Loading...
HomeMy WebLinkAbout44909-Z SUEFOt,f� Town of Southold 11/20/2020 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41616 Date: 11/20/2020 THIS CERTIFIES that the building ALTERATION Location of Property: 2905 Rocky Point Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 30.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2020 pursuant to which Building Permit No. 44909 dated 6/23/2020 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: "as built"recreation room in basement and alterations (fire repair)to an existing one family dwellingas s ayplied for. The certificate is issued to Tatarka,Allon&Meade,Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44909 11/11/2020 PLUMBERS CERTIFICATION DATED 10/8/2020 is DeStefa o u o ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY •car:a 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#: 44909 Date: 6/23/2020 Permission is hereby granted to: Tatarka, Allon 135 William St Unit 13A New York, NY 10038 To: legalize an as built finished basement and make alterations (fire repair) to an existing single family dwelling as applied for. At premises located at: 2905 Rocky Point Rd, East Marion SCTM #473889 Sec/Block/Lot# 30.-3-2 Pursuant to application dated 6/10/2020 and approved by the Building Inspector. To expire on 12/23/2021. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,043.20 CO-ALTERATION TO DWELLING, $50.00 tal: $1,093.20 uilding Inspector a Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. p New Construction: Ol�orr,izlI/�74H Ati�� Pre exi mg Building: (check one) Location of Property: M 0 5 �ocK Knj�,fl o I c� House No. Street Hamlet Owner or Owners of Property: ] Suffolk County Tax Map No 1000 Section Block C�' Lot, Subdivision! 01' ori U _� Filed Map. Lot: (` Permit No. G Date of Permit. Applicant:i-'1 4P-L, �Az*-OA— r��f l'I��G P c Health Dept.Approval: T Underwriters Approval: Planning Board Approval: I� / Request for: Temporary C rtificate Final Certificate: V (check one) Fee Submitted: $ ZY Applicant Signature ;Sign Envelope ID:A8FD60B3-65A3-404F-8BO4-FFAIB2F94F32 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I� Maggie meade residing at2905 Rocky PointRoad, East Marion NY 11939 (Print property owner's name) ailing Address) do hereby authorize l (Agent) v to apply on my behalf to the Southold Building Department. DocuSigned by: -teat 4/22/2020 (O eTFtWV5 9&.6.. (Date) Maggie meade (Print Owner's Name) DocuSign Envelope ID:OE194356-8F2E-4231-8739-C8E54118416E CONSENT TO INSPECTION Maggie meade the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold, located at 2905 Rocky Poi nt Road, East Mari on NY 11939 which is shown and designated on the Suffolk Co»nty Tax Map as District 1000, Section _-9- Block_,Q 4� ,Lot b . That the undersigned(has) (have) filed, or cause to be filed, an application in the outhoId Town B/ nuildingInspector's Office for the following- That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Docuftned by: Dated: Mrc�,•e�dc fl� �cass.. Maggie meade (Print Name) (Signature) (Print Name) Town Hall Annex � _ ® Telephone(631)765-1802 54375 Main Road d Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �® sean.devlin(D-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLID CERTIFICATE OF ELECTRICAL-COMPLIANCE SITE LOCATION Issued To. Allon Tatarka Address: 2905 Rocky Point RD city,East Marion st- NY zip: 11939 Budding Permit#: 44909 Section 30 Block 3 Lot. 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Bri-Co Electric License No: 33720ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 44 Ceding Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 6 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan 3 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 31 4'LED Exit Fixtures Pump Other Equipment Baseboard heat- 16' Notes Rewire After Fire; 2nd Floor, Living on 1st and Some of Basement Inspector Signature: ��� Date: November 11, 2020 S Devhn-Cert Electrical Compliance Form As 3 soUT,�o Town Hall Annex Telephone(631)765-1802 : 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® y� Southold,NY 11971-0959 Q' BUILDING DEPARTMENT TOWN OF SOUTHOLD NOV 1 9 2020 � 1 Ii .CERTIFICATION f Date: October 8, 2020 ! Building Permit No. 44909 Owner: Tata rka (Please print) Plumber: (Please print) i Icertify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 1 20 NotaryPublic, c �---County KARALYN KENNY Notary Public,State of New York Recd.No.01 KE5018342 - Qualified in Suffolk County Commission Expires March 25,2022 I �Of50//l�, h�� Olo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 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: Wgfff Q�m--lk AA DATE YI17,070 INSPECTOR l - o��OE SOUTyO V/ I/` -- 1 # # TOWN OF SOUTHOLD BUILDING DEPT.'Pn♦^pz- courm� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG: [ ] 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: H to al Tro m hot ke m eA � C �- ./ / A t!�3" el a ��� M �CAPO/ ra arm DATE Z O' INSPECTOR SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycouhm ' 765-1802 INSPECTION f ] FOUNDATION 1ST [/] INSULATIOWCAULKING UGH PLBG. FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: oe— DATE 93 INSPECTOR ofON # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/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: 09I&L WAI� DATE 0 >OYl7 INSPECTOR g SOUIyO� '�q ,,/ y * # T WN OF SOUTHOLD BUILDING DEPT. 'rouffm 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]q ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O Tgo�vah' onn 8. -difm ki o 121 ` 14-J-6p DATE 10 PE T '� 1 NS C OR r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST), �y ------------------------------------ FOUNDATION (2ND) m zmg cn ?� ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. y STATE ENERGY CODE O Ic FINAL ADDITIONAL COMMENTS cv� �5-aao , 7-40-do c 6.o. r %513 o . Ilk '1w✓ m MO CtA 0 A- fl4d% V c/ J ® � 7000, y �O r a x x e r� b TOWN OF SOUTHOLD BUILDINGPERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followin ,before applying? TOWN HALL Board of Health +, SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802Planning Boar pproval il - FAX: (631) 765-9502 /'� � Survey ' Southoldtownny.gov PERMIT NO. �J� Check Septic Form N.Y.S.D.E.C. r1 Trustees C.O.Application Flood Permit ,4 - Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form VV 2 Contact: Approved 20 Mail to: Disapproved a/c Tiles Phone: (t Le o(9�Ce Expiration 520 g In pector APPLICATION FOR BUILDING PERMIT Date- , 20M_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets-or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. , .e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a_Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an -addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or o i)on as her described. The applicant agrees to comply with all applicable laws, ordinances,building code,housi code,. d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. app icant or name,if a corporation) (Mailing addreds of applicant) tate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder VMe of owner of premises -4LIe�2� (As on the tax roll or latest deed) ;C a co oration, Signature of duly a horized officer (Name and title f corporate officer) ers-License`No. hers License No. clans License No. 1 rade'siicense No. atid which pro ed work will be done: EonL, � - e Number Street Hamlet ,y Tax Map No. 1000 Section C2 Block _ Lot Subdivision �CK' -JlhIZ to� Obof?&' Filed Map No. Lot 2. State existing use and occupancy of pr ises and inte ded use and cupancy of proposed construction: a. Existing use and occupancy I V b. Intended use and occupancy re, &-c I � Gp 3. Nature of wor check which applicable): New Building Addition Alteration RF17P,_ r Removal Demolition Other Work 0�p��, 1 (Description) 4. Estimated Cost • ,�(�, c900 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling u its Number of dwelling units on each floor If garage, number of cars '6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 'L `` __ ° I 7. Dimensions of,existing structures, if any: Front l� Rear Lt Depth Height ± 4-,? I ' Number of Stories. � I Dimensions of same structure with alterations or additions: Front LZ tJ- Rear L-0 Depth "7 U ' Height Number of Stories 7, 8. Dimensions of en ire new construction: Front Rear Depth- Height epthHeight Number of Stories 9. Size of lot: Front Cr 5 I Rear I �I a I Depth '?'� �I I �" �'/�i�. (fi U 10. Date of Purchase 1© 1po Name of Former Owner 12�k r�Ll gVt 11. Zone or use district in which premises are situated �� j' C 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_%e,:�' 13. Will lot be re-graded?YES NO V Will excess fill be removed from premises? YES NO V ' �wo��-1��12Kn.-►- 2gv�i �Zpw���-� �,� 14. Names of Owner of e ises HwAddress Phone NoA 1-1 �C�P, Itii Name of Architect i & ddress./MiiA a one No U'41 bf66,0 Name of Contractor v n dress o a t, Phone No.Le`�1 � 11 -1,2,o la-A F_,0,-JK.0 Kv ,14 111-1-f1 (�'ti I 1 u1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__Z' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines.✓ 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO__\Z' * IF YES, PROVIDE A'COPY. STATE OF NEW YORK) SS: COUNTY OF ) -�' I&� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is theCG ► � (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all,statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed thereAtai-D C1jUIN9INGS Nofary P1Ab11c', Sir:,te nf IYor No. 01 CUSu .rid Sworn to before me this Oualified in Suff( « ( b.mt% day of f� 20P Commission.Expires ane 1 ' otary Public V Signature of Applicant Scott A. R SSe1.1 5T O )[b.AMI A\TIER SUPERVISOR n MA NA. G IEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more � " than 5,000 square feet of ground surface. C]E ,/B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surf aces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT ( operty Owner,Design rofessional, gent,Contractor,Other) S.C.T.M. #: 1000 Date: /�MIhict /1A NAME �0 0/ 7 `�/��Jv' r �fl� Section Block Lot Contact information -i,irnn�,r w,un Reviewed By: Dale: � Property Address / Location f Construction Work: — — — — — — — —Daa JG / ® Approved for processing Building Permit. Z ►'J oL v Stormwater Management Control Plan Not Required. 10 ® Stormwater Management Control Plan i�,Required (Forward to Engineering Department for Review) `FORM ` SMCP-TOS MAY 2014 4c Ls BUILDING DEPARTMENT EPARTMENT- Electrical Inspector TOWN OF SOUTHOLD yA L 1 6 2020 own Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 � �G DEPT. p hone ( ) (631 Tele 631 765-1802 - FAX 765-9502 - _- iT�I��N -- .- )- :?MOLD .�GvI��Ca?town:southoId.6VU;"u8 APPLICATION,FOR ELECTRICAL INSPECTION REQUESTED BY: Date:; -7 . 13 •Zc Company Name: 21•c (Lr. vt - r - Name: 13 2i email: License No.: �-g7-� o . 1�t _ -- �� @ Q✓�- C�c1 Address: Phone No.: w- 3 1 JOB SITE INFORMATION: (All Information Required) Name: - - Address: Cross Street: ) - Phone No.: - - -- Bldg.Permit#: qq email: _ Tax Map District: 1000 Section: Q Block; 3, _Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: C5fDSNOugh in Final Do you need a Temp Certificate?: YES Issued On - Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: : _ _ A #Meters " Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead #_Underground Laterals _ 1 2 H Frame _ Pole Work done-on-Service? Y N___ Additional InformationI -- - ;PAYMENT=DUE WITH APPLICATION - Z 82-Request for Inspecdon Formals BUILDING DEPARTMENT-Electrical Inspector `1 TOWN OF SOUTHOLD L 1 6 2020 own Hall Annex - 54375 Main Road - PO Boxy 1179 • Southold,'New York 11971-0959 - BUIIDTN6. DEPT. Telephone (63.1) 765-1802 - FAX(631) 765-9502 .. :'<`a1'!'SOLD ►.4�.�(��,Catown.soulaiciny�yus APPLICATION-FOR ELECTRICAL INSPECTION, REQUESTED BY: Date:, -7 . 13 .Zc Company Name: ,/Lj.0 _ N C, Name: 21►q-,� rte.w•- - _-- -- - - License No.: F4 email: '_ Ad dress: -_ 9---o!a( Lo��, / _ - -,-• — f- Phone No.4. 3 1 - ocv -- - - - JOB SITE INFORMATION: (All Information Required) ---- Name,- Address: O cIJ'-- g g Cross Street: 25 V4. . Phone-No.: - - ---- 13Idg.P-ermft4V--- yy- - --- --- — -_ ---- ------- ---— --- - Tax MapDistrict: 1000 Section: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' Circle All That Apply: Is job ready for inspection?: diDNO ugh In Final Do-you need-a Temp Certificate?: k. YES Issued On-- 'hemp Information: (All information required) Seth Size 1 Ph 3 Ph Size:�_�__� __A #Meters._. Old Meter# _., New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead -Undergt`cund Laterals 1 2 H Frame , Pole Work do_ne_on Service?_ Y N__ - %idtllionaf Inforrritiori K-e- WlT1 APPLIGi4IN - -= ,L S • ,'� �• vo 82-Request for Inspection Form-As ,(�,� �� PERMIT# Address: Outlets G,FV-sl Surface Sconces HH`s t� �� LIC, S Frans.f Fridge HW Exhaust,- Oven Dryer Smokes �� - '� • ��rv�e , agar en Micro Gene4tor ; -- orrio -`�, --------pooktop-- ---------------- — — ----Transfer -- --- AC AH Naini €0mments: n G C0 G � - cti r LA �: - Wu7 Town Hall Annex Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 C BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: A I Z2� Owner: pc 4— Location of Property: D I o 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 �resi�_denfialsirre 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) FI and of framing;;� (FR) Signature II Name (person submitting this form): I c,�f�It-I - pal' Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 MIC-OAC.L MACIZINA -4IZC-W1TLCT 9 P.C. 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: June 4,2020 9 ' To: Town of Southold Building Department JUS 1 0 220 Southold,NY 11971 Re: Building Permit submission for repair of fire damage&legalize existing finished'baseme,#t Tatarka/Meade Residence,2905 Rocky Point Road,East Marion,NY w SCTM#100—30—3-2 To Whom it May Concern, Please see enclosed the following paperwork for the building permit submission: ✓ Permit Application(one original) ✓ Storm Water Management Form(one original) ✓ Architectural drawings(4 sets,collated,stapled,folded and sealed) ✓ Survey(4 copies)to reflect all existing conditions ✓ Application of cert.of occupancy(one original) ✓ Truss type form(one original) ✓ Owners Authorization(one original) ✓ Consent to inspect form(one original) ✓ Contractors insurance certificates Please contact me when package has been accepted and processed for my records.If you have any questions or require any additional information,please feel free to contact me by phone or email at mmacrina@inmarchitectaia.com Sincerely, c el A. Macrina AIA gistered Architect SURVEY ,OF PROPERTY ; y= _ at- EASTMARION TOWN OF 'SOUTHOLD, , �33 '.. °.� SUF.F_'�LK :CDUNTY_ N.Y. ' �o ® : - _ _ _ x 1000 30=` 03-=02 _ ® ACALE 1'-� -40' JANUARY,25, 26 . - _ - - - - „ ' - " . �- FE• _ _` - - � � ��# , . � '"'_plc+^ C5� 0 9'�, ��CAW' O. �. o p O ,o► ,- "i w Ao v, ClU mak `! 13•i' - _ 10 , • . - _ - . - _ -, � -, _ ., ��:'� -, o►� , I 'o�,� - Qom ,� .._ . - „ O opt cR►vEWAY�" -. - - . - _ - -. - ,`, , - '. �- ' Gass � ,Lx�s••--� - . _ ,,,�j��pE" -_ __ _ �PVEL'0�1 f.-!y_ _ , ' - _ _ - CHERRY, • • PIPE` - '�J ;�r°'��"� u�..._ h , Vi �, ;�1 �•, i.. = ,• Nil E MONUMW ATIONS ARE,•RlGEO-TO NAVD-'88 07 NIIM�F.RS REFER TO 'MAP- OF FAST'MARION WOODS" L CLERK'S OFFICE FILED--IN:THE'SUFFOLK COUNTY A5 MAP NO, 6759 - ,-, � - _ , _ - - � � - - - - - ._ a' �.. , fit: -.9.•LIG. 'NO.. 49618 _ _ _ - %1NY: ALTERA710N OR ADDITION TO,'THIS SURVEY 15 A VIOLATION OF. SECTION 72090E THE NEW_YORK STATE. EDUCATION= LAW. -- (630166- IrAX '1630 763-17�t7', EXCEPT 'A5 -PER SECTION 7204-'"DIVISION,2-ALL _ _ GERTIFIGATIONS' HEREON ARE VALID.'FOR THIS MAP AND COPIES P.O:` HOX' °Ia°I TIVREOF ONLY' IF_5AID,MAP,oR GOPIE5 ®EAR` THE IMPRE55ED, ' AREA , 447M.'SQ' FT. Imo TRAVELER' sTREE'r . SEAL of_.THS- suRVEYOR WHOSE'.51c�NATURE APPEARS .HEREosv. „ SouTHa:o, MY.. ,1>�i�� 17-1, 9" YORK Workers' CERTIFICATE OF STATE Compensation ^� Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a Legal Name&Address of Insured(use street address only) 1b Business Telephone Number of Insured Belfor Long Island LLC 631-964-8900 60 Raynor Avenue Ronkonkoma,NY 11779 1 c NYS Unemployment Insurance Employer Registration Number of Insured 07-894226 Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i e,a Wrap-Up Policy) Number 26-3526799 2 Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ACE American Insurance Company Town of Southold 53905 Main Road 3b Policy Number of Entity Listed in Box"l a" PO Box 1179 WLR C50799657 Southold,NY 11971 3c.Policy effective period 07/01/2019 to 07/01/2020 3d.The Proprietor,Partners or Executive Officers are �X included.(Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above In box"T'insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by- Kenneth Rawls (Print name of authorized representative or licensed agent of insurance carrier) Approved by: g 07/08/2019 (Signature) (Date) Title Central Hub Leader Telephone Number of authorized representative or licensed agent of insurance carrier 214-754-8590 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www wcb ny gov vTAE Compensation workers' CERTIFICATE OF INSURANCE COVERAGE STAT Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Numberof Insured Belfor Long Island LLC 60 Raynor Avenue 248-502-1811 Ronkonkoma, NY 11779 Work Location of Insured(Only required if coverage is specifically limited to 1 c_Federal Employer Identification Number of Insured certain locations in New York State,i e,Wrap-Up Policy) or Social Security Number 263526799 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) First Unum Life Insurance Company TOWN OF SOUTHOLD 53905 MAIN ROAD 3b.Policy Number of Entity Listed in Box"ll a" P.O. BOX 1179 472934 SOUTHOLD, NY 11971 3c.Policy effective period 08/01/2019 to 08/01/2020 4 Policy provides the following benefits: X❑ A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave°benefits only. 5. Policy covers: FX A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of pequry,I certify that I am an authorized representative or licensed agent of the insurance carner referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date signed 08/14/2019 By j(J-h4V (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 1-800-ASK-UNUM Name and Title John Dawson, DBL Specialist IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance careers licensed to write NYS disability and paid famlly leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111 IIIIII1111mI11IIIII1mil II(�IIIIIIIIIIIIIII)IIIIII DATE(MMIDD/YYYY) A�® CERTIFICATE OF LIABILITY INSURANCE 0612 912 01 9 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this 2D certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT d NAME* Aon Ri sk Services Central, Inc. PHONE (g66) 283-7122 FAX (800) 363-0105 Southfield MI office (A1C No Ext) A/C.No. 3000 Town Center E-MAIL 22 Suite 3000 ADDRESS: _ Southfield MI 48075 USA INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER AIG specialty Insurance Company 26883 Belfor Lonq Island LLC INSURER ACE American Insurance Company 22667 60 Raynor Avenue Ronkonkoma NY 11779 USA INSURER C: ACE Property & Casualty Insurance Co. 20699 INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 570077257648 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS Limits shown are as requested INSR POLICY FIFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD MMIDD LIMITS B X COMMERCIAL GENERAL LIABILITY HDOG EACH OCCURRENCE $7,000,000 CLAIMS-MADE ["OCCUR PREMISES Ea occurrence $2,000,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $2,000,000 v GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $9,000,000 1` ❑X JPRO- POLICY ❑X LOC PRODUCTS-COMP/OP AGG $9,000,000 r 0 OTHER 0 B AUTOMOBILE LIABILITY ISA H09092936 07/01/2019 07/01/2020 COMBINED SINGLE LIMIT w Ea accident $5,000,000 X ANYAUTO BODILY INJURY(Per person) Z X OWNED SCHEDULED BODILY INJURY(Per accident) y AUTOS ONLY AUTOS PROPERTY DAMAGE M NON-OWNED X HIRED AUTOS Ix Per accident ONLY AUTOS ONLY d C X UMBRELLA UAB X OCCUR XCQG7153974A001 07/01/2019 07/01/2020 EACH OCCURRENCE $5,000,000 U EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED RETENTION B WORKERS COMPENSATION AND WLRC50799657 07/01/2019 577-61726251X PER OTH- EMPLOYERS'LIABILITY YIN AOS STATUTE ER ANY PROPRIETOR I PARTNER/EXECUTIVE E L EACH ACCIDENT $1,000,000 B OFFICER/MEMBER EXCLUDED? N/A SCFC50799669 07/01/2019 07/01/2020 (Mandatory in NH) wi E L DISEASE-EA EMPLOYEE S1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $1,000,000— Illl� DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) go R CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS Town of Southold AUTHORIZED REPRESENTATIVE 7} 53905 Main Road -1111 PO Box 1179 Southold NY 11971 USA ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD LEGEND AND SYMBOL ABBREVIATIONS SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description ACQ ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2015 I.R.C., second printing FLOOR AREA BREAKDOWN ACT ACOUSTICAL TILE EF EXHAUST FAN MIN MINIMUM SEC PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 2015 I.E.C.C., second printing AL ALUMINUM EW EGRESS WINDOW MO MASONRY OPENING S.F. CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total ALT ALTERNATE FAI FRESH AIR INTAKE MRB MARBLE Sim C-1 Cover Sheet (in accordance with Title 19 NYCRR PART 1265) 2015 IRC for Lateral & Gravity Design AFF ABOVE FINISHED FLOOR FC. FIRE CODE M.S. MARBLE SADDLE SPR ASF ABOVE SUBFILOOR FD FLOOR DRAIN MTL METAL SID Project Data TO: Town of Southold NYS 2017 UNIFORM CODE SUPPLEMENT Cellar Level(finished) 804 sq.to be legalizedft. a) A.S. ALUMINUM SADDLE FIN FINISH(ED) MFR. MANUFACTURER SS NYS 2016 ENERGY CODE SUPPLEMENT A.P.B. ANTHONY POWER BEAM FLR FLOORING) N/A NOT APPLICABLE STC OWNER OF PROPERTY:Alton Tatarka&Margeret Meade CL First Floor Level 1,205 sq.ft. to 112 sq.ft. B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD TOWN OF SO (0 be renovated G-1 General Notes CI) BD BOARD FT FOOT(FEET) NOM NOMINAL STL SUBJECT PROPERTY(ADDRESSAND TAX MAP NUMBER): S I SD USE: Single Family Detached Residential .2: Second Floor Level 1,085 sq.ft. 102 sq.ft. F.J. FLOOR JOIST NR NOT REQUIRED 2905 Rocky Point Road, East Marior, NY _J to be renovated r i n -a BOT BOTTOM NOT TO SCALE Building Code Requirements I BLDG BUILDING FTG. FOOTING NTS T.C. Construction: Wood Frame (un-sprinklered) (D CBB CEMENT BACKER BOARD GA GAGE,GAUGE OC ON CENTER(S) TEL SCTM#1000-30-03-02 (D CIL CLOSET GALV GALVANIZED OCC. OCCUPANT(S) THK Q Attic Level rchitlect CLG CEILING GFI GROUND FAULT INTERRUPT OH OVERHANG T.O.S. G-2 Energy Code Notes PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ENERGY CODE COMPLIANCE METHOD Total 3,094 sq.ft. CLR CLEARANCE) GL GLASS PART. PARTITION TP. 0 COL COLUMN GWB GYPSUM WALL BOARD P.C. POURED CONCRETE TPF 171 New Residential Structure 0 21 Main Street Stony Brook NY 11790 CONC CONCRETE GYP. BID. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. Insulation Schedule El Addition to Existing Residential Structure These plans have been prepared as per section I Garage 514 sq.ft. CONT CONTINUOUS 'GP' GEORGIA-PACIFIC P.T. PRESSURE TREATED TX Insulation Details [I Rehabilitation to Existing Resdential Structure N1 102.1 .5 - Total UA Alternative Path by phone. 631 686-6585 CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PT-EGS PAINT, EGGSHELL SHEEN TXF utilizing REScheck, Version 4.7.0.1 Software fax. 631 686-6786 CT CERAMIC TILE HDW HARDWARE PT-FL PAINT, FLAT SHEEN TV CS CORRIDOR SUPPLY HM HOLLOW METAL PT-SG PAINT,SEMI-GLOSS SHEEN TYP TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT (see attached REScheck Calculations) W Screened Porch 123 sq.ft. email. MMacrina@MMArchitectAIA.com C.J. CEILING JOIST HOR HORIZONTAL PKT POCKET TEMP PROPERTY REFERENCE ABOVE WILL UTILIZE 0 web. MMArchitectAIA.com a) CANT CANTILEVER HP HIGH POINT P.S. PEDESTAL SINK TECOcheck each applicable line): C: AlA1 .1 Demo Floor Plans ig These plans are an instrument of service and are CMD CARBON MONOXIDE DETECTOR HR HOUR(S) QT QUARRY TILE U.O.N. El Truss Type Construction(TT) final blower door test is not required W Uncovered Deck 174 sq.ft. the exclusive property of the architect. HT HEIGHT RAD RADIUS VB L) Infringements of the concepts and design ideas DIA DIAMETER as per tech bulletin (TB-1 020-RCNY .T presented on these drawings shall be prosecuted DIM DIMENSION HD HEAD REQ'D REQUIRED VCJ ❑ Pre-Engineered Wood Construction(PW) S)) .15i to the fullest extent of the low. Copyright 2020: DR DOOR HVAC HEATINGNENTILATING/ REV REVISION(S), REVISED VCT El Timber Construction(TC) Michael Macrina Architect, pc. All rights reserved, AIR CONDITIONING RM ROOM VIF no part of the plans may be reproduced without DTL DETAIL DWG DRAWING IN INCH(ES) R.J. ROUGH JAMB VWC A1 .2 Demo Elevations IN THE FOLLOWING LOCA 2102(S)(CHECK APPLICABLE LINE): Climatic & Geographic Design Criteria : Table R301.2(1) the expressed written consent of the architect. DN DOWN INT INTERIOR R.C.N.Y.S. RESIDENTIAL CODE OF WCEl Floor Framing, Inc(u ding Gird�er�andBeams(F) Ground Snow Load: 30 psf EM D.F.U. DRAINAGE FIXTURE UNITS INV INVERT NEW YORK STATE WD EA EACH JT JOINT R.R. ROOF RAFTER WR El Roof Framing (R) Speed: 140 mph ultimate wind speed Drawing Status R/R REMOVE&REPLACE ZR EL ELEVATION KIT KITCHEN El Floor Framing and Ro�fFrfaamng(FR) DESCRIPTION OF PROPOSED WORK EQ EQUAL LAV LAVATORY A2.1 Foundation Plan C Topographic Effects: No EX EXISTING LVL LAMINATED VENEER LUMBER EXH L.C. URE: DATE: a) Wind Exposure Category: B EXHAUST L.C.C. LINEN CLOSET SIGNATURE: 0 - REPAIR OF FIRE DAMAGE LEAD COATED COPPER PRINT NAME: Seismic Design Category: B Issued fo - INTERIOR ALTERATION CAPACITY(6e k OnAp<Wl er Owners Representative Special Wind Region No MATERIALS W1111IN1111IM11111 A2.2 First Floor Plan Wind Borne Debris Zone Yes - LEGALIZATION OF EXISTING FINISHED BASEMENT C o Instructs on- E BRICK VENEER EARTH 6" DIAMETER 2 Weathering: Severe CONCRETE MASONRY UNIT INSULATION (THERMAL) A2.3 Second Floor Plan AREA DIAGRAM CLASSIFICATION E Frost Line Depth: Winches STEEL 'PVC' or COMPOSITE MATERIAL .2 Termite: Moderate to Heavy REFLECTIVE WHITE t5 Dates REFLECTIVE RED ROUGH WOOD RIGID INSULATIONA3.0 PANTONE#187 Roof Framing Plan 4/22/20 Issued for Construction CONCRETE Winter Design Temperature FINISH ISH WOOD 15,Table D101 (NY, Kennedy) Proposed Wind(ow Well PLYWOOD GYPSUM BOARD Ice Barrier Underlayment Required Valley's&Perimeter A4. 1 Front Elevation Flood Hazards N/A _wflon number Air Freezing Index. 1500 Al"� SYMBOLS SECTION Left Elevation sheet number Mean Annual Temp. EXISTING WALL detail Existing > number Component and Cladding Loads: Table R301.2(2) Existing 2 Finished Cellar ii OR det.1 DETAIL Unexcavated (to be legalized) : ._I NEW PARTITION �:Ti I-A-4 A4.2 Rear Elevation ZONE 4 21.2 -22.0 sheet C:) number i ICT (804 s.f.) No. Date Description +1 ZONE 5 21.2 -28.0 Right Elevation C�) REVISION CLOUD C14 ZONE 1 19.4 -21.0 Existing Project DOOR 1/2" 7: Unfinished STRUCTURAL BEAM STROKE �2 C3 Cellar WINDOW The construction type 0 ZONE 2 19.4 -24.0 Repair of designation shall be T JOISTS/RAFTERS A5. 1 Building Sections "I","Il","Ili","Wor"V" co ZONE 3 19.4 -24.0 t.. d I WINDOW EXT. DOOR NUMBER to indicate the construction CN Fire Damage and id-Ri-11- (see schedule) Strapping Details classification of the cn 7: ZONE 1 12.2 -19.0 number q1 A2 REVISION NUMBER' 4-- co 211 WINDOW level structure underDESIGNATION FOR STRUCTURAL 0 CD section 602 of the BCNYS 0 ZONE 2 12.2 -33.0 4�1 Interior Alteration and INTERIOR DOOR NUMBER SMOKE DETECTOR Nailing Schedule COMPONENTS THAT ARE OF 0� two-digit TRUSS TYPE CONSTRUCTION 12.2 -49.0 ldentf-a- (see schedule) ZONE 3 DATE: IR number 12( heezontal Framing Details - .:�P .kctiJOLIZ7 Legalization of floor level ROOF PITCH FLOOR CONSTRUCTION,INCLUDING �2 ZONE 1 10.0 -21.0 10 5E---vertical GIRDERS AND BEAMS J! BY: ROOM NUMBER LO 3= Utility Protection Detail 110 _: C) "101IFY BUILDING DEPARTMIL."�T Finished Basement two- "R11 iderti�-1�211- (see schedule) -------- ROOF FRAMING ZONE 2 10.0 -35.0 rum , ABOVE/BELOW HIDDEN _eoi 11ROOM level CN 6TAN11 IU 4PM FOR 11-iz: Plumber Riser 7 ,�­B U I L D I INI G "FR" FLOOR AND ROOF FRAMING C) ZONE 3 10.0 -53.0 FOLL.C�i'ING liNSPECTIONS: <>- WALL TYPE CENTERLINE STA,NDARDS AND CODES I I 1 1. FOUNDAT011 REQUIRED Existing For ELEVATION MARKER elevation number Zone Diagrams : FOR POUF'..'ED CONCRETE Screened Porch (2 INTERIOR ELEVATION 2. ROUGH - FRAMING & PLUM3ING (12 s. .) sheet number 2 3. INSULATION PLAN KEY <�w I Ilon Fil SCOPE OF WORK Com: f 1"'Ou F)vf-� 2 4. FINAL - CONSTRUCTION M (see plan key notes, same sht.) r77777"" 11111 2 BE COMPLETE FOR C.O. Existing 15 3 5 CONSTRUCTION SHALL E:T TP-eck NO CHANGE OF FOOTPRINT I I Ili NIJ I I r11 __7 J Electric Power REQUIREMENTS OF THE CODES OF l`(,!?4 s.f.) Tata rkas Scope of work is to repair the fire damaged residence Gas,oil,or steam 5 4 4 4. a) YORK STATE. NOT P0NqIRIF PC-lip D rnKic­rni i to its existing condition, including all required building Communication Lines,CATV (D =4P G_.R GG-l"S"11,ICTION ERRORS, • Potable Water Gable Interior _J Maggie code upgrades and to legalize the prior-built finished Reclalmed Water,Irrigation,Slurry Wall F��IZone L_ basement and some minor interior alterations: Edge I= Perimeter 0 Existing Sewers and Drain Ones Zone 11 Zone 0 Existing Meade Know what's beloW. Temporary survey Markings -W 514 s.f. LL Garage Living Space Repair of Fire Damage: 011 before yDu dig. ( ) (1,205 s.f.)Proposed Excavation L 2905 Rocky Point Road Remove & Replace all the following items : MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 LL East Marion, NY 1. Entire second floor roof rafters and ridge board VICINITY MAP USE LIVE LOAD DEAD LOAD as noted on plans Exterior Balconies and decks 40 psf 10 psf Area of Jurisdiction 2. All drywall on second floor level except for existing Fire Escapes 40 psf 10 psf COMPLY WITH ALL CODES Fire Damage bathroom #2 wall drywall to remain. r7 Town of Southold Area to be NEW YORK STATE & TOWN CODE Renovated Passenger Vehicle Garages 50 psf as per plan I% AS REQUIRED 9)9 g Suffolk County 116d ng 3. All second floor ceiling insulation and any damaged Unhabitable ATTICS without Storage 10 psf 10 psf (112 s.f.) Classificaiton Alteration walls in master bedroom to match existing. SOLROLD Tom ZB A TICS with Storage Unhabitable AT 20 psf 10 psf Level 2 as per Drawn By: 'MINI In EDO SOMD X N. Sect.AJ5&AJ6 N 7p 30 psf Habitable ATTICS and ATTICS 4. All base moulding & door casing as noted on plans I �;_�, 1 �'r 15 psf f® ARC, served with fixed stairs M.P. 4,T X-I'l TPUSTEES yJ C Checked By: 5. All carpet & hardwood flooring as noted on plans Additional ROOMS other than sleeping rooms 40 psf 15 psf II Y. S certracaeloll Sleeping Rooms 30 psf 15 psf At 6. All siding material to match existing. e1V , - -,"% ; _,,r ,tea 'A �5 e p tea to b ,cqtAre& M.A.M. Stairs Sta, 40 psf 10 psf N� r' ' Renovated 7. Fire damaged windows & doors as noted on plans. e Job N Guards and Handrails 200 psf lateral (102 s.f.) ZONING ANALYSIS • N, ,_ j_,", , Classiiton i14 ­ . �1 , 11`1286 0 8. Fire damaged electrical, to be verified by licensed electrician. Alteration 201 Guard in-fill components 50 psf F Level 2 as per 0 Sect.AJ5&AJ6 30 psf 15 psf I I She6f Title ROOFS -80 Zone: R 9. Fire damaged plumbing lines, to be verified by Lot Area = 54,447 s.f. (1.25 acres) a licensed plumber. .�A r k, I q Min. Required = 80,000 s.f. . ..... ALLOWABLE DEFLECTION : Table R301.7 over Sheet C _J A, _J�,,"N' -A Legalization of Prior Built Finished Basement: par� 7��11� 1;1, Allowable Deflection Structural Member 0' 0 _x . 0 Data Rafters having slopes greater than 3/12 with no L/180 finished ceiling attached to rafters. 1. Installation of new egress window well and window NO CHANGE OF FOOTPRINT - Legend Existing -o, Interior Walls and PartitionsH/1 80 0 Living Space olk j�� 0 (1,085 s.f.) Interior Alterations: Floors and Plastered ceilings L/360 1. Remove non-load bearing wall between living roomAll other Structural Members L/240 and study Sheet Number " IKY OR 2. Relocate fireplace inside existing chase on first floor '4 Exterior Walls with plaster or stucco finish H/360 Exterior Walls wind loadsa with brittle finishes H/240 L1�11_AW [S FUL Area of 0 Exterior Walls wind loads with flexible finishes H/120 3. Remove master bedroom fireplace Fire Damage "40" I iOUT CER IFiCATE 4. New Master bathroom layout Lintels Supporting Masonry Veneer Walls L/600 OF-4) occr" y ote L=Spon Length, H=Span Height urAlK GENERAL CONDITIONS STEEL NOTES FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING 1. All Steel shall have a minimum Fb of 33,000 p.s.i. h. Fire blocking required. 