply and return ducts in atticsFr_ E]Complies W [FR12]1 insulated >= R-8 where duct is R"', 1�', _Tz "t %- AElDoes Not , >= 3 inches in diameter and >= -kom� W� "7E1Not Observable R-6 where < 3 inches.Supply and IL M LJNot Applicable return ducts in other portions of �V'� 1511 the building insulated >-- R-6 for k,,° ,, 1� ��, ,, n, diameter>= 3 inches and R-4.2 W- "A' for< 3 inches in diameter. Building cavities are not used as El C o m p I i e s "'I"ElDoes Not 3 [FR15] -ducts or plenums. E]Not Observable -,4%qE]Not Applicable HVAC piping conveying fluids R-_ R- ;E]Complies [FRUIF�C,'�above 105 9F or chilled fluids ElDoes Not 'below 55 PF are insulated to�?:R- 1`10111�lt 3.ON— ;E]Not Observable 'E]Not Applicable 403.4.1 'Protection of insulation on HVAC *44,,, ElComplies E] [FR2411 piping. Does Not ,4E]Not Observable ,'E]Not Applicable Hot water pipes are insulated to R- R- ,LJComplies [FRI81�,-%I a tR-3. :E]Does Not !E]Not Observable ;E]Not Applicable Aw- -777�77777777- or gravity dampers are; ' si 'ElComplies Y Not [FRI! 2,1Z';installed on all outdoor air ,"'�''intakes and exhausts. WZ n", E]Not Observable E]Not Applicab le Additional Comments/Assumptions: 111 High Impact (Tier 1) 2"," Medium Impact(Tier 2) 3,= Low Impact(Tier 3) Project Title: ADDITION TO GORKSY RESIDENCE Report date: 12/01/20 Data filename: C:\Users\David\Dropbox\Shared Drawings\Gorsky\gorksy REScheck 12-01-2020.rck Page 4 of 9 5 X, Vie e P" I 'Vial Plan V 4 �e�l.f A4 'X , E]Does Not ElComplies Z l" 7 303 All installed insulation is labeled 01", R I k1 or the installed R-values — 44 provided, Fill El Not Observable Not App icab e 402.1.1, Floor insulation R-value. R- R- !LJComplies See the Envelope Assemblies 402.2.6 E E] Wood E] Wood 'E]Does Not table for values. [IN1]1 El Steel Steel iElNot Observable 0 :0Not Applicable 303.2, Floor insulation installed per g° 5 110Complies 7 —w A" 0 Does Not515411 N-1114-0-111 "'ZI 402.2.7 manufacturer's instructions and 4&0, El [IN2]1 in substantial contact with the t V "T i�l'M R rA "EINot Observable Vl underside of the subfloor, or floor framing cavity insulation 'IS I'll Ir", -/,--,�,-,,IEINot Applicable contact with the top side of W'j sheathing, or continuous i"Ar 9 insulation is installed on the A- underside of floor framing and extends from the bottom to the 0 01 top of all perimeter floor framing r1y it"1, 7 -w0fi members. F - -3 402.1.1, Wall insulation R-value. If this is a: R--- R- ;E]Complies ;,See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the E] Wood F-1 Wood UDoes Not table for values. 402.2.6 wall insulation on the wall I El Mass E] Mass °E]Not Observable [IN3]1 exterior,the exterior insulation E] Steel E] Steel ;E]Not Applicable 10 :requirement applies(FR10). We� ' phes wk�- "G., Y ElCom M 303.2 Wall insulation is installed per J 'Z [IN4]1 manufacturer's instructions. E]Does Not �t", 2, i;,-:"--E1Not Observable U K NNIMN E]Not Applicable A Additional Comments/Assumptions: 11 High Impact (Tier 1) R Medium Impact(Tier 2) 3]Low Impact(Tier 3) Project Title: ADDITION TO GORKSY RESIDENCE Report date: 12/01/20 Data filename: C:\Users\David\Dropbox\Shared Drawings\Gorsky\gorksy REScheck 12-01-2020.rck Page 6 of 9 ' Project Title: ADDITION TOGORKSYRESIDENCE Report date: 12/01/20 ` . Project Title: ADDITION TOGORK5YRESIDENCE Report date: 1201/20 ^ . Prow 0 en rispdidti ElComplies Compliance certificate posted. E]Does Not E]Not Observable 102-1 E]Not Applicable 3033" Manufacturer manuals for Compl es mechanical and water heating E]Does Not "—"4E]Not Observable systems have been provided. �E]Not Applicable Additional0mmments/Assumptions: ` I I High Impact(Tier 1) Medium Impact(Tier 2) 1,3,]Low impact(Tier 3) Project Title: ADDITION TO6ORKSYRESIDENCE Report date: 12/01/20 Data fi|ename: [:\Users\David\Dropbnx\Shared Dravings\Gnrsky\gorksyRESchecklZ-Ol-202O.rck Page Qof 9 2015 IECC Energy Efficiency i is Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rat I ing Window 0.30 0.40 Door 0.30 0.40 eating&Coolingtquipmehi Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL MOTES: 351_011 I. ALL 5TFUCTUAAL LUMPEA TO PE NEM-FIA NO.2 OF,POTTER FP SINGLE - 8501"51 FP AEPOTA11VO-9781"51 D-1,3000001`51 6'-0" 2. ALL CONCM,, S 1`0 [t MINIMUM 3,5001"51 AFTEP, 28 PAY5 ANP IN COMPLIANCE WITH TAPLO r402.2(5EE 5I-fFf A-6) '-0" 91 - 91-8 2'-0 3. POUPLE ALL FLOOP, FFAMING UNPET PATALLOL PA"TION5 O 4. PTIPGING SHALL C3O FUANI5HW AT MI195PAN OF &L J0151"5 OVER 6-0" NOTE; 5, PO NOr SCALE OFF PAAWING5 FOA PIWN510N5 .:;• ALL PECK Ff?AMING TO PF PITSSUt?F T�EATEP 6. THD FOUNDATION ANP FOOTING NAVE 13PPN PE5IGNDP U51NG A PIT5UMP11VP LDAP PLATING CAPACITY OF I-TON (2,000 P5F) POP, 12" WIPE x 6" PEEP POUP:FP :•':;, D LUMC3Fi?WITH FITNFf:STAJNLE55 STEEL op NOf a EXISTING SOIL, 5EE MtF A401.+1 (5HDDr A-6) CONCM11; PAP 1`0 ACCFPr 1301'TOM I-----------I A-6 PIPPFP GALVANIZED FA51`;NEI5, CONNFCr0I?5, 1, MDCHANICAL 5Y5SM TO COMPLY WITH CHAFSP,512 TWOUGH 24 OF Tl E 20201?F51PDN11AL COPF OF NFW YOPK 5TATD, OF 5rAIP5 I I & I-----------I = 8. PLUMPING 5Y5TFM TO COMPLY WITH CHAPTFp5 25 THPOUGH 33 OF THD 2020 PD5I19DNTIAL COPI: OF NDW YOPK 51ATE, 9. OLDCTICAL 5Y5TFM TO COMPLY WITH CHAPTFA5 34 THFOUR 43 OF THE 2020 P,D51PENTIAL COPD OF MW YOP.I.' 51`ATF, I I 10. ALL C1A55 TO PE 11'211 IN51ATO19 LOW 'O', ANY GLAZING 1HAT 15 CON5I19OADD TO It IN A HAZATPOU5 LOCA110N A5 '� -- - 1-- 41--T--1--17-T--1 -r- - — 6"x6" PM55UPT 1MATFn P05r PDP,308,E OF TND 2020 M, 5IPDNT1AL COPD OF NDW YORK STATE, GLA55 SHALL 13F TOMPEAOP ANP 0 I1. I O I I, PTOVIPOO C3 OICKING A MID51"AN OFFAL GNTD�OT ANP DXTDp 0 LOAD P�ATING SAFOT'Y GLAZING ST'ANDATP WITH WHICH If COMPLIOS. N 2" 12" Ipn� — I_ _C 2" 12" c�iP.t _ —L c 3�2" 12" Ipn± l=am T' 12, PTOVIPO 'HUTAICANE CW5 Ar ALL FAFTEF ANP COILING PEAM TO PLAT CONNDCT10N5, 5EE 5fFf A-5 FOPALIL A55OCIATOP 5TFAPPIN6 & HOLP-POWN PEAL51 I I I I I I I I ( I I I I I I I I I I I I i i 12'0 POUn CONCrFTr PE;S MINIMUM -0 " 13, PAOVIDD FIM-5TOPPING IN CONFORMANCE TO A602,8 OF THE 2020 AESIDONT1AL COO OF NOW YOFK 51`ATE, 1 I ( I I I I I I I I I I I I I I I I I I I I I I I I 13ELOW GSE• TYP 14, AoOFING UNPDT-LAYMPNT'APPLICATION IN CONFORMANCE r0 A9052 OF THE 2020 P,ESIDON11AL CODE OF NOW YORK 5rATO, ICO 13MM EP,TO PE IN5TALLO9 IN &. AI A5 THAT NAVE A 1`1I5TOTY OF ICO FOAMING ALONG DAVO5, VALLEYS OTC, M POP P,905 3.2 I ( I I I I I I I I ( I I I 15, ALL NAC3ITAPLE ROOMS TO NAVE A MINIMUM GLAZING AITA OF NOT'LE55 THAN 8i IN CONFOTMANCO WITH 303 OF THO 2020 M51PENT1AL C:OPO OF NOW YORK 5rAT . I I I ( I I I I I I I I I I I I I I I I I I I I I I 2"X8" PECK PERMS @ 16" o,C, 16, ALL HA131fVLE AOOM5 T'O NAVO A MINIMUM VENTILATION HPOA OF NOT'LE55 THAN 47. IN CONFORMANCE WITH 303 OF TNO 9'}g" 2' "k 2020 AE5IPENT1AIL COPD OF NDW YORK 5rATO, I ( 2"t12" �IP A I <�) 2"kl2" It;DE ; C 3J_2"i 12" It?n� , 18. FOOM5 SHALL HAVE MINIMUM COILING H IGHT'5 IN CONFORMANCE WITH 305 OF THD 2020 TE5IPENT1AL COPD OF NOW YORK STATE. - 19, ALL WINDOWS TO r3O 'ANDOASEN' x}00 51 AF E5 UNLD55 OTHDP,WI5O NOTOP. OGKO55 WINPOW5 POP, 310 OF TIS II'�II" 5'12" -FF IZ'' 1;11= O 2020 M51DON11AL C;OPO OF NEW YORK 5TAS, U-VALUD - 3 , 5HGC - ,40 I -- 20. ALL NDW STAIRS, LANDINGS AND HAN19TAIL5 TO It IN CONFOPMANCO WITH 311,7 OF THE 2020 P,E5I19ENI& COPD OF NOW YOPK 5rATE, ' :: 21. GUAR125 FOP,ALL NOW POPCNE5, 13ALCONIE5 AND AAMP5 TO PE IN CONFOFMANCD WITH 312 OF TND 2020 TE5IDON% COO ArrACN PECK 13EAM5 r0 NOME WITH PTT1Z OF NDW YORK 5rATOl I I I I I I I I �,I �'I,� `� �� I i : - I 51MP50N 5TP.ONG TIF, 5MPFV L5 SKEET A-3 22. A MINIMUM 18"x24'1- CRAWL 5PACE ACCF55 51-I&L PD PAOVIPEP IN CONFOFMANCO WITH T408,4 OF TND 2020 FD51PON11AI. 1 ' f ,� _ �, " I I I ATTACH PECK 13FAM5 r0 HOME WITH l I { �.