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HomeMy WebLinkAbout51722-Z �oy�d°F sauTyolo Town of Southold * P.O. Box 1179 0 53095 Main Rd Ilk UNV- � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: .46139 Date: 05/02/2025 THIS CERTIFIES that the building COMMERCIAL ADDITION/Alteration Location of Property: 54895 Route 25 Southold, NY 11971 Sec/Block/Lot: 62.4-4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/31/2025 Pursuant to which Building Permit No. 51722 and dated: 03/11/2025 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: Addition and alterations, including front covered porch and window and door replacements, to existing building as applied for. The certificate is issued to: Group For East End Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: Authorized Uignature „ of so&ryo� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51722 Date: 03/11/2025 Permission is hereby granted to: Group For East End Inc PO BOX 1792 Southold, NY 11971 To: Construct repairs and alterationsto an existingoffice building as applied forto include removal of rear 2nd story deck, demolish and rebuild front porch "in kind”and siding and roof repairs. Premises Located at: 54895 Route 25, Southold, NY 11971 SCTM#62.-1-4 Pursuant to application dated 01/31/2025 and approved by the Building Inspector. To expire on 03/11/2027. Contractors: Required Inspections: Fees: Commercial- Repairs $433.50 DEMOLITION $112.00 CO Commercial $100.00 Total $645.50 Building Inspector OE SOUTyOIo TOWN OF SOUTHOLD BUILDING -DEPT. 00um,��''� 631 765-1802 ' INSPECTION FOUNDATION 1 ST/ REBAR [ ]. ROUGH PLBG. [ V UNDATION 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: 1.1 DATE INSPECTOR 50UlyOlo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INS-PECTION, [ ] FOUNDATION 1 ST/ REBAR [ ] 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: DATE INSPECTOR FIELD INSPECTION REPORT DATE 11 COMMENTS FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) cn ROUGH FRAMING& PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS rn to- TOWN OF SOUTHOLD—BUILDING DEPARTMENT k Gy=� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtowM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only , JA N 3 1 2025 k PERMIT NO. 1 Building Inspector.—Aa Applications and forms must be filled out in their entirety.Incomplete applications will not,be accepted: Where the Applicant is not.the owner,an 0Vh Owner's Authorization form.(Page 2)shall be completed.',, - Date: - ... _... OWNERS)OF PROPERTY: Name: " �P ia- - s.t. C SCTM#1000-,CZ—O f—O -- GNA _.. - - -- -- ---- - --- - -- -- --- Project Address:S itPhone#: 3�—.., 7G S �6 Email: Fo S diJ✓/�t.G�r`h�iV�� _. _ _..._ .__. /e!_._-- C-' _ _..._.._.__-- MailingAddress: O O / Z �i�iNolb �j 97 CONTACT PERSON: Name: i364 Mailing O ovTNe�0 Al /l97/ - - --- - �'-/79z -S- _ - - -- ------ -- - -- - - - - -- --- - -- Phone#: 74.5r'— ,_O Email• DESIGN.PROFESSIONAL INFORMATION: e:Nam A ._.__.. _1.. If Q'L /wg�tnf Mailing Address: Phone#:.1 '(r$5 Ema�_ :CONTRACTOR INFORMATION: Name: R.05algtitf �1yclST c/c'lto `o2•P• Mailing Address:,KU0ZZo K t. Z S 117 71 Phone#: 3l 7��•'-SG EmaiIlQIGPj7�lCBGSw��t-rJ�( . O DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition ❑Alteration PkRepair ❑Demolition Estimated Cost of Project: . ❑Other $ Z A,pdb . Ole Will the lot be re-graded? ❑Yes 2VNo Will excess fill be removed from premises? ❑Yes U Vo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: CJ�'�'C� ,' - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes Mo IF YES, PROVIDE A COPY. _ ... - J!" _{Check Box A fter-Reading: -The owner/contractor/design.professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town•Code:APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone . •Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and.regulations;and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the,New York State Penal Law. Application Submitted By(print name): lCA�EQ-4s���"� 15?Authorized Agent El Owner Signature of Applicant: Date: o - - STATE OF NEW YORK) COUNTY OF ` being duly sworn, deposes a_nd says that(#)he is.the applicant (Name of individual signing contract)above named,! (`)he is the LI�,IOce (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and fo make and file this application;that all statements contained in this'application`are-.true-to•th'e best of his/her,knowledge and belief; and that the work will be performed in the manner set,forth in the application file therewith. Sworn before me this _day of �g �, , 20_Z c Notary Public JOHN A. MAKI Notary,Public-State of New York No."01 MA6164838 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant i.s,not the owner) , My Commission Exp,04/30/202,f -7 �. t ct�rr Lu f residing at S Cf_�5 (,J� 9� rw do hereby authorize J1,��,Qi �asu,c�- 1� to apply on my behalf eto the Town of Southold Building Department for approval as'described herein. Owner's Signature Co.� / g �crQ C ,c, Date .57 d�L&<g Print Owner's Name �-- 2 v,rx0ljv 0.3'N. 0.3'E fO�N° °N gq/IfSO 1�66p c�VITGE N E COLONIAL 0. TK o" No c\ N 3os• �� mLIST OF D WINGS N 69 A-01 COVER SHEET; SITE • NOTES N0, �N �y A-02 EXISTING PLANS % : A-03 EXISTING SECTIONS; DEMO ° 5GOPE OF REPAIR5 A-04 EXISTING ELEVATIONS; DEMO 0" ir1 j GO Nam" A-OS PROPOSED PLANS " KEY MAP A-06 PROPOSED SECTIONS ., dR A-07 PROPOSED ELEVATIONS SCALE 1 = 600 2gE 0 MESS • •: . : ��, SUBJECT Wa PREMISES 5GOPE OF NORK: vl VA. O s I r REF R N -RE-BUILD DILAPIDATED FRONT PORGH IN PLAGE/I N KIND A. " E E E 5 G A I- E: 1 = 20' -- REMOVE EX 15T I NCB 2nd FLOOR DECK @ REAR OF BU I LD I NCB A . ' o —RE—BUILD RE BUILD DILAPIDATED REAR ROOF IN PLAGE/I N KIND -REPLAtGE DILAPIDATED EXTERIOR 51 D 1 N6 A5 REGU I RED Ne -REPLAtGE DILAPIDATED ROOF I N6 A5 REGU I RED R� VA FRP vs NO r p N \�" •O \y Q11 pG . I dol- �WcpO � � \ \�'P �NO M0N• 17- ' 16 6°:..: -•-��' AREA GLGULATIONS EXI5TIN6 FRONT PORGH: 130 50. FT. $\° EXI5TIN6 REAR ROOF: 137 50. FT. 0, NO .