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HomeMy WebLinkAbout49201-Z �o�OSu FF Town of Southold 6/4/2023 y P.O.Box 1179 0 C* 53095 Main Rd �pyo� �ao� t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44170 Date: 6/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5530 Pequash Ave,Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2020 pursuant to which Building Permit No. 49201 dated 5/3/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including finished basement(recreation room),rear deck, side deck, covered front porch, second floor balcony and outdoor shower,to existing single family dwelling as applied for. The certificate is issued to Horner,Neil&Sinclair,Madeline of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49201 5/4/2023 PLUMBERS CERTIFICATION DATED 5/4/2023 NatfNington , ho 'zed i nature �g�FFOI��o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • � � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49201 Date: 5/3/2023 Permission is hereby granted to: Horner, Neil 251 W 89th St New York, NY 10024 To: Make additions and alterations to an existing single family dwelling as applied for. Replaces BP #44693 At premises located at: 5530 Peguash Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 110.-5-34 Pursuant to application dated 5/3/2023 -and approved by the Building Inspector. To expire on 11/1/2024. Fees: PERMIT RENEWAL $749.60 Total: $749.60 Bui ing Inspector I ��tFFotr oTOWN OF SOUTHOLD �o Cay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY ��l � dao 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#: 44693 Date: 2/13/2020 Permission is hereby granted to: Horner, Neil 251 W 89th St New York, NY 10024 To: make additions and alterations to an existing single-family dwelling as applied for. At premises located at: 5530 Pequash Ave., Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-34 Pursuant to application dated 2/5/2020 and approved by the Building Inspector. To expire on 8/14/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,449.20 CO - ON TO ELLING $50.00 Total: $1,499.20 building Ins ector 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. 1123 0 New Construction: Old or Pre-existing Building: (check one) Location of Property: 5530 Lke_ °(L}& e House No. Street Hamlet Owner or Owners of Property: We,\\ ocA M[aAe\\,r%e Suffolk County Tax Map No 1000, Section L 10 Block 05 Lot 3q Subdivision t1 A Filed Map. n Q\ Lot: n Permit No. L4�b_ Date of Permit. Applicant: Mi CXV e- �aCc,c��► Pt�Ck1112G� Health Dept.Approval: Underwriters Approval: Planning Board Approval: r) 10� Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ plicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, /V 2,1 //0/'YU/ _residing at 251 6C1 ell (Print property owner's name) (Mailing Address) / 4C4-J �o r�, /V [be 24 do hereby authorize 166.� u- &eYY1)C'.-- (Agent) to apply on my behalf to the Southold Building Department, - �� j S g 3 d Aup , CU+C,c,.J, ,-P- 2 2- -P- 202 (Owner's Signature) (Date) (Print Owner's Name) SO!/j�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 Q�yCOm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Neil Horner Address: 5530 Pequash Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 49201 Section: 110 Block: 5 Lot: 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 79 Ceiling Fixtures 14 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Cooktop Gas Recessed Fixtures 79 CO2 Detectors Sub Panel $0A A/C Blower 2 Range Recpt DoublE Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights 12' T LED 2 Emergency StrobeHeat Detectors Disconnect 2 Switches $3 4'LED 3 Exit Fixtures Sump Pump 11 Other Equipment: Fridge, Oven, Cooktop, DW, Micro, Hood, Dehumidifier, Central Vac, Floor Heat-3 Notes: New Two Story Inspector Signature: C e Date: May 4, 2023 S.Devlin-Cert Electrical Compliance Form m Town Hall Annex ` MAY Tell ne(631)765-1802 54375 Main Road Faz X631)765-9502 P.O.Box 1179 ^ 44 LQUIL�INU ULA'B. Southold,NY 11971-0959 ` it5VU6�D OF4ftllTpnl f' BUILDING DEPARTMENT TOWN OF SOUTHOLD LD CERT.-IFICATION Date: , Building Permit No.--�C'za Owner: AJ -y\ey— (Please print) Plumber: .. 'rte c (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumb gna re) Sworn to before me this day of , 20� Notary Public, S6�Y ,o ' County_ CAROL L.EDINGTON NOTARY PUOLIC,STATE'OF NEW YORK NO.0IEDOOSS030 QYALIFILM IN SUFFOLK COUNTY COMMISSION EXPIRES-MARCH 3,20-2 4qW/ qsf SOGlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. `y�nuKn ' 765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Sfi c� Awl v 0a, s C co C� v DATE INSPECTOR �&�r a q q f o�aOF Sopl�0 f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC.PON XFQ] NDATION 1ST [ ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKING• MING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4L) W S `7 1 � DATE W INSPECTOR of so l� q U� v --- # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: DATE INSPECTOR �� / O�aOF SOpTyo f # TOWN OF SOUTHOLD BUILDING DEPT. °ylroum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING " [ �FRAMINaLaWRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Z � cd COA /15 (So r.A c,,4 �1 — _ r , DATE INSPECTOR o�aOF SOUIy�� # TOWNY OF SOUTHOLD BUILDING DEPY. u,�t1 courm,��' 631-765-1802 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 [ ] RENTAL REMARKS: a DATE INSPECTOR �FSoUly0� # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] ENTAL REMARKS: pi,QA vcd&.VC/ rav�g l DATE $ V INSPECTOR OF SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. `ycourme�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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 [ ] RENTAL REMARKS: DATE 3 ZO INSPECTOR SOUTy�� # TOWN OF OUTHOLD BUILDING DE cou631-765-1802 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 [ ] RENTAL REMARKS: 'Vf I/Vlh• DATE Z INSPECTOR • • •� COMMENTS _ ! ----------------- FOUNDATION 1 VAMP Am Pl ""MORA 2 mm 311N,f _ - � l it LA �1!IL�If� Ko �i ..._ / /I�• _ _ v w TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI:NG DEPARTMENT Do you have or need the follow T ' g,before applying? T4WN ALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ✓ Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit WA Examined .20 ,• Single&Separatefi. / Truss Identification Form Storm-Water Assessment Form V Contact: Approved ,20 Mail to: otr I 10r- �-rru� Disapproved a/c Phone: Ce 27 l to ra Expiration______________,20 1 ng spe APPLICATION FOR BUILDING PERMIT Date 1 , 202.0 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 demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,hous' e,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or name,if a corporation) Zl Mck�cN SWee+ Sk,cx,u Bn�Y- NSI kQQ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises N6e "oc-ler ac-16 Macde\z sin \a C' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5536 Pea&r ug" N•w\\-ke House Number Street Hamlet County Tax Map No. 1000 Section t io Block CLQ Lot 34 Subdivision Filed Map No. Lot N 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S%,%e A=arn\\g diwe\N�0 b. Intended use and occupancy S��c�\� �arc\,ly clue\\rho► / 3. Nature of work(check which applicable):New Building rAa Addition Alteration Repair r\�.a, Removal neo, Demolition 01a Other Work (Description) 4. Estimated Cost Al Z!)O, ©Q® Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor r, a If garage, number of cars n�a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front y 2 } ip; Rear L42�Ar (o�n Depth L15 qA- 10%n Height t 2 4-4 IM Number of Stories I — '/2 Dimensions of same structure with alterations or additions: Front 55jq* (0;-i\ Rear 55V+(o►o Depth 45. 1- 1Oai Height ±25RA . Number of Stories 1 8. Dimensions of entire new construction: Front 55� %,n Rear 55F�n Depth 45f+ 10ti) Height ± 2_5-Pr Number of Stories Z 9. Size of lot: Front 100 Rear jQQSa Depth 20-7:44- 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Res�dec�e, 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOL1 13. Will lot be re-graded?YES NO J Will excess fill be removed from premises?YES NO Nei\ Vtorfe- L� 14.Names of Owner of premises McdogNe- Su-%6aw AddressB5�joh Ave- Phone No. Name of Architect Mi6)ae\ Nycsc►c,a Address 21 Mecrc,s�­o S hone No(o31-ioK(o468'5 Name of Contractor Address . Phone No. / 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�� * 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 dataa on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO d * IF YES,PROVIDE A COPY. =Public S LARUSSO tate of New YorkSTATE OF NEW YORK) 6275952SS': ffolk Countyxpires Feb 4,2021 COUNTY OF ) 10Vo-ae\ Macnoc'a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agex-,*I A-f-OVVINf-c-A (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 therewith. Sworn to before me this day of %JA 2020 tary Pub j9Sig;nat;ur;eo�f Applicant [TING DEPARTMENT-Electrical Inspector 21 ` TOWN OF SOUTHOLD , own Hall Annex,•54375=Main Road-�PO Box 1179 _ Southold New York 11971-0.959 ( ' hone 631) 765' 1802 FAX 631 765-9502 err(-southoldtownnv.aov — seand(a)96utholdtownny=v &P-PLICATION EOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: . Company Name;. �conc4 Awc! s Name;M .�f�:►� License No,; L y50SG .email: , Phone.No; request art email copy o esti bete of Compliance Address,;. AJ, Ciao- / JOB SITE INFORMATION (All Informatson Required) Name: Address} ✓� Cross Street: Phone No.; Bldg-Permit#: �.�.� 9. 3 email: '`040 Tax.Map District, 1600. Section: Block: Lot: BRIEF DESCRIPTION OF'WO K (Please Print Clearly) Check All That Apply: - Is job ready for inspection?: 2YES ❑NQ [Rough In ❑Final Do you need a Temp Certificate?: ]YES ❑NO Issued On "term Informatioin: (All information required) Service Size F�1 Ph --`Ph Slxe: A # Meters Old'Meter# ElNew Service 1:1 Service Reconnect F] Underground E]Overhead # Underground Laterals E]1 2 H Frame QPole Work done oto Service? []Y ❑N Additional Information: PAYNIgNT 0UE WITH A .—P ICS. ATION Electrical Inspection Fqrn 2020,xlsx PERMIT# Address: . Switches OutletUr s Surface ' � �� � . - • .. - � - .. Sconces 1 k UC.Lts l. . 1 Fans., . � Fridges I :i. . . HW ExhaustOven.. �,✓�1� rye ':S1�aAes,t. D . �.. Service V1l - Q T C ' t!lfieTa r- NX, - sr :Combo 'Coo bp € AC AH 1 �• . mini- -Special:, Commeritss FFQ Scott A. Russell °su 'r ST�OIKAWWA�C']E]E� J SUPERVISOR M[A�N A\ G IEAM IES F SOUTHOL53095 Main Road-SWN I 9 OUTHOLD,NEW YORK 11971 '��O _ Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'I'H- S }PROD ECT INVOLVE LVE ANY OF THE FOLLOWING. YesNo (CHECK ALL THAT APPLY) ❑4A. Clearing, grubbing, grading or stripping of land which affects more ❑Edthan 5,000 square feet of ground surface. & 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 ❑U� 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 surfaces. 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: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. }OOO Date: District , NAME: Section Block Lot �r f., :.:,:,..l OR. Eil�il._DI (.a I)I P:�}t�'•11. N"f C 1 C)\I•,`,' .,44 Contact I rm Reviewed By: — =- — — — — -- - — _ _ — — — — — — Date: Property Address] Location of Construction Work: 553t� QL'f�,l1ClS� {�/�llJ�e a Approved for processingBuilding Permit. A �J Stormwater Management t Control Plan Not Required. _CAA ,yC� tAe Iv-1 ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 L.` �' 1310I)10ING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ��oiNn Hall Annex 54375 Main Road PO Box 1179 Y tom. Southold, New York 119710959 ) lephone (631 705-1802 - FAX (631) 765-9502 r o er`r@southoldtownny.aoy seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Data: Company Name; A-COA,'cr Name: L� e� Sane, License No.: �_ ySoS _ email: Phone No; � k f�y_ 'lq/ request an eail copy o erti Icate of Compliance Address-, JOB SITE INFORMATION (All Information Required) Name; Address: 5 Cross Street: Phone No.: Bldg.Permit#: Llq4 _ email: F Tax.Map District; 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply. Is job ready for inspection?: YES NO [Rough In —]Final Do you need a Temp Certificate?: ]YES ❑NO Issued On AWMew rW'11uNp�i .., mq�s Temp Information: (All informatioh required) Service Size F�1 Ph 03 Ph Size: A # Meters Old Meter# []New Service [:] Service Reconnect LJ Underground 0 Overhead Underground Laterals []1 ❑2 F1H Frame_ Pole Work done on Service? QY [�N Xdd ition al I nformation: PAYMO_T UUE WITH APPLICATION a •. Electrical Inspection Form 2020.x1sx 4� Town Hall Annex '��O Gy Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 x Southold, NY 11971-0959 nr BUILDING DEPARTMENT ' NOTICE OF UTILIZATION OF TRUSS TYPE_-CONSTRUCTION._PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER.CONSTRUCTION Date: 1231 Zd Owner: Ne-%\- nod e\\<%.e Location of Property: SS 30 PeRem e Com}c�haqu� Please take notice that the (check applicable line): New commercial or residential structure J Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type.construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof f (FR) Signature: Name (person sub it in is form): �M�eknpe\ _ MaGn•na A�-uo\\-e Capacity(check ap 'cable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 SQll�y®�� Town Hall Annex Telephone (631)765-1802 54375 Main Road P.O.Box 1179 G ® Q Southold,NY 11971-0959 '® a BUILDING DEPARTMENT TOWN OF SOUTHOLD March 21, 2023 Neil Horner 215 W. 89th Street New York, New York 10024 Dear Mr. Horner, Please be advised your 3 building permits have expired for the property located at 5530 Pequash Avenue in Cutchogue. Building permit #44694 for additions and alterations to the dwelling expired on 2/13/2022. The fee to renew is $749.60. Building permit #45769 for the inground swimming pool expired on 2/2/2023. The fee to renew is $150.00. Building permit #45735 for the alterations for the pool house/garage expired on 1/27/2023. The fee to renew is $139.80. You can submit one check for all renewals. Respectfully, Southold Town Building Dept. -T74 S c`s1 f re k , / 1 � G`� r CL S o •P2�.� ti Av-e . vl' 4 v3 .S�- � r qf Z�5 Foot Inoue 90 . i S.C.T.M. NO. DISTRICT. 1000 SECTION: 110 BLOCK: 5 LOT(S):34 0. 7XE. % . o Oo, LAND N/F OF �. DEAN SIORAS :r SAY ;ti: •'.'�'`iL?.. �rr: ..7BAY � 0.4' ::i''i;::: :::r: •:: o BIRO A,9°Q�� 2 �3. P GRAVEL DRNEWAY 3R OTT STOOP ' / 4.7E 1.7'W N. prp . STONE ao PAVO l �i GRAVEL DRMEWAY LAND N/F OF ::s�.3': 4.3' co MAUREEN/DUFFY 9.8' NE�a PATI STONE r:.:•:::•:::• is. PA710 AWN. 0 U 5 �1GE 0.4S pTr LAND N/F OF LAND N/F OF o$ g.$'eY �° JAMES OLEARY ANDREW FOLTS \ N. r THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:20,270.13 SQ.FT. or 0.47 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTFRA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A, VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU71ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF-DESCRIBED PROPERTY CERTIFIED TO: NEIL HORNER; MAP OF: MADELEINE SINCLAIRE; FILED: FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC.; SITUATED AT.CUTCHOGUE TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ,I Professional Land Surveying and Design i. P.O. Box 153 Aquebogue, New York 1193E FILE #19-90 SCALE:1"=30' DATE: JULY 25, 2019 T —r—� PHONE (831)298-1588 FAX (831) 298-1588 N.YS. USC. NO. 050882 maintaining the records of Robert L Hennessy & Sennett M. Woyobuk s REScheck Software Version 4.7.0 Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5530 Pequash Avenue Neil Horner and Madeline Sinclair Michael Macrina Architect, p.c. Cutchogue, NY 5530 Pequash Avenue 21 Main Street Cutchogue,NY Stony Brook, NY 11790 • 0 • •' off Compliance: 10.9%Better Than Code Maximum UA: 441 Your UA: 393 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Basement Wall 1:Solid Concrete or Masonry 950 21.0 0.0 0.044 40 Wall height: 7.6' Depth below grade: 6.6' Insulation depth: 7.6' Window 1:Wood Frame:Double Pane with Low-E 36 0.280 10 SHGC:0.31 Wall 1:Wood Frame, 16"o.c. 1,376 24.0 0.0 0.054 61 Window 2:Wood Frame:Double Pane with Low-E 110 0.320 35 SHGC: 0.28 Window 3:Wood Frame:Double Pane with Low-E 4 0.280 1 SHGC: 0.31 Window 4:Wood Frame:Double Pane with Low-E 7 0.320 2 SHGC: 0.28 Door 1:Solid 20 0.310 6 Door 2:Glass 96 0.320 31 SHGC: 0.23 Door 3:Glass 8 0.310 2 SHGC:0.21 Wall 2:Wood Frame, 16"o.c. 456 24.0 0.0 0.054 18 Window 5:Wood Frame:Double Pane with Low-E 66 0.320 21 SHGC: 0.28 Door 4:Glass 48 0.320 15 SHGC:0.23 Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 1 of10 ResCheck-2.4.20.rck 1 Gross Area Cavity Cont. Perimeter Wall 3:Wood Frame, 16"o.c. 1,432 21.0 0.0 0.057 75 Window 6:Wood Frame:Double Pane with Low-E 21 0.320 7 SHGC:0.28 Window 7:Wood Frame:Double Pane with Low-E 66 0.320 21 SHGC: 0.28 Door 5: Glass 22 0.310 7 SHGC: 0.21 Ceiling 1: Cathedral Ceiling 392 42.0 0.0 0.025 10 Ceiling 2: Cathedral Ceiling 1,231 42.0 0.0 0.025 31 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.7.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date �S Alt Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 2 of 10 ResCheck-2.4.20.rck REScheck Software Version 4.7.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan-Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate []Does Not [PR1]1 :energy code compliance for the (0-1 :building envelope.Thermal - --❑Not Observable ; ;envelope represented on ❑Not Applicable ,construction documents. ; 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable �1 Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is,: Heating: ; Heating: ;❑Complies 403.7 I sized per ACCA Manual S based Btu/hr I Btu/hr :❑Does Not [PR2]2 ,on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable i approved by the code official. pp Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 3 of 10 ResCheck-2.4.20.rck "Section Plans.Verified Field Verified # Foundation Inspection Value Value Complies?_ Comments/Assumptions & Req:ID 402.1.1 ;Conditioned basement wall R- R- 1❑Complies ;see the Envelope Assemblies [FO411 linsulation R-value.Where interior _ :❑Does Not ;table for values. insulation is used,verification R R V may need to occur during !❑Not Observable Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations: j in Climate Zone 3. I 303.2 ;Conditioned basement wall ❑Complies [FO5]1 :insulation installed per ❑Does Not U ;manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO611 insulation depth of burial or Z Does Not ;table for values. ;distance from top of wall. V ;❑Not Observable ' ❑Not Applicable 303.2.1 IA protective covering is installed ❑Complies [F011]z Ito protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable I []Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 i controls installed. ❑Does Not i ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 4 of 10 ResCheck-2.4.20.rck Section. Plans Verified Field Verified # Framing/•,hough-I': spection - Complies? Comments/Assumptions & Req.ID Value; Value 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 ,❑Not Observable , ❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 Z❑Not Observable [FR2]1 I ; :❑Not Applicable 303.1.3 I.U-factors of fenestration products JE]Complies [FR4]1 !are determined in accordance ❑Does Not with the NFRC test procedure or []Not Observable ;taken from the default table. ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 linstalled per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built )❑Complies [FR20]1 :is listed and labeled as meeting f. ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ` 1❑Does Not and labeled to indicate_2.0 cfm t leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 insulated >= R-8 where duct is ` ❑Does Not >=3 inches in diameter and >_ ❑Not Observable ' R-6 where < 3 inches.Supply and I return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 ; for<3 inches in diameter. 403.3.5 ;Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ° ❑Does Not 40 ; ❑Not Observable i ❑Not Applicable , 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]z above 105°F or chilled fluids 1❑Does Not below 55°F are insulated to zR- ; 1013. ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not i 1[-]Not Observable I •#❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]z 4 zR-3. ;❑Does Not 0 i ;❑Not Observable ' i :❑Not Applicable 403.6 Automatic or gravity dampers are ` .❑Complies [FR19]2 installed on all outdoor air ❑Does Not j intakes and exhausts. 1EINot Observable ; i ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 5 of 10 ResCheck-2.4.20.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 6 of 10 ResCheck-2.4.20.rck SectionPlans Verified Field Verified # Insulation Inspection Vmp alue Value Colies? Comments/Assumptions & Req.ID 303.1 !All installed insulation is labeled ❑Complies [IN13]2 for the installed R-values ❑ Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, I Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 11 mass wall with at least 1/2 of the E] Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable ' [IN3]1 ;exterior,the exterior insulation Steel ;E] Steel ❑Not Applicable 0 i requirement applies(FR10). ; ; ; 303.2 ;Wall insulation is installed per ODoes Complies [IN4]1 :manufacturer's instructions. Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ---------- 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 7 of10 ResCheck-2.4.20.rck Section. - Plans Verified. Field Verified # Finallnspection.P�ovisions Complies? & Req:ID in Value Value- 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.11 ❑ Wood ;❑ Wood ;❑Does Not Mable for values. 402.2.2, ❑ Steel ❑ Steel UNot Observable 402.2.6 [FI1]1 ;❑Not Applicable I I I I 1 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ft;!. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]z insulation include baffle adjacent - ❑Does Not �to soffit and eave vents that extends over insulation. ❑Not Observable a❑Not Applicable 402.2.4 ;Attic access hatch and door R- : R- ;❑Complies ; [FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. ; I❑Not Observable I ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50= ;❑Complies [FI17]1 each in Climate Zones 1-2,and I ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ; [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 UDoes Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in i 1❑Not Observable :tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ; [FI27]1 (determine air leakage with : ft2 ft2 ;❑Does Not ;either: Rough-in test:Total leakage measured with a ❑Not Observable !pressure differential of 0.1 inch : ;❑Not Applicable ; I I I I w.g.across the system including I I ;the manufacturer's air handler :enclosure if installed at time of : test. Postconstruction test:Total I I I I leakage measured with a I pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air : I handler enclosure. : 403.3.2.1 ;Air handier leakage designated . ❑Complies [FI24]1 1by manufacturer-at<=2%of t ❑Does Not ;design air flow. ❑Not Observable ,. IE]Not Applicable 403.1.1 iProgrammable thermostatsElComplies [FI9]2 1 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable l code specifications. ❑Not Applicable ; 403.1.2, iHeat pump thermostat installed ❑Complies ; [FI10]2on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable I 403.5.1 !Circulating service hot water ❑Complies [FI11]2 systems have automatic or I❑Does Not accessible manual controls. SSSS❑Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 8 of 10 ResCheck-2.4.20.rck Section Plans Verified Field Verified # Final Inspection Provisions ;Complies? Comments/Assumptions & Req.ID ,Value Value 403.6.1 JAII mechanical ventilation system [FI25]z !fans not part of tested and listed ❑Does NotHVAC equipment meet efficacy IE]Complies and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 I through one-or two-pipe heating ❑Does Not Isystems have outdoor setback control to lower boiler water ❑Not Observable Itemperature based on outdoor ❑Not Applicable ; !temperature. e 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not (system return pipe is a dedicated . return pipe or a cold water supply []Not Observable ; pipe. Gravity and thermos- ❑Not Applicable isyphon circulation systems are j not present.Controls for I circulating hot water system pumps start the pump with signal j !for hot water demand within the I i occupancy.Controls automatically turn off the pump when water is in circulation loop 1 is at set-point temperature and I no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the . )piping. I 403.5.2 i Water distribution systems that ❑Complies [F130]2 ;have recirculation pumps that ❑Does Not I pump water from a heated water !supply pipe back to the heated []Not Observable water source through a cold ❑Not Applicable water supply pipe have a Idemand recirculation water system. Pumps have controls that manage operation of the t pump and limit the temperature i of the water entering the cold ;water piping to 100F. 403.5.4 4 Drain water heat recovery units ❑Complies [MIT Rtested in accordance with CSA ❑Does Not 1855.1. Potable water-side ❑Not Observable pressure loss of drain water heat i recovery units< 3 psi for ❑Not Applicable individual units connected to one I or two showers. Potable water- side pressure loss of drain water 1 heat recovery units<2 psi for I individual units connected to jthree or more showers. 404.1 J5%of lamps in permanent ❑Complies [F16]1 ifixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable ' Does not apply to low-voltage i lighting. []Not Applicable ; 404.1.1 I Fuel gas lighting systems have ❑Complies [F123]3 I no continuous pilot light. ❑Does Not ❑Not Observable i ❑Not Applicable j 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact( ier 3) Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 9 of 10 ResCheck-2.4.20.rck Secitien d # Final Inspection Plans VerifieField Verified mm Provisions Complies? Coents/Assumptions + & Req.ID Value Value' . .. . 401.3 (Compliance certificate posted. ❑Complies [FI7]2 I ❑Does Not ❑Not Observable j ❑Not Applicable 303.3 I Manufacturer manuals for ❑Complies [F[18]3 ![mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable 1 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/05/20 Data filename: F:\Drawings\2019-MMA\1943-Horner-Sinclair\Energy Calc\ResCheck\Horner Sinclair- Page 10 of10 ResCheck-2.4.20.rck 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 21.00 Floor 0.00 Ceiling/ Roof 42.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 0.28 Door 0.32 0.23 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments � � I 'r _0 c� c r 1c� /krch itE) c 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 Attic email. MMacrina@optonline.net ca web. M M Arch itectAIA.com L $ These plans are an instrument of service and are a the exclusive property of the architect. N Infringements ess and design ideas � presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2018: existing roof existing roof Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without Note. to remain � t0 remain the expressed written consent of the architect. All roof shingles are to be Drawing Status : r--------, I removed and replaced. I 1 -- I,-----J Existing i� l T Bathrm. ; - -----------' `� �� ------------------------ r-------=_-------i fo---..