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HomeMy WebLinkAbout50891-Z TOWN OF SOUTHOLD �r J, 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 #: 50891 Date: 7/1/2024 Permission is hereby granted to: Johnson Nicholas PO BOX 144 Orient, NY 11939 To: alter rear deck addition to a screened-in porch with a wood burning stove to the existing single-family dwelling as applied for. At premises located at: 425 Bay Ave, East Marion SCTM # 473889 Sec/Block/Lot# 31.40-12 Pursuant to application dated 5/10/2024 and approved by the Building Inspector. To expire on 12/31/2025. Fees, SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $446.00 CO-ALTERATION TO DWELLING $100.00 Total: $546.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httt)s:// ww.;�outhol(itowniiy.gov Date Received APPLICATION FOR BUILDING PERMIT TM. LsLj For Office Use Only P PERMIT NO. � Building Inspectors A V" -°l 202 ,AppIications andforms must be filled out in their entirety Incomplete "J r aE{paicati©ns 11,notl�e accepted Where the Apphcant.is ndtheowner,an Owner'"s Authorization form;(Page 2)shall be completed: Date: 05/12/2024 OWNERS) F'PROPERTY: ;r. Name: Nicholas Johnson / Samuel Hudson scTM#soo0-31 .10-12 Project Address: 425 Bay Ave. East Marion, NY 11939 Phone#: 718-213-0574 Email: sharkandwhale425@gmail.com Mailing Address: P.O. Box 144 Orient, NY 11957 CONTACT`PERSON: Name: Nicholas Johnson/Sam Hudson Mailing Address: P.O. Box 144 Orient, NY 11957 Phone#: 718-213-0574 Email: 3harkandwhale425@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Matthew Busch Mailing Address: 2615 Union Blvd. Islip, NY 11751 Phone#: 516-429-1122 Email:mb@mbarchitect.us CONTRACTOR INFORMATION„ Name: Jorge Gomez / JG Quality Construction Mailing Address: 514 Bailey Ave. Greenport, NY 11944 Phone#: Email: info@jggconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $12,500 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROQERTY INF,QRMATION „ Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? ❑Yes ®No IF YES, PROVIDE A COPY. Clletl(BOX A it Rea' ng: The ownar/contractor/design,prafesslonal is respoosib'le;for all drjllnage and sform water issuas as/provl�led,by e� ffd� th�Tow od Pp.LICAf ON MS F(Eft�BY M [if toe Building;f)eparEmentifgr the(sfuanc of a",euilding penntt pursuant for{ iul(dfrf Ydne drdin�Ff ;o#the lcswn of Southold,Suffork,County,Mew Ybrkand, th!r;pf411cable Lawsi Ordinances orReguJatioo's,#or the"rdnsfructirin s�f�Ui`dY�jgs� , -ddiilorts;al;eraticrn's arfoC remvl;or demolltiorf as°herein dtscr� ed,;The applicant agrees to comply with all applicable laws,ordinances,but�dng h6uslhab a e andlass i l misdemeanor pursuant o sect on 210ors oil'ofTprdmises and in bullding(s);f4r necessary inspections false stat rytents mad �erelrf aFe," he New York State Penal Law, Application Submitted By(print name):NICk Johnson ❑Authorized Agent 90wner Signature of Applicant: --'" Date: 5- (D-2 q STATE OF NEW YORK) SS.� COUNTY OF JUr�1 C� ) * being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the U (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this V tvdaY of 20 .�. ary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YO;F (Where the applicant is not the owner) NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY COWSSION EXPIRES JUNE 30, w I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 :v1_1 yr rrcvrCK� T 1ATE: FAST MARION No SOUTHOLD w T FOLK COUNTY, NY 1YW 05-10-01 AM 'LK LOMMY TAX u ' - 31-10-12 =r 9ED TO: SUSANA JOMNWN E HARLOW !ONWEALTH LANDGE CO. IWARAW } v�-� t " a t _ F _...�.. MONUMENT FOUND FA•60,411 SF OR 139 AGRFS JOHN C.EHLERS LAND SURV 6 EAST MAIN S7RFFT N.Y.S.L1C.1 1 0 SCALE I"�40' RMERHEAD.N.Y.11901 __. 369-B288 F-369-nB7 REF-iV sa, N F x N Q Q C N d Y 6 Y Y a a 0 Q N I � Suffolk, ° w-- �,�.. County C �of � o a Labor, Licensin g ConuTer Affairs x co > �� U) E t HOME 1MPR z aUEME�IT LICENSE E A �A Y 481 t I GC�M�E :Busans I� I J G U This Certifies LITY,CQ � e RI��T. that If�N INC. �� o bearer is duly censed= by the County.of Suffolk LrcenseNumber H 5p5� Issued \�21Q2/21317 ° Drag,o- CommissionerAM- �O E E 0 U N Q O LO O 6 tt E N O ai Q i i D ��P i This license is the property of Suffolk County r Department of Labor, Licensing & Consumer Affairs. c Possession of this license does not guarantee its validity. Additional Business Name i ' License Category HT - GC N � / ; III /%/ 44, P workery CERMFIiCATE OF INSURANCE COVERAGE ` MANLrrY AND PAID FAMILY LEAVE BENEFITS LAW PART L To be cmpkW bV Okrsh"and Paid PonVy I.esve senenh der air IAaer"d Invarw ce/fame of th n CoWler SO LOW Ad t _ p Q aX ter 4EL :j Ic - _ =_ 3 a . :, .Am 4 Ow w­Wyewsue- -*1 OAF he WSO AMP*Te a umm €t try o?