� \d o - - c�RB EXI5TIN6 REAR ROOF DEGK: 280 50. FT. tis , A:p 69e�1" : 3a5 �c Wpm ( 6ENERAL NOTES I. ALL WORK SHALL BE DONE IN 5TRIGT AGGORDANCE WITH THE CURRENT EDITION5 OF ANY,AND ALL, APPLICABLE GOVE5 LOCAL 5TATE AND RE51DE_'NTIAL GODS OF NEW YORK5T5TAT3E;THE INE-t�ER6Y Go 5ERVA TO THE CODE INTERNATIONAL �OF NEW YORI�ILDINC7 CODE.THE ATE; ALL 5TANDAR05 OF THE 5UFFOLK COUNITY DEPARTMENT OF HEALTH 5ERVIGE5 DIVI510N OF E:M/IORNMENTAL QUALITY; THE CODE OF THE TOWN OF EAST HAMPTON,A5HA REGULATIONS;AND ALL OTHER LOCAL LAWS AND AGENGIE5 HAVING JURI5DIGTION. 11. WHENEVER WORK 15 DONE WHERE NO DEFINITE DETAIL5 OR IN5TRUGTION5 ARE GIVEN THE G.G. 5HALL PERFORM THE 30. THE G.G. SHALL BE RE5PON51BLE FOR PROPER 5TORAGE AND HANDLING OF ALL MATERIALS AND EQUIPMENT. THE 7.1HE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS AND TO THESE NOTES A5 THE WORK WORK IN AGGGRDANCE WITH THE BE5T INDU5TRY PRAGTIGE,THAT 15,A5 THE WORK I� GU5TOMARILY DONE IN WORK PREM15E5 SHALL BE FREE OF ALL 5URPLU5 MATERIAL5 M015TURE,DIRT AND RUBBI5H AT ALL TIMES. UPON COMPLETION 2. THE G.G. (TERM SHALL MEAN OWNER, GENERAL CONTRACTOR, CONSTRUCTION MANAGER,OR WHOEVER 15 PROGRESSES. GRANGE ORDERS DRAWINGS,SPEGIFIGATIONS OR INSTRUCTIONS COVERING SUCH CHANGES WILL BE OF THE BEST CIA55 OF THE PARTICULAR TRADE. OF THE WORK,ALL 5TAIN5,AND PAINT 5POT5 SHALL BE`: REMOVED FROM GEILINGS, WALLS, FLOOR-5,WINDOWS, RE5PON51BLE FOR 5UPERVI510N, MEANS METHOD5 AND 5EQUENGE5 OF CON5TRUGTIONI) SHALL FILE PROGE55 155UED TO THE G.G., W405E REST (l BILITY IT WILL BE TO P15TRIBUTE THESE EXPEDITIOUSLY AND TO NOTIFY ALL COORDINATE OBTAIN AND PAY ALL FE.I'5 FOR BUCDING DEPARTMENT PERMITS, APPROVALS, INSP GTIONS SUFFOLK SUBGONTRAGTORS AFFECTED TO TAKE SUCH MEASURES AS MAY BE NECESSARY TO AVOID IN THE WORK DOOR5,ETC.,A5 PART OF A THOROUGH GLEANING. COUNTY DEPI�RTME:NT OF HEALTH 5ERVIGE5 PERMIT AND INSPECTIONS-ELEGTRICAL INL5PEGTION AND GERTIFIGATE; WHICH MAY OGGUR DUE TO THE U5E OF 5UPER5EDED DRAWINGS. 18. THE G.G. 5HALL SUBMIT SHOP DRA:WIN65,5KETGHE-5, 5AMPLE5 AND/OR MANUFACTURER'S CATALOG GUTS TO THE OTHER AGENGY APPROVALS WHEN REQUIRED,AND FINAL WRITTEN 516k OFFS FOR PROJECT COMPLETION. OWNER FOR ITEM5 GALLED FOR IN THE CONTRACT DOGUMNENT5. THE5E 5HALL BE REVIEWED FOR CONFORMANCE 31. NO FINAL PAYMENT, OR PART THEREOF,SHALL BECOME DUE UNTIL THE G.G. (AND ANY 5UBCONTRAGTOR HIRED 8.WORK AFFECTED BY GHANGE5 PROP05ED IN ANY RE:V15ED DRAWINGS OR OTHER DOUIMENT5 155UED TO THE (5.G. WITH DESIGN INTENT BY THE OWNER,PRIOR TO THE ORDERING OR FABRIGATION OF ANY ITEM. APPROVAL BY THE DIRECTLY BY THE OWNER)5HALL DELIVER TO THE OWNER A COMPLETE RELEASE OF ALL LIENS AR151N6 OUT OF T14I5 3. THE G.G. SHALL V151T THE 51TE AND VERIFY ALL JOB GONDITION5, DIMEN5ION5 AND DETAIL5 PRIOR TO 5UBMITTIN6 SHALL NOT BE EXEGUTED UNLE55 GHAN6E5 ARE AGGOMPANIED BY A LETTER OF AUTHORIZATION TO PROCEED OWNER DOE5 NOT RELIEVE THE G.G. FROM RE-5PON51BILITY FOR PROPER WORKMAN5HIP, COORDINATION OF GONTRAGT OR REGEIPT5 1N FULL IN LIEU THEREOF. THE G.G. MAY IF ANY CLAIMANT REfU5E5 TO SUPPLY A RELEASE OR ANY E5TIMATE5 OR BID5. ANY DI5GRE FENGIE5 OR OMI5510N5 WHIGH WOULD INTERFERE WITH THE 5AT15FAGTORY AGGORDINGLY. IN GA5E5 WHERE IN5TRUGTION5 AGCOMPANTYING ANY 155UE OF REVI5ED PRAWINC75 OR OTHER DIMENSIONS W11H ADJACENT WORK,AND NORMAL 6UARANTEE5 OF WORK. RECEIPT O� PAYMENT IN FULL OR IF ANY CLAIM 15 IN DISPUTE O� 15 SUBJEGT TO THE JUDGEMENT OF A COURT OF GOMPLETION OF THE WORK SHALL BE RIESOLVED PRIOR TO COMMENCEMENT OF THE WORK WITH THE OWNER OR DOGUMENT5 REQUEST E5TIMATE5 OF G05T INVOLVED, 5UGH E5TIMATE5 5HALL BE PREPARED AND 5UBMITTED COMPETENT JURISDICTION,FURNISH A BOND 5ATI5FAGTORY TO THE OWNER TO INDEMNIFY HIM AGAINST THE LIEN. IF HI5 DRAFTS PER50N WHO PREPARED THE DRAWINGS. PROMPTLY, IN ORDER NOT TO AFFECT THE 5GHEDULED PR06RE55 OF THE WORK. 19. THE G.G. 5HALL RM15H AND MAINTAIN TEMPORARY PROTECTION (50GH A5 MA50NITE TAPED DOWN TO FLOORING, ANY LIEN 15 FILED OR REMAIN5 UN5AT15FIED AFTER ALL PAYMENT5 ARE MADE THE G.G. 5HALL REFUND TO THE OWNER HEAVY DUTY PL A5TIG 5HEET5 NEATLY TAPED TO SEAL OUT DU5T, ETG) WHEREVER DAMAGE COULD OGGUR TO ALL MON►E5 THAT THE LATTER MAY BE GOMPELLED TO PAY IN D15GHAR6ING R16H LIEN INGLUDING ALL GO5T5 AND A 4. 1HE G.G. OR HI5 REPRESENTATIVE SHALL COORDINATE, AND BE PRESENT AT THE JOB5ITE FOR ANY AND ALL Q.1HE G.G. SHALL BE RE5PON51BLE FOR FURNISHING AND INSTALLING ALL LABOR,t�M,�ATERIALS,EQUIPMETT AND 5ERVIGE5 EXI5TING, OR Nf:WLY IN5TALLED WORK. REA50NABLE ATTORNEYS FEE,AND HEREBY AGREES TO INDEMNIFY THE OWNER AGAINST ALL 5UGH LOAN5,DAMAGE INSPEGT�ON15 BY THE BUILDING DEPARTMENT FIRE DEPAR1T�fENT,BOARD OF UNDERWRITER5, COUNTY DEPARTMENT OF NEGE55ARY TO COMPLETE ALL WORK SHOWN ON, OR REA50NABLY INFERRED 1-KVM,THE DRAWINGS. AND EXPEN5E AR151N6 OUT OF THE BONDING OR D15GHAR6E OF 5UGH LIEN. HEALTH 5ERVIGE5,AND ANY OTHER AGE:NGI 5 HAVING JURI5DIGTION. c��,q����� c,�,q���p��,�c� 20. THE G.G. SHALL RECTIFY AND PAY ALL COSTS INVOLVED IN THE REPAIR OF ANY DAMAGE TO EXISTING AREAS NOT 10.IJKKYQ 9 RTC•IV&TO BE 5GALED,DIMEN51ON5 GOVERN. LARGE 5GALE DETAIL5 SHALL TAKE PRECEDENCE OVER DESIGNATED fOR WORK TO BE DONE. THI5 RESTORATION SHALL BE DONE TO THE 5AT15FAGTION OF THE OWNER. 32. THE G.G. SHALL MAKE ARRAN6EMENT5, MAINTAIN AND PAY FOR ALL G05T5 FOR TEMPORARY 5ERVIGE5 OF ANY KIND 5. A COMPLETE 5ET OF THE LATE5T DRAWINGS SHALL BE KE FT AT THE J065ITE BY THE G.G. AT ALL TIME5 FOR U5E BY THE (WATER,PLUMBING LIGHTING,ELEGTRIGAL POWER, HEAT,PORTABLE TOILET,WA5TE GONTAINER5, ETC) THAT MAY BE BUILDING DEPARTMENT 21. DRIVEWAYS, PAVE MENTS, PUBLIC ROADWAYS CURBS ETC. THAT ARE BROKEN, SETTLED OR OTHERWISE DEFECTIVE A5 REQUIRED TO GONjDUGT 1HE WORK PROPERLY. 