----"---_••---....-------------'---------'-----_----__ Issue 1,1 I I P W it U1 I J .iii T� h h h h h h h ^ I rl i v 11 , � - ii i i �!L' w i IIIr--------------------- ------------------------- r------------ ----------------� --------------- ----------- !!! --- existing valley I I I I I I 1 I 1 1 1 remove partial roof as rafter to be required for new addition removed 1 I • : F 1 ! ; H F ; ; ' r----, 111 1 1 r - 1 1 1 1 1 ; \ ��� Dates : .I Existin li 1 „ ,,,, i I ,' /` 1 , I I Hall ; I a`�`' ' I Roof g i ---- y t` %' 'k! -------- -- � 1/24/19 Bid Set 1 I !;! I F //" 1. r °' 2/4/20 Issued for Construction ` Deck' '�! ❑ F r' ;; �-�. ;; �-� „I �- ,\ �,� iii `I I ❑ ej 11/30/20 Raise sec. floor ceiling height �. � �, F � Existing ; ! . - I 11 =______ --------------- -- / I.! --- r------------- {I / I 1 I � 11 proposed 111' o " I , � r LL Bedroom #2 111 . ----------- i balcony ;II; ' ------ ------ ---------- existing I board to am tit, !;;� � 'n ridge b rem ' 1I `� -- Existing45 Existing i ------- ------ 1!1 cut back existing roof cut back existing roof cut back existing roof yl' Bedroom #3 ; -------- Storage rage g _ ; F it rafters rafters to new flush clg. rafters to new flush clg. rafters to new flush clg. I 1 1 existing H 1 1 t------- ------ closet f '"1 header below typical header below typical header below typical -- o II new dormer for all new dormer for all new dormer for see detail 1 gables see detail 1 9 9 detail 1 k sheet 5.2) sheet A5.2) 1111 11 H 1 r----- D ---- --------- s - sheet A5. ----------- I1/ I 1 1 I ----- ------ --- 11; proposed 1 ! I 1 ------- ------- r----- -- -� r--------------------------- -.� r------------------_-� _ I ; I ------ ------- I I I I I addition ! ! ! i- r i R P remove partial roof as No. Date Description IN 1 1 11 I I I en1 p , , �' i 1;1 I 1 ! ; ; h-_____ _ —_ remove partial roof as. remove partial roof as I Project : ;;; ; ; j ; - i required for new addition i i Ir new itl i i required for new addition ----------------------------------- ----------------- --------------------------------------- --------------- Proposed , Proposed�� �..,,�Proposed ��-Proposed '"-� I . . 1' I ; ! addition I;1 addition I I I III 1 , � p addition ; ; I �' . i I �- _� h h h P , , I 'ii Y 4 1�--y-y- y -----------=--------J I i•;•� �--------------------J Additiond '`� an � "�. I .` Alteration I K/1 For ! T r I Neil Horner Second Floor Demo Plan ' -s__-----__-�-- Madeline plan north �---=------=----=-- --=----� Roof Demo Plan Sinclair 1/4 • — -o • 5530 Pequash Avenue plan north Cutchogue, NY Jurisdiction : Town of Southold Legend Demolition Notes Drawing Reference Notes Suffolk County r; ` Existing To Be Removed --------------- t. Demolition work shall be done in strict conformance with local, state and federal regulations, including all permits and utility cut-offs. existing F.J. to remain remove existingba completely EK A Y P Y Drawn By: 1y� kC Existing Walls to Remain 2. The Contractor shall at all times provide protection against weather M.P. �� P�� A' F�- yrj� (rain, wind, storms, frost or heat) so as to maintain all work, materials 1�1existing column to be removed. 1( Qr '' n equipment and fixtures free from damages. Repair on damage to Temporarily support structure above L remove existing landing completely Existing load bearing :1-,7 I� 9 P Y g prior to removal Checked By: 2 a -4 wall to be removed property of the Owner/Client which is to remain in use, or that of any ' a (temporarily support structure person, or persons on or off the site caused by the demolition work M remove existing kitchen cabinets M.A.M. existing low beam to be removed and appliances G above prior to removal) without additional expense to the owner. and replaced support structure j l� 3jZS6 O�� existing structural post to be removed, Job No. 3. Provide all necessary temporary supports as may be required to shore all structure above prior to removal � 9 P ��+ ��x NAYS '4 i• - o temporarily support structure Area to be removed '`, existingstructures prior to the installation of new structural elements 1943 1 P above prior to removal required by the demolition work shown hereon. eeisacgdstaircase to be removed and ►� P remove existing structure completely Sheet Title : V Area of new addition 4. An and all conditions not shown hereon and uncovered in the field shall be as shown down to existing first floor r y saw cut foundation wall to remove partial floor joists J brought to the attention of the Architect immediately, prior to any action section for new door/window opening Demo Plans 1 r' involving same. (see floor plan) existing ceiling joists to be removed 5. All existing elements to remain, shall be protected during demolition. ,. Second Floor F remove existing window/door/skylight 6. All existing ductwork, electrical equipment, etc. in areas to be demolished remove existing boiler flue Drywall Insulation and shall be protected and relocated as required according to field conditions. � existing C.J.to be removed. temporarily 1-9 �oO� support R.R. above prior to removal 7. Provide dust-tight partitions between areas where demolition � existing roof rafters to remain Finish Flooring Note work is being performed and areas which are finished or in use. H remove existing framed walls as shown �---n E (see floor plans) existing roof rafters to be removed as required for new addition Contractor to remove all drywall, NOTE El remove existing w.m./dryer Sheet Number : insulation and finish flooring T remove existing porch columns and throughout entire home All board and batten siding to remain. J� remove existing plumbing fixtures roof structure completely including the finished cellar Contractor to remove and replace if U existing porch to be removed completely .�. necessary due to rot damage. ❑ and replaced Exterior Door/Window Schedule PLAN KEY NOTES Custom Shower with: Model # Remarks -Custom tempered glass enclosure. -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane Second Floor over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures 201 TW21036 specs or other approved waterproof pan system triple 2"x4"curb 202 TW21036 -Secure the water supply riser from the shower valve to the shower head to the permanent structure. TW210410 -Shower to be equipped w/pressure balance control valves. M za c: r i n a 203 -Surround to be tile over 1/2"cement bd. O204 TW210410 -Shower seat(1 6"tall x 16"deep where shown on plans) A rc h i t e ct (1) 14"deep shelf set 68"above finished floor 205 TW21036 and metal rod set 2" below shelf 21 Main Street Stony Brook NY 11790 (5) 14"deep wood shelves to be painted phone. 631 686-6585 206 TW210410 egress space shelves equally fax. 631 686-6786 email. MMacrina@optonline.net r----------- -------------- ----- -------------------- 60"wide x 24"deep x 36"tall vanity with 1"filler each side web. MMArchitectAlA.com 207 TW210410 egress FG] counter top to be selected by owner These plans are an instrument of service and are the exclusive property of the architect. TW210410egress Infringements of the concepts and design ideas 36"wide x 24"deep x 36"tall vanity with 1"filler one side presented on these drawings shall be prosecuted counter top to be selected by owner to the fullest extent of the law. Copyright 2018: Michael Macrina Architect, pc. All rights reserved, ------------------ ---------- -- 209 TW210410 egress no part of the plans may be reproduced without ---------------------1--- ---- the expressed written consent of the architect. D D IIB A open to TW21032 temp.glass FLOOR PLAN LEGEND below Drawing Status FWH5068PALR temp.glass II STRUCTURALPOST 10 ---------------- ---------------- min. (2)2x6 unless noted Exterior Door/Window Specifications otherwise on plans ±55'- NEW FRAMED WALLS 12' All windows and exterior doors are to be ssue C-) r ±34'-4�" ±6'-10�' 'Andersen'400-Series with the following specifications: (existing) (shed dormer) TALLER/LOWER WALL or --------------------- L_------ -LoE insulated glass - Insect screens ----------------------I L_____________----- (refer to sections) -standard hardware - Exterior color to be white (F) n S r U ot 5'-0"——4'-6" Tile floor over, - Full divided lite with spacer (color to be selected) -7'-31- 7-32 ABOVE SUBFLOOR A.S.F. 2 electric radiarlt I pre-finish white interior . I I bar as per elevations new±6_011 floor wa ming, of window of post tall wall recessed SOFFIT WALL CABINET and toilet and bedroom cabinets� ABOVE ABOVE - --------------------- TECO INSTALL SIMPSON STRONG Tile floor over A5.1 electric radiant Dates A floor warming co TIE JOIST HANGER EXHAUST FAN F EF 1/24/19 Bid Set 44 recessed 209 208 51M 2 new (min. 100 cfm to be vented to exterior) 210 cabinet C14 2/4/20 Issued for Construction I I _% I 24"x8O" 0 align with ex.wall below �KN —KN 2 0) Toilet L 00 - pocket- ____c ----------- 11/30/20 Raise sec. floor ceiling height in new door -o iRoom -H Required Hold Down Kra ­ICNI 1 a X nE seat closetO T Location(see detail) N \typical stud new 3 1" 2 Renovated IN 0 24 x80 111"ClIg. I I p-G-1 3�' J2\ 0,,Ba r # H E 3�" 4104 k`2 1 '-8 9' [A 6'-6" 481" 14'-7" V41 -------- 2 II 'T U EF 1 new newt_- - ! -3-0- ----------- ------------ 18 011 ------ xBU_ ew ulit-in twin �x8 .1 Ej in saddle oset A I N;W new size bunk beds lose NOTES thrm. # 30"x80" saddle Hall !(consult with client) ❑ _r111')'4 built- in shelves cased L IN 1. See sheet G-2 for insulation specifications. E 24"door Renovated nF new 'IN new sloped opening 11 24"x80" CD Bedroom #3 --'" 28,,x80%/' c1g. new 2. Install all smoke detectors throughout home deckin to-� __J -I I as required by the 2015 IRC, sect. R314 and 9 1 - 11 new wood floor r, 30 x80"wall height -1 ne be selected 36"x84" 'CN, -H T r.o. new 3J _00 noted on sheet G-1. No. Date Description center in built-in twin new 24 x80 ----- - ---------------- pitch hall (0 -_KN 4 5t-4" i 61 size bunk beds line 3. Install all carbon monoxide detectors throughout Project ID New 4" new ns,,v o 01 e 3'-8"— 3'-2'l- -0 decking passive (consult with client) match S.D. home as required by the 2015 IFC, sect. 915 and > Bedroom #4 existing Renovated �Fl _0 0 0 I � 1 0 - C noted on sheet G-1. C-0 now wood floorO -4�=----- , 1. 0 0_0Q Proposed N 0 U a S.D. Bedroom #2 2 S.D. 91-11, R I ----------- M new wood floor typical stud CIg. C.M. 91 C, pocket detail new Addition and CIg. S.D. activeco 71 new 31- ------- ------ Atte ration Z------------ 011 new 36" 'New ------T----------- -� 0------------ 1 ! 1 1 4�1 4'-102" tall railing 15'-4" T 281"----6'-1 2 new new 36"tall albon el� " 'It" 14-11 '00 00 30"x8O" I railings with 01, W loped ngdssquare - I painte For balusters and sloped -1g. slopedJ sloped,.,_ 1 4;� oak handrail c1g. cIg. new built-'in I to be stained c1g. C:) day bed ______ I R/R stair 4'-0" 4'-0" (consult with 4'-0" 4'-0" 4'-0" - KN ! New I ni Exterior Cau wall heigh wa ❑ in existin wall hei ht all height Iking(typ.) 11 height wall height location 9 / 1 e il Horne r ----- ---------- I 1 31 Loft T I I-, T 5/4"x 4" Exterior Trim Board W-15" 2 41Cj cut to size 31- 21-9- 1-5 1 49-7'- —7P-5"----, \3� -4'-7"- 4'--Z 7'-5"- 28"- LO 1 typical stud to N -131 2 3� 3 2 31 OP4 \31 2 & I!/! adeline I"' 2 1 C" -2 Typical Exterior Sheathing Q) - Exterior I pocket detail below 0 -0 1, 2�11i I 4A Side Cover window flange with 200 205 - existing wall below 201 A A A 202 ----- ------ ------ soft flashing Sinclair ____ ____ _ ___ _____ _____ _____ _____ ____ __ _ ____ _____ ----- ----- - -- ------ ------ ------------- ------ ----- ------------- riN O O II I fine of sill below 203 204 5530 Pequash Avenue ---------------- -------------------------------------------------------- Cutchogue, NY ai Jurisdiction of window of window of post of window Wrap structure with Town of Southold and dormer and dormer and dormer and dormer soft flashing prior to cli C14 window installation I X r_1 Suffolk Count, 4'-0" i 4'-0"—, —C-01- 6'-01"- -4'-0 4'-0-- 2 2 Drawn By: 4_±S-01" -8 9-0. 4'-7- -0"— —8'-0' line of stool below M.P. IA. -4'-7- T 4f-7" . 1 4 A (dormer) (equal) (dormer) (equal) (dormer) (equal) (dormer) P if. Drywall Checked By: % ,, ±55'-6" X Interior - 1"x6" Poplar Flat Trim Board M.A.M. Side A Job No. '31 6 4:-� A B 1/2"Gyp. Board i 0 '/rJ %4 'A A5.1 (typical) Casing to be selected Typical Stud Pocket Detail 1943 1/4" reveal 3" = 1 .-0.. Sheet Title (typical) _7 flat poplar to be painted *1"x8%2"x6"walls SecondIr. Plan Proposed Second Floor Plan -1"x6"-2"x4"walls Saddle to be Door 144" 1 '-0- selected Max.slope of 1:2 plan north Shim Space Tile FIr. -SubFIr. _E Wood FIr. Rough Opening mud base T (see plan) -17 Sheet Number : Typical Cased LBlocking Opening Detail Typ . Saddle Detail 3" 1 .-0.. 4��D _ G LO XL 0 —S-5 trm.# n Bath m. 2 0; �w 30 x8i)�' F V6'-6" n 48" 2 1- -7 2 rie� ��n new _.In SfT xffT i SEI M_ _ c`a c ri n ii;Ea Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com These plans ore an instrument of service and are the exclusive property of the architect. EJ Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2018: r--------------- -- --------------__�l Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without i the expressed written consent of the architect. III new (4)2"x4" post I down to new ; I header below Drawing Status : I I I I I I -------------- III I I -------------------- ' D A5.1 A5.1 existing roof rafters i I i existing roof rafter to remain .n I I to remainI ; Issue I � all ---------------- ------------------- j ; --------------------!:--J I1AONW& ■ A A -' i � install (1) layer of nS LI u C I � x I I 1/2" plywood along I this wall as per braced I I —CO I(I wall plans I I ' I ------------------- 3� I------------------ L————————— ——————— I t new Renovated i (4)2"x4"post down to ex. ; I Dates Bathrm. I beam below j l 1/24/19 Bid Set - - - - - - - - - - — - - - - - - A B ' I -------------------� I ------- --------- I A5.1 A5.1 2/4120 Issued for Construction C I C A5.1 ; - 1 11/30/20 Raise sec. floor ceiling height 0 it 4" 2Y2"x4" 2 i { ; post2"xI post I I new(2)2"x10"hdr. new continuous(2)2"x10"hdr. I ' (2)2"x10"iflush beam I ______________y� i ( new n i \ QXlSting C.J. L n I I (2)2"x4" I x o to remain = I I ------------- _ post sloped II - N I �\ I XI I N 9'-1 Ne I i - I1 m new- ------- --------- 11 Cl2 t - - O ceiling I� I - - ----- =-- ---- -- ----- ------- -------------- --------- --- �--- ------- ----- - - 1 ;� - }2.,x4; (2 „ --------post , No. Date Description - -- ----- jack I sloped " (2)2"x10" ceiling Project j I (2)2 x6" header — — enOVate Proposed ackdroom # `F °' UI � a, E each side - 1 ' V N NEl r co -vim lz L c N < 7 - -- 4------------ao r QD 3 o i� �N ,� � � ° ° Existing o Addition and 3 0 =O New new cfl - F X _ — $ oo x _ .� Bedroom m 0 Bedroom #4 ., ed oo #2 _ NewN Alteration CO cn ElCI ------ ------ CI c - I new cn o I CI9• � Loft g' (2)2"x4" teco to new new ______ ______ new cv post ° double 0 rafter ----- ---- teco to teco to 0 For 0 new(3)2"x10" new(3)2"x10" new(3)2"x10" double_ new 31 2"x10" double 0 3 �-—� - teco to —- - rafter rafter ----------- a flush cl hdr. ----------- ------- a flush cl hdr.V'2---------------------- ----------------s -I----------- a� g, g. flush clg. hdr. ---- aflush clg. hdr. I l � / I I� double � I - - --- / I I �eW ��� ` double i� I `� rafter i I -1—�� --- �� I I `BaICOn I I I I I I I slo ed Neil H I I ` rafter I I ` I I I I I ` p I ` ceiling ---------------- IIII IIi IIi IIII � IIII IIII 1 ------------- I IIIi I sloped --------- Ceilin sloped� sloped ceiling few 2"x8" CJI � new 2"x8 C.J. ---- II Ii Ii III ( Madeline new 2x8CJcen - at 16" I new 2x8CJ at 16"oc at 16"OCOC 6 len th {10� length) (6'length) 16 ■ ncla■ r I I I I I I I I I I I I I I I I I I I I I I I I I I I new(2)2"x10"ihdr. new(2)2"x10"hdr. i new i new(2)2"x10"hdr. 5530 Pequash Avenue (2)2"x4" I I post Cutchogue, NY ---__----_--------—-------------------------------- J j new continuous(2)2"x10"hdr. Jurisdiction I ' I I ' ; I -------------------------------------------------------------� Town of Southold Suffolk Count Ay B Drawn By: // ,(V.%E© A/? M.P. �'S'r� Checked By: * -4 M.A.M. 2 9� / 32+86/ Proposed Second Floor Structurally Plan LEGEND Job 194No.No. 1256/ 0 1/4" = 1 '-O" Indicates Bearing Wall - - -- - - - --7- 7J: plan north Sheet Title a� Secon I %ioor Structural Plan Sheet Number : Typical Shingle Siding 18"Western Red Cedar perfection shingles i +6"to the weather over 30#building felt �� W over 1/2"CDX plywood sheathing �- Typical Board & Batten Siding 1 i C h II E� / 1"x2"vertical battens over iIviia c:,-- r' n Iia '! 1"x10"vertical boards to match existing r xp space /krc; h ' to ^t see typical '-------------44,- �912 between boards for expansion over (� ice &watershield underlayment rake detail 2 12 j__ ,i=i_] I 21 Main Street Stony Brook NY 11790 12 12 ,_; 12 12 r- j _i 1 12 { A5.2 J, ;l. 1 :.r 1 12 I 12 ; 1 _,h t ical 1.�)_ - ., ceilingheight Typical Roofing phone. 631686-6585 1 1 i lei tft Yp I Ji - - - 9 typical typical T, typical - � t ical� fax. 631 686-6786 i_�j ��f_, i_ , shingle I YPj`Ishingle roofing : shingle ,ij .j.-; j siding 1 i'�shtngle I_J siding �a siding _ j I ;�_ siding email. MMacrina@optonline.net lei.L 1 J-) _- F 1 1 1 1 ., ; l 1- �. 18"Western Red Cedar Certi-Grade perfection tapersawn shakes web. MMArchitectAIA.com ,. :� ,. j l,l - I I-IJ i�- to be#1 Grade, Blue Label with Certi-Last Preservative -1 -�i � Treatment to be installed as per the Cedar Shake& These plans are an instrument of service and are .. 1i _. ti__. _�,�_ I �. - the exclusive property of the architect. �; ,! l, i l I,I ,i L Shingle Bureau. g P e [� Jill , � I I; I �' -! Infringements of the concepts and design ideas . ! 1 i �_�__ I i �, presented on these drawings shall be prosecuted 36"tall 201 202 - T I 205 0 i Sheathing i .1-1.,.J ,- - ;� J,� - ,I ,,I I s �,! " to the fullest extent of the law. Copyright 2018: railing �r continuous--mi- I c _ !,�_ 5/8 CDX plywood sheathing Michael Mocrina Architect, pc. All rights reserved, _ J I �_ no part of the plans may be reproduced without blind metal 203 204 I=-=1 flashing I I I , I s Exposure the expressed written consent of the architect. - ------ ------------------------ GABLE #3) --------------==------ -----= ------ 5-1/2"max.exposure for 4.12 or steeper roof pitch GABLE. (GABLE #2) _____ _ ___! i i 1 1---- new continuous metal standing seam GABLE #4 4-1/4"max.exposure for 3:12 to 4:12 roof pitch -- -------- -------- - metal flashing roof to be selected Drawing Status (typ.each dormer) second floor subfloor Underlayment Install (1) Layer of Ice&Watershield(self-adhering ceiling height polymer modified bitumen sheet)over all roof sheathing. j align Valleys fascia All Valleys are to be protected with copper flashing over structural wood bracket ! (1)layer of Ice&Watershield.(see detail,same sheet) 10fo (see sheet A3.1) FM 77 ss Iued l typical board s i s' Ventilation W 102 and sidingbatten 103 104 105 109 110 111 0 -Unvented Attic(hot roof) ' ' '° o coll'.%1SLfUCH01-1 Fasteners j All Fasteners are to be 3d box 1-1/4"stainless steel type 316 106 107 108 nails with a minimum penetration of 1/2"into the sheathing. 36"tall existing sidingfirst floor subfloor _ _ _ railing to remain i from edge and approximately 1-1/2"above exposure line. Dates ' new steps j NOTE 1/24!19 Bid Set ' i , new p.c. pier-----,11`I i .r i (see foundation plan) ; ; _ I 2/4/20 Issued for Construction L------J 00 .5 Contractor to provide alternative price for L____ _JL ____J 30 year architectural as halt roof. 11/30/20 Raise sec. floor ceiling height cD C01` CO2 CO3 new p.c.piers NOTE Y p s (see foundation plan) All board and batten siding to remain. Proposed Front Elevation __ _ _ _ _ basement Slab Contractor to remove and replace if Flashing ___________________________-________________ necessary due to rot damage. g 1 /4" = 1 '-O" ------------------------------------------------ For all Horizontal Wall to Roof Intersections, Install Aluminum Coil Flashing. For all Sloped Wall to Roof Intersections, Install Aluminum Step Flashing. All Window Drip Caps to be Aluminum. No. Date Description Project Gutters Proposed new shed roof not to All Gutters are to be k-style to match existing. exceed existing align new gable Addition a n d ridge height All Leaders(downspouts)are to match existing. roof with existing Alteration 12 Exterior Trim Boards see typical t 12 ' rake detail match Fo r _ ex. Material 12 -- All Exterior Trim Boards are to match existing. t4.5 Typical� t j I fing Installation 1 j ceiling height Neil H typical - - - - - - Install as per manufacturer specifications: J`;''L I � r 1 i_' shingle -Install 2 fasteners per every framing member typical siding for trim board applications. new thin i 1 r fin YP _rJ } ' ( Madeline stone veneer - typ ca oo g I : ,_ 1,shingle 1 , -Install over flat, solid substrate. 1 siding to be selected r-� 211 -All'Azek'Jogints are to be Glued with'Azek'adhesive Sinclair -1-12 1 I--,-;�-: typical _ -Utilize 316 rade stainless steel fasteners match '' "r''} 36"tall "` ; i i-a shingle siding I 5530 Pequash Avenue ��- ,�-J 'sconce to }-��-,t,=- ex. be selected railing t!LG==I I q nsteblflashin�l l �`: 1 I'. 'll. ', lIL Typical Sizes: _.. new blind metal •Fascia Board- 1"x8"to match existing. CUtChogUe NY ..;' ' p g '� step flashing • Rake Board- 1'1 trim board over 1'1 rake board ' I ! I H I to match existing. ,'I aluminum cap j Jurisdiction plate height I1 flashing i I •Soffit-vented soffit to match existing second floor subfloor 9 -----------------= --- ----- --- ---------- __ ceiling height _______ k___+ Town of Southold j ali n with existing Alin Suffolk Count range exhaust C) f, j light sconce ' structural wood bracket to be selected � = 124 (see sheet (typical) Ri �' Drawn By: RM.P. f�' 1: ?k, to ` M ;n Patch siding s 125 H x / 121 as required IF typical board Checked By: * r r� LELEt and batten I 11 raised first floor subfloor - siding M.A.M. 1 o < first floor subfloor 9A /a3��S�f y - - - Job No. F F,,, 1943 I i I 1 Sheet Title �'''` new p.c. piers I I I /J �see foundation plan) i I ' I i 1 .� �/�?%� ( p ) I I Elevations I I I I 1 i i i i i 1 Proposed Left Side Elevation (see foundation new foundationoplan) - Front'pr p 1/4" = 1 '-O" - Left Sheet Number i i h 1 - s c Cr1 n ;a t•i fr `r ! \rC h i t(D Ct TJ Typical Roofing 21 Main Street Stony Brook NY 11790 typical - / see typical flat roofing YP phone. 631 686-6585 eave detail fax. 631 686-6786 ;AIR - - dormer plate height email. MMacrina@optonline.net web. M M Arch itectAIA.com ,Ir' l.i .l..1 11 -1, ' 1 Ill [----Typical l, .! I I( LILIL] These plans are an instrument of service and are 11, _I,� �.1;-I�_ �-I_-1�- I---1�. I.I. It II�� the exclusive property of the architect. new thin t,,,l 1 I� .- Shln le � ��-' Infringements of the concepts and design ideas stone veneer tI I i_ 1-i- -- I g � l Typical presented on these drawings shall be prosecuted to be selected I -1 . .'.,l-;. _ I_,--I�. siding 210 i ! roofin 36 tall G to the fullest extent of the law. Copyright 2o1s: new blind metal I ' _` step flashing I-II �� I.11 II I 1 �_�� -ac).c �� g railing °O Michael Macrina Architect, pc. All rihreserved, -,I,1., 1, i_ no part of the plans may be reproduced without 'i I; _1 �1 1-j � 1_ new continuous � ,t_I �� � 1 _ the expressed written consent of the architect. existing siding t , metal flashing to remain I,I,I l tlit i l I I 'L_L 1 I.L_�-,l,i _, ---------------------------------------------------I--------------------- --I-_L-I I %I. I I_---_I�? _1_-I�-__�_ decking to `"--"---"-"""-"-""-------""-" Drawing Status plate height ,i be selected second floor subfloor ceiling height - - 1"x10"trim board tIssuer CD U � X 'J'o E structural wood bracket o, +I � 117 118 119 120 (see sheet A3.1) A � A■ o, new scone ! JE w L C t r to be selecte typical board and H LL I E 123 batten siding raised first floor subfloor L decking to - be selected IoL first floor subfloor Dates new p.c. piers I 1/24/19 Bid Set (see foundation plan) 2/4/20 Issued for Construction 11/30/20 Raise sec. floor ceiling height Proposed Rear Elevation 1/4" = 1 '-O" porch beam(see structural plan) NOTE / 4 V1V3/4"Thick All board and batten siding to remain. 10" C 'Azek'to Contractor to remove and replace if Fin. Dim. rn be painted No. Date Description necessary due to rot damage. Q blocking ea.side Project X X Alum. Cap Flashing Proposed 'Azek'Rams Crown Addition a n d 1 CV #AZM-6934 D Alteration 3/4"Thick'Azek' Q bottom wrap _171JA recess 1/4from For I I / side wrap 'Azek' I I - Base Cap Mould'g #AZM-164 Neil Horner I ypical I ) ceiling height I roofing � I r � see typical I I ,IIiTJ ULJ Ti - rake detail IT'ff;P4 TTT 1,11--t,.1-; � Madeline I l I typical board and typical roofing - batten siding '- _ �-`I I }i-��1" , 10" Sinclair new thin Fin. Dim. 3/4"Thick stone veneer I new blind metal I � I I-� I l I r to be selected 'Azek'to � stepflashing � � � � � � ;--� I l.: ;1 1.�.�,!�! �I 1- . g I 1 -� - T I ' T ical 1 {-, be painted 5530 Pequash Avenue IAF YP - shingle Cutchogue, NY siding !11 12 -� l 11 1_11 I l l 1 L I-., / aluminum � shim +2.5 1 l I' 1 1.1 I ' cap flashin l I 1 1 I I I 1 1 L 1 1 i ._ - E space 1 1 1 1 1-1 g L -I 111' l , ,l I� = o Jurisdiction second floor subfloor - -_.f I --� ---------------w---------------------------------,._i I_l_l h_1 l j I_ 1 _.)- --�=- - - - - plate height � 6 6 ceiling heigT t - new outdoor 6"x6"Treated Post Town of Southold align trim shower to be fastened new with ex. o EL/11 ew typical board 5/4"x3ntpeered 1 boardmfascia Suffolk County 1 and batten Azek'cap ��_ Shiplap& Glue joints °' " Drawn By: ��(fGRE© !� I I siding 'I � ..-. 115 i L 116 +l � i 'R,�+ ° Cn _00 D z 114 - -H —post to be 112 �i 113 -H t .d r 'Azek' M.P. � ?��'�A' i� o existing siding Scotia Mould'g wrapped - (#AZM-93) Checked ►� n (see detail � -= to remain B y; same sheet ! - - - - - - - - - // - - raised first floor subfloor M.A.M. II - " first floor subfloor - - - - - - - - - - - - 9A d I2s6 Job No. - _ F r _ pF 1943 7-7-.777_77-777=__ ___ _ _ 12" l i , I i J r Sheet Title : 1 existing cellar new p.c. piers ; 514"x8"'Azek'Base !� entrance (see foundation plan) � to be painted .7 L J top of porch floor E I eva lon Proposed Right Side Elevation - Rear 1/4" - 1 .