• _ bed vr 7e8 c 1 € ram s N&M and Tdie KAwn_ of W&Affmce URK WPORTAju 0 Snx CA a md.Aga 11"hortin is ; ned WIM naumnA c 1e t UuN=: d Ir"i :�cY ter;=: - sw 6 COWKE Mail t tc the ._ - 46.4C or se,s ,finis senI�- is NOT C t CE for s or _ G.Ste,a of Ine NYS Dm W ar4 Paid Fad' tea- Most tw rrr : ate.w tft 'Wit- , BOX _ - C _ Y390252 PART 1.To be cownpletedby the HYS _ _ 'CoiMmUtion goaM 4004 9 I=At at So of PAn t SIM of Now York Warkws'CoaVewadw Board Aomidmg to k)n maininvieci by_ Y8 WwWW Cmptinsellon :the snwd amocyor has caffolisd vd1h she NYS offite Names Tft powif MDW.cdy cmwv AWN"-V wsw Nys. -owl_ = - -And'M'SI_ _- c d was t. ammews aft ran& i5 USA(1&17) CERTIFICATE OF LIABILITY INSURANCE °AT1/16/2024 I� 1 ' 0 111 6/20 24 PRODUCER THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION CRANDLE MANFREDI AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE PO BOX 1345 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR SOUTHOLD NY 11971 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# kiii JG QUALITY CONSTRUCTION INC INSURER A UTICA FIRST INS CO 514 BAILEY AVE INSURERCt .,.-... ,,.,.,...„_._. ..m.mm.. .".e, .. .�.._."a. ...............-_ .: PO BOX 226 INSURER D: GREENPORT NY 11944 INSURE. I RE COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ IN POLICYODO-.... TYPE OF INSURANCE ,-, -"-POLICY NUMBER......m,...."-.-.�D,,T%EFFDC�I. ATE MMIPIRATION LIMITS-. ......nn._ IN" GENERAL LIABILITY ART30001040860 12111/2023 12/11/2024 EACH OCCURRENCE S 1,000,000 X n. COMMERCIAL GENERAL LIABILITY PEMI SFS Ea*=urrence $ ..�.., 500,000 CLAIMS ANODE X OCCUR MED EXP(Any one person) $ 10,000 PERSONAL B ADV INJURY $ 1,000,000 GENERAL AGGREGATE S ..�__ ........ ... ..............".... GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 00,000 ...-_. POLICY I J'E':O. B I LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ~ $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY -....m SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (par accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTOON LY-EA ACCIDENT S .m'ANY AUTO OTHER THANmm EA ACC AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE S ._.....�OCCUR �.,.... CLAIMS MADE AGGREGATE $ ..., ......m..., .u.�.. .-, ......... $ ...-.........� DEDUCTIBLE .,,. RETENTION $ .....-......_ ...... $ WORKERS COMPENSATION AND WC ST'A U"' IIII d TH- EMPLOYERS'LMILTTY I TORY LB 1'6"M rv. ER ANY PROPRIETOIAI PAIRT?4E'RJE',X'E(.Ul'tVE Y)N E L..EACH ACCIDENT $ OFFICEWMEMBER EXCLUDED? ""L' "" ""' "'"""'""'""""""" IMarudaloq In NH3 `E,L.DISEASE-EA EMPLOYEE $ 9t yew,descAbe un er p ... ._.. .... 1,1" d E.L.DISEASE-POLICY LIMIT S OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER IS AN ADDITIONALLY INSURED CERTIFICATE HOLDER CANCELLATION SOUTHOLD BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 54375 NY-25 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO 50 SHALL SOUTHOLD NY 11971 IMPOSE NO OBLIGATION OR LU4B - ,,U eqN TVE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2009101) ©1988-2009 ACORD CORPORATI eserVed. The ACORD name and logo are registered marks Of ACORD � All 4� N Y I F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 824984546 CRANDLE AGENCY INC 44655 COUNTY ROAD 48 PO BOX 1345 SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JG QUALITY CONSTRUCTION INC SOUTHOLD BUILDING DEPARTMENT 514 Bailey Ave 54375 NY-25 GREENPORT NY 11944 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12412188-1 741213 03/22/2024 TO 03/22/2025 5/2/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2412188-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JORGE GOMEZ JG QUALITY CONSTRUCTION INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT' SUR NCE FUND 4 t/ DIRECTORJNSURANCE FUND UNDERWRITING VALIDATION NUMBER:428909811 U-26.3 ��� PROJECT N Deck ck 8 Screen Porch ��//N ARCHITECT: Matthew Busch —ARCH ITECT- 2615 Union Blvd,Islip,NY,11751 516.429.1122 mb@mbarchitect.us www.mbarchitect.us ALL CONTENT INCLUDED ON THIS BRIONG SET(INCLUDING.BUT NOT LIMITED To.DESIGN INTENT.DRAWNGS RENDERINGS,GRMHICS AND TEXT)IS THE PROPERTY OF XATTNEW BUSCN ARCNITECT AND AS SLCX S PROTECTED SY US AND INTEWNTIONALCOPYRIGHT.AND—__ PROPOSED DESIGN FOR: OTH FNSE IN ELLEBTUA RO ER Y AWG. WAGES HFtNTUREO NRTX SCDRAW A SEET HAND BELONGING TOOK MA—EW BUSCN—Or MAY RESULT IN I,E—ACTINN RECORD ---- Deck & Screen Porch aRCHTECTOFORTST HEW I—NIFS""N NYSTLICENSE NO.OL29B3 IT IS A VIOLATION OF TIE UAW FOR ANY PERSON.UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT.TO ALTER ANY CRAWNGS,SPECIFICATIONS,1.REPORTS 11 N.CX . OF AN ARCHITECT INS BEEN APPLIED IN ANY WAY,IF AN ITEM BEMJNG TIE SEAL OF AN 4iCMTECT IS D.TERFO.THE ALTERNG aRC10TECi ALL AFF1. $HIx TO rS ITEM F SUCIN REO 425 Bay Ave■ Br F0.. BY TE OF SUUI ALTERATION,:TD IE ALTERATION. East Marion, NY s r yr Oa298'' yO� FOF NtiN SCHEDULE OF DRAWINGS _APPLICABLE CODES LOCATION MAP `DNEU TAN B: A-0 TITLE SHEET ALL WORK SHALL COMPLY TO THE RESIDENTIAL CODE 2020 OF NEW YORK STATE(IRC SUBJECT PROPERTY 2020 AS ADOPTED BY NYS)AND CHAPTER II OF THAT CODE,THE NEW YORK STATE A NAILING SCHEDULE AND