11.ALL DIMEN5ION5 ARE FROM ROUGH FRAMING TO ROUGH FRAMING,UNLE55 5PEGIFIGALLY INDIGATED OTHERWI5E. A RESULT OF F:EGEIVING,HANDLING OR STORAGE O� MATERIAL,OR PERFORMANCE 0� WORK UNDER THI5 6. WORK SHALL NOT COMMENCE PRIOR TO 5L BMI55ION BY EACH 5UBGONTRNAGTOR TO THE G.G.,OF CERTIFICATES OF GONTRAGT,OR BY REA50N OF NEGLEGT OF THE G.G. TO PROTECT PROPERLY AGAINST DAMAGE, SHALL BE FULLY 33. THE G.G. 5HALL FURNI5H AND MAINTAIN TWO FIRE E:XTINC05HER5,AT THE JOB 51TE,FOR THE DURATION OF ALL INSURANCE, INCLUDING DISABILITY, WORKMEN'S GOMfjEN5AT10N,AND GONTRAGTOR'S PUBLIC LIABILITY AND 12,ALL WORK SHALL BE EXECUTED WITH THE HIGHEST QUALITY MATERIALS AND BEST PROFESSIONAL STANDARDS OF RESTORED TG THE SATISFACTION OF THE OWNER,AT THE FULL G05T AND E)CPENSE OF THE G.G. THE EXTENT OF REPAIRS CONSTRUCTION WORK. PROPERTY DAMAGE. BY COMMENCING I^IORK,THE G.G. WILL HAVE CERTIFIED THAT ALL 5U5GONTTRAGTOR5 HAVE WORKMANSHIP OF THE VARIOU5 BUILDING TRADE5. ANY FAULTY OR DAMAGED WORK SHALL BE RECTIFIED BY THE OR REPLAGEN ENT5 SHALL BE DETERMINED BY THE OWNER. ADEQUATE IN5URANGE GOVERAGE. G.G.'5 AND EACH 5UBGONTRAGTOR'S IN5URANGE SHALL BE IN AMOUNTS NO G.G. AT NO C05T TO THE OWNER. IN GA5E5 WHERE THE OWNER HA5 ENGAGED A 5UBGONTRAGTOR DIRECTLY, 34. THE G.G. 5HALL 5UPERV15E: AND DIRECT THE WORK U51N6 HI5 BE5T 5KILL AND ATTENTION. HE 5HALL BE 5OLELY LE55 THAN TH05E 5ET FORTH BELOW. FAULTY OR DAMAGED WORK 5HALL BE 50 RECTIFIED BY THE 5UBGONTRAGTOR. 22. THE G.G. 5HALL-r-,IRN15H AND MAINTAIN ADEQUATE EQUIPMENT,5UGH A5 HEAVY DUTY VACUUM GLEANERS BROOM5 RE5PON5113LE FOR GON5TRUGTION MEAN5,METHODS,TECHNIQUES,5EQUENGE5 AND PROGEDURE5. A. WORKME N S GOMPEN5ATION IN5URANGE: 13.WHERE THE WORD 'EQUAL' 15 U5ED A5 APPLYING AND WASTE: R:GEPTAGL.ES, IN ORDER TO LEAVE THE JOB SITE NEAT,GLEAN AND FREE OF DUST AND DEBRIS,DAILY.TO A PRODUGT OR MATERIAL THE OWNER 5HALL BE THE PER50N TO 35. SHOULD DRAWINGS AND/OR 5PEGIFIGATION5 CONFLICT THE G.G.AND EACH SUBCONTRAGTOR,5HALL BE G.G. SHALL PROCURE AND MAINTAIN WORKMEN'S GOMPEN5ATION FOR ALL HI5 EMPLOYE E5 TO BE ENGAGED DECIDE WHETHER OR NOT THE PROPOSED ARTICLE IS EQUAL. REQUEST FOR Ai3PROYAL SHALL BE SUBMITTED IN 23. THE G.G. 5HALJ_ PAY ALL 5AL.E5,GON5UMER U5E,AND OTHER 51MILAR TAXES REQUIRED BY LAW. G05T5 FOR THESE RE5PON51BL.E FOR THE GREATER QUANTITY,OR HIGHER QUALITY OF WORK GALLED FOR. IN WORK UNDER THI5 GONTRNGT AND, IN THE GA5E OF ANY 5UGH WORK SUBLET,THE G.G. SHALL REQUIRE THE WRITING BY THE G.G.,OR IN THE EVENT THAT THE OWNER 15 THE G.G.,BY THE 5UBGONTRAGTOR PROP051NG THE TAXE5 5HALL BE INCLUDED IN THE G.G.'S BIDS OR E5TIMATE5. 5UBGONTRAGTOR 51MILARLY TO PROVIDE WORKMEN'S GOMPEN5ATION IN5URANGE FOR ALL OF THE GHANGE.. 36. DURING THE GOUR5E OF CON5TRUGTION WORK THE G.G. SHALL MARK UP A 5ET OF DRAWINGS,TO "ATE THE 5UBGONTRAGTOR'S EMPLOYE E5 TO BE ENGAGED IN 5UGH WORK. 24. HAVE.G.5HA=TEp ENGI 055E COVER UP ANY WORK REENQA� ANPGE TION AND APPROVAL UNTIL IN5PEGTOR5 ACTUAL. DRAAWBNIL TO THE OWNER.A COMPLETION OMP E ID NOG OF THE UMENT ANY AND ES. PRIOR TO FINAL. PAYMENT TO THE G.G.,5UBMIT 14.NO MATERIAL 5UB5TITUTION5 5HALL BE MADE WITHOUT FIR5T INFORMING THE OWNER. SUBMIT MATERIAL B. GOMPREHEN5IVE PUBLIC LIABILITY BODILY INJURY AND PROPERTY DAMAGE IN5URANGE: 5PEGIFIGATION5 AND 5AMPL.E5 FOR APPROVAL, IN WRITING, PRIOR TO ORDERING OR GOMMENGEMENT OF WORK. THE G.G. SHALL PROCURE AND MANTAIN DURING THE LIFE OF THI5 CONTRACT GOMPREHEN5IVE PUBLIC 25. ALL GUTTING AND PATGHING OF WORK SHALL BE THE RE5PON516ILITY OF THE G.G., WHETHER DONE BY HIM OR BY ANY LIABILITY,BODILY INJURY AND PROPERTY DAMAGE INSURANCE IN AN AMOUNT NOT LE55 THAN $I,000,OOO.00 15.THE G.G. SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER SUBGONTRAGTORS AND GONTRAGTORS, 5UBGONTRAGTOR. Proposed Repairs COMBINED 51NC7LE LIMIT INGLUDING COMPLETED OPERATION5. SUCH IN5URANGE SHALL BE PROVIDED AND WHETHER HI5 OWN,OR TH05E ON 5EPARATE GONTRAGT5 LET BY THE OWNER. PRIOR TO THE COMMENCEMENT OF P P MAINTAINED AT ALL Tll�f BY THE G.G. AND ALL OF HI5 5U6GONTRAGTOR5 ENGAGED IN THE PERFORMANCE WORK,THE G.G. SHALL PROVIDE A WORK 5GHEDULE TO THE OWNER,5HOWIN6 E5TIMATED GOMMENGEMENT AND 26. ALL REQUI5ITI9N5 FOR PAYMENT FROM THE G.G. 5HALL BE SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL. OF THE WORK. COMPLETION DATES FOR EACH 5U5GONTRAGTOR. 21. THE OWNER %ALL HAVE AGCE55 TO THE JOB 51TE AT ALL TIMES, AND TO THE SHOP OF ANY SUBGONTRAGTOR5. ANY Group for the East End G. 5GOPE OF IN5URANGE AND !FEGIAL HAZAR05: 16.THE G.G. A55UME5 RE5PON515ILITY FOR HAVING ALL 5UBGONTRAGTOR5 REVIEW ALL CONTRACT DOCUMENT5 FOR INFERIOR MATERIALS OR WORKMAN5HIP SHALL BE REMOVED UPON THE REQUEST OF THE OWNER,AND 5UGH WORK THE INSURANCE REQUIRED UNDER PARAGRAPH5 'A' AND 'B' HEREOF SHALL PROVIDE ADEQUATE PROTEGTION THEIR COMPLETE 5GOPE OF WORK, PRIOR TO 5UBMITTING ANY E5TIMATE5 OR BID5. THE G.G. 5HALL BE HELD 5HALL BE REGON5TRUGTED BY THE G.G.,AT NO ADDITIONAL 605T TO THE OWNER. 54895 Main Rd. FOR THE G.G. AND HI5 5UBCONTRAGTOR5 AGAINST DAMAGE GLAIM5 WHICH MAY AR15E FROM OPERATIONS RE5PON51BLE FOR THE WORK PERFORMED BY ALL OF HI5 5U5GONTRAGTOR5. UNDER THI5 CONTRACT, WHETHER 5UGH OPERATION5 BE BY THE IN5URED,OR BY ANYONE DIRECTLY OR 28. THE G.G. SHALL BE RE5PON515LE FOR 5EGURING THE NEGE55ARY APPROVAL5 AND PERMIT5 FROM LOGAL GOVERNING Southold, New York INDIREGTLY EMPLOYED BY HIM. IN5URANGE 5HALL AL50 ADEQUATELY PROTECT AGAINST ANY 5PEGIAL AUTHORITIE5 INGLUDING THE BUILDING IN5PEGTOR'S CERTIFICATE OF OCCUPANCY AND HEALTH DEPARTMENT AND HAZARDS WHICH MAY BE E:N000NTERED IN THE PERFORMANCE OF THI5 CONTRACT,50GH A5 FIRE,6A5 BOARD OF SIRE UNDERWRITERS GERTIFIGATE5. THE BUILDING PERMIT 5HALL BE 06PERLY 0I5PLAYED AT THE JOB 51TE. EXPL05ION,FLOOD, ETG. Drawings List Date: 24. THE G.G. GUARANTEES THAT ALL MATERIALS, WORKMANSHIP AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE g 20 May?3 D. PRIOR TO THE INSURANCE CERTIFICATE,EMENT OF INL�IGAT