� :,/' , SrANnAln ST��L COPE OF NEW YORK STATE, Pf11Z 51MP50N 5TPON6 111;. 5FE I i I I I I I I �..- i - I i 23, A MINIMUM 22"x30" ATTIC ACCF55 9-K. r3E PAOVIPOP IN CONFOAMANCO WITH W07,1 OF THD 2020 M5IPFNIAL nFr&5 5HEEr A-3 ' ' ' ' ' ' ' ' iy,,`' ,� i� PIPS COLUMN ON I I :�, I OPS LF Cf?AWL SPACE V�NrS IN - — - - i , „ g 2'-0 X 2'-0 I I I ACCOWANCE WITH P,408,1 (TYPICAL) COPD OF NEW YORK 5TATO, '� i r-- x 11-01, PFFD i I I POWN2 CONGM I I I 2'x10" LEPGEI?130At?P aoLrTO TIE NFW FOUNPA11ON I FOOTING FOUNPATION WITH 5/8"Y/ PG LT5 EXl5TING WITH #5 PAP5 � L-'-_J @ 24" OC, 5rAGCANTP 20,-5" I I I @ 1211 O.C. ; nf?ILL & EPDXY ' I W.5 INrO FXI5T1NG CONCP, TS ' NFW 2"X8" I FLOOD 13EAM5 @ I I `•:. I N �p NFW 2"X8" �O-� 16" O.C, —_ FX1511NG _—_—_—_ I -—- FLOOOP,13FAM5 @ - - I I .•' i - - NFW 8" n " ' I Proposed I I .a I NVI F POUI?EP CONCt;FTi; FOUNPAT10N Verification Notes: 2X8 FLOOD 13EAM5 I 16 O.C.OCWALL ON P-8"' WIPE x 8" DEEP POUMP @ 16" O.C. I T I Crawl Space I I „ I I I I •._ I CONCP.ETE F0C�11NG WITH 2 x 4 KEY-WAY ANP -ALL NEW GIRDERS, BEAMS AND HEADERS HAVE BEEN CALCULATED (FOR THE SPECIFIC LOADS THEY ARE LFGFNI2 I L-,-J FLL$fAMP1`o NSW 2" I1 I _ (2) #5 MPAIP, MIN, 3'-0" P3 LOW CAMP , f'OUi? CONCW-TE x Ft7 COAL CARRYING) BY THIS OFFICE AND ARE VERIFIED BY THE ARCHITECT'S SEAL. 2"x10" LFf7GE;l?60A1?nt301.1'rOFOUNnATiON I 1M7N6-6-MIi.ray VAPOt;6A1?I'.It;k, 11 �:°. I WASI?WOOF EXSP,10k FACE OF WALL� 1;XI5111\16 POUf?EI? CONCI?�S POUNbA110N WALL WITH 5,1611 0 POO f5 @ 24" O.C.5TACiaMP 0 (2'-0" HIGH) I I I (TYPICAL)(2) 2"x6" rM55Ut?E TMATEL? MUP511L -THIS PROJECT COMPLIES WITH THE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE - I I WITH 5/8" 0 ANCHOP POLr5 @ 56" O.C. 7" 8" WIPE POWI�P CONCITT� POUNPA110N WALL ONI MINIMUM EMPEPWW COPPER TPMITE SWEEP -THE MECHANICAL SYSTEM SHALL COMPLY WITH CHAPTERS --_.-- 10'-2-" 10'-2-1 " I O .: 1'-8" \MM x 8" nETP POUI'�P CONCH T - FOOTING ___ __ ____ _ 2 ANP FOAM 511-L & (TYPICAL) 12 THROUGH 24. ----- WITH 2" x -4" KAY-WAY AN12 (2) #5 MPAP, MIN, -THE PLUMBING SYSTEM SHALL COMPLY WITH CHAPTERS I I 25 THROUGH 33. 3'-0" MLOW GAF, WATT MOOF �XTI fPIOI' FACE O1" NFW FOU WAIL (TYPICAL)(2)2"x6" PT�55UM TI'�AT�b \/EDIFY EXI5TING CRAWL 5PACF TIF NPA11oN r0 EXI511NG WITH #5 -THE ELECTRICAL SYSTEM SHALL COMPLY WITH CHAPTERS MU1�51LL WITH 5/8" 0 ANCHO? 130L1'5 e 36" OC, 7" ACCF5518"x24" MINIMUM IN PAI25 @ 12" O.C, ; PDLL & EPDXY PPP,5 INTO 34 THROUGH 43. MINIMUM �M3RnM f. COPPM Tf?MI1F5HELn ANP I ACCOPPANCF WITH IZ408.4 EXI511%CONCH-fI -PLANS ARE PREPARED IN ACCORDANCE WITH CHAPTER 11 (ENERGY EFFICIENCY)AND THE 2020 ENERGY FOAM SILL-SEAL (TYPICAL) CONSERVATION CODE OF NEW YORK STATE. SEE ATTACHED 'RES-CHECK' FORMS. �N� 7 2" x 8" FLOOD J0151'5 @ 16" O,C. ' Purner -THIS DWELLING IS INTENDED FOR SINGLE-FAMILY USE ONLY. 5P Wlf? SMOKE 1:21�1�C1'Ot? o IN CONPOTMANCI� W/ 51�C110.N X314 ANP 51�CTION5 AJ 501.6.1, o A-1601.8.1 & AJ6013.1 OF THS 2020 P.1;SIn�N11AL COn1� OF NSW YOLK 51'A1�. ,;;'N Existing Open Cellar RETAIPI STORM WATER RUNOFF p!jP,nNANT TO CHAPTER 236 w . Oil I OF THE TOWN CODE. S �� SCM Wlp�n CAt'130N MONOXIn� n�1�C1'Of? IN CONPOpMANC� rank I W/ 51 C010N F? 515 ANP 5�C110N5 - —V—- _ F45T1N6 AJ601,81 & AJ8013.2 OF TNO 2020 — -- -e------///SIT -- -«>2"x1 o" GIff7Et; -------- M5119�N11AI COPS OF NSW YOM 51'AT. � .SCMZZ 2. 4. ,I TABLE R301 . 2(1 ) REcUP�-P!7NTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ,N Yc, ; STATE. x I FriPti d�� PT CxtE:ric*r' ;'�t.lr?v �J[r Up Electric installed, rep ced or WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN Panel repaired shall :onform GROUND to Chapt -172 SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS e FREEZING ANNUAL , LOAD ° SPEED d TOPOGRAPHIC SPECIAL WIND WIND—BORNE CATEGORY t WEATHERING FROST INE TERMITE c TEMP e REQUIRED h INDEX i TEMP i V of the Towi Code (mph) EFFECTS k REGION i DEBRIS ZONE m DEPTH 20 P.S.F. 140 NO NO YES C SEVERE MODERATE YES NSA 1500 OR TO HEAVY LESS Unexcavated C•`` ,: ?L`:' W! ; H :ASL CO'"a:=v (),'' n V,I,F, EXISTING FOUNDATION P,1`�`.V Y�9'< ST�'�Tc & TOWN CODES MANUAL J DESIGN CRITERIA MINIMUM 3'-0" BELOWCAWA . 1,"- RLOUIREG INDOOR HEATING t t 1 IF EXISTING FOUNDATION IS NOr MINIMUM WINTER SUMMER ALTITUDEDESIGN DESIGN TEMPERATURE ELEVATION LATITUDE HEATING COOLING CORRECTION FACTOR TEMPERATURE TEMPERATURE COOLING DIFFERENCE 3'-O" PFLOW Gi?APF.Pf;OVIDF 12"x12" --------- POUP,Fn CONCMTT PINZ5, MINIMUM/'-0" TC: ""'NG BOAR 13FLow Gr?AnF, UNnFf?6"x6" PosrS SOUTHOLD T 01 N TRUSTEES WIND WIND d.I.C.DEC COOLING COINCIDENT DAILY WINTER SUMMER Proposed Foundation Plan VELOCITY VELOCITY TEMPERATURE DIFFERENCE HEATING COOLING WET BULB RANGE HUMIDITY HUMIDITY rLECtRICALYRSMCTIONREQUMW Scale - 1/4" P-01-O" For SI: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s ADDITIONS & ALTERATIONS TO b. MM TNF FAO5T LINO P1:PT i MQUIPE519FFFFT FOOTINGS THAN INPICATP IN FIGURE F,403.1(D' Tit FA051'LINO 12E1"TN 5MN6111 ADOUIP.D)FOP,WEATNETING SHALL GOVETN, TIf JUAI5t9IC-lON SHALL FILL IN 1HD FT05r LINE PDPTN COLUMN WITH THE GORSKY RESIDENCE THE MINIMUM PEPTH OF FOCmNG POLOW FIN15H GTAPE, 1020 Glenn Road JI THF JUP,I5PIC11ON SHALL I'LL IN THI5 PAPE OF THE TA.PLO WITH THE MEAN ANNUAL TWPEPArUPE FROM THE NA11ONA CLIMATIC PATA CONTP DATA TAPLD "AIA FAEOZING IN12EX-U5A WTHOP (PA5E 32 F),n Southold, New York 11971 n, THD JUP,I5PICT10N 511ALL FILL IN THO5O SECTIONS OF a TA13LF r0 E5fV( 151-1 THO 1:9E51GN CJTP,IA U51NG TABLE la Or, Ib FROM ACCA MANUAL J Or,E5fVLI5HDP CP,ITOAIA 19FSrMINDP f3Y Tlf JUTI5PIC110N. DRAWINGS DESIGNED IN ACCORDANCE W/ THE 2020 RESIDENTIAL CODE OF NEW YORK STATE JOHN R. BRACCO & THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE Registered Architect DAR 111 Railroad Avenue Sayville, � aohr�a�g�cco n� y New York 1178&2 �, ra ph.(631) 589-9888 ' fax(631) 589-9889 sT ,025063 �� December 7, 2020 qTF OF N � 01-6 6'-0 V-611 R402.4.1.1 Installation *-NO';: Deck ng The components of the buiidingthermaienve%peas indicated inTable R402.4.1.1 shall be installed in accordance with the manufacturer's instructions ALL 1:21�CK TAMING f013F and the criteria indicated in Table R402.4.1.1, as applicable to the method of construction. Where required by thebuiidingoffciai, an approvedthird M55UIT-TMATl 19 LUMI3�p party shall inspect all components and verify compliance. WITH�ITHFf?51'AINIX55 511E L Or HOf 19IPFp P GALVANIZrI2 TABLE R402.4.1.1 FA51`;NN�5, CONNFC1"O?5, N. 3'-O" HIGH W001712A1LING & NAP.nWAI?� WITH I/4V 5fAINl-1�55 ALUMINUM f?AII-5 @ 3911 O.C. AIR BARRIER AND INSULATION INSTALLATIONa COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Ian, Existing Sun Room 3'-O" HIGH WOOt7 HANr7I?AILS A continuous air barriershall be installed in the building WITH 1/4"0 5fAINl-1�55 Existing envelope. Air-permeable insulation shall not be used as a ALUMINUM PAILS @ 3,9" O,C. Breakfast General requirements The Exterior thermal envelope contains a continuous Area air barrier. sealing material. �TMX' �V�Crll% ,Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling or soffit shall be New Deck 9 r. aligned with the insulation and any gaps in theairbarrier The insulation in any dropped ceiling/soffit shall be FIN15HFP MOOT:fO Ply 1/2" 13ft-OW N Ceiling/attic shall be sealed. aligned with the airbarrier. 