DESIGN CRITERIA ENERGY CONSERVATION CODE 2020 OECC 201E AS ADOPTED BY WE),ANY AND ALL East Ma_rioTi APPLICABLE LOCAL CODES,AND THE NATIONAL ELECTRIC CODE(LATEST EDITION). .Zonis --- A-2- GENERAL NOTES-AND SPECIFICATIONS--- - - --- - g'- - - A-3 ARCHITECTURAL SITE PLAN STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 21320 IRC SECTION R301 •, A-4 PROPOSED PLAN @ SCREEN PORCH ALL STRUCTURAL WOOD FRAMING SHALL BE DOUGLAS FIR RI OR BETTER AND HEM FIR RI y:'•,•:Sv:. s. - _ - - A-5 PROPOSED ROOF PLAN OR BETTER. A-6 PROPOSED ELEVATIONS A-7 PROPOSED SECTION AND DETAILS '' _- - HD DESCRIPTION OF WORK s ' PROPOSED SCREENED REAR PORCH(392 SF)WITH ROOF OVER AT EXISTING DECK. REV. DESCRIPTION: BY. DATE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA IS : SED FOR FILNC B IB:405.10 WINO DESIGN SUBJECT TO DAMAGE FROM SEISMIC WINTER ICE BARRIER AIR MEANGROUND - ISSUED FOR REVIEWMe zon.oL.3o SNOW LOAD TOPOGRAPHIC SPECIAL WIND BORNE DESIGN FROST LINE DESIGN UNDERLAY HAZARDS FREEZING ANNUAL sraTus: SPEED(MPH) EFFECTS WIND REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP Construction Document 20 PSF 130 NO NO NO B SEVERE 3 FEET MODERATE SEE NOTE YES ZONE X 599 SLID aWNER: TO HEAVY Nick Johnson sharkandwhale425@gmaii.com -- AOBREss: 425 Bay Ave. East Marion,NY TITLE: TITLE SHEET SCALE: DATE: ORAM9 CHECKED. W•Ib' ..RIBS I PRBJ T NO; DRAVDNG N0: RENBION: x-wBl A-0 PROJECT NAME: • NAILING SCHEDULE AND ATTACHMENT DESIGN CRITERIA Deck& Screen Porch Table 3.1 Nang Schedule Table 3AA Rafteradlor Celing JOisttO Top Plate Lateral and ExposureB Table".6 Ridge Tension Strap Cornetl ReRutrenwntsfor F7(OSI1feB Shear ComheLTion ReDuirements Wind p (IYeHapr.MmWraT@ba.) LFnmlpO.rNwl.epmTeb,]e) ARCHITECT: Latl A.w�mhmQ RoorAt—rttY 4•tOpl In - DA w Matthew Busch .�- :e. wP W —ARCHITECT— k 2615 Union Blvd,Islip,NY,11751 — 516.429.1122 - .N MWrnbarchitect.us www.mbarchitect.us u.. xIr ALL CONTENT N THIS DRAWING SET NC1t1pING.BUT NOT r LIMITED TO. T DESIGN INTENT. RAWI HE FROPERTYY OF FIAT—BSCIN MCNITE T'RCT AND A�AS TEXT)IS - SUCN IS PROTECTED BY US AND INTERNATIONAL CORRIGHT AND OTNFA INTELLECTUAL PROPERTY LAYS. Table 3.5A TOP and BDGom Plate to Stud Late I COnnectiom .1 L_THCNSED REPRODUCTION OR.—G OP THE OESIGN OR rorwbaLaaae -CT B INAGESF-cATIVIE INTHISDRAWINGSETAND11—G.—To IRuvmewAlanummnTaINF1]) NATiIQW eaSCH CT H IN RESULT LEGAL ACTION. aLer.m. � �RCNITECT OF Rf<ORO. wlrN NEW CNAR BVSCN Le NYST a.LICFNCE O.OLPDB] -V+ ~ tl ..r ,m .4.1.-nu Lc.a.hVSN•W.Im uµwl.�vauara.®I•r.mglw wfumwrs.ewDq` IT IS A VIOLATION OF THE LAW FOR ANY FEASON.NLLESS ACTING ��✓M�Vv..e Hy.,., UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY >m ���- _ ml+•.m CRAWINGS.SFECIFICA—S.OR R-71 TO—Cm SEAL OF AN ARCHITECT HAS BEEN AFMIED IN ANY NAY.IF AN ITEM BEARING THE • 1 2L SEAL OF AN ARCHTECT IS A.TEREO.THE ALTERNG ARpATKT ••�• —AFFI)t TO NIS IT En _ TIE TATIW-TIEREDu F—aN£D E� TE OF SUCH r m w.m..I + ^^ '"'• ALTERATION ANG - NE ALTERATION. At ' v .m. r�...er.u...u.mo-mro•o•�++m•.,.m.a••a..+..n.v...v�.,r ur. a6�'�c �E me H. rnllzmm e.ndeww-uw.+.I.e>..•+y..�.n...�.e.auwxLn.s. .Z'r e m,m_ m. ,Q HRH . yr DIzgB3 yoQ w�mmv.em,.�..a...........s...�.... FCF NEB CONSULTANTS: Table 35A RaftedCeifng Joist Nedbhlt COMDciOn Requirements Table 3.10 Roof SheaDmhg ADaWnent Repuiements far Wind Exposure B Table 3.11 Wa1 Sheathing and Cladding Aftadllnent Exposure B LlYraw..,uraN.MTlrea% Leads P RaqulanoInts for wind Leach P ——— -- — — — 111 >rrlW� � � ImHr.mwlW w•Awl..,m.. a.n.b.erF�INm.me,.N�.r,.A..w'• su P....ra na•� .mw. .Lme.w ..wrrr.rm . Nmm.••.A.m,..AP..,�.Mrmrmmaw ruL. 1 3 - -+s.x...N..ae.m...w.m�.<w.a,.me..—•.w....,A�.re..r - P SuatDESCRIPTION: BY: LATE: naa.p.n.mmwnerprgmeewlenlM rNpbmpoarteAbFb.merNFwinnanumpbewanpm90 NLONG D-T RESPONSE FI I� BO2L.OJ.01 mu..I•mamh•.AR/ mPw.m Hlrama n.HlwA rn�+ebm.ewtm.mY�.AmMpemn.ambiwmtpepo0amgmue.eei.m'map.n - ISSIED FOR FlL..a PID 20L•.U.i) P PN .matm..e•.e/.A lmaankmmmn'aldub mr¢+ ,.�waAwq.•IW Imelm.....A.p..wm�m�mmmlLae.w.sPh,w..o.du...wmr�Dr. m.>m....m.mw I v. 1 rFnL 1 Lvm I 1 ]uv sTATus Construction Document Nick Johnson sharkandwhale425@gmail.com T T N21m N FJa..pbuama. nDgE55. v 3 425 Bay Ave. US Ilmn.,r.urt >n L `. °""r"e°A'""'^'md..""'°""`°'e„'�:m":.«^°."°•a East Marion,NY _ vp mNLAM.nm.+bu.wtr-.A.Lowm.NNa TITLE. wWuwpAhA•wmuw�I x'caL.