NG�GOYERAGERK �N AMOUNT NOT LE55 THANOWNER RTHOSE SET FORTH ABOVE. THE THE DATE O WITH A COPY OF EACH NEW,OF F THE ARGFII, QUALITY FREE APPROVAL OF AND D FINAL PAYME N FROM THE REMAIN OMER TO THE G GPERIOD OF ONE YEAR FROM OWNER RE5ERVE5 THE RIGHT TO REVIEW AND APPROVE ALL INSURANCE GOMPANIE5 AND GOVERAGE. Site Reference E. TEN DAYS ADVANCE WRITTEN NOTICE SHALL BE GIVEN TO THE OWNER,BY THE IN5URANGE CARRIER, OF ANY Scope of Work P***A GHANGE OR CANCELLATION OF GOVERAGE 5ET FORTH ABOVE. F. THE G.G. 5HALL PROMPTLY, OR A5 50ON A5 15 REA50NABLY P055161 E, NOTIFY THE OWNER IN WRITING,OF ANY Area Calcs AGGIDENT OR OGGURENGE INIVOLVING INJURY OR DAMAGE TO PROPERTY DURING THE GOUR5E OF GON5TRUGTION. THE REPORT SHALL BE MADE NOTWITH5TANDIN6 THE FACT THAT No INJURY OR DAMAGE MAY Project Notes BE APPARENT AT THE TIME OF THE AGGIDENT OR OGGURRENGE. Drawn By: CWG A-� "Pond APPROVED AS NOTED t DATE3-I I-aS B.P 9, 61 r7 F y 5. SO BY.I_JLL. COMPLY WITH ALL CODES OR NEW PORK ST ATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT R IRED AND CONDITIONS OF 01-765-1802 8AM TO 4PM FOR THE \, FOLLOWINGINSPECTIONS: FOUNDATION-TWO REQUIRED SWMMPJMNN FOR POURED CONCRETE , �01111101D1gYI�I1�Si�i ROUGH-FRAMING&PLUMBING � + INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALT.MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS AN exterior lighting inStged,replaced or - - repaired shaA conform .. to Chapter 172 .r,., of the Town Code CODE DATA • 2020 RESIDENTIAL CODE OF NYS _ 'S House Air Barrier ?A • APPENDIX J: (AJ801 ) House Exterior (2)2"x4" post A_1 new 2"x6"C.J. House Siding :- 0 ous at 16 oc 8 CLASSIFICATION: I CATI N- O add ition t n u 0 Wa teco to ledger D wn 5'1 o Lap Air Barrier over _ _ _ _ _ _ _ _ • TOWN OF SOUTHOLD ZONING CODE C ��- Metal Cap Flashing 1 r- ------- - --_-- - - -- -- -- -- --- - 'si pson'HUC41 I- - _ ----_--- --- - --- co cealed flange I _--_ _ - - --- - - - - new 2"x6"flush ledger br C.J.attachment g I �-- ---New-=- - o, ha gertoconnect IIC_, - - - -- -------- --- ---- _ _____ _ _ secure to house structure with 1/4"dia.x USE: Single Family Detached ResidentialM -a _ I L POrch - -- of ex. door- 4"Ion timber locks at'6"oc sh rt beam into log i i � g I o be m as shown 1 t5/4"T&G fir decking_ - - __ -_ staggered top and bottom ! CONSTRUCTION: Wood Frame (un-sprinklered) T- - II - - - " r c h ito t - - - _ - ual -e uat - -- - =3%2"x9l2=Paraltam -- q - q (2)2"x4"post -0 I - i - _ _ - - -- _ _ _ _ _ - ENERGY CODE COMPLIANCE METHOD Install Ice&Water Shield `D r=x� Irl, dro ed beam ___ - -_ underlayment over Plywood ___= PP==_ 97 L Main Street Stony Brook NY 11790 Sheathing to overlap onto House Subfloor ---------- -_- ------_- ------- -= -- N / A foundation wall and terminate � a 4"x4" (PT)post from step 12"above decking Q beam above down to phone. 631 686-6585 Lporch floor pier footing, provide all email. MMacrina@MMArchitectAIA com v framing below 1" tra in serdetails 31" 31„ \align r SCOPE OF WORK 32 strapping P 2 2 a g porch beam t3'-31" with house stud wall web. MMArchitectAlA.com Remove existing covered porch & replace a new These plans are an instrument of service nd are Install Metal Cap the exclusive property of the architect. Decking Flashin over Nailer „ equal support step covered porch to match existing footprint Infringements of the concepts and design ideas g 4 „ on walkway presented on these drawings shall be prosecuted Rim Joist 19-8 to the fullest extent of the law. Copyright) 2025: roof framing Electrical work for porch lighting & power Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without f20'-10" the expressed written consent of the architect. A existing wall \ A-1 Climatic & Geographic Design Criteria Table R301.2(1) Drawing Status Ground Snow Load: 20 psf Proposed First Floor Plan Speed: 130 mph ultimate wind speed 1/2"dia.x 4"Lag Screws at 15"oc (127 mph actual as per ASCE 7-16) to be hot-dipped galy. 0 `" 1/4" = 1 '-O" rn Topographic Effects: Noin fo a I r You M Q Wind Exposure Category: B Issued Hot-Dipped Galvenized Hangers at each deck joist A ' ' Seismic Design Category: B Electric Power Lines Const I I n Special Wind Region No L Gas,Oil,or Steam O O O O holddown device _ Communication Unes,CATV Wind Bome Debris Zone Yes � --- -- ----- - ------ (see dtl.1,same sht.) �' F O O O O --- -- ---- - --------� Potable Water o „ equal equal equal `® w= �24 T24 Reclaimed Water,Irrigation,Slurry rn Weathering: Severe m max max Sewers and Drain Lines E Frost Line Depth: 36 inches 2"x10" Pressure Treated Ledger I _ _ _ _ _ _ _ Know �`tbsebem{DW T'--1 Temporary Survey Markings o Termite: Moderate to Heavy 0 I 1 Y g _1 Dates 2"x10"(PT)ledger = Proposed Excavation Ev I new 2"x8" PT F.J. secured to house � 1/28/25 Issued for Constructio ( ) of ex. door at 16' oc(8') above rim (see ledger detail) I teco to ledger w/ Winter Design Temperature 11 d 10 hot dipped galy. E. I h equal equal angers 4x4" PT ost Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters I ( )P ______ 0 I to support girder Flood Hazards N/A 'Simpson'DTT1Z(910 lb)deck tension - tie hold down device with a min. 750 lb = ___ __ _------_ ___ _________ _ _ ___________ = Air Freezing Index 618 capacity at 4 locations, evenly distribute . along deck and one within 24"of each (2)2"x8"(PTto )low b am typical porch Mean Annual Temp. 52.1 degrees end of the ledger. Hold-down devices (one on each side of post) post from above Component and Cladding Loads: Table R301.2(2) shall fully engage deck joist per'simpson' secured with 1/2"dia.galy. specifications with (8) 10dx1-1/2"nails. 