5UNPOOM FIN15H�17 FLOOI'. VW Access openings,drop down stairs or knee wall doors _ ,- 1 to unconditioned attics aces shall be sealed. CV 21 1 0 Existing Existing Existing 1 Kitchen Living Room Bedroom Cavities within corners and headers of frame walls 51-211 15''1111 shall be insulated by completely filling the cavity 1 1 I X711 1 i 1 �j11 The junction of the foundation and sill plate shall be sealed. with a material having a thermal resistance, 2 `6— 2 -74 , 3 '0- 3 'I �J -5T Walls The junction of the top plate and the top ofexterior walls R-value of not less than R-3 per inch. Nf7-1 . -�� (3)2'x�3" )2"x8" H19-1- shall be sealed. Exterior thermal envelope insulation for framed rl ,I, , t Knee walls shall be sealed. walls TW21041C-2 , TW210910-2 - �®� wJ On. shall be installed in substantial contact and ' �O a- continuous alignment with the air barrier. X_ _ O Existing Existing Windows,skylights and doors O Exist. The space between framing and skylights,and the jambs b U L 1 O Dining Room Bedroom O Bath — �, � _—_— _—_ of windows and doors,shall be sealed. , >� , O = Exist. Existing 0 Bath Mud Room Rim joists Rim joists shall include theair barrier. Rim joists shall be insulated. I r I . v 0 I � Floor framing cavity insulation shall be installed to I I \ QI �J maintain permanent contact with the underside of A I'I ` ' A Existing subfloor decking.Alternatively,floor framing A-6 III \ I - 0 - A-6 MasonPlatform Floors,including cantilevered _ ,�, , Op N The air barriershall be installed at any exposed edge of cavity insulation shall be in contact with the top side 1 , New &steps C? K\ _ t floors and floors above insulation. of sheathing,orcontinuous insulation installed on — ; SUri OOT11 O N garages the underside of floor framing;and shall extend NSN �, i \ CATH�t7f?AL�C<11_ING — Kl from the bottom to the top of all perimeter floor ( - framing members. N I �\ I 'C' r, Existing �,t G------t------7 I It LJ Breakfast Existing First Floor Plan Exposed earth in unvented crawl spaces shall be covered Crawl space insulation,where provided instead of Brea0 - Crawl space walls with a Class I vapor retarder with overlapping joints floor insulation,shall be permanently attached to Area O taped. the walls. O Scale - 1/8" - 1'-0" Duct shafts,utility penetrations,and flue shafts ,� \ 0 Shafts,penetrations opening to exterior or unconditioned space shall be — = 11 - 11 sealed. 20'-'l V�PIFY 1 4511% 1 3/4" X Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled with insulation i 11 '718" MICPOLAM(MIN) L 1�\�/ L�G�NIZ Narrow cavities — that on installation readily conforms to the available —15 cavity space pef• .� _I NSW 2"x_WOOf2 5TUI2 WAL5 C 51�1� PLAN5 FOP 511.11? THICKNF55) 1/ 2" 6Up5um board Interior F ini5h �X15VN6 211x_WOOI2 5TU12 WA-L5 (51�1� PLAN5 FOP 5TUP2 THICKN�55) 1/ 2" Gypsum 13oard Interior FInl5h Garage separation Air sealing shall be provided between the garage and — PW ___------ conditioned spaces. __________ �XI511NG WOOIZ 5TUf7 WALLS TO C3� p�MOV�12 Recessed light fixtures installed in the building thermal 2"x WOOIZ 105f5 Recessed lighting envelope thermal light fixtures installed in the building O ExistingExisting ExistingF--� thermal envelope shall be airtight and IC rated. Kitchen Living ROOM Bedroom ��`%I MIN, 50 CFM �XHAU51-FAN TO COn� shall be sealed to the finished surface. I •• I In exterior walls,batt insulation shall be cut neatly to CO WIPTI2 5MOKF_ I2FTF-CTOP2 IN COWOP WANC� W/ 5�CTJON 314 ANIZ 5�CWN5 AJ 501,6.1, fit around wiring and plumbing,or insulation,that St7 J801,3,1 OF THS 2020 �51MN11 P2AL 2 Or NSW YOPK 5TAT�, Plumbing and wiring — on installation readily conforms to available space, A-1601,8,1 & A shall extend behind piping and wiring. The air barrier installed at exteriorwallsadjacentto WI�I2 CAP2l3ON MONOXII2� MT_CTOP� IN CONFOPWMC� W/ 5�CT10N 315 AN12 5�C110N5 Shower/tub on exterior wall showers and tubs shall separate the wall from the Exterior wa//sadjacent to showers and tubs shall be CM AJ601.8.2 & A.1801,3.2 OF TNS 2020 f?�SIn�N11A1� COM OF NSW YOpK STAT shower or tub. insulated. n The airbarriershall be installed behind electrical and x 11 -718" 1,91126iF MAM Electrical/phone box on exterior walls communication boxes.Alternatively,air-sealed boxes2 �— shall be installed. t7n. �'6� " x 10" p00F MT�P?5 @16" O,C, Wall C HVAC supply and return register boots that penetrate Oven "� 2"x6" COLLM 11F5 Co 16" O.C. I/3 [?OWN FP OM IMT TO P?IIZGZ HVAC register boots building thermal envelopeshall be sealed to the subfloor, — ��-7 211 x611 13AP P2 IL VAULT 13�AM5 @ 1611 O.C. W/ VINYL VWwi MAM2 POP2CH PAN�I- wall covering or ceiling penetrated by the boot. 2"xl O" P?00F �T�P?5 @ 16" O.C. ON 2"x12" SLFNP�P: ON P.A�T�P'S P.'UNNING IN SAMA Where required to be sealed,concealed fire sprinklers shall only be sealed in a manner that is recommended by the Existing ExistingExist. PIPFC110N Concealed sprinklers manufacturer.Caulking or other adhesive sealants shall — Dining ROOM Bedroom Bath not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Exist. Existing U "11 Bath Mud Room a. Inspection of log walls shall be in accordance with the provisions of ICC 400. Up (2)2"x8'1 N O O O WORK CLASSIFIED AS A LEVEL 2 ALTERATION & 'X ADDITIONS. ALL WORK TO CONFORM TO THE Bnl New B A-3 portion a-3 PROVISIONS OF SECTION AJ501 , AJ601 & AJ801 -—- 10" 0 POUND LOAl2 IXApING 611 PIAMMV O L_ _PLYWOOD 131�AM -- — COLUMN 51�r 1 -r&5 ON 51-Ifff A3 BEDROOM COUNT: N TNS CONSTP?UC110N TYPE -- �XI"M FEWNCS -- 4 �MOOM5 12�516NAT10N SHALL I3� — P��I-�C11V� WHIT 11111 111111 1111111, I I IVI I Or? I I,,/I I 20'-III I ppOp05�n �51 n�NCS - C�f nf?OOMS TO IWICAS THS CON5TPUC110N 2 CLA551FICA110N OF THSFLOOD? MAMING, INCI-VING 5VUCTTp UNMP, II I GII?12�f?5 ANIZ 13�AM5 51�C110N 602 OF TNS 13CNY5 I pl P?ODF FP?AMING ADDITIONS & ALTERATIONS TO 11GY�11 FLOOP:Mt9 WOW FP?AMING GENERAL NOTES: MICRO-LAM BEAMS THE GORSKY RESIDENCE 1,�FL� nyV / I r\ 1020 Glenn Road I, A MINIMUM 0r I5" OF P3 APZIN6 LFNGTN 15 ITQUIP N9. 5F� PP?AWIN65 FOP?P05f'51z� pFQU11?Tb, PAN TON�#187 2. 1 FAP W ACPZ055 FULL LFNGTH OF BEAM 15 A55UMF12, Proposed First Floor Plan Southold, New York 11971 21 3, LAf'�FAL 5UP POP?T ffQUIFW Af REAPING FOINf 5, 5TPOKf4, 16" & 18" 12�ff P3 AM5 ARF fO PF 0N)` IN M1TIPLF UNIT5 ONLY, 12�51GNATlON SOP? STf?UCTIa�AL 5. NAILING P'AT11;t?N FOPP,A55WItY OF MULT1P UNI5 TO It A MINIMUM (2) FOWS JOHN R BRACCO COMPONWr5 THAT AM OF OF 16P NAIL5 @ I2"O,C, (3) pOW5 OF 16f2 NAL5 AT 1211 O.C. F01? 141', 161' & 181' MAM5 "�ED VU55 TYPT CON5TPUC110N �xi5tinq Llvinq Area; 1,864 5Q,FT, �� R� 6, ASSUME �C3 - 2800 p51 �-2,000,000 P'S1 Registered Architect Truss Sign Iro osed Livin Area; 1,89 SQ,�T, ca g 1. MICPZO-LAM P3 AM5 Ali MANUFACCTLIF 12 PY TPU5 J015T COPT. ANP P15f1?1I3MI9 I Y MAJOp PUIXIN6 ppOPUCT5, MFPFOP\P, N.Y. p q 111 Railroad Avenue cv io V n,ngACCO New 5un PZoom '349 5Q,FT, , replaces �xist►ncl Sayville, New York 11782 � 8, ALL J015T P IANG�t?5 TO PF MICFO-LAM METAL LUM6FP?CONNFCTOP?5, 5�F 17P?AWINGS SOP?HANW,PE51CANA11ON 3'�' Scale - N,T.5, ph.(631) 589-9888 fax(631) 589-9889 \�� 025063OQ; December 7, 2020 OF N - Conditions Not Shown in the IRC I n ---------- 4`10 x 21. + T Allovivblc Tension Load (113.) (1160) !R�7 C".:--4- clfl Stronl I Aric .1-DrveO' 1',Ici d c I ma- neer-I-D;-4 an Cj- Dia, Dry h. (-I- t0":-nc, A.-, c'�7"r1f"'.I I D -,c revl.,s to TOP or Typa culp anl at':�a. '�--vzt e DF/SP de of t! SPF/HF DFISP I SP I'M F o I I Uin, from bottoni 0 of he(Im t,.-. center Fl, 7 z ETT1 C_ X10 DTT1 DTT1 Z - 750 lb. Assembly 0 of lo,,rl.,e�,t f,-i.-_;tener 0 0 Condition 1 - Holdmvn Cannot Be Installed 0 1 0,_ X 1,; 9110 0 ............ ET�?7. ------------- ------ 'h��UTT 17 IS -1 U'�l lm<l�' '3zL�Fj Flush �-Jth Wall Sheathing II zin(I Beat -------------- I s-_a*h!nq o- f�a�-n,o,a,�d -an b;a :1- 7 c.,-,Iijmn [,v LEFT FRONT RIGHT 3-D N2.61ner j&_, I j�' D 1 1, V-1-1 I r SIMPSON STRONG-TIE u,- '.c'c' -I S CIVIST Strap Lcn--i �'ct-,%- ar�!