+m.unLa-a�evw.a�+..mnlonmm�aawamn NAILING SCHEDULE AND DESIGN CRITERIA SCALE: GATE: DRANK: CHEUEO: Ir•I Nt'..I PROJECT NO: DRAWING NO: rkVIyCN: -0, A-1 PROJECT SPECIFICATIONS GENERAL NOTES STRUCTURAL DESIGN LOADS PPOER NAME: Deck&Screen Porch sITEWORM L ALL INFORMATION COT'AD.ID ON THESE DRAWINGS REGARIM EXISTING FACILITIES 5 TAKEN FROM -1 OND LUG R L EXTENT OF NEW CONCRETE WALKS AND LANDSCAPE AREAS DEPICTED CN PLANS IS DWGRAMME. DRAWMFS`UFN D BY THE OWNER OR FIELD OBSERVATIONS.CONTRACTOR 5 RECEDED TO CHECK TE:CIUM YE M OFMATT MATERIALS AV'[C+tiiRCTh>i:ALL BE_G Fpl MBWN:•6 XAD I-mM CWIPACTOR SHALL COORDINATE WITH OWNER REGAQOM OPTIONS 64 FINAL DESIRED LAYOUTS. MD VERIFY ALL INFORMATION IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION,IE SMALLCUNT EMITION PUN THE-MAD lOU O FIXED 4AACE EaaEH1. L FOUNDATION DESIGN 13 BASED ON PRESUMPTIVE BEARING CAPACITY OF NO(2)TONS PER SO11RE ETFY TE AR[HITKT N MINING OF SPIV DIFFERENCES BETWEEN WHAT IS SHOVM ON TNESE RSGU LORE LOAD FOOT.SLBVMACE PAT IS PRESUMED TO BE WELL NAMED SAW AND GRAVEL SHOULD DRAWINGS AND FOUND IN ACTUALITY THAT WILL M4TERWLI-Y AFFECT THE PROJECT AHD OBTAIN THE ;eE.1:xaM LL'oFO=_T C-STk?.Ih➢�E LONG YNS BE AS PFI-W TAXES BMIA- ARCHITECT: CWDITYJ'S VARY FROM THAT RELIED CONTRACTOR 5 TO WTIFY TE ARCHITECT IMMEDIATELY ARCHITECT'S WRITTEN APPROVAL BEFCk PROCEEDING. MICR TO RDCEEDI NG. 2. THE WORK SHOWN 04 THIS ORAWDG AND ACCO PANTPL SPECIFICATION 6INTENDED TO INCLUDE ALL TABLE-1.5 3. SNOW CONDITIONS PEG IRE.PROVIDE SHIMIW AT EXCAVATING AND ELSEWHERE a REO IRED LABOR AW MATERIALS NECESSARY TO COMPLETE THE PROJECT IN ITS ENTIRETY.WHIETHER SHOWN. UMUMp DSIR:SUIEDI E LOADS KN Po�S MG GGUI FO>tI PROTECTING WN YARN.MATERIALS.OTHER PROFERTES AM THE PUBLIC.SNORING DESIGN SHALL BE DESCRIBED.REASONABLY NPLIED.REOURED.OR INFERRED. USE. LIVE LOAD MatthewBusch THE RESPONSIBILITY OF THE CONTRACTOR. 3. CONTRACTOR SMALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS PRIOR TO SLDMITTWG HIS BID. _ L. EXCAVATE.BACIU LL.COMPACT AND GRAE THE STE TO THE ELEVATOG WM N THE DW MGS. R THE WORK SW1L BE N COFO MANCE THE RESDENTIA CODE 2ND OF NEW YORK STATE(SRC 20U AS AyB i •Ai n ^ AWIN AS REOVH✓ED TO MEET THE DESIGN INTENT AE TO INFECT GWCP AWAY FROM STRUCTURES ADOPTED BY NYS)MID CHAPTER II OF THAT CODE.THE NEW WORK STATE ENERGY CONSERVATION CODE ya-.Aq �p16 sty�q?Fn�liLC=++ -ARCH I T E C T- 5. BACKRLLDIG SMALL TAKERACE ONLY AFTER ACEGMTE BRACING OF FOUND WA IN R FOUNDATION MILLS S ACE 2D2D HECC DID AS ADOPTED BY NYSE ANY AE ALL APPLICABLE LOCAL CODES.AND THE NATIONAL NL 3 OTx 1As2K It 6. PROVIDE ONLY CLEAN BACKFBL MATERWL. ELECTRIC CODE DATEST EDITION). 6zlw�=s ��ual T. CONTRACTION TO MARK OUT ALL EXISTING U IDERGROUD UiDJTES PRIOR TO START OF WORK.IF 5. AL PERMITS SHOAL BE SECURED BY AM AT THE EAEGE OF THE CONTRACTOR WHO SMALL GIVE M.I. KITE:BC > k EXISTING UTILITIES ARE FOUND TO INTERFERE WITH THE PERMANENT FACILITIES BEING CONSTRUCTED, NO ICES REQUIRED BY LAW AS WELL AS PEMFOM ALL TESTING AD IGPECIE S.UNLESS OTHERWISE IFJi x CHDuKIm_ R 1 2615 Union Blvd,Islip,NY,11751 IMMEDIATELY NQTIFY THE DARNER AID SECURE LIEU ISTRUTONS fiWMI]DDPG ffkMR SMALL.SSEO START UNTAL THE I1 AL CN35.ENE MCHOS SfESTRETIMENT NE LM/TVON OF ANY APPLICABLE G _+E�o- r• m 516.429.1 122 CONCRETE SS FOLLOWED BY THE L PVIOECASTNfACECONCETE.INCLLOGFODHIPMAWRE AS 6. MD(CESSTTOINL�OFTTEBUDDYCCONT nOOPEPAnONSWMTYSMCWMSL m@mbarchitect.us CHOTE THE CONSTRUCTION SHOWN ON THE DRAWINGS AM AS SPECIFIED HEREIN. BE DOMINATED WITH THE OWNER. www.mbarchitect.us 1. COMPLY WITH ACT 301,SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BULDMGS.EXCEPT AS /. ALL EATS SMALL BE KEPT READILY AVMIABLE ANDWOBSTRUTED AT ALL TIMES. MODIFIED 1EMIN. A. DO NOT DETERMINE DIMENSIONS BY SCAM ORAWINGS.ALL CONSTRUCTION DIMENSIONS AND DETAILS A ELEVATED GNRNGE FLCOS SAL S CAPMXE OF SUPPORT.A MG Y1D LOT 4PFLHD OVER A ZC-a'tl.'EDE- ]. PROVIDE TRA SRMIX CONCRETE COMPLYING WITH ASN CXA4 COMYRESSWE STRENGTHS TO fiE A MIN SHALL CON"WITH AND BE DETERMINED FROM THESIS DRAWINGS.E ANN PEON®DIMENSIONS ARE 2NA IRE" ALL CONTENT mDAOED ON THIS DRAWING SET(IN-II BUT NOT OF 3000 PS AT 28 DAYS.PRJVIR CERnFICATDNS TO OWNER NOT MUTED.DO HOT PROCEED WITHOUT REWESTIN'G IN WRITING FROM ARCHITECT. B.tlCq:diT4*-E Ai:ILS TfSJi RCFLc Off TITRE-ND:CI:R HINT XFX-TS-Nf?RS LIMITED TO-DESGN INTENT.NAWINGS.fQDERINGS NW GC5 AND L. TEMAEAAIUE S TO BE A IELOF LS DEGREES F.FOR THE DAY N AM FOR FIVE DAYS AFTER POD N 9. LWESCAMEDETAII TAKEPRECEDBEE0YER5MUL. TIMEFEATURESWTCOMRETELY ISNOT MJN NAH rta.YES,Gx1iF£iHEi A.-NAT TpO GiY:£AD.ABOiR.65E3"mT'AZ9 TEXTINi NE NPERTY OF MAYTREW eIIaVI pRCxITECT AD AS SUBMIT PLANS FOR PROTECTING CONCRETE. DESCRIBED AWIOR DETAILED SHALL BE CONSTRUCTED IN ACCORDANCE WITH CORRESPONDING CG FGWAIIOS LASE K aua-OxnE AN APSY,cC F.CIACA"A N2 NOEO N H£SNi 6Y ZA PXMEs m SUCH 15 PMTECTEU BY IS AND INTERNATIONAL COPVMW AND 5 PROVIDE REINFORCEMENT OF TYPES SHOWN ON THE DRAWINGS.AW COMPLY WITH ASTM 615,NAGS Q. TEATIMES THAT ARE COMPLETELY DESCRIBED OR DETAOED. VRI ON GNEArIER W THII THE PLANE OF THE TRJ51:3.TAD LIVE LOG NEED kli SE ASANED TO ACT OTHER WTEUECNAL PROPERTY LANG. UNLESS OTHERRISE INDICATED. E. ALL CONDITIONS LAYOUTS.ETC-LABELED AS MI INDICATE THE WORM TO BE EXECUTED FOR ALL CONSOLTATE CONCRETE INACCODANCE WITH ACI 3D9. SMA-RCUEHTDNS. C_'D'.iIXIA S<tNR TPAT SHALL Y DESIGNED FOR-UM_C51'<u^ED LI'F LONJ OR A:T.PXfD AN ALAFFATIW. HNT_UCWGN HIs MAKING ORG AND ITHE DESIGN STOOR T. MIND CONCRETE THAT IS DENSE AND FREE FROM HONEYCOMB AMID OTHER DEFECTS II. THE(VRER RE.