-O.. Typical Square Porch = RightColumn Enclosure Detail Sheet Number : ly . new roof rafter ' to match existing seat new roof rafter Second Floor on(1)2"x4" plate ii � ^ S1 to match existing {� A6.1 (--new floor joist-� existing ridge board M �ac: riinIIia ridge height _ _ _ ridge height - - - - - - - to remain ly - - - - - - new ridge board NOTE TO CONTRACTOR ��� � iite� �� new roof rafters / to match and align -I-- 6 to match and align with existing First Floor Contractor to confirm r..iN9 construction of existing roof -�c� cn 0 with existing and to match existing. Consult o �- I W existing roof rafters 21 Main Street Stony Brook NY 11790 E X with Architect if existing roof new ceiling joists to remain +I o x 12 +12 construction is different than (see structural plan) ceiling height _ match shown. - _ - - - ex. ceiling height ;,;. _ _ ` 9 9 phone. 631686-6585 new insulation f fax. 631 686-6786 (see schedule) Gable Roof email. MMacrina@optonline.net 12 ,;'' new ceiling joists 7; _ _ _ _ ___ y t• Detail web. MMArchitectAIA.com match (See Structural plan) - - Construction stru c ion se area instrument a and are ' ' The plans n in trume of service ex. „ '1 j the exclusive property of the architect. '�/2•• _ '� '_�•• new Infringements of the concepts and design ideas j! framed presented on these drawings shall be prosecuted New $ /_ S2 1 I W811S to the fullest extent of the law. Copyright 2018: 'n•`—" Bedroom #4 A6.1 A5.1 °' Renovated 1 s Michael Mocrina Architect, pc. All rights reserved, I L ;; �ij ,. o o, I no part of the plans may be reproduced without S2 co s Bathrm. I the expressed written consent of the architect. Attic 3 _ tec - ; AttIC Attic ,, Attic Drawing Status second floor subfloor plate height second floor subfloor ceiling height -----_- _ �,r„''.�'.wv,�,,���, ',�,' �-.i. - - , .. r„, �.,�, I ceiling height ---- _ _ _ f10 new floor joists new floor joist — existing F.J. to match (see structural plan) new lush beam (see structural pan) f1 ” to remain existing (see structural plan) texi 'tIng - o, new insula ion _ ssue r (see schedule) A x New T new 2"x4"wall N@W New Powder Room Stud with double Kitchen Mud - co X New — -_ Hall �"• -I-I 2 top plate and Room o Bathrm. ��!� UVI S �.I u c 1 n E single shoe plate - - 0 first floor subfloor _ first floor subfloor first floor subfloor existing F.J. Existing new insulation to rtemalnJ g to remain g Existing —”- Dates (see schedule) existing fnd.wall existing pier Crawl Space Crawl Space to remain existing fnd.wall to remain 1/24/19 Bid Set 7— TEto remain :1'1 91 2/4/20 Issued for Construction existing slab to remain existing slab 11/30/20 Raise sec. floor ceiling height Section A-X to remain 1/4• = 1 -O' _ Section existing ridge board 1/4" = 1 '-O•• to remain new structural ridge existing roof rafters beam to be set under to remain existing ridge board post structural beam (see structural plan for each side see structural beam size) plan for post locations) No. Date Description Project New Ridge Proposed Beam Detail - Addition and existing ridge board new shed roof not to remain to exceed existing Alteration ride height _ _ _ _ _ _ _ ridge height existing ridge board �� ridge height new roof rafters existinkroof rafters-----_- to remain ( - - - - - - (see roof plan) --to remain For �� 1 oN v, new ridge beam / 2 12 I A51=4 5 .2 .. (see structural plan) - A5.1 S2 I I -H iu AU ceiling height - Neil H j- existing roof rafters plate height ; `' new ceiling foists I new ceiling joists I to remain Madeline(see structural plan) (see structural plan} =_ ' ' I --- - texisting -- ` Renovated c _ decorative -H Sinclair o+ ,- --_ � wood beams_._ - - Bedroom #3 s ___ ' New I �'�', �. 5530 Pequash Avenue -oft new insulation see schedule Cutehogue, NY existingroof rafters ( ) -_ - to remain new insulation - see schedule i ( ) XI I E st n �__ teco' ! ! g Jurisdiction . _- second floor subfloor late height _ % second floor subfloor _ _ P 9 late height �- I'�� l _ Living P 9 I late-hei ht =_ _ - _- - ceiling height Room Town of Southold EIH - Suffolk County u existing floor joists ew flush beam existingfloor joists - _ --_- to remain teco to see structural Ian to reMaln teco to -- -__--_ - --=----r_--- new flush beam F �-_- - -- new flush beam � o � -- -- - I Drawn B ----- - ------------ --- rn / - o - - Y R ---z S tt X - - - - -- -- -1 New � � � � Rc s ;__ =- _Dining N-=9------ -H �' ��� P��� -- +l X I v -_ -- -T --- ----- ! new P.T. -- - ---- --- 4 ,. ledger(see Room oo -- Checked BY: * ,� n new detail sheet A5.2) new built-in raised first floor subfloor M.A.M. see-fot�nd�tion�la_n) j _ v, y►- 'I-r -�- first oo�su�i or window seat A - _ _ _ _ first floor subfloor first floor subfloor,,L I' -- - - existing F.J. Job No 3�2S6i ��- jr. - _ - to remain �� NFva old 1943 Existing existing fnd.wall J , existing rtema nJ header to rtemam r pace - Crawl S to remain C) -- (see fnd. plan) Sheet Title new P.T. new low beam _ new p.c. piers - I low beam existing If d.wall (see foundation plan) o (see foundation plan) I (see fnd. plan) ( to re ain New I new new p.c.foundation wall existing slab ■ --- I 10 window (see foundation plan) to remain Sect o n Recreation well (2)2„x6” new;i1th 4"wall Room P.T. plate gravel floor in well , c e r+t I I stud double for proper drainage 1- i, S V on I top plate and 2 I ( single!shoe plate as per sect.R310.2.3.2 t; •• of the IRC 1/4' = 1 O A2.2 I l existing slab -- to remain Section Sheet Number : _. 1/4.. = 1 •_0.. House Air Barrier 2 existing ridge board ; a,, House Exterior Wall s e=x•'l A5.2 to remain 5 si- new ridge board House Siding (see roof plan) existing roof rafters S1 to remain A6.1 ' Lap Air Barrier over ridge height - - - Metal Cap Flashing new flat valley sleeper _ _ _ _ _ _ _ ridge height c C ---- o ^ M i C: h <`a E�� I (see roof plan) i � __— teco new roof rafte (eeItloof p an) Install Ice&Water Shield _ -- --- _ -- - - --- - - - - o, ^1'` - -1' - see roof plan) underlayment over Plywood ceiling height "�` � i Sheathing to overlap onto12 2 v A rc h ` ct foundation wall and terminate �' �" ©1 2 House Subfloor - - new ceilingjoists �, 1 2 i',i\ N `r 21 Main Street Stony Brook NY 11790 12"above decking ; ,� (see structural plan) �, �, g2 S2 new roof rafters ,�' ;' A6.1 \' new ceiling joists_ ,� A6.1 (see roof plan) % �' new flush beam to be ` \ (see structural plan) phone. 631 686-6585 Install Metal Cap teco'd to double R.R. - (see structural plan) ��^ �- • ��,, fax. 631 686-6786 Decking to be Flashing over Nailer f8'-2" '/ b MMA h AIA net • em crl a o nllne plate height ai a n p o selected Existing Rim Joist =___ to be adjusted in field by framer��' /,' - --I - - - we Arch iteCt coin . , sloped clg. ,.• g beyond•' These plans are an instrument of service and are --- / / the exclusive property of the architect. _ ;,� -- Infringements of the concepts and design ideas i i 1D j 1D presented on these drawings shall be prosecuted Over ang — over ang to the fullest extent of the law. Copyright 2018: 1 Michael Macrina Architect, pc. All rights reserved, j i �j _____ -__-- no part of the plans may be reproduced without rn moi' the expressed written consent of the architect. Existing Existing g g existing roof rafters existing roof rafters " .� _ Bedroom #2 �, �, to remain - - to remain 1/2 dia.x 4 Lag Screws at 15"oc of v , , Bedroom #2 - -- _ Drawing Status to be hot-dipped galv. o �, E ;� L ,' ,' o \ cut back existing roof I' D ' rafters to new flush _ Hot-Dipped Galvenized Hangers existing r of rafters �� header typical for all at each deck joist to re ain i new dormer gables e - - �' n w double rafter -- f ! under each dormer " o, wall(see roof plan) i 2"x8"Pressure Treated Ledger existing floor joists j. j __ _ Issued to remain l existing floor _- ion joists to remain - w r c N O O O O -- - -------------- ex. sec. floor-subfloor -- OL ex. sec. floor subfloor O O O O m r. �' ) Existing ----- =i=1 --------� G Foundation Wall 2 -- I i -- _ — A5.2 _- Dates 'Simpson'DTT1Z(910 Ib)deck tension ! shoot pressure treated plywood -- - 1/24/19 Bid Set tie hold down device with a min.750 Ib ' j.- sheathing onto foundation wall capacity at 4 locations, evenly distribute 1/2"dia.x 4"masonry Lag Screws at �'.j to align with existing sheathing 2/4/20 Issued for Construction along deck and one within 24"of each 15"oc to be hot-dipped galv. 11/30/20 Raise sec. floor ceiling height end of the ledger. Hold-down devices shall fully engage deck joistper'simpson' Typical Dormer Roof Construction ypicaI Dormer Gable Construction specifications with (8) 10dx1-1/2"nails. on wide face of deck joist. Secure tie to Typical Deck Ledger Detail 1/2" = 11-0.1 1/2•• = 1 •-O'• to sill plate with 3/8"dia SDWH timber-hex HDGscrew asper'simpson'specifications E3" = 1 '-O" (half scale) (as per figure R507.2.3(2) of the 2015 IRC) (all floor joists run parallel to deck joists) Overhang N"-" see roof plan Roof Shingle Ice&Water Shield underlayment No. Date Description 1"x3"trim board (' to match existing Project Ice&Water Shield from fascia to `- 24" past inside face of wall Roof Rafter E Proposed Roof Rafter � �+• 1"x8" rake board new C.J. new R.R see sturctural Ian - - to match existing (see roof plan} ( plan) Addition a n d } 12 S5 vent thru"goof C� existing vent -------- double F.J. under ±2.5 (typ. all vents) E Roof — Tsoffitto new wall above A6.1 J L J L typical match existing align fascia with Alteration gutter ex. house fascia Renovated 1"x8"fascia board ex.floor joists teco New 7` Bathroom soffit to to match existing to remain For Bathroom -'"r I i �-' -_, match existing , new low beam ±12 #3 3"� ( #Z (no vent) I I see sturctural plan) -T 2"V� vent I I 12"� P ) overhang to I 1-3"0 I I 1 1 1 I align with fascia Neil Horner I I I I vent ��I typical siding � � new floor joists 1 1 house fascia 2"0--� vent I I vent 1-2"0 1 1 (see sturctural plan) overhang vent I t I I vent j_ to match existing I I ( ) Lov. Lay. I 2 �' see elevations Lay. 1 1 1 1 Madeline » I ( • vent ;, new flush iheader I I I W.C. I I W.C. I overhang (see stur�t�ral plan) I Shower Sec. Flr. I I Sec. Floor Covered Shower (see roof plan) I I ' ' " New 2.0 Porch Sinclair 2 2"� I Renovated 2"m waste I Expanded i I 5530 Pequash Avenue waste waste waste Mud Room Powder I 3"0 waste waste New STypical Rake Deta I I FO er Room � aMe Typical Eave Detail , t New 2"� r I 2' 11 _—~-I"' I I--- Bathroom 1 -1/2" = 1 •-0•• •• _ •• Cutchogue, NY 3 1 -O 1 I r I � new post to I I vent} vent I air I eX--t I 1-3"� " _l' # be wrapped Kitchen break I I 2"0--1 vent vent 2 0 " �' 1 (see detail I I Jurisdiction ��� Sink Sink 2„� vent 1 I I vent l -2 1 ; existing exterior sheet A4.2) I 1 1 wall to be removed I 1 vent I 1 1 1 1 Town Of Southold waste Lay. I Lay. Lay. 1-2"0 waste » I 2"0 1 I vent D.W. W.C. ( W.C. Tub I vent I I I W.M. I Shower I I Suffolk County First Fir. First Fir. i I new floor joists ` I (see sturctural plan) new P.T.F.J. " I I (see foundation plan) I new flush beam 2"0 w2"0 ste 1 ; (see foundation plan) Drawn By: iv-RED 3"0 2"0 waste 2"� ex. J 3'0 waste waste waste ex• ex.floor joists I I M.P. "'�� �, A, 4Z� waste waste New waste waste waste — �I SIZE OF TRAPS FOR PLUMBING FIXTURES to remain w� �. / b ti� xi. table P3201.7 teco Bathroom tie in new waste / new P.T. post Checked By: ti n line to existing * X ►� (see foundation plan) '�!� -1 #4 �tel'• 3"�� / Plumbing Fixture Trap Size ex.foundation M.A.M. � i a N wall to remain � r 2"0-4 vent I / Bathtub(with or without shower head 1-1/2" 1 1 9 / 2"0-1 vent I I and/or whirlpool attachements) new P.T. ledger 1 a I Job No. �F,O 3X g 6' vent Lay. ° (see detail same sheet) Ia a ° 1 F ' a 1 I » / Bidet 1-1/4' I I 1943 ' lyF W.C. ' �° i .. / Clothes washer standpipe 2" new foundation wall new c. pier below I I Sheet Title ( plan) (see foundation plan}) Cellar Shower / Cellar see foundation Ian p� I I � Dishwasher(on separate trap) 1-1/2 + , ° �a 2„� tie in new waste / Floor Drain 2- 2"0 „ line to existing / Mise Details C.O. tie in new waste waste waste waste / Kitchen Sink(on or two traps,with or L----A-----J ■ line to existing / / p without dishwasher and food waste disposer) 1-1/2” House Trap P ) Plumber Riser C.O. Laundry Tub 1-112" Plumber Riser Diagram To Existing First Floor Addition Sanitary System Lavatory 1-1/4" �-+� Not to scale Shower(based on the total flow rate through and Porch Roof Addition showerheads and bodysprays) flow rate: 1/2•• = 1 •-O•' 5.7 gpm and less 1-1/2" more than 5.7 gpm up to 12.3 gpm 2" Sheet Number more than 12.3 gpm up to 25.8 gpm 3” more than 25.8 gpm up to 55.6 gpm 4" A* m2 SITE PLAN SCALE: 1" 20' SHEET INDEX VF PLACARD CODE DATA BUILDING DATA �... .�.. Sheet No. Description NOTICE OF UTILIZATION DF TRUSS TYPE CONSTRUCTION, 2015 I.R.C., second printing FLOOR AREA BREAKDOWN Cc-��^FL�( WITH ALL CODES Or - PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 2015 (.E.C.C., second printing ` ONSTRUCTION IN RESIDENTIAL STRUCTURES g p NE.`�11 YORK STATE & TOWN COCODEOSF C-1 Cover Sheet 2015 IRC for Lateral & GravityDesign Floor Level Existing Proposed Total (In accordance wi h Title 19 NYCRR PART 1265) g AS RF NYS 2017 UNIFORM CODE SUPPLEMENT Cellar Level Finished 658s .ft. .l- ZBA Site Plan (Finished) q 658sq.ft. SOUTHOLDT TO: Town of Southold NYS 2016 ENERGY CODE SUPPLEMENT q ✓ ARD First Floor Level 1,576 sq.ft. 1,933 sq.ft. r Project Data32 M SOUTH T01dN PLANNING OWNER OF PROPERTY: Neil Homerand Madeline Sinclair TOWN OF SOUTHOLD cn (to be renovated) +325 sq.ft. i C F``''i C,., fs.( ^ �` SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): rn 357 sq.ft. 1 4 USE: Single Family Detached ResidentialKA n I;a 5530 Pequash Avenue,Cutchogue,NY -� GY C r I G-1 General Notes Second Floor Level 823 sq.ft. SCTM#100-110-05-34 Construction: Wood Frame (un-sprinklered) N q. 427 sq.ft. 1,250sq.ft. �. {to be renovated) Av rC h i tE:� Ct �0.0� �a General Specifications Q =. O --""'- PLEASE TAKE NOTICE THAT THE CHECK ALL THAT APPLY ENERGY CODE COMPLIANCE METHOD 0 Total 2,399 sq.ft. 1,442 sq.ft. 3,841 sq.ft. 4. - 1 ❑ New Residential Structure 0 21 Main Street Stony Brook NY 11790 G-2 Energy Code Notes These plans have been prepared as per section r , r 0 Addition to Existing Residential Structure Front Covered Porch 107 sq.ft. 65 sq.ft. 65 sq.ft. 1 4 ?r G . 4 ' I ❑ N 1 102.1 .5 - Total UA AlternativePath to be removed 6 6-6585 Insulation Schedule Rehabilitation to Existing Residential Structure at by phone. 631 8 utilizing REScheck, Version 4.6.5.1 Software fax. 631 686-6786 existing 9 E' TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT see attached REScheck Calculations (n email. MMacrina@optonline.net O = �.. ; `• ' 9 Air Barrier Schedule ( ) 0 Screened Porch 325 sq.ft. t-I t t' existing PROPERTY REFERENCE ABOVE WILL UTILIZE o web. MMArchitectAIA.com pergola f,� : ; 9 I p Contractor to coordinate and schedule all required inspections with c (to to living converted shed Q (check each applicable line): q p m g p ) These plans are an instrument of service and are third party testing agency. ❑ Truss Type Construction(TT) au the exclusive property of the architect. IOIV rn Al .1 Demo Ce I I a r Plan Roof Deck 325 sq.ft. Infringements of the concepts and design ideas ¢- "; i IFiCIRANCY ^ - �:� -° - Blower Door Test re uried q �• } ('`w,, --,-, �...._ existing ► - © Pre-Engineered Wood Construction(PW) a presented on these drawings shall be prosecuted r -• g (to be removed) g CONTENT FORE stone patio Demo First Floor Plan ❑ Timber Construction TC Mi the fullest extent of thpc. A Copyright r serve ( ) Michael Macrina Architect, c. All rights reserved, -;;i;;"(GATE OF OCC Fri,r,`, �`n�,r , Climatic & Geographic Design Criteria : Table R301.2(1) no part of the plans may be reproduced without t TER ^� ^ the expressed written consent of the architect. up, E ,, �•� IN THE FOLLOWING LOCATION(S (CHECK APPLICABLE LINE): 30 psf Balcony 48 sq.ft. 48 sq.ft. r Uc3F-r"U' �, Alt�` �,• Ground Snow Load: P ��DER C I`,OT Q OF Ty "` ' - r' Al 2 Demo Second Floor Plan ❑ Floor Framing,Including Giiersand Beams(F) Rear Uncovered Deck 585 sq.ft. `,'SYSTEM , �: ' o To ��(,� .,.` i tl� iso Speed: . 140 mph ultimate wind speed(136 actual) 585 sq.ft. [ existing CQut ❑ Roof Framing{ 9 OF 1%1- �;D. o- `�'- 1 g ) Drawing Status N ►��� �=�- . �i� _ one-story 1 Demo Roo Plan ¢ /aming c Topographic Effects: NoAREA DIAGRAM / CLASSIFICATION garage � Floor Framing and Roof FFR) a> '� a Wind Exposure Category: B SIGNATURE.. ! DATE: A2.1 Cellar Plan i� ZI Seismic Design Category: B �-f- - - - - PRINT NAME-,Z , : '� Special Wind Region No nNI � "-v` CAPACITY C ck'Onb): [ owner © Owner's Representative LL pLUMg i.._ I - - I I Wind Borne Debris Zone Yes _ - Issueki CONJ �G A2.2 First Floor Plan r IC proposed ' I ' I I --ir% n outdoor ' 6" DIAMETER 0 Weathering: Severe , "� shower I i� U C 1 I I I tv 1 proposed I I E Frost Line Depth: 36 inches • Second Floor Plan Existing second floor Existing Crawl Space ..+� o Termite: Moderate to Heavy t"' 1 i additionsI I o Crawl Space 1 16 A3.0 Foundation Plan REFLECTIVE REO REFLECTIVE WHITE PANTONE#187 I 1 exl ting Winter Design Temperature 15, Table D101 (NY,Kennedy) L Dates driveway I _Q 1 1 A3.1 First Floor Structural Plan Ice Barrier Underlayment Required Valley's&Perimeter '- I 1 9'-9 ■ 0 Proposed 1/24/19 Bid Set Flood Hazards N/A ULivin2/4/20 Issued for Construction Living Space 33'13 Air Freezing Index 1500 (658 s.f.) existing A3.2 Second Floor Structural Plan existing , � I Mean Annual Temp. IIS 1-1/2 exisstory cellarg Component and Cladding Loads: Table R301.2(2) proposed dwelling , entrance N A3.3 Roof Framing Plan ; balcony 1 (n C) ZONE 4 21.2 -22.0 Existing propulsed proposed 0 21.2 - second floor L _ N ZONE 5 28.0 Unfinished landing _ A3.4 Braced Wall Plans H Proposed Cellar 1 , additions r 1 N ZONE 1 19.4 -21.0 Window Well proposed proposed existing 1/2" ZONE 2 19.4 -24.0 1 existing scr ened window well first floor I bays to ALL•1 Front Elevation The construction type `` STROKE • addition be removed L �_ _,._,,. ZONE 3 19.4 -24.0 porch carve slon 1 designation shall be to living sp a ex. porch to I Q) Left Elevation 9•,91 •rll•,1Wor"W N No. Date Description be removed r, C to indicate the construction ZONE 1 12.2 -19.0 P 1 I .� Exterior Specifications classification of the O w 0 ZONE 12.2 -33.0 ) o , N structure under DESIGNATION FOR STRUCTURAL r osed 0 1 section 602 of the BCNYS ro COMPONENTS THAT ARE OF ZONE 3 12.2 -49.0 ro'ect pcovered A4.2 Rear Elevation TRUSS TYPE CONSTRUCTION N Q I porch I Ut ZONE 1 1Q0 -21.0 Proposed Proposed - -- o "F" FLOOR CONSTRUCTION,INCLUDING ': O Outdoor Right Elevation 1 e GIRDERS AND BEAMS o d ZONE 10.0 -35.0 Shower Additio on and e "R" ROOF FRAMING ZONE 3 10.0 -53.0 A5.1 Building Sections 1BUIL D11 �G �� Alteration FR FLOOR AND ROOF FRAMING Zone Diagrams :: p 100.0 STANDARDS AND CODES g _ Pro osed -'t Uncovered ---''" A5.2 Plumbing Riser Diagram , Deck/ For o l g,00�� Ir , �, ,€" tr' c e► a u,."' .'� (585 s.f.) s32 Misc. Details . i c. l ' 2 4' �,er-,use A6.1 Strapping Details E Electric Power s It -AII p Neil H Proposed Gas,oil,or Steam a a 0 P p e G ____----- Nailing Schedule F7_ Gommunictrtion Unes,CAN 5 5 s U_ Landing Existing Gable Interior N Living Space madeline Framing Details Potable Water W°II ® Zone L (to be renovated) °�` Reclaimed Water Irrigation,Slur Edge Perimeter � LL (1,576 s.f.) Utility Protection Detail Slurry Zone 4' Zone 9 " bc Sewers and Drain Lines Existing Sinclair E-1 Know what's below. Temporary Survey Markings Cellar ntrance Cellar Electrical Plan Call before you dig. E Proposed Excavation MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 5530 Pequash Avenue Proposed Screened existing CutchO ue, NY be E-2 First Floor Electrical Plan USE LIVE LOAD DEAD LOAD PO�i�inp°Space nto nebiamo°ved g THIS IS AN ARCHITECTURAL SITE PLAN Exterior Balconies and decks 40 psf 10 psf (325 s.f.) existing Proposed Addition Proposed Covered SURVEY PREPARED BY: - E-3 Second Floor Electrical Plan removed Jurisdiction BASED ON INFORMATION FROM A Fire Escapes 40 psf 10 psf bay to be (32 s.f.) Porch Kenneth M. W©ychuk NORTH Lane Surveying Passenger Vehicle Garages 50 psf as per plan 65 s.f.) Town of Southold Unhabitable ATTICS without Storage 10 psf 10 psf Suffolk County July 20 9 NY VICINITY MAP g P July 2019 Unhabitable ATTICS with Storage 20 psf 10 psf Habitable ATTICS and ATTICS 30 psf 15 psf r served with fixed stairs Drawn By: ROOMS other than sleeping rooms 40 psf 15 psf M.P. Sleeping Rooms 30 psf 15 psf �,� r*��> �E+� Checked By: la ,�,� ��' 'P�, Stairs 40 psf 10 psf - M.A.M. r �}.: ' P �. Guards and Handrails 200 psf lateral ' ZONING ANALYSIS - '" Job No. t.' - . Guard in-fill components 50 psf 1943 ROOFS 30 psf 15 psf P 0 1��� Zone: R-40 553a Pequash Avenue --I Sheet Title Lot Area = 20,270 s.f. (.047 acres) r�,, L h , i ALLOWABLE DEFLECTION : Table R301.7 0 �+ i Min. Required = 40,000 s.f. Structural Member Allowable Deflection � Cover `,,Sheet ri , i:>R�ct,a d •p Existing Yards: Rafters having slopes greater than 3/12 with no' L/180 c Proposed Living Space - Site Plan Required: finished ceiling attached to rafters. N Balcony (to be82e renovated) 48 s.f. Front = 50 ft Miro Porn? Interior Walls and Partitions H/180 (� ( ) - Project Data Side = 15 ft (min.) Floors and Plastered ceilings L/360 Side = 35 ft total All other Structural Members L/240 Rear = 50 ft. Exterior Walls with plaster or stucco finish H/360 a Proposed Sheet Number: Exterior Walls - wind loads with brittle finishes H/240 Second Floor Additions Exterior Walls - wind loads° with flexible finishes H/120 (427 s.f.) Lintels Supporting Masonry Veneer Walls L/600 ' Note L=Span Length, H=Span Height GENERAL CONDITIONS STEEL NOTES FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING _ # . .T_ .... ffl q 1. All work shall conform to the codes listed on the cover sheet. All codes 1. All Steel shall have a minimum Fb of 33,000 p.s.i. h. Fire blockingas required. 1. All exterior windows 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 and cladding 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 they are indicated on the plans or not. A992/A572 steel. Pipe 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 .4 a. Partitions must be constructed of minimum 2 x 4 studs spaced 16 o.c. 9 Y PP 9 independent laboratory, cnd bear a label identifying manufacturer, specific hazardous locations for the urooses of glazing: in accordance with UL 127. ,,,� 2. Contractor shall check and verify all dimensions, notes and conditions at the 3. All work shall conform to the latest A.I.S.C. specifications. of type lumber specified unless otherwise noted on plans. P y� yi 9 P � 4-q- \ performance characteristics and approved inspection agency to indicate Hearth Extensions. ' site before any construction work is started. The Contractor shall notify the b. 1f 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 and L�;, "I,,,,,,,' Architect u compliance with steelAAMand lab CSA 101 onto ming t Exterior side-hinged bifofd 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 A440 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. bshall be readily distinguishable from the surrounding floor area.el. 3. Glazing in all unframed swinging doors. Mi �""� h C-pa lca 1 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 doors shall be tested in accordance with either ASTM E 330 or y excavation. The utilities shown on the plans are an approximate location only. (min. fb=900, e = 1.5x10) Higher stress lumber such as s.y. pine, ect. may ANSI/DASMA 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 these plates, and studs. 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood a C r i niva- inspections, including obtaining the Certificate Of Occupancy (C.O.). p 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 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 sheet of thickness to match that of sheathing. 60 inches measured vertically above any standing or walking surface.published manufacturers recommendations to achieve the design pressure ELECTRICAL AL 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 Architct o Drawings are not to be scaled. 4. All wood subfloors shall be Y4" thick T&G subfloor with a minimum Nailing: by the fenestration 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 6. An deviation from the Architect's drawings must be submitted to the Architect span rating of 48 24, to be glued and nailed to joists. 1. All nailing shalt comply with nailing schedule in the 2015 International performance as demonstrated by accepted engineering practice. of the glazing is less than 60 inches above the floor or walking surface and 2014 National Electric Code, NFPA 70-2014 and the 2015 21 Main Street Stony Brook NY 11790 Y 9 P 9 / 9 9 P Y 9 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. 9 5. Emergency 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 hone. 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: p P q Y 9 P 9 every sleeping room and where noted on floor plans shall have not less than the plane of the door in a closed position. with chapters 34 thru 43 of the 2015 International Residential Code. during construction against damage, breakage, collapse, distortion and 1. All rafters and joists framing from opposite sides shall to at least six fax. 631 686-6786 misalignment according to applicable codes, standards and good practice. 6. All wood frame wall openings shall have minimum of single Jack stud plus J 9 PP P one operable emergency escape and rescue opening. Where basements contain 5.2. Where the glazing is on a wall perpendicular to the plane of the 3. Electrical work to be Fire Underwriters inspected and approved. i 9 9 PP 3 inches and be nailed together with min. 3 10d face nails. email. MMacrina@optonline.net single King stud posts at each end. ( ) 9 ( ) one or more sleeping rooms, an emergency escape and rescue opening shall door in a closed position and within 24 inches of the hinge side „ 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 required in each sleeping room. Emergency escape and resuce openings of an in-swinging door. 4. All electrical outlets in wet areas to be ground fault interrupter web. MMArchitectAlA.Com 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 '� 9 9 Y P9 9 joist hangers. shall open directly into a public way, or to a yard or court that opens to (G.F.I.) type. the proper execution and timely completion of the work. Contractor shall Jo and are 9 Exceptions: These plans are an instrument of service a public way. 5. Working clearance dimensions around electrical panel to be a the exclusive property of the architect. be responsible for all materials and equipment stored at the site. 1. Decorative glazing. » Infringements of the concepts and design ideas 8. When joist hangers & fasteners are in contact w/ pressure treated lumber, D RAFTSTO P P I N G / F I R E B LOCKING & minimum of 36 deep x 30 wide x 6'-6" high. presented on these drawings shall be prosecuted or exposed to the exterior use stainless steel or hot-dipped galvenized Exception: Basements used only to house mechanical equipment 2. Where there is an intervening wall or other permanent barrier to the fullest extent of the taw. Co 9. All contractors and their subcontractors shall carry ifor Pere that will protect joist hangers & fasteners only. FIRE PROTECTION P y 6. All electrical work to be performed b a local licensed electrician. Copyright 21)18: between the door and the glazing. P y Michael Macrina Architect, c All rights the Owner and Architect from claims from damages for personal injuries, not exceeding a total floor area of 200 square feet. p . g is reserved, „ 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 )¢ CDX plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per 9 9 the expressed written consent of the architect. and Vis" 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. 