_:'-crs lui:� t,,,-j L-,lDTT1Z s nt I a•10,, C o n f i g oration I S S T i r,I-- H DCi Installation DTT1Z DECK TENSION q .00- colurnn t Condition 2 - Top of Wall Plate Does Not i! '�11717 TIE DETAIL 't D TT 1 Z dic9meter DTT1 Z SCALE: N.T,S. Don over-drke Align with Bottom of Dock Joist !i-ing sere,f Thr- 42','!'52')`!-�� 17,,C dz--'-' 1-i -)TT on ho-cm Predrilldia. threaded Pred,r:l!ira not required v..it'n °_ -,x a a. E 2X nlr�71-�[ .- j Strotiq-Dri, e -1 iiTiber-Hex HOG Scre%%,. D_7T-Z al ----------------------------- (S d i ri.q nl)16 s!io,;n for clarit-il) F C T stray.' Fig Lire 4 in- Hol dotn�r-1I-J, edge distxice (sec It it tl ---------------------- K,11 i n i 11-111 M end distance to arirtior- Sep DESIGN LOADS STRUCTURAL LOADS USED AS PER 2015 INTERNATIONAL RESIDENTIAL CODE L---------------------------------- AND NEW YORK STATE 2016 UNIFORM CODE SUPPLEMENT CON11NUOU5 F11261� WN-r TYPICAL) I I AREA LIVE LOAD P.S.F. DEAD LOAD P.S.F. TOTAL LOAD P.S.F. 2" x 12" II'R26E BEAM ALL FLOORSTYPICAL 51,019N2 FOOFINCI CON5TUC11ON EXCEPT BEDROOMS 40 10 50 30-YEAR ARCHITEGTUM A5PH&T kOOF Exist. BEDROOMS 30 10 40 5HINQX5 OVEF 15-1,13 ITIT PAPW ON Bath ROOFS 20 15 35 1212 5V 8" CLA FI,YWOO19 SHEATHING,WEATHER & ICE 5HIFI,12 & PFOF`I;k FlA5HINCAA5 F�0'12. 0 CEILINGS 20 10 30 (LIMITED ATTIC =< 3/12) 5FT 1&05.2) CEILINGS 30 10 40 2"x8" FA5CIA 13OARP; CAPPED IN ALUMINUM y (FULL ATTIC) 15P DECKS 40 10 50 4cm GROUND SNOW LOAD 201'-41,+ROOF O\/FPrlAN6 W1 Existing Existing Existing 0 VINYL WWINCA 5OFFIf SYSTEM(TWIC&) Bedroom A- -% _'11'5t9 Loft Area Bedroom CC) 2"0" COLtAIZ VE5 (g 3211 O.C. I/3 12OWN FROM PLATE 1'O IZIPC6 nn I Flnl5h Floor VINYL VENTING PAPN2 PORCH PANEL, 6' RAV11,15 2"x8" Poor MTI;5 @ 161, O.C. (2)2"xl2ll LAY-O\/�F, POOP FPAMINO 2! 10110 FOI,YMIP LOAI213EA2II\16 COLUMN NA1,11\16 PAP W.F. EXISTING FOUN12A1I0N MINIMUM _0" PIOW 6m. . 11\15T&L L,1�6NTF15 OF 5IMP50N C516 IF EX151"IN6 FOUNPA110N 15 NOT MINIMUM PrIlMiffly /COIL,1�1:2 5TWPIN6 FrOM LAY-OV�P, 3'-01 I BELOW OME, ITOVI12E 12"x12" PIOOFfO ATTACH WITH FOPOUREDCONCMTI� PINZ5, MINIMUM 3'-O" FMMIN6 13ELOW CAF,,AM, UNPN�NEW COI,UMN5 4) 612-COMMON PDX NA1,5 INTO SACH M�MP�P, Section B-B L-------------------------------------------- 5cale 1/4" - 1'-011 �IN� O�FPOOFL3EIOW K L NAILINC4 rAP TO (3l: MECHANICALLY 1_71 ------------I FA51'F-NF12i2irRTY TO rommy L POOP FMING M�MDP,5 Pl�LOW Proposed Second Floor Plan WITH A MINIMUM OF (30 *1 NOTF,; FOP, CONN�C110N5 OF 10[9-COMMON PDXNAI_5 5cale 4 1'-011 LAY-O\/FT AN12 FA,51: VALLEY THPOU6H THS NAILING PAP INTO �X15VN6 2 W0012 5TU12 W&L5 C 5�1� 191-AN5 FOt', 5TU12 THICKN�55) 1/ 2 Cqp5um Poard lrterlor Finish X0015: ITOVIPA 4NII-INCA IAt2 SACH PPIMAPY WTr,, 5111�ATHINCA fO 131� 11\15f&1,1�12 PMOP, TO 'Z\ MIN, 5,o am �xmu5r rAN TO cop� M�CHANIC&I,Y 1\11 ADDITIONS & ALTERATIONS TO FA6SINN2 f0 THI� P010N, FP\AMINC4 A� Wl[�Y,12 5MOK� 121�1�C-I`OP, IN CONFOPMANC� W1 51�CVON r,�514 AN[2 5F-CTION5 AJ 501,6,1,M�MIXP15. WIPTH OF 13AV 151_FKrll AJ601.8.1 & A_1801.�?.l OF THS 2020 F�51PP��N-fl& COOF NSW YOPK 5fAT�. THE GORSKY RESIDENCE 5MI- ACCOMMOL?Afc THS FULL 1020 Glenn Road LENGTH OF THS P\AFT�r HETI_ CU'r, Lay-Over Roof Detail (Typical) Southold, New York 11971 NO POOFINCA MAT�PA_ 15&I,OMP WIM, 12 CA PON MONOXI12r 121�T�CfOP, IN CONFOrMANC� W/ 5FC17I0N 12315 AN12 51�C1101\115 P�N�ATH THS OP, -171-1S Scale - N.f.5. CM AJ601.8.2 & AJ801,3.2 OF THS 2020 CO2 OF NSW YOFr, 5fAl-r,, I,AY-OV�P A55�MP1,Y, \/FN11l,A-nONJOHN R. BRACCO lc�� TO THS A551�MPI_Y 15 FT-QUIM, 12. Registered Architect bbl AR 2''y,,4'' COLLAR -n5@? 32110,C. 1/3POWNTOM PLASTOrIPC4� 111 Railroad Avenue JOHN R.11311ACCO Sayville, New York 11782, AZ ate_ 41. � 211 Y, 8 POOF PW1-FP,5 co 16 OL, ph.(631) 589-9888 fax 631 589-9889 025n�3 December 7, 2020 - 3 R905. 1 . 1 (2) UNDERLAYMENT APPLICATION: SECTION R905. 2 FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2: 12), UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4: 12), UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER: ----- APPLY A 19–INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES. STARTING ----- AT THE EAVE, APPLY 36–INCH–WIDE SHEETS OF ® ® UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. END LAPS SHALL BE 4 INCHES AND SHALL BE OFFSET BY 6 FEET. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 12 UNITS HORIZONTAL (4: 12) OR GREATER, UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER: UNDERLAYMENT SHALL BE APPLIED SHINGLE -= FASHION, PARALLEL TO AND STARTING FROM THE EAVE ----- AND LAPPED 2 INCHES, DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY ----- OF THE SHINGLES TO SEAL. END LAPS SHALL BE 4 1/2" AZ�K 60AP17 ❑ _ ® INCHES AND SHALL BE OFFSET BY 6 FEET. 10'' 0 rOUN17 LOAI9 MA0N6 COLUMN R905. 1 . 2 Ice barriers. In areas where there has been a history of ice forming along the eaves causing a backup of water as designated in Table R301.2(1), an ice barrier shall be installed for asphalt shingles, metal roof shingles, mineral—surfaced roll roofing, slate and slate—type shingles, wood shingles and wood shakes. The ice barrier shall consist of not fewer than two layers of underlayment cemented together, or a self—adhering polymer—modified bitumen sheet shall be used in place of normal underlayment and extend from the lowest edges of all roof surfaces to a point not less than 24 inches (610 mm) inside the exterior wall line of the building. On roofs with slope equal to or greater than eight units vertical in 12 units horizontal (67—percent slope), the ice barrier shall also be applied not less than 36 inches (914 mm) measured along the roof slope from the eave edge of the building. Proposed Partial Front Elevation Execep t i on : Detached accessory structures not containing conditioned floor area. Scale - 1/ 4" - I'-0" 13UNn hLA51-1ING A1'ALI,POOP-WALL INSk5FCTION5 VvVATH�I? & ICS 5F-V PVH�PING UNf7MAYMI;N1'1'O MNP FPOM THS MTI; PAIL 1'O A MINIMUM OF 24" 0",FINI5111�17 5rAa MV N M�ASUP.,n HOFIZONTALLY, (A5 PSP P905,1,2) ® ® TYPICAL POOPING CON5T1'UCTION 30-YI Al?,AP.CHITI;CTUM ASPHALT BOOP 5HIN61_P5 OVI;p 15-1.13 PPLT PAPI k ON 5/8" C19X PLYWOOD 511PATHING, VUPATKP & 51EP & P1201` 1P PLA5HING A5 pP0't7, 2'YO" [,X� POAPb CAPPPI7 IN ALUMINUM(TYPICAL) 3�- —n 2"x8" PA5CIA 130AM CAPPrn IN ALUMINUM(TYPICAL) 2' 0" 1'-6" POOP OVPPJ-1ANG W/ VINYL VPNTING 50PP1T 5Y5T1;M TYPICAL 51171NG CON5T1?UCT10N; C�CJAI?IMPI�SSION VINYL SIC7ING O\/PP 1/2" (1:-3,0> 1?I6I17 FOAM INSULATION AN12 'TYVPK' VA"VIN 0'f3:,IIPI?ON I/2" Cf7X PLYWOOn SHPATNING YLM AP.OUNt7 ALL (7001:5 ANP WINf70W5 C TYPICAL) 3'-O" HIGH WOOt7 MAILING WITH 1/4"0 51 AINLP55 ALUMINUM VAIL5 co 39" O.C. 4" VINYL COFNPP 130AP.J' 5/�}"x6" 'TAX' nPCKING NIAM Proposed Rear Elevation Scale - 1/ 4" - 1'-0 ADDITIONS & ALTERATIONS TO THE GORSKY RESIDENCE 1020 Glenn Road Southold, New York 11971 JOHN R. BRACCO aEo A Registered Architect 01 46 aeco R. �a 111 Railroad Avenue �cr .��. � Sayville, New York 11782 9M1 ' tea. ph.(631) 589-9888 .'"-- fax(631) 589-9889 \4F - 02,0,3December 7, 2020 NE`s' i TTTIII LIM Proposed Right Side Elevation Scale - 1/ 4" = 1'-0' I'-O" CI MF Poor OVNIIANG 0 Proposed Partial Left Side Elevation Scale - 1/ 4" - 1'-0'' ADDITIONS & ALTERATIONS TO THE GORSKY RESIDENCE 1020 Glenn Road Southold, New York 11971 JOHN R. BRACCOo Registered Architect 111 Railroad Avenue \�z JOHN R.CRACCo o Sayville, New York 11782 . . h. 631 589-9888 fax(631) 589-9889 December 7, 2020 \�of� � — 5 T ROOF RAFTER _ ROOF RAFTER RIDGE lateral 0 o ° o DOUBLE TOP ° DOUBLE TOP o 0 ° PLATE PLATE 0 0 0 Y FOR ABU44Z & ABU66Z1 0 0 ° AFTER ° (12) 16-D COMMON NAILS o 0JOO 0 (8) 10-D COMMON NAILS O o ° ° ®° r OR 0000 o IN POST FLANGE NAILS IN POST FLANGE WALL STUD TO ° (2) 1/2 DIA. MACHINE BOLTS to ALIGN WITH o° ° (10) 10-D COMMON NAILS (10) 10-D COMMON NAILS ° IN BEAM FLANGE IN BEAM FLANGE FOR ABU88Z1 SIMPSON STRONG-TIE SIMPS❑N STR❑NG-TIE 2'M IMUM (18) 16-D COMMON NAILS H2.5A H2A SID OVER SIMPSON STRONG TIE °f°, °,�.