1. All extedorwindows and doors shall be designed to resist the component All Glazing shall conform to section R308 (glazing) of the 2015 FACTORY-BUILT GAS & WOOD FIREPLACES \ 1. All work shall conform to the codes listed on the cover sheet. All codes g as q and claddirJ wind loads specified on the cover sheet. International Residential Code. shall supersede the drawings and shall be incorporated into the drawings, whether 2. All Steel shall conform to the latest A.S.T.M. specifications for 2. Bearing Walls supporting one floor or more: Factory-built fireplaces shall be listed and labeled and shall be installed ` ; . ';'- : . P 9 PP 9 };._ they are indicated on the plans or not. A992 A572 steel. Pie columns shall conform to A.S.T.M. A501. " 2. All exterior windows and sliding doors shall be tested b an approved R308.4 Hazardous locations. The following shall be considered in accordance with the conditions of the listing, and shall be tested �, / P a. Partitions must be constructed of minimum 2 x 4 studs spaced 16 o.c. g Y PP g "i .":r;7.;o.. 3. All work shall conform to the latest A.I.S.C. s ecifications. of type lumber specified unless otherwise noted on plans. independen. laboratory, and bear a label identifying manufacturer, specific hazardous locations for the purposes of glazing_ in accordance with UL 127. i 2. Contractor shall check and verify all dimensions, notes and conditions at the P erformane characteristics and approved inspection agency to indicate T P PP P 9 Y Hearth Extensions. _+.I ` �,< site before any construction work is started. The Contractor shall notify the b. If a double top plate of less than 2-2 x 6's or 2-2 x 4's is used, floor 1. Glazing in fixed and operable panels of swinging, sliding door and14 coons shollbe AAMAand lab CSA 101/I.S.2ming t Exterior side-hinged bifold door. Hearth extensions of approved factory-built fireplaces shall be installed �* Architect of any discrepancies or conflicts in the drawings and/or field FRAMING joists shall be centered directly over and below bearing wall studs with a doors shall be tested and labeled as conforming to AAMA/WDMA/CSA conditions before starting the work. The discovery of discrepancies after " in accordance with the listing of the fireplace. The hearth extension tolerance of no more than 1 unless substantiated engineering calculations. 101 I S.2 {440 or AMD 100. - 2. Glazing in storm doors. 9 P beginning the work shall be the full responsibility of the Contractor to correct. 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. /' / g c. Interior bearing stud walls must be sheathed with a minimum 1/2„ gyp. bd. 3. Glazing in all unframed swinging doors. shall be readily distinguishable from the surrounding floor area. 3. Contractor shall locate & stake out all existing underground utilities prior to any 2. All structural framing Lumber to be doug fir #2 or better, fastened according to drywall manufacturer recommendation and fireblocked. 3. Garage doers shall be tested in accordance with either ASTM E 330 or _KA i C,_` h Za E�� I - excavation. The utilities shown on the plans are an approximate location only. (min. fb=900, e = 1.500) Higher stress lumber such as s.y. pine, ect. may ANSI/DASINA 108, and shall meet the acceptance criteria of ANSI/DASMA 108. 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, 4. Contractor to be responsible for arranging all necessary permits and be substitued for doug fir. No spf lumber may be used except for sill, Corner Bracing: bathtubs and showers. Glazing in any part of a building wall enclosing thesefir"► inspections, ircluding obtaining the Certificate Of Occupancy (C.O.). plates, and studs. 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood 4. Window and glass door assemblies shall be anchored in accordance with the compartments where the bottom exposed edge of the glazing is less than - - - - n .-a KA .-a 4c,- sheet of thickness to match that of sheathing. 60 inches measured vertically above any standing or walking surface. 5. Written dimensions shall have precedence over scaled dimensions and larger 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be published nanufacturers recommendations to achieve the design pressure ELECTRICAL ,A r scale details shall have precedence over smaller scale details/drawings. pressure treated unless otherwise noted. 2. Overlap plates at all corners. specified. `substitute anchoring systems used for substrates not specified 5. Glazing in an individual fixed or operable panel adjacent to a door shall be C itE) ct Drawings are not to be scaled. by the ferestration manufacturer shall provide equal or greater anchoring considered to be a hazardous location where the bottom exposed edge 1. All electrical work shall conform to rules and regulations of the 4. All wood subfloors shall be 3/4 thick T&G subfloor with a minimum Nailing: of the glazing is less than 60 inches above the floor or walking surface and performance as demonstrated by accepted engineering practice. g g 9 2014 National Electric Code, NFPA 70-2014 and the 2015 21 Main Street Stony Brook NY 11790 6. Any deviation from the Architects drawings must be submitted to the Architect span rating of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2015 International it meets either of the following conditions: International Residential Code. in writing for approval. 5. All wood frame openings in floors, roofs, ceilings shall have a minimum Residential Code and nailing schedule shown on plans. " " g 5. Emergeny escape and rescue opening required: Basements, habitable attics, 5.1. Where the glazing is within 24 inches of either side of the door in 2. The Electrical equipment and wiring shall be installed in accordance phone. 631 686-6585 7. Contractor shall be responsible for adequately bracing and protecting all work double trimmer and header framing unless noted otherwise on plan. Alignment: y g p p p with chapters 34 thru 43 of the 2015 International Residential Code. P q Y 9 t 9 ever sfee in room and where noted on floor lans shall have not less than the lane of the door in a closed position. fax. 631 686-6786 during construction against damage, breakage, collapse, distortion and 6. All wood frame wall openings shall have minimum of single Jack stud plus 1. All rafters and joists framing from opposite sides shall lap at least six one o eraile emergency escape and rescue opening. Where basements contain misalignment according to applicable codes, standards and good practice. 9 P P 9 Y P5.2. Where the glazing is on a wall perpendicular to the plane of the 3. Electrical work to be Fire Underwriters inspected and approved. email. MMacrina@MMArchitectAlA.com single Kin stud posts at each end. (3) inches and be nailed together with min. (3) 10d face nails. one or mire sleeping rooms, an emergency escape and rescue opening shall door in a closed position and within 24 inches of the hinge side "wet"9 9 P p g 9 y P P g P g 4. All electrical outlets in wet areas to be round fault interrupter web. MMArchitectAlA.com 8. All work shall ll performed q a first class manner with all new materials. 2. When framing end to end joists shall be secured together b metal straps. be re uird in each sleeping room. Emergency escape and resuce openings of an in-swinging door. g p Contractor shall provide all equipment, labor and materials necessary for 7. All hanging wood joists and rafters shall be supported with steel 9 J 9 Y P q P 9 9 Y P9 9 (G.F.I.) type. joist han shall opeir directly into a public way, or to a yard or court that opens to These plans are an instrument of service and are the proper execution and timely completion of the work. Contractor shall 1 hangers. Exceptions: 5. Workingclearance dimensions around electrical panel to be a the exclusive property of the architect. a public Nay. 1. Decorative lazin „ „ „ be responsible for all materials and equipment stored at the site. Infringements of the concepts and design ideas P8. When joist hangers & fasteners are in contact w/ pressure treated lumber, D RA FTSTO P P I N G / FI R E B LO C K I N G & glazing. minimum of 36 deep x 30 wide x 6'-6" high. nese ted on these drawings shall be 9 or exposed to the exterior use stainless steel or hot-dipped alvenized 2. Where there is an intervening wall or other permanent barrier P g prosecuted 9. All contractors and their subcontractors shall carry insurance that will protect P pp 9 Exceftion: Basements used only to house mechanical equipment g P 6. All electrical work to be performed b a local licensed electrician. to the fullest extent of the law. co the Owner and Architect from claims from damages for personal injuries, joist hangers & fasteners only. FIRE PROTECTION between the door and the glazing. P Y Michael Macrina Architect, c. All rights reserved, not exceeding a total floor area of 200 square feet. P 3. Where access through the door is to a closet or storage area Ground-Fault Circuit-Interrupter Protection. no part of the plans may be reproduced without including death, which may arise in connection with this project. 9. All sheathing shall be a minimum of Y2" CDX plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per the expressed written consent of the architect. and %s" OSB plywood on walls unless noted otherwise on plans and section R302.12 of the 2015 International Residential Code. Operational constraints and opening control devices: Emergency escape 3 feet or less in depth. Glazing in this application shall comply Locations. 10. Contractor to indemnify Architect and Owner and hold harmless. fastened to studs as per nailing schedule. and rescue openings shall be operational from the inside of the room with Section R308.4.3. P 9P 1. All bathroom receptacles are to have G.F.C.I. protection. Draftstopping required: without the use of keys, tools or special knowledge. Window opening control 4. Glazing that is adjacent to the fixed panel of patio doors. Ys• P 9 P 9 Drawing Status 11. The Architect is not responsible for construction means, methods, techniques, 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted 2. All garage & accessory building receptacles are to have G.F.C.I. protection. - P q When there is usable space both above and below the concealed space of a devices complying with ASTM F 2090 shall be permitted for use on windows sequences, procedures or for the safety precautions and programs in otherwise on plan. floor/ceiling usable assembly, bo s shall be installed so that the area of the 6. Glazing in an individual fixed or operable panel that meets all of the following 3. All outdoor receptacles are to have G.F.C.I. protection. connection with this project. / 9 Y P serving as a required emergency escape and rescue opening. Emergency 11. All top plates in wood frame walls shall be doubled and overlap with concealed space does not exceed 1,000 sf. Draftstopping shall divide the conditions shall be considered to be hazardous location: escape and rescue openings shall have minimum dimensions as specified 4. All crawl space receptacles are to have G.F.C.I. protection. 12. Match all existingconditions as the relate to finishes, lighting, coursin , intersecting walls if possible. concealed space into approx. equal areas. Where the assembly is enclosed by Y9 in this section. 6.1. The exposed area of an individual pane is larger than 9 square feet. 5. All unfinished basements receptacles are to have G.F.C.I. protection. dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, a floor membrane above and a ceiling membrane below draftstopping shall be Issued f r 12. Laminated Veneer Lumber to have a min. of 2,650 (Fb) bending stress 6.2. The bottom edge of the glazing is less than 18 inches above 6. All kitchen rete tacles that serve counterto surfaces shall have plumbing and ductwork that may be concealed in walls or ceilings being revised, and a min. of 1.9x10 (E) modulus of Elasticity. provided in floor/ceiling assemblies under the following circumstances: Minimum opening are: Emergency and escape rescue openings shall have a the floor. p P to provide a complete job in all respects. G.F.C.I. protection. 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening 6.3. The to edge of the glazing is more than 36 inches above the "' 13. All shims under cellar girders to be steel only. P 9 9 9 7. All laundry, utility and bar sink receptacles that are located within 6ft. 13. All contractors and subcontractors shall be licensed and insured as required. 2. Floor framing is constructed of truss-type open-web or perforated members. dimensions required er this section shall es obtained by the normal floor; and CO- nstl C i o 1 14. Wrap all girders that sit in concrete beam pockets with soft flashing to operation of the emergency escape and rescue opening from the inside. The of the outside edge of the sink are to have G.F.C.I. protection. 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, Materials: 6.4 One or more walking surfaces are within 36 inches measured 8. Electrical) heated floors, h romosso a bathtub, spa and hot tub and equipment rior to purchasing. All equipment and materials are to be prevent direct contact with concrete. net clear height opening shall be not less than 24 inches and the net clear horizontal) and in a straight line, of the glazing. Y 9 P P P 9Y 9 9 9 locations are t installed per manufacturer's written specifications. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 width shall be not less than 20 inches. o have G.F.C.I. protection. Bolts in Wood Framing: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other Exceptions: 9. All receptacles within 6 feet of the outside edge of a bathtub or 15. Contractor shall keep site clean and free of debris. 1. All bolts in wood framing, where specified on plans shall be standard approved materials adequately supported. Draftstopping shall be installed Exception: Grade floor or below grade openings shall have a net clear parallel to the floor framing members unless otherwise approved b the 1. Decorative glazing. shower stall are to have G.F.C.I protection. machine bolts with standard malleable iron washers or steel plate washers. P 9 PP Y opening of not less than 5 square feet. 16. These drawings are the property of the Architect and shall not be used building official. The integrity of all draftstops shall be maintained. 2. Where a horizontal rail is installed on the accessible side(s) of the Dates : without his consent. Drawings shall not be used for issuing of a building 2. Steel plate washer sizes shall be as follows: glazing 34 to 38 inches above the walking surface. The rail shall Arc-Fault Circuit-Interrupter Protection. permit unless signed & sealed by Michael Macrina Architect, p.c. a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16" Fire Blocking Required: Window Sill Height: Where a window is provided as the emergency escape and 9 9 9 „ „ „ rescue opening, it shall have a sill height of not more than 44 inches above be capable of withstanding a horizontal load of 50 pounds per Locations. 4/22/20 Issued for Construction b. 3/4 Dia. bolts-2-5/8 sq. x 5/16 . Fireblocking shall be provided to cut off all concealed draft openings 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 am 17. Contractor to follow all manufacturer's specifications, recommendations and the floor; where the sill height is below grade, it shall be provided with a linear foot without contacting the glass and have across-sectional PP YP installation details on all products used in this project. Notify the Architect 3. Each bolt hole in wood shall be drilled 1/16" larger than diameter of bolt. (both vertical and horizontal) and to form an'effective fire barrier between height of not less than 1 1 2 inches. outlets installed in kitchens, family rooms, dining rooms, living rooms, of an conflict between the plans and manufacturer's specifications, / g window well in accordance with Section R310.2.3. 9 / Y P P stories, and between a top story and the roof space. Fireblocking shall be parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, recommendations and installation details prior to installation of product on 4. For sill anchors, see typical details on architectural drawings. 3. Outboard panes in insulating glass units and other multiple glazed , provided in wood-frame construction in the following locations. 