1/2"dia.x 4"Lag Screws at through bolts top&bottom ZONE 4 18.2 -19.0 on wide face of deck joist.Secure tie to 15"oc to be hot-dipped gaiv. TYPICAL PORCH PIER (2 per post) ICUco to sill plate with 3/8"dia SDWH timber-hex `Foundation Wall 18"dia. P.C. sonatube pier on a 6" „ ZONE 5 18.2 -24.0 HDG screw as per'simpson'specifications on undisturbed soil to be seta 8'-0" 8'-1 t2'-5" 12" minimum of 36"below grade close to equally spaced/ _ ZONE 1 16.7 -18.0 No. Date Description Top of Pier to be 2"below finish grade. FASTENING SCHEDULE : Table R602.3(1) of the 2020 RCNYS o M ZONE 2 16.7 -21.0 Install Simpson Base (see detail, same sht.) 10" 20-0 NOTE. This schedule does not include nailing for metal framing straps r- A porch floor framing (see section for strapping and requirements section for rough 04 Project T i c��I Ledger Detail into Concrete Pier for Post Attachment opening framing requirements). CBZONE 3 16.7 -21.0 (4 total) A-1 All nailing is a general specification it applies unless noted otherwise. Joint Description No.of Nails Nail Spacing O ZONE 1 10.5 -16.0 Proposed 6" = 1 '-O" (half scale) ROOF & CEILING FRAMING 0 c ZONE 2 10.5 -29.0 Porch EXCAVATION NOTE: Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter General Contractor Shall Proposed Plan ZONE 3 10.5 -43.0 Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist Locate & Stake Out All 1/4" = 1 '-O" Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap ZONE 1 10.0 -18.0 Addition Existing Utilities Prior to � o Any Excavation. Ceiling Joist lops over Partitions (face-nail) (3) 8d common Each Lap coZONE 2 10.0 -30.0 Collar Tie to Rafter (face-nail) (3) 10d common Each End N Blocking to Rafter (toe-nail) (3) 8d common Each End o ZONE 3 1 10.0 -46.0 For Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter Zone Diagrams : ROOF SHEATHING - Structural Panels (see zone diagram) Interior Zone 8d common 12' o.c. 2�� 1 3 3 Group Perimeter Zone 8d common 6" o.c. s 3 � 4' , � 5 for the Gable Wall Edge Zone 8d common 4' o.c. 5 2 5 2 CEILING SHEATHING East 44 En" NOTE TO FRAMER Gypsum Wallboard 5d coolers 7" Edge / 10" Field 2 x Ledger fastened s s 5 5 to wall structure Framer is to verify porch WALL SHEATHING Gable Interior roof to maintain a mininum Wall ® Zone Dist hanger Structural Panels 8d common 6" Edge / 12' Field 1 9 of 4"below existing second Edge Perimeter 54895 Main Road floor windowsill. If necessary Garage Door Portal Openings 8d common Yoc into all framing Zone b Zone See Rafter to Beam to adjust roof pitch or top of Gypsum Wallboard 5d coolers 7" Edge /7" Field Southold, NY Post Strapping Detail (Si)(5) 8d Nails %Simpson' H2.5 A beam elevation MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 / I_\ J USE LIVE LOAD DEAD LOAD Jurisdiction I Exterior Balconies and decks 40 psf 10 psf Town of Southold Fire Escapes 40 psf 10 ` ► psf o rafter \\ Suffolk County o joist hanger , 40 0 I 2"x Ledger fastened Passenger Vehicle Garages 50 psf as per plan o It, parr' to wall structure 2"x10"ledger ecured to Unhabitable ATTICS without Storage 10 psf 10 psf ° ao each wall stu with 1/4" Unhabitable ATTICS with Storage 20 psf Drawn By: Porch Rafter Architectural asphalt roof shingles 9 p 10 psf f o dia.x 4"timber locks at 16"oc to be selected over ice&watershield M.A.M. staggered top nd bottom blind metal Habitable ATTICS and ATTICS Connection 1"x6"rake boa d Maintain a min. underlayment over 1/2"CDX plywood served with fixed stairs 30 psf 15 psf (5) o0 2"x8"roof rafters flashing onto of 4"to window sill 8d Nails Assembly Detail sheathing. Checked B J, a teco connection at 16"oc(8') siding tom match ex. roofing ROOMS other than sleeping rooms 40 psf 15 psf y � N All Fasteners are to be M.A.M. SIMPSt G= 'CS20' N STRONG-TIE °a o „ alum. c p _ corrosion-resistant with a minimum Sleeping Rooms 30 psf 15 psf 'CS20' Coil Strap <� fl- / 12 1 -0 flashin over --- --------------------- ------------ ---- - ------- --- ----- ". P over ever stud a a 3 enetration of 3/4 Into the sheathing. overhang p Job No. y wood post down to g beam rap 1"x6"fascia Use 6 fasteners for each shingle. Stairs 40 psf 10 psf rl OF�, (8) 8d Nails top of pier footing Install Rafter to ( ) 2504 beam Strapping (S1) '-_�i __ Guards and Handrails 200 psf lateral i at eve rafter - i�� Beam to Joist Strapping (tyP every ) Porch Roof Rafter to Simpson H2.5 (hot-dipped alv. -wrap porch beam Guard in-fill components 50 psf S p ( pp g ) low porch beam p P continue beam Sheet Title with 1"x'versatex' P . Beam to Post Detail � � to be wrapped wrap onto house ROOFS 30 psf 15 psf all three sides see deck ledger � i (see floor plan) wall,adjust beam �' . r�'A'' c Deck Joist\ detail, same sht. T&G ceiling material i i wrap pack-out to ALLOWABLE DEFLECTION : Table R301.7 11 YYYY .7 J to be selected 2"x6"C.J. for attachment E I i at 16"oc(8') unvented sof it align with house -"-(4) 8d Nails to house = i T&G soffit material wall Structural Member Allowable Deflection -0 i to be selected o Porch Girder I - i I i� o i Rafters having slopes greater than 3/12 with no L/180 4„x4' P.T. post (typical) o 1 i wrap porch rosts +l finished ceiling attached to rafters. ° ° Post see detail'1',sht.A-1 +' 2"x8' (PT) F.J. with 1"x'versatex' _ / - at 16"oc(8') = Interior Walls and Partitions H/180 "' house floor `n ( Post Base -- -�-- \ Floors and Plastered ceilings L/360 Simpson Strong-Tie / 1"x10"trim board 1"x10"trim board All other Structural Members L/240 -ABA44 (4"x4" Post) �� low beam on each side Sheet Number: of porch post, secured with Exterior Walls with plaster or stucco finish H/360 nn ry = 1/2"dia.galy.through bolts Exterior Walls - wind loads° with brittle finishes H 240 YP Strapping Section ct i o n M top&bottom (2 per post) Left Elevation evati o n Front Elevation evati o n Exterior Walls - wind loads with flexible finishes H/120 Typical Post Base Deck Stra in I a Connection Detail Assembly Detail id -1/4" = 1 '-O'• 1/4" = 1 '-O" 1 14" = 1 '-O" Lintels Supporting Masonry Veneer Walls L/600 sonatube porch pier Note : L=Span Length, H=Span Height GENERAL CONDITIONS CONCRETE ROUGH CARPENTRY FIRE BLOCKING / DRAFTSTOPPING FLASHING / SEALANTS / TAPES ELECTRICAL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 1. DRAFTSTOPPING REQUIRED: 1. Contractor to provide metal or soft flashing where framing lumber is 1. All electrical work shall conform to rules and regulations of the All codes shall supercede the drawings and shall be incorporated into otherwise on plans. When there is usable space both above and below the concealed space in contact with soil or concrete. 