` SIMPSON STRONG-TIE HURRICANE CLIP DETAIL 1 HURRICANE CLIP DETAIL 2 LSU26, LSSU28, LSSU210 °r •,•°°. ABU44Z (FOR 4'x4" POSTS) SIMPS❑N STRONG-TIE SIMPSON STRONG-TIE SCALE; N.T.S. SCALE, N.T.S. ° ABU66Z (FOR 6"x6" POSTS) PC4Z (FOR 4"x4" POST) EPC4Z (FOR 4"x4' POST) EXISTING UNALIGNED WORK ONLY ALL NEW WORK REQUIRED AT ALL LOCATIONS WHERE ABU88Z (FOR 8"x8" POSTS) PC6Z (FOR 6"x6" POST) EPC6Z (FOR 6'x6" POST) (ALL NEW WORK SHALL ALIGN) CEILING JOISTS ARE ABSENT AND/OR PC8Z (FOR 8'x8' POST) EPC8Z (FOR 8"x8" POST) ATTACHED TO THE TP PLATES/RAFTERHEELS AO OPPOSITE POST/GIRDER TO PIER DETAIL COMMON POST CAP DETAIL END POST CAP DETAIL FLUSH HEADER WALLS (CATHEDRAL OR TRAY CEILINGS) SCALE; N.T.S. SCALE, N.T.S. SCALE, N.T.S. NAIL AS-PER TABLE 3.6 OI- THE 2018 WFCM J❑IST RIDGE ,/R A F TE R SIMPS❑N STRONG-TIE CONNECTION DETAIL F O R CS16 COILED STRAP @ EACH RAFTER (TYP.) 0 V° CATHEDRAL CEILINGS ° SCALE, N.T.S. ° 0 o ° CON11NUOU5 0126F VENT(TYPICAL) I_SSU @ CATHEDRAL 15/411x 11 7/8 MICf'OLAM f;112GF f3NAM SEE DETAIL THIS SHEET SIMPS❑N STRONG TIE 2"x611 COLLR 11 A5 @ 16" O.C. 1/3 DOWN MOM PLATF f01?112GN WITH 8 I/+" LU26, LU28, LU210 (K-50) FIP3 FGLA55 BATT IN%U A110N IT RIDGE STRAFING DETAIL SCALE, N.T.S. TYPICAL JOIST HANGER DETAIL 12 2"x10" rOOF P.AFTEI?5 @ 16" O.C.WITH 81/4" (P-SOc) 1`I13N1?61_A55 SCALEI N.T.S. NOTE: �� 112 P3Aff IN%U A110N ALU P2 Cr,TAMING TO 13E P1255UM TMA115,;n LUMI3N1?WITH EITHER 5TA1NLN55 5SN I_ 1 II TYPICAL PROOFING CON5TP,UC110N 50--Y1;M MCHITFCT1.IPAL A5PHA,,r pOOF OP:HOf 121PPE19 GALVANIZER FA5TENNIS, CONNNCTOP,5, &I-10W12WAT� - -2I'2 -0 SHINGLNS OVNf: 6-1-13 FELE PAPFP:ON 5/8" CCX PUIYWOOn SHEATHING. WNATHEf: & ICE SHIFLl2 & PI?OPNP:FLASHING AS PNO't7.. <SEE 1'.905,2) TYPICAL S1121NG CON511?UCT10N; CEl2AP.IMPRESSION VINYL 51f71NG OVFP? 1/2" <t;-5.0) PIGIP2 WEATHFK & ICE SELF AI2HFI?ING UNI2EK'LAYMENT TO MO-FNP FP?OM THE STEP TAIL TO A (2) STUDS MINIMUM FOAM INSI ILA110N ANP 'TYVEK' VAP01:13At'PINP?ON I/2" Ct7X PLYW0012 SNNATHING MINIMUM OF 24" OVNP FINI511E12 SPACE WHEN MEA%IIT_12 HOMZONfALUY. (A5 PM P2905.21.) 2"x6" @ 16" O.C. STUI2-WALL WITH 5 1/211 (P-21) FIPEPGUA55(3Mf IN5ULA110N 2"x8" FASCIA 130API2; CAPPFI2 IN ALUMINUM WITH 5EAMLN55 6U1 TFI?5 5/4" PLYNOOP 5U3F0001?ON 211011 FLOOV MAM5 @ 1611 O.C. 6 5/4" (p-22) `D New - ANP LNAP2FI:5(C41_MP 5 NOf 5HOWN) HDU4 SINGLE SHOE PLATE FIDS FCALA55 P3ATT INSULATION Sun Room � O _ s = - I'-6" "nor OVN1?P_FANG W/ VINYL V-MING 5OFFIf 5Y5TFM(TYPICAL) o 5'-O'I HIGH WOOP2 P?AIUING WITH I/�"0 5TAINLN55 ALUMINUMP_AL5 @ 5.9" O.C. SUB-FLOOR = TYPICAL 511211\16 CON5VLICTION; CFP2AP IMPP F-5510N VINYL 51121N6 0\/FP, 1/2" (I?-5.0) —iN 5/�}"x6" 'TP?NX' t2ECKING f CAV FOAM INSULATION ANP 'TYVEK' VAPOP,13AI21?IEI2 ION 1/2" CPX PLYWOOP 511NATHIN6 <5) 2"x12" 211y,611 @ 1611 O.C. 5TUI2-WALL WITH 5 1/2" (P-21) FIP MCAG A55 PAff IN5U1,A11oN x6" PP.ESSUPE Tf;EATEl2 PO5T 6" F: °fi" PLYWOOP 5UPFLOOPP ON 211 x8" FLOOD.rl AM 5 @ 16" O.C. 6 5/q" <{'.-22) BOX BE14MFL❑OR JOISTS .:f 2"x8" 12ECK 6EAM5 @ 16" o.c. N F16FKGLA5513ATT INSULA110N II I t L__J (2)2''x6" PW-55UI?F TP.NAT P MUP2511,L WITH 5/8" 0 ANCHOR?130Lf5 @ 3611 O.C. I I (5) 134 ' x-7:T"' MICI?OLAM ATTACH 12FCK 13FAM5 TO HOME WITH Pru 51MP50N 5TP.ONG 1 . 5FN P2FTAIUS SHFFT A-5 (FLUSH) - 7" MINIMUM NM3NP WNT, COPPER TFVMITF 5HELP ANP FOAM 51LL-5N& (TYPICAL) ° I I SIMPSON STR❑NG-TIE I I z I I �}" O.P2. X ,226 SfANt2Af?12 STFEU PIPE *'; Q 2"x8" 12NCK 13NAM5 @ 16" O.C.WITH 6 5/�}" (P,-22,) FI(3FI?GLA5513ATf INSIA A110N a I I HDU4 with SDS SCREWS :.`. ; 1 I I I 2 xl0 LNI2GNP 130APf2 60LT TO FOUNI2AT10N WITH 5/8 0130LT5 @ Zit O.C. STAGGFPNI2 COLUMN ON 2'-0" X 2'-O"X I'-O" 12FFP z INSTALL @ ALL CORNERS AND L J POUF l2 CONCP TE F0011NG 8" WInE POLIPEI2 CONCP.NTN FOUNP2A110N WALL ON 1"-811 WIP2 x 8" P2NFP ° ° ° e WHERE INDICATED ❑N PLANS 120 POUt?Ft2 CONCI;FTF PIFf?5, MINIMUM 5'-O" BELOW GI?Af POUI?F12 CONCTE FOOT1NG WITH 2" x 4" MY-WAY ANP C 2) #5 PZN6AP., ° d a . II . ° 4 ° I I 2"x10" LE17GFf?I30AW 1301.f TO FOUNPATION MIN. 5'-O" BELOW CAMA , WAIN PROOF EXi 10t?FACE OF WALL (TYPICAL) a 8'1 WI12F POUMP CONCMf FOUNPAVON WALL ON I'-8" WIr7N x 8" f2NFP WITH 5/8"0130Lf5 @ 2�t11 O.C.SfAL,GFl 12 FILL & TAMP FOP:NFW 2" POU�EII CONCP.ETE SCpEEf2'COAT WITH 6-MIL POLY VAP01?13API:INf; a: ° a I p a M POUP,FP CONCI:FTF FOOTING WITH 2" x 4" MY-WAY ANP(2) #5 1 6AI?, _ I I MINIMUM 7 EMBEDMENT:A 4 MIN.3'-0" I3NLOW GP.A , WATER PROOF M(SI:IOP:FAZE OF WALL(TYPICAI-) d m d POURED CONCRETE FILL & TAMP FOP?NEW 2" POUP.N12 CONCRETE 5CI?FEI2 COATWfH 6-MIL POLY VA'OPP,13AMEP2 FOUNDATION WALL Section C-C Section A - - � • '° • ° HD — 1Scale - 1/ 4 = 1'-011 FOUNDATION TO SILL TO STUD Scale - I/ �" - I'-O" NAIL AS-PER TABLE 3.4B OF THE 2018 WFCM HOLDDOWN Use every other nail hole o CUT T 12' min, bearing in a row to provide the on stud surface SCALEI N.T.S. code-required r�lnirlue 12LENGTH 9 center-to-center BEARIN spacing for nails CLEAR SPAN nl n LLQ OR WOOD BUCK/SHIM THICKNESSFRAME CLIP Wrla stra In under Mud sill RAME CLIP \ INSTALLATION P strapping INSTALLATION �fM `TAPERED foundatioBUCKS n watt NOTALLOl4'ED RE SIMPSON STRONG-TIE NOT ALL HEADER (SEE PLAN FOR EXACT SIZE) r CS16 COILED STRAP @ EACH STUD (TYP.) —FRAMED OPENING FOR NEW WINDOW— • FIGURE609.7.21) FIGURER609.7.2i2) FIGUER609.7.201 FIGURER609.7.21(OR EXTERIOR DOOR) 4SILL TO STUD CONNECTION DETAIL • THROUGH THE FRAME FRAME CLIP THROUGH THE FRAME FRAME CUP SCALE, N.T.S. (2) 2" x 6" PRESSURE—TREATED MUD SILL WITH 5/8" 0 THREADED ANCHOR BOLTS 36" O.C.; 12" MAX. FROM ALL CORNERS; MIN. 2 BOLTS PER WALL; MIN. 2 BOLTS PER PLATE SECTION; MIN. 7" EMBEDMENT OF BOLTS INTO ADDITIONS & ALTERATIONS TO CONCRETE. EACH BOLT TO HAVE 3"x3" SQUARE STEEL NO SPECIAL UPLIFT CONNECTORS REQ'D, WASHERS. LOCATE BOLTS IN CENTER 1/3 OF SILL. INCLUDE THE GORSKY RESIDENCE COPPER TERMITE SHIELD AND FOAM SILL—SEALER. FOUNDATION ANCHORAGE AS—PER R403.1.6 OF THE 2020 1020 Glenn Road RESIDENTIAL CODE OF NEW YORK STATE & TABLE 3.2A OF Southold, New York 119"71 FIGURE R609.7.2(5) FIGURE R609.7.2(6) FIGURE R609.7.2(7) FIGURE R609.7.2(6) THE 2018 WFCM. THROUGH THE FLANGE THROUGH THE FLANGE FRAME CUP THROUGH THE FLANGE TYPICAL SILL ANCHOR — 2020 RESIDENTIAL CODE OF NEW YORK STATE BOLT CONNECTION DETAIL SECTION R609 EXTERIOR WINDOW 8c GLASS DOORS JOHN R BRACCO Registered Architect 0% '71% ¢ED Aq C' SCALE, N.T.S. 111 Railroad Avenue �v�.roHNrm.e 000 F0 TYPICAL FRAMED OPENING ,/ HEADER DETAIL Sayville, New York 11782 1 �' ,/ '' ph.(631) 589-9888 ' : °' fax(631) 589-9889 (P I;x ca os3 QQ December 7, 2020 �FOF NE`N� — TABLES DESIGNED IN ACCORDANCE WITH THE 2018 WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TableA-5t6; TABLE 3. 1 : NAILING SCHEDULE JOINT DESCIPTION Number of Common Nails Number of Box Nails Nail Spacing Table A-3rd; Table 5AA, fable 5.10 T2119a IIM510N 5TAT'' COMC110N T\QURMN5 FOp WINP - I:XT'oSwr, 6 fable 5,6: RAFTER TO TOP PLATE (TOE NAIL ROOF FRAMING f?00F 5N�AfHl% AfMCHM�Nf T?