6. All exterior windows and doors attuning in hazardous locations as per Section panels where the bottom ed hallways, laundry areas and similar rooms or areas shall be protected by this project. Contractor shall be responsible for correction of any work that p edge of the glass is 25 feet or more Lag Bolts: R308.4 of the 2015 International Residential Code and indicated on floor Ions a combination type arc-fault circuit interrupter installed to rovide prevents the correct installation of a specified product as shown on the P above grade, a roof, walking surface or other horizontal [within � P P drawings. 1. All la bolts where specified on plans shall be of structural rade steel. a. In concealed spaces of stud walls and partitions, including furred spaces are to have tempered lass. See glazing section of this sheet and section R308 protection of the branch circuits. g g p p g p g g g 45 degrees or horizontal] surface adjacent to the glass exterior. and parallel rows of studs or staggered studs; as follows: of the 20'15 International Residential Code. 18. Contractor shall be responsible for adequately bracing and protecting all work 2. Washers shall be placed under the head of lag bolts bearing on wood. Single-and Multiple-Station Smoke Alarms. P q Y 9 P 9 - vertically at the ceiling and floor levels. 7. Glazing in guards and railings, including structural baluster panels and during construction against damage, breakage, collapse, distortion and Length of lag bolts shall be minimum 2/3 depth of members being bolted - Horizontally at intervals not exceeding 10 ft. 7. Alf exterioir windows and doors are to have a maximum U-value of 0.35 and nonstructural in-fill panels, regardless of area or height above a walking All smoke alarms shall be listed in accordance with UL 217 and misalignment according to applicable codes, standards and good practice. together. a maximurn solar heat gain coefficient factor of 0.40. surface shall be considered to be a hazardous location. installed in accordance with the provisions of Section R314 of the 3. All bolts that are in contact with pressure treated lumber or exposed to b. At all interconnections between concealed vertical and horizontal spaces 2015 International Residential Code and comply with the provisions exterior are to be stainless steel or hot-dipped galvenized. such as occur at soffit, drop ceilings and cove ceilings. FALL PROTECTION 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, of NFPA 72. GUARD; whirlpools, saunas, steam rooms, bathtubs, showers and indoor or Locations. (Section R314.3) No. Date Description Altering Structural Members: c. In concealed spaces between stair stringers at the top and bottom of Guards Required. outdoor swimming pools where the bottom exposed edge of the glazing is Single 1. No structural member shall be omitted, notched, cut, blocked out or the run. Enclosed spaces under stairs shall have walls. under-stair surface In dwelling units, where the top of the sill of an operable window g e and multiple-station smoke alarms shall be installed in Porches, Balconies, Romps, Stairs or Raised Floor Surfaces Located less than 60 inches measured vertically above any standing or walking the following locations: Project : P relocated without prior approval b the Architect. Do not alter size of and an soffits protected on the enclosed side with a 1 2 sum board. opening is located less than 24 inches above the finish floor and 9 J P PP Y Y P / 9YP surface shall be considered to be a hazardous location. This shall apply to More Than 30" above the Floor or Grade Below shall have Guards members noted without approval of the Architect. greater'than 72 inches above the finish grade or other surface below 1. In-each sleeping room. PP d. At openings around vents, pipes, ducts, cables and wires at ceilings and on the exterior of the building, the operable window shall comply with a single glazing and each pane in multiple glazing. Repair of not Less then 36" in Height. P P 9 9 P P Y 2. Outside of each separate sleeping area in the immediate Open sides of stairs shall have guards not less than 34" in height and not Built-up Beams: floor level, with an approved material to resist the free passage of flame one of following: Exceptions: Glazing that is more than 60 inches measured horizontally vicinity of the bedrooms. 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber and products of combustion. more than 38" measured vertically from the nosing of the treads. and in a straight line, from the waters edge of a bathtub, hot tub, 3. On each additional story of the dwelling, including basements Fire Damage and members shall be interconnected as follows: 1. operable windows with openings that will not allow a 4 inch diameter 9 9 g " e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. s ere to ass through the opening where the opening is on its spa, whirpool or swimming pool or from the edge of a shower, sauna and habitable attics but not including crawl spaces and uninhabitable a. Members 12 and less in depth: glue and internail w/2 rows P g P g P g or steam room. attics. In dwellings or dwelling units with split levels and without Guard Opening Limitations. position.opened P o os Required Guards on open sides of stairways, raised floor areas, 16D nails of 12" largest o.c. staggered: f. Fireblocking of cornices of a two family dwelling is required at the line g P an intervening door between the adjacent levels, a smoke alarm Interior Alteration and balconies and porches shall have intermediate rails or ornamental b. Members greater than 9-1/4 in depth or multiple 3x members of dwelling unit separation. 2. operable windows that are provided with window fall prevention devices 9• Glazing adjacent to stairs, landings and ramps where the bottom exposed edge installed on the upper level shall suffice for the adjacent lower closures that do not allow passage of a sphere 4" or more in through bolt with 1/2 diameter machine bolts at 24 o.c. that comply with ASTM F 2090. „ " of the glazing is less than 36 inches above the plane of the adjacent walking level p rovided that the lower level is less than one full story Legalization of diameter. staggered top & bottom, 1-1/2" from edges. Materials: surface of stairways, landings between flights of stairs and ramps shall be below the upper level. considered to be a hazardous location. 4. Smoke alarms shall be installed not less than 3 feet horizontally 2. Built-up beams or joists formed by a multiple of engineered lumber Except as provided in Section R602.8, Item 4, fireblocking shall consist 3. operable windows that are provided with window opening control devices from the door or opening of o bathroom that contains a bathtub Finished Basement Exception. members are to follow manufactures specifications that comply with section R312.2.2. P 9 The triangular openings formed by the riser, tread and bottom rail P of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, of a guard at the open side of a stairway are permitted to be of Cutting of Beams,Joist and Rafters: or two thicknesses of 1 inch nominal lumber with broken lap joints, or 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing or shower unless this would prevent placement of a smoke alarm such a size that a sphere 6" cannot pass through. 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored one thickness of 23/32 inch wood structural panels or one thickness of Section 8312.2.2(window opening control devices) is less than 36 inches above the landing and within a 60 inch horizontal arc less required by Section R314.3. less than 180 degrees from the bottom tread nosing shall be considered to be When more than one smoke alarm is required to be installed within an For holes not deeper than 1/6 the depth of the member and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 Window opening control devices shall comply with ASTM F 2090. a hazardous location. individual dwelling unit the alarm devices shall be interconnected in located in the middle of 1/3 of the span. Notch depth of the ends at the inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets The window opening control device, after operation to release the HABITAE3LE SPACE member shall not exceed 1/4 the depth of the member. Holes bored or out or minerial wool or glass fiber or other approved materials installed in such control (device allowing the window to fully open. shall not reduce the PLUMBING such a manner that the actuation of one alarm will activate all of the net clealr opening area of the window unit to less than the area alarms in the individual dwelling unit. The alarm shall be clearly audible: in into joist shall not be closer than 2 inches to the tip or bottom of the P 9 Allon a manner as to be securely retained in place shall be permitted as an required b section R310.2.1. all bedrooms over background noise levels with all intervening doors closed. 1. All Habitable spaces shall conform to the following sections of the 2015 joists and the diameter of the hole shall not exceed 1/3 the depth of the q Y 1. All plumbing work to be installed in strict accordance with the 2015 joist. The tension side of beams, joists and rafters of 4 inches or greater acceptable fire block. Batts or blankets of mineral or glass fiber or other International Residential Code: j • j g International Residential Code and local codes. Combination Detectors. R303 (light, ventilation, and heating) nominal thickness shall not be notched, except at ends of members. approved nonrigid materials shall be permitted for compliance with the 10 CLOTHES DRYER EXHAUST Combination smoke and carbon monoxide alarms shall be permitted ( 9 9) 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists P Tatarkas & Pipes in Stud bearing Nails or Shear Nails: foot horizontal fireblocking in walls constructed using parallel rows of studs g p to be used in lieu of smoke alarms. 8304 (minimum room areas) 1. To be installed as per section M1502 of the 2015 International shall be located as close as possible to center joist span to maintain 1. Notches or bored holes to studs of bearing walls or partitions shall not be or staggered studs. Loose-fill insulation material shall not be used as a fire R305 (ceiling height) Residential Code. structural integrity of joists. Refer to the framing section of this sheet. 8306 sanitation more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to Power Source. Maggie ( ) 2. Clothes dryer exhaust system shall be discharged to the exterior. 3. Materials for water supply and distribution systems, per tables P2906.4, The re uired smoke alarms shall receive their rimar ower fromBridging and Blocking: demostrate its ability to remain in place and to retard the spread of fire q P Y P R307 (toilet, both and shower spaces) 1. There shall be not less than one line of bridging when using dimensional and hot gasses. Exhaust duct size and material P2906.5 and P2906.6 of the 2015 International Residential Code. the building wiring when such wiring is served from a commercial source, International Residential Code. and when primary power is interrupted, shall receive power from a lumber in every eight feet of span in floor, attic and flat roof framing. Exhaust ducts shall have a smooth interior finish and be constructed 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), battery. Wiring shall be permanent and without o disconnecting switch Meade The bridging shall consist of not less than one by three inch lumber Fire Protection of Floors of metal having a minimum thickness of 28 gage. The duct shall FLASHING & CAULKING NOTES be 4" nominal in diameter. P3002.2 and P3002.3 of the 2015 International Residential Code. other than those required for overcurrent protection. Smoke alarms double nailed at each end or of equivalent metal bracing of equal rigidity. All floor assemblies are to be fire-reistance rated with a minimum of 1/2" shall be permitted to be batter operated when installed in buildings 1. Providing metal flashing where framing lumber is in contact with soil or concrete. 2. Block solid at all bearing supports where adequate lateral support is not gypsum wall board, 5/8" wood structural panel or equivalent on the underside Length Limitation 5. All exterior hose bibbs are to be frost-proof type. P y p 9 2905 Rocky Point Road without commercial power. Provide continuous hidden (blind) metal flashing where tops of roof intersect otherwise provided. Block all stud walls at maximum intervals of eight of the floor framing member. Penetrations or openings for ducts, vents, The maxiimum length of a clothes dryer exhaust duct shall not exceed 6. In areas prone to flooding, drainage, waste and vent systems shall be vertical wall surfaces. Provide metal step flashing around all chimneys, skylights feet with minimum of 2 x solid material with tight joints. electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping 35 ft. from the dryer location to the wall or roof termination. located and installed to prevent infiltration of floodwaters into the Carbon Monoxide Alarms. (Section 915 of the 2015 I.F.C.) East Marion, NY and similar openings or penetrations shall be permitted. The maxiimum length of the duct shall be reduced 2.5 ft. for each systems and discharges from the systems into floodwaters. Carbon monoxide alarms shall be installed in the following locations: and where sides of roof intersect vertical wall surfaces. All metal flashing shall 3. Provide blocking under all posts down to foundation, beam and/or column P P 45-degree bend and 5 ft. for each 90-de ree bend. The maximum extend u vertical) a minimum of �4" from the roof unless noted otherwise. g g 7. In areas none to flooding, 1. Carbon Monoxide are required on each level on which sleeping P Y with similar material. p g, vents shall be located at or above the Exceptions: length off the exhaust duct does not include the transition duct.Plywood: spaces are located, within 15ft. of the sleeping area. Jurisdiction PI design flood elevation. 2. Flash, caulk and seal all junctions ,of new and existing roofs, walls and � 1. Floor assemblies located directly over a space protected by an automatic More than one carbon monoxide alarm shall be provided penetrations, to form a watertight assembly. 1. All plywood shall be Doug fir or equal. It shall be manufactured and sprinkler system in accordance with Section P2904, NFPA 13D, or other REQUIREMENTS FOR 8. All plumbing fixtures to be installed as per Chapter 27 of the 2015 where necessary to assure that no sleeping area on a story Town of Southold graded in accordance with : approved equivalent sprinkler system. MASONRY FIREPLACES International Residential Code. is more than 15ft. away from a carbon monoxide alarm. U.S. Product Standard PS 1-83 for Construction and Industrial Plywood 9. Vents: 2. On any story where a fuel-fired appliances and equipment, Suffolk County 2. Floor assemblies located directly over a crawl space not intended for PER 2015 I.R.C. CODE (table R1001.1) solid-fuel burning appliances and equipment, //""') r, 2. Each plywood sheet shall bear the "APA" trademark. storage or fuel-fired appliances. Roof Extension (sect. P3103.1) fireplaces or attached garages are located. Hearth Slab Thickness 4"min.thickness for hearth extension Open vent pipes that extend through a roof shall be terminated not less HEATIN(a, VENTILATION & COOLING 3. All end joints shall be staggered and shall butt along the center lines 3. Portions of floor assemblies shall be permitted to be unprotected where Drawn By: C P P Interconnection of Carbon Monoxide Alarms& Detectors: � �1 ® AR of framing members. Hearth Extension 8 for fireplace opening less than 6 sq.ft. than 6 inches above the roof or 6 above the anticipated snow accumilation, Combustion Air complying with the following: 'C � h'.r 4. The face grain of the plywood shall be laid at right angles to the joists (each side of open'g) 12'for fireplace opening greater than or whichever is greater. Where a roof is to be used for assembly, as a When more than one carbon monoxide alarm or detector is required to M.P. ,��i ��,,A� hqc �� Soild Fuel 3.1 The aggregate area of the unprotected portions does not exceed 80 equal to 6 sq.ft. promenade, observation deck or sunbathing deck or for similar purposes, be installed within an individual dwelling unit or sleeping area, the (2 V. n and trusses and parallel to the studs. iv Burning appliances shall be provided with combustion air in accordance with the P „ square feet per story. open vent pipes shall terminate not less than 7 feet above the roof. alarm devices shall be interconnected in such a manner that the actuation Checked By: / pr ►V, ' Z ''I appliance manufacturers installation instructions. Oil-fire appliances shall be 5. Nails shall be placed 3/8 minimum from the edge of the sheets. q P y Hearth Extension 16"for fireplace opening less than 6 sq.ft. i of one alarm will activate all of the alarms in the individual unit. / a 3.2 Fireblocking in accordance with Section R302.11.1 installed along the (front:of opening) 20 for fireplace opening greater than or M.A.M. * _'0 be provided with combustion air in accordance with NFPA 31. The minimum nail penetration into framing members shall be 1 1/2" Frost Closure (sect. P3103.2) The alarm shall be clear) audible in all bedrooms over background noise Ar perimeter of the unprotected portion to seperate the unprotected equal to 6 sq.ft. Y 9 ..