1. All bathroom receptacles are to have G.F.C.I. protection. 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted 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. 11. The Architect is not responsible for construction mecns, methods, techniques, When there is usable space both above and below the concealed space of a p 9 P 9 Drawing Status p p devices complying with ASTM F 2090 shall be permitted for use on windows 2. All garage & accessory building receptacles are to have G.F.C.I. protection. sequences, procedures of for the safety precautions and programs in otherwise on plan. floor/ceiling assembly, draftsto 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. intersecting walls if possible. concealed space into approx. equal areas. Where the assembly is enclosed by 12. Match all existing conditions as they relate to finishes, lighting, coursing, 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, 12. Laminated Veneer Lumber to have a min. of 2,650 (Flo) bending stress a floor membrane above and a ceiling membrane below draftstopping shall be 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 6 2 The the floorom edge of the glazing is less than 18 inches above 6. All kitchen receptacles that serve countertop surfaces shall have 9 to provide a complete job in all respects. I. protection. SSU 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening All la for 13. All shims under cellar girders to be steel only. 6.3. The top edge of the glazing is more than 36 inches above the 7. All laundry, utility and bar sink receptacles that are located within Eft. 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 by this section shall be obtained by the normal floor; and of the outside edge of the sink are to have G.F.C.I. protection. 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 �. .i",s 14. Contractor to obtain Owners or Architect's approval for all materials, finishes, Materials: 6.4 One or more walking surfaces are within 36 inches measured 8. Electricallyheated floors, h dromassa a bathtub, spa and hot tubS U u I I t I and equipment prior 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 horizontally and in a straight line, of the glazing. Y 9 P UCL. I I 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. locations are to 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 machine bolts with standard malleable iron washers or steel plate washers. parallel to the floor framing members unless otherwise approved by the opening of not less than 5 square feet. 1. Decorative glazing. shower stall are to have G.F.C.I protection. 16. These drawings are the property of the Architect and shall not be used building official. The integrity of all draftstops shall be maintained. without his consent. Drawings shall not be used for issuing of a binding Z. Steel plate washer sizes shall be as follows: 2. Where a horizontal rail is installed on the accessible side(s) of the Window Sill Height:Where a window is provided as the emergency escape and 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" Diem, bolts - 2-1/4" sq. x 5/16" Fire Blocking Required: P 9 Y P be capable of withstanding a horizontal load of 50 pounds per Locations. » „ rescue opening, it shall have a sill height of not more than 44 inches above P 9 P P 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 manufacturers 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 Dates 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 / 9 window well in accordance with Section R310.2.3. height of not less than 1 1/2 inches. outlets installed in kitchens, family rooms, dining rooms, living rooms, of any conflict between the plans and manufacturers specifications, stories, and between a top story and the roof space. Fireblocking shall be 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 Parlors, libraries, dens, bedrooms, sunrorn s, recreation rooms, closets, 1/24/19 Bid Set this project. Contractor shall be responsible for correction of an work that provided in wood frame construction in the following locations. 6. All exterior windows and doors occuring in hazardous locations as per Section panels where the bottom edge of the lass is 25 feet or more hallways, laundry areas and similar rooms or areas shall be protected by P J P Y Lag Bolts: R308.4 of the 2015 International Residential Code and indicated on floor lans P 9 9 a combination type arc-fault circuit interrupter installed to rovide 2/4/20 Issued for Construction prevents the correct installation of a specified product as shown on the P above grade, a roof, walking surface or other horizontal [within YP P P drawings. 1. All lag bolts where specified on plans shall be of structural grade steel. a. In concealed spaces of stud watts and partitions, including furred spaces are to have tempered glass. See glazing section of this sheet and section R308 45 degrees or horizontal] surface adjacent to the glass exterior. protection of the branch circuits. and parallel rows of studs or staggered studs; as follows: of the 2015 Internationa 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. - vertically at the ceiling and floor levels. 7. Glazing in guards and railings, including structural baluster panels and Single-and Multiple-Station Smoke Alarms. 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. All exterior 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 maximum 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 GUARDS 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. Altering Structural Members: c. In concealed spaces between stair stringers at the top and bottom of whirlpools, saunas, steam rooms, bathtubs, showers and indoor or Locations.(Section R314.3) Guards Required. In dwelling units, where the to of the sill of an operable window outdoor swimming pools where the bottom exposed edge of the glazing is Single and multiple-station smoke alarms shall be installed in 1. No structural member shall be omitted, notched, cut, blocked out or the run. Enclosed spaces under stairs shall have walls. under-stair surface 9 P p 9 P Porches, Balconies, Ramps, Stairs or Raised Floor Surfaces Located " opening is located less than 24 inches above the finish floor and less than 60 inches measured vertically above any standing or walking the following locations: „ relocated without prior approval by the Architect. Do not alter size of and any soffits protected on the enclosed side with a 1/2 gypsum board. P 9 9 More Than 30 above the Floor or Grade Below shall have Guards greater than 72 inches above the finish rade or other surface below surface shall be considered to be a hazardous location. This shall apply to members noted without approval of the Architect. 9 9 1. In each sleeping room. PP d. At openings around vents, pipes, ducts, cables and wires at ceilings and a single glazing and each pane in multiple glazing. not Less than 36" in Height. P 9 on the exterior of the building, the operable window shall comply with 2. Outside of each separate sleeping area in the immediate Built-up Beams: floor level, with an approved material to resist the free passage of flame one of following: Exceptions: Glazingthat is more than 60 inches measured horizontal) vicinityof the bedrooms. Open sides of stairs shall have guards not less than 34" in height and not 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber and products of combustion. p y more than 38" measured vertical) from the nosing of the treads. 1. operable windows with openings that will not allow a 4 inch diameter and in a straight line, from the water's edge of a bathtub, hot tub, 3. On each additional story of the dwelling, including basements No. Date Description . y 9 members shall be interconnected as follows: Pspa, 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 internal w 2 rows e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. sphere to pass through the opening where the opening is on its Guard Opening Limitations. " P 9 / or steam room. attics. In dwellings or dwelling units with split levels and without Project Required Guards on open sides of stairways, raised floor areas, 16D nails at 12 o.c. staggered. largest opened position. 99 f. Fireblocking of cornices of a two family dwelling is required at the line an intervening door between the adjacent levels, a smoke alarm balconies and orches shall have intermediate rails or ornamental b. Members greater than 9-1 4 in depth or multiple 3x members of dwelling unit separation. 9. Glazing adjacent to stairs, landings and ramps where the bottom exposed edge installed on the upper level shall suffice for the adjacent tower p 9 / P P 9 P 2. operable windows that are provided with window fall prevention devices PP J 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 provided that the lower level is less than one full story Proposed staggered to & bottom, 1-1 2 from edges. Materials: surface of stairways, landings between flights of stairs and ramps shall be below the upper level. diameter. 99 P / 9 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 considered to be a hazardous location. 4. Smoke alarms shall be installed not less than 3 feet horizontally Addition a n d Exception. members are to follow manufacture specifications that comply with section R312.2.2. from the door or opening of a bathroom that contains a bathtub 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, 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 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 1. Cutting of wood beams, fists and rafters shall be limited to cuts and bored one thickness of 23 32 inch wood structural panels or one thickness of Section R312.2.2(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. Alteration such a size that a sphere 6" cannot pass through. 9 10 / P 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 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. 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 individual dwelling unit the alarm devices shall be interconnected in HABITABLE SPACE member shall not exceed 1/4 the depth of the member. Holes bored or out control device allowing the window to fully open. shall not reduce the such a manner that the actuation of one alarm will activate all of the or minerial wool or glass fiber or other approved materials installed in such into joist shall not be closer than 2 inches to the tip or bottom of the opening net clear o enin area of the window unit to less than the area PLUMBING alarms in the individual dwelling unit. The alarm shall be clearly audible in For oasts and the diameter of the hole shall not exceed 1 3 the de th 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 j / p 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: 1 1 9 International Residential Code and local codes. Combination Detectors. 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 a Neil Horner R303 (light, ventilation, and heating) 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists p rmitted Pipes in Stud bearing Nails or Shear Nails: foot horizontal fireblocking in walls constructed using parallel rows of studs R304 (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 to be used in lieu of smoke alarms. 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. more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to Power Source. � Madeline R306 sanitation 2. Clothes dryer exhausts tem shall be discharged to the exterior. 3. Materials for water supply and distribution systems, per tables P2906.4, ( Bridging and Blocking: demostrate its ability to remain in place and to retard the spread of fire 9 The required smoke alarms shall receive their primary power from R307 (toilet, bath and shower spaces) 1. There shall be not less than one line of bridging when using dimensional and hotasses. 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, 9 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 International Residential Code. and when primary power is interrupted, shall receive power from a 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), battery. Wiring shall be permanent and without a disconnecting switch Sinclair FLASHING & CAULKING NOTES The bridging shall consist of not less than one ra three inch lumber Fire Protection of Floors of metal having a minimum thickness of 28 gage. The duct shall 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 metol bracing of equal rigidity. » be 4 nominal in diameter. q All floor assemblies are to be fire-reistance rated with a minimum of 1/2 5. All exterior hose bibbs are to be frost-proof type. shall be permitted to be battery 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 P YP 5530 PequaSh Avenue flooding,to areas 6. In 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 maximum length of a clothes dryer exhaust duct shall not exceed p g, drainage, waste and vent systems shall be Ciutch0 ue, NY vertical wall surfaces. Provide metal step flashing around aft 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.) g and similar openings or penetrations shall be permitted. The maximum 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 columnP P 45-degree bend and 5 ft. for each 90-degree bend. The maximum extend up vertically a minimum of 4" from the roof unless noted otherwise. with similar material. Exceptions: length of the exhaust duct does not include the transition duct. 7. In areas prone to flooding, vents shall be located at or above the 1. Carbon Monoxide are required . each level on which sleeping Jurisdiction design flood elevation. spaces are located, within 15ftof the sleeping area. 2. Flash, caulk and seal all junctions of new and existing roofs, walls and Plywood: 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. Suffolk Count 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, y "APA" 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, 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 � `" F HEATING, 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 P P P 9 Drawn B `"~4�. than 6 inches above the roof or 6" above the anticipated snow accumilation, Interconnection of Carbon Monoxide Alarms&Detectors: of framing members. complying with the following: P P Hearth Extension 8"for fireplace opening less than 6 sq.ft. p y' �A�C� '<Pe���:,Y Combustion Air each side of o en' 12"for fireplace opening greater than or whichever is greater. Where o roof is to be used for assembly, as a When more than one carbon monoxide alarm or detector is required to M.P. '%��' '' `Pr-`�, 4. The face grain of the plywood shall be laid at right angles to the joists ( P g) p p g g 9 y q !ref �; '���: Sold Fuel 3.1 Theaggregate area of the unprotected portions does not exceed 80 equal to 6 s ft. promenade, observation deck or sunbathing deck or for similar purposes, be installed within an individual dwelling unit or sleeping area, the .. '��' -�v__.- and trusses and parallel to the studs. P P q q' P 9 P P 9 P 9 r.. �A .-A Burningappliances shall be provided with combustion air in accordance with the alarm devices shall be interconnected in such a manner that the actuation Checked B *' a ;, _ pp p square feet per story. » open vent pipes shall terminate not less than 7 feet above the roof, y: I/; � ; 3' __ I appliance manufacturer's installation instructions. Oil-fire appliances shall be 5. Nails shall be placed 3/8" minimum from the edge of the sheets. Hearth Extension 16 for fireplace opening less than 6 sq.ft. 3.2 Fireblocking in accordance with Section R302.11.1 installed along the (front of opening) 20"for fireplace opening greater than or of one alarm will activate all of the alarms in the individual unit. I i �. <,r-`.�;• � z~ 4, 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 back round noise M.A.M. ;�� ,._.., perimeter of the unprotected portion to seperate the unprotected equal to 6 sq.ft. Y 9 �,a ,k,1 for 8d nails and 1 3/8" for 10d nails. � ��--� / portion from the remainder of the floor assembly. Vent extensions through a roof or wall, shall be not less than 3 inches in levels with all intervening doors closed. \ - __ Y t> Ducts Firebox Dimensions 20" min.firebox depth Job No. 'I 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 �• ff� .t, Duct Insulation 4. Wood floor assemblies using dimension lumber or structural composite � Y , �* Partitions: Thickness of 8' where firebrick lining is used 1 foot inside the thermal envelope of the building. Equipment. 1943 4 ; ®F- 0 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, R �/ ;. „� Wall of Firebox Carbon Monoxide alarms shall be listed labeled as complyingwith EM All other ducts shall be insulated to a minimum of R-6. 1. General: or other approved floor assemblies demonstrating equivalent fire " PP 9 q " 10. For trop sizes, see table P3201.7 on plumbing riser diagram U12034 or CSA 6.19. Carbon Monoxide detectors shall be listed and r a. Provide solid blocking at 4'-O" o.c. between the joist and first interior performance. Distance from top 8 min. Sheet Title,., ' �/,,,% Duct Sealing parallel joist at all gable walls. of Opening to Throat labeled as complying with UL2075 and shall meet the sensitivity testing / I All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be b. Splices of the top and bottom portion of double top plates must be Combustible Insulation Clearance DRYWALL NOTES and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, made substantially airtight by means of fastners, welds, tapes, mastics, gasketing Combustible insulation shall be se erated not less than 3 inches from detectors and alarm control units shall be installed in accordance r� staggered a minimum of 24". P Bathroom Walls&Ceilings: with the R.C.N.Y.S. and the manufacturers installation instructions. General dotes or other approved closure systems. recessed luminaires, fan motors and other heat-producing devices. ROOF VENTILATION Provide 1/2" mold & moisture resistant gypsum board by Gypsum' c. Joints in top plate need not occur over studs. Power Source. Code Exceptions Gold Bond Brand XP (purple board) or equal to all walls and ceilings, Duct Support d. Lap top plates at corners and intersections. Where heat-producing devices are listed for lesser clearances, Ventilation Required: including all bathroom walls and ceilings and any wet areas. All gypsum Carbon Monoxide alarms and detectors shall receive their primary power Building Metal ducts shall be supported by exceeding with feet gage metal straps or et gage e. plates shall not be less than 2 x nominal thickness. P 9 Endosed attics and enclosed rafter spaces formed where ceilings are applied directly 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 to the underside of roof rafters shall have cross ventilation for each seperate space using 'Pro-Form Brand XP Read Mix Joint Compound. All walls, ceilings, and source and shall be equipped with • Y P 9a battery backup system that Requirements cements Nonmetallic ducts shall be supported in accordance with the manufacturers f. Notching: 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 y 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 nonbearingpartitions shall be permitted to be notched to 1/4' maximum openings. disconnecting switch other than those required for over current protection. Duct Separation P Garage Walls&Ceilings: a depth not to exceed 40 percent of a single stud width. Refer to details ATTIC ACCESS Y / " m - 9YP 9 Ducts shall be installed with at least 4" separation from the earth except where for excessive notching studs. Provide one layer of 5 8 t e x sum wall board to all walls and ceilings they meet the requirements for underground duct systems. Drilling:An stud shall be permitted to be bored or drilled, provided An attic access shall be provided for an attic areas that exceed 30 s ware feet Minimum Area: of all garages and room enclosing heat producing equipment. Provide one Listings. Sheet Number: g' -g' y P p 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 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 9 P to garages. Tape and 3 coats spackle for a level 3 finish. Carbon monoxide alarms shall be listed in accordance with UL 2034. Ducts located in garages and ducts penetrating the walls or ceilings seperating the „ » the space ventilated. of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22 x30 and shall be located in a hallway or other readily accessible dwelling from the garage shall be constructed of a minimim No. Z6 gage sheet » _Typical(all other spaces): Combination Alarms. the edge of the stud, and the hole is not located in the some 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: „ Combination 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. „ Provide 1/2 gypsum board to all walls & ceilings not otherwise noted Where eave or cornice vents are installed, insulation a minimum of a 1 space shall be alternative to carbon monoxide alarms. Combination carbon monoxide/ drilled over 40 percent and up to 60 percent shall be doubled with not provided 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. ki�7 more than two successive doubled studs bored. Refer to details for of spackle minimum for a level 4 finish. excessive drilling of studs. Notes INSULATION SCHEDULE (thermal envelope) House Component (R) Value Thickness Type Barrier Sealing Detail Remarks 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 all leakage test shall not be required where ducts and �< 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, o, shall be weatherstripped and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope New Floor system assembly for R-30c 8" Fiberglass r yfi. �-•�*, �, BUILDING THERMAL ENVELOPE Awrittenreportoftheresultsofthetestshallbesignedbytheparty porch conversion Batts F , 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 conducting the test and provided to the code official. (ex.2"x10"floor joists) 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 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 L New Floor system assembly over R-30 9" Fiberglass 19. Building framing cavities shall not be used as ducts or plenums. 0 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 0 first floor addition Batts p 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 Systen piping insulation shall be capable of carrying fluids above 105'F _ (2"x10"floor joists) MiC� h �aE�hl 2.The interior design temperatures used for heating and cooling load 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 minimum of R-3 insulation. IL calculations shall be a maximum of 77 F for heating and a minimum Perimeter rim joist around R-21 3" Closed Cell 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 first floor 7 per 1" Spray Foam D zo-m C r a 9 P 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope requirements of Section M1507 of this code or the International Mechanical Code, Perimeter rim " 10.Air Leakage. The building thermal envelope shall be constructed to limit joist around R-21 3 Closed Cell 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 second floor 7 per 1" Spray Foam C �r�-�^� air leakage.The sealing methods between dissimilar materials shall allow shall be sealed to limit air leakage between conditioned and unconditioned spaces.All p y Alk® V h it o C� the manufacturer's instructions and the 2015 International Residential 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 exhausts shall have automatic or gravity dampers that close when the ventilation and the 2015 International Energy and Conservation Code. system is not operating. insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 ata 1.57 psf New Exterior R-243-1/2" Closed Cell C/D 21 Main Street Ston Brook NY 11790 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk Walls(2"x4") 7 per 1" Spray Foam y and posted on a wall in the space where the furnace is located, 22.Equipment Sizing. Heating and cooling equipment shall be sized in accordance with p p between the housing and the interior wall or ceiling covering. space around exterior window/ 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 required a utility room or an approved location inside the building. N door jambs phone. 631 686-6585 Where located on an electrical panel, the certificate shall not 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 _ fax. 631 686-6786 3 through 8.Testing shall be conducted in accordance with ASTM E 779 or ASTM 15.Programmable thermostat. The thermostat controlling the primary heating or cooling replacement heating and cooling equipment shall have an efficiency rating equal to R-21 3" Closed Cell cover n obstruct the visibility it the circuit directory label,service E 1827 and reported at pressure of 0.2 inches w. 50 Pascals).Where required system of the dwelling unit shall be capable of controlling the heating and cooling or greater than the minimum required b federal law for thegeographic location cellar walls 7 per 1" Spray Foam E email. MMacrina@optonline.net disconnect label or other required labels.The certificate shall list the P P g• ( } 4 9 P 9 g g g q Y � y by the code official,testing shall be conducted by an approved third party.A system on a daily schedule to maintain different temperatures set points at different where the equipment is installed. Roxul web. MMArchitectAIA.com predominant R-values of insulation installed in or on ceiling/roof,walls all interior walls 3-1/2" 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 Mineral Wool for sound attenuation mese plans are an instrument of service and are foundation(slab, basement wall, crawl space wall and/or floor)and ducts outside conditioned spaces; U-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 Manual J& S is required for any new or replaced heating or cooling equipment the exclusive property of the architect. gats coefficient conditioned spa 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 Infringements of the concepts and design ideas presented on these drawings shall be prosecuted heating temperature set point no higher than 70 F and a cooling temperature set to the fullest extent of the law. copyright 2018: duct system and building envelope air leakage testing done on the 23. Li htin . Not less tian 75 percent of the lamps in permanently installed lighting Michael Mocrina Architect, pc. All rights reserved, During Testis point no lower than 78 F. no art of the building.Where there is more than one value for each component,the 9 9� fixtures shall be high-efficacy lamps or not less than 75 percent of the Locate ceiling insulation in roof p plans may be reproduced without 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 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a 6" Closed Cell permanently installed lighting fixtures shall contain only high-efficacy lamps. rafters for an unvented R-42 the expressed written consent of the architect. shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. N conditioned attic(hot roof design) 7 per 1" Spray Foam A/B minimum of R-8.All other ducts shall be insulated to a minimum of R-6. Exception:Low-voltage lighting. 