2017 National Electric Code, NFPA 70-2017 and the 2020 the drawings,whether they are indicated on the plans or not. 2. All structural dimensional lumber to be doug fir#2 or better with a of a floor/ceiling assembly, draftstopping shall be installed so that the 06 f NY Residential Code 2. All concrete work shall comply with the requirements of the American minimum Fb=850 and E= 1.4x1 .No SPF lumber may be used area of the concealed space does not exceed 1,000 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where o S. - . 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. except for sills, plates and blocking. Southern Yellow Pine may be The draftstopping shall divide the concealed space into approximate tops of level roofs intersect with vertical wall surfaces. See plan for 2• The Electrical equipment and wiring shall be installed in accordance at the site before any construction work is started.The Contractor shall used as a substitution for doug fir. equal areas.Where the assembly is enclosed by a floor member metal specification. with chapters 34 thru 43 of the 2020 Residential Code of NYS. l notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume above and a ceiling membrane below,the draftstoppingshall be 3. Electrical work to be Fire Underwriter's inspected and approved. and/or field conditions before starting the work. The discovery of of concrete)shall not be less thasn 5%or more than 7%. 3. All exterior lumber to be preservative treated provided in a floor/ceiling assemblies under the following circumstances: 3. Contractor to provide metal step flashing around all chimneys,skylights discrepancies after beginning the work shall be the full responsibility and where sides of sloped roofs intersect with vertical wall surfaces. 4. All electrical outlets in"wet"areas to be ground fault interrupter of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 4. All lumber that is in contact with masonry/concrete is tc be a. Ceiling is suspended underfloor framing All metal flashing shall extend up vertically a minimum of 4"from the (G.F.I.)type. M i C' 3. Contractor shall report any discrepancies in plans and details to the a minimum of 3,500 psi. preservative treated. b. Floor framing is constructed of truss-type open-web or roof surface. See plans for metal specificaiton. 5. Working clearance dimensions around electrical panel to be a minimum of 36"deep x 30"wide x 6'-6"high. � �' Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and perforated members. 4. Contractor to provide metal cap flashing over all windows and exterior conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the a minimum E= 1.9x106. doors. See plans for metal specification. 6. All electrical work to be performed by a local licensed electrician. M .--a n cla It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side Draftstopping Materials: Ground-Fault Circuit-Interrupter Protection. Akrch itEEKA Owner immediately if the occurs. of the form. 6. SHEATHING/SUBFLOOR Draftstopping materials shall not be less than 1/2"gypsum board 5. Contractor to provide copper step flashing for all masonry chimney to • Each plywood sheet shall bear the'APA'trademark stamp. or 3/8"wood panels. Draftstopping shall be installed parallel to the roof intersections.The flashing is to extend vertically up against the Locations. 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood, steel, aluminum,plastic,a composite of • All plywood end joints shall be staggered and butt along the floor framing members.The integrity of all draftstopping shall be chimney a minimum of 4"and let-into horizontal masonry joints 4". 1.All bathroom p receptacles are to have G.F.C.I.protection. prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for center lines of framing members. maintained. 97 L Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient • Nails shall be placed 3/8"minimum from the edge of the sheets. 6. Flash, caulk and seal all junctions of new roofs,walls and 2.All garage&accessory building receptacles are to have G.F.C.I.protection. strength to contain concrete during the concrete placement operation. The minimum nail penetration into framing members shall be 2. FIRE BLOCKING REQUIRED: penetrations,to form a watertight assembly. 3.All outdoor receptacles are to have G.F.C.I. protection. 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel,solid plastic,foam plastic, or other suitable 1-112"for 8d nails and 1-3/8"for 10d nails. Fire blocking shall be provided to cut off all concealed draft openings with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of (both vertical and horizontal)and to form an effective fire barrier 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 4.All crawl space receptacles are to have G.F.C.I. protection. phone. 