�' �i • for 8d nails and 1 3/8' for 10d nails. Vent extensions through a roof or wall shall be not less than 3 inches in levels with all intervening doors closed. °' M.Ducts portion from the remainder of the floor assembly. 9 9 �. � 6 � Firebox Dimensions 20"min.firebox depth Job No. - ,.f y 03126 O 6. All floors and walls shall be nailed as per nailing schedule. P diameter. Any increase in the size of the vent shall be made not less than ✓ l � Duct Insulation 4. Wood floor assemblies using dimension lumber or structural composite ;/ 6 pp mt. Partitions: Thickness of 8 where firebrick lining is used 1 foot inside the thermal envelope of the building. Equipment. 2012 X. �, / All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 lumber equal to or greater than 2-inch by 10-inch nominal dimension, Wall(of Firebox Carbon Monoxide alarms shall be listed, labeled as complying with All other ducts shall be insulated to a minimum of R-6. 1. General: or other approved floor assemblies demonstrating equivalent fire 10. For tra sizes, see table P3201.7 on lumbin riser dia ram a a. Provide solid blocking at 4'-0" o.c. between the joist and first interior performance. Distance from top 8"min. P plumbing g UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Sheet�fitle Duct Sealing parallel joist of all gable walls. of Opening to Throat labeled as complying with UL2075 and shall meet the sensitivity testing ,0+'�'' It=' All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be Combustible Insulation Clearance DRYWALL NOTES and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, d Splices of the top and bottom portion of double top plates must be b. detectors and alarm control units shall be installed in accordance General Notes made substantially airtight by means of fastners, welds, tapes, mastics, Basketing Combustible insulation shall be se erated not less than 3 inches from staggered a minimum of 24". P Bathroom Walls&Ceilings: with the R.C.N.Y.S. and the manufacturers installation instructions. or other approved closure systems. recessed luminaires, fan motors and other heat-producing devices. c. Joints in top plate need not occur over studs. ROOF VENTILATION Provide 1/2 mold & moisture resistant gypsum board by National Gypsum Duct Support Exceptions Gold Bond Brand XP (purple board) or equal to all walls and ceilings, Power Source. Building Code Pp d. La to lates at corners and intersections. Ventilation Ike uired: „ P P P q including all bathroom walls and ceilings and any wet areas. All gypsum Carbon Monoxide alarms and detectors shall receive their primary power Metal ducts shall be supported by 1/2 with 18 gage metal straps or 12 gage Where heat-producing devices are listed for lesser clearances, Enclosed attics and enclosed rafter spaces formed where ceilings are applied direct) e. Plates shall not be less than 2 x nominal thickness. P 9 PP Y board shall receive one coat of tape and four coats of spackle minimum from the building wiring, where such wiring is served from a commercial galvanized wire at intervals not exceeding 10 feet or other approved methods. combustible insulation complying with the listing requirements shall be Notching: to the underside of roof rafters shall have cross ventilation for each seperate space using Pro-Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and source and shall be equipped with a battery backup system that Requirements Nonmetallic ducts shall be supported in accordance with the manufacturers f. S Any stud in an exterior wall or bearing partition shall be separated in accordance with the conditions stipulated in the listing. by ventilating openings protected against the entrance or rain or snow. Ventilating ledges to receive tile or stone shall be set on 1/2 cement board. automatically provides power from one or more batteries when primary installation instructions. permitted to be cut or notched to a depth not exceeding 25 percent its openings shall be provided with corrosion-resistant wire mesh, with 1/8" minimum to power is interrupted. Wiring shall be permanent and without a width. Studs in nonbearing partitions shall be permitted to be notched to " Garage Walls&Ceilings: 1/4 maxirrnum openings. disconnecting switch other than those required for over current protection. Duct Separation a depth not to exceed 40 percent of a single stud width. Refer to details „ g q Ducts shall be installed with at least 4" separation from the earth except where for excessive notching studs. ATTIC ACCESS Provide one layer of 5/8 type-x gypsum wall board to all walls and ceilings they meet the requirements for underground duct systems. An attic access shall be rovided for an attic areas that exceed 30 square feet Minimum Area: of all garages and room enclosing heat producing equipment. Provide one Listings. Sheet Number : g. Dnp:Any stud shall be permitted to be bored or drilled, provided P Y q The total net free ventilating area shall not be less than 1 per 150 of the area of layer of 1/2" type-x gypsum wall board at all interior house walls common Carbon monoxide alarms shall be listed in accordance with UL 2034. Ducts located in garages and ducts penetrating the walls or ceilings seperating the that the diameter of the resulting hole is not more than 60 percent and have a vertical height of 30" or more. The rough framed opening shall not the space ventilated. to garages. Tape and 3 coats spackle for a level 3 finish. of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22"00" and shall be located in a hallway or other readily accessible dwelling from the garage shall be constructed of o minimim No. 26 gage sheet „ Typical(all other spaces): Combination Alarms. the edge of the stud, and the hole is not located in the same section location. A 30 minimum obstructed headroom in the attic space shall be provided metal or other approved material and shall not have opening into garage. Vent Clearance: „ Where eave or cornice vents are installed, insulation a minimum of a 1Combination carbon monoxide/smoke alarms shall be an acceptable as a cut or notch. Studs located in exterior walls or bearing partitions at some point above the access opening. " space shall be Provide 1/2 gypsum board to all walls & ceilings not otherwise noted alternative to carbon monoxide alarms. Combination carbon monoxide/ 11 11 drilled over 40 percent and up to 60 percent shall be doubled with not rovided between the insulation and the roof sheathing at the location of the vent. above. All gypsum board shall receive one coat of tape and four coats smoke alarms shall be listed in accordance with UL 2034 and UL 217. more than two successive doubled studs bored. Refer to details for P g of spackle minimum for a level 4 finish. excessive drilling of studs. Notes INSULATION SCHEDULE (thermal envelope) House Component R Value Insulation Insulation Moisture Air Barrier g, Attic and Crawl Space Acces s Hatches and Doors. Access doors from 13.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception: A duct air leakage test shall not be required where ducts and p ( Thickness Type Barrier Sealing Detail Remarks ENERGY/ CONSERVATION conditioned spaces to unconditioned spaces such as attics and crawl spaces provide combustion air to open combustion fuel-burning appliances, the appliances air handlers are located entirely within the building thermal envelope. g { • ``�, shall be weatherstri ed and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the buildingthermal envelope BUILDING THERMAL ENVELOPE PP q P g P A written report of the results of the test shall be signed by the party Floor System over Basement --� on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall E-EE 1ST 1 G , 1.These plans are designed to be in accordance with the 2015 prevents damaging or compressing the insulation.A wood-framed or be sealed and insulated in accordance with the envelope requirements of Table conducting the test and provided to the code official. N International Residential Code and the 2015 International Energy equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. L Conservation Code for a climate zone of 4A. insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement. The door into the room shall be fully gasketed L 2.The interior design temperatures used for heating and cooling load from spilling into the living space when the attic access is opened,and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105.F KA 0i '& h --a E:,h calculations shall be a maximum of 72'F for heating and a minimum provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55'F with a minimum of R-3 insulation. LL v of 75°F for cooling. loose-fill insulation. the conditioned space to a minimum of R-8. 21,Mechanical Ventilation. The building shall be provided with ventilation that meets the 10.Air Leakage. The building thermal envelope shall be constructed to limit 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope requirements of Section M1507 of this code or the International Mechanical Code, c 3.All materials, systems and equipment shall be installed in accordance with as applicable,or with other approved means of ventilation. Outdoor air intakes and Allaces unconditioned s c d d diti t b k l i it li d t l ll b h The sealing methods between dissimilar materials shall allow. sae sealed mair leakage between conditioned anunonp . the manufacturer's instructions and the 2015 International Residential Code air leakageexhausts shall have automatic or gravity dampers that close when the ventilation and the 2015 International Energy and Conservation Code. for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not system is not operating. Arch itE) ct insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf First Floor Level Exterior 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk 22.Equipment Sizing. Heating and cooling equipment shall be sized in accordance with Walls(2"x4") IF= 1ST 1 G 21 Main Street Stony Brook NY 11790 and posted on a wall in the space where the furnace is located, between the housing and the interior wall or ceiling covering. 11.Testing. The building or dwelling unit shall be tested and verified as having with ACCA Manual S based on building loads calculated in accordance with ACCA space around an replaced a utility room or an approved location inside the building. P Y P required an air leakage rate of not exceeding three air changes per hour in Climate Zone Manual J or other approved heating and cooling calculation methodologies. New or exterior window/door jambs hone. 631 686-6585 Where located on an electrical panel,the certificate shall not 15.Programmable thermostat. The thermostat controlling the rima heating or cooling replacement heating and cooling equipment shall have an efficient rating equal to _N f P cover or obstruct the visibility of the circuit directory label, service 3 through 8.Testing shall be conducted in accordance with ASTM E 779 or ASTM g primary g g P 9 9Y 9 q fax. 631 686-6786 disconnect label or other required labels.The certificate shall list the E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required system of the dwelling unit shall be capable of controlling the heating and cooling or greater than the minimum required by federal law for the geographic location (� cellar walls 1 S T 1 G see details sheet A2.1 email. 631 68 na@MMArchitectAlA.com q b the code official,testing shall be conducted b an approved third a A system on a dailyschedule to maintain different temperatures set points at different where the equipment is installed. predominant R-values of insulation installed in or on ceiling/roof,walls Y g Y PP P y p Pweb. MMArchitectAIA.com written report of the results of the test shall be signed by the party conducting times of the day.This thermostat shall include the capability to set back or Second Floor Level Exterior ffE= 1 S T 1 G replace any damaged walls with new to match foundation (slab, basement wall, crawl space wall and/or floor)and ducts Manual J&S is required for any new or replaced heating or cooling equipment Walls 2"x4" These plans are on instrument of service and are outside conditioned spaces; LI-factors for fenestration and the solar heat the test and provided to the code official.Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55'F or up ( ) existing(3-1/2' fiberglass batts, R-15) gain coefficient(SHGC)of fenestration, and the results from any required after creation of all penetrations of the building thermal envelope. to 85'F.The thermostat shall initially be programmed by the manufacturer with a the exclusive property of the architect. Infringements of the concepts and design ideas duct system and building envelope air leakage testing done on the heating temperature set point no higher than 70'F and a cooling temperature set 28 Li htin . Not less than 75 percent of the lamps permanently installed lighting presented on these drawings shall be prosecuted Dint no lower than 78'F. �� p P P Y g g to the fullest extent of the law. Copyright 2020: building.Where there is more than one value for each component,the During Testing: p fixtures shall be high-efficacy lamps or not less than 75 percent of the Michael Macrino Architect, pc. All rights reserved, certificate shall list the value covering the largest area.The certificate 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not permanently installed lighting fixtures shall contain only high-efficacy lamps. required no part of the plans may be reproduced without shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a Flat ceiling R-30 9" Fiberglass Provide baffles between rafters with a min. of the expressed written consent of the architect. heating equpiment.Where a gas-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall minimum of R-8.All other ducts shall be insulated to a minimum of R-6. Exception: Low-voltage lighting. In Batts B 1"air space for ventilatiion furnace, or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. 0) „ Compressed y 17.Duct Sealing. All ducts, air handlers and filter boxes shall be sealed. Joints and C Vaulted ceiling R-30c 8 Provide baffles between rafters with a min. of Drawing Status certificate shall list"gas-fired unvented room heater", "electric furnace"or 3. Interiror doors, if installed at the time of the test, shall be open. seams shall be made substantially airtight by means of fastners,welds,tapes, Fiberglass required "baseboard electric heater", as appropriate.An efficiency shall not be - Batts A 1"air space for ventilation 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, gasketing or other approved closure systems. Recommended Testing Agency: N listed for gas-fired unverted room heaters, electric furnaces or electric shall be closed and sealed. Closed Cell baseboard heaters. Integrity Home Ener Assessments: (631)325-4006 U Over exterior wall plate t R-35 Varies Provide baffles between rafters with a min. of 5. Heating and cooling systems, if installed at the time of the test,shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the g Energy ( 7 per inch Spray Foam A / B 1"air space for ventilatiion 7, Insulation and Fenestration Requirement by Component. turned off. following methods: Issued fo Refer to insulation schedule. 