0) P Y heating equpiment.Where a gas-fired unvented room heater,electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall C Drawing Status furnace,or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. 17,Duct Sealing. All ducts,air handlers and filter boxes shall be sealed.Joints and 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, "baseboard electric heater", as appropriate.An efficiency shall not be 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, asketin or other approved closures stems. U listed for gas-fired unvented room heaters, electric furnaces or electric shall be closed and sealed, g g PP Y Recommended Testing Agency: baseboard heaters. 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 Integrity Home Energy Assessments: (631)325-4006 7, Insulation and Fenestration Requirement by Component. turned off. following methods: 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 Window/ Door Type (U) Factor S.H.G.C. Remarks Issue f 9 9 8. Eave Baffle. For air-permeable insulations in vented attics,a baffle shall fully open. 0.1 inch w.g.across the system, including the manufacturer's air handler i 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 0 Double Hung Windows 0.30 0.30 CLA s r 011 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers otherwise sealed Burin the test. 0 opening equal or greater than the size of the vent.The baffle shall 9 or doors, and outdoor combustion air.Where using tight-fitting doors on extend over the top of the attic insulation.The baffle shall be permitted factory-built fireplaces listed and labeled in accordance with UL 127,the 2. Postconstruction test: Total leakage shall be measured with a pressure differential 0 Casement Windows 0.30 0.30 to be any solid material. of 0.1 inch w. across the entire system, including the manufacturer's air **Ndoors shall be tested and listed for the fireplace.Where using tight-fitting g• y g doors on masonry fireplaces, the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. N Awning Windows 0.30 0.30 accordance with UL 907. 3 0 Hinged Doors 0.30 0.30 Dates TYPICAL I N S U LAT I O N DETAILS C Sliding Doors 3 0.30 0.30 1/24/19 Bid Set Skylights N/A N/A 2/4/20 Issued for Construction typical vaulted ceiling insulation typical vaulted ceiling insulation } (see insulation schedule) (see insulation schedule) ' Notes: - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. 1/2"rigid insulation - See Typical Insulation Details' same sheet or plywood backer j.; ;" 1/2"rigid insulation between each rafter plywood backer between each rafter Air Barrier and Insulation Installation Schedule Table N1102.4.1.1 (402.4.1.1) `< :;: {<: `•' : :. `;: ;:::: >' ::,. ;':.: > typical siding Component Air Barrier Criteria Insulation Installation Criteria " typical exterior wall { A continuous air barrier shall be installed in the building envelope. Air--permeable insulation shall not be used as a No. Date Description r.. ` insulation 9 P P second floor (see insulation schedule) The exterior thermal envelope contains a continuous air barrier. sealing material. General Requirements P Project Breaks or joints in the air barrier shall be sealed. plywood sheathing The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be Proposed .-;.. the insulation and any gaps in the air barrier sealed. aligned with air barrier. r; typical rimjoist Ceiling/Attic Addition and insulation Access openings, dropdown stairs or knee wall doors to (see insulation schedule) unconditioned attic spaces shall be sealed. The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be Alteration typical exterior wall typical exterior wall insulation - :-- ;Ij typical siding insulation -{> typical siding ti be sealed. insulated by completely filling the cavity with a material having (see insulation schedule) ``' (see insulation schedule) ` "'' The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. %< ;;>::. ;, ' typic nlexteriosulat onr wall Walls exterior walls shall be sealed. For (see insulation schedule) Exterior thermal envelope insulation for framed walls shall be Knee walls shall be sealed. >s ! installed in substantial contact and continuous alignment with 1 plywood sheathing plywood sheathing r=' , 9 P Yw 9 The junction of every stud, top plate&shoe plate to exterior sheathing the air barrier. shall be continuously sealed Ilk 114eil H Windows, skylights The space between window/door jambs and framing,and Typical Vaulted Ceiling Typical Flat Ceiling Typical Second Floor and doors skylights and framing shall be sealed. Madeline Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. & Insulation D eta i I Insulation Detail Insulation Detail The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain exposed edge of insulation. Sinclair •• _ •_ •• Floors P g permanent contact with the underside of subfloor decking,or 1 -1/2" = 1 '-O'• 1-1/2" = 1 '-O'• 1 -1/2 1 O including above garage and floor framing cavity insulation shall be permitted to be in contact cantilevered floors with the top side of sheathing,or continuous insulation installed 5530 Pequash Avenue on the underside of floor framing;and extends from the bottom to ClltCllO NY the top of all perimeter floor framing members. gUe ? : Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation,insulation Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction t overlapping joints taped. space walls. ` Town of Southold y `'`r'" Shafts, penetrations Duct shafts, utility penetrations,and flue shafts opening ' ;' typical exterior wall P p.c.foundation wall . „ YP to exterior or unconditioned s ace shall be sealed. insulation Suffolk County. P t ical exterior wall r YP (see insulation schedule) typical siding Batts in narrow cavities shall be cut to fit,or narrow insulation " YP g cavities shall be filled b insulation that on i;:; ? <:, (see insulation schedule) 4,. ,;; Narrow Cavities Y typical siding : -., typical exterior wall installation readily conforms to the available cavity insulation Drawn 6 see insulation schedule) space. ( Y first floor plywood sheathing M.P. Air sealing shall be provided between the garage 4 d t first floor plywood sheathing _ I, 1 Garage Separation and conditioned spaces. ` C�' t n " rS'� �1, " Checked By: Recessed light fixtures installed in the buildingRecessed light fixtures installed in the building thermal 4' S -: Recessed lighting M.A.M. thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. E- .-¢ typical rimjoist insulation Batt insulation shall be cut neat) to fit around wiring and plumbing typical rimjoist Y 9 P g Job No. > 4;o y 3i t ,t,{ (see insulation schedule) Plumbing and wiring in exterior walls, or insulation that on installation readily conforms � insulation - ` (see insulation schedule) to available space shall extend behind piping and wiring. 1943 The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and y P poured concrete slab typical floor Shower/tub on exterior wall tubs shall se erate them from the showers and tubs. tubs shall be insulated. Sheet Title insulation (see insulation schedule) Electrical/phone box on The air barrier shall be installed behind electrical or communication Energy Notes exterior walls boxes or boxes shall be installed. } '~' grade HVAC register boots that penetrate building thermal envelope - Insulation Seh■ r:,;. .. HVAC register boots grade shall be sealed to the subfloor or drywall. When required to be sealed, concealed fire sprinklers shall only be - Insulation DetaiIS sealed in a manner that is recommended by the manufacturer. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids Typical First Floor Typical Cellar Walls Porch Conversion between fire sprinkler cover plates and walls or ceilings. Insulation Detail A Insulation Detail Insulation Detail Sheet Number : 1-1/2" = 1 '-O'• 1 -1/2" = 1 '-O" 1-1/2" = 1 '-O" IN iproposed-) 1 outdoor ( shower ( Mi � h E M za 1 I c,%, F—i a �_ /krchitoct -----------— --~r=====___ ==_vT-------- ---------_LG_____________1L____ 21 Main Street Stony Brook NY 11790 I I 1 1 ' = phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net I' G 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 load bearing wall temporarily to the fullest extent of the low. Copyright 2018: q I IF support prior to removal Michael Macrina Architect, pc. All rights reserved, no part of theexpressed written colans nrreproduced without sentothe a chitec the . Existing 1 � I 1 I uro osed g ncovered Living Drawing Status deck addition Room Existing I I I 1 I 1 Crawl Space E existing beam I to remain IssueO i' ' i"" I 1 ulonst ,. e',, Viii ! 1 � i i___________i i II -----=------------t =---------------- ------=---- ---� ❑!�IIII 1 1 I; ; i. I `� , I'll i i i ; I Ilii l load bearing wall temporarily 1 \ Ilii L ; support prior to removal ;`E-'" L ; ?�j illi _ ;� ``,,y�; ' ; ' -----------; Existing ❑ 1 1 1 L 1 QCT 1' - ;;r-------, Laundry oom A I F_ r--TCC=--= __' _--_..------- --- �T--r- ' - ' ' \ +iii 1 Xils Ing I i 111 I 1 I'll T�- - - - - - - -+----- / \ 1 1 1 I 1 111 I 1 -----_w__---- �G�GTTJ T_I_L I����l rC.-C�TJ J_lJ --__------1�==== , , I)II ll �\ 1 , 111 III ■ \ 1111 1 ;� I FF] ' , 1 1 11-------- ` I �.-___T1__________� --1----J'----------1 I Dates I//ji- 1111 I III existing boiler and 1 1/24/19 Bid Set existing central r________, HWH to be removed k - > �- A vac to be F ; and replaced --- --- \_ ' 1111 1 11 1 ; __ 1111 111 Issued or Construction relocated ❑F,, with new illi , J---------- 4, I - � F--, L---------- ---------------- Exists ----- g ♦♦ ' 1111 ... 111 I l J L_� 1 ---------- Existing 1111 ng f�" ' 1 I I 1I I I I I ----- 1 Unfinished �: . k � F A Dining n 11 i ll i H ' ACellar I I 11;1 I F+ � - J ' , ; 11 it 1 1 11;1 Room 1111 • III '� 1 e I a r — — —--�--— — 1111 1 ; ; I77Z72_.e J Existing iii � ,----_____-' Crawl Space - -; ; ���-- ♦'��� % �`�=� � -' �,�' ; i p F F l —LJ iiii I l I 1 k4 existing girder LI Contractor to confirm if this 111; I I ❑ i load bearing wall temporarily ; I space is a crawl space ora B B existing column to remain' ' I;1' l 1 ; support prior to removal ii!l to be re laced slab on grade and consult k� --------------------------------------- ------------- --------------- N Date 1111 i 1 ---, `,�1__ _____ I ;;II ❑ o. a e Description ----------------- with Architect with findings. -existing !{ _ - - - _ - __ _- _ gas meter ilii Or' _ ;uI.1 IIF--------------- ------------�----------------------- ; ; Project . H rr- ------ I I + ♦ i' 1 1 11 I ❑ Existing o e �� ' ; '~1 !% N i F/ ------------ Bedroom #1 % I F__ _ J ' A Proposed 1 1 1111 �•� '� � I `-'__- -J.=-,; , ; I rT__../� �1 q ;r--------------- 1111 1 ____T______ -___ r________________________J 1 __---__ v I II I + 1 1 1 I 1•_______ J 1 1 D r------~----- 1111 . jh i ` J-------------------- 111 ------------ I ---------- 11 i t . � ., I �___ Addition and _______ -__ kExlstln F Existing 41 A - A l.1; g 'F' A Exi sti n F g 11IF- Screen ----------- • 1 E if space is _ H 1'11 " Alteration �_________-__ Foyer !I liil ' l 11 ,y't_------__----_ a crawl space Ti Porch l n _ --' Itc en iii - - ' • '111 ' iii d; r � `� `�-------------- k� i m - sL- ------------- relocate I I electric meter ; 1 for new window I r I � 1 1 1111 -' • ; 1 1 1 ,I 1 1 I 1 1 [---- 1 1 , 1 I E 1 n / , 1 existing 200 amp + --=___�------ -;-_�_= z------------------------------I-====___ ----�11 II ;, r�i . ; l 1 For iN -- electric panel ---- --- M I I ;; 1 F- 1 I I , l 1 1 1 1111 � � � ` + 1 I ; ' '; i o I I 1 1 IIII 1 1 I 1 1 i i I I nH ---------------------------- 1 ; and subpanels p 1111 .. �• � IF ; `i 1 I ' 1 ----- ------------------ 1 �i _ - - -------------- - ---------- - - - - • _____—__ _____—___ __ lIIlC7TT -------------------------- _______�, ____________ ------ _ Horner 1 I 1 }i - - - - proposedproposed existing I pa 1I existing well tank addition i " addition ur� IC --to remain roposed - - - - - - II Madeline 11 I'I window well I First Floor Demo Plan 11 II; Sinclair plan north 5530 Pequash Avenue Cutchogue Cellar Demo Plan ❑ ;-=;; Ili, ' � 1 , NY 1/4 = if-o" plan north Jurisdiction Town of Southold Legend Demolition Notes Drawing Reference Notes Suffolk County 1. Demolition work shall be done in strict conformance with local, state and Existing To Be Removed =_____:___= federal regulations, including all permits and utility cut-offs. g g p y existing F.J. to remain remove existing bay completely Drawn By: Existing Walls to Remain 2. The Contractor shall of all times provide protection against weatherM.P. , Y ° (rain, wind, storms, frost or heat) so as to maintain all work, materials FB_1 existing column to be removed. ;- > f, Temporarily support structure above L remove existing landing completely Existing load bearing IIIIIIl equipment and fixtures free from damages. Repair any damage to Checked B prior to removal y c,► .;,, ,s .t',, .�^. „a� wall to be removed property of the Owner/Client which is to remain in use, or that of any remove existing kitchen cabinets M.A.M. i°,✓ T,'� • ;Z �, r (temporarily support structure person, or persons on or off the site caused by the demolition work and appliances above prior to removal) without additional expense to the owner, l� existing low beam to be removed Pp g, . �-JJob No. ` -� and replaced support structure Qt*, 3. Provide all necessary temporary supports as may be required to shore all structure above prior to removal ( existing structural post to be removed, ,r 03llL I'_J temporarily support structure ' , Area to be removed existingstructures prior to the installation of new structural elements 1943 J 0f Uri P above prior to removal /" - a. existing staircase to be removed and required by the demolition work shown hereon. nD replaced e / remove existing structure completely Sheet Titld Area of new addition r-----� 4. Any and all conditions not shown hereon and uncovered in the field shall be 19 as shown down to existing first floor brought to the attention of the Architect immediately, prior to an action E saw cut foundation wall to remove partial floor joists ,, �� J P y ❑ section for ne door/window opening IDe m o Plan s F involving same. see floor plan) � existing ceiling joists to remain 5. All existing elements to remain, shall be protected during demolition. remove existing window/door/skylight �' Cellar 6. All existing ductwork, electrical equipment, etc. in areas to be demolished �Q remove existing boiler flue shall be protected and relocated as required according to field conditions. (� existing C.J. to be removed. temporarily Drywall, Insulation and L=,J support R.R.above prior to removal - First Floor 7. Provide dust-tight partitions between areas where demolition � existing roof rafters to remain Finish Flooring Note work is being performed and areas which are finished or in use. r} remove existing framed walls as shown �'_� (see floor plans) existing roof rafters to be removed L� Contractor to remove all drywall, NOTE remove existing w.m./dryer as required for new addition Sheet Number: insulation and finish flooring remove existing porch columns and throughout entire home All board and batten siding to remain. remove existing plumbing fixtures T roof structure completely necessary due to rot damage. and replaced including the finished cellar Contractor to remove and replace if existing porch to be removed completely �.. :. C MI;ac,.- rina 17 Axichibect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 Attic fax. 631 686-6786 email. MMacrina@optonline.net E web. MMArchitectAIA.com T o These plans are an instrument of service and are 72 the exclusive property of the architect. o Infringements of the concepts and design ideas -0 presented on these drawings shall be prosecuted aN to the fullest extent of the law. Copyright 2018: existing roof rn existing roof Michael Macrina Architect, pc. All rights reserved, v Note. to remain to remain no part of the plans may be reproduced without the expressed written consent of the architect. All roof shingles are to be Drawing Status : r--------, I _____-- removed and replaced. I --__ Existing ; , ❑ 1 � 1 { `� r �1 i ' `��-__ _- �' Bathrm. 1 � 777 7----7777-- �-------------------7777-- �-----------7777- r� ' - - -7--7-7--7-7--------7--7-7-7--7-7- Issue . i____________________________ , n - E �U C 0 11 I ` J existing Valle remove partial roof as rafter to be 1 1 H 1 1 1 , required for new addition removed a III 11 I F 1 II 11 1 11 � Exist' I �.,, i �,�-, , , � /� ,,,�----� ; ; Hall Ile + .I. 9 '- I ; / --7777-� \� / ' ' ---7777-- I Dates l ' ------- 1/24/19 Bid Set Roof 1.1 Deck AA 1 1 1 I I I,' I I JV I I - LA (� � li��` �°� 2/4/20 Issued for Construction '�? I I F 11 , Existing L----------11 ! li I lii . ------ _______ proposed Q II ; r- -- ----7777-- 7777-- "—'' ti i Bedroom #2 + balcony7777— ---_-_--1 P existing ridge board to remain Existing < < Existing ---------------- Existing -_-- _ -- 1! I I '�' { _ cut back existing roof cut back existin roof II 1 1 1 1 1„1 1 Bedroom #3 , , Storage , existing --.,, 1 1 rafters fters to new flush clg. rafters to new flush clg. rafters t new G cut back lfluush cg. t------- ------- 'I I header below typical header below t closet YP typical header below typical for all new dormer for all new dormer for all new dormer gables(see detail 1 gables see detail 1 9 gables see detail 1 111 I I ` I 17777- 7777 ---7777-s sheet A5.2) sheet A5.2) - sheet A5.2) proposed _ ! I i 1------- ------- r-_------------------- ------------------�------------- ' ; 1 1 1 1 1 r----------------7777”, _ I I addition I ; I I I I I I I , , , No. F-7777-- -------- Ri s i ;' i Date Description /�I ; �-7777-- -7777-- , � , «1...___... - R I ; ; ; - , remove partial roof as. ;; ______ ______ move partial roof as remove partial roof as Project . " j , { ; ; ; i required for new addition , i re mo ------------ ---------------7777-- __ ------- ---------------- - --------------------------7777-- required for new addition r new ition ---------7777--_7777-- -7777-- 7777- 7777 -------7777-- i , , 1 , ----------------------------------------- - -----7777-_ - _ - ---�.�__ �z ----- --------,a.- f requi ed or add" I I ` additionPrposed— \ Proposed proposed------,, addition addition i i s I Proposed A__ __/ , , , ��\ I I , - - Y _+/ 1�- L-`-�-------77777777-J - I . , . , L--- --�------------'-=J Addition a n d .� I �� , art---=---------=--- ---=--------=---=-----------------=--- { u `-------------------------------------------------—----7777 ._ i I `� ------ I i -� - - - �`-------�7777-- --- A I t e rat i o n s For I T I . I Neil Horner .second Floor Demo Plan 1/4 t._,; Madelineplan north I.__��----�--�_�._�___�____w__. --_-�---- ,�-_7777-- Roof Demo Plan Sinclair 1/4" = 1 '-o" 5530 Pequash Avenue plan north Cutchogue, NY Jurisdiction Town of Southold Legend Demolition Notes Drawing Reference Notes Suffolk County Existing To Be Removed _______________ 1. Demolition work shall be done in strict conformance with local, state and federal regulations, including all permits and utility cut-offs. El existing F.J.to remain t •_I remove existing bay completely Drawn By: -.. Existing Walls to Remain 2. The Contractor shall at all times Provide protection against weather M.P. (rain, wind, storms, frost or heat) so as to maintain all work, materials existing column to be removed. L=! remove existing landing *"�`' Temporarily support structure above L g g completely y � ,, t�. Existing load bearing ll111II equipment and fixtures free from damages. Repair any damage to Checked B -�� wall to be removed property of the Owner Client which i prior to removal Y Is to remain m use, or that of an CID - . P P Y 1 Y �rf support structure person, or persons on or off the site caused b the demolition work M remove existing kitchen cabinets M.A.M. r' = (temporarily PP P P Y anda appliances above prior to removal) without additional expense to the owner. C existing low beam to be removed PP and replaced support structure Job No. 3. Provide all necessary temporary supports as may be required to shore all structure above prior to removal I� existing structural post to be removed, Area to be removed L'=J temporarily support structure 1943 existing structures prior to the installation of new structural elements above prior to removal ii ®P existing staircase to be removed and required by the demolition work shown hereon. replaced f, , � remove existing structure completely Sheet Title Area of new addition I-------� 4. Any and all conditions not shown hereon and uncovered in the field shall be 1.J as shown down to existing first floor 1 saw cut foundation wall to remove partial floor joists Demo ��I n S brought to the attention of the Architect immediately, prior to any action FE] sectionfor new door/window opening r­lr__.I involving same. (see floor plan) FP existing ceiling joists to remain 5. All existing elements to remain, shall be protected during demolition. - Second Floor F remove existing window/door/skylight 6. All existing ductwork, electrical equipment, etc. in areas to be demolished remove existing boiler flue Drywall, Insulation and shall be protected and relocated as required according to field conditions. 17-7-1�I.=J support R.R.above prior to removal existing C.J.to be removed. temporarily - Roof � 7. Provide dust-tight partitions between areas where demolition IRI existing roof rafters to remain Finish Flooring Note work is being performed and areas which are finished or in use. (� remove existing framed walls as shown `�' �) (see floor plans) existing roof rafters to be removed Contractor to remove all drywall, NOTE remove existing w.m./dryer El as required for new addition Sheet Number : insulation and finish flooring T remove existing porch columns and throughout entire home All board and batten siding to remain. remove existing plumbing fixtures roof structure completely including the finished cellar Contractor to remove and replace if necessary due to rot damage. existing porch to be removed completely [�u and replaced PAO I NOTES PLAN KEY NOTES 1. See sheet G-2 for insulation specifications. D Custom shower with: . -Custom tempered glass enclosure. 2. Install all smoke detectors throughout home -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane as required by the 2015 I RC, sect. R314 and over thin set mortar over Schluter-Kerdi pre-stoped shower tray over thinset mortar over plywood subfloor to be installed by manufactures noted on sheet G-1. specs or other approved waterproof pan system 3. Install all carbon monoxide detectors throughout -triple 2"x4"curb -Secure the water supply riser from the shower home as required by the 2015 IFC, sect. 915 and valve to the shower head to the permanent structure. noted on sheet G-1. -Shower to be equipped w/pressure balance control valves. -El r n -a -Surround to be tile over 1/2"cement bd. / f� �------------ -Shower seat(16"tall x 16"deep where shown on plans) I I /krchitE) ct 36"wide x 24"deep x 36"tall vanity with 1"filler • counter top to be selected by owner 21 Main Street Stony Brook NY 11790 I I I I I I phone. 631 686-6585 fax. 631 686-6786 Exterior Door/Window Schedule email. MMacrinaQaoptonline.net A B i i web. MMArchitectAIA.com A5.1 A5.1 I I Model # Remarks These plans are an instrument of service and are I I the exclusive property of the architect. I I Infringements of the concepts and design Ideas Cellar Level presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2018: O Michael Macrina Architect, pc. All rights reserved, C01 TW210410 egress no part of the plans may be reproduced without ---------------------___ the expressed written consent of the architect. I ------------------------- ---------------------------------------------------- 1 02 TW210410 egress i I �--------------- ----------------- ----------------- ----------------�-- Drawing Status CO3 TW210410 1 egress 23 D D Exterior Door/Window Specifications existing A5.1 � �• P1ef All windows and exterior doors are to beIss '..' eU. r 'Andersen'400-Series with the following specifications: -LoE insulated glass - Insect screens 1 , i � - Exterior color to be white Uonstruction calor to be selected) = I - Full divided lite with spacer _ re-finish white interior N Existing bar as per elevations p 1 N Crawl I Space I 1 � I existing pier FLOOR PLAN LEGEND Dates : I God' 1/24/19 Bid Set STRUCTURAL POST ® 2/4/20 Issued for Construction min.