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Home My WebLink About50891-Z hoy�aof Souryolo Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46805 Date: 01/21/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 425 Bav Ave East Marion, NY 11939 Sec/Block/Lot: 31.4 0-12 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/10/2024 Pursuant to which Building Permit No. 50891 and dated: 07/01/2024 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: Alteration of existing rear deck to a screened-in porch with a wood burning stove to the existing single-family dwelling as applied for. The certificate is issued to: Nicholas Johnson , Samuel Hudson Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50891 1/8/2026 PLUMBERS CERTIFICATION: Jorge Gomez 11/19/2025 Au ho ' Signat e �o�SUFFotkc TOWN OF SOUTHOLD ay BUILDING DEPARTMENT coTOWN CLERK'S OFFICE "oy • o�� 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 6/10/2024 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: $546.00 Building Inspector pF SO(/T�O Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O. Box 1179 Southold,New York 11971-0959 ��yCOUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nicholas Johnson Address: 425 Bay Ave city: East Marion st: NY zip: 11939 Building Permit#: 50891 Section: 31 Block: 10 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: 5th Generation Electric License No: 58846ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New Addition X Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 3 Ceiling Fixtures 1 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 1 Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC 1 Blower Heads Switches 3 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: S u n roorn Inspector Signature: _ Date: January 8, 2026 Town Hall Annex f edf ob j(6 fl 765�1802 54375 Main Road I L ; I P. O. Box 1179 Go Southold, NY 11971-0959 1 �® a®��t 0 V 1 9 2025 ..j t 'ZY� E�ss;R�'s;�c�O'��aaQre�era$ ir��.�itaoad BUILDING DEPARTMENT ��"Al�� ssa TOWN OF SOUTHOLD CERTIFICATION Date:-I f b .7 J— Building Permit No. S b- ?q 1 Owner: ro-,, (Please print) Plumber: G 6;--L r-7. (Please print) I certify that the solder used in.the water supply system contains less than 2/10 of 1% lead. Plumbers Signature) Sworn to before me this day of O , 20,. CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Notary Public;" County Commission Expires April 14,2-0@LS- 1 OF SOUIyO� —--— . # * ' TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ /FOUNDATION :l 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:(I �444.elkk-)- DATE INSPECTOR # # BUILDING DEPT. N , TOWN OF SOUTHOLD U G 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION/CAULKING [ .] FRAMING/STRAPPING [ FINAL SG4&fA, P411- [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 51 & � �► f/um � 2 c q!2,r -J--D �A61,jr� DATE ANSPECTOR OF SOUTyo� -- # # TOWN OF S.OUTHOL'D BUILDING DEPT. o 631-765-1802 INSPECTION [ ] 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: �D1-ck/ Ajo 6v J& kr ovt m s ra40-4-bDA � � a14 61 a 0� DATE �- � INSPECTOR �aOE SO(/l�,° # # T WN OF SOUTHOLD BUILDING DE coum 631-765-1802 INSPECTION [ ] 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) �nm' CTRICAL (FINAL) CODE VIOLATION [ ] C/O [ ]. RENTAL REMARKS: otj DATE INSPECTOR ` Matthew Busch mb@mbarchitect.us 516.429.1122 —ARCHITECT— ._.;T.1 2615 Union Blvd,Islip,NY 4/28/2025 Re: 425 Bay Ave, East Marion, NY e�a�.d's1 �,r, ;,.1 Proposed Sunroom , c; TO Mr.Johnson: I have reviewed the alternate footing design installed at the subject property,consisting of the following: • 12"Thick x 18"Wide concrete spread footing w/(2) no. 4 bars • 12"Sonotube from.footing to grade w/post base The proposed installation will provide sufficient bearing capacity and is an acceptable substitution for the footings indicated in the construction plans dated 9/13/2024.The installation is consistent with approved methods listed in the New York State Residential Code 2020(1 RC 2018 as adopted by NYS). If there are any questions or concerns, please contact my office by phone or email. Sincerely, Matthew Busch,AIA NCARB 516-429-1122 aED mb@mbarchi�` _ t �42983 yO�' ROF NEB www.mbarchitect.us mb@mbarchitect.us 1516.429.1122 12615 Union Blvd,Islip,NY Page 1 of 1 i x x x lo MELD INSPECTION REPORT DATE COMMENTS At efh'. 7 /de a , 4A yk ja FOUNDATION (1ST) - W4� It --------------------------------- =Ps FOUNDATION (2ND) cf) ROUGH FRAMING& PLUMBING 3u, INSULATION PER N.Y. STATE ENERGY CODE Ile- FINAL e-e-,d A-R-64 - 6 ew,17 A,v;- -----Plx-l- VA-1 11role- ADDITIONAL COMMENTS LA 0 u lz ----------- o�OgfYfPr LOIK� TOWN OF SOUTHOLD—BUILDING DEPARTMENT X' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 litt s//www.southoldtownn gov P � ) � ) P � �� Date Received 1 APPLICATION FOR BUILDING PERMIT For Office Use Only P� s PERMIT NO. � Building Inspector: "' MAY -,1,v 2,024 Applications and;forms rust'be filled out in their entirety Incomplete rr,�.Fes, .,, applications will not be accepted; Where the Applicant is not the owner,an owner's Authorization form(Page 2)shall be completed Date: 05/12/2024 77 OWNERS)OF'PROPERTY - 7777 " 5 Name: Nicholas Johnson / Samuel Hudson scTM#1000-31 .10-12 Project address:A425 Bay Ave. East Marlon, NY 11939 Phone#: 718-213-0574 _ Email: sharkandwhale425@gmail.com Mailing Address: P.O. Box 144 Orient, NY 11957 CONTACT PERSON �'j y, Name: Nicholas Johnson/Sam Hudson Mailing Address P.O. Box 144 Orient, NY 11957 Phone#: 718-213-0574 Email: sharkandwha_ le425_@gm.ail.com__,____ DESIGNPROFESSIONAL INFORMATION Name: Matthew Busch Mailing Address: 2615 Union Blvd. Islip,.NY 11,751 Phone#: 516-429-1122 Email mb mbarchitect.us E • ' t Y-:i x I CONTRACTOR INFORMATION, :n Name: Jorge Gomez/JG Quality,Construction Mailing Address:. 