�QUIT\MT:NfS (prescriptive Alternative to fable 30) ) ( ) (See table 3.4A) PER RAFTER I� CEILING JOIST TO TOP PLATE (TOE NAIL) (See table 3.4A) (See table 3.4A) PER JOIST Upll�f 5f all CO Wall-to ON T?nCWall M Nf5 p�-�p and/ or OILING J015f f0 fOP PLM LA1 M ANP 5NMAp Wind Speed 3-secalds gast(mph) T?IPG� CONNM10N T\QUIT�M�Nf5 Fol?WINP - Mo5Ut� P CEILING JOIST TO PARALLEL RAFTER (FACE NAIL) (See table 3.9A) (See table 3.9A) EACH LAP (I?oof-to-Wall, Wall�to-Wall, and Wall-to-�oundation) CONN�C1'ION �QUIT�M�NfS SOT? WINP LOAFS - �XT'OSUI'� 13 bead Load Assumptions; (prescriptive Alternative to fable 3A) wird Wtdspeod3� t< 130 Pead Load Assumptions; C Torescri ive Alternative to fable 3A) goof Assemble PL - 10 psf 130 Pead Load Assumptions; p u ( > (See table 3.9A ) oaf Assembl PL s l0 sf) CEILING JOIST LAPS OVER PARTITIONS FACE NAIL ) (See table 3.9A EACH LAP COLLAR TIE TO RAFTER (FACE NAIL) (See Table 3.6A) (See Table 3.6A) PER TIE 130 FA51E r`5'AC�" Number of 8d Common Nally or IOd 13ox Na115 Wind Speed 3-5econ05 q,lst(mph) BLOCKING TO RAFTER TOE NAIL) 2-8d COMMON 2-10d EACH END hoof/Ceilinq Assembiq PL 15 psf) FXT`05UI?� 13 UP IFTLOAr �pNAll C b) V� al in each Erid of 1-1/A" 5trar1,2'3,4,5,6,7 130T RIM BOARD TO RAFTER (END NAIL) 2-16d COMMON 3-16d EACH END F�rrE�/rF.,risWALING ri`�Vi: INrE.�;,(, 1?txh'Pitch SP Wind Spred 3-��aA(�) Num er of d Common Hai s or d nal s sErAm ErxnnoN' <INCErs> �n�s s(IN)�Xt'05UT?� I3 t after/ Ceiling 13c' Joist spacing<inJ Wall Height(ftJ (Toenailed) required In each rafter-and/ or s 12 35 ALL FRAMING Leill j015tt0 lateccrrlectiont,z,3,4 6 6 18 7,2,3,4 TOP PLATE TO TOP PLATE (FACE NAIL) 2-16d COMMONI 2-16dl PER FOOT 12 f'ooF Pitch fi ( ) required Capacity of midge Connection(pff) Nrrikrr,�' I ot t.cmmcn n,-nls in Exh a I d HU.Nalz TOP PLATES AT INTERSECTIONS (FACE NAIL) 4-16d COMMON 5-16d JOINTS-EACH SIDE 4 4 12 2 a Cil) STUD TO STUD (FACE NAIL) 2-16d COMMON 2-16d 24" O.C. framtrgSpxirgCn.) 5p inExhErddl-/A"x20c{.x{estr�1,2,3 16 12 3 3 47 9 2 HEADER TO HEADER (FACE NAIL) 16d COMMON 16d 12 1 180 2 16 6 62 24 20 2 12 136 16 1 20 2 4 4 16 3:12 24 3 16 182 TOP OR BOTTOM PLATE TO STUD (END NAIL (See Table 3.5A) (See 16 O.C. ALONG EDGES Table 3.5A) PER STUD 3 3 12 2$ 1,2 1,2 12 28 2 INTERIOR ZONE 3 20 227 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d COMMON 2-16d PER FOOT 16 8 3 6 12 56 32 3 3:12 24 272 END JOIST, OR BLOCKING (FACE NAIL) 36 2 10 3 19,2 6 6 19 36 4 28 318 FLOOR FRAMING 4 4 14 32 363 JOIST TO SILL TOP PLATE OR GIRDER (TOE NAIL) 4-8d COMMON 4-10d PER JOIST 12 1 8 4 6 12 70 12 1 36 409 BRIDGING TO JOIST (TOE NAIL) 2-8d COMMON 2-10d EACH END 16 2 20 2 24 10 4 24 6 6 35 16 2 BLOCKING TO JOIST (TOE NAIL) 2-8d COMMON 2-10d EACH END 16 24 2 1 4 4 24 20 2 BLOCKING TO SILL OR TOP PLATE (TOE NAIL) 3-16d COMMON 4-16d EACH BLOCK 28 2 3 3 16 4:12 24 2 12 113 LEDGER STRIP TO BEAM (FACE NAIL) 3-16d COMMON 32 2 1 Perscriptive limits are based on assumptions in Table 3.4. 4-16d EACH JOIST 36 3 6 12 66 28 3 16 150 JOIST ON LEDGER TO BEAM (TOE NAIL) 3-8d COMMON 3-10d PER JOIST 12 2 2 When ceiling joists are installed parallel to rafters, the sum 12 4 4 22 32 3 20 188 BAND JOIST TO JOIST (END NAIL) 3-16d COMMON 4-16d PER JOIST ,s 2 of the toe-nails in the rafter and ceiling joist shall equal PERIMETER 3 3 17 36 3 4:12 24 226 BAND JOIST TO SILL OR TOP PLATE (TOE NAIL) 2-16d COMMONi 3-16d PER FOOT 192 24 2 or exceed the tabulated number of nails required. EDGE ZONE 6 12 87 28 263 16 s s as 301 ROOF SHEATHING 32 3 3 To avoid splitting, no more than 2 toenails shall be installed 12 1 32 WOOD STRUCTURAL PANELS: 8d COMMON 10d (SEE TABLE 3.10) 36 3 in each side of a rafter or ceiling joist when fastened to a 2x4 3 3 22 16 1 36 36 338 20 2 DIAGONAL BOARD SHEATHING: 12 2 top plate or 3 toenails in each side when fastened to a 6 12 105 5:12 24 2 12 $$ 1`X6" OR 1-X8" 2-8d COMMON 2-10d PER SUPPORT 19.2 6 6 53 1"X10" OR WIDER 3-8d COMMON 3-10d PER SUPPORT io 3 2x6 top plate 28 2 16 118 24 28 3 4 Where top plate-to-ridge heights exceed 10', they shall be a a 35 32 2 20 147 CEILING SHEATHING GYPSUM WALL BOARD 32 3 adjusted as follows: 6 12 131 36 3 5:12 24 177 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 36 4 28 206 WALL SHEATHING limb s 6 66 8d COMMON 10d (SEE TABLE 3.11) 1 Prescriptive Ilmare based on assumptions in Table 3.4 WPI Nelght 8' 10i 4 a as 12 1 32 236 WOOD STRUCTURAL PANELS 2 TaWMed upbrt connection requirements assume a root and ceiling assembly dead 3 3 33 16 1 36 load of 9 psi(060x15 pat-9 psf)if a ceiling assembly is not present cc a the Top plate to ridge Height(ft) ALIju5tment Facto- 265 STRUCTURAL FIBERBOARD PANELS ceiling assembly is not connected to the root assembly,the tabulated number of RAKE� GABLE RUBSENDwiL RAKE OR FA59Wr WALING(IN) Urtif f[,OAP Rk NNE C lbs) 20 nails shall be Increased by i nail at each end ofthe soap 10, 1,00 1,00 RAKE OVERHANGH UP TOB' a 59 2 1 2 - �/ll �/�/ 11 go. gale. roofing nail 3" EDGE / 6' FIELD (0.120"x1-1/2`long x 7/16" head) 3 Minimum ASTM A653 Grade 33 steel strap 6:12 24 2 12 81 25/32` 11 a. C, ( 4 39 4For Jack rafter uplift connections,usearoof span equal to twice the Jack rafter 15i 1,15 1,25 3 30 28 2 16 9 ga v. roofing Hall 3" EDGE / 6" FIELD 108 (0.720"x1-3/4"long x 3/8" head) 32 2O GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE / 10" FIELD SEE TABLE 3.11 length.The lick ratter le includes me overhang length and the span Fastener Uplift Capacity (lbs) 162 PARTICLEBOARD PANELS 8D COMMON (SEE MANUFACTURER) 1 length 5 HARDBOARD BID COMMON 20' I,40 I,50 36 2 6:12 24 oro ( ) Sheathing Thickness(IN.) 3B 7/16 15!32 19/32 23/32 B" 2-8D COMMON 2-10D Table 3l l Framing Member SG 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 28 188 DIAGONAL BOARD SHEATHING ad Common' 70 91 68 100 67 98 63 92 58 86 12 1 32 215 1`XX 10" ORXWIDER 3-SD COMMON 3-10D PER SUPPORT �AP�t? CONN�C110N T?�QUITM�NfS �Ol?WINP PER SUPPORT ,UdBax 64 ,o, 62 „6 61 120 77 „a 73 106 16 1 36 242 RSRS-03' 91 91 99 106 99 114 99 135 99 135 20 2 FLOOR SHEATHING (SUB-FLOOR) cad Load A55um ions; Poof As-1emblq PL - 15 psf) 7:12- 12:12 24 2 12 76 STRUCTURAL PANELS: I' 28 1` OR LESS 8D COMMON 10D I ' r� ,For roof sheathing within 4 feet of the perimeter edge of the roof, including f 2 16 102 6" EDGE / 12" FIELD CXP05UIT P TABLE R301.2.1.2 4 feet on each side of the roof peak, the 4 foot perimeter edge zone 32 2 20 127 GREATER THAN 1" 10D COMMON 16D 6` EDGE / 6" FIELD attachment requirements shall be used. DIAGONAL BOARD SHEATHING: Wind Speed WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR'."dC'OD 2Minimum capacity of withdrawal and fastener head pull-through is tabulated. 36 2 7:12- 12:12 24 153 1"X6" OR 1`X8" 2-8D COMMON 2-IOD PER SUPPORT 3-second gust (MPH) 130 aTabulated values include a toad duration factor adjustment, Ca -1.6. 28 178 ST°'Jf,T J P a L Pr'N c l ye b,c,d 4 Tabulated values for 8d common nails and 10d box nails are applicable to 1.Tabulated connection requirements shall be pe7i,+7 to be multiplied by 0.70 for framing not located within 8 32 204 1"X70` OR WIDER 3-BD COMMON 3-10D PER SUPPORT carbon steel nails (bright or galvanized). feet of building Comers. 36 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE. ALTERNATIVE NAILING Required Capacity of FASTENER SPACING(inches)'-b *Tabulated values for RSRS-03 nulla are applicable to carbon steel (bright or 229 SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS connection at Each galvanized) or stainless steel Waits. 2.Tabulated connection requirements are based on tai uplift minus the roof assembly dead load of 6 psf(0.6 x NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. End of Header (lbs)' FASTENER TYPE Panel 4 feet< 6 feet< 10 psf=6 psf). span 5 panel span panel span I.Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF NAILS SHALL BE Roof Span Header Span ux.3A L 4 feet 5 6 feet 5 8 feet 3.Tabulated connection requirements are based on,12 inch ridge strap spacing,for different ridge strap feet of building comers. PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. (ft.) (f,•) spacing,multiply the tabulated values by the appropate multiplier below: tvc.8 2.Tabulated connection requirements are based on total uplift minus the roof assembly dead load of anc---.r t•.!t_,-1-Ir,:I,emt=dT.e.,t 15 10 a TABLE R301 . 