�AVES THE RIGHT.TO DELKERL PLACE AM INSTALL EO P ENT ME FUDOS0NG5 45 C_-N ATEED LOAD AITFS CAL.AN-K L Yu"I.-c MF�.t++wYUt tRW,IS RE GFL'iBi NORTHER BUSCH ARCHH-T MAY RESUI-T IN LEWD ACTION - I PLACE CONCRETE SLABS ON SOIL CCMFACTED TO 95%MN.WITH W POROUS FILL FIu EXCESS CUTS THE WORIt PRWRESSE5.45 LORG AI TIiOE IS m NTERERENCE WITH TIE WORK OF THE S!TELFS. 0. YCNb WITH CONCRETE.REMOVE FOFJGx NAGGER AND AVOID AS POSSIBLE.SEGREGATION AS M POSSIBLE.FOOTINGS CONTPARORS. 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G 7&AERNSLE_-T RCS WITH RE T_WHERE if 1FA,t H?WHT DET__LG?STS A4 UDFR THIS OWE[TIDN OF A LICENSED ARUOTKT.r0 ALTER ANY RLF�R-aP:II RgES OD GW_ATER ut'MLLE1_$AE MD BPN#3F41FM iP535 frill W?2 pRAWIGS,yECI HI.S.OR REPORTS TO-CH 5EA CF AN LM MASONRY UNITS SMALL BE ELTE GOR GRADE CONCRETE TINTS-ELLOY LOAD BEAMG i0 MEET III W,GALL MATTERWALS,E0URfrM AD CONSTRICTION SWILL U14FORM TO THIS REDU MEATS OF AL t,TF•pAstiU3 C:3ABLE ff AxUn9O-AN ASS.Y£0 RiCTAY i2 N I£::NT Bt 11 INCHES I: AROIITKT HAS BEEN NICHED N ANY NAY-IF AN ITEM BEARING THE C 90,SET PLUMB.LEVEL,AND TRUE IN MORTAR BED ON BOTH FACE SHELLS AND WEBS MTM TOOLED APPLICABLE CODES.AND REOLIREMENTS OF AL GOVERNING AM REGULATORY AUTHORITIES HAVING xIDTH.OR OREATR K-IN THE PLANE OF THE TIIJS-EB-LNE I-..ONLY 2E­3 TO- SEA OF AN AxO11TECT IS aiTERID.THE ALTERING AROOTECT PORTO.S OF THE.SUS OF-BUTCM CHCC T!EC ALL IF T£F-OPVG.D ,AND ARE MET THE JOINTS E NOT NAY IN FREELWG WEATHER OR WREN FROST IS EXPECTED FORM HUBS.NAY IN ARISGICTON. SRAL AFFIX TO F61TE. ENE TA IN'ATEFED RUNNING BOND. 5.ALL WALLS ANOOR PARTITICG SHALL EXTEND FROM FLOOR TO UMRSIDE OF CONSTRUCTION ABOVE, PFMADdO Y-irdMS K iRPBO'PTUM CIHYDS sHlA!BE CPSC'E3 FOR A U:iKM.Y BY'FO LOWED BY TE GF SUCH L MLRTAA i0 MEET ASH{2i0 FOR TTFE M WITH SAT RREE SAND AW CEMENf. I.s FSS OTHERWISE NOTED. "'W'BIOEO--IS Ni L:i_NCI LE35 M,s POIPI n SaF.LE F II NLTERaTION.MD ` HE ALTERATI W. iiN AIHC APN 6 NCCES4D PRbI IN L9L.NVS HGT LESS iMl:J^.YJ's5 eN W�^lN(R:0 DiTE$W R.PARTTS,ETC.LBECONTNUGIS GROUND BULTiN EQUPFENi.FLPMSN NECESSARY ANGLES. MHAIH LION6LO;dTEO WHflE inE[LE-N Kwxf d'T EAi:L6EtLE55 T1M_L 93 MKE9. \ G L AND PLASM IWWER9,OR.TO DOIPI MULL INSTACAG.A M .iE's HGm N T!E J051s CR iR a BLTTM CHOtDs rr�Er c-REATR TM.z N-r3 riRT.CAt Tv'i 6 `� L ALL W000 COMING IN CONTACT WITH MASONRY OR SNARL BE RESSNE TREATED. 1 1.[ONTRAROR SHALL INSTALL AL CEILING,AND WALL ACCESS DOORS SPCIBD AND AS REQUIRED FOR UaTs FIPaZ N 2. ALL WOOD FRAMING MEMBERS LGED IN EXTERIOR APPLICATIONS SMALL BE PRESSURE TREATED MECHANICAL TRADES. c REDU M"+KV51ATaR CPTH's LESS THAN rHE FAST UN TRSS v TTOM UIOD IE16ER DEPTH 3. Au FiW1ING TINDER W DIMENSIONAL LUMBER SHALL BE OOLGlAS FI2 OR HENS FU,M1O.I GRADE OR E.THE PLUMBING AND ELECTRICAL WORK SOWN ON THE AROOTECTURAL MAMMS ARE TO BE M i'a'itcS IMCD F, 'C�ASSEMics uA GIJDS W-BE P�3^ES xITMA SMSTY FXTOR a L TI BETTER CONSIDERED SCHEMATIC ONLY AM ARE TO INDICATE THE FLNCTOHA USE OF THE SPACES. &'FTFm'iOi 5!Al SE AP_ lr R:3CNRATEDL'v5 RRS4 TQ TH TO,OF N2 Rti, 4 AUBOLMO S.AWNAESTO BENOTDPFEDULYAM2ED. MI.MLNEWFeWG AEELBCMd CODUTSSWLL6ECONCFALEOWITHNPanr*N54•DCFNW AOIOTrELG GNNS.i-COPAO.iS.nESc:fr'65M4:&RIEAmED NR CF UE `: 5. ALL WORK TO BE FOILED•LEVEL.TRUE'"FLLMB. WHEN INSTALLED WITHIN HABITABLE OCCIFWSLE SPACES. ADR4 AE LCNDS ARE MI NOT TIC OCCUR WTI�Y OTHER LYS LC:O. •� 6. FRAMOG CDMMO M AMID WOCD ST TtT PANEL SHEATHING AD SAL BE FASTENED N 20.WHERE E FDTI PARTITIONS ARE SCIEOULEO CONTRACTOR SHAD PROVIDE TYPE X GYPSUM WALL G1.ROC,LOAD 9r 042993 yQ� ACCORDANCE WITH TABLES R602.50)THROUGH R6D2.3(L)OF THE 2G20 RESIDENTIAL CODE O NYS. BOARD. THE RON°'L BE IRSJ!.EJ,W TE U*LONG L•DW.N TAD.E 65r 6 LT THE SHOY LOAD DLIGUED IN AWL i. COIECTIWS FOR CEIIA'G JOISTS MD RAFTERS SHALL EE FASTENED M ACCCADANCE WITH TNE 2L A_CONCRETE BASES FOR MECHANICAL AND ELECTRICAL EOUIRMENT.WHERE REOWREO BY EOVPMEN T :ASE 2'O W11.W Ea 6 G FAIR. OF t4 FASTENER S[M1DLLE5 PAO'IOED W THOSE[IISTMTICM DO[UIENTS MVJUFACTE!ENS.SHALL fiE FURDLm AE COCANATEO BY CONTRACTOR TE EXACT SQE NEMM. A. PROIDE TIECOMS MD STRAPRW AT ROCK RAFTERS ANDELSEMERE AS INDICATED ON PLANS. LOCUTION 4%STRENGTH SHLl BE OBTAINED FROM THE CONTRACTORS APPROVED SNOP CRANING IAEI RAJ!0 9. PROVIDE FRAMING ANCHORS I MANGERS APPROPRIATELY SIZED AE FASTENED PER MANUFACTURER FOR AND YERFIED 6Y THE ARCHITECT. _ - Mx-�JM BOOK LI1 S N PJ)€S�FU�E RR SOIUS FOCI MP PtxEBN4'.FFPECTO: N.1-HINGO FLUSH RURNSF - ---�- ROD,-:LOPE TR---LOMND-K'.ADHERE FEET YOUR 4W STRKi!AA MEMBER CONSULTANTS 10.RETCHING OR BORING N JOISTS ARID RAFTERS SHALL CONEORM TO THE REOIIIREMWTS OF THE WKCH ��0 WN C r0 A39 CL=&L OR PER THE MANUFACTURERS REG.XREMENTS FOR ENGINEERED LINGER. `RENOVATION NOTES ---� --- fU -0Y G Q _ TEAMAL AW M"T"'S PROTECTION I. N ALL FRAMED GALS RODS AND RDER SMALL BE INSTALLED OR R THE BUDDING TNE9AA- plSc A PiCHB9 REV F�T(L:31 TO I6 U FNVELO°E,A MOISTUREIVAPOR RETARDER SNAL BE INSTALLED OR BE INTEGRAL ON THE WAR14x- I. WNEIE N'EW CONSTRUTION IS TO[LOSE AN OFEMNG IN OR IS AN EXTENSION OF AN EXISTNGG WALL OR IEiN MI 12 NOKLS PER FOOT I.) WINTER 510E OF THE INSURATION PARTITION.IT SMALL MATCH EXISTING CONST AND KETION A FINISHED FACES SMALL BE TYPICALLY FLUSH - --- 2. 