6. Supply and return registers, if installed at the time of the test, shall be 1. Rough-in test:Total leakage shall be measured with a pressure differential of fully open. N Window / Door Type (U) Factor S.H.G.C. Remarks Cons �ruction 8. Eave Baf�e. For air-permeable insulations in vented attics, a baffle shall 0.1 inch w.g. across the system, including the manufacturers air handler be installed adjacent to soffit and eave vents. Baffles shall maintain an enclosure if installed at the time of the test.All registers shall be taped or &_ 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers otherwise sealed during the test. 0 Double Hung Windows opening equal or greater than the size of the vent. The baffle shall 9 0.30 0.30 or doors, and outdoor combustion air.Where using tight-fitting doors on 0 extend over the top of the attic insulation. The baffle shall be permitted facto built fireplaces listed and labeled in accordance with UL doors the 2. Postconstruction test:Total leakage shall be measured with a pressure differential rY- P 1) Casement Windows to be any solid material. doors shall be tested and listed for the fireplace.Where using tight-fitting of 0.1 inch w.g. across the entire system, including the manufacturer's air 11% 0.30 0.30 doors on masonry fireplaces,the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. 3 Awning Windows 0.30 0.30 Dates accordance with UL 907. 0 Hinged Doors 0.30 0.30 4/22/20 Issued for Construction C Sliding Doors 0.30 0.30 TYPICAL INSULATION DETAILS Skylights N/A N/A Notes: - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. - See Typical Insulation Details, same sheet No. Date Description NEMEM Project Repair of Fire Damage and Air Barrier Sealing and Insulation Installation Schedule Interior Alteration and Table N1 102.4.1.1 (402.4.1.1) Legalization of Component Air Barrier Criteria Insulation Installation Criteria Finished Basement A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a The exterior thermal envelope contains a continuous air barrier. sealing material. General Requirements For Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be llon °/rflow the insulation and any gaps in the air barrier sealed. aligned with air barrier. Ceiling/Attic Access openings, drop down stairs or knee wall doors to R I" unconditioned attic spaces shall be sealed. Tatarkas & baffle between rafters to provide a min. of 1of ventilation The junction of the foundation sill plate shall Cavities within corners and headers of frame wallls shall be Maggie " be sealed. insulated by completely filling the cavity with a material havingThe junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. Walls exterior walls shall be sealed. Meade baffle between rafters to provide , Exterior thermal envelope insulation for framed walls shall be oi`�ow ,` a min. cf 1 of ventilation Knee walls shall be sealed. installed in substantial contact and continuous alignment with The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier. shall be continuously sealed closed cell spray The space between window/door jamb and framin and 2905 Rocky Point Road typical flat ceiling `.� closed cell spray ��. foam insulation skylights Insulation W nd doors s II hts P g 1 g' East Marion NY (see insulation schedule) foam insulation ? over top of plate skylights and framing shall be sealed. over top of plate ` ` Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. typical vaulted ceiling \� The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain Jurisdiction insulation (see insulation schedule) ;?;;;:.'`` :;, : ' `' Floors exposed edge of insulation. permanent contact with the underside of subfloorr decking, or '' Town of Southold floor framing cavity insulation shall be permitted to be in contact including above garage and cantilevered floors with the top side of sheathing, or continuous insulation installed Suffolk County typical flat ceiling '� on the underside of floor framing; and extends from the bottom to insulation the top of all perimeter floor framing members. (see insulation schedule) o. Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation insulation Drawn By: RES) AIQ ' o. air barrier caulking ' \ Crawls ace walls covered with a Class I vapor retarder with shall be ermanentle attached to the crawl ^ �0 P overlapping joints taped. P space walls. y M. A� air barrier caulking � 1� PP� g j P A► � 0 41� Checked By: pr U v VA Duct shafts, utility penetrations, and flue shafts opening Shafts, penetrations Lto exterior or unconditioned space shall be sealed. M.A.M. I' soffit to match existing , Batts in narrow cavities shall be cut to fit, or narrowL , ' soffit to match existing �' Job No. /q p.�I2a6 OQ� typical exterior wall Narrow Cavities cavities shall be filled by insulation that on lF { typical exterior wall insulation existing siding installation readily conforms to the available cavity 2012 �, ''sof N�� insulation existing siding (see insulation schedule) space. (see insulation schedule) Sheet Title existing plywood sheathing Air sealing shall be provided between the garage existing plywood sheathing Garage Separation and conditioned spaces. Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal Energy Notes Recessed lighting thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. Batt insulation shall be cut neatly to fit around wiring and plumbing - Insulation Sch. Typical Flat Ceiling Plumbing and wiring in exterior walls, or insulation that on installation readily conformsTyplcaI Vaulted Ceiling to available space shall extend behind piping and wiring. - Insulation Details Insulation D eta I l The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and Insulation DetaiIShower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. 1-1/2" = -1 '-O" Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. Sheet Number HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids m2 between fire sprinkler cover plates and walls or ceilings. Demolition Notes Drawing Reference Notes 1. Demolition work shall be done in strict conformance with local, state and existing window/door/skylight to be ^* federal regulations, including all permits and utility cut-offs. El removed and replaced 2. The Contractor shall at all times provide protection against weather IN existing window/door to be removed (rain, wind, storms, frost or heat) so as to maintain all work, materials equipment and fixtures free from damages. Repair any damage to property of the Owner/Client which is to remain in use, or that of any Fq A/C unit to be relocated KA i C h I person, or persons on or off the site caused by the demolition work _ without additional expense to the owner. � remove existing fireplace and flue NOTE 3. Provide all necessary temporary supports as may be required to shore all existingchimneychase to be removed Wall Drywall to existing structures prior to the installation of new structural elements re � down texistinfoundation and re-built Bathroom#2 required �� i tE) �� remain in uired b the demolition work shown hereon. � existing flush beam to remain 4. Any and all conditions not shown hereon and uncovered in the field shall be 21 Main Street Stony Brook NY 11790 - - - - - brought to the attention of the Architect immediately, prior to any action existing bearing wall to be removed. involving some. verify if flush beam is able to(handle i _--_---_ _ I existing load. phone. 631 686-6585 ---_-__-___- 5. All existing elements to remain, shall be protected during demolition. fax. 631 686-6786 ------"7777 existing floor joists to remain 6. All existing ductwork, electrical equipment, etc. in areas to be demolished LLJ email. MMacrina@MMArchitectAIA.com }' i 1 �,/ I shall be protected and relocated as required according to field conditions. web. MMArchitectAIA.com i existing ceiling joists to remain Existing I --__---_-_--- 7. Provide dust-tight partitions between areas where demolition These plans are on instrument of service and are ' `----- --" Existing the exclusive property of the architect. Bathrm. ----------7777-- g work Is being performed and areas which are finished or In use. - -- ------7777-- remove existing plumbing fixtures Infringements of the concepts and design ideas #2 Walk-in presented on these drawings shall be prosecuted Existingi ; , Closet to the fullest extent of the law. Copyright 2020: Smoke „ Vl' Michael Mocrino Architect, pc. All rights reserved, Bathroom 1 `r, � remove existing framed wall as shown no part of the plans may be reproduced without Existing IDamagel I Smoke the expressed written consent of the architect. Bedroom ° existing -� ---� # Damage , Le end existing ceiling joists to be removed 1 N linen I due to rafter replacement Drawing Status . #2 %' Damage � (� _CLf� I ;ria •n S i Smoke Damage --`-- - Existin To Be Removed i 9 _______________ M existing low beam to remain ----------T- \�`� I ,'�/ Area of Existing Walls to Remain remove existing roof structure completely Existing L_J and prepare for replacement Fire Damage Existing load bearing 1(((111 Issued fu Hall wall to be removed existing chimney down to existing �Y---------- --- (temporarily support structure foundation and prepare for replacement 1 `�4 1Smoke Damage 1 i i above prior to removal) CLonstruction existing staircase to remain - + - 1 1 R/R Ridge Board Area to be removed existiexisting i i ------ Ing ! Closet closet Existing ao I ; Bedroom ; ` p �' '=�� Dates L ;�-- E General Scope of Work i 4/22/20 Issued for Construction ------- Remove and Replace the following items throughout second floor. t10'-1"Tray clg. i ------- i ; I •Entire second floor roof rafters and ridge board ---- i ; ! •Tray Ceiling in Master Bedroom due to rafter replacement ------- i +____- - •Ceiling and wall drywall(unless noted otherwise on plan) Existing N K i Fireg existing •Ceiling Insulation and any damaged walls(as required) Bedroom boiler flue •Finished Flooring(as required) I Dama a i to remain •Plumbing Fixtures(where shown on plans) #3Existing •All Mouldings Smoke Damage Storage ��-- ---- ---------- Room I No. Date Description Smoke Damage Project L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - Repair of Second Floor Demo Plan Fire Damage and 1/4" _ Existing Existing Interior Alteration and '-o.. Deck Screened No Damage Porch Legalization of plan north No Damage Finished Basement For 00 Allon Existing Existingrk I ata as & Laundry Recreation 00 Room Room I O❑ Existing Maggie No Damage (III 00 Kitchen I uu Existing Meade. H No Damage Living existing H Fi Room s= 2905 Rocky Point Road closet existin g East Marion, NY No Dama e I �. I oil g 7777--7777 tank i Existing H Hall F `\�' j f' Jurisdiction . g existing Garage iNo Damage pantry - '' Town of Southold - - - - - ` Suffolk County No Damage a ----------- , ✓ --7777-, existing -----7777-- __ --------7777-- i Drawn By closet - _ T-------------------gee a L------ ARE C____Ss=��= c= _ __�____� -----7777-- ----------1=------------------�=_______------7777-- ' ' M.P. g'� ARC/r VLJ existing HWH Existing �}k;;, existing j E Checked By: v�p, � n existing Powder K L� closet / °� 3: i -t I M.A.M. *' � a oil Room --- H boiler Existing P --7777-' Job Na. urA s e o-� Existing H Dining ____--_ 2012 �' - �'F,o�1ry>r� y� Room Existing ' Unfinished Existing H Stud boiler existing Sheet Title,/ r No Damage Foyer -� to remain � f No Damage existing No D r No Damage Demo Floor Plans well tank existing .. ref. Partial Cellar Demo Plan First Floor Demo Plan existing landing Sheet Number 1/4" = 1 '-O" 1/4" = 1 '-0- plan north plan north ' r--�� KA i C 1 X J / Al , •,C/ / 1 I 777 ? 1 / / T% \ -_\'�-r --�- r r \ n 1 /� 1 1I ti \ ` / i n i�\❑ / .,� /'\❑�/ \'❑\/\ /❑ ❑\ \y \/\❑ t �� �'' / \,❑/ \/❑ ❑/\.,❑\i ,\/"\ /'\% i v Arch itoct,❑ `\ ❑'/ \ '' / t\/ I i ( ❑❑ l \ ❑% //❑❑ }/\% \ / /�' '/ , \,�, //❑,`. �, ,< J ❑/\❑❑%.' '❑ J 21 Main Street F:- \/ \ `'✓ ❑,/❑ '� " 't',/ \/I ; 1 / � � i'\-�4 y \ \ \' / \ \i \ X Stony Brook NY 11790 `\ ; 1 t\ / \ `\ �. /��'', / /�'' \l\' l / \/�\�\'` ❑ t'\�\�' \/❑ ❑ /; �, / / ❑\ ' ❑/ \❑ ,❑❑, :�❑\,'t�'/\ ;; phone. 631 686-6585 i ✓ / f�y❑ i ote Note / �'' \f _y `/ < y \' ; ; fax. 631 686-6786 / . ❑ ❑ / �' / \/ '/ / \.' \f'\ \❑ ./ / \, ❑\'`\l\,i \f , \ �\ email. MMacrina@)MMArchitectAIA.com \❑ ❑ ,/❑' ❑/\ f', /\ /. \/ \, / ❑ ❑ \ i\ ; @MMArchitectAlA.com ❑/ web. MMAr / chitectAlA.com ❑ % \� ❑ > `' ! �. i ; ! �. See sheet A1.1 for Patch siding as required ! ❑. ❑, �. \ ,' \ ❑ \ ❑ ❑/ ; \/' \/ •\,/ \/ / `/ l \/ / \./ %❑ ;. ❑ / %\❑\ ❑ \❑ \❑ ❑'' Al \❑ `�'/ `f /\/\❑v❑, ❑ ��' ❑/� r h 1 These plans are an instrument of service and are �,- ❑❑ / ❑' ,/❑ , ❑❑, �;> \ ,� ❑; '1 /� drawing reference notes. to match existing due to \ > ! ❑ �' ❑� , f�❑ / �.i^ the exclusive property of the architect. , / ' \" y �' r %.f \ / \✓ i �✓ ❑/ I i / Infringements of the concepts and design ideas r <\ ; /� \ '< /-/\, < / ,z. roof replacement. < >, ,'� ;` > \ �\ ! < . ` g P 9n dos ✓,-� ✓ l \' 1 ❑ f ❑ \ / �\ / \ ❑' " ❑ :/\/\ ;�❑ ✓\'"� \'�❑� \,''❑'',/ \l \/\ ❑/ ❑\,/ ❑\v ;/\ } presented on these drawings shall be prosecuted \/ `✓ \'~ \ \'�/ �' / ' ✓ ✓ \ ✓ \> \' ✓ ' \ ❑ / # to the fullest extent of the law. Copyright 2020: / � ❑ l } .� ,i / \ / / \ \ ,`\ \ / ❑\ \ \ \, ❑, , Michael Macrina Architect, Y \/ ' ❑\ r -- --- �__ ---<{__= ___ _- � _ =-:-s=- ===�Y=°== -__ `_ - /_^ z - / T c All rights reserved, \ ❑ /\ / \ /< \ \ / -- 5 -- - Y no port of the plans may be reproducedwithout --�-----------------------1--- -- < -�- --- -----1- -- -=� -- ---=---\-=- - ,- --=- -tel-�-- - -- \ _ _ _ ____<___ _1! \� _ < ___L_1L__L L__`.�________L__1_=_=___ �________ _____�_��__i-__—`G--�J��'-��-�-�__:-.:-=__--- /--='�----__�"'� �� the expressed written consent of the architect. \ I1 �J'I f 1 Drawing Status I 1 El 1 1� 1 O existing roof Issue fo I' to remain /1 ✓ �''' C I�suCflon \ 1 I I , 1 1 \I \/ �I I O ❑ \\ 1 In I I J Ji ®0®® \� Dates it 1 f 4/22/20 Issued for Construction I ` 1 1 I,1 \/I 1 I I ' \1.1 f,I /I LL LL L Demo Left Side Elevation Demo Front Elevation No. Date Description 1 /4■■ = 1 .-0.. Project 144" = 1 --0— Repair of Fire Damage and ----1 -- Area of Interior Alteration and \� -- -❑- -� -❑ Fire Damage ❑a -- Legalization of I \ N. ---'r--- �--- --- ----------------- /> -- - - -- --- -- ---ter--� --- --- --- --- ------ ---- -------- ------- -------------------- ------------- z-� --- y / ❑❑: '❑l\ , ❑❑1 ; �;❑�\ �r\�\' X' �.� /� � , �❑ ,❑/ �A I � �❑ ❑; ��\ '�� .'❑ ❑❑'\❑\�\ :❑ �%\,�% Finished Basement // \ \ , / '\i. ` VV V f v l' / V f \/ V \ \ f f \ \,r/ \% ` % \ \V X\ I �'� / \ V \ �%'�❑ For .i \. � ��, \ \f / \/ '\��:•� \'i\ `❑\\' J J..1, ❑\ / / //\ \/ J , '/ \❑ /� <\ /\ \ ,/�,❑''. \ �y \J /❑/,\ '�/ / \ ,\ , / ; >. '\ ; Y '</\ /) Y 1' �c� I,,},,./ `/`!j;{,/\\/\ Y /❑/,(�, �\ ^/ , \1 � l J Y \ /\ Y ' '�� ❑% l' •/ `\' t/'✓ \/ Y \' �C\ �! .( 1'` "� 1 Allon ❑, \ , , . N X > , `\ ❑ r / \ / Tatarkas & 'X X N ~; \/❑'� f \/ / ' '❑ \�� ' \/�' \/�'/ .' l T.{�"��/ice: \ '< / 1 1. JX \V \ \ //\ ,, / , I //'` .,'\ .\ '\ / ,\ '\ /'\ I y I I 1 {` \ \ r --- -------- / Maggie � ❑ .' ,'` \ '\ ,,\\ � 1 , ___r--=�-___^z== � __ ___________.____ __ ____ __� ===—ova=oonr==ocq _aXo==r.—_c=�=_ F ❑ �/ f �✓ / ; / ✓i I. / V \' \/< \ f '/\,. \ '/ '�` v1 / i/ f \ \ ;- \ -'---Y_ \✓ _ ?_ \, --- \ l�' - -✓ ----- -- --- --- ---= .-- --- - =\ -- -- ❑ .X / Meade \`< ��' /�� \ ; 2905 Rocky Point Road ❑r\❑ ,❑�i�❑ ; ` Ll East Marion, NY o ' Ll ' � � existing roof Jurisdiction \ ij.. to remain Town of Southold ' d ,, >,v1<1;1 %^\❑•\/�i! Suffolk County . ❑. ❑. •❑ \f ❑' . M.P. / tiy�, �. Af i�,1 cyr kr0 Z 11 .('-p n / l'� Checked By : 4 v .• ,i1",yid\,/❑' \;/\y' �./ '✓ \/ i l ^'�\ '� r j\ > ;j Job No. f. r "031266 y0Q- I \ \' ❑ ` ;i 2012 �,�i Op NE \ t\ � I I r; Sheet Title' (` Demo Elevations / Demo Right Side Elevation Demo Rear Elevation 1/4" = 1 ■—O■' 1/4" = 1 ■—O■■ Sheet Number : EXCAVATION AND BACKFILL CONCRETE FLOOR PLAN LEGEND 1. Contractor shall locate and stake out all existing underground utilities prior 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, to any excavation.The utilities shown on the plans are an approximate on the above soil assumption. If other soils are encountered, lower bearing s �- _- ---- -- location only. STRUCTURAL POST y values are to be assumed and the foundation must be redesigned. min. (2)2x4 unless noted 2. Excavate all areas as indicated in the drawings.All excavations shall be the on otherwise plans minimum depths required achieving clean undisturbed virgin soil with stable 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a P moisture content and non-shifting and non-shrinking soil characteristics. minimum 3,500 p.s.i. The Contractor shall be responsible for notification of poor soil characteristics NEW FRAMED WALLS - -- - 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) to the Architect and shall not proceed with the work until receiving instructions shall not be less than 5%or more than 7%. KA i c, from the Architect. TALLER/LOWER WALL or 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the (refer to sections) C ex. ex. 