(2)2x6 unless noted i i i C otherwise on plans C A5.1 NEW FRAMED WALLS '' � I I I� � existing TALLER/LOWER WALL = or i = crawl space IN (refer to sections) I I , � access ABOVE SUBFLOOR A.S.F. d`" 1 1 V/ _ °'I I Hall new new 80 gal. indirect hot 1 ( electric wall mounted co � I 36"x80"00 water storage tank. SOFFIT / WALL CABINET ABOVE ABOVE " ductless heat pump =X o N I 1 1„ 1" MFR:Turbo-max _ _� 4 for basement M 0 1 132 48" 32\ 20" t8'-7" No. Date Description 25'-11�" saddle TECO = INSTALL SIMPSON STRONG p custom built new gas fired direct TIE JOIST HANGER crawl access - g vent, modulating,ew H Project ■ New doors 8" \ condensing boiler EXHAUST FAN EF 1 Recreation New O Go MFR: Peerless (min. 100 cfm to be vented to exterior) Bathrm l ; + existing low beam_-- Proposed Room locate wall under #4 ______ ---------- Required Hold Down ex.dropped landing 30"x80" b 1 Location(see detail) ® ■ new vinyl lank flooring = °I o existing Addition a n d Y P g above to hide dropped framing --� 2 F 1 1 2" +7-7 i �---- do -a) U P Clg. � °O t38"t „ 72" f00—1"— t Alteration _____--___ Existing = existing 1 new Tile floorove r--------- g Crawl •a+N closet electric radiant I r----------------- �N -I N m floor warming F ------------- Space N new low beam(see structural plan) ------- ____ existing low beam— existing with new Saddle to be Door For --- ■— --- --------------------- ----------------------.r— \—RIR___ _____________________ _____________________ C— _------ _e gas meterselected Max.slope of 1:2 ooh------------ P.T.stair to R/R column box col. „ �., match existing Tile Fir. o Slab 1 _/ 5� ih E ------- t6'-0" +T-T a: Wood Fir. Neil H 1 --- -------- Clg. new I 1 2"x4" " air handler mud base new 36 ±6'-10 clg.in existing on a tall railing o, --- ------ -� bathroom th ex. ropped & Madeline "' beams =+N Existing �' Blocking I o R/R staircase _ _ ------ -�- _ c 1 1 1 1 r 3 2"x4"on the flat , Unfinished T . Saddle DetailSinclair I crawl space r_ with 1Y"closed cell I S.D. new new = access panel " 30"x80" l new 0 spray foam along Cellar i 1 30'x80 i0 _ this wall 3" = 1 '-o" (2)2"x6' O.M. , landing 5530 Pequash Avenue I I — 1„ posts Dn.; r) 42 1R existing 200 amp 1 1 13'_5^ g'-1" 41 f14'-6i" electric panel Cutehogue, NY ---------- C14�, and subpanels 1 I5'-9" ►�' I ----------------- -- L------------------- ' . 4Jurisdiction „ new cl. '+r C01 CO2 CO310'-0" floor joists floor joists 41n41" existing central vac existing Town of Southold • •r - 7.1 2 tank to be relocated well tank _KN i Contractor to have all f 5l8" sum board new 1 �+ 2"x4" 1 new pipes ran through gYP Suffolk County , P P g finished ceiling 5/8'gypsum board window well on the house for one outlet 1flat i per floor, centrally located7F finished ceiling I • �• - •••• 1 1 continuous flreblocking Drawn By: F'e+ ( ) M.P. LADDER NOTE i 1 insulation see schedule " Vp 2 x4 or 2"x6" A > C ' �_ 1/2"mold resistant gypsum " ° �>.�'' a Steel or alum. ladder to be --------------- -------------- " " o, studs at 16 oc Checked B :r j p ravel floor 1n well f---------------- -i painted and secured to >. a� (see plan) wallboard (purple board Y� g Note to General Contractor. ) °.Y � � p found'n wall with a min. L---------------------------------- 2"x4"studs at 16"oc i� M.A.M. asr per sect.R310.2.3.2 inside width of 12", shall proper 9 a min.of 3"from of the IRC " - Job No. project After the demolition of existing basement 4� (typical) �, ,. .., .�.�.,..��, wall and shall be spaced the general contractor shall inspect all 1/2 mold resistant 1943 a min.of 18"oc verticallyp 1 air space to stud gypsum -- A for full height of well as per B foundation walls for any cracks and potential (unless otherwise ; wall board (purple board) A5.1 sect. R310.2.3.1 of the IRC A5.1 noted on plan} Sheet Title leaks before any new basement construction y concrete ` commences. Consult Architect of the findings foundation wall concrete to discuss potential remediation. concrete slab floor sellar Plan floor Proposed Cellar Plan Sf►flooring 1/4" = 1 •—o" plan north r Typical Exterior Typical Interior Sheet Number : Cellar Wall Detail Cellar Wall Detail 1/2" = if—O.. 1/2" A B Interior Door Specifications Exterior Door/Window Schedule PLAN KEY NOTES A5.1 A5.1 Custom Shower with: All interior doors are to be Tru-style'unless noted otherwise Model # Remarks -Custom tempered glass enclosure. ,. -Model:TS5000 -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane - Material:MDF First Floor ±55'-6" " over thin set mortar over Schluter-Kerdi pre-sloped shower tray over � � �"" '^�, " -Thickness: 1-314 thinset mortar over plywood subfloor to be installed by manufactures -Panel:flat 101 TW210410 specs or other approved waterproof pan system ±30'-6" ±25'-0" -Sticking:traditional -triple 2"x4"curb -Jambs: 3/4" -Secure the water supply riser from the shower o ±9'-11" 5'-2" ±9'-11" - Hinges:to be selected 102 TW210410 valve to the shower head to the permanent structure. IM i c •(3 hinges per door) -Shower to be equipped w/pressure balance control valves. C i 0 4-11 4-11 " 103 TW210410 -Surround to be the over 1/2"cement bd. I\A Iia r c' of post 6,of post see -Shower seat 16"tall x 16"dee where shown on plans) !�� itek TW210410 ( P P ) Iq w stct epping - - --_-_---- 5 „ � Free Standing Bathtub: 3 to ing - - _______ /x4 mahogany 105 TW210410 I=� -30"x60"tub to be selected 21 Main Street Stony Brook NY 11790 � decking with stainless steel ca -- -- hidden fasteners 36"x80"door with 66"wide x 24"dee x 36"tall vanity with 1"filler one side phone. 631 686-6585 - 0°x80 18"x80"sidelites temp.glass P Y -- I mulled to door counter top to be selected by owner fax. 631 686-6786 — ---- ---- ----- - 00 °' email. MMacrina@optonline.net - - - -- - N 107 60"wide x 24"deep x 36"tall vanity with filler each side web. MMArchitectAIA.com -new D counter top to be selected by owner — -Outdoor---= These plans are an instrument of service and are typical stud align shower __=shower the exclusive property of the architect. with chimney108 Infringements of the concepts and design ideas -- (1) 14' deep shelf set 68 above finished floor pocket detail both Sides -------- -- --- E� presented on these drawings shall be prosecuted 4 m Typical Door Elevation and metal rod set 2"below shelf to the fullest extent of the law. Copyright 2018: Michael Macrina Architect, pc. All rights reserved, = O N down 3RF . . g no part of the plans may be reproduced without N a= ±6"each 120 \ 119 g N 118 \ 117> 109 TW210410 egress t existing the expressed written consent of the architect. --------------------------- ------------------------------------------------------------ ---------------------------------------------------- Ar=� ce ste p T Z (' ° 110 TW210410 egress 1 ;------ --------------------------- -- ----------- --- ---- --- ------------------------------------- ---------------------------------------------------- I I P 3 I f ----------------------------------------------------------------------------- ID s e --- ------- -------------------------------------------- ---- I I typical stud N Drawing Status . -- ------- ---- • provide blocking I I pocket detail ° 111 TW210410 egress FLOOR PLAN LEGEND - -- --- - ---------------.- I P 9 I I 116 9 - -- - I for future seat swing --------------------_-_-_--_ ____________________________------------------------------- - 1 _ 1 24 --- -- -- ---------- ---- ±28'-6" ~- --- ---- decorative wood b- E r' 112 TW210410 egress STRUCTURAL POST Li I , , - --___.-- - -_---- _ _ - --_-_ , on ceiling above -- , D °O hold off 1 1 ; - -- --- - - - = S° E i I Existing D min. (2)2x6 unless noted A5.1 E house ; ; — __ __-- __ __ ; o 1 I A5 1 otherwise on plansful� 0 0 - 1 o l 1 Living 113 TW210410 egressIsSueu -__ ----- _- Room -n NEW FRAMED WALLS 3 new wood floor _ a _ i i o o temp glass ---------------------- --1 ---------------------------- - -�- 1 ; 121 _ --- - ----- i- -- ------ _ TALLER/LOWER WALL ori .: S I o 114 A31 • C U ------------------ ----- ------------- decorative wood beam --- --- -- 3 I I (refer to sections) i_. ___ on ceiling above I 1 -i -H 115 TW210410 --- - - - o I 1 New Vaulted Clg. I n 1 n 1 ---- -- --- ----- ; _I New ABOVE SUBFLOOR A.S.F. N ;�V7 i V1 1_�-- -- ' v +1 1 1 co --------- - Exterior Door/Window Schedule PLAN KEY NOTES Custom Shower with: Model # Remarks -Custom tempered glass enclosure. - sTr -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane .n . o- Second Floor over thin set mortar over Schluter-Kerdi pre-sloped shower tray over thinset mortar over plywood subfloor to be installed by manufactures 201 TW21036 specs or other approved waterproof pan system -triple 2"x4"curb -Secure the water supply riser from the shower i 202 TW21036 valve to the shower head to the permanent structure. _ TW210410 -Shower to be equipped w/pressure balance control valves. 203 a -Surround to be tile over 1/2"cement bd. 204 TW210410 -Shower seat(16"tall x 16"deep where shown on plans) A rc h i te c EI (1) 14"deep shelf set 68"above finished floor 205 TW21036 tJ and metal rod set 2"below shelf 21 Main Street Stony Brook NY 11790 F (5) 14"deep wood shelves to be painted phone. 631 686-6585 206 TW210410 egress space shelves equally fax. 631 686-6786 email. MMacrina@optonline.net r------------- ------------------'- TW210410 egress 1E----------------- 60"wide x 24"deep x 36"tall vanity with 1"filler each side web. MmMArchitectAIA.co, 207 counter top to be selected by owner These plans are an instrument of service and are the exclusive property of the architect. 208 TW210410 egress 36"wide x 24"deep x 36"tall vanity with 1"filler one side I ; Infringements these the concepts and design ideas H presented on these drawings shall be prosecuted counter top to be selected by owner to the fullest extent of the law. copyright 2018: Michael Mocrina Architect, pc. All rights reserved, ________ 1 1 _____ 209 TW210410 egress no part of the plans may be reproduced without ----- the expressed written consent of the architect. p A 11 D B I j-open to A5.1 210 TW21032 temp.glass FLOOR PLAN LEGEND A5.1 A5.1 A5.1 I I below Drawing Status FWH5068PALR temp.glass lj __________________ ii __ STRUCTURAL POST --------------------� C----------------- � ! min. (2)2x6 unless noted ±55'_6" ! ; I I Exterior Door/Window Specifications otherwise on plans ; ; I 1 ; ! i I NEW FRAMED WALLS R All windows and exterior doors are to be 18" ±34'-41" 12'-9" I I ±6'-10 " 'Andersen'400-Series with the following specifications: i shed dormer I TALLER/LOWER WALL (existing) 1 I ; _ or -- ----_------------_-_-_J L------- --- -LoE insulated lass Insect screens j __ ____ � L_____________ ___ ! 9 - (refer to sections)I i -standard hardware C", » " ! -Exterior color to be white S 5-0 -6 7'-3 " 7'-31" Tile floor overl I -Full divided lite with spacer (color to be selected) electric radiant I ` bar as per elevations P -pre-finish white interior ABOVE SUBFLOOR A.S.F. new±6'-0" floor warming of window of post ! tall wall I t ! and toilet and bedroom I recessed, n is I I ' SOFFIT / WALL CABINET cabABOVE ABOVE ! 11 C TECO = INSTALL SIMPSON STRONG C Tile floor over ❑G a i i ! A5.1 Dates A5.1 electric radiant - � TIE JOIST HANGER floor warming +i 3 -- - - ---------- ----- 1 3 H x @ I " „ r - EXHAUST FAN 16 ; EF 1/24/19 Bid Set recessedQD " 1 ±6'-3 44 I ; .',N (min. 100 cfm to be vented to exterior) align with ex.wall below _- 210 It cabinet Cl209 \ 208 M I 5 _� �' - new o l ___ _ _ = N 2/4/20 Issued for Construction �r 24"x80" Q Toilet 1 --- -- - -------- -- --y co ----- 1 0 ------� new i .� _! " - P A 1 - Re uired Hold Down ■ - `-"--- -------loset O ��, yp new " II 2 Renovated ocket l l _ ° t x I q _ om seat ¢ �� M I typical stud 24 x80 " E » 1 d - - - t t -� I Location(see detail) r7 " P 1 3 ++ +I - closet � - door 1 pocket detail o 3 new Bathrm.#2 EF 1 a i 3 6° ------------ " 32 :d !! 30 x80 2 t 1 3 _ 6'-6" 48 1 — 14'-7" 5" 9'-8 " 0 t +t - -to O11 EF 3 » new I new ;j new New- -new - - d 30"x80" built-in twin 24"x80" Inew 18"x80" �} new A New- new I size bunk beds rIN lose saddle -N LJ closet-I NOTES B thrm. # 30"x80" saddle Hall I(consult client � new { } F linen 1 a, built- in shelves 9,111 24"door cased O 1 F M 1 1. See sheet G-2 for insulation specifications. ------ Renovatednew I new opening _ I - 24"80" o new 1 / slc1g. r Bedroom #3 o I 2s x8( ____ _ ci ----- 2. Install all smoke detectors throughout home • ±6'-5" new ----- decking to -� -_� " „ _ new wood floor 30"x80" ca be selected wall height „ 36 x84 aN I _ new I as required by the 2015 IRC, sect. R314 and ■ 11 _g r.o. o " 28"x80" 1• co No. Date Description 4 center in ±7 g new 24 x80"new 3 32 hall 1„ �' built-in twin G 32" 5'-4" 6'-4" noted on sheet G-1. p size bunk beds line » 3. Install all carbon monoxide detectors throughout Project CD decking passive New 6� i (consult with client) existing �� 3-8 ±3-2 0, 10 °' i Bedroom #4 I match S.D Renovated 207 0 �, home as required by the 2015 IFC, sect. 915 and Proposed�,Do i I �� existing 0 Bedroom #2 ��� noted on sheet G-1. S.D. 000 211 new wood floor I o1 o a v vi N t S.O. -1 new wood floor typical stud ;� o ! �Clg- CIg. new„ ” C.M. ±T-8' ocket detail ■to match 30 x80 i P 206 Addition a n d active `� existing 3�" a -- ------ -- existing O _ ------T-1 Alteration new 36" � ' � I3�, 15'-4" M 14-102 r'� 28j" '-10" � __-- -- 14'-11" d. tall railing NeWj sloped S.D. new " = new 36"tall -E Balcon clg• 0L30 x80 �� p _1 railings with -- ----- -- __----- S`s� _ __--_ painted square ' L_I �_'.. ---- -I --- ----71 Go co R---- -- l IC---- T M ---'71 ------- C '1 1` 1 1 �� 1 balusters and -- - - - I 1 f Q r - i I i sloped I ;� 11 oak handrail _ __ 1-1� sloped I I i sloped I t 1 1 cl 1 1 new built-in 1 t to be stained 1.- clg. 1 1 1 1 clg. I I I g' 1 0o day bed I 1 ____------------------_ �-1 New , 1 I 1 R/Rstair Feil Horner 4'-0" i I i 1's� 4'-0" 1 (consult with client), E 4'-0" NI in existin ---- ---- - -- 4.0 �`�' 1 1 1 4-0 wall height 1 1 i 1 ro wall height i I ❑ wall height t+-IN Loft g j wall height 1 1" 31»I IVVaII height Exterior Caulking(typ.) I 31"I location x 2 I i " i i 11'_6" I 12 " 2 1 » 5/4"x 4" Exterior Trim Board ��' 2-9 R 7-5 = 4-7 7-5 4-7" 4-7 7-5 28 �N cut to size Madeline 1 31 1„ I.-,N I N "N 3 » I � I t2i " 3 " ° yP P 1 3 g,�..30 1 I1 r1 r typical stud I open to I " tiN s� I rIN 1 3 1 N 32 2 2 I I a' N Exterior Typical Exterior Sheathing i ;,,1 pocket detail below I 'o' �� I J i 1 Side Cover window flange with 201 202 I �1 1 205 Sinclair existing wall below --- -- -- ----- ---- ----- ------ --- ----- ------ ----- ----- --- soft flashing i __`1NF line of sill below 203 204 5530 Pequash Avenue L_------------_••-----`----- ---------------------------J -- -- Cutchogue, NY 0 Jurisdiction 3 of window of window of post of window Wrap structure with 3 and dormer and dormer and dormer and dormer soft flashing prior to Town of Southold N N window installation Suffolk County o� N 4'-0" 4'-0" 4'-0" 4'-0" 6'-Oz" C-OZ" 4'-0" 4'-0" 1" » » » » » " Drawn B ±3'-0 8-0 4-7 8-0 4-7 12-1 -7 -0 ±2-7 M.P. y: ' " 2 2 line of stool below (dormer) (equal) (dormer) (equal) (dormer) (equal) (dormer) ±55'-6" Drywall Checked By: Interior 1"x6" Poplar Flat Trim Board M.A.M. Side A B 1/2" Job No. Gyp. Board �;, � k;r,,,•,� A5.1 A5.1 (typical) Casing to be selected Typical Stud Pocket Detail, 1943 -a 1/4"reveal 3" = 1 '-O" Sheet Title -71 (typical) /P _ flat poplar to be painted Second Flr. Plan •11"x8%2"x6"walls ■ ProposedSecond Floor Plan •11"x6%2"x4"walls Saddle to be Door 1/4" = 1 '-O'• selected Max.slope of 1:2 Shim Space plan north Tile Fir. o SubFlr. -= _ FE Wood Fir. Rough Opening ----_- mud base (see plan)—� Sheet Number: Typical Cased Blocking Opening Detail Typ. Saddle Detailoft 3" I UTILITY SERVICE NOTE EXCAVATION AND BACKFILL 1. Contractor shall locate and stake out all existing underground utilities prior General Contractor Shall to any excavation. The utilities shown on the plans are an approximate 3 Locate & Stake Out All location only. E 3E _ •a,� m 0 Exist'g Utilities Prior to 2. Excavate all areas as indicated in the drawings. All excavations shall be the m X7a X The Utilities Any Excavation. minimum depths required achieving clean undisturbed virgin soil with stable f9'-11" °' t5'-2" °' Shown on Plan are moisture content and non-shifting and non-shrinking soil characteristics. fs'-11" shower floor The Contractor shall be responsible for notification of poor soil characteristics Approximate Locations Only. to the Architect and shall not proceed with the work until receiving instructions 2framing 2y 4, 4'-82 4 from the Architect. 3. The Architect has prepared the drawing and specifications with an assumed r new FOUNDATION P LAN LEGEND bearing capacity of 2,000# per sq. ft. and an assumed soil characteristic of sand, A _(3)2"x6"P.T._ 6"x6"P.T. posts silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) A5.1 A51 fid- flush beam (typical where shown) STRUCTURAL POST unless a soil test analysis has been preformed as per table R401.4.1 of the �rC h i be ct I min. (2)2x6 unless noted 2015 International Residential Code. 1 12"dia ler(typical otherwise on plans 2 I P {YP 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. 21 Main Street Stony Brook NY 11790 for outdoor shower E i u. �, ) below finished grade unless noted otherwise on the plans. TECO = INSTALL SIMPSON STRONG 5. All backfill shall be clean granular fill. phone. 631 686-6585 o •-i•a 1 S °' i a- o i TIE JOIST HANGER 6. No Backfill shall be permitted against concrete or masonry foundation walls fax. 631 686-6786 hold 12"to outside of 24" f28'-6" a0 ' `x° 0 1 new post from existing deck floor framing o 1 N 1 without floor framing or proper bracing as required to prevent damage to walls. email. MMacrina@optonline.net 1 No Backfill shall be permitted within a minimum of two weeks after pouring, web. MMArchitectAIA.com 3. foundation wall " " " " " N 1 w I " Existing Foundation Wall 24 6'-111" i m i On Footing The Contractor shall be responsible for any damage to concrete or masony wall. 69-0" 6'-1 O4 7-0 18 1 new 2x8 P.T. ledger g ______________— These plans are an instrument of service and are ani I _ 7. All grading to drain surface water away from foundation walls at a minimum the exclusive property of the architect. Infringements of the concepts and design ideas at a minimum of 5% slope. presented on these drawings shall be prosecuted " New Foundation Wall --------------- N to the fullest extent of the law. Copyright 2018: step above +1 On Footing , ' •. Michael Macrino Architect, c. All rights reserved, '�- �'-- CONCRETE p g - - top of wall(0'-0") no part of the plans may be reproduced without 1 —_____________— the expressed written consent of the architect. --------------- ----------------- ------------------ ----------------- --- N _______________ 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, ______ _ ______________ _new---x- P.T.-_ ______________ _ block solid down Lower Top of Wall on the above soil assumption. If other soils are encountered, lower bearing _ --_-- . R� I flush beam k r - - to foundation under (see plan) values are to be assumed and the foundation must be redesigned. Drawing Status CN XA --------------- P P garage 1 16"dia pier 6"x6"P.T. posts post p sot size with I °c' 2. Porches, Carport slabs, exterior steps and arae floor slabs are to be a 1 I 16"dia pier Z5 c, I ~ {typical} a Footing Poured Concrete minimum 3,500 p.s.i. D i i a °' 16"dia pier 1 D "� 3. Concrete shall be air-entrained. Total air content (percent b volume of concrete Existing (P Y ) 0 i i oo existing A5.1 shall not be less than 5% or more than 77. Crawl Space m i i i N o p pier Detail Symbol ®-- —A& 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the 00 Cn i I i , I 2 2 narrowest distance between forms or three-fourths the clear spacing between lssuek). 1 1 3" c reinforcing bars or between a bar and the side of the form. X24 R n ca 1„ " 18" ±23�-8" Required Hold Downtrud-it-m i 6-0 —6-10 6-114 7-o cantile r I Location (see detail) ® 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement Uov",o 1 i i and foam insulation, a composite of cement and wood chips, or other approved I E I I N material suitable for supporting and containing concrete. Forms shall provide 0 0 I �+ sufficient strength to contain concrete during the concrete placement N 1 fir, new(3 2"x8"P.T. _ _ g g operation. Form ties shall be steel, solid plastic, foam plastic, a composite +1 l o I 1 _ _ _ _ _�_ existing 2x10"F.J. existing 2"x10 F.J. P 00 0 1 1 - a. flush beam >' `r Q to remain I to remain of cement and wood chips, a composite of cement and foam plastic, or other -H U I 1 1 24"dia ler x 24"dia ler TYPICAL PIERS suitable material capable of resisting the forces created by fluid pressure of 0 1 1 1 P P fresh concrete. existing 6"x6"treated post on Simpson post base 1 u_ o, pier embedded in concrete pier on a Dates 1 block solid down 3'tall poured concrete(3,000 psi)sonatube to foundation under o l 1 i o: b R Pier on Undisturbed Soil, min.of 36"Below Grade. I I = post from above with _ new 3 dia.steel col. 2x6"treated 1/24/19 Bid Set 1 1 I 00 similar post size Top of Pier to be flush with finish grade, sill plate I i N o - Cex.double F.J`�� � _ex.double F.J. (see plan for each pier diameter) 2/4/20 Issued for Construction C i i I 3 io { ` 'A,�— Sill Seal Insulatio o / �'� :-.a`--block solid down C saw cut slab for new coated copper " " " to ex. beam under A5.1 To of Wall a� 24 x24 x12 p.c.footing termite shield p I I ' under new post from above I post from above with II align with 1 I 1 similar post size o� anchor bolts existing R C 1 1 I new 2"x8"P.T. ledger (see anchor bolt detail) 11 00-E (see detail sht.A5.2) _ 8"thick Poured Concrete iI " existing Foundation Wall `k II r access panel o c f12'-4" t41'-2" waterproofing —±12'-4" offing o grade Icr block solid down I '? H c to foundation under F` Provide 2"x4"Key post from above with o o -? .o o No. Date Description similar post size u- x E 1/2" Premolded Filler o p Existing I existing N �, o dropped o� 2 At Perimeter of Slab E01 Cellar = t E landing o ° Top of slab _ o Project 6'-0" a, �' I °° fc align with o ±7-7 c o �_ m ! o landing oar CI .. I _2- _ ! _ - _ existing Cellar Slab—moo To of Footin 9 I existin low beam g Proposed framing g' �' � - to remain (see plan) p g . • align with o existing 2 existing W 3 "- 'p • 9, 5'-91" existing 2"x10"F.J. °' _ � � F Addition a n d to remain cI _ ___ existing (3)#4 Rebar 00 6"x6" P.T. posts Simpson rn-' c " ♦ - (typical) seat steel beam HHUS 6.50/10 R/R HHS 4"dia. o E R Compacted 4R R ---- -------- on existing 1 hanger each side x steel col.in X X m Clean Fill M Alteration 1 1 1 foundation wall M, I ex.column. location o = o " l r— --- ---------- 3 rr n N N .. N 16 N I 1 N new(4)1/a x9Y Ivl + _ /C", -H ------------ + flush beam under I o1 L______ o� existin ■Typical Foundat�on WallFor 1 new wall above _ _ _ _ W10x60 L I I to low beam _ g C%4 1 1 i - - -I L------ - - - gas meter 1 I I new 2"x6"P.T.F.J. flush beam r'ex. g� __ I to remain 1 I E I (see detail'4') on ra to R 1 I a1 c0 at 16"oe existing contractor to verify exact 9 fol l� 6' len th `.-� - _ - _ _ pier Y _______ existin11 1 ( g ) o N footing sizepierNeil H �' �* 1 I ; v .� 1 (24"x24"min.req.) --- --- --- I� = I saw cut foundation for new staircase a y Existing for new crawl �: u- - 03 R rn E dimensions and ---------------- 6'-0" o.c. 6" min. Madeline b 1 I �•� space access X ° E � x I� location see cellar ' ------ ------- � - I I Crawl Space N I saw-cut find.for a� �' I i �i I iv v 1 v) p b new windows and M Plan sheet A2.2 _______ ______ x E m 12 max. R I I n 1 3 . -' addition access = t=n o, Cn TYPICAL TYPICAL Sinclair I (D I !� v � new 2 x10 F.J. ----- ------ c o °' 1 I �� � �''' I I � 3 � to align with ex.j � "" � � . x 1 I R I w 12 dia piers I I pin new foundation pin new foundation o' at 16 oc new pin new foundation X SPACING CORNERS = for g) I I wall to existing = g g exist' 5530 Pequash Avenue I 1 M I (typ landing) I c I I 9 wall to existing ali n landing wall to existing °7 well g E E »= I 1 (see connection detail) see connection detail n (see connection detail) a rhld 1 1 1 existing foundation I { ) slab (2)2'x4 jack ca iv walls to remain I 1 ; each side __ _ _ new existing_ existing 'Sim son'BPSS 3 Cutch0 ue NY 1 1 _______� ` new continuous 3 2"x8"hdr. r _ (3 1a x "Ivl hdr. , __-- EP hot-dipped alv. g ' IL----------------- -----------�Z- E-hd - ---- ---� - -� L----------- PP 9 N I 3"s Washers& LI ------------------- ---- -- ---- =-Y------ -- -- --<'- I ---- ------1-- - --N --- 1 - - ------ End Nut Setup Jurisdiction . ' \` 13T1 a------- -_ II----- --"- I 3T" cO o (2)2"x8"P.T. ` 2 --I 2 R ` �c (2}2'x$' �eYl:ight to existing central vac Town of Southold hack each side ■ 0 1 I , N I posts underside of I _ - _ _ - tank to be relocated treated sill plate 1 I of ex.sill plate I I Contractor to have all :r I window ladder(see note) 16" - $7- ----- -- - ----- " 1 6" aO Conrew i s ran through ---- (match existing) Suffolk County ' -well ' y 8 house fo one outlet 5/8"dia.anchor bolts r,� ' _-- ___-- ' 10'-9" �� TYPICAL PIERS ----- _-___ I 1 ? 1 °' o = per floor, centrally located . 4 4P1 1 LL 0 2"x6"P.T. 1 - -1 ` o n E R _________ 1 �' (0 ledger(see 1 � 04= 6x6'treated post on Simpson post base a " 00 -- ------- - I a Top of Wall 1 detail sht.A5.2) embedded in concrete pier on a poured concrete Drawn By: w align with exi 3'tall aired concrete 3,000 psi)sonatube foundation wall To of Wall 1 x p ( p } M.P. -'.. �, e 17 To be adjusted in t1 (3)2"x6"P.T.flush beam Y Pier on Undisturbed Soil, min.of 36"Below Grade. f,•`:l� ':�? field to be approx. --_-----_ -- .- -- - --- ., Top of Pier to be flush with finish grade. -------- 6"above existingrr`x� Checked B ____-_ -___ ______1$ slim_____ (see plan for pier diameter) Y a . finished grade piers 1 ----------- ---- ------p-------- I 6"x6"P.T. Anchor Bolt Dtl :ravel floor in well1Y.2- M.A.M.g " Post(typ•) 1/ - for proper drainage 24R " " 24 I Y44" Not To Scale Job No. subfloor • as per sect.R310.2.3.2 of the IRC 6-34 -34 ,x ,', —13'-i" 1943 � ,,bhp P,tu..r�:;• - SR 34" " " 34" 8" porch floor framing pre-drilled web for o - top of steel Sheet Title 10'-01" x 6'-0" 3 " 31" R ■ 3/8"dia. bolt at 16"oc pack-out each side of web The Connection Instructions of I ,/ M.O. " " o o staggered top and bottom a as required for joist attachment PLAN the New Foundation Wall to the r' " t17 overlap (HOLD) overtop (HOLD) t15-21 j g _-�-- Existing Foundation Wall are as t14-9 12-0 12-1 joist hanger --� well to be centered on - --'--`� Foundation Plan (addition) steel girder see find. Ian Exist' New 1) (Expose the hollow cell of every new egress windows 9• ( plan) floor Tjoists _ ___ other half stretcher adjacent to the Details ���'I S t55-6 � top of foundation f I' — � new Foundation Wall. beyond 2 Fill all Exposed Block Cells (4) 1/2"dia. bolts � ) P CELLAR SLAB NOTE -- i solid w/Cement. 6"x12"x112"thick steel top plate ki 4i 3) Install(1)#4 Rebar 8"into the A B 4" Poured Concrete Slab " -- I Center of each Cemented Cell. A5.1 A5.1 over 6 mil. polythelyne vapor HHS 4' dia.x 1/4 steel column 4 Extend each Rebar 12"min. retarder(lap joints as required) ELEVATION ) I into the New Poured Concrete on a 4"base course of --� Foundation Wall. Sheet Number compacted sand to 95% �"` Proposed Foundation Plan Relative Density. Steel Girder Detail Connection Detail Install a 1/2"Premolded Expansion Joint at Perimeter. 1/4" = 1 '-O'• (slab area=±25 s.f.) 1 -1/2" = 1 '-O" in cel lar QV not to scale attachment to an existing plan north concrete block foundation wall ±48 Notch-in Diagonal ---^- into top&vertical as shown `�--4"x4"P.T. behind /- i c a ----r----------------------------- ------------------------- , , M -acrir - --- -- /�rc x ite I Wrap wood bracket _f �o�' ; in'Azek' _ ---- `-- eQ 21 Main Street Stony Brook N' phone. 