1NSULATIONSMALLNUTHAYE AF -SIRE Ma OFWTGREATERT MWITHAGHOKE- - UNESS_OTIERVIIEJDTED,MATCHFMEMTNGOF.EVSTG.CON5TR2TIONUILESSOTHEPRSE - RISf OIOES RR FOOT(M)-i 0 U-1-LULL-- - - - - -- --- --DEVELOPED INDEX OF NOT GREATER THANL50 IN ACCORDANCE MTN SECTION RS02.D.1 OF THE 2020 NOTED.(I - A•D CdENi SEGEExfNIL CODE CP NYS. 2. MERE EXISTING PARTTIOG ARE TO BE REMOVED AND INTERPECT EX6TWG PARTITIONS SCHEDULED TO 3. ROOF SINGLES SHELL BE 32CA FIBERGLASS AS SELECTED BY OWNER SHELL BE INSTALED IN REMAIN.PATCH REMAINING EXISTING PARTITION AM FINISH TO MATCH ACJCINWG CONSTRUCTION - ACCOWANCE WITH SECTION W05.2 OF THE 20i0 RESIDENTIAL CODE OF NYS. 3. CUT MEW OPNW S N EXISTING CONSTRUCTION MINE REQUIRED FOR INSTALLATION OF NEW DOOR IA3i)DEFLECT" A FLASH ALL OPENINGS IN BOOS AE EXTERIOR WALLS AT R07 VALETS,CHIMNEYS AND ALL ROOK AEIOR MEOW ASSENMLIES.PROYME sUNOUNDLW CONSTRUCTIDN AS DETAILED M TO MATCH -w-OWE OEry ON OE An S-RCTA_.MBRER P[t9t TE LiHE Ltt➢LISTED N SGNSNS FJG.9 AD WALL INTERSECTIONS. EXISTING. R;A a CR W=•D LT1D52-EC;E3 ETSCRdx IC`>11.I�-tl MAR FXC':>TE VAS O:iA3E RS'J.T. 5. CAULK ALL OPERMGS AND JOINTS BI EXTERIOR WALLS.COLOR AS SELECTED BY CME R. L. NEW P4RTMONS WITHOUT A FINISH SCHEDULE DESIGNATION SHLLLL BE FWSEO TO MATCH THE SPACB5)THAT THEY ARE W. TAAL 2`OLi 5. REINFORCE EXISTING PARTITIONS AS REOUIED TO INSTALL NEW CASEWORK PATCH PARTITIONS TO NLLDWAIAE DERECtON!K 9TaDCitIRY NEM6SRAP MATCH EXISTING OR PREPARE PARTITIONS TO RECEIVE NEW FINSH AS S-HEDLAFD. 6. PATCH AL OPENINGS IN EXISTING WALLS SC TO REMAND RESULTING FROM DEELITION WORK S'NLnWNL MENDER i L'LCN4PLE DEFLECTDN OF OTHER TRMIES AS NECESSARY TO CURSE ORNIE AND MAINTAIN INTEGRITY OF EXISTING OR SCHEDULED FIVE RATED CO!1TIUCT10N. PA-LPSPLNmG St.r JbLTP T4:S,WTi tnM i. DO AL NG AS SECURED TO PROVIDE FINISH FLOOR FLUSH AND LEVEL WHIM ADJOINING FINISH FDeB1E0 CCAL'f.HGT NTTAHEG TO R:..E S " SURFACE.REMOVE AL LAYERS OFEMSTNG FLOWING AND AOESW'E DOWN i0 CONCRETE OR WOOD . FM w115 APU PNRIIEIOAS --- HI.fO SUBSTRATE.LEVEL EXISTING SUBSTRATE WITH CEENTITIOLB FILL OR WON SLEEPERS TO PROVIDE A SUBSTRATE TO RECEIVE SCHEDULED FINISH N ACCORDANCE WITH SPECIFICATION AID FINISH f-CDA3 'Jb4 MANUFACTURERS'REOUdVIE PITS IL CGNTWMC SMALL FAIR AE RESTORE ANY DAMAGED FIIEFAOOFIW TO ACHIEVE RECUPED RATING. tETI NTH B E Fvc5x54"[:UVNG FLASMR L1560 I. F FLOOR REFACE IN EXISTING TOILET ROOMS BEING DEMOLISH®5If0 THAN ADJOOANG FINISH. ASD SF.CCOI REMOVE TILE AND SETTING AMC RRASH SUBSTRATE ACCEPTABLE TO INSTALLER CF NEW FINISHES. AT ANY WALL WITH TILE,WHERE WALL REMANS•DO MI WORK REGURED(EMOVE TIDE SIOR CAROBS WITH FLPJRE F.-S I-6YPKJI I LRAO RESURFACE WL GN)TO ACHIEVE THE FINAL WALL CONFIGURATION ACCEPTABLE TO NSTM-UR OF HEW 63Ati) I FINISHES. AS CT9RS1R12T111ErPB6 i LI2L". EOSKR wA S­GG•vMNiW'R4 OR ST F:N`5H EATEN"3R W115-W'N)_fJ&3•M1T1 O:._q 5RTTL Fa:DES REV. DESCRIPTION: BY: DATE: XDUFRGR GALS-ti`D LCAPa•WTH'lE7 fPi3F5P w'R2 - ISStED FKR FRIG NB PGXA.GGSIG Li ES 53WoRPG MASONRY S£FERxA.I3 UBa - 15A.ED FOR REVIEx ME 202L.0A.30 STATUE 4 FOR THEPIpYr3ffTEGETPYJNSGPZE IC:LK_rHFi.PJ.TZWI&LD233:}LASPUF 3T`GGS Construction Document TWIN AG 9I TINEN)HE COPD!EVf ND CLAx`G iLNT1 LOADS NfAINED FRa1 TN6E PO:LY.n. 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BUGCX NYS OAZNBS T IS 4 WddTON OF THE TAW FOR ANY PH .—ESS ACTING UNDM THE DIRECTION OF A UCENSED—NTECT.TO ALTER ANY CFAYONGS.SPEtlFlGTIWb,OR RCPORATY TO WHICH SEAL W 4N /Ian KT HAS BEEN APPlEO IN .IF AN ITEM BEARING THE {OG \OiT7 "r •✓ ;' SEAL OF AN—flMCT IS—MD.THE ALTERVW AMIOTECT SMALL AFFR TO k15 ITE. THE TATICN-- -A` y CH TE OF SU { ALT—TION AND .I HE ALTEMTION. - PN{O�\� ...f`•f r•_r NY_ -��� Ir .yr 042983 odic FN - ----- --- - ----- --- � ' _.- tK��+ OF Ee- �-- •,, ^,µ� `;' ,,''"ma's _ `6" T OP�',,t(N�'�. �+„/ � 4. Opp — —a:-- -- — '=—P>C'.. ��p� �9Q' Ate T CIA ov 1G�' REOUIRED SIDE YARD SETBACK �' ^Ai '• - tj PROVIDED:24.2'COMPLIES Y /A PROPOSED SCREEN ORCH AT EXISTING' ✓�••-'Y' /• / ` REAR DECK(392 SF).,.:✓ a A .001 _ / ANY �.:`` J V a,� •/�6°�''930ILA �� �\\a��� ! - ,lam,-•r` ./y1�IY S5 Q']' ,✓ �P,�J9 q,�p sat iP' H•"� (Ji '' O we8!'' rEv: DEscRIPT— BY: LATE T YYY ' •'`� Q \5 H� ' �' �\�.{• F•- - Issl�ED FDR FIUNG !m mu.os.ID Y {O� /\�•�fil` Oa - 1551fD FOR REVIEW HS mu.x.ao ' +rp cA ��30 FL� +TAn�: oL $,�w / �o� . ''r�� Construction Document `'e � '!%Qj( /�n�p' PLO P► .