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between KA -a- r nza bearing capacity of 2,000#per sq. ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form. -- --i ------ I - silty sand, clayey sand,silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) ABOVE SUBFLOOR A.S.F. /krch ' � ct unless a soil test analysis,si has been reformed as per table R401 M, C the 5. Forms shall be made of wood, steel,aluminum, plastic, a composite of cement new 36"tallP P and foam insulation, a composite of cement and wood chips, or other approved railing above Room Area: 804 s.f. 2015 International Residential Code. material suitable for supporting and containing concrete. Forms shall provide SOFFIT / WALL CABINET 21 Main Street Stony Brook NY 11790 foundation wall Light: 1.0% 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. sufficient strength to contain concrete during the concrete placement ABOVE ABOVE t-- ceiling height _ _ _ _ d - Vent: 1.0% below finished grade unless noted otherwise on the plans. operation. Form ties shall be steel, solid plastic,foam plastic,a composite _ _-_E___ of cement and wood chips, a composite of cement and foam plastic, or other TECO = INSTALL SIMPSON STRONG phone. 631 686-6585 10 Artificial Light Calculations 5. All backfill shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure of fresh concrete. TIE JOIST HANGER fax. 631 686-6786 -existing natural light= 1.0%(min. 8%) 6. No Backfill shall be permitted against concrete or masonry foundation walls EXHAUST FAN EF email. MMacrina@MMArchitectAlA.com ' -- -remaing light requirements to be done by artificial without floor framing or proper bracing as required to prevent damage to walls. (min. 100 cfm to be vented to exterior) web. MMArchitectAIA.com lighting with (6)75-watt recessed downlights. No Backfill shall be permitted within a minimum of two weeks after pouring. C) The Contractor shall be responsible for any damage to concrete or masony wall. These plans are on instrument of service and are _ o, -(1000 lumens per fixture x 6 fixtures)/804 sf=7.5 lumen/sf the exclusive property of the architect. -co .� Required Hold Down Infringements of the concepts and design ideas 1 lumen equals 1 foot candle therefore=7.5 foot candle/sf 7. All grading to drain surface water away from foundation walls at a minimum Locationsee detail)) presented on these drawings shall be prosecuted to o new which is greater than the min. required 6 foot candles per sf at a minimum of 5%slope. to the fullest extent of the law. Copyright 2020: L Michael Macrina Architect, pc. All rights reserved, CD new c. Area to be legalized no part of the plans may be reproduced without p Artificial Ventilation g the expressed written consent of the architect. foundation wall to of cellar slab -proposed natural ventilation= 1.0% (min.4%) remaing vent requirements to be done by mechanical ventilation with two'Skuttle'make up air diffusers, Drawing Status gravel floor in well model D-28-6 connected to the exterior with a 6"pipe NOTES for proper drainage one located in the utility room for combustion air and A as per sect.R310.2.3.2 the second unit located in the recreation room for A5.1 of the IRC fresh air. 1. See sheet G-2 for insulation specifications. Issue... IF I Window Well Section 2. Install all smoke detectors throughout home as required by the 2015 IRC, sect. R314 and 1/4" = 1 '-O" ---------------- ------------------- r--------------------------� noted required sheet G-1. Construction r-T T--1 I I existing deck i i 3. Install all carbon monoxide detectors throughout I I I above I ' home as required by the 2015 IFC, sect. 915 and I I I I I I noted on sheet G-1. I I I I I I I I I I I I 1 1 1 1 I I I I I I I I Dates ±28'-8"" I I I I ±36'_2" I ' 4'_0" Optional Egress Window Well: Pre-Fab plastic well with 4/22/20 Issued for Construction 3'-4" 8 Mechanical Ventilation built-insteps or ladder proposed i (EgressPro.com or equal) pro P 'Skuttle'Model D-28-6 freshI `�I4/A2. air diffuser to be ducted with 6"dia. gals. pipe i pin new foundation o u, I 21� ex.foundation wall I wall to existing(both sides) as to exterior with 3 ; i louver ; (see connection detail) o rn 0 o X I Top of Wall N q 11 o I To be adjusted in oN No. Date Description -H I� field to be approx. I P 2 __ ' x 6"above existing M 00 finished grade -H Project 00 -1 411 existing +'s . Utilize existing ~- --- - house �9 Existing foundation opening o --_ 3 Repair of trap Saw-cut bottom i - ---I 1 No Dama a of opening as re 'd _H I 1 new o Recreation g for new taller window lu,�, d 1 window well o Room ex. Tile Floor „ „ a E 1 1 gravel floor in well �; Fire Damage and c 2x8 P.T. buck 1�rn 1 ,� c a) X I for proper drainage 3 Interior Alteration and Existing �' 7'-10" i each side of m.o. Iv °' -J 1 as per sect.R310.2.3.2 Storage o 0) clg. _M ---- 1 of the IRC •� ° existing � ,� , " . , : 1 Closet N ±28'_8" ±5' 51" -I-=-/-------- 0 Legalization of 100 PLAN o, existing louver 1 ++ JI ______ The Connection Instructions of the Finished Basement r c rU-) t0 remain 1 ® 4/A2.1 _____-y New Foundation Wall to the Existing rn rn � 1 1 x 1 o I r------� �------ �N Exist' New Foundation Wall are as Follows i� N I 1) Clean the Exist'g Foundation of C14 existing boxed existing boxed bot of soffit existing 1 I I I Existing ___-_- _ _ -_ out column _ __ -- out column - 6'-9"AFF_ _- _- -�ig�d;o tank i i Aoil /C i irelC unitd i —__-7 Foundation Soil adjacent to the new For 1 x J-- T-- 1 I C u I I I 2 Drill a Hole 0 12" o.c. Verticall' , 1 1 I above I I above I I ) y UnexcavatedLarge enough for a 5 Rebar. N �� ��� ext tin 2' Il -- - -- -- - I L______J L______J _ 9 9 #o `�' xlsti Iq beam _ existing I w beam _ _ _ ex,Abow b6Tam o C_ -- 3) Install (1) #5 Rebar in each Hole lto�malrr to emain _ to r main, 1 & Set w Epoxy Mortar. - c=-- -1- - -- � --�-�- --1- R� - ---�- -- FLOOR PLAN LEGEND ` STRUCTURAL POST min. (2)2x4 unless noted otherwise on plans NEW FRAMED WALLS NA i C h �aeh, I TALLER/LOWER WALL or (refer to sections) NAll i n .-a ABOVE SUBFLOOR A.S.F. A., rC h 1 be C SOFFIT / WALL CABINET ABOVE ABOVE 77�_ _ 21 Main Street Stony Brook NY 11790 A TECO = INSTALL SIMPSON STRONG phone. 631 686-6585 TIE JOIST HANGER fax. 631 686-6786 A5.1 EXHAUST FAN EF email. MMacrina@MMArchitectAIA.com (min. 100 cfm to be vented to exterior) web. MMArchitectAIA.com These plans are an instrument of service and are Required Hold Down the exclusive property of the architect. ® Infringements of the concepts and design ideas t64'-10" Location (see detail) presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, f28'-8" f9'-4" f14'-6" f10'-3" t2'-1" no part of the plans may be reproduced without 10 the expressed written consent of the architect. NOTES 1. See sheet G-2 for insulation specifications. Drawing Status r , 2. Install all smoke detectors throughout home as required by the 2015 IRC, sect. R314 and for 2 2 2 ��noted on sheet G-1. Iw a ;Z C !C?C 3. Install all carbon monoxide detectors throughout ■ ConstCtlon Ix ;X X home as required by the 2015 IFC, sect. 915 and I Existing noted on sheet G-1. --- --- --- Existing Screened N H Deck Porch -H No Damage Dates 4/22/20 Issued for Construction existing existing down 4" down 4" existing �11 I existing existing -1 ---- x ---- existing '----- +l existing ex. sink ex w 36"tall min. i -------'-------- � � �' f6' 10 t11'-10" h f23'-9" railing i Existing Q w m. --� > 0 Laundry. 0 a,0 ; R Room I O .s 3> Existing min. 36"wide Ln i N g X gate without lock " ex. O a)`�' Existing I Great new as per code No. Date Description dryer -------- window g 1 I Room well below M +y -- C M Kitchen I Project Ln Repair of C) `mac NN v, °' t9'-1" Clg, i 1 0 N + existing -� C Clg. �, - existing i N p � closet � existing a 0 � � Fire Damage and �, o -; Existing existing +'srwall � existing C CU Garage oven 9 sloped clg. Interior Alteration and OSt j2XlStlrl //" ~` 00 FHall _ existing 9 g AIC urn' felocate8 m X o t9'-10" N ex. ref. g I -- `" A/C Unit Legalization of 1 L I r-- , e Istin a istln N rn �' )4- �, ;a;CL; t9' 1 1------ pantry i +s ost g l rn ►I ;2 ;a, ; Clg. existing existing flush beam \ _ c existing ;v, j o .� ------ 9 - - - - o +�y� existing openrn ---- ---- to remain new j m m g ---- -- -- existing staircase (2)2"x4" CD Finished Basement to remain post +� - --- existing ----- For z •�5'�` I I chase down to existing � C3 �+ i i ----�------ Inew(2)2"x10" foundation wall due to Do ex. , i i S.D. ------ --- header fire damage i� g +1 Existing , , RIR i ® _1 L ------ Allon Powder i i C.M. Pre-fab wood burning -H ex Room Existing ng i i � i �------- - - fireplace to be selected o�� � Dining aai new raise ;------- ------ existing &installed and vented as nw o t22'-1" t6'-0" a platform far j ____Q_ handrail per manufacturer specs (2)2"x4" Room Qi 1 new,shelf to remain post existing Tatarkas & LL o i i i ! ____. center between existing furnace flue existing � a, E i i built-in I ---- windows ------------ ------------ ---- -� -------- ----------------- �--ex. sloped clg.� .X o CI 1 a��i i above low wall ---- @ o existing Maggie `+ existing x ` ---- -H 'n � I ±24" 11 x o ±9'-I" 2 to match existing existing 1 Existing t9'-1" CI i °' "J CIg. -►-1 existing Meade Clg Ln i1existing 04 Cn i i Foyer existing 1 i N `� f13'-0" 11 fs'-11" ' ' t12'-11" 2905 Rocky Point Road 1 x -H % Zoo East Marion, NY existing existingAexistingexisting existing Jurisdiction eexisting Town of Southold lrailing Suffolk Count _----_----_ -- ----------------- ' yexip----------------------- ------------------- exipDrawn By: C--------- - - - -- - - M.P. ��ti�Ptia ��: bq" Checked By: 1; a -4 f22'-8" f6'-0" t36'-2" M.A.M. * s Job No. 9r�431286 t64'-10" 2012 � ��l 0 NES Sheet Title Proposed First Floor Plan A5.1 1/4" = , .-O•• First �,\I or Plan plan north Sheet Number FLOOR PLAN LEGEND STRUCTURAL POST ® .r min. (2)2x4 unless noted otherwise on plans NEW FRAMED WALLS NUAM i TALLER/LOWER WALL = or (refer to sections) C r n -a ABOVE SUBFLOOR A.S.F. /krch i SOFFIT / WALL CABINET ABOVE ABOVE 21 Main Street Stony Brook NY 11790 TECO = INSTALL SIMPSON STRONG phone. 631 686-6585 TIE JOIST HANGER fax. 631 686-6786 EXHAUST FAN EF email. MMacrina@MMArchitectAIA.com (min. 100 cfm to be vented to exterior) web. MMArchitectAIA.com A These plans are an instrument of service and are Required Hold Down the exclusive property of the architect. Ir Location(see detail) ® Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrino Architect, pc. All rights reserved, no part of the plans may be reproduced without t36'-2" the expressed written consent of the architect. NOTES 1. See sheet G-2 for insulation specifications. Drawing Status ------------------------------------------------- 2. Install all smoke detectors throughout home as required by the 2015 IRC, sect. R314 and Issued � noted on sheet G-1. 3. Install all carbon monoxide detectors throughout home as required by the 2015 IFC, sect. 915 and Construction ii noted on sheet G-1. existing roof j below to remain Plan Key Notes Dates l I e} Custom Shower with: -Custom tempered glass enclosure. 4/22/20 Issued for Construction i ! -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane existingexisting existing over thin set mortar over Schluter-Kerdi pre-sloped shower tray over g g j existing existing i ; thinset mortar over plywood subfloor to be installed by manufactures f11'-31" fT-9" 4'-0" tT-0" ; t4'–s" specs or other approved waterproof pan system ------------------- ------- - --- - - T---------T------------- -- 2 Renovated o -triple 2"x4"curb Existing -Secure the water supply riser from the shower amici valve to the shower head to the permanent structure. ----------------------------------------------------------------------------------------------------- ------ ;-- ---------�- ex. Existing Bathroom ;� Walk-in g i #,� _ -Shower to be equipped w/pressure balance control valves. Existing ��N ex. o ; new --------- Closet Bathrm. tub �. -Surround to be the over 1/2' cement bd. Bedroom -----"' A o Tile Floor ------� o' #2 ao` Smoke 3 existing ; -Shower seat 16"tall x 16"deep #2 i .t Damage attic i j t j a, ca t5'-62" f23" ________ access n 108"wide x 24"deep x 36"tall vanity with 1"filler No. Date Description E t8'-1" o t11'-o" l - ;•, ______� counter top to be selected by owner Clg. I iv ° +; �, Smoke �, Project : T------------r--------------- s existing o ------------ -- i existing �� linen EF new Repair of +i ex. +'s 9 ex. 0 30"x80 Damage i � M door _ Typical Notes Fire Damage and ------ t12'-0" t9'-11" f13'-1" jL---------- '"'d- ' r� 1. New insulation throughout second floor as required. Interior Alteration and CD Existing -H 9 See sheet G-2 for insulation specifications. L Legalization of a S.D. �'N Hall S.D. -- --_ r �; 2. Install all smoke detectors throughout home -- -- s.o. a o as required by the 2015 IRC, sect. R314 and �� CI C.M.CM ___________ _ existing i R/R 2"x6 loped i Finished Basement b +�e� 79 g L staircase C.J. at 16" c i o noted on sheet G-2. existing roof. M existing ---- ------- - to remain M j below to remain 1„ -- - , i new fireplace flue 3. Install all carbon monoxide detectors throughout ----- -r-----------T-- ' ---- ---- t6-7 t5-11� f5-9 existing home as required b the 2015 IFC sect. 915 and N handrail i �j Existing i from below q y For ex. closet ex. closet -- ----- - to remain i -a -8 i � noted on sheet G-2. " " Bedroom o, t4'-3"—t f24 t36 0 R/R existing chimney ;�N 4. New ceiling drywall throughout second floor. c tch wall X g rY 9 --------------- i ` ib #1 a�s shown chase down to existing Sheet G-1 for drywall specifications. i 0 i foundation wall due to -H Allon Existing + new ---- ------ -- i X 0 - fire damage framed +i __ _____�_ iv g e 5. New wall drywall throughout second floor excluding existing. wall � bathroom #2. Sheet G-1 for walls specifications. Tatarkass.o. __ 10 - -�N - i ; existing r1/ pBedroom � -� � a , -------- --------- ---------- � � c� furnace flue .__ #3 �9 ' 10'-0"Tray cl . ' 6. Remove and replace finished flooring as required. i x 9 Maggie E t8'-1" new i to match exisng----__I ; _! X o CIg• shelves t24„ 7. Remove and replace mouldings as required. -------------------- -------------- ---------- ----- --- ---------------- --------- ----, – to match 0 i existing Smoke i i existing 8. Clean & seal all remaining framing members for a ad e Damage i R/R 2x6 sloped , N smoke odor with an approved remediation method Existing � i C.J. at 16 oc � pP Storage t8'-1" , ----------------- 4, N to ID " Room �'g existing 2905 Rocky Point Road �. �\ t12'-o" f9'-11" f13'-1" ,, East Marion, NY SMOKE & WATER REMEDIATION existing existing existing Jurisdiction Smoke Remediation: Note to Contractor step 1 Town of Southold tis'-2" Contractor is to clean all exposed framing Suffolk County / Contractor to inspect condition of members & and all remaining drywall with a •/ all wall top plates for any fire damage mild de-greaser detergent such as "unsmoke"' Drawn By A after removal of existing roof structure. degrease all or equal Proposed Second Floor Plain A5.1 Contractor is to clean M.P. 1 4!1� ,A.f cyr ti 1/4" = o and seal or replace if necessary. step 2 Checked By: '������ �� q��',, 3 Contr actor is to seal all exposed framing z members & and all remaining drywall with a M.A.M. shellac based primer such as "Zinnsser' BIN 10�. ' 4r Job No. pian north shellac based primer or equal. 2012 f 9�F O3INEM! yoQ- Water Remediation: All water damaged drywall is to be removed Sheet Title'` and replaced with new to match existing � � r unless otherwise noted on plans Second F'Ir. Plan Sheet Number 4 i E ' M .