631 686-6585 A g --- i / ; fax. 631 686-6786 A5.1 A5.1 --new--- i ; % email. MMacrina@optonline.net {2)1/4"x9�i"=Ivl ' web. MMArchitectAIA.com -----header- These plans are an instrument of servic ------- --------------- X the exclusive property of the architect. Infringements of the concepts and desii x I , presented on these drawings shall be p new continuous(2)2"x10"hdr. new continuous(2)2"x10"hdr. u`}, 1 ; i to the fullest extent of the law. Copyric -------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 , Michael Macrina Architect, pc. All rights' r�__ L 1 no part of the plans may be reproduce I -------------------- ----------------------------------------- ------------------------------------------------------------------------------------ n 1 I yi the expressed written consent of the ai new new t 1 2 2' 4" i ------------------------------------------------------------------------------------------------------------------------------------------ ----- Side View new i I new p ---- -- _ _-- _--- - (3)2"A"jack I post (3)2"x4" I I (3)2"x4" post x , --- ---- - I I I % Drawing Status down to ex. I post I I post g -- - - - -- --- ---- - - fnd.wall below - -- -- --- - - - - -- - - -- ----------- -------------------i ;-------------------------------- 3 , ------ ------------ - --- I------------ L D ---- -- - - --- ------------------ ---------------- - - ---- ----- -- L II cD I provide blocking I I ; for future seat swing A5.1 CIO I I ; , SSuev.� E --- -- ---- -- - —- -- " ------------------------------ ---------------- ' � ----t r------------- �------------ I dia.x 7"to ng I ;--- - -- -- - - x --------------------------- I I ----------------- I lag bolts&washers 3 total S -------- ---- 1 - - - _ I I I into solid wood wall post -- -- - Existing I 1 Install (1) layer of 17 U C L i -- - N 1/2"plywood along I I yw _-- - New Living this wall as per braced ------ -- - -- ----- Room i i wall plans bearing walls Uncovered I ------------ --- --- -- - --- i------------------------------- ----------- -------- - -- r Deck ---- - - ---- - - - Newaulte Ig. — -- N --- - = ost (3)2 x4"yjack — bearing wall i ' fromeabove .� Dates - - - -- ; down to ex.-=— ----- - I c -- --- fnd.wall below - - - - - - - - - - - - - - - - - - ron View 1/24/19 Bid Set 2/4/20 Issued for Construc -- A5.1 ------- ----------------------------- _ l(4)2 x6 (4)2 x6 -- -- ---(4)2 x6 -- line of new dormer o lost down post down --------post ost down ----- - - - ---- --- ! New x NV Front Entry Bracket Detail - - -- - - addition above o o to foundation - /2" - 1 '-O" to foundation to foundation - _ ___ I Powder .� _ O - i new continuous 3 134"x 11%"Ivl header 26'length) new continuous 3 1%"x11%"-Ivl header 26'len th=_ -------- -- ------------------------------ new(3)2"x10" I � NeW � � , ------------------- post 3 2..x6,. ( ) flush header --- --- �- Bathrm: t----, down to foundation x .� structural s _J t i i (3)2"x4" iv F --- -------------------- wood = _________° ( I 1 post down � o bracket o I I to foundation - above x j II N g New I! (see detail ; ; F I c, NeW i ii v i -existing - W.I.C. 1' same sheet) N = I _ Dining No. Date Description aa) ; � � w I I N o c In solid blocking in _ _ c x Room I °° 119E]( " 1 I; '1 r-- ------ New 1 E I ; - Pro ect (2} } 36" min.tall° " P railinwall for bracket ------ 1 ; Kitchen 1 (2}2"x10"hdr.° X— � � N a� 3attachment IL--------- i -? °in F 1 ;; x10 hdr 3)2'x10 hd 9 ° ±8-0' 1 ;; — — ---- I ° Clg. 1 C �4 - 1 ° I n Proposed 1 x o,� ; I °' 0 existing 1 I 3 2"x4" (2)2 x4 (2ack 6 Second Floor ®- 1 I, N .�co i Clg. I I { ) jack bearing j I 0 to match COj I post each side wall iti Addition a n d °o' i `II ; existing ; Simpson i ex. location = I IEll, ; HGUS7.25/10 hanger each side 2)1%"x9%"Ivl AItoration --------------- ----------- ---- --- ----------- i__J ( ISimpson US410 5 --------- ------- Simpson f ush beam hanger decking to ----- ------------------! --ru ; H a 9410 _ _ (3)1%"x_ _ O3 _ " - - I O 3 n _" ----------- - be selected i ' i -? !� i bearing 1(3)2'x4"— hanger 1 new 9 t/4 Ivl with 2 /a x9 steel flitch J 2 1/4 x94 Ivl a) u- ' Ost --------------- c ' I : 'r, wail I P r plate to be placed in ex. beam location -lir flush beam Existing For I �~ � new(2)13/"x 9Ya"Iv sh am .. --------- -'• new P.T. F.J. ----- _ " - - � Bedroom #1 _____ (3)2 x4 = (see structural plan) o, I new o c ---- -------- X c� - Sitting ? I Post (3)2"x4" x ±8'-0 ----- _ Nook o cCID= ______ " i\jeil Horni ; i post down iv F CI I to new beam m .- �- align with house trim JI ILL -f - - - x I below --- ---------- c o existing r NeW ---_(3)2"x6" = E 3 t �, board (see elevation) I } -= �_ ;I post down ±8-0 N m -- -- ----- X ru'ctllra ._I - MUd u:-c --- ----- --- to foundation CI9 °' g ° i - - a' Madefir _ _ 1 Room Z:, g 6/A5. --------------- Wood I Z X ; existing X ° ; I I® 1 e d ! iN 3 CI-�' - - �' °' I ----------------- CDstructural wood bracket Sinclair se bwe,Il N o ± �- I �; First Floor (see detail same sheet) eta --------------- c i i - a� new I 1 i same$h bt � (2)2 x4 to at nch bearing new (3)2"x4" i new 2"x10"F.J. ------------ 1 �° n new new ost I w iv 5530 Pequash Avenue i �, g wall P align with ex. F.J. __ __ _____ newne ` �_ I_ l� cJ -- - - post (2)2"A" p2"ost 4 a _ _ =L __ at 16"oc - (2)2"A" {2)2"x4" N - - - p - - - IN ;; ) ost ost bearing wall Cutch g , NY os - -- - new(3 1 4"x9Y4"Ivl 3 0 tae -- ----- ---- --- -- us header c ------ - -------------------------- . " - - - new continuous 2 2x10 hdr. O " " "; + ' niev� )2 x10 hdr. _ ; I ;; I new continuous(2)2"x10'hdrnew . 1 new-L41{ (3)2'x4" Jurisdiction -1 -{3)2"x41_# - Post T1 F1 - / T post !; i J041 t _ -new(2)13/4"x9W Ivl hdr.__ ---t= _I _ own of Southold ' -4-4— o _r , - - -- - -- --a a cony Assembly 'j x Suffolk County lit -_ _ ._ t=1j - i q — i rAN ca � j d _=t i_ - -_ i Existing- new 2'x6 C.J. _= r 1� (D .. .. -t- , - - ' - .--: -t -T- 1 -� - --: v - - 1/2 Covered_- -_-- 6'len th o l I Porch -- ( -- g ) -=-. 1 1 I c Drawn By t _ 6"x6" P.T. - - - - --- - -_- -- 6"x ,( 'D A �r�e post t ------------------ ---- 6 P.T. A P (yP•) `-------------------------------------------------------- ---------' post typ.) M.P. ¢ '�,i A5.1 B new{3)2"x10"low beam ' '' ---------------------- - ----- --------------------- --------- , O ��•y j;��Cs�a.1 y A5.1 Checked By: 1 L. AL1 C ,K M.A.M. 6/A5.2 rovide blockingr,.;;;; . provide porch swing �- P g Job No. r LEGEND 1943 1 �,"--- ' Proposed First Floor Structural ) Plan 1 Sheet Title 114" = 1 '-O" Indicates Bearing Wall �jJLZLZIIII_ plan north first Floor Structural Pla Sheet Number : A3PonCOD",) i i. ti `v. i c a c"a r 1 rl ,/krchitect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net 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 2018: Michael Macrino Architect, pc. All rights reserved, no yart of xpressedewritten colans nrreproduced consent the architect. new I 1 (4)2"x4" post j (I down to new ; I I I header below ' ' � I ! Drawing Status jj lil ; ; jj ---------------------� ;------------------ I D A5.1 ; ; I 1 ; ; A5.1 existing roof rafters I i I existing roof rafter to remain to remain Issued fu �� • � ; rn I > I I ; ; ■ Iinstall (1) layer of j st t , x I I 1/2" plywood along this wall as per braced �I I ( wall plans ; I ------------------_ ------ ; --------- - ------------ ------ --------- ------- Clil , new Renovated I I (4)2'x6" post ' I down to ex. ; ; Dates Bathrm. i�� beam below 1/24!19 Bid Set f ' A j I I g - - - - - - - - - - - - - ; ; -f----------------- A5.1 A5.1 I ---------'-------- j am i 2/4/20 Issued for Construction I A5.1 I 2 2x4 -_. (2)2"x4" 14 x10_flush beam Y post post - - new(2)2"x10"hdr. new continuous(2)2"x10"hdr. ! j Ile_� » - I ----- - ---------------------; J ----- I -------1-- -------------------- ' - - existing C.J. - ' F—! O � new " -, ---- o � ----- ----- -____=______-_= (2p2"x4" ; X -a fT-8 1 post I t� In of ; �, x o remain N e ij � cl t I jj existing C » - (2)2„x4„ - I „ - - p s No. Date Description hack ------ O slopedProject -- - ----- I I » » (2)2»x10” I � � ceilin9� (2)2 x6 header ---- - -�enOVate --� jack ----------------- _ _ _ Proposed eah side droom # 5 E E C- �c U Co m V ax, j Clg °_xa °.-a N 5 3 °' E °c x, c I existing N U �" C " �'� m Addition and ao -- New g ° N Existing X N _ ° 3 Bedroom #4 ° o 0. o o X Iii I ° w 2 _ o o Bedroom #2 Alteration ° � � I � � �, ° New -- ---�--- � N �- � � (Cig.7'-8' Loft -� I °n o t7-8 �- new_ ---- -------- n (D ; C;g. X o° » " (2}2 x4 ° to match O I t7'-8' ----- -- -- - existing °' post existing Clg. ; ---- ------- For °v existing ° i - 3 Nem taco to taco to taco to ---- -------- teco to teco to c new 3 2"x10" double new 3 2"x10" _ new 3 2"x10" ne_w 3 2x10 Neil Horner B�ICOn double double double double ��- _�__ _�__ -_----- -- rafter ��_ rafter rafter —- rafter --------�, flush clg. hdr. ------- -- , flush clg.hdr - ------- - ------„ flush clg. hdr. _ _ _____________� flush cig. hdr—�-- ----- �I I � I I� it ----- L sloped i i i sloped i i i " I sloped i i sloped Madeline I I » " 1 1 I new 2"x8"C.J. I I new 2x8"C.J. __ _ p I I " » 1 1 & ceiling i new 2x8 C.J. Q I i ceiling I " I ___________________-_= i at 16"oc i ceiling I I _ new 2x8 C.J. Q I ceiling�t I I at 16"oc 1 1 I at 16 oc I i I I Q at 16"oc I (8'length) I I 8'length) I (12 length) i --I- I I (8'length) 1 I ; set bat.of C.J. � I I Sinclair I set bot.of C.J. i - I set bot.of C.J. LI to align with ex. � ; set bot.of C.J. II to align with ex. I I to align with ex. I ; I I to align with ex.new(2)2"x10"hdr. I new(2)2"x10"hdr. i new i i new(2)2"x10"hdr. i 5530 Pequash Avenue ' (2)2'x4" post Cutchogue NY Po ! i -_—_ ______ ______ ______ ______ ______ _____ _____ _____ _____ _____ _____ _____ ___— _--_ __—__ ___—_ —__— _—___ __-___ ____ ------------------------------------ YL I new continuous(2)2"x10"hdr. ; I Jurisdiction j1 ____________________________________ Town of Southold A g Suffolk County A5.1 A5.1 Drawn By: M.P. Checked By: tiVA M.A.M. LEGEND Proposed Second Floor Structural! Plan Job No. � � i � A� 20 ��. .. . .. 1943 �� NEVI 1/4 = 1 -O plan north Indicates Bearing Wall Ij�l�1Ll- Sheet Title 4 Second Floor Structural Plan Sheet Number : .� existing chimney i C to remain " ex. 4-10" rake overhang ex. 4-10" rake overhang r -----— -----—---------------------------------- ------------------------------ /krch itE) ct , r-------------------------------------------------------------- --------------------- , -------------------------------1 21 Main Street Stony Brook NY 11790 fill in overhang0 3 P, to match existing _ 0 I 1 t7 r phone. 631686-6585 0► E Yj tT fax. 631686-6786 D /) existing R.R. 0 existing R.R. email. MMacrina@optonline.net D 0 ' I to remain ' +' ^ to remain 0 D A5.1 L I 0 N -0 r L web. MMArchI ectAlA.Com L N ;� L A5.1 0 0 A 0 These plans are an instrument of service and are > (D 0 Q f'A, > the exclusive property of the architect. 0 12 -0 .0 12 1 0 Infringements of the concepts and design ideas ±12 0 4� ±12 t . presented on these drawings shall be prosecuted f� 0 ► e x. 0 0 Q) -C EX. 0 to the fullest extent of the law. Copyright 2018: 'U 'U Michael Macrino Architect, pc. All rights reserved, r^ N no part of the plans may be reproduced without 0 N 'L •� 0 the expressed written consent of the architect. D 0 41 1 v- o 4J 0 O Drawing Status I,; L � A B {i x 0 A5.1 A5.1 r existing roof +J .` w existing roof >_ ✓I framing N framing _ I N to remain X 3^`` to remain 4-1 N new t10" fascia overhang N X xIssued o �! b e l o w t o match existing C �r------------------- r-1-------------------------------- r ---------------------- i -i r-----------------__--_-----_-'_- f C .. A5.1 post down to beam 1 1 I 11 I I A5.1 n Ct O n r post l 1 1 1 1 in crawl space with I I I „ ; I 1 1 (4)2"x6" post j new 4-10 fascia overhang ✓ ' r I I flush beam below 1 1 post 1 ZTITLTrY_T7_Tll7_7_IIII1 jZ7_. TI_TrI, !T_!??ZZZ�l�1Z1T_ZJTI?_2_T2 YT_T_2_T7_L7_ ZZ r�'Z_T_Z_J11' - - - I '------"----"--"-'---- ------' , 1 11 11 new 2"x8"R.R.to align— )l and match ex.at 1 16"oc(16'length) 1 0 1 1 1 I=_ _=_===�I� I I 1' N; N I I existing R.R. I I = Dates ; ' � ' ,� �_ Ih 1 . s © r11 ; ; I II I. I C torem i , N l._ 1 L 1 a 11 1 . i L 1/24/19 Bid Set ------ ------ T -12---------------------J L_____--_—_____ ___--________--J I 1 1 1 1 ' I LI 1----_-----_1_»__-__-__-_ - 1--_------J_ _ _ ________ I ± 1 2 1 > 1 1 1 1 I I 11 ; T TL------ 1 ' , ' 1 l 1 _____ ___________-� ' 2/4/20 Issued for Construction I I 1 1 y I r-�-�- match 1 I I I ; I ; ; r, I-; ; � ; 1 � � I , *,- ; ; 0 ' I I " 1 1 ' L---------J I 1 1 1 1 ex. 1 a�! I 11 I 11 tr o I I---------11 '� S � I ! �Qk ri I 1 1 - Vt 'L_ �Y[�1 It� J L___T-_t--------T---J , �- , 1 ,, , 1��/;. W V T r---------------------------__--__--__'-_--_ - (� ; 1 I i L -----_i-- +j-__-------__-_JYI.� J ,-_____________________________ ------__--_ L L I C roof not to 11 1 11 �� 0 Dashed line indicates 11 t0 (� t 0) M I T- I where existing roof ends I 1 exceed existing ; ; I ; ; ..�. c E ' I O 1 I {�11 and new roof begins.New i ridge height 1 1 1 1 1 `� ` v ±1 2 1 I > I roof to match and align I 11 ; ; ' ; eX 0 a 3 ; I with existing gable roof I 1 1 ' ' I 1 tom 01 N F 1 1 T I I I I 11 I L---------J I � 1 I I , 1 1 1 1 Q LJ II 1/A5.2J 0 1 1 Q L i m 11 new rl ge oar to 1 1 existing ridge board to remain 1 ; 1 1 N match existing I Ao'� No. Date Description 1 1 I I �4 l' o + 1 1 1 1 1 Ir4r�� N� ; ; , , r eQ i� ��i 1 ; cut back existing roof P 1 L----------------- --------»_----_ ---__--- - --------J 1 11 I I I ( _. __ - - _-'- �`L 5� ; ; ; ; rafters to new flush teco to f12 „ �° �� �' Align) 1 �o �� �o --------�--- ----------- �,� e� �� ; I N �o e� ; ; header below typical w a double) match �- 1. , , I I eQ 1 �� .O ; ; ; ; ex. +wry 5 ` Roof1 1 ,�'}, w y �' ±1 2 aQ m� I I v- - � �� ��� � 2+ 1 for all new dormer Project �_ rafter Lr ,� a� 5 s 1 ;I; �+ 5 0 + C co I L , o� I I 190 ex - 1 2 I �, �� y��,, I , , gables{see detail 1 N E _° �° I 1 1 �oQ� �°�f teco to ' L_ eX' �o s 1 1 sheet A3.4) Proposed N .0° (3)2"x10" fl sh clg. hdr. ) 1 (3)2"x10fl sh clg. hdr. ,1 double 1 ;- (3)2"x10" fl sh clg. hdr. (3)2"x10" flu h clg. hdr. �0�, - 1 I 1 teco to rafter , to ro`r° 1 double i , 1 I I I double doublo 1 X _-- rafter r - --r-- -----r- ; rafter rafter) 1 Addition a n d I IICY$ '' L_ , I , L I (9 1 1 1 ' L , I f O 111 tT1 a �I� O I i� M CE c ' I 12 12 C � O ii 0 moi' 2 1 1 ;��: C :7 a W1 00 ' IM G' O 0=r' 12 •n 12 , C i ; 11 .. o,__ = I __ , 0 12 a12 , o , 1 Alteration ------- - s12 j0 `V12 s ---��' 12 112 s 'x o c 12 F �12 y r-. -L... .. L_ i. 83 "'�--EY- y ti---------- SJ IL �'_--a i Ir ------- -- I --- - - ---- ---� ' '0 1 r--- -' ----ate- --- r-- �---------- --'� 1 O 1 I I I < .r 0 O , d' I L_ I O 1 1 I L- 1 'I i O I R 1 I C ' I� 0I 0 �.n' '�` 0 �I H 2nx " L. 12 2"x8"R.R. h 0 '1' n n a n n r` 0 ; i r` a n . " n rx I� n ¢ n n 1 f\ 0 n I L� U x 8R.R. N 8 R. j' x o x 2x8" N x8 R. 11 x x , x 02 ° x' N Q 2 xy x 1 1 _ .- „ 1 . . ,I .- II 1 = ° at 16"oc = at 16 oc k= • : „ , I 1 1 a I , at 16"oc °x at 16 oc I I,� rn I o ,�' , at 16 oc Rx at 16 oc 1 I �, 0 ,a;, ' ,� /A5.2 0 ,�I at 16 oc x at 16"oc ,�± co 1 1 2/A5.2 For r--------- n v0..l -r--- ------r------------'li v-. r'_ I X O ---------^-' ----- �. r. n 'n .i-�' �--Ctt'----r-------' li n O u n �N..a a O u » .N,.i x °G u I , 'N � N ------------i------------i------------ N I I ; i 10 rake overhan 01 10 rake overhan o ---, N o '' 10" rake overhan "o ; I Neil H 11 11 I 1 1 1 new 4-10I/ fascia overhang existing 4-10.. fascia overhang ; ; 10n rake overhang I ; existing ±10n fascia overhang to match existing � Madeline t 1 1 N 1/A5.2 I 1 � > ; ; � o > ° - ±2.5 ° A B 1 °FX° hold 4"below new YSinclair A5.1 A5.1 ° I ; N � dormer windows ; � ° NOTE TO FRAMER G I 1 (see front elevation) ; I _ 5530 Pequash Avenue I-f------- ------ ---------------------------- -� o +l �-�----------------------------------------------i-; +I All new overhang size to be 10" Cutchogue, NY Proposed Roof Plan ±12" fascia overhang to match the existing. to align with existing align new fascia overhang Jurisdiction 1/4" 1 '-O'• with existing(see elevations) plan north Town of Southold Suffolk County Drawn By: ROOF PLAN LEGEND M.P. A�F��r� WALL ------------------------ 41" ; �e@� / 1c'� Checked By: n _--------------- 4-! Il :s,l;�'.�=nom BELOW ROOF ------'--'- M.A.M. 4 ? > 12 / 1' k INDICATES ROOF PITCH x Job No. A ��, Q z6 CAr -- ! �' r'11�� BEARING WALL 1943 .b� Ne�I BELOW ROOF I ZZ-7Z_Z1'1_IJ= Sheet Title INDICATES AREA OF ' DOUBLE ROOF FRAMING D OR Roof Plan INDICATES POST BELOW INDICATES STRUCTURAL - BEAM BELOW ROOF NOTE TO FRAMER INDICATES SEQUENCE 2 OF ROOF FRAMING All overhang sizes noted on roof plan are DETAIL SYMBOL — Sheet Number rough framing from outside face of stud wall 2/A5.1 to outside face of sub-fascia and sub-rake. detail# sheet First Floor Plan Braced Wall Calculations Schedule as per 2015 IRC, section 602.10 , Code yin Braced Wall Line Section A B C 1 1 .5 2 ` Bracing Method table CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP 602.10.4 MiC: h �aEA Min. Panel Length 602.10.5 table 24" 24" 24" 24" 24" 24" Braced Wall Line Spacing per 23.5' 23.5' 16.0' 47.5' 20.0' 47.5' plan a C r Required Bracing Length bo ( ) ( ) 4.0' (off 5.0' (o)602 3(1) intint (int.) /\rC tille C table 2 Wind Adjustment Factors 602.10.3(2) 1 Main Street Stony Brook NY 11790 1. Exposure category 1.00 1.00 1.00 1.00 1.00 1.00 phone. 631 686-6585 2. Roof eave to ridge height 1 1.15 1.15 1.15 1.15 1.15 1.15 fax. 631 686-6786 3. Wall height .90 .90 .90 .90 .90 .90 email. MMacrina@optonline.net 4. Number of BWL per directior 1.30 1.30 1.30 1.00 1.00 1.00 web. MMArchitectAIA.com 5. Additional holddowns n/a n/a n/a n/a n1a n/a These plans are an instrument of service and are the exclusive property of the architect. 6. Gypsum omitted n1a n/a n/a n/a n/a n/a Infringements of the concepts and design ideas presented on these drawings shall be prosecuted 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a to the fullest extent of the law. Copyright 2018: Michael Macrino Architect, pc. All rights reserved, average adjustment factor 1.10 1.10 1.10 1.00 1.00 1.00 no part of the plans may be reproduced without the expressed written consent of the architect. Adjusted Braced Wall Length 11.4' 11.4' 4.4' 20.0' 5.0' 20.0' Drawing Status Bracing Length Provided 18.5' 25' 9' 20.0' 6.5' 28.5' BWL 1.5 BWL 2 Compliance (pass/fail) pass fails pass pass pass pass 20'-0" 14'-0" Second Floor Plan Braced Wall Calculations � offset s s e , r Schedule as per 2015 IRC, section 602.10 AOI --_ 5. I Braced Wall Line O'wide Section A B 1 2 n S � C;% 1 method CJ-WSP - Bracing Method table CS-WSP CS-WSP CS-WSP CS-WSP - -- 602.10.4 r� 2.0'wide B.W.P 2.0'wide W.P table „ „ t-� method CS-WSP = - = method C -WSP Min. Panel Length 602.10.5 24 24 24" 24" r __________ i Braced Wall Line Spacing pplan 17.0' 17.0' 47.5' 47.5' ° _ I "T T, " 1 Required Bracing Length4.25' 4.25' 10.5' 10.5' table 0Dates -J - ° _ _ - - - ' - ---- ---- " -------- l 3(1) (int.) (int.) (int.) (int.) 60 - - 8.0 wide B.W.P ____=____� t________ 1/24/19 Bid Set - -- ----- --- TTmethod CS-WSP - I I II �� II mv - __ __ -_ _ ' Existing i i table Wind Adjustment Factors 602.10.3(2) 2/4/20 Issued for Construction _ -____ ______________�F= =_- ___ I =_-__-----i r------_- 11 ` 1 I Room 1 l; _ , n I; 1. Exposure category 1.00 1.00 1.00 1.00 16.0'wide B.W. i .I - , F = , 2. Roof eave to ridge height 1.10 1.10 1.10 1.10 -- - -- a ° -------- ------------ I I II method CS-WS i I �l ---------- i -- --------------��__________ ---- -- 6.5 wide B.W.P- - -------------- ___ '' ---- --__� F=====-_= j; 3. Wall height .90 .90 .90 .90 3 I I q9.o'wide B.W. I method CS-WSP ° - - -- I CS-WSP od eth � -- - --=---=- , i II �� f l 4. Number of BWL per directior 1.00 1.00 1.10 1.10 2.5 wide B.W.P 12.0'wide B.W.P 1 I I '' li ----- --- - ------ _ ________�� 5. Additional holddowns n/a n/a n1a n/a -3.0'wide B.W.P 3.0'wide B.W.P -_- a ---- method CS-WSP method CS-WSP - ---- `° -- - I ----, CO N 3.5'wide B.W.P - f method CS-WSP method CS-WSP= P D r I I' �� 6. Gypsum omitted n/a n/a n/a n/a J method CS-WS ==_= -- _-__ 00 �i , 1 11 7. Gypsum board fastening n/a n/a n/a n/a - - - - - - - - - - - - -33-- 9.0 wide B.W.P _ 1 -� -_- = -L==== Typical Shingle Siding 18"Western Red Cedar perfection shingles ±6 to the weather over 30#building felt . 8 over 1/2"CDX plywood sheathing Typical Board & Batten Siding 1 / z 1"x2"vertical battens over INA <wac: r' a 'f 1"x10"vertical boards Tl TLJ ------------- to match existing space see typical A1%r� h i t e ct between boards forr expansion over t -- 2 _ rake detail f ice &Watershield underlayment 21 Main Street Ston Brook NY 11790 12 12 12 12 ; 111-11 I 12 4 2 A5.2 Y 1 i 12 12 1 �! 12 ! -�, . 1 I 12 112 ® © ��� 92 ,Iii:I� I.i i.! typical Ia1 -.ir,_ 1 YP i Typical Roofing phone. 631 686-6585 atypical_' typical 'typical }? I shingle I typical. fax. 631 686-6786 II', shingle roofing j shingle siding I shingle ceiling height siding siding T T siding email. MMacrina@o 9 I !.:. 9 �, I�_-, _� , I �1-- I 9 — — — ptonline.net 18"Western Red Cedar Certi-Grade perfection tapersawn shakes web. MMArchitectAIA.com V to be#1 Grade, Blue Label with Certi-Last Preservative i 1 1 I I 1 I , '_� i_ Treatment to be installed as per the Cedar Shake& These plans are an instrument of service and are ,Il', the exclusive property of the architect. ® 1 r Shingle Bureau. y Infringements of the concepts and design ideas -� ` rn i = Sheathing resented on these drawings shall be 36' tall 201 �r 202 r 205 0 � '' p g prosecuted _1-'- 11-- _ I I s I.I to the fullest extent of the law. Copyright 2018: railing j _��3� ]; 1! ; continuous— T �_ ;_�', -. IS I ;r, v I I y 5/8"CDX plywood sheathing Michael Macrina Architect, pc. All rights reserved, T �;'- � blind metal E 203 204 '� — i,i, f, I l,' a, -f.1 x no part of the plans may be reproduced without II j flashingI s �. GABLE #3) ___��,J�__�l-..L�z�z� � � Exposure the expressed written consent of the architect. E __________ _ _ _ _;� 5-1/2 max.exposure for 4:12 or steeper roof pitch ----- -- 4-1/4"max.exposure for 3:12 to 4:12 roof pitch GABLE. (GABLE #2) —\ _ _ ______ I-I_l_ GABLE #4 new continuous metal standing seam metal flashing roof to be selected Underlayment Drawing Status (typ.each dormer) second floor subfloor Install(1) Layer of Ice&Watershield(self-adhering — — ceiling height polymer modified bitumen sheet)over all roof sheathing. I ij II I � jl � I Valleys ali n All Valleys are to be protected with copper flashing over • structural wood bracket fascia (1)layer of Ice&Watershield. (see detail,same sheet) (see sheet A3.1) H sued fo typical board Ventilation o — •— -Unvented Attic(hot roof) ConstruL; Liull � 101 102 ansid nge� 103 104 105 109 110 111 ^ ,� +i � r Fasteners All Fasteners are to be 3d box 1-1/4"stainless steel type 316 j 106 107 108 nails with a minimum penetration of 1/2"into the sheathing. 36"tall existing siding — — _ _ first floor subfloor Use(2)nails only for each shingle approximately 3/4" railing to remain /� from edge and approximately 1-1/2"above exposure line. Dates new steps NOTE 1/24/19 Bid Set new p.c. pier (see foundation plan) L--__ j Contractor to provide alternative price for 2/4/20 Issued for Construction co I t cot co3 new p.c. piers NOTE 30 year architectural asphalt roof. s (see foundation pan) All board and batten siding to remain. Proposed Front Elevation _ - _ _ _ _ basementslab Contractor to remove and replace if Flashing ___-________________________-___________________ necessary due to rot damage. g 1/4" = 1 '—O" ---------------------------- ----------- For all Horizontal Wall to Roof Intersections, Install Aluminum Coil Flashing. For all Sloped Wall to Roof Intersections, Install Aluminum Step Flashing. All Window Drip Caps to be Aluminum. No. Date Description Project Gutters Proposed new shed roof not to All Gutters are to be k-style to match existing. exceed existing Addition a n d ridge height align new gable All Leaders(downspouts)are to match existing. roof with existing Alteration 1 -1 2 Exterior Trim Boards see typical - -+-12 rake detail match For _ ex. Material 12 All Exterior Trim Boards are to match existing. ±4.5 Typical Installation ofing NeilHorner `typical_J Install as per manufacturer specifications: shingle -Install 2 fasteners per every framing member siding _ _ _ _ _ ceiling height r- for trim board applications. �r typical r, g & Madeline new thin typical roofing L I'I'I+`l.'i_shin le -_I _ -Install over flat, solid substrate. I , g t �= y stone veneer — i' siding t -All 'Azek'Joints are to be Glued with'Azek'adhesive ■ ■ to be selected ��r�T , Sinclair 12:. � 1.., i ±1 2 t' I I typical -Utilize 316 grade stainless steel fasteners match l_ 36"tall I shingle siding 00 o, 'sconce to I 5530 Pequash Avenue ex railing , i 1 I be selected r .N Typical Sizes: i - ;` !1, �. ., _,-a-. I 1 l ;.I •Fascia Board- 1"x8"to match existing. Cutchogue, NY new blind metal I iT I new blind metal step flashing " step flashing f'' •Rake Board- 1"x3"trim board over 1"x8"rake board I,,_, to match existing. aluminum cap I rl Jurisdiction plate height flashing _ _ second floor subfloor g _ _ _ _ s s Soffit-vented soffit to match existing - - ` -- -- --- -----=------- ------- --- ---1---i-- - _ — ceiling height Town of Southold ali f n with I 9 I existing Alin Suffolk County _ — I range exhaust CD t, light sconce structural wood bracket j to be selected -H 100 — y_ (see sheet A3.1) (typical) 00 =i Drawn By .n patch siding 125 j H M.P. Egz'i - as required i� o ! 121 q o �, typical board (D and batten Checked By: �Ca ,,,.��� sidin �° �) , raised first floor subfloor g M.A.M. M? of t% first floor subfloor — — — — — - — — — Job No. 1943 / 9 i i i I w Sheet Title ---new p.c. piers i (see foundation plan) I ' Elea ions 1 1 I I 1 1 ers)--- Pro osed Left Side Elevation nfoundapinp r n1 (see foundation plan) � �1 01 1t 1/4" = 11-0.0 - Left Sheet Number: r\A i C, M -a C r ,& Architect LI TT -^- 21 Main Street Stony Brook NY 11790 - __-� / r Typical Roofing 0 typical - / see typical flat hone. 631 686-6585 roofing eave detail ax. 631 686-6786 - - J.,dorrner plate height email. MMacrina@optonline.net Y r I web. MMArchitectAIA.com These plans are an instrument of service and are L 1 - I .[ 1 1 L. l l l Typical i �.' the exlusive property of the architect. new thin `, ,1,1 l_�- - 1 1 L, Infringements of the concepts and design ideas stone veneer t �� 1 � Shingle �r� �i _�'�.�-I Typical « R presented on these drawings shall be prosecuted to be selected -� - .-; ;_ -, ;. siding 210 _ J=�]__.,.