�• g5 �o 'y Nic k (fY'•" iek Johnson shadcandwhale425@gmail.wm \ +APr �J ADON 425 Bay Ave. East Marion,NY TITLE. ARCHITECTURAL SITE PLAN INFORMATION SHOWN HEREIN BASED ON SURVEY PROVIDED BY «.a DATE GAAWeE cEUEo. JOM C EHLERS LAMD m Pourzo EDx�m.I n PROPOSED ARCHITECTURAL SITE PLAN SURYEYING.D47ED0.5lID/2001. ua A-3 PNOf_CT xo: DMWNCNo. REVIvoN: ��SCALE: 1'=30•-0" '< CONSTRUCTION LEGEND PRD ECT NAME Deck 8 Screen Porch DOOR TYPE SEE SOME-E SAHUIITEOT: =NEW CONSTRUCTION z D Matthew Busch WINDOW TYPE SEE SCHEDULE — ARCH ITECT— 0 'NEW CONC.FOUNDATIONWALLAEmFOOTING 2615 Union Blvd,Islip,NY,11751 -------------- 516.429'1122 ————————— =CONSTRUCTIONABOVE/BELOW _ mb@mbarchitect.us =EXISTING CONSTRUCTION TO REMAIN — i www.mbarchitect.us EXISTING CONSTRUCTION TO BE DEMOLISHED 1 Au CONTENT'NE11.0ED ON THIS DR-ING SET QNC NG.BUT NOT _ LITELXT)50THE FRO DESIGN mmN OF MGTTHEW-CH ARCH,MET IONDS AS 1 O' SUCH IS PROTECTED BY OS AND 111—TIONAL COPYRIGHT AND JOIST(TYPICAL SPAN) OTHER WTELLFCTUAL IROPERTY LAWS ANY IMAUTNORISED REFROOOCTION OR COPYING OF THE DESIGN OR =FRAMING-JOIST(INDIVIDUAL) O NATTHM BIJSCH MCNITECTRMAY REIR)LT IM—BELON ACTION ARCNIIECT K RECORO: __—_—__,FRAMING-6E6M/HEAOERIGIRDER 15_ NEW 2%10 LEDGER y NEW 2X10 LEDGER i VIOLATION YS LICE LICENSE N0.OG20B3 BI c(2)2XL POST BH=(3)2X6 POST I ITS A VIOON OF THE LAW FOR ANY PER XO.SON.IE ACTING ER { I THE DIRECTION OF A LICENSED AREHTECi.TO ALTER AMY V [RAWINGS.SPFUFlCATRd.OR REPORTS TO WgCH SFdL CF AN NEW STAINLESS STEEL - NEW WOOD BURNING STOVE. 1 —TecI HAS BEEN APPLIED IN ANY WAY.IF AN ITEM B_NG THE O=STEEL POST LINER IN EX.CHIMNEY I'fi' 1'd' EXHAUST THROUGH EXISTING. i SEAL OF AN ARCHITECT IS ALTEREO.THE ALTER NG ARCHITEET CHIMNEY.PROVIDE NON I SHALL AFFM TO MIS ITE _ THE"TATION'ALTET,£D COMBUSTIBLE FLOOR BELOW ar FaLLnwED BY �. TE OF such AS PER MANUFACTURERS U ALTERATION.AND >ff ITEPATION. _ REQUIREMENTS 3 — I /Li\ 2 40 p-6 _ _ SCREEN PORCH C \^"6-6/ y t a 392 SF // 3 S LEXIsrINc woaD '�` I W DECK IN ` z 1 q 042983 OQr SCREEN TF _ EXISTING RAIL 1 BOORS TYP �F H7%� TO REMAIN - 3070 - I —_ — _ _ _� ,y ._ _ CONSOLTANTS. NEW(2) 10 _ - --- - t. I PROPOSED 6%b POST WITH—- - —- --6'-6 I/L'— — —6'fi 6'-6 I/L• _ PVC WRAP(TYP.OF 5) _ _ -___ _.— _ 21'-10' LINE OF ROOF FROPOSED SCREEN ABOVE ENCLOSLAE EXISTING STAIR TO , REMAIN A"6 PROPOSED FLOOR PLAN SCALE: 1/4°=1'-0' I __L_ ——___ _ _ _ ___ EX XIO LEDGER TO REMAIN L— l OESCRiPPON: BY: —E. I j - ISSLEO FOR FILING 203L.OS.10 I _ - I. G FOR_EW MS I E02G.OL.30 EXISTING DECK rn ABOVE TO REMAIN — sCnos:nstruction Document I EX Nick J STING FOOTINGS ON TO REMAIN,TO BE cOhI13011 VERIFIED IN FIELD i sharkandwhale425@gmail.com I1 ­SS I - I I E%(2)2%10(YIP) I___ '� _I___ I j 425 Bay Ave. `o------ ------(�--- —ro; IB' IA IB'DNA. IS'DI IB'0 •- IB' N. East Marion,NY TITLE: -----—- - ----'—""'- ----- -'""""—- —' "-------- PROPOSED PLAN @ SCREEN PORCH 6X6 POST SET ON 71-9' 6'-6 3/B• 6'-6 3/8' 6-6 3/8' ABU POST BASE AND ' SCALE: 04TE: CMWN: CNECREO. SONDTIIBE FOOTING, 27'-IO' AS pMArzO zau.m.I TYP. FOUNDATION PLAN °R°E`T"° °�°" 'vDN, (-,,',,,_PROPOSED SCALE: 1/4"=1'-0" a ��fw� PkO.IECT NAME: CONSTRUCTION LEGEND Deck&Screen Porch DOOR TYPE SEE SCMEg1LE , ARCHITECT: =NEW CONSTRUCTION 2MOHEXISTIN Matthew Busch —.WINDOW TYPE OWELLIN SEE SCHEDULE TO REMA N —A R C H I T E C T— 0 'NEW CONC.FOUNDATION WALL AIM FOOTING 2615 Union Blvd,Islip,NY,11751 `------------- 516.429.1122 ————————— -CONSTRUCTIONABOVEIRLOW a7 mb@mbarchitect.us 0 •EXISTING CONSTRUCTION TOREMAIN www.mbarchitect.us EXISTING CONSTRUCTION TO BE DEMOLISHED Ali C—WC .ON T S 0­SET(.—.A.BUT NDT LIMI TBO TO.DESIGN INTENT.DR—IGS.RENDERINGS.CAYJHICS AND TE%T)IS THE FROFFATY OF MATTHE V BWW ARCHITECT ND AS SI—IS FROTEOTEO BY US 41p INTE dlATI0N4 COFYRIGM Alp =FRAMING-JOIST(TYPICAL SPAN) .TIER wTEUERUAL MiOFERTY— ANY UNAUTHORISED REFROOULTION OR COFYWG OF THE DESIGN OR ONES FEATURED W THIS OTUwWG SET—OEIONGOp TO =FRAMING-JOIST(INDIVIDUAL) neTflEw BUXH ARCHITECT euY RESULT IN LEGAL Aenw. ARCHITECT Of RECORD: ———————=FRAMING-6EAM/FO:4DER/GIRDER — — —— —— — — —— nnrnEw•puw.ES 429M NEW 2X10 L DGER NEW 2X12 LEDGER \ ) NYS ucENEE W.D4xva0 IT IS A W OLATION OF rHE LAW FOR ANY PERSON.I➢bESS ACTING ®_(2)2X4 POST GO(3)2X4 POST I /- - ( I uwER THE DDEcnaM OF A Uc D ARCHITECT•TO ALTER ANY E:12-' I I—YNGS.vE tRWI na.OR RMIRM TO—SEAS Of AN ARCHITECT W1S BEEN AFF.I.IN A WAT.IF AN I..BEARING THE 0 a STEEL POST I E--- / J \ --3 1 SE4 OF AN 4iCYJTE:T IS YTERED.THE—ERJN.AMIUTECT SI 1 io -IFF. _ rr TATIe — ALTERATION.AVO �{'p�� HE ALTERATION. . % LOW SLOPE ROOF ° y 2 - MEMBRANE 0 OF I. 9 -- — - - - - - - -- -- - \ y I'fi• 27'-IO- ----- - -- ------ ----- _--- --- — - -- - 29'-10, I A-6 PROPOSED ROOF PLAN SCALE: 1/4"=1'-0° - FEV. DESCRIPTION: BY: LATE: RSUED FOR FILM MB 20.4 OB.10 55UED FOR REVIEW MB 2024.0A.. STATUS: Construction Document Nick Johnson sharkandwhaie425@gmaii.com _SS 425 Bay Ave. East Marion,NY TITLE: PROPOSED ROOF PLAN SCALE: OATS ORAWIt CNECNEO. As paatFO .tp.l FRaecr NO: DRAWING UD: REvmON: xL"N A-5 PROJECT NAME: NEW CHIMNEY CAP Deck&Screen Porch TO MIN 24' .,� ABOVE SET SET M E EXISTING RIDGE .