514 Bailey Ave. Greenport, NY 11944 Phone#: Email: info@jggconstruction.com DESCRIPTION OF ii 6.06 dC'ONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $12,500 Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes allo 1 PROPERTY`"INFORMATION z Existing use of property:, ReSldentl.al .. ._ . Intended use of property: Residential „ry„ 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. OheC BOX J�fter ReadMg` owner/contractor/design professignal is responsible`forall drainage;antlstorrri water Issues 'as PFUVIded by ,Chapter 23fi i4he'Tpwn Code::APPLICAT16N'1S.HEkiBY MADE to the Building;Departmentfor the,issuance of a Building Permit pGrsuant to the Building Zone." Ordmance.of the Town of Southold,Suffolk,County,New Yark and other applicable Laws,Ordinances or Regulations;for the cons truition of buildngsr` aiidnions,alterationsor for removal or demoUtian as herein descnbea The a}Sphcant agrees to comply with�all applicable laws,ordinances,bwldipg code, housing code,and regulations and to admtt autfiotized inspgctors,on premises end in bulldmg(s)=for necessary inspections False statements madeherein ar`e,' ";punishable as"a Class,A misdemeanor Pursuant to,'Section 210 45 of the New York State Penal Law,: Application Submitted By(print name):-Nick Johnson ❑Authorized Agent BOwner Signature of Applicant: ��—� Date 5 STATE OF NEW YORK) SS. COUNTY OF SU- - C k � OV Y)_-DOV \ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 49, (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 U 'day of M a 20 / tolk 6ary Public TRACEY L. DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YO (Where the applicant is not the owner) NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMOSSION EXPIRES JUNE 30,2 /o 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 AUr I�IIP NG DEPARTMENT- Electrical Inspector t TOWN OF SOUTHOLD Town Ha Annex - 54375 Main Road - PO Box 117.9 NOV5 �On S"outhold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN RMATION (All Information Required) Date: Company Name: r ` C/ Electrician's Name: r< License No.: — c� �e�qq-'L Elec. Phone No: 3 1- J L — ��c email copy of Certificate of Compliance Elec. Address.: Sll-j �, JOB SITE INFOR TION (All Information/Required) Name: V;,c 4d�� y/7 Address: ��- Cross Street: Phone No.: d-- 2 1-3 ---0 J `� Bldg.Permit#: j / email: Tax Map District: 1000 Section: 51 Block: /, Lot: i ? BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage. �/6 d Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES12 NO Issued On Temp Information: (Ail information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[:]Underground❑Overhead # Underground Laterals M 1 2 H Frame D Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION �c i �� PERMIT# Address: Switches Outlets �G G F I's 2 Surface H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW ' Generator Salt Gen. Carbdn-' ' M.icro . . Water Bond Gfb.Dis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo ! Cooktop Minisplit Blower AC AH . Hood Blower Service Amps Have Used Sub Amps p Have Used Comments L �_ :vL_1 yr T"'KVI"CKI F 1ATB PAST MARION \ N: 5OUTHOLD FOLK COUNTY,NY 'LK COUNTY TAX u ,g� 31-10-12 0p'F1 -1ED TO: HARLOW X"EALTN LAND �� C3!" .�1„"' •+•� `'._' �' . Od5fA2ANOE 00. y� C- {toll M1V yam ' '' ',^•��'�''{Sy_ LO 09-1 ! MONUMENT FOUND �� _ . 'FA"60.4T1 5F OR 139 ACRES JOHN C.EHLERS LAND SUR VF 6 EAST MAIN STREET MYS.LIC.i PHIC SCALE 1°=40' � _ _ ... RIVERHEAD.N.Y.11901 I5�1 369-8288F"369-SU7 REF.AHp smv.WROSU MP UED AS NOTED q1• VB.P# &k COMPLYMM ALL CODES OF ;OTIFY UILDINGD DE s NEW YORK STATE&TOWN CODES N �S REQUIRED AND CONDITIONS OF W1-7W1802 8AMTO4PM FOR THE OCCUPANCY OR FOLLOWING INSPECTIONS: YY� WN ZBA 1. FOUNDATION—TVJO REQUIRED WN PLANNING BOARD USEISUNLAWFUL FOR POURED CO s%RETE E' ^ WNTRusas WITHOUT CERTIFICA�2 ROUGH-FRAMING& v±:��, INSULATION �-�- OF OCCUPANCY 4. FINAL-CONSTRUCTION MUST G BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS All exterior lighting Installed,replaced or ELECTRICAL repaired shall conform INSPECTION REQUIRED to Chapter 172 of the Town Code PROJECT NAME: Deck&Screen Porch ARCHTECT: Matthew Busch —ARC H ITECT- 2615 Union Blvd,Islip,NY,11751' 516.429.1 122 mb@mbarchitect.us www.mbarchitect.us ALL CONTENT NCLUDED ON THIS DRAWING SET ON—G.BUT NOT LIMITEO rO.DESIGN INTENT,ORA-IGS,RENGaHNG%GRAPHICS AND TEXTCI—T AND AS SUCHI IS THE I'll PIETTY OF HATTHEW IS PROTECTED BY US ANC INTERNAUT NCH GL COPYRIGHT AND PROPOSED DESIGN FOR: OTIffA EPRKI TUA IRDPERTY OF T AN gLAMAUTH°RGFD REPRODUCTION DR CD T AN D:THE HIG TO DR cTN FEATURED IN THIS DRAWING SET AND BELONGING N. Iur Ew euux AxwTEer eur RESULT w LEGAL AcrGN. Deck & Screen Porch CATIOEw��Se � M5 UCENEE N0.00t08J IT IS A—.TO-0i THE t—FOR CNY PERSON,UNLESS ACTING UNDER TH..E DIRECTION OF A LICENSED ARCHITECT.TO ALTER ANY CH TECT H SPECIFICATIONS,OR RCFCRY.TO WHICH SEAL OF AN MHITECT HAS PEEN APPLIED IN ANY WAY.N E ITEnARCHITECT BEARING THE SEAL OF AN ARCHITECT IS ALTERED.THE A TAT BN-T CT SMALL AFFut TO XG TEn T:4 TE OF AUTER£D 425 Bay Ave. Br FO LOWED BY -_ E Q SUCH tLLTERAT10N.ANp HE ALTERATION. East Marion NY =�r I � qp oizsa3 y0 Fop N SCHEDULE OF DRAWINGS APPLICABLE CODES LOCATION MAP CONSU TANTS: A-0 TITLE SHEET ALL WORK SHALL COMPLY TO THE RESIDENTIAL CODE 2020 OF NEW YORK STATE ORC SUBJECT PROPERTY 2020 AS ADOPTED BY NYS)AND CHAPTER II OF THAT CODE,THE NEW YORK STATE A-I NAILING SCHEDULE AND DESIGN CRITERIA ENERGY CONSERVATION CODE ZDZO OECC 2018 AS ADOPTED BY NYS),ANY AND ALL East Marion A GENERAL NOTES AND SPECIFICATIONS APPLICABLE LOCAL CODES,AND THE NATIONAL ELECTRIC CODE(LATEST EDITION). Zoning I{ wiDl PrafetleO laMs A-3 ARCHITECTURAL SITE PLAN STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2D2O IRC SECTION R361 - - A-4 PROPOSED PLAN @ SCREEN PORCH ALL STRUCTURAL WOOD FRAMING SHALL BE DOUGLAS FIR RI OR BETTER AND HE FIR 61 F A-5 PROPOSED ROOF PLAN oR eItTTER. 4 "�a;.