-a Crin /krch itE) ct 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. ex. fascto remain iemainrhang Drawing Status ------------------------------------------------------ ---------- -------------- ,------------------------ 1 c ; 1 II c ° Issuedf0r E E 1 � I 1 I ; 1 L 1 I i i L o II o 0I . COnS�.I'uction ° 1 1 LL I I C0 °o' I 0' (D0) existing roof I : > to remain ° •X I Dates 4/22/20 Issued for Construction I new 12" fascia overhang to match existing ! j �ITIT!LT=LIII�7_�7.7 T��7_LIL,�ITITILT l7J'77_IZT7_T��ITI.7 ZT!'�7'1l ZLIII I.7_�T7 Z=7{�117_L�LTLT: existing fascia overhang to remain I I I 1 1 I I li i 1 T_________T________________ I 11 I I I 1 1 -------------------------------------------------------------------------------------- r-- I I 1 I 1 1 C X rr 1 l I 0) I I I I ; 1 I I -C C existing roof t +g " 0+, ------------ I C -- ---------, I ; ; No. Date Description j to remain _C ! N ; ; to match 0 1 U 0= C I I I I I E i o o r1 existing o axi E p p Project II ±8 L ________ li X .N... 1' 11 i i i N 7 i t N T__ __T___________ , 11 1 I I L X ° ex. �1----------- -- ---- _ N Repair f l 1 1 l �� a- ; , �� ; ; epa r o I , I 1 I , I I I 1 0 ' ' I I ' ; 0 I I � (� I I I I ; I I I 1 1 , I I 1 1 I ; I 1 1 II r II 1 11 F Damage I ; 1 y-, L_____________T__ _______T_J L_________I L_________________________T_T____________T______________J L________ J N 1 1 I I I T___________T 1---------- Ire a n 1 1 1.-.� ; � ' � ; I� IJ• I I 1 1 f - ------C- C existing ridge board to remain ! j 0 j ; �� Interior Alteration and L i L I I r 7 (; l i 1 ` ' 0 �� Q Legalization of 0 ; 1 N( , , g > N ' i g ; hew 2"x1 2" rid board �� Finished Basement ± O I r1 - „ ex. o I I o p � L 1'1 L--------i------------T---------------------- --------__--J l -H E r, r___-___i_____-______i___--__ _______________ i �- 01 :1 � __________ I I ---- _ For ; ; � � . I ° J L J I I ii O x ! tm ° "� �_________________________________________---- ________ _____=F1 new fireplace flue o �' existing roof i 3 I I I I ; N Allon I I A\ I I I-----------' I j a to remain i ; C ! j 1 i t r new chimney to I , match existing jl II II I � � 1 I ' Tatarkas & � -____ exlstl g exl flueo matc----- T------ o 'sting boiler I -------------------------------- ' to remain I I ' --Ty----------i---� L---------------� ----------- ----- I ; ex. fascia overhang o ; J L____ ___________ to remain j to Maggie ------------------------------- - - --- ----------------- ---------------------- --------- existing fascia overhang to remain Meade ex. rake o.h. to remain i 2905 Rocky Point Road II 1 1 1 1 1 1 East Marion, NY I I 1 I 1 �I_J.!_7_=!TlTlI7lI_L7ITII L7__T1'_T1T��"7__l7_ITZ77�L"T_1TJ7�TITITI�IZII�Il�lll7yl7_�I�I�ZLZLl7__Tl T�e Jurisdiction new 12" fascia overhang to match existing ROOF PLAN LEGEND Town of Southold t36'-2" WALL ----------------------------- Suffolk County roof to be removed and replaced BELOW ROOF ----------12________---_- INDICATES ROOF PITCH7q X Drawn By: X BEARING WALL TT1l7T1Z12y_ M.P.P BELOW ROOF Checked By � .�Proposed Roof Plan INDICATES AREA OF OR M.A.M. * s 1/4" = 1 '-O'• DOUBLE ROOF FRAMING Job No. r ,/ N' ��31286 INDICATES POST BELOW ® 2012 �r OF NEJillW plan north INDICATES STRUCTURAL - - Sheet Title BEAM BELOW ROOF INDICATES SEQUENCE z ROOF Plan OF ROOF FRAMING NOTE TO FRAMER All overhang sizes noted on roof plan are Sheet Number rough framing from outside face of stud wall Li 11 to outside face of sub-fascia and sub-rake. metal flashing cap Typical Roofing Architectural Asphalt Roof Shingles 5/4"x6"trim board s _. } to match existing .= a over'GAF'deck armour,continuously wrap up all M E adjacent wall surfaces a min. of 12". new continuous ridge vent 1-1 over Plywood Sheathing ridge height j Eave Protection Mk,"`- hE TI' R/R existin Install(1) Layer of Ice&Watershield (self-adhering ' 1 chimney chase polymer modified bitumen sheet)from the eaves edge ! to a point at least 24"inside the exterior wall M .,a C r i n line of the building. R/R blind metal Fasteners Axchitehct flashing (typical) All Fasteners are to be corrosion-resistant with a typical roofing °D minimum penetration of 3/4"into the sheathing. 21 Main Street Stony Brook NY 11790 R/R corner boards Use(6)fasteners for each shingle. I!i; to match existing hone. 631 686-6585 y Ventilation for chimney chase p Vented Attic fax. 631 686-6786 R/R 1"x6"fascia board email. MMacrina@MMArchitectAIA.com to match existing web. MMArchitectAIA.com T�? plate height These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas [ , Typical Siding presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: [- - Michael Macrina Architect, pc. All rights reserved, 1 _I R/R vented vinyl soffit 18"tall Cedar Perfection Shingle siding to match existing no part of the plans may be reproduced without 11[j'j the expressed written consent of the architect. to match existing over 30#building felt over 1/2"CDX plywood sheathing R/R 1"x10"frieze board amoX H over 5/4"packout °' Exposure to match existing Drawing Status existing roofing ex. ex. ex. _ _ to remain I 1 i J - - - '�i!y�- second floor subfloor '■ existing siding L -r lr1.l Issue o f to remain _ _ _ _ _ _ _ late height Construction late height _ ■ - - - �;� 0011 ex. =1 cn L� .11 i -H X 11 o � ex. ex. Dates i N existing siding ' ex. to remain ex. [1,1I,1 4/22/20 Issued for Construction -H existing siding to remain ex. ex, ex. existing railing1.1L1first floor subfloor to remain — - - - - - top of garage slab Proposed Front Elevation 1/4" _ .1 .-O" No. Date Description Project Repair of Fire Damage and i 4-1-1 � {1 4 1 ;,fl 4 t Interior Alteration and ti � __[__�j. - R/R blind step flashing Legalization of 1 a � _a- �+�- _ _ _ _ _ _ 1k ridge height R/R vent to -�9 - �L,- !;�-1-1- match existin �i- '� - 1.1 ' ,Il �a� R/R existing Finished Basement 1 .1 J; �� _ ( � chimney chase L For -12 to match TT`i i 1-_ 12 T 111: 1 1 � 1 _ ! =1`1 111,11 .i, _, 801) existing 1 i1. .1,I ;1 TI,i.i 1,!_!1 ,.I- -fit_ -i I 1,l! -� ! I ' Allon 'll1-1L, �[,Iil-�-- -- 1-� I [L 1 � to match l l i' >�r' t }- la existing _! 1 1 i-1 1., I .. .-atYPical siding l j 11,i 4 11 1-i !. l . Tatarkasi 1 1 1I -*Y- > d-I'l-1LI- .!-I! I ! I I ! 1 I ! 1. !. 1-!:. : x6 ra Vc � R/R 1 rake board R/R plumbing vent 1 1 I l I, through roof g _ ! ' 1111 l I !,-l.,; i a 1 -' 1 l 1_� 1 t 1 [I� 1 [ -I 1! over 2x4 packout 1_ 1 �i 1 lea 1 I-� 1 l 1,, g !_ 1 1 �_-� 1 1 }-a J 1 1. -1_ 11 1 1 -1 to match existing to match existing � i . l_ �� .:: �. 1 1,1 1 �-� , 1 11. !.I 1- Maggie 1 T� IILd I � 1 �*1 I ii.1111 _ INTI! , �1li i 1 � _I 1,1111.11 11� �1 -' - � �,_1i}T � I�I plate height T ry , rT- Meade. 2905 Rocky Point Road existing siding . to remain i East Marion, NY 12 CO T existing -H °' existing vent 1 2 ex. Jurisdiction to remain +$ existing Town of Southold gk second floor subfloor late hei ht Suffolk County existing siding to remain Drawn By: f ex. M.P. SVL Aj�Cy �4 ti%: A. r 9 Checked By: `�Q / ��?VA R� existing railing a, N M.A.M. ` �y to remain +l 1 ex. ex. ex. Job No. .1296 Qtr• �/ y� 2012 / / �F NEW ex. ex. ex. OIL first floor subfloor Sheet Title I I ! ex. Elevations 11 ex. - Front Proposed Left Side Elevation - Left 1/4" = 1 .-O" Sheet Number A4MI new continuous ridge vent ridge height _ ( �- .1 i C h <"-a E�,h I aCr1 na I IT II AN rc h i te ct R/R existing M44 00 chimney chase ! typical roofing 21 Main Street Stony Brook NY 11790 I oI- [,h phone. 631686-6585 fax. 631 686-6786 R/R plumbing vent 1 through roof 171 to match existing web. MMArcl. lhit c A A comtectAlA.com late height I-- These plans are an instrument of service and are P 9 _ _ _ I the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted 1 to the fullest extent of the law. Copyright 2020: ;_}_j ❑ Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. �� I.1-1:iljl 0 _ ex . ex. ex. ex. ex. Drawing Status Via- 1- existing roofing to remain existing roofing existing siding Issued foi . second floor subfloor _ _ _ I to remain �� to remain late height Consffuction - - - - plate height ex. ex. o,T _-._ I existing railing -H j _I i to remain = I I 1 existing remain Hing o Dates ( , ex. ex. III i new 36"tall -bo '� 422/20 Issued for Construction �l railing above __;- foundation wall irI-1-I I first floor subfloor _ _ ex. ex. _ _ _ _ _ _ _ - _ top of garage slab Vll � I Proposed Rear Elevation No. Date Description -1/4" = 1 .-O" R/R fireplace flue Project : Repair of R/R boiler flue Fire Damage and Interior Alteration and =1:1 i 1-x.1,1,I, 1I11I_ 1-1 LI-L'- Legalization of 1 LILLridge height (- r 11 ! -L� Finished Basem n t 1 2 For ,1,1. --- ��� '(,l IIS_, l _ 1-1,I ,� -- 1-;rel to match 11 ( i 1 I11.. I IT I Allon12 ( ��� 1[a li ! IIexisting IfIIi� IT I_: 00 to atccW",-�Ob }, 1 1 I existing Tatarkas & _,1-.,; - -, ,-- . . - ltypicali, sidin 11 l . 1 -1; l I ' -�_}r« g 1.l 1 E . 1 1 ; 1- ' R/R plumbing vent i I1 I� � I ! I I1 i 11I � Maggie I .� 1 [ 1 Wr through roof1., ( T a.1 ; - I ( 1.! I 11 i 1 �_ { to match existing11 _plate height ] . 1 -1 -I,I .I Y.l 1 Meade 1 L'- �--� Ll T71 ]- _i.i tri�(_, I-- I� T�-1; -I-1-�-1=IT1- -_Li I ;I [-1_ �I_ �_ , �-I1 2905 Rocky Point Road a ] � 1, I 1111 [ ! 11,11 = i I. 111 T}� East Marion, NY Ll __ _ 1.- (T 00 T Jurisdiction -H : .i 11 . 1.1-11_I11-1!- existing siding R/R existing [ _ to remain ex. Town of Southold lI -chimney chase ex..I -- _ l.1 i I I-.I1 :1-.1 ;'i I'( I `_( Suffolk County l 1 second floor subfloor plate height - - - 1.- ' 1 1I ! i. -- IT -1 1JL I_l.! I -I I- _ I 'T1 _ _ __( Drawn By: ` �T - 1 -11 r1- M.P.�-r A.jM4 ,tom 1__(.l I'�,i -;- 1-!,��1 1 I -i.1.1. (,1-, f .t 11-1.! 1 I _I I I (.-I i-.1-� -t �! Checked By: I1- � �l_!- _.T ;.I�_1- . .i :I-I_ 9 9 !l I I I,..-1.-11 a T,; 1 1 I_. I. Job No. existing railin I i i -H ; to remain ;_ I.1 1 1. I ! 1 1 l 1 1 i �3I386 pQ' ex. 11 1,� L.I 1_.I-( T =i, I-i-�_I._ ex. ex. F y - I-r11 - ex. ex. 2012 OF N�.;1 III_i 1.F-1i -;F-11 SheetTitle 1.1 A 1,-1;1 first floor subfloor 1-1 1-i .i ex. ex. Elevations ex. - Rear - Right Proposed Right Side Elevation new window well new (see detail on sht.A2.1) Sheet Number : S1 A5.1 new ridge board _ _ _ _ _ _ _ ridge height Strapping Details (see roof plan) � . 12 R/R roof rafters 12 RIDGE required uplift force as per +$ (see roof plan) +$ SIMPSON STRONG-TIE c .-lam 'CS20' Coil Strap table R802.11 of the 2015 IRC to match to match existing Existing existing DO over every rafter = 237 pounds -a c; NA Attic o ATTIC I �' nza R/R C.J. as required R/R sloped C.J. as required due to rafter replacement (3) 8d Nails ("� due to rafter replacement S2 (3) 8d Nails rC 1 t e v existing C.J. A5.1 �,i n, ^nf^'\,^,' n�r, ;^n ;;;y' ,,�;,t',, f n, '', ^, �;n ,,n�,1,. . ,f._ to remain � ,_ BLOCKING 2 BAYS RIDGE 21 Main Street Stony Brook NY 11790 BACK @ 48" o.c. BOARD - plate height R/Rwall d all SECOND FLOOR -' ROOF phone. 631 686-6585 12" RAFTER RAFTER fax. 631 686-6786 12" email. MMacrina@MMArchitectAIA.com ' D III overhang z web. MMArchitectAIA.com overhang R/R ceiling and III Existing o'X �', Existing wall drywall I Bathroom Bedroom These plans are an instrument of service and are o+ the exclusive property of the architect. J H t BLOCKING 2� BAYS Rafter to Rafter\/ Infringements of the concepts and design ideas I �#1 0 + � BACK @ 48 O.C. � � presented on these drawings shall be prosecuted Connection D eta I to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, - - — - FIRST FLOOR existing R.R. 'I I no part of the plans may be reproduced without to remain the expressed written consent of the architect. 12 existing F.J. ±2 r—= to remain existing _ _ second floor subfloor plate height Drawing Status : - BLOCKING 2 BAYS l -- - - - BACK @ 48" o.c. �.- — -- existing flush == - Ili 11 beam to remain l ; existing wall to Gable Wall Blocking Dtl . Issued for - - --- Y� be removed --- Exlstin II Existing 'i Screened ! not tc> scale °° Great ; ° (5) 8dx1-1/2" Nails Porch �, , ; +I .X to rafter Construction Room , � _ - - -- -- - - - _— (JL t 861-1/2" Nails ---- -- - f : ------ - �t — -- -- --- - -- new fireplace � o plates 1 existing F.J. i j (see floor plan) existing F.J. to remain °, SIMPSON STRONG-TIE to remain first floor subfloor H2A at each rafter 575 pounds) Dates . ceiling height ( 8dxl-1/2" Nails to stud 4/22/20 Issued for Construction l ----� existin soffit to remain I I Roof Rafter to Plate I S2 to Wall Stud Detail I � Existing o �, Existing I I 2 A2.1 I Recreation I A2.1 Unfinished Room � I I Cellar ---- I l I L--- existing slab i existing I i remain I I foundation wall to remain FASTENING SCHEDULE : Table R602.3(1) of the 2015 IRC I I _ to of slab NOTE. This ee sectionforstraappinot include and re'luirements for secttal ion for rough straps I ( strapping q g —— opening framing requirements). NO. Date Description All nailing is a general specification it applies unless noted otherwise. Joint Description No.of Nails Nail Spacing Project Section ROOF &CEILING FRAMING Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter Repair of .,& 1/49° = 1 "—�"° Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap Fire Damage a n d Ceiling Joist lops over Partitions (face—nail) (3) 8d common Each Lop Collar Tie to Rafter (face—nail) (3) 10d common Each End Interior Alteration a n d Blocking to Rafter (toe—nail) (3) 8d common Each End . Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter Legalization of WALL FRAMING Top Plate to Top Plate (face—nail) (2) 16d common 16" oc Finished Basement Top Plates at Intersections (face—nail) (4) 16d common Joist—Each Side Stud to Stud (face—nail) (2) 16d common 24" o.c. For Header to Header (face—nail) 16d common 16"o.c. Along Edges Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud Bottom Plate to Floor Joist, Band Joist, (2) 16d common Per Foot Allon End Joist, or Blocking (face—nail) FLOOR FRAMING Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist Tatarkas & Bridging to Joist (toe—nail) (2) 8d common Each End Blocking to Joist (toe—nail) (2) 8d common Each End Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block Maggie ex. vent thru roof PSPN516Z Ledger Strip to Beam (face—nail) (3) 16d common Each Joist Roof RPS28 MSTC52 Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist Meade SIZE OF TRAPS FOR PLUMBING FIXTURES ---1- Renovated - _ Per Joist :.:::........ Per Foot Band Joist to Joist (end nail) (3) 16d common table P3201.7 —-r'" r I r—— Bathroom Existing � �. •° Band Joist to Sill or Top Plate (toe nail) (2) 16d common 9 —_ 2905 Rocky Point Road Trap Size r I ex. I �3„� T_ ROOF SHEATHING Plumbing Fixture p Bathroom I #1 I ex. vent I I vent �-1-1 2 0— ) East Marion, NY eX. I / Structural Panels (see zone diagram Bathtub(with or without shower head 1-1/2” #2 -� vent I vent I hements vent I I I I 1- 2"0 Interior Zone 8d common 12" o.c. and/or whirlpool attac ) I I I I I vent Bidet 1-1/4 I Lay. Lay. Lay. I Perimeter Zone 8d common 6" o.c. 4 I a I Gable Wall Edge Zone 8d common 4" o.c. Jurisdiction Clothes washer standpipe 2" Tub Shower TER OR " PIPE CEILING SHEATHING Town of Southold Dishwasher(on separate trap) 1-1/2" I ` Sec. Floor Gypsum Wallboard 5d coolers 7" Edge / 10" Field 2„ T Suffolk County Floor Drain I WALL SHEATHING „ m A Kitchen Sink on or two traps,with or „ 2"� 2 _ ( ex. „ waste m 1-1/2 2 Structural Panels Sd common 6" Edge / 12" Field r waste eX' ex. 3 0 waste SS1.5 �' m without dishwasher and food waste dispose) waste waste waste waste I waste NS1 v Garage Door Portal Openings 8d common 3"oc into all framing " Drawn By Existing 1-1/2 m Gypsum Wallboard 5d coolers 7" Edge / 7" field .�kR RC% Laundry Tub Powder __ J — M.P. `1 tir _ m / ¢ �, FLOOR SHEATHING Subfloor �ti 1-1/4 Room 1" I Existing Lavatoryex. rex' NS1 v ,a ( ) Checked By: w� �p air r ex. —j veno vent Kitchen o ~ a Structural Panels Shower(based on the total flow rate throughI I break J °I°0 m 1" or Less 8d common 6" Edge / 12" Field a; showerheads and bodysprays) vent g z M.A.M. Sink `g U y Greater than 1" 10d common 6" Edge / 6" Field X flow rate: I ( ex. NS1 Q L Job No. / doh ` 1 and less 1-1/2" Lay. vent x > Q 9 03I �g6 Q" 5.7 pm a w \ _ 2 p 9 _ more than 5.7 gpm up to 12.3 gpm 2" HSS2- S 51. Q 2012 ' VF NES more than 12.3 gpm up to 25.8 gpm 3" W.C. D.W. W.M. a� LINES-- more than 25.6 gpm up to 55.6 gpm 4" U tJ, Y LINES First Flr. •~ Sheet Title \ 00 HSS2-3-SDS1.5 O I \ ex. NS1—11I ELECTRICAL WIRING \ waste waste ex. ex. Sections \ waste waste \ 0 _ NS1 a LOAD BEARING WALL (with HVAC Chase) �•• Y - Plumber Rise r C.O. PSPN516Z MSTC52 To Existing House Trap \PSPN58Z ■ Sanitary System \ - Strapp g Details waste "•.•"� � ~RPS28Z Cellar Plumbing , Electrical & HVAC Protection Guards Sheet Number : Plumber Riser Diagram not to scale Not to scale