631 686 6585 freshly poured concrete. SUBFLOOR: 3/4"rated plywood (48/24) between stories and between a top story and the roof space. deep shall be solidly filled with a neoprene rope or backer rod. 5.All unfinished basements receptacles are to have G.F.C.I.protection. email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork to be glued &nailed to each joist Fire blocking shall be provided in wood frame construction in the web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when following locations: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped 6.All kitchen receptacles that serve countertop surfaces shall have The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. EXTERIOR WALL SHEATHING: 1/2 G.F.C.I. protection. These are an instrument of service and are p exterior grade(„DX)plywood off or pointed and tooled where exposed to view. occupancy and/or certificate of compliance. to be fastened to the studs as a. In concealed spaces of stud walls and partitions, including furred 7.All laundry, utility and bar sink receptacles that are located within Eft. the exclusive property of the architect. Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or per the nailing schedule and spaces and parallel rows of studs or staggered studs; as follows: 9. All windows and exterior door flanges are to be taped with a'Tyvek' of the outside edge of the sink are to have G.F.C.I. protection. presented on these drawings shall be prosecuted 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. the braced wall plan -vertically at the ceiling and floor levels. or approved equal flashing tape. Jambs first then head over jamb tape. to the fullest extent of the law. Copyright 2025: over scale. Exterior foundation waterproofing system is to be installed from -Horizontally at intervals not exceeding 10 ft. 8. Electrically heated floors, hydromassage bathtub,spa and hot tub Michael Macrina Architect, pc. All rights reserved, bottom of footingcontinuous) u to the finished grade line. ROOF SHEATHING: 1/2"exterior grade DX plywood 10. All windows and exterior door flanges are to have a metal an or a locations are to have G.F.C.I. protection. the part of the plans may be reproduced architect. y p g g (� )p� g P the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with to be fastened to the rafters as b. At all interconnections between concealed vertical and horizontal soft flashing pan over the rough sill framing continuously up each side. 9.All receptacles within 6 feet of the outside edge of a bathtub or the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. per the nailing schedule spaces such as occur at soffit, drop ceilings and cove ceilings. shower stall are to have G.F.C.I protection. 11. Penetrations around all pipes,vents, ducts,wires, etc.through ceiling 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold 7. All framed openings in floors, roofs and ceilings shall have a minimum c. In concealed spaces between stair stringers at the top and bottom of and floor levels to be sealed with fire caulk-136 by Everkem or equal Drawing Status all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents, etc. as per plans. of a double header and trimmer unless noted otherwise on the plans. the run.Enclosed spaces under stairs shall have walls.under-stair surface to meet ASTM 136 testing distortion and misalignment according to applicable codes, standards and any soffits protected on the enclosed side with a 1/2"gypsum board. and good practice. 8. All framing to be set plumb, level and accurately cut. d. At openings around vents, pipes,ducts,cables and wires at ceilings 10. All work shall be performed in a first class manner with all new materials. 9. All Joists and beams set flush with another beam shall be connected and floor level,with an approved material to resist the free passage Issued The Contractor shall provide all equipment, labor and materials with a metal joist hanger designed to match the size of the joist/beam of flame and products of combustion. necessary for the proper execution and timely completion of the work. unless specified otherwise on plans. The Contractor shall be responsible for all materials and equipment e. Spaces between chimneys and floors and ceilings through which stored at the job site. 10. Install double floor joists under all parallel walls above unless noted chimneys pass shall be fireblocked with noncombustible material Constructiol otherwise on plans. securely fastened in place.The fireblocking of spaces between 11. The Contractor shall have the building department approved plans and chimneys and wood joists, beams or headers shall be self-supporting any other approved plans and permits on the job site throughout the 11. All joist hangers and fasteners that are in contact preservative treated or be placed on strips of metal laid across the spaces between entire project. lumber or exposed to the exterior shall be hot-dipped galvanized or combustible material and the chimney. stainless steel. 12. All Contractors and Subcontractors shall be licensed and insured. f. Fireblocking of cornices of a two family dwelling is required at the 12. All shims under cellar/crawl space girders are to be steal shims. line of dwelling unit separation. 13. The Architect is not responsible for construction means, methods, techniques,sequences, procedures or for the safety precautions and 13. Wrap all wood girders that sit in a concrete or masonry beam pocket Fireblocking Materials: programs in connection with this project. with soft flashing to prevent direct contact with the concrete/masonry. a. 2"x nominal lumber, or two thicknesses Dates 14. Contractor to follow all manufacturer's specifications, recommendations 14. No structural members shall be altered,omitted, notched,cut or b. Two thicknesses of 1"x nominal lumber with broken lap joints and installation details on all products used in this project. Contractor relocated without prior approval by the Architect. c. One thickness of 23/32"wood structural with joints backed up by 1/28/25 Issued for Construction shall notify the Architect of any conflict between the plans and 23/32"wood structural panels. manufacturer's specifications, recommendations and installation 15. When using dimensional lumber,there shall be not less than one line details prior to installation of any products used in this project. of bridging at every 8 feet of span in floor, attic and flat roof framing. d. One thickness of 3/4"particleboard with joints backed by 3/4" Contractor shall be responsible for correction of any work that prevents The bridging shall consist of not less than 1"x3"lumber set diagonally particleboard. the correct installation of a specified product noted on the plans. in each direction and double nailed at each end or equivalent pre-fab e. 1/2"gypsum board metal bracing. 