�-1`•. - A-6 PROPOSED ELEVATIONS 0 "good i A-7 PROPOSED SECTION AND DETAILS z°mRg DESCRIPTION OF WORK r a � .D PROPOSED SCREENED REAR PORCH(392 SF)WITH ROOF OVER AT EXISTING DECK. w I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESCRIPTI ISSUED FOR FILING ZO:A.0E.10 WIND DESIGN SUBJECT TO DAMAGE FROM UP POR REVIEW HE zou.ol.Jo GROUND SEISMIC WINTER ICE BARRIER AIR NNUA FZARD SNOW LOAD TOPOGRAPHIC SPECIAL WIND BORNE DESIGN FROST LINE DESIGN UNDERLAY HAZARDS L D FREEZING ANNUAL srnrus: SPEED ) EFFECTS WIND REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP Construction Document 20 PSF I30 NO NO NO B SEVERE 3 FEET MODERATE SEE NOTE YES ZONE% 599 SI.O °MER: To HEAVY Nick Johnson sharkandwhaia425@gmail.com ADDRESS- 425 Bay Ave. East Marion,NY TITLE: TITLE SHEET SCALE: DATE DRAWN CHKNEO: C,-1%, OrcT No: WING No: REVISION: R A-0 PROJECT NAME: NAILING SCHEDULE AND ATTACHMENT DESIGN CRITERIA Deck &Screen Porch Table3.1 Nailing S Fl Rule Table3AA SRafter hear=dWC R�ttt Top PlateLaterdlaM Ere- xposure B TableA3.5 WEdgeTensionSITapConnEsbenRegldreme fie, Exposure B (VYONgI,.MmzwmTab a,) (RvulpPw Alm�.mretl•0a) ARCHITECT: A.sm w I Iu�,a Imf..smmg'vcamlFm.'M0..10[d - , , s _q - L� _ Matthew Busch A. F —ARCH I TECT — m 2615 Union Blvd,Islip,NY,11751 516.429.1122 v� -.... ..^ ^- ^� -'r.• ^- •- -- mb@mbarchitect.us mmmRA. www.mbarchitect.us w ur ALL CONTENDESIGN IT ON IS ORA s.R SET RENDERINGS.GRAPHICS StITICS NOT LIMITED TO.DESIGN INTENT,OMYnNGS.RENDOVWGS.GRAP.nGS ADD TEXT)IS THE fAOPFRTY OF MATDNEW fiUSf11 ARCFITECT AND AS SUCH Ia PROTECTED DY US AND IMERW.TIONAL COPYRIGHT ANp OTHER 21T S—Tt-PROPERTY LAWS. m .m Imur.A�a Tabla 3.SA Tap antl eONOm Plate IO Stud Lateral ConneClions ANY�IMAUTNORISED REPRODUCTION OR COPYING OF THE DESIGN OR far Wuk Loads Exposure B AGES FEATURED IN THIS DRAWING SET AND DELGNGING TO PRsrmIAFmA➢mwn° OS) ,•, MATTHEW IH-1 ARCNRECT MAY RESULT IN LEGAL ACTION. RCNIHETECT TS OF RECORD: � �I A CHAN S-NCN NDISCEN_E NO.O.OLiOB`. IT IS A V-TION OF THE FOR ANY PERSON. ACTING yr •— .M/Frw W+AR,b+W AUA.wmA rm�mmmarom Sumnam..Ais VA' - l UaEGa 1,JER THE DIRECTION OF A LICENSED MCWTKT.TO ALTER ANY "' " ry.•... DRAWINGS.SPECIR—OHS.OR REPoRTS TO WNICN SEAL OF AN wa .M/s/w RCHI HAS TECT BEEN APP ITEM B LIED IN ANY WAY.IF AN BEARI NG THE ' A SE OF AN ARCHITECT IS ALTERED.THE TER.NG ARCHITECT SIGYAL L AFFat 'E TATON'ALiEFED er F0.LOWE0 EV TE OF SIX. • m m ..r.•..,I ' �*' '• ALTERATION ANo NE UC At-EERATION. m. mm.m..^m.....w.m,.«,......w.m�.�,.N....�.,M....,m,.,.,... F. i -,.-.., mm.._...,..m.•wmm.:m..-...,..mm - FOFN£'N me..-..... ,.m..m..d.....,..m mm,..e.m a^m.t^^.,....... m,.wE.w,.,... �.....�m�,,..�......,..,..,al.. I ,vmrw•.Aw..•-'m—.pm^mr+We>% CONSULTANTS: Table 3.9A RaRedCeifng Joist Meet Jelnt Connection Relpurements Table 3.10 Rool Sheadfing AeaMmenl RepuirGHnNnts for Wired EX o$Ure B Table3.11 Wall Sheathing and CladRRg AOachnent Exposure B ptmpa.umaramimeaq Loads P Req fvNrHntxfor WiM Loads P m� ,Ww mb R wmla SmM TM- FP�I F•vi:.a m m..mImWA6 K-.m uw, e. Ieu r`RsmrnmuWuicw[r r.r.r E.0 . u•kmmp m--F,ue H.wnl.a.A.EN ' . -xmm.Nn.m...Av.peen+N.n.u.IAmw.l A.� pmwm . ..m m..uam .d mmm, m«bm�. FA REV: DESCRIPTON: 6Y: DATE: xmRMN,n..mb°meme.Nmm.nm.rlexahwromle<p.bmx+N.aLl.,meieux.m AeeiN<m ye.zRNbw F...o.Mw 21 2DFPT RESPLNSE 1. t0:A.0l.01 MPmmeem eA•mApopmrbeym ..Nmm�m.P., - ISSUED FOR FlLWG M6 2023.IL31 LaWImlv..mmsme�mw•ArmmmAbmmn+.al.Irtbv4•• a,.v nCs.ur<.Iuy u.aam®•'.=d'•n...m...m•mlmAe.w.m�..am�rm.wm+�u.. ..m.N,.m.. I I I 'rn. j wu I wv I wu srnrvs I..,p.,m�,.,..,m .w.^.«+wa.Nw•,m..Im..6.,NJmmEUD�m„Im..°.wm. u..NmmAw Construction Document m+mN rmYax OWNER: —A'. Nick Johnson am HmINRArm..mm ,� �m .�. sharkandwhale425@gmail.com _r r AA y, ADO . u° 425 Bay Ave. vA .mamyA.,•m..,.e. vA ' m,mA.AWA°.m*...w. 'm.^m'...rn••mF,..•'.+ma.,,.•b.... East Marion,NY uA •QAL.I'd.Am,emnm�..mvN.Am.m.°+Oar TITLE: �A"N^°•m"'"r•"�"AIQ s'^^.«°P ^"^"'^m4i^^"^°�"•�°^"'•'m^"°^^'•• NAILING SCHEDULE AND DESIGN CRITERIA SCALf: DATE: AWN. CHECKED: L•I O 24.0G.1 PROJECT NO: PAWING NO: RE e.: °` °I A-1 PROJECT SPECIFICATIONS GENERAL NOTES STRUCTURAL DESIGN LOADS PROJECTNAIE: Deck &Screen Porch • S1IENOB� L ALL INFORMATION CONTAINED ON THESE DRAWINGS REGARDING EXISTING FACILITIES IS TAKEN FROM KH DELI LOAD . EXTENT OF MLW CONCRETE HOURS AND LANDY. AREAS DEPOTED ON PLANS IS DAMAMATIC. CAAWUO:S FURNISHED BY THE OWNER OR FIELD 06SETVATIOM.CONTRACTOR IS REOLREG TO CHECK THE I"?LI-XEIGY'S OF MAIfRIAL AMCC+ISrRCTiCH s-RE USED FLIT DETENMW'B RL LC:D WIN • CONTRACTOR SHALL COM AATE WITH OWNER REGARDING OPTIONS AND FINAL DESIRED LAYURS. 00 VERIFY ALL IWORMATION IN TFE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.HE SMALL CO5 cRA1.FW iiE L.nC l0Y T FUEp JRACE EAU- 2. TOLt.DAT10N DESIGN IS BASED ON PRESUMPTIVE BEARING CAPACITY OF TWO(2)TONS PER SOUNE NOTIFY THE ARCHTECT N WRTI 6 OF ANY DIFFERENCES BEEN WHAT IS SHOWN CN THESE R]S LIVE LOAD FOOT.SUBSURFACE MATERIAL IS PRESUMED TO BE WELL DRAINED SAND AND Mill SHOULD DRAWINGS ANO F(KND W ACTUNLITY TINT W MATERIALLY AFFECT THE PROJECT ANO 09TAIN THE ALP NMUM,YDAM1T C,T1.- CYF ILAND-1-1).-A.I. CNTECT: COMITON VARY FRW TUT PES CONTRACTOR IS TO WT"THE ARCH CT tlnEDIATELY ARCHITECTS WRJTTEM APRWAL BEFORE FRttEEDING. MUM TO PROCEED NG. - 2 THE WORK SHOWN ON NIS DRAARM AND ACCOMPANYING SPECINCATICN IS DIMMED TO INCLUDE ALL TA$E M.5 S. DROLLC[ WORKMITIOMEN. N.MATE.PACKAGALSOTHER SHOWING ER EXCIES.M IONS AM IC.SHORE AS DESIGN SMALL D LABOR AM REASONABLY Y MALE RY TO COMPLETE OR TIE PROJECT W ITS ENTIRETY.NM:TIER 910YJH. M.N.:AI5664't USiR;£;iED LnE LCti'_K(IN r,ARG$n;SGJE FTArI Matthew Busch _ PROTECTING WIORTY OF THE OT OR.RJOEFRiEi 4M TK RNLI[.SNORING[ESHGN SHALL BE DESCRIBED R SMALL VLY IRO E SITE E AND RE IE PFEISIND. USE ulE LOL THE R3PG BAMFTY O ttE CONTRACTOR. 