6 Ridge Strap Spacing(in.) 12 16 19.2 24 48 6 psf (0.6 x 1 opsf=6 psf). TABLE R301 . 5 2 95 111 ler�,h Multiplier 1.00 1.33 1.60 2.00 4.00 4 190 222 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE u I ul - number of 3.nnecti nspacied ng,muliplythetabulments arevasesbythed on a appropriate riateMdge Multiplier g,fordifferentridge MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 6 285 333 No.10'ar:,cc-rcrevr-taSed connection spacing,multiply the tabulated values by the appropriate multiplier below. 8 381 443 ancho,rWt",2-mcherfed1 ert 16 1 9 PER SQUARE FOOT OF HORIZONTAL PROJECTION required nails exceeds 7,TableA-3.6doesnotapply.UseloadsfromTable3.6. (in pounds per square foot) to 476 55a length 4.When the tabulated number of nails re uiredin each end of the strap is Ridge Connection Spacing(in.) 12 16 19.2 24 48 USE LIVE LOAD TRIBUTARY LOADED AREA 4 p' equal to 1 and the framing is attached 12 12 571 665 in accordance with Table 3.1,the ridge strap art additional nailing is not required. Multiplier 1.00 1.33 1.60 2.00 4.00 14 Ess 776 IN SQUARE FEET FOR ANY i,r lac-�.r?:a•f2r.e:~ Uninhabitable attics without storage 4.For p p equal to twice the jack rafter length.The jack rafter length g 10 16 761 987 - - STRUCTURAL MEMBER 5.When a collar tie is used in lieu of a ridge strati,the number of 10d common nails required in each end of the jack rafter uplift connections,use a roof span ° 1' F. ROOF SLOPE 0 to 200 201 to 600 Over 600 includes the overhang length and the jack span. Uninhabitable attics with limited storage big 20 18 856 998 a' �0`t'.i,'i ^',":?T'` ^'^-,_'�t 20 951 1108 le r z.t, collar tie need not exceed the tabulated number of Ski common nails in a steel strap,or the number of 12d box Flat or rise less than 4 inches 20 16 12 nails in each end of the collar tie need riot exceed tte tabulated number of 10d box nails in a steel strap. Habitable attics and attics served with fixed stairs 30 I'cQt"3V-;.3mr^ poi.^_ �. :5'. rr eGerh, C per foot(1:3) Rise 4 inches per foot(1:3)to less 16 14 12 6.1-1/4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. Balconies(exterior)and deckle 40 than 12 inches per foot(1:1) a T,.s s':E i C=sed cn IS"r^Ch ult mate des 9'-1,A:-,'_peE-a e_r:^a a,45- 7.For Jack rafter uplift connections,use a roots a Rise 12 inches per foot(1:1)and 12 12 1 p P nequal to twice the jack rafter length.The jack rafter length Fire escapes 40 2 14s 11 t -_rt,; ,�_- � __ -, greater 12 incudes the overhang length and the jack span. 4 297 222 Guards and handrails d 6 446 333 b Fasteners seal be insta'ed at cpcc_ s ends e`t^e �_ <. For SI: 1 square foot=0.0929 rn 1 pound per square foot=0.0479 kPa, 2 8 595 443 Faaeners sial be Io: Ed ncc'E_.t-.a�,,-�-c^i;,c r the edge of thipa lel. 1 inch per foot=83.3 mm/m. Guard in-fill components f 50h 10 744 554 24 12 892 665 -- _ - :'1ChC'c c-a{F,cnct'atE t^�'cLb^t`tE 3 = .- - :::p, 14 1041 776 -„__ ^ ,. 16 1190 887 ^ E^.'tbed'TE^t!ei^gihv`'1C IESE tr.a'-i Z ^- c. :L�2tiE hl:'1:-s fra�� Passenger vehicle garages SOa ,6 1338 996 F2�E er5 sial be Ioca:Ed r_.'E_.t a ;, ^:�E. -2�_Ea_.EI= TABLE R301 . 7 ,tI� ��/7 Rooms other than sleeping rooms 40 20 1487 1106 dr.=:c•: --' fable / t M TABLE R 302. 1 ( 1 ) ALLOWABLE DEFLECTION OF STRUCTURAL Sleeping room 30 c.as e.ar.2C`edtD ^a..^' D'm8c nrr'Stucc sha'Itee,:=c^- a e MEMBERS a. b. c Stairs EXTERIOR WALLS fop ANP �OffOM pLA1� f0 511aP LA1�pAL 40c STRUCTURAL MEMBER ALLOWABLE For SI: 1 pound r square foot=0.04179 kPa,1 square inch=645 mm2 Rafters having slopes greater than DEFLECTION 1 pound4.45 N 2 203 111 EXTERIOR WALL ELEMENT MINIMUM FIRE-RESISTANCE RATING MINIMUM FIRE SEPARATION DISTACE CONNEC1"IONS FOt; WINP LOAFS L/,Bo 4 406 222 FXP05UT, 3:12 with finished ceiling 1 hour-tested in accordance with ASTM E 119 W- �"�d not attached to rafters a, Fl evated lir e floors shall be capable of su ortin a 2,000-pound load applied over a 20- uare-inch area, s Eos 333 <r��lrnve�rE�ipslv>:rorAr��3.$) 3. }c^' ,) g � p pp � p pp� � g Interior walls and H/160 b. Uninhabitable attics without storage are those where the clear height between joists and rafters Is not e 613 443 Walls Fire-resistance rated UL 263 or Section 703.3 of the Building Code o 0 feel 130 partitions 554 F.eq-d%mI,,,of Ibd Co ,Naas° Floors 10 1018 r /� New York State with exposure from both sides 5W 5pacrg(n) Wa4 iL*«.) 40d aur Nml,Pc. ud n� ,.z L/360 more than 42 inches, or where there are not two or more adjacent trusses with web confiquration5 capable of 36 12 1215 665 W l,V 3 t/Al Ceilings with brittle finishes L/360 14 142 776 (including plaster and stucco) accommodating an assumed rectangle -42 inches in height bq 24 Inches in width, or greater, within the plane of ,6 ts2s 687 Not fire-resistance rated 0 hours >5 feet g T 1�p/ OILING J015f N��L JDINf Not allowed N/A <2 feet s 2 the trus5e5, Th15 live load need not be assumed to act concurrent) with an other live load re uirements, 16 16213 9 20 2032 1,08 10 2 Ceilings with flexible finishes L/240 U CONN�C110N T�QUIITMFNf5 1 hour on the underside,or heavy timber,or 12 2 (including gypsum board) q Projections Fire-resistance rated a,b 52 feet to<5 felt 72 14 2 All other structural members L 240 c, Individual stair treads shall be designed for the uniformlq distributed live load or a 300- ound concentrated fire-retardant-treated wood 16 2 / load acting over an area of 4 square inches, whichever produces the greater stresses, p {� 18 2 Exterior walls-wind loads°with H/360 U _ connector uplift load. (f rescriptive Alternative to fable 3i9 0 hours >5 feet 20 2 plaster or stucco finish d, A single concentrated load applied In an direction at an Dint ala the L e Connector lateral load (perpendicular to the wall). Not fire-resistance rated aTabulated uplift and lateral connection requirements shll be permitted to be i?aLIVELOA19201'� 6F JNI75NOvVE0Vj 0I'f multiplied by 0.75 and 0.92, respectively, for framing ni located within 8 feet of RafSpa Cil) Not allowed N/A <3feet 8 Exterior walls - wind loads• pp LI b tI i c rners. 2 H/240 p p 10 2 with other brittle finishes e, See Section p50�i1 for decks attached to exterior walls, a�a6udd Openings 3 feet 12 2 Exterior walls i wind loads° H/120° f, Guard Infill components(all those except the handrail), baluster5 and panel fillers shall be designed to �%te� connection Requirements assume a roof slim y ea oa o 9 psf (0.6x15 psf - 9 psf 12 24 36 12 24 36 25%Maximum of Wall Area 0 hours aTabulated uplift loads are specified for headers suppaing a roof assembly. When calculating �equredNum6eroFl6dCamen r m walls 14 2 lift loads for headers supporting floor loads, the tadated uplift loads shall be permitted to t#1e 9cre PJ1er5PxraCm.) 40JbmNalkperFkel,birrtCanectimI--3 A Unlimited Ohours S feet 16 16 y with flexible finishes IN reduced by 36 Alf times the header span for eachull wall above. 18 3 Lintels supporting masonry veneer L/600 withstand a horizontallq applied normal load of 5O potunds on an area equal to I square foots rhls load need not or jack rafter uplift connections, use a roof span sial totwicethe Jack rafter 12 3 5 8 3 6 9 Complywith Section R302.4 <3 feet 20 3 walls•gth. The Jack rafter length Includes the overhang Irgth and the jack span. 16 4 7 10 4 8 12 Penetrations All e assumed to act concurrent! with an other live load requirement. g NOTE: L s span length. H = span height LI LI q None required 3 feet 2 p g p g 3:12 19.2 4 8 12 5 10 14 12 2 a.For the purpose of the determining deflection limits herein, g. Uninhabitable attics with limited storage are those where the clear height between joists and rafters is 24 5 10 15 6 12 18 For SI: 1 foot=304.8 mm. 24 16 2 componen2 the wind load t and shall add ng (ASID)permitted oadsbe taken obto obtained from7Table times the 42 Inches or greater, or where there are two or more adjacent trusses with web confi urations ca able of 1�abl e t I I N/A=Not Applicable. 