15. The Contractor shall keep the job site clean,safe and free of debris. f. 1/4"cement based millboard 16. Provide continuous blocking under all posts down to the foundation, g. Batts or blankets of mineral wool to be securely retained in place 16. These drawings are the property of the Architect and shall no be used beam and/or column with similar post material as specified on plans. without his consent. Drawings shall not be used for issuing of a building permit unless signed and sealed by Michael Macrina Architect,pc 17. Joists and rafters shall be limited to cuts and bored holes no deeper than 1/6 the depth of the member and shall not be located in the middle 1/3 of the span. Notch depths of the ends at the member shall not exceed DEMOLITION NOTES 1/4 the depth of the member. Holes bored into the joist shall not be closer than 2"to the top or bottom of the joist,and the diameter of the hole shall 1. Prior to demolition,the Contractor shall have all utilities disconnected. not exceed 1/3 the depth of the joist.There shall be no notches on the such as but not limited to gas,electric,water,telephone,cable, etc. bottom side of the joists, beams and rafters. No. Date Description In addition,the Contractor shall obtain utility mark-out prior to commencing demolition or excavation. 19. BUILT-UP BEAMS Project 2. Demolition work shall be done in strict conformance with local,state and federal regulations, including all permits and utility disconnects. 1. Built-up beams or joists formed by a multiple of 2"x dimensional lumber members shall be interconnected as follows: Proposed 3. The Contractor shall at all times provide protection against weather a. Members 12"and less in height: (rain,wind,storms,frost or heat)so as to maintain all work, materials, Glue and nail with 2 rows of 16d nails at 12"oc staggered. equipment and fixtures free from damages. Repair any damage to Porch property of the Owner which is to remain in use. b. Members greater than 9-1/4"in height or multiple 3"x members: Through bolt with 112"diameter machine bolts at 24"oc 4. Contractor to provide all necessary temporary supports as may be staggered top&bottom, 1-1/2"from edges. Addition required to shore all existing structures prior to the installation of new structural elements. 2. Built-up beams or joists formed by a mutiple of engineered lumber members are to follow manufacturer specifications unless noted 5. All existing elements to remain shall be protected during demolition. on plans. For 6. All existing ductwork,electrical components, etc. in areas to be 20. BOLTS IN WOOD FRAMING: demolished shall be protected and relocated as required according Group to field conditions. 1. All bolts in wood framing shall be standard machine bolts with standard washers. 7. Contractor to provide dust-tight partitions between areas where demolition work is being performed and areas which are finished or 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. for in use. 3. For sill plate anchors, see details on plans. the SITE WORK / EXCAVATION Lag Bolts:a. End a. All lag bolts where specified on plans shall be of structural grade steel. 1. 1. Contractor shall locate&stake out all existing underground utilities prior to any excavation.Any utilities shown on the plans are an b. Washers shall be placed undefr the head of the lag bolts bearing 54895 Main Road approximate location only and shall be verified by the Contractor. on wood. Length of lag bolts shall be a minimum 2/3 depth of Excavation shall not commence until utility mark-out is completed. members being bolted together. Southold, NY 2. Excavate all areas as indicated in the drawings.All excavations shall c. All bolts that in contact with preservative treated lumber or exposed be the minimum depths rerquired achieving clean undisturbed virgin to the exterior are to be hot-dipped galvanized or stainless steel. Jurisdiction soil with stable moisture content and non-shifting and non-shrinking soil characteristics.The Contractor shall be responsible for notification of poor soil characteristics to the Architect and shall not proceed with Town of Southold the work until receiving instructions from the Architect. 3. The Architect has prepared the drawing and speifications with an Suffolk County assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed soil characteristic of sand, silty sand, clayey sand, silty gravel and clayey gravel(SW,SP,SM, SC,GM and GC)unless a soil test analysis Drawn By: qpC has been performed as per table R401.4.1 of the 2020 RCNYS. M.A.M. 4. All excavations for concrete piers and footings shall be a minimum of �! 3 feet below finished grade unless noted otherwise on the plans. Checked B 9 P y• 5. All backfill shall be clean granular fill. M.A.M. 6. No backfill shall be permitted against concrete or masonry foundation Job No. walls without floor framing or proper bracing as required to prevent damage to foundation walls. No backfill shall be permitted within a 2504 ! fi minimum of two weeks after pouring.The Contractor shall be responsible for any damage to concrete or masonry wall. Sheet Title : a 7. All grading to drain surface storm water away from foundation walls at a minimum rate of 5%slope. Genec 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. �� 0`�S 9. Contractor to excavate all stepped footings as per plans and details. Sheet Number :