•%% ICJ\ arcJDTEcr: ' Matthew Busch EXISTING EXTERIOR WALL AND WINDOWS TO REMAIN —A R C H I T E C T— I 2615 Union Blvd,Islip,NY,11751 EXISTING AC 516.429.1122 SLEEVE TO BE ' REMOVED mb@mbarchitect.us iwww.mbarchitect.us R ALL CONTENT WCLLAEO ON MIS DRAWING SET U—ING,E.NOT LIMITED TO.DESISN INTENT.DRAWINGS.RENDERINGS,GRAPHICS AND B - LOW 9-OPE ROOF TEAT)IS THE FROPERTT OF MATTHEN'EUSCH ARDOTECT AND AS SUCH IS FROTOECTED GY US Ally INTE I—TIONAL COPYRIGHT AND MEMBRANE - HrtA NMLLECTUAL Fi01EATY LAWS I•AGES nrlFD¢DR IN TTFIS oFO.wlIG SSET u E&ONNGINGl io oR MATTM IN eusw AKMTECT MAY RESULT IN LEGAL ACTION. ' ;e\•... . \'.`• T' �. ? '\ ARCHITECTOf} MAT ES SLSC:THEW CHARGES BVSCH 110ENSE N0.0Ax0A3 `\ IT IS A VIOlAT10N OF 1HE LAW FOR ANY PERSCN,UNLESS ACT WG f'{(� _ IADEk THE DIRECTION OF A LICENSED ARCMTKT.TO ALTER ANY PROPOSED SCREEN \�\..Al' GRAv S.SFEaNrsnwa s,oR wRTs T°—CM eF AN Y PORCH ,\,• \ ARCHITKT H85 SEEN APPLIED IN AY.Ii AN ITEM BENONG THE SE-OF NTENT IS>.TEIED.THE ALTERJK ARCYTECT Z' •�•f: .�! �XX. •„� � sHAl1 AN A AF TO FIS ITEM SHE'-TA ION•ALTEFED 'I•, ,` ;, \ AI.iEPGiI�WROYRD BY T OFSDCDC. \. t EL 0'-0'caaDE �'iIIf�i:Ill:••i I,�I i Iliiil�l:III r EL(VARIES) n REAR ELEVATION FOF" -'" - -- -- — - --- -- SCALE: 1/4°-=1'-0"__ - coNsuLrANTs: i i I — I � I 1 I I LOW SLOPE ROOF 12 I 12 LOW SLOPE ROOF MEMBRANE I MEMBRANE — ' REV. DESCRIPTION DY: DATE: T 0.BEAM --� - ISSIED f00.PILING 202<OSJO _ EL B• REVIEW MS 30xA.W.,I0 \ ./,�:\ \ z Ili R _ ,. la' ;\ / %`-�\\ "l •�\\\ STATUS: Construction Document a• ,, ; p; ti PROPOSED SCREEN \`.� - `�\ I-- —- 4; \•;\ •� PROPOSED SCREEN y� FOR !� %'' '` n ^I :�.'` i� PORCH /--\ �' Nick Johnson _;H shadcandwhale425@gmail.com EXISTING RAIL TO REMAIN, ADDI�SG: ,\ 425 Bay Ave. ^; i• I I ji1� MODIFY AS REQUIRED I�! I East Marion,NY �sTFLR ELQ-0' TITLE: PROPOSED ELEVA TIONS WiII � U GRADE EL(VARIES) KALE: GATE: DRAWN: CHEERED: m NSATm mzL.m.l SIDE ELEVATION (RIGHT) SIDE ELEVATION (LEFT) �D E`T M- °�""�" tt_aGI A-w SCALE: 1/4"=1'-0" � SCALE: 1/4'=1'-0" �N/ PROJECT NAME: ` I NEW FLASMINGING.TIE INTO Deck&Screen Porch 1 EXISTING WRB TPO OR EPOM LOW SLOPE MEMBRANE ROOFING INSTALLED PER MAMffACTUYER SPECIFICATIONS F U2'CDX DECKING ARGOTECT: 12 02 �10�°16OC R Matthew Busch 9 (S)5'SOwS SCREW D EACH POST-BEAM ' SIMP90N H2.5®EACH RAFTER —A R C H I T E C T— . A•`�;��' ALUM.GUTTER 2615 Union Blvd,Islip,NY,11751 0 BEMRr 516.429.1 122 SIMPSON LUS JOIST MANGER Z. mb@mbarchitect.us �' 2%12 LEDGER FER PLAN / \\__;__% \. PVC FASCIA AM SOFFIT www-mbarchitect.us "IM '0N CU�JOIST> •" , /V j/.� '�i (2)2XIO HEADER ALL CONTENT INCLUDED ON THIS DRAWING SET(INCLUDING.BUT NOT 2XI0 LEDGER PER `. \ i / ;:'' ) PER PLAN unITED TO.BE ON LATENT.0,U-NGS,_ERNGS.GRAFMOS a"D PLAN�\ '\ TEAT)IS TIE PROPERTY OF MATTNEW BISCH ARCHITECT AND AS / VENTED PORCH SUCM IS PROTECTED BY US ANA INTEFPATIONeL COPYRIGHT AND OTNER NTELIECT—PROPERTY LAWS. _ �•I I // %' i' . \\ //.' - I'\\� .\ r i SOFFIT ANY UNAUNOMSED REP)WOUCTION OR COPYNG OF THE OE9GN OR GES FEATURED N THIS DRAWING SET AND EELONGNG TO ✓�I\ / _,I I % ' MATTMEW BUSCN ARCHITECT MAY RESULT N LE—ACTION, `� I /��I / �• ��:` ARCHITECT Of RECORD: C CRAKES B SCREEN NYS L LICENSE N0.0G2..9E] ENCLOSUREIT S A VIOLATION OF THE LAW FOR ANY PERSON.IAAESS ACING � (DER THE DBIECTION OF A UMNSED ARCHRECT.TO ALTER ANY-NOS.SPECIS—ONS.OR REPORTS TO WNCN SEAL OF AN R RTECT HAS BEEN APROED N ANY WAY.W AN ITEM EEARNG THE (2)2X8 RAIL ASEAL OF AN 4iCHlTECT IS-BRED.THE 4TEVlG AFCWTECT SHALL A—TO NS:TEI iNE TATION•ALTERED Y F ano P, TE OF SUCH LTEPA ATION.ANp y HE ALTERATION. EXISTING DECKING G Y•T.�_�%. �__. f ___ TO REMAIN T OgzgB3 ,tOQr "I" ISM TFLR 9 EXISTING DECK FRAMING TO REMAIN- - EE 0'-0' OF pJ-p•- CONSULTANTS: GRADE ! EL.(VARIES) I - — - - — — as ---I—=-- — --- — —i_ SIMPSON ABU— EXISTING FOOTINGS GALVANIZED POST —- i TO REMAIN(TYP) �# BASE.TYP. T 4 FOOTING PER PLAN i IJ ROOF 0.22•X A'STRONG-DRIVE FRAMING: SOWS TIMBER SCREWS.FASTEN --- INTO EXISTING STUDS DECK FRAMING NOTES: 2XB LEDGER 1 SECTION THROUGH DECK PALL ER DECK CON O TORS TO BE HOT R MECHANICALLY DIPPED GALVANIZED PERILED BOARD O ROOFASTM 2' ra z SCALE: 1/2°=1'-0° ASTM B695,ALL LUMBER TO BE PRESSURE TREATED {I�2' DOUGLAS FIR OR HEM FIR li ilQq+�i —ir�l KEY: OESLRIPTION: EY: LATE: I I LINE OF EX. !l STUD TYP. - ISSIEO FOR FILING AID IO:G.M.10 5-80 TO RAFTER AND - SBUEO FOR REVIEW fH 1 EOL..0G.30 CEJLNG 0.22'X L'STRONG-DRWE 5-SO TO PLATE FRAMING: SDWS TIMBER SCREWS $T°T�' r B' LEDGER BOARD 2• ;= Construction Document M4% @ DECK oWNFR: -� Nick Johnson sharkandwhale425@gmaii.com shad<andwhale425@gmail.com I I I I I OSO 425 Bay Ave. I I o East Marion,NY TITLE: I PROPOSED SECTION AND DETAILS SCALE: OATS ORAYIII. CIECRED: df,wrtA ZOiL.OII LEDGER DETAILS ,, SIMPSON H2.5A u` `T" °�°W" �'y°" 3 SCALE: 1 1/2°=1'-0" SCALE:3°=1'-0° ���