18 3 R301.2(2) q p 12 3 a 6 3 5 7 a.The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the eave overhang if fireblvL;,ing igr3v;,'_ufrom the 20 3 b.For cantilever members, L snail be taken as twice the accommodating an assumed rectangle �}2 inches in height bl{ 2�} Inches in width, or greater, Wlthln the plane 4:12 16 3 5 8 3 6 9 length of the cantilever. wall t late to the underside of the roof sheathing. 1 Pmsonptvelimits ambased massumption inTable 35. c. For aluminum structural members or panels used in roofs 19.2 3 6 9 4 7 11 OP P P>• 0 e trusses, WALL 5N�A11�ING ANP CLAC�PING AffACM�Nf 24 4 8 11 5 s 13 b.The fire-resistance rating shall be permitted to be reduced to 0 hours on the underside of the rake overhang where gable ven or walls of sunroom additions or paticovers, not The live load need odq be applied to those portions of the joists or truss bottom chords where all of the )SUTT I3 supporting edge of glass or sandwich panels, the total load �/� Openings are not installed. deflection shall not exceed L/60. For continuous aluminum followinq conditions are met; p�QUII�M�NfS SOC?WINP LOADS � �V 12 3 3 5 3 4 6 structural members supporting edge of gloss, the total 16 3 4 6 3 5 7 load deflection shalt not exceed L/175 for each glass lite I, The attic area Is accessed from an opening not less than 20 Inches in width by 30 inches in length that 15 yy,nd5p^rd3zeradq tCmph> 13 _ or L/60 for the entire length of the member, whichever is 5:12 19.2 3 5 7 3 6 9 more stringent. For sandwich panels used in roofs or walls located where the clear height in the attic is not less than 30 inches STkllCi12PL`kfAHN( 24 3 6 9 4 7 11 of sunroom additions or patio covers, the total deflection shall not exceed L/120• 2, rhe slopes of the joists or truss bottom chords are not greater than 2 Inches vertical to 12 units horizontal, E F 12 3 3 4 3 3 4 d. Deflection for exterior walls with interior sum board 3, Acquired insulation depth is less than the joist or truss bottom chard member depth, finish shall be limited to an allowable deflection of H/180. ' lJsxIML'MNAjI.WPLING LOrd�htON 16 3 3 5 3 4 5 ^ YP 5FEAIHNG EOCPSION' Stun WPLING C IN.Oc.) NAJlS t7K 1017 eOx NAtJchES O.C.) 7:12 19.2 3 4 5 3 4 6 _ 24 3 5 7 3 5 8 TABLE R402. 2 e. Refer to Section R703.8.2. rhe remaining portions of the joists or truss bottom ch0rJ5 shall be designed fora uniformI distributed concurrent live load of not less than 10 pounds per square foot, 12 6 12 3 3 3 3 3 3 MINIMUM SPECIFIED COMPRESSIVE STI ;ENCi :ONCRETE TABLE R 401 .4.1 h, Glazing used in handrail assemblies and uards shall be deli ned with a safe factor of�}, The safe factor g q t�{ 3 3 a 3 3 a shall be applied to each of the concentrated l oad5 applied to the top of the rad, and to the load on the infill INTERIOR ZONE 16 8 12 9.12 Y42 3 4 5 3 4 6 MINIM('M SP( )MPRESSTVE STRENGTH a (fc) PRESUMPTIVE LOAD-BEARING VALUES Pp' za s 12 TYPE OR LOCATION OF CONCRETE CONSTRUCTION VPEATHERING POTENTIAL OF FOUNDATION MATERIALS° components, These loads shall be determined Independent of one another, and loads are assumed n^` " 12 3 3 3 3 3 3 12:12 16 3 3 3 3 3 3 NEGLIGIBLE J MODERATE SEVERE with ant{other live load, 12 6 12 44.2 3 3 3 3 3 a CLASS OF MATERIAL LOAD-BEARING PRESSURE (PSF) 3 3 4 3 3 5 BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED 1.Heel Joint connections are not required when the ridge is supported by a loacibearing wall,header TO THE WEATHER 2,500 - 2,500 C2,500° CRYSTALLINE BEDROCK 12,000 PERIMETER EDGE 16 16 12 orddgebeam designed tomist the applied bads. ADDITIONS & ALTERATIOT ZONE 2.when Intermediate support of the rafter Is provided by vertical stuns or purfins to a loadbeering SEDIMENTARY AND FOLIATED ROCK 4,000 SHEATHING wall,the tabulated heel joint connection requirements shall be permitted to be reduced phoprxtionally BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT GARAGE 2a 6 12 p SIDING to thereducfienlnspan. FLOOR SLABS 2,500 2,500 (2,500 C iMONNAIN 3.Equivalent connections am required for calling joist to ceihng Jold W splices- SANDY GRAVEL AND/OR GRAVEL (GW & GP) 3,000 THE GORSKY .RESIDENCE RAFTER/TRUSS MIN.M OF 8S PER SUPPORT 4.Tabulated heel joint connection requirements do not Include the additional weight ofthe calling SHEATHING SIZE SPACING oR,00so assembly. BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND OTHER 2,500 3,000 d (10J00 SAND, SILTY SAND, CLAYEY SAND, SILTY 1020 Glenn Road (INCHES,O.C.) Southold New York 11971 S.Tabultedeheel attic spam. connection requirements assume e are located mfterinte a locatedpce, VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER GRAVEL AND CLAYEY GRAVEL 2,000 , IJ .."of the attic space.When ceiling)blab or rafter ties are boated higher in the alticspace, - e• e• c r+ 1X6 OR 1X8 12-24 no attic storage Is assumed,and the tabulated heel joint connection regiriremerds shall be (S W, S P, S M, SC, GM & GC) Increased by the fogowlrg factors: PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER,AND 1X10 OR LARGER 12-24 3 Calling Height,Top Plate-to-Roof Heel Joint Connection 2,500 3�OOO d,e,f X500 d,e,f CLAY, SANDY, SILTY CLAY, CLAYEY SILT, � � Ridge Heigh(HrAir) Adjustment Factors GARAGE FLOOR SLABS 1/2 2.00 SILT AND SANDY SILTCLAY 1,500b JOHN R. BRACCO E-NAIL SPACING AT PANEL EDGES(IN.) T T c 1/3 1.50 (CL, ML, MH & CH) F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THF:PANEL FII 1/4 1.33 For SI: 1 pound per square inch=6.895 kPa. ptED A�C For SI: 1 pound per square foot=0.0479 kPa, Registered Architect -ZONE 1/5 1,25 a. Strength at 28 days psi. 111 Railroad Avenue JOHN rt.On 1 FOR WALL SHEATHING WITHIN 4 FT.OF THE CORNERS,THE4r ATTACHMENT REQUIREMENTS SHALL BE USED 1/6 1.20 b. See table R301.2(1)for weathering potential. a. WHERE SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE BEARING r•� n TO DFRAMING MEMBERS WITH 042HEATHING ATTACHED 1I1O , 11 Sayville, New York 11782 •--��j�'r -� TO TABULATED IL MEMBERS SUMESSHEATH49. C. Concrete in these locations that is subject to freezing and thawing during construction shall be air-entrainedconcrde in accordance with Footnote d. CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. xMTTED h. 631 589-9888 3 FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NPLS SHAI d. Concrete shall be au-entrained.Total air content(percent by volume of concrete)shall be not less than 5 percent or more than 7 percent. b. WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN P � � ''`� ' •�•'"` Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 Inch when rafter ties are located above one-third of the top e. see section R402.2 for maximum cementitious materials content. ii TO BE SUBSTITUTED FOR COMMON NAILS plats-to-root ridge heigfit.Hr,or when He is greater than 2,eet ) ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE fax 631 589-9889 N z -- and may require additional consideration- f. For garage floors with a steel-troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if �9� c25oOff• the specified compressive strength of the concrete is increased to not less than 4,000 psi. PRESENT AT THE SITE, THE ALLOWABLE BEARING s3CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. \FNl`i� I _ December 7, 2020 OF j� �� _�-