[ roofing 36 tall rn to the fullest extent of the law. Copyright 2018: FIFT] FIFU new blind metal t~�['I I ' 11 1 I 1 1 1 !1 1 j _� � j railing I Y Michael Macrina Architect, pc. All rights reserved, step flashing t i.•N no part of the plans may be reproduced without 1 c -, .I-,'. ,., -_U X ,_ new continuous 1 ! 1 c' I I I' °' the expressed written consent of the architect. existing siding t- 1 1_r l- 1-1�:a. metal flashing 1 l to remain11- t ----------------- ------------ -- ------------ -- -- ----- - --- ------ ----------- .l. . ; i_�. i i _-1= _! _1 I�_I_i_'�i decking to Drawing Status plate height , be selected second floor subfloor - _ ,f' ceiling height - -Frit.f; fr,4 r i r • - - 1"x10"trim board o EO structural wood bracket s Issued r iu 117 118 i 119 120 (see sheet A3.1) i ■ new scone w u o s to be selecte typical board and n st i batten siding raised first floor subfloor - - - - - LE s 122 123 decking to be selected first floor subfloor Dates : I _____ _ new i i i I I I I t I t 1 new p•c. piers = = t t t I I t t t 1/24/19 Bid Set t see foundation plan) , t t t t t I t I t I I i 2/4/20 Issued for Construction L------- L_--__-J L__---_J L---------J L--------J L---------J Proposed Rear Elevation 1/4" = 10-01, porch beam(see structural plan) NOTE 3/4"Thick All board and batten siding to remain. 10" C 'Azek'to Contractor to remove and replace if Fin. Dim. 01 be painted No. Date i Description necessary due to rot damage. AQ blocking ea.side Project XX Alum. Cap Flashing Proposed 'Azek'Rams Crown#AZM-6934 1 Addition a n d � C Alteration ,f r 3/4"Thick'Azek' - Q bottom wrap For recess 1/4"from T_J LT_ I i side wrap 'Azek' - Base Cap Mould'g _T I I Typical� I (#AZM-164) Neil Horner see typical roofing r rake detail i ceiling height _ _ � I J T & Madeline typical board and ZZtypical roofing . ion batten siding I 11'1 1-i . Sinclair }_, new thin Fin. Dim. « a, new blind metal I �- � ' I �- -__1}. stone veneer 3I4 Thick co 1 step flashing r� to be selected 'Azek'to 1_ , ,a 1. be painted 5530 Pequash Avenue + x I J -1 1.1 I 206 207 ; TYPical I - °' l 111-111i. . .1!.1 -;,shingle_ q _41-_.,L- siding I- Jj Cutchogue, NY , 12 i 1-,1 1 1-1-1,1J;I aluminum 111 1 l -1 1-1.i 1 ;l - ! shim t2.5 - !I II it 1. 1111 ,11 I.1 cap flashing l! .I 1 I f 1{! .ii E space second floor subfloor 1 ,�__ I I 1 I 1 I I I I L 1 1 1 G.1 _ plate height 6 6 Jurisdiction . -- ----------------- -------- :----- -- - - - ---------- -------------------_-- o ceiling height nnoo new outdoor t , Treated tPost Town of Southold align trim showertobe fastened ew with ex. Ffl 1 o to P.C.Pier Suffolk Countyew t typical board /4"x3"tappered 1"x8 trim fascia I boardAzekca5 and batten pED o siding v. 115 L - oo X Drawn By: Qt,EQ �a�c Shiplap& Glue joints 1 f t _ •�, 114 T, 116 - -H ,ct: Ch, H X 1 1 112 �i L 113 +i a o .4 r 'Azek' M.P. �4� ��,�, post to be ! ;�o existing siding _ (#AZM 93)Scotia Id g Checked By: e t wrapped o V n (see detail to remain w �- / I I same sheet H _ _ - - - _ - - j1' - - raised first floor subfloor M.A.M. F first floor subfloor - - � � - -i - - - - - - - - - - - Job No. _ -y j, b3�2g6 ,dOQ- F.0'F tdE1f u -- - 12" 1943 r t ! r Sheet Title : `/ existing cellar new p.c. piers 5/4"x8"'Azek'Base ' entrance (see foundation plan) � = to be painted Elevations top of porch floor Proposed Right Side Elevation - Rear 1/4" = 1 •-0•' Typical Square Porch - Right Column Enclosure Detail 3" = 1 '-O" Sheet Number : •4• new roof rafter to match existing seat new roof rafter Second Floor on (1)2"x4"plate S1 to match existing M i A6.1 E—new floor joist—� existing ridge board C ridge height _ _ _ _ ridge height _ to remain — - - - - - new ridge board NOTE TO CONTRACTOR - - - - - - - /krchit(act o+ j to wl h existatch ing align •—— - / g First Floor Contractor to confirm : construction of existing roof R V) and to match existing.Consult r, existing roof rafters 21 Main Street Stony Brook NY 11790 In X 12 with Architect if existing roof L- = to remain -I � +12 construction is different than I -H o 2 new roof rafters match shown. ++ Attic hone. 631 686-6585 E match to match and align ex ax. 631 686-6786 o match with existing ceiling height _ _ _ _ _ _ ex. v' ;, vv': i, ew in I ti n ceiling height _ _ - - - - email. MMacrina@optonline.net new schedule) a Gable Roo web. MMArchitectAIA.com Construction Detail '+ new ceiling joists ? _ existing C.J. Ul (see structural plan) to remain These plans are an instrument of service and are the exclusive property of the architect. X 1' 1/2" _ 1 '-O" new Infringements of the concepts and design ideas 11•' a _ �' framed presented on these drawings shall be prosecuted Qo .. -_ p S2 1 ao rn W811S to the fullest extent of the law. Copyright 2018: I x I - Michael Mocrina Architect, c. All rights reserved, -"- New A6.1 A5.1 i� .X Renovated p o, ) no part of the plans may be reproduced without fI o S2 s ----T. -- FI c, _1 t _ the expressed written consent of the architect. -H o Bedroom #4 t Bathrm. — P o A6.1 o +1- Attic 3 Attic 'I, - _ teco P 3 AttIC Attic Drawing Status : second floor subfloor ——T� ii / L _ plate height second floor subfloor _ — — ceiling height — — — ,,, ;.,.y"};yy. ;. ^r'. // ceiling height - - - --- existing F.J. t10" new floor joists n w floor joists t1 " - to remain To match (see structural plan) new flush beam (se structural pian) _ existing see structural Ian to mmatch o+ ( plan) existin o, new insulation 9 - EX fOr N (see schedule)- _ _ New S II New t cn Powder I ° new 2"x4"wall New IVIUd U I New Room Hall a x ++ o Stop plate andle KltChen Room Bathrm. nI'm --— o _ S C E single shoe plate .- O first floor subfloor ! _ _ - _ ,ii[,first floor subfloor first floor subfloor _ vk �•5 l 'v Y`/t "1 '�A•Y �v' t•�� 6 . A •�.,Y N -- - L3 x g existin F.J. Existing Dates \,-existing F.J. g to remain Existing new in -- to remain (see schedule) existing fnd.wall -- existing pier Crawl S ace Crawl Space to remain existing fnd.wall to remain p 1/24/19 Bid Set to remain 2/4/20 Issued for Construction existing slab to remain existing slab Section to remain Section 1/4" = 1 '-O'• existing ridge board to remain existing roof rafters new structural ridge to remain beam to be set under existing ridge board post structural beam (see structural plan for beam size) each side(see structural plan for post locations) No. Date Description Project : New Ridge . Proposed Beam D Detail . ■ �/2•• _ 111 .-0.. Addition and �r=- �=�- existing ridge board new shed roof not to remain Alteration to exceed existing ridge height i ,1 — _ _ _ _ _ _ _ _ _ ridge height existing ridge board \� ridge height new roof rafters to remain / - - - - - - see roof plan) existinq_roof rafters I , ( P ) --t:o remain--_----_- For - �� G new ridge beam 2 52 1 2 I I C" (see structural plan) - A5.1 1 E2 _ A6.1 X4.5 Attic I I �' , 1 H x) Neil Horner teco - late height I existing roof rafters p g _ f, tv, _- _L_ - ceiling height - - - to remain I& Madeline M ff--- - - new flush beam - _-- -----�--- ---- o � �' to match �' i (see structural plan) �, '.? existing newceiling joists decorative ++ Sinclair X-C-- U-i -I j (see structural plan) X wood beams a� 00 Renovated q 5530 Pequash Avenue E 'I -� ===y Bedroom #3 �__ New E new insulation S -- -- Loft existing roof rafters (see schedule) CUtChogUe, NY =G new insulation to remain - T -- -moi (see schedule) Existing _ teco, _ — second floor subfloor plate hei ht ; Jurisdiction second floor subfloor -- - / p _ _ g _ - Living plate height plate-be,i ht_ _ _ ceiling height Room - - - - Town of Southold Suffolk County existingJL floor bests ew flush bei existing floor joists -_- — to re Plin teco t see structural Ian to remain teco to ( P ) ? —� i j new flush beam � QN �I NewCo C Al �, Drawn By. t� �' .�+ 1 -- I - x +I M.P. E - ti -H x Sitting +1 -H ( � wr _ - Dinin - - - - 9- - _. new P.T. - t . ledger(see a� Ik Room Nook new detail sheet A5.2 t 2=-=- - =r-= I P -- - • - ) Checked By: � V .,•, � • . 2. ''i. new built-in M.A.M. K see#ound tfor� an Fraised first floor subfloor y window seat - = firstoor subfl` or - first floor subfloor _ _ _ _ first floor subfloor � � I Job No. z -- - xis Ing F.J. O g 1943 / F NE�Z - to remain / xis Ing existing fnd.wall _4 existing F.J. existing pier g g 11111 HillI I to remain header to remain l Crawl Space to remain C new P.T. I (see fnd. plan) Sheet Title : ��� new low beam K, ]11new p.c. piers low beam existing f d.wall (see foundation plan) o ■ (see foundation plan) (see fnd. plan) ( to remain N New I new new p.c.foundation wall existing slab T - I cD window (see foundation plan) to remain Sections Recreation well (2)2"x6" new h d wall Room P.T. plate gravel floor in well Section 1 stud i h double for proper drainage I top late and as er sect.R310.2.3.2 2 I ( single shoe plate p •• of the IRC 1/4" A2.2 l existing slab -- to remain Section Sheet Number ' 1/4" _ -1 '-O" om WD Ma House Air Barrier House Exterior 2 existing ridge board Wall A5.2 to remain House Siding new ridge board existing roof rafters S1 " (see roof plan) 9 to remain A6.1 Lap Air Barrier over ridge height - - - Metal Cap Flashing Ll new flat valley sleeper - - - - - - - ridge height i C'-.'4- h -a isee roof plan) _K_A_ see g° aar) Install Ice&Water Shield !_ ! - - - _ i= _ s ro f pl n Cn Ea underlayment over Plywood a -12 Existing rC �,-� .�� Ct Sheathing to overlap onto i �? ___.- n roof raft s 1 2 1 2 0 foundation wall and terminate ''' __ ( fie roof pia ) Attic 1 2 House Subfloor new roof rafters c° " 12"above decking o, (see roof plan) - teco S2S2 „ 21 Main Street Stony Brook NY 11790 \11"Y_ i \i A6.1A6.1 plate heigh ' } .y t \ -6585! pone. Install Metal Cap =_- ' ' Decking to be Flashing over Nailer - new ceiling joists i ,! ,` fax. 631 686-6786 � , � 1 email. MMacrina@optonline.net (see structural plan) ,, new ceilin joists _ plate height selected ; Existing Rim Joist _ �� , existing ceiling joists to _ -_________-______ __� 9 j _ _ _ web. MMArchitectAIA.com remain, teco to new __ (see structural plan) f ------ " i� , flush beam These plans are an instrument of service and are f6-2 i --` the exclusive property of the architect. new flush beam to be " " Infringements of the concepts and design ideas to be adjusted in fie, by f�a(�ier teco'd to double R.R. 10 v sipped cig.. :, : �� presented on these drawings shall be prosecuted see structural Ian over ong _ over an Copyright( plan) j beyond 9 to the fullest extent of the low. Co i ht 2018: i Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without i% X11, the expressed written consent of the architect. 0 X �� ; • existing roof rafters i� \ Existing existing roof rafters -1 l Existing l - to remain g to remain 1/2"dia.x 4" Lag Screws at 15"oc '�.L0 O �` °�' _ - � Bed room #2 Drawing Status to be hot-dipped gaiv. O ,., , _ , F E Bedroom #2 �' °' CD cut back existing roof �,' rafters to new flush X Hot-Dipped Galvenized Hangers existing roof rafters �� header typical for all o at each deck joist to remain ! �� new dormer gables - -- �I "-' o, g � � underdouble rafter new / e each dormer CO o,N roof l w _ wall (se f 2"x8" Pressure Treated Ledger existing floor joists C:' _-- Issue 1� »r ---- _----- i ------_---_-_--------_-_--_� ".. - to remain 1!' I existing floor E Lo Joistsremain - o floor-sub gutoor n stlauc � ion ■ ex. sec. ----- N O O O O --- y -- -- _-- _ ex. sec. floor subfloor rn 0 -- } Existing - _ ----- -iiD-7 Foundation Wall 2 i ; A5.2 Dates 'Simpson' DTT1Z(9 10 Ib)deck tension shoot pressure treated plywood _= 1!24/19 Bid Set tie hold down device with a min.750 Ib j sheathing onto foundation wall capacity at 4 locations, evenly distribute 1/2"dia.x 4"masonry Lag Screws at /I to align with existing sheathing 2/4/20 Issued for Construction along deck and one withinof each 15"oc to be hot-dipped gaiv. � Typical Dormer Gable C o n st ru ct i o n end of the ledger. Hold-down devices Typical Dormer Roof Construction shall fully engage deck joist per'simpson' specifications with (8) 10dx1-1/2"nails. on wide face of deck joist.Secure tie to Typical Deck Ledger Detail 1/2•' = 1 •-O" 1/2" = 1 '-O" to sill plate with 318"dia SDWH timber-hex HDG screw as per'simpson'specifications 6" = V-0" (Half scala) (as per figure R507.2.3(2) of the 2015 IRC) (all floor joists run parallel to deck joists) Overhang -Y4"Y" see roof plan Roof Shingle Ice&Water Shield _........ ...............__... ._._ ... __ tri underlaym ent No. Date Description j 1"x3"trim board Project . to match existing Ice&Water Shield from fascia to c 24"past inside face of wall Roof Rafter E Proposed Roof Rafter d C - --_ E 1"x8" rake board Hr new R.R new C.J. -- to match existing --11-- (see roof plan) (see sturctural plan) Addition a n d S5 vent thru"goof I' ________ double F.J. under �` t2.5 t all vents existing vent new wall above ----soffit to Alteration J L J L Roof typical I match existing ex9house fascia 1"x8"fascia board Renovated ; - ex.floor joists teco For New T 1'~- Bathroom soffit to to match existing to remain f new low beam Bathroom .-- r' I -. match existingm t12 1 I 1 #3 �",�.� 3°o--I I I I I #2 �;` (no vent) i � (see sturctural plan) _; � overhang to 1-3en I align with cia Neil H 2"0-� vent I I I I " typical siding i I I new floor joists ; 2"0-- vent I I vent �-2 " II 1 house fascia see sturctural Ian overhang vent l 2 0 to match existing i I ( plan) 1 I " 1 1 1 1 (see elevations) vent Lay. I I I Lay. Lay. vent 2 0 a I vent (new flu h heaper ) ? Madeline I I W'C' I overhang see stu t ral Ian Shower I I Shower I Sec. Fir. I ( Sec. Floor (see roof plan) j Covered 2"0 Expanded r Porch ch New "� o Sinclair, waste 20_ Renovated2 waste Ex anded 3 � astwaste 30 Mud Room Powder we 5530 Pequash Avenue waste ,_ waste New Typical Eave Detail al Rake Detail Foye Room , New 2"� r I 2 1 _—-�''' ___ Bathroom CID ; /2„ = 1 •-o•• 3" = 1 •-o•• new post to Cutchogue, NY Kitchen vent T r vent I break r ex.---+ I 1-3% 1'' #� I be wrapped existing exterior / '-_. 1 I wall to be removed see detail ' I 2"0--t vent I I I vent 2"0 2"0 1' ( Jurisdiction Y4�0 Sink Sink „ vent I ( I vent I I `I " 1 ; sheet A4.2) waste 2 0 Lay. I Lay. Lay. vent r2.0 i I I Town of Southold waste I vent 2 0 D.W. W.C. I W.C. Tub vent WM. I Shower j Suffolk County (see sturctural p►an) new P.T. F.J. First Flr. First Flr. new loor joists (see foundation plan) ! new flush beam 2"0 " I I 1 I (see foundation plan) Drawn By: 2"� waste wase ; I , waste " waste RF Ci 3"0 2"0 waste 2"0 ex. J 3"0 2 0 waste ex.floor joists I I waste waste waste waste ex_ �I SIZE OF TRAPS FOR PLUMBING FIXTURES to remain M'P New waste waste �' r F.A.I. Bathroom tie in new waste table P3201.7 teco Coy line to existing / new P.T. post Checked By: tv #4 / Plumbing Fixture Trap Size ( plan) 3-0" / 9 P ex.foundation . g see foundation Ian ►� " r 2"0--4 vent I Bathtub(with or without shower head wall to remain • M.A.M. � ~ . - _/ �/ I Job No. / 1-112" I .." `,x,r,;;�_' �• 2"0-1 vent I I and/or whirlpool attachements) new P.T. led er I •1 vent Lay. / • 9 • (see detail same sheet) W.C. Bidet 1-1/4" id a 1943 Cellar Cellar / Clothes washer standpipe 2" Shower new foundation wall new p.c. pier below Sheet Title • _ Dishwasher(on separate trap) 1-1/2" (see foundation plan) (see foundation plan) tie in new waste / Floor Drain 2- 2"0 line to existing waste 2"p 3COA tie in new waste waste waste Kitchen Sink(on or two traps,with or p c • °���1! Misc.iSC■ Details e`aiIs line to existing House Trap without dishwasher and food waste disposer) 1-1/2" CO/ To Existing Laundry Tub 1-1/2" Plumber Riser Plumber Rise!r Diagram Sanitary System Lavatory 1-114" First Floor Addition /Tb Not tc) sca l g Shower(based on the total flow rate through and Porch Roof Addition showerheads and bodysprays) flow rate: QD 1/2" = 1 '-0- 5.7 gpm and less 1-1/2" more than 5.7 gpm up to 12.3 gpm 2" Sheet Number more than 12.3 gpm up to 25.8 gpm 2" more than 25.8 gpm up to 55.6 gpm 4" STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE . Table R602.3(1) of the 2015 IRC Contractor to contact local building dept. for required strapping inspection. FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough • opening framing requirements). All nailing is a general specification it applies unless noted otherwise. • Porch / Deck Strapping Details -' `` . *.` 116d ONE 16d Joint Description No,of Nails Nail Spacing required uplift force as per RAFTER pp g TO FILLER SIMPSON STRONG-TIE a BLOCK THREE 16d ROOF& CEILING FRAMING 'CS20' Coil Strap table R802.11 of the 2415 IRC TWO 16d over every rafter = 194 pOUr1dS TO FILLER Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter BLOCK Ceilin Joist to To Plate toe-nail (3) ad common Per Joist ( SIMPSON STR G-TIEhwa E: Ceiling P ( ) Yf 'HCP2' (single h rafter) 16d Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap a (3) 8d Nails ° 'HCP4' (double hip fter) STAGGERED Ceiling Joist lops over Partitions (face-nail) (3) 8d common Each Lop �� \ 3 8d Nails 12' O.C. ( ) (5) 8dx1-1/2 Nails M2"O.C. VERTICAL Collor Tie to Rafter (face-nail) (3) 10d common Each End to rafter • To ACER RIDGE o oSimpson Strong-Tie �� iiBlocking to Rafter (toe-nafl) (3) 8d common Each End BOARD ° — -ABA46 4"X6" POSt be c aero Rige Board (en -noi- ( ) common Per Rafter (2) 8dX1-1/2' Nails -ABA44 4"x4" PostGERED -�-- to plates PLATE � ti -ABA66 6"x6" PostWALL FRAMING ROOF %THREE 16d ROOF 21 MainStreet StonyBrook NY 11790 ALL TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc Q RAFTER RAFTER °° SIMPSON STRONG-TIE Fill Void with STUD 10d TOE- H2A at each rafter Rigid Insulation • . BLOCK Top Plates at Intersections (face-nail) (4) 16d common Joist-Each Side Prior to Sheath'g ,- NAILED (575 pounds) phone. 631 686-6585 TO SOLE Stud to Stud (face-nail) (2) 16d common 24' o.c. (5) 8dxl-1/2" Nails Typical Post Base fax. 631 686-6786 SHOE Header to Header (face-nail) 16d common 16'o.c. Along Edges rn to stud Connection Detail email. MMacrina@optonline.net Top of Bottom Plate to Stud (end-nail) (2) 16d common Per stud S1 Rafter to Rafter Roof Rafter to Plate Hip Rafter web. MMArchitectAlA.com Bottom Plate to Floor Joist, Band Joist, (2) 16d common Per Foot Connection Detail S2tWall Stud Detail to Plate DetaiI " These plans are an instrument of service and are SHOE End Joist, or Blocking (face-nail) �� 2 X Ledger fastened the exclusive property of the architect. to wall structure Infringements of the concepts and design ideas FLOOR FRAMING presented on these drawings shall be prosecuted , joist hanger to the fullest extent of the law. Copyright 2018: < Joist to Sill Top Plate or Girder (toe-nail) (4) 8d common Per Joist (5) 8d Nails Simpson' H2.5 A (600 pounds) Michael Mocrina Architect, pe. All rights reserved, DetaiOft ICr'71 exterior Oft Ical Bridging to Joist (toe-nail) (2) 8d common Each End See Rafter to Beam to no part of the plans may be reproduced without l p yp Detail vp Post Strapping Detail (S5) the expressed written consent of the architect. partition intersectionexterior corner post Blocking to Joist (toe-nail) (2) 8d common Each End hip / valley Blocking to Sill or Top Plate (toe-noil) (3) 16d common Each Block rafter '�� not to scalp not to scale o rafter impson' L70 Ledger Strip to Beam (face-nail) (3) 16d common Each Joist SIMPSON ST G-TIE C_ ��� Drawing Status Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist Model 'HRC1. 1" , f Band Joist to Joist (end-nail) (3) 16d common Per Joist rn e ° NIP a b � I Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot V/1 s e RAFTER p °o rafter ° a joist hanger NIP ° „ ROOF SHEATHING o 00 G RAFTER � ° ,( 2 x Ledger fastened Structural Panels (see zone diagram) GE v (5) °o t0 Wall structure full-height blocking continuous aloe len th Interior Zone 8d common 12" o.e. 0 8d Nails ° SS Ue for continuous rim of braced wall along ° Porch Rafter or band joist p Perimeter Zone ad common 6" o.c. O SIMPSON STRONG-TIE °e 0 perpendicular taming Gable Wall Edge Zone 8d common 4' o.c. 'CS20' Coil Strap a fl ConnectioUOnstructio CEILING SHEATHING over every stud eAssembly Detail 8d at 6" all along 8d at 6" all along Gypsum Wallboard 5d coolers 7" Edge / 10" Field (8) 8d Nails braced wall panel braced wall panel WALL SHEATHING H I Rafter Roof Beam Hip Porch Roof Rafter to Common Rafter 3 8d Common Nails Structural Panels 8d common 6" Edge / 12' Field to Ridge Detail � � Beam to Post Detail H• —( ) braced wall panel braced wall panel Garage Door Portal Openings 8d common 3'oc into all framing i / V a I l e Rafter at Each End of Strap Gypsum Wallboard 5d coolers 7" Ede 7" Field Wrap CS20 Strap Continuous Dates 3-16d at 16"o.c.along -16d at 16"o.c.along 9 braced wall panel braced wall panel FLOOR SHEATHING (Subfloor) From Porch Bm. over Roof Bm. lz g Structural Panels plate Back Down to Porch Bm. 1/24/19 Bid Set perpendicular taming (4) 8d Nails As Shown ontinuous rim '—full-height blocking 1" or Less 8d common s" Edge / 12" Field N If cripple studs are utilized over 2/4/20 Issued for Construction continuous along length END second fir. header,then provide one CS18 or band joist 9 n9 Greater than 1" 10d common 6" Edge /6' Field — (8) 8d Nails of braced wall panel •� E G strap from top plate to cripple stud Load-Bear'g Hollow FIGURE R602.10.8(1) SIMPSON STRONG-TIE a LEN6TrTN mer Sfromcripplestudtoheader Fiberglass Column BRACED WALL PANEL CONNECTION WHEN (8) 8d Nails a 'CS20' Coil Strap N 8 8d Nails over every stud ( ) PERPENDICULAR TO FLOOR/ CEILING FRAMING Q LENGTH (1,030 pounds) (8) 8d Nails —(3) Sd Common Nails r at Each End of Strap CONNECTION OF MULTIPLE PIECES Q SIMPSON STRONG-TIE OF TOP-LOADED BEAMS(1) 3 CLEAR Porch Girder SPAN CS18 Coil Strap SIMPSON STRONG-TIE A over every jack & king stud pp. g Post to Beam Strapping g 13/4"Width Pieces: 'CS20' Coil Strap ;3 Simpson H2.5 additional framing .� member directly above . Minimum of 3 rows lOd(3"x 0.128")nails at 12"o.c. over every stud first floor Install 'Simpson' CMST16 Y (8) 8d Nails Post continuous rim braced wall panel full-height blocking (1,030 pounds) for 16 ft wide sliding door 8 Post Base or end joist at 16"o.c.along a Minimum of 4 rows I0d(3"x 0.128")nails at 12"o.c. ;c braced wall panel Provide strapfor I for 14 and deeper beams �( END each jack std when No. Date Description toe-nail 3-8d nails at a If using 12d(3%4')or larger nails,the number `V LENGTH 8d at 6"o.c.along8d at 6"o.c.along each blocking member 8 8d Nails multiple jack StUdS g g of nailing rows may be reduced by one. ( ) (8) 8d Nails Concrete Pier braced wall panel braced wall panel �'•r q are required Project V/ 3�/z"Width Pieces: N 0) rim Joiet I- , braced wall panel braced wall panel braced wall panel N Hollow Porch Column • Minimum of 2 rows Y2"bolts at (8) 8d Nails Proposed to Deck Assembl`' Detail 3-16d at 16"o.c.along 3-16d at each 24"o.c.staggered � Y braced tall an along braced wall panel blocking member beLoadmustterwise, event'across entire Gable Stud Wall First Floor to Second Jack Stud at Addition and braced wall panel beam width.Otherwise,use connections for side-loaded beams. 2-16d nails each side Additional nailing or bolting may be S7to WalI D S8F1oor Wa11Stud tl Stud Det it a � � Header Opening continuous rim additional framing required with side-loaded multiple-member g Alteration or end joist member directly above full-height blocking beams. Refer to current product literature. braced wall panel at 16"o.c.along braced wall panel Roof Beam FIGURE R602.10.8(2) --Porch Roof Rafter to earn For N Q (8) 8d Nails to Post Strapping ( ) 1� BRACED WALL PANEL CONNECTION WHEN SIMPSON STRONG-TIE PARALLEL TO FLOOR/ CEILING FRAMING (>� 'CS20' Coil Strap SIMPSON STRONG-TIE over ever stud p SIMPSON STRONG-TIE (8) Sd Nails CS20 Coil Stra , Neil Horner y stud CS20 Coil Strap n (1,030 pounds) (1,030over epounds) over every stud N Solid Wo Post Inside Ilow Column � Madeline Q 0 (8) 8d Nails F� Rim Joist 2 8d s blocking /Ioor L d-Bear'g Hollow (8) 8d Nails ( ) PSPN516Z ,� (2) 8d Nails oub�eo<e °st F ergloss Column RPS28 MSTC52 Q„ wrap under s� Q\ (5) 8d Nails o o Sinclair r ^ Sill late I I w ° s'� LL P I wrap under Simpson H2.5 A ° o ase inside 5530 equash Avenue Sill plate ° �dt` (8) 8d Nails Hall Column (see Dtll.) (� top plate Cutehogue, NY L III I I joist hanger lull 11 VIII (5) 8dx1-1/2" Nails SIM ON STRONG-TIE II (III fo ation I I wall CS20 oil Strap E--Concrete ndation Jurisdiction 11 I stud over ever stud L I (8) 8dx1-1/2" Nailsibli Ail al, 1111bl. IIIIII III l l� (8) 8d N (8) 8d Nails Town of Southold 0 �I�lll ATEROR E PIPE Wall Stud to Wall Stud to Sill to Cantilevered Wall ud Suffolk County RIDGE O 10 Rim Joist Detail 11 at G r W t Rim LLS a age all o to To Plate tail S Id Post Porch Colu n _ M ATTIC t Found'n AssemblyD Drawn By: M.P. rn NSi v / �' Note: STRAPPING INSTRUCTIONS : Checked By: In NS1 < 8 Required where note M.A.M. 8 Nz � on Ions 1. All Strapping To Be 1-1/4" Wide 20 Ga. Steel Deck) a BLOCKING 2 BAYS (n p see deck ledger -' BACK @ 4$" o.c. = HD or Simpson Equivalent CS20 (coiled strap) rJoist detail, Z5 ° ° t v sheet A5.2 Job No. f" Unless Noted Otherwise. ° �(� (4) 8d Nails teco for attachment C ° 0 °' 4-+ 2. Use Stainless Steel Straps & Fasteners or to house 1943 / Z5 Ns1 U SECOND FLOOR a Solid Corner Post Soli orner Post--� ,` Hot-Dipped Golvenized When in Contact Porch beam s f r = v with Pressure treated Lumber. � HSS2- SCSI a o Q Post to Beam Strapping Sheet Ti(le,r'r = tz,,, 'SIMPSON' HDU8-S 2.5 3. Install Strapping For All New Construction. Simpson H2.5 (hot-dipped golv.) s u Y LINES And where noted on plans ! U 0 7/8" dia. 2-16d Common 4. Install Strapping for Each of the Following: Post Strapp g Details HSS2-3-SDS1.5 '''' 'Sims HDU4-SDS2.5 Threaded Rod nails @ 6 o.c. BLOCKING 2 BAYS---\/ Hol p n for full length -Rafter to Rafter over Ridge Post Base Nailing , NS1--► ELECTRICAL WIRING BACK @ 48" O.C. Of stud c -Rafter to Plate to Stud - iia e l i n SCh. "r Blocking SD Hi Rafter to Plate to Stud FIRST FLOOR Endwall p o C I second floor o '�Ns1 o p I a -Common Rafter to Hip/Valley Rafter �PSPN516Z LOAD BEARING WALL (with HVAC Chase) STC52 O i I a -End Wall Studs to Wall Studs - Framing Details U I l -Header to Jack Stud \PSPN58Z - 5/8" dia. Threaed Rod I �; -Jack Stud to Rim Joist Concrete Pier ,� s°"•" Rim Joist mbedded 12" into Concrete s -Wall Stud to Rim Joist (see fnd, plan) ••'•x RPS28Z BLOCKING 2 BAYS w Simpson SET Adhesive -Cantilevered Stud to wall below BACK @ 48" o.c. -Rim Joist to Sill Plate Sheet Number 'SIMPSON' HDU8 DS2.5-/ first floor -Rafter to Ledger with joist hanger 'n Electrical & HVAC Protection Guards Gable Wall Blockin DIU . o Holddown Connec 'on Dtl. Holddown Conn e tion Dtl. c�i Beam rtoP Beam nto FloorBeam g Plumbing , g Z aE -Floor Beam to Post Deck Strapping �. not to scal49 not to scale where noted on floor plans for first floor to second floor con ction 0 -Post to Pier (footing) Assembl Detail UU -Joists to Beam