3. THE WORK S SMALL N C THE SITE AL REVIEW EXISTING CONDITIONS PRIOR O K STATE OA MISIB A A. AND a REQUAS).COMPACT AMD GRADE THE SITED TIE ELCT FAIN IS SHW Y FR THE WCTUR S. A. THE WED SNAIL AN N CODER 9 OF THAT CODE.THE H CODE 2020 OF NEW ENERGY STATE DT I N C AS ,5 m•x{y_$ , AMIW AS REOU:RFD TO MEET THE DESIGN INTENT AM TO DIRECT RUNOFF AWAY FROM STRUCTURES. 202D ADOPTED 6Y XI6 AMID CHAPTER HI OF TROT COOS.THE NEW TOM STATE EEES.A CONSERVATION CODE AN- jyg�_xj.$ TJOJMIi�ST•ruF•a+ ARCH I T E C T- 5. BA[KFILLPIG SN4LL THE RACE ONLY AFTER 40EOUATE 6RLCINF Of FOUNDATION WALLS IS N RACE: EOZO(IECC 201E(L TESPTO BY NYSE ANY Am ALL APPLICABLE LOCAL[ODES.AND THE NATIONAL H-A L-p�T-tt_ x_rJxpQ ]` 6. PROVIDE ONLY ELEAN BAC"LL MATERIAL. ELECTNC CODE(LATEST EDITION). n_�I�S:Fx :JEt}ib D'L[5__._- <c ._.--_ T. CONTRACTOR TO MARK OUT ALL EXISTING UNDERGROUND UTILITIES PRIOR TO START OF WORK.IF 5. ALL PERMITS$MALL BE SECURED BY AND AT THE EXPENSE OF THE CONTRACTOR WHD SNAIL GIVE ALL ESS OTMERNME IKINGEDURM NOIES T�THECSY ER AND NTNS�WTHEM RfAJENTFA[RITES BEING CONSTRUCTED. NOTED.SN RECLURED OWOPo SBy LAW AS WELL a WLLSTAETIMILTIEBUILDINGSDEPARTMENTATROYALISOBBORK ALL TESTING AM INSPECTIONS.TAINEDANNDA FIR PJCw-F`S.L E � so - - 2615 Union Blvd,Islip,NY,11751 BUILDING PERMIT MSUED DI ALL CASES.THE MOST RESTRICTIVE LNRATON OF ANY APPLICABLE '-" 'L`"R.K.•- 516.42 9.112 2 CONCRETE REOUREHENT$SXAU.6E FOLLOWED BY THE CONTRACTOR. - PROVIDE CAST-1-PLACE CONCRETE.INCLUDING FORKWU L AM REI,FCACEMENT.AS IEUBRED TO 6. ACCESS TO ALL AREAS OF THE BULGED.CONSTRUCTION OPERATIONS AND UTILITY SHUTOPYN$SMALL ROCKS mb@rnbarchitect.us COMPILE TE THECO TS TOW$MOWNONTHEDRAWPOSAMMSFECIFlEDHEREIN. BE COGROMATET WITH TIE OWNER. ST- WWW,mbarCh)teCt.l15 2. COM-WITH AC I 501,'SPEC ffICATONS FOR STRUCTURAL CONCRETE FOR BULDIMS*.EXCEPT AS T. AL ENT$SHALL BE RUT READLY AVAILABLE AM UNOBSTRUCTED AT Al TMES. MODIFIED HEREIN. P. DO NOT DETERMINE DIMENSIONS BY SCALING DRAWINGS.ALL CONSTRUCTION DIMENSIONS AND DETAILS A EL-0A-E PY.iS L14L GE[RAPE O A 20C 131.L0:^_APPLIED 01SF 4 20.SODNf- 3. PROVIDE TRANCE TOMIX CONCRETE COMPLYING WITH ASTM C94.COMPRESSIVE STRENGTHS TO BE A MN. SHALL CONGER WITM AIL BE DETER MD f12pM THESE DRAWINGS.IF ANY REOUREO OIMEMIWS AAE uKH AEA ALL CONTENT WC-ON THIS DRAWING SET(INCLUDING,BUT NOT OF 3000 PSI AT 28 DAYS.PROVIDE CERTIFICATIONS TO OWNER. MT ADIDTED.DO NOT PROCEED WITHOUT REQUESTING IN VRITDO FROM ARCHITECT. B.X,: STTI-AT GIGS WTHD)i.-LIFE ARE THOSE NtHS rxl C-IUGIT-.1 J}Sr:AaO-VIIS LIMITED TO.DESIGN INTENT.DRAWINGS.RENDERINGS,GRAPHICS AN D A. TENPERANRE IS TO BE A MIN.OF 45 DEGREES F.FOR THE DAY U AND FOR FIVE DAYS AFTER FUR OR 9. LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL REPETITIVE FEATURES NOT COMPLETELY B MT MOPE IHLN 11 OFNE CF.hEF£TERM ALA NOT TWD TR MOPE AO' 1 TRBSES Wtr.WEB TEXT)IS THE iRDPERtt OF MATTME a-AACHHTECT AM AS SUBMIT PANS FOR PROTECTING CONCRETE. DESCRIBED ANDJUE DETAILED SHAD.BE CONSTRUCTED IN ACCORDANCE WITH CORRESPONDING tRF0AAi1d5 CA.A&E Gf YSrmSATI:G AN APS'KC F_CTA'CtE:t PmES N'1{IGMT BYY^DIES PJ SUCH IS PROTECTED BY US AM INTERNATIONAL COPYRIGHT AND 5. PROVIDE FENPCACEMENT OF TYPES SHOWN ON THE DRAWINGS:Nm CCWLY WITH ISR16B.GRADE L0. TEATUES THAT ARE COMPLETELY DESCRIBED W DETALED. -,L W GREATA a?'.r'D£F-a 0'TF TR.Rc3.1M=3:NIE L1:l:EEO NTT Bf SeXc9 fD:CT OTHER QN-C-PROPERTY LAWS. UNLESS OTHERWISE INDICATED. D.AL COMITPJNS LAYOUTS.ETC.LABELED AS TYPCAL'OLRATE THE WORK TO BE EXECUTED FDA ALL Ch3iB.:_'r Xii`H A;cY.M_rE L'HU PiCL'iN W:'S 6. CONSCLIOATE CONCRETE N ACCORDANCE PATH ACI M. SIMILAR COMITONS. C K•YIU.A STIR TTc45 Sii_M.A,�VAID'M i+e[FAb�T DO, RfD LYE LO:J Ca d:AapJA ANY UNJW TNORISED REPRODUCTION OR COALING OF THE OEL TO P1FEnl�AIFO ION k:ELM'+?.�24 F--A C:t SPIJ�v S XMtIErtR FRENCH hE 45:�4 IMAGES FEATLWED IN THIS DRAWING SET AND DELONGw4 TO I. PROVIDE CONCRETE THAT IS SOLC AND FREE FROM HONEYCOMB A- OTHER DEFECTS. A. THE WOL-R ROGRESSES.9 WONT TO THERE IS PLACE AM RETAIL IT THE AM FLTRE- AS S-i- MATIHEW BUSCH IN HAY RESULT N LEGAL ACTIM. B. RICE CONCRETE SUBS ON SELL MRrER A TO 95%MIN.WITH A' AS MU H A PO SIBLE.EXCES CUTS THE WORK PAWRc35E5.45 LONG AS THERE IS M INTERFERENCE WITH THE WORK OF TE O.SEE S-1 CY+CPA'I-LOAD A:.v a TO DTEO:6i el tvY EO.vT I.Ct<;-!E TO, WITH CONCRETE.LMUM OF MATTER NAND AY0H0 SEGREGATION 45 MUCH AS POSSIBLE.FOOTINGS CONTRACTORS. E.15E SYTCW P50x.1 FCR CECKS-'-a i T TO T TEWD3 W:1S PRCNITECT OC RECORD: $HALL HAVE 4 MNMIAI Cf 3'-0'[OVER. R.ALL OMENS OM ARE ACTUAL EXCEPT DIMENSIONS OF CONCRETE MASONRY.PAID UNITS AM DRYWALL G OJT IN FR.I.CCMaCv,A r"L THOff TROUT ME NAmAUl].BASBTERA AND PANE F4LSS,TO G' MATTLICE SE NO. 42983 9. RACE FOOTINGS ON UNDISTURBED.VIRGIN SOIL TO A MINIMUM DEPTH OF S-BELOW ADJACENT PARTITIONS WHICH ARE.MINAL. F 2SGEE0 i0WTMSiANT.AHORSO:vtY1(A^MJEil Y0A11AL LGWU°AFWM04 AJ AWA60!AL TOISOU# NT$UCEN.E N0.04208! GRADE. L`.CONTRACTOR SHALL FURNISH AND INSTALL ANGLES,$TINS.BRACKETS.TOGGLES.EYE BOLTS AND All rtm.h_S ICAO TILED Rai 2E LSSAEil TO AC CU:CIR(EviLY W i+GY(OT�t u�f LOk^f£[uKD';M. IT IS A nOLATON OF THE LAW FOR ANY PERSON,waE55 ACTING ACCESSOTUES fMECWiEO TO PNOPERLLY SEEING fiRACE 4MIW TREINFONCE ALL FIW6HEB.FRAMES, G UNLW.•3Ry'LE-TTICS W TN c%T_S C-E AE TN.Z WHERE TE CLW r I ,BEMt C.IS HS LEER THE DIRECTION HE A LICENSED ARCHITECT,TO SS AC ANY MOM EOXPMENT.ETC. RLT<oc 19 At INCHES Oi:�aTF.OR YAIEa_'T APE M I-/WHAT T9.T3S WTH ASB W MASONRY UYITB EHA.J.BE EXTERIOR GRADE CONCRETE UMTB-XOLLWY LWm PFAWNG TO MEET ASTM- L'.All MATEgULB.ETUP.NEt1T AM COSTPOTICN SHALL COIffORM TO THE REWREHENTS OF Al _.JRATUS CAaA&E G MC �GTIL IY ASS_ SS_O JCtiA4�:i P."J£S a:F£;:.HI2r tt V:(lE3 w - wGS.SK<HFlDTWS.OR REPoRTS i0 WHICH SEAL OF AN 1 .CA 9RE4TE2 A'Ii�J ix#P.vE x TE TRJ3ES F<_LR£LOY^x'cFD QiY 2E LP.CIED iO TP?E ARCW TEC1 HAS BEEN OPENED N ANY WAY.IF AJ ITEM BFARNG THE C M,SEET FLWB.LEVEL AND TRIP_N MORTAR BED ON BOTH FACE SHELLS AND WEBS WITH TOOLED APLM_A5LE CCO3,AM AELUgEY8JT5 CF ALL GOVENUM AM F1NAJ ATCRY A THOMES HAVING SEAL OF AN IRCHJTECT IS ALTERED.THE LLTEAlW ARCHITECT JOINTS DO NOT LAY IN Fw=FZPE WEATHER.OR WHEN MST IS EXPECTED FORA6IYJUES.LAY W JLWISDICTION. PgETHCS Cf'4E ASSTS Ci T455 TOM CNpSS T.!Ea ALL C,Tx cpLO,S CFFn.33.'F£t£T,PF. SIHA.L-G,TO HIS REM _ THE TATION'ALTEXED RLRMIM am. B.AL WALLS AJCIW PARTITIONS SMALL EXTEND FROM FLOOR TO UNDERSIDE OF CONSTRUCTION am. NF'p_-RI��M�tibS ff i_J:5:5 d rP.FS WY,ib1 CIiFDS SrJaL BE C' +E+Fd I U CMi Er FOLLOWED BY �. TE OF SUCH SDED C0.`E_L�NTLEL GD CFNMTLi.!HJJI:PhilPPNS -FOGr.: - 2. MORTAR TO MEET ASTM{2T0 FOR TTFE M WITH SALT FREE SAND Alm CEMENT. LME55 OTHERWISE NOTED. i THE ATTIC ARE.IS.CTESSEO MACH A.'LYE:YNG MT LESS Tit.;ED 1-$11 W,DTI SY]C N' V w ALTERATION,AND .I HE ALTERATI W. 16.PARTITIONS SMALL BE CONTINUOUS SURROUNDING BULT-N EBUPMENT.FURNISH NECESSARY ANGLES. :fNOTH TiAT IS LGDIEO W EIE rM.B CLEAP IE10MT W i£STTK W rDT L955 TNIIv lD IMCr3. �O=G +�• WOOD AND PLASTICS WOOERS.ETC.,TO COMPLETE INSTALLATION: :rL BICP"c5 tf TE JC1515 W M..�WTrtlM CHORDS A+MT GIEATER TPA.'E a'CM_S VERr;O"T011 I. ALL WOOD OWING IN CONTACT WITH MASONRY OR SMALL BE PRESSURE TREATED. 17.CONTRACTOR SHALL INSTALL ALL CEILING.AM WALL ACCESS ODORS 51ECIFED AM AS AEOUTAED FOR A UUTS NL 1ANTA. ALL WOOD FRAMING MEMBERS USED IN EXTERIOR APPCATIONS SHALL RE PRESSUf£1fE4TEp. MECWNCAL TRADES, I REs'U.TED:r51tiDCN CEPT:.=LESS iMAJ IrE JOIST.OR.IR!'4-1.WCFD YBMEEc'rEPLM_ 3. Au FRAHN'G T`BER AM OMErbtCNAL LUMBER SMALL EE DWGLAS FR OR HEM FIR.NO.1 WADE UM N,THE PLUNBDL AM ELECTRICAL WORK SHOWN ON THE AR[XIIECTURAL DRAWINGS ARE TO BE H T,F:tTRiJSNAl EE =n ct7+ P-�I:Y VTY F-CTCR OF L.Y`E N t BETTER. COBIDERED SCHEMATIC ONLY AM ASE TO MOCATE THE FNCTHC W L USE OF THE SPACES. - THE-0'-v RA:, ALL 60.T5.CUPS.AM OURS TO BE NOT GIPPED GALYAWZFD. q.AL NEW PPING CM EIECTRDL CUID{PT$PULL BE CONCEALED WITHIN PARTITIONS AM CEILING TO THE LW Pt T£N+F_1-TS.TN ESE Lr-.rc SMIAL PE UT'_AwiO-EF9 XT ORE 5. ALL WORK TO BE FORM®,LEVEL.TRUE.AM RULE. WHEN INSTALLED WITHIN HABITABLE OCCLFABLE SPACES AIaT�'Iv.A'DIC:LKt:;EAS-uMJ:gi TO ttCW WIH AtS CDEi UYE LRJ. 6. FPANMG COMPONENTS AND WOOD STRUCTURAL PANEL SHEATHING AND SMALL BE FASTENED N 21 WHERE FtZE-RATED PARTITIONS ARE SCHEDULED.CONTRACTOR SMALL PROVIDE TYPE X GYPSUM WALL -L}-LOAD 0429R3 ,IOC ACCORDANCE WITH TABLES R6112.3L1)THROUGH RW2.3(1,OF THE 2OZO RESIDENTIAL CODE OF NII. BOARD. TIE-SNAIL 0E DES IN:D-TE U:=LOAD LMi:DTD N T-E RDDLA CR THE Sv."N LOAD 1-I D IN I. CONNECTIONS FDA GELLING JOISTS AND RAFTERS SMALL BE FASTENED IN ACCORDANCE WITH THE 21.ALL CONCRETE BASES FOR MECMAWCAL AND ELECTRICAL EQUIPMENT.WHERE REQUIRED 6Y EWIPHENT TL'.E AS-f< -CSC-B 1-1 �OF NE� FASTENING SCHEDULES PROVIDED N THESE CONSTRUCTION DOCUMENTS. MANUFACTURERS,SMALL BE FURNISHED AND COORDINATED BY CONTRACTOR THE EXACT SIZE.HEIGHT, 6. PROW OE TIEDOWNS AM STRAPPING AT ROOF RAFTERS AM ELSEWHERE AS IMIUTED ON RAM, LOCATION AM STRENGTH SHALL BE OBTAINED FROM THE CONTRACTORS APPROVED SOUP DRAWINGS r.m=-"A 9. PROVIDE FRAMING AHOMSRS I MANGERS APPROPRIATELY SIZED AND FASTENED PER MANUFACTURER FDA AND VERIFIED BY THE ARCHITECT. !':HUT RDA L c tCi S W--Su E FONT CF HCF!i.CNTAL ROfiCN. AIL FLUSH CONNECTIONS. 10.NOTCHING OR BORING OF JOISTS AND RATERS SHALL COFCAN TO THE REOUDEM BITS OF THE WFCM -ELCiE TRBOYARY 1-1 AFFA IN SOLWEWT FOP.An STRGIP. MEMIicR CONSULTANTS: CA PER THE MANUFACTURERS RECALRUENTS FOR ENGINEERED LUMBER. C ID Y tb CtER 6% RENOVATION NOTES tWRff LSST N , M N THERMAL AM noI5113RE PROTECTION :P+J£5 FEEL FYJT GOT 1. IN ALL PE,A N WALLS FLOORS AND RDERISH LIL BE COMPRISINGLED OR OF THE THE WA THERMAL ELSE 4 CX]Ei FE4 FD'uT rt]B TO ENVELOPE.A OF THE INSUL T RETARDER SHALL BE INSTALLED OR BE MTEGWL ON THE WARM-IN- I. WHERE NEYI CONSTRUCTION MATCH 15 TO[LOSE AN OPENING NOR IS SH EXTENSION A AN EXISTING WALL W LBA SHAM 12 WCY.MS MLR fTAi?I�B! i WINTER ION OF THE INSLAVE!A FI PARTITION,IT SHAH MATCH MATCH I CONSTRUCTION AM FINISHED FACES SHELL BE TYPICALLY RUSH 2. INSULATION"a NOT NAVE 4 TER THAN INDEX R MT GREATER THAN RS WITH AFTISPOKE, UNLESS(U.O.YlISE NOTED.MATCH FIRE PAYING 6 EXISTING CONSTRUCTION UNLESS OTHERWISE A6c O I:}ES rTR FOOT MID O DEVELOPED ULEX OF NOT GfEAIFA TWIN 460 IN ACCORDANCE WITH SECTION RS02.A.1 O THE 2020 ANTED.N.T.N.) AD OFF-SLR RESIDEMOT SM CL CUCE L MS. 3. WMA EAISTwG PARTITION ARE O A TENONED AND DISH O MT EXISTINGAM PARTITIONS SOT.MIL TO J. ACCF DACE S H S T1 4E0A FIBERGLASS AS SELECTED BY COIDE F 6E RSTALIID N OUT KEY' PATCH NGS W EXISTING CO PARTITION AO REIN E TO MATCH AOTALLA I CONSTRUCT.WERIUL FLASM L:.OWITHSECTIONPS AND WLLSI AT ROOF CWEPNS. 3. CUTORWOPENv1ASINES. OVIDE CONSTRUCTION W,ffgCNSTRUCOON TOM NDEAILEDO LP NEYYCOOR R4`:2R"ELECTO'I..+,.u..uw...:.>.....,, L. FLA_AH ALL OEELlwGS IN ROMPS AM E%TERIW N'ALL$AT ROOF VALETS.CNIIwEF AND ALL ROOFI AM/W WINDOW ASSEMBLES.PROVIDE SURR01P✓d.VG CONSTRUCTION AS p'cT41LE0 W TO MATCH -P. UL;LLCTSM:OF A'!STR£rtFY Mt Z"ti l¢f.8t TJE LIVE UW LS'rcO N Srf::3 a P].LS AL WALL MTERSE[ilONS. RUSTING- R~m.b ce D-:Nm LCAOS CETER'M'1`:D EY SR-'-HMH.215!•-;L,-I-cC T£-'-s IN TAA2'I-. S. D1AEt ALL DPENIMS AND JOINTS RI EXTEROR WALLS.COLOR AS SELECTED BY OWNER. " MEW SPACES) HATS WITHOUT A FINISH SCHEDULE DESIGNATION SHALL BE FINISHED TO MATCH THE - REINFOS)THAT THEY ARE IN. CAPE UAE REINFORCE EXISTING PARTITION AS ROOSTED TO INSTALL NEW CASEWORK.PATCH PARTITION TO ONABLE IEPECTIM O S:NICTIRA ME-1 MATCH EXISTING NO PREPARE IM WAIOS SC RECEIVE NEW AS S TMAG FED. 0. PATCH ALL OPENINGS IN CESi�DUALS SCHEDULED TOMAINTAIN REMAIN R_YLT GR FILM EXISTING DEMOLITION WORK STP.00LIR:1 MFJMSER "LtAABLE vPLCTL9N OF OTER TRADES AS NECESSARY SARS'TO CLOSE OPENING AND MAMAN INTEGRITY OF EXISTING W SCHEDULEDPOS AS RATEDED TO NGVIDF P.`.-IEVS!vY_RK$CTTCaE412'fL•:NEW:TA LY] 1. WALL{YORK,MB fEgAFEO TO PRWDE FINSH FLOW ELIAX AM LEVEL WITH ADJOINING FLVISII AaSKD tCLDD CT AiiACrED:C RF.Fti i SURFACES.REMOVE ALL LAYERS OF EXISTING FLOWING AND ADHESIVE DDYN TO CMCRETE OR WOOD wiE WLtS AW FA1tI- HII}0 SUBSTRATE.LEVEL EXETNS SUBSTRATE WITH CEMENTITIO S FALL CA WONT SLEEPERS TO PAOWDE A SUBSTAAIE TO FECENE SCHEDULED FINISH N ACCGROANCE WITH SPECIFICATION AM FINISH FLtUd U]A0 MANUFACTURERS'RECLOEEENTS. 6. CONTRACTOR SHALL E REPAIR AND RESTORE ANY DAMAGED FIREPROOFING TO ACHIEVE REQUIRED RATING. CEILA,S NTH.'TTE FUR n I.-P.AM 9. IF FLOOR SURFACE N EXISTING TOILET ROCKS BEING DEMOLISHED IS HIGHER THAN AMINNNG FlNISK AM SRCu^] REMOVE TILE AM SE TING AND FINOM SUBSTRATE ACCEPTABLE TO INSTALLER OR ---'- 4T ANY WALL WITH TILE,WNETE WALL XENAMS,DO ALL WORK REOARED(REMNE TINE 6IOR GRASS N'(^.R FLEAMJLf FIT=5 MIICLLLT+,::?>M 11- FESURFACE'XI GAS 1 TO ACHIEVE THE FINAL WALL CONFIGURATION ACCEPTABLE TO NSTALER OF RC-TV FAL�_N FINISHES. SIRS'rEt?EIS Ur•D E%TF Cy-I.F.Y?I.C:b`W!iH RASTER OR NxJS) Sl-FiRSIH 1 FATF'OR O"LS-11Pm LCADS'1VT1 OMER SNQI`B IV- 'PATES I PEV: DESCRIPTION: BT: GATE: EXTPOi Y!"LSW}MD LL' WIG-XI-FIN'SFESi m�Iz.2 IssUEOFW PLAN zo:I.os.IO Lw^.E'S S.RGT1.NI. 1VC.1 XI.IS i 'JEST ISSUED FOR REVIEW Ma 202LOA.30 STAND: 3 r6lEP07GAO'TEfcTEFIi'I:TH CLNDD:a CaU)O OBTAINED BEr£F.mr?DrQse Construction Document lA1 t50]TM'_STHECDYitixi IPTKEN.Ti4nTlOASTHOR I T•"Ar;N.zn. W-CAHT"i MMEERS L D Yt i r:dEx es TYKE 1Y.E LNGTH a M:[I1TlEFLC C.FCR .NO TM GIFJC.i HENBERS CF,PAELS LGEO M R:CFS W WAls C<SUAY:Y.AD�TQ..?.T,. OWMR: cures.Mr sDwP.r.NS EAE Ci"""W SANJmD+--S.THE TOT"'APO ceFHEnICN 9ULL`0' Nick Johnson c.ra0 vA.FOR CONTRAVS"HP"AY STALCTIRAL'YE5EAS SLPP(R-EOGE CP C-G.T£Ta1.1'-L- pELEcr.NDaLLNDTEACEED-FWEL"H'LASSLITCA-FORTEEST..-1G:1H_YLP.EA sharkandwhale425@gmail.Com WNaE,_sNxr£S vEr;..FOR:sk^I FAzuIFSw-CA-ELL•RGay.Ax ThisW aAh C-T:E TOR"L^..:DL6EMM A:L:+UT-- SS: G_C-FO IATUM A:Rn-;M NURM GYPsn ec:n FrJrnH SHu r ORAM Ta AN uDWraE 4256ay Ave. E TFfa IO SECiIYR RiR3.At. ROIL!MJM-SITES East Marion,NY FOR TIME-175 6 THIS CORE CIK'SCN3 Ci LUEEF 5'10 SMALL FL O:EIED TO EE M>!INLL DIMENSIFG TITLE: VEF:S-'Kal-T=_C As:.:Tau DmE ORS, GENERAL NOTES AND SPECIFICATIONS SCALE: DATE: DRAWN: DECKED: Ir. - -- PROJECT NO: GRANNY,MIN: iEVHLUJ: 2A D N A-2 LQNL'O PROJECT NAME: Deck&Screen Porch N ARCHITECT: Matthew Busch M —ARCH T- 11 NA - _ I - I ., IN N 3' 1, A 2615 Union Blvd,Islip,NY,11751 516.429.1122 ry mb@mbarchitect.us IS N www.mbarchitect.us L ALL CONTENT KLWED ON THIS DIMING SET(1-11A.NOT LIMITED TO.OMON WETT. RENCTRINGS.ANO ERE TEXT)IS THE PROPERTY OF TECT AND AS SUDH 11 PROTECTED 111—INTERNATI 11T ANC OTHER WT—TILIAL MOFERTY— ANY IJNALIT ORISEO REPRODUCTION OR COPYING OF THE DE CH OR IMAGES FEATURED IN THIS DRAWING SET AND TELONIGNIG TO HATTPEW1 ARCHITECT My RIN LEGAL ACTION. NYB LICENSE NO.-AS IT 15 A VIOLATION OF THE HAW FOR ANY PENSCN.ACTING UNDER THE DIRECTICN OF A LICENSED ARCHITECT,TO ALTER ANY GS TECT 4110E1EnN`I`E0.0=RW ATS TO—SEAL OF AN YIF AN ITISH GEMNG THE OF AN AFFM TO TCTCET IS ALTEREO.THET HL TE-RTNTG[NH TECT By-FOLO FOLLOWED TE.1 A.. ALTERATION HE ALTERAT"CIN. -A SIT -4295- 71, OFN C.N_TS: 701 7 0c, *A IN ID Y 90 0 REQUIRED SIDE YARD SETBACK PROVIDED:24.2'COMPLIES 'GE 7. 0 0 PROPOSED SCREEN/� ORCH AT EXISTING REAR DECK(392 SF) i qu,\ • -7 " I I a 1-- 0 A- 1�11 ILA 0'. REV: j.ESCR11T: CATE: By; 10 FOR FILING MG Al SS.D FOR1C. ME STATUS: PV Construction Document X zv� OANER; Nick J0 hnson sharkanWha1e425@gmai1.cam IIPV ADDRESS: 425 Bay Ave. East Marion,NY T ARCHITECTURAL SITE PLAN INF111111`111 S111"HEREIN � BASED ON SURVEY PROVIDED BY DATE: JOHN C EHLERS LAND AS— —.1 SMEYING.DATED 0511012001. PROJECT NO; CG NO —ON: PROPOSED ARCHITECTURAL SITE PLAN SCALE: =301-0" A-3 • PROJECT NAME: CONSTRUCTION LEGEND Deck 8 Screen Porch DOOR TYPE �z\/ _EE SCHEDULE NEW CONSTRUCTION ARCHITECT. 2� WINDOW TYPE Matthew Busch SEE SCHEDULE —ARCH ITECT-- --------------- 'NEW CONC.FOUNDATION WALL 4ND FOOTING 2615 Union Blvd,Islip,NY,11751 ------ -- - -- 516.429.1122 -- - =CONSTRUCTIONABOVE/BELOW mb@mbarchitect.us =EXISTING CONSTRUCTION TO REMAIN - WWW.mbaTChlteCt.US EXISTING CONSTRUCTION TO BE DEMOLISHED ALL CONTENT INCLI.SED ON THIS CAWING SET ONCI-UOING,BUT NDT LIMITED TO.DESIGN INTENT.DRAWINGS,REN'DERNGG,GRAPHICS AND TEXT)IS TILL:FPOPERTY OF MATTNEW BUSCH ARCHITECT AND AS SIFM IS PROTECTED BY US AND INTERNATIONAL COPYFIGHT AND =FRAMING-JOIST(TYPICAL SPAN) OTHER wTEU ECTUAL PROMI RTY LAWS. =FRAMING-JOIST(INDIVIDUAL) D D ANY AOTIFEATU O REPRODUCTION OR COPYING OF N DESIGN OR -G FEATURED OI THISHITE DRAWING SET AND BELONGING TO TTMEW BLISCx ARCHITECT MAY RESULT M LEGAL ACTION. ———————=FRAMING-BEAM/HEADER7GIRDER ! _____ • --__ ARcx TEcr OF ES BUSREGORC HEW CXANO. BU3CH NEW 2x10 LEDGER NEW 2%10 LEDGER ilxs LICENCE NO.0429e3 IS=(2)2XL POST DE a(3)2X4 POST IT E A VIOL AT ON OF THE LAW FOR ANY PERSON,UNLESS ACTING TINDER THE DIRECT ON OF A LICENSED ARCHITECT,TO ALTER ANY TAINLESS STEEL NEW WOOD BURNING STOVE.NEW S DRAWINGS.SPECIFICATIONS.OR REPORTS TO WHICH SEAL OF AN O=STEEL POST LINER IN EX.CHOMN=_Y I fi'. 'I'-6•' EXHAUST THROUGH EXISTING. ARCHITECT HAs BEEN APPLIED IN ANY WAY.IF AN ITEM sEARING THE SEAL OF AN ARCH TECT:S ALTEREO,THE Q TER:MG ANGHITECT CHIMNEY.PROVIDE NON SMALL AFFI%TDHIS!TEM '- THE IT •ALTERED COBUSTIBLE FLOOR BELOW BY FIXA.OWED ev TE OF- ASH PER MANUFACTURERS ALTERATION,AND .I r HE ALTERATION. REOUIREMENTS a 6�yi O �FiA 2 H o 3 �•ram A O.l A-6 SCREEN PORCH / 3 392 SF LEUSTINc WDDD i DECK 3 .9 042983 �� i I W SCREEN TFOF tN4 EXISTING RAIL DOORS TYP TO REMAIN wo -. CONSULTLNTS: NEW(2)UIO PROPOSED 6X6 POST WITH 6-611L' 6`61W 6'fi I7L' PVC WRAP(TYP.OF 5) 27'10' LINE OF ROOF PROPOSED SCREEN ABOVE ' E11L11URE E%]STING STAIR TO REMAIN A-6 PROPOSED FLOOR PLAN 1 SCALE: 1/4"=1'-0" I 1 1 A-7 E% %10 LEDGER TO REM45N (2)7XR0(VIP) �- --� REY: DEGCRIPTIOu: DATE: I - ISSUED FOR FILING SO:A.OS.IO ISSUED fOR REVIEW MB 303 OA.30 EXISTING DECK y A-6 srnTus: ABOVE TO REMAIN Construction Document .EXISTING FOOTINGS OWxER: TO REMAIN,TO BE Nick Johnson VERIFIED IN FIELD sharkandwhale425@gmail.com I I I I . I 1 Ex(z)zxlo(_VIF) I - I i 425 Bay Ave. o------ —'--- X(2) ------ ----- �: IB' IA. I8•DIA. 18'DI Ie•D IB• ` East Marion,NY TITLE: .R. PROPOSED PLAN @ SCREEN PORCH 7 6X6 POST•SET ON 6-6 3/fi 6'-6 318' ABU POST BASE AND ' SONOTUBE 900TING. 27'-10' AS�IALmTa GATE: s c.os.I DRAWN: cHEaED: TYP. 2 PROPOSED FOUNDATION PLAN PROJECT" °RAW'"`"°: A-4�IBIGN: PBOJE III, SCALE: 1/4"=1'-0" CONSTRUCTION LEGEND PRO EGT HAMS: Deck& Screen Porch • z DOOR TYPE SEE SCHEDULE =NEW CONSTRUCTION ARa)reCro z DL EXISTINGMatthew Busch WINDOW TYPE SEE SCHEDULE DWELLIN TO REMA N —A R C H I T E C T— -------------- 'NEW CONC.FOUNDATION WALL AM FOOTING 2615 Union Blvd,Islip,NY,11751 I 516.429.1 122 --------- =CONSTRUCTION ABOVE/BELOW Aa mb@mbarchitect.us =EXISTING CONSTRUCTION TO REMAIN www.mbarchltect.us EXISTING CONSTRUCTION TO BE DEMOLISHED 4L CONTENT—XIED ON THIS DRAwwO SET(wCLLO"G.BUT NOT LIMITED TO,DESIGN WTENT.DRAWINGS,RENDERINGS,GRAPHICS AND TEXT)IS THE PROPERTY OF MATTHEW BLOCK ARCHITECT AND AS =FRAMING-JOIST(TYPICAL SPAN) SUCH IS PROOTHERIINTELLECu4�PROOMRTOr AL�PYPIGHT AND ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR =FRAMING-JOIST(INDIVIDUAL) IMAGES EATIJRE0 IN THIS W MATTHEWE—H ARCHITECT MAY RESULT IN LEGAL ACTION —-—-—-—=FRAMING-BEAM7HEADER/GIRDER - - — -— — eN G LICE cHeMO.l ll'. 'NEW 2X10 L OGER NEW,2XI2 LEDGER \ ' Nrs LICE uD DG2asA m-(2)2X4 POST ®_(3)2X4 POST IT IS I TMa-Ar ON OF THE—FOR ANY Pa1SON.UNLESS ACTING '- UNDEF E DIRECTION OF A LICE ISO ARCHITECT.TO ALTER ANY SPECIFICATIONS,OR REPORTS TO WHICH BAL OF AN _ COH TECT HAS PEEN APPLIED N WAY F ITEMEAR NG THE O=STEEL POST I / 4 f - - ,\ _�"I R I I A SEAL OF IX OxI ITEM S ALTERED THE 4T_NL ARCHITECT T (. SHALL AFFIX TO HIS REM - "TATIO A— TE FGKH ALTETON'EG Ev ALTPRATIDN. LOW SLOPE ROOF nA S .tr I 7 ( I FOFNE`� CONSULTANTS: L - --- -- --------- ---- --- -t 27'ID' 29'-10' I A-6 PROPOSED ROOF PLAN SCALE: 1/4"=V-O" DESCRIPTION: GATE: IS$ED FOR FILING MB 20.'<.OS.IO ISSED FOR REVIEW MS STATUS: Construction Document NiIR ck Johnson sharkandwhale425@gmail.com ADm.: 425 Bay Ave. East Marion,NY TITLE: PROPOSED ROOF PLAN SCALE: DATE: WN. CHECKED: OS Nu-Alm 2-1 PROJECT NO: WING NO. RE1'ISION: 2A�°' A-5 ' • � PROJECT NAME: Deck & Screen Porch q TO BE SET MIN 24' ABOVE EXISTING RIDGE ARCHITECT: Matthew Busch j EXISTING EXTERIOR WALL A —A R C H I T E C T—AND WINDOWS TO REMAIN 2615 Union Blvd,Islip,NY,11751 A EXISTING AC 516.429.1122 H SLEEVE TO BE \ REMovEO mb@mbarchitect.us www.mbarchitect.us 12 A CONTENT WCLLOEO ON THIS GRAIA NG SET(NCLUOING.BUT NOT 5 - L TED TO.DESIGN MEIYT.DRAWDR:s REHTEF NGS.GRAPHICS MG LOW SLOPE ROOF' L J C1 �\ a T)I rTMEDTEF'%rFE er OF I i IMT.M MSC ITECCli�aw _ MEMBRANE oTOR I—ITUAL PRaiFarY uws T.O.BEAM n ANY UNAl1TNOR15ED REPRODUCTION OR COPIWG OF THE DELIGN OR EL B'-9�N2' MATES FEATURED IN THIS DPAN'ING SET AND BELONG WG TO HATTHEw PUSCH ARCHTECT HAY MSULT Ix IEGAL ACTINN. .` HATTHEWCCHARLf5 8UXx !` � NY3 LICENSE N0.042983 \ — IT IS A VIOLATION OF THE UTN FOR ANY PERSON.UNLESS ACTING PROPOSED BEEN i UNDER THE D RECT ON OF A L CENGED ARCHITECT.TO ALTER ANY \.'• PORCH \ xCRAVANCS•SPEC F CATIONS•OR REPCRT5 TO WHICH SEAL OF AN t.., `+{ ARCHITECT HAS BEEN APPL ED WAY IF AN Tp1 SEARING THE A SEAL OF AN ARCHITECT S ALTERED•THE ALTER NG ARCHITECT SHALL AFFIX TO HIS ITEM _ THE TATI-•ALTERFp --':. y\\ •\\ \ OF eLiERAT10N.AAFNo EY REEALTERAT"oN. LIT F_LR^ v EL 0'-O' GRADE EL(VARIES) OS2983 y0� REAR ELEVATION FCF NEB 1 SCALE: 1/_=1'-0' CONsuTANTS: i • I I I LOW SLOPE ROOF OOF MEMBRANE MEMBRANE 12 ��=�LOWSLLOIER MEMBRANE L DESCRIPtION: BY: DATE: .'DEL BEAM = � EL.B'-9 I/2' - ISSUED FOR TILING HISE0:<.O3.I0 ti f '�� - ISSUED FOp pEVIEW HB 2034.04.30 '/\l\� _� - ' `•..� K\\\` STATUS: 4 Construction Document PROPOSED SCREEN \ i - PROPOSED SCREEN bNfffR: PORCH PORCH Nick Johnson \\ m sharkandVVha1e425@gmai1.ccm _ EXISTING RAIL TO REMAIN. MOOIFT As REGUIRED 425 Bay Ave. East Marion,NY 15� TIT E: — I y jyI EL o'-D• PROPOSED ELEVATIONS t I• 'i I — GRADE EL(VARIES) SCALE: DATE: PRAWN: CNEUEP. AA ISI1..1 ASIDE ELEVATION (RIGHT) ASIDE ELEVATION (LEFT) pTND' e 90 `t SCALE: 1/4"=1'-0' L SCALE: 1/4'=1'-0' A-6 PROJECT NAME: j 1 Deck& Screen Porch NEW FLASHINGING.TIE INTO EXISTING WRB y �`•� TOO ORLOW SLOPE MEMBRANE t ROOFING INSTALLED INSTALLED PER MANUFACTURER SPECIFICATIONSVr COX DECKING ' I 12 O2 (5)5'SWSSCR Matt hew usch --_ (5)S'SDWS SCREW @EACH POST-BEAM 3 r SIMPSON H2.5 0 EACH RAFTER —ACT— ",+ s °" ALUM.GUTTER 2615Y,11751 T.o.BEAM s yy "EL.e•-9 yr SIMPSON Lus JOIST HANGER 4 usXI2 LEDGER-PER PLAN IC FASCIA AND SOFFITs r SIMPSON LU JOIST HAN5, %' X-i • ' (2)2XIO HEADER ALL CONTENT NCLLDED ON THIS DRAWING GET(NCUJOING.RUT NOT 2XI0 LEDGER PER I PER PLAN L M TED TO.DESIGN INTENT.DRAWINGS.RENDER NGS.GRAPHICS AND PLAN TEXT)IS THE FROPERTY OF MATTHEW BUSCH ARCH TECT AND AS I: ! VENTED PORCH SUCH IS PROTECTED BY IS AND NTETd1ATIGNAL COPYRIGHT AND SOFFIT OTHER INTELLECTUAL PPE RORTY LAwG. ANY U4AUTNORiSED REPROOUCT ON OR COPYING OF THE DESIGN OR I 1 „MA EG FEATURED N THIS DRAW NG GET AND BELONGING TO I'• f A THEW BIRCH ARCHITECT MAT RESULT 11 LEGAL ACTION. AREN—CT K RECORD:I MATTMEW CIARLIE S BVGCH SCREEN NYS LICENSE NO.04298A ENCLOSURE IT G A VIOLATION OF TrE LAW FOR ANY PERSON UNLESS ACTING "G' S UNDER THE DIRECT ON OF A LICENSED ARCHITECT.TO ALTER ANY CRAWINGS.SPECIFICAT ONS.OR REPORTS TO WH CH GEAL CF AN 4RCHHTECT HAS BEEN APPLIED AY IF AN TEl1 SEARING THE (2)2X8 RAIL OF AN ARU!TECi S 4'EREC THE ALTER NG MCIOTECT SIWLL AFFIX i01+15 REM '- iATION HE EE0 '- OLLOYIE0 BY ATE OF SUCH EXISTING DECKING eLTERAT ON..ND` • HE ALTERATION. TO REMAIN IT = t _^• .i I . i Is0 TFLR 9p 0�298��3 D. �F 14 EL.O'" F EXISTING DECK FRAMING TO REMAIN ), E - coNSIn.TANTs: GRADE EL(VARIES) 1 I SIMPSON ABU i EXISTING FOOTINGS GALVANIZED POST i - TO REMAIN(TYP) BASE.TYP. III j FOOTING PER PLAN ROOF 0.22 X 4'STRONG-DRIVE FRAMING: SONS TIMBER SCREWS.FASTEN , INTO EXISTING STUDS DECK FRAMING NOTES: E HOT OIFPED BO A ROOF LEDGER ALL DE K SECTION THROUGH DECK PER ASTM AI53 OR MECHANICALLY TO BCALLY GALVANIZDPRIZED BO @ r ry r SCALE: 1/2"=1'-0" ASTM 8695,AL LUMBER TO BE PRESSURE TREATED TYP OOUGLAS FIR OR HEM FIR iIi iIi III REV: OEGCRPTION: BT: CANE: LINE OF EX. i I I - STUD.TYP. IssueD FOR PUNS HS —O'.'D S-BD TO RAFTER AND - rssIED FOR REVIEW zoz<.oA.Ao CEILING 0.22'X 4'STRONG-DRIVE 5-BD TO RATE FRAMING: SOWS TIMBER SCREWS STATUG: LEDGER BOARD Construction Document r MAIL ®DECK _-i T• C i Nick k Johnson sharkandwhale425@gmail.com I I I I 4 qR AD—.: T---4-- ---- ---�-----r — o 425 Bay Ave. East Marion,NY 11 1 TITLE: PROPOSED SECTION AND DETAILS SCALE: OATS: DRAWN: GECNED: As Nuu 2021.0G.1 LEDGER DETAILS SIMPSON H2.5A PRO ECT NO: DRAWING NO: RE ISION: 3 SCALE: 1 1/2"=1'-0" A-7 2 SCALE: 3'=1'-0" 7 PROJECT NAME: Deck & Screen Porch Matthew Busch r — ARCH ITECT— OCT q 1 2Q2� 2615 Union Blvd,Islip,NY,11751 516.429.1 122 - mb@mbarchitect.us www.mbarchitect.us I 0 ALL CONTENT WCLUDED ON THIS DRAWING SET(INCLUDING.BUT NOT bl ! �� S�n y..yT.- S IMITED T0.DESIGN INTENT.)RAWtN°5,2NDEPiNGS.GRAPHICS AND L TEXT)IS THE PROPERTY OF WTHEW BUSCH ARCHITECT AND AS PROPOSED DESIGN FOR: T V SUCH IS PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND t��Y�f /�� p�N r F;'F,, OTHER INTELLECTUAL PROPERTY LAWS. V a X. y ANY ONGUTHOPI UR D IN THIS DRAWING IN CET NG OF THE DESIGN OR IMAGES FEATURED IN THIS DRAWING SET AND BELONGING MATTHEw BUSCH ARCHITECT HAY RESULT IN LEGAL ACTION. Deck & Screen Porch ��DFDARIMI CHARLES BUSC NYS HE N0.042903 IT IS A-LATIION OF TIE—FOP PERSON.UNLESS ACTING A LICENSED ARCHITECT.TO ALTER ANY G H SI BEENN APM ED IN REPORTS IF WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED W ANY WAY.IF PH ITEM BEARING TXE SEAL A F AN O HIS ITEM 13 ALTEAE4 THE ALNO—ARCHITECT SHALL AFFIX TO MS ITEM TI@ NOTATIO F U.N PED 425 Bay Ave■ ER FOLLOWED OY HI OF SUCH ALTERATION.AND ALTERATION. East Marion, NY r �r azBB'S FOFNE� SCHEDULE OF DRAWINGS APPLICABLE CODES LOCATION MAP °DNBU TAMTS ALL WORK SHALL COMPLY TO THE RESIDENTIAL CODE 2020 OF NEW YORK STATE(IRC SUBJECT PROPERTY A-0 TITLE SHEET Z020 AS ADOPTED BY NYS)AND CHAPTER II OF THAT CODE.THE NEW YORK STATE A-I NAILING SCHEDULE AND DESIGN CRITERIA ENERGY CONSERVATION CODE 2020 OECC 2018 AS ADOPTED BY NYS),ANY AND ALL East Marion A-2 GENERAL NOTES AND SPECIFICATIONS APPLICABLE LOCAL CODES,AND THE NATIONAL ELECTRIC CODE(LATEST EDITION). ni� ............... A-3 ARCHITECTURAL SITE PLAN STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2020 IRC SECTION R501 - A-L PROPOSED PLAN @ SCREEN PORCH ALL STRUCTURAL WOOD FRAMING SHALL BE DOUGLAS FIR 81 OR BETTER AND HEM FIR 91 A-5 PROPOSED ROOF PLAN OR BETTER. •�fir:,; A-6 PROPOSED ELEVATIONS .-ems - Legend A-7 PROPOSED SECTION AND DETAILS _ 1 Zoning Ea6NYiMT."F DESCRIPTION OF WORK �m PROPOSED SCREENED REAR PORCH(392 SF)WITH ROOF OVER AT EXISTING DECK. t �^iR11 X` -PNdeeeO latla i , HmOGMaOb PEV: DESCRIPTION: GATE: M 1 BUILT MB 202S.OL.00 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA REVISED PLAN TO OWNED MB 2024.09.n ISSEED FOR FILING MB .-OS.IG WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC WINTER ICE BARRIER AIR MEAN - ISSUED FOR REVIEW M. M2.04.30 SNOW LOAD QED(MPHO TOPOGRAPHIC SPECIAL WIND BORNE CAESIGN WEATHERING FROST LINE TERMITE DTEMP REQUIRED NAIAfiflS FREEZINGDERLAY INDEIU TEMP STATUS: EFFECTS WIND REGION DEBRIS ZONE DEPTH Construction Document 20 PSF 130 NO NO NO B SEVERE 3 FEET MODERATE SEE NOTE YES ZONE% 599 51.0 OWNER: TO HEAVY Nick Johnson sharkandwhale425@gmaii.com ADDRESS: 425 Bay Ave. East Marion,NY TITLE. TITLE SHEET SCALE: DATE: AWN. CHECKED: Gi4.05.1 PR—CT N0: DRAWING NO. PEVISON: TL-D4DI A-0 NAILING SCHEDULE AND ATTACHMENT DESIGN CRITERIA Deck& Screen Porch Table 3.1 NalGng Schedule Table 3.4A Sh ar Can aC1n19eq Ilrem nLsTop Plate I-o—I ROD Exposure B TBae AJb Pdgda Teralon Slap Condo Requlrementsfw Exposure B fPmm°ew MemaLw mTade].) pVe,ulgm Allemes.F brads J.$) ARCHITECT: .,..Ai.�rpum.Rm topaz Matthew Busch —ARCH ITECT— ® 2615 Union Blvd,Islip,NY,11751 516.429.1122 mb@mbarchitect.us www.mbarchitect.us u° ALLBTONTENT INCLUDESIGN INTENT. NT THIS DM G,R SET(YOG.G:Na.BUT NOT MIXETD 70.DESIGN INTENT.—NEW 8USCH WGS,ECT M D AND IS THE PROPERTY OF AND I—NEW G1-CO IG ATID AS S:KH IS PROTECT BY US AND MTERMTIONAL COPTPIGHT AND OTNER INTELLECTUAL FROFEATY LAvS. r Im p....ra w Table 3.SA Tap end Be".Plate to sWd I-Bo al CO POCDOns U9A SidoRISED REPRODUCTION OR COPYING or THE OESIcn OR for WvM Leads Exposure B FEATU.RED W THIS DPAWinG SET AND BELONGING i0 IFlevnpew NmmmnsbTWe 1G) MATTHEW BUSCH 4RCHITECT MAY RESULT m LEGAL ACTIM Yme m. ATTHEWCTH ES HU C r LG iLEw C ES BUSCH m rm Ia x.u,ur MFtwul nY54CErvSE NO.OA290] tma,Vetrurm OY A.V�m.am_aemwrama Ru."m m.Naw soemrb.memalMl' IT ISAWOUTIONOF THE LAWFORAYYPERSON.UNLEGSACTWG xn vr�.Pne amI " °" ,y N„ I. UNDER THE DIRECTION OF A LICENSED ARCHITECT.TO ALTER ANY D—INGS.SPECIFICATIONS,OR REPORTS TO WHICH SEAL OF AN MCHITECT NAS BEEN APPLIED IN ANY WAY.IF AN ITEM BEARING THE • SEA.OF AN ARCHITECT IS ALTERED.THE ALT "ARCHITECT SMALL AFFIX TO MS ITEN THE NOTATION-ALTERED m u m."e..w.H r ",w� .w"IWe..e N.edrmr mra raN•r°�A'�" BY'FOLLOWED BY NI EOF SUCH ALTERATION,AND 45 ALTEMTIOn. m. •ne.=e�`Meer_u•".W+nm._..veu"�_,.ra�w,w,..hemn�fNu%m. ��'r�c � Im .m .W.2>rr.NISmr.m.„ ...•m.I.,m"a<...,.,m>"ea..�..m.NmW.m.,.,..a....".A,.m....e.....� .�T a2es3 yD?Y CONSULTANTS: Table 3.9A Rafter/Ceiling Joist Heel Joint CennecWn Requiamenfs Table 3.10 Roof sheathing Attachment Requirements for WBM Exposure B Table 3.11 Wan Sh"Ning and Cladding ACachment EX osure B IRmnIpIMNNmeow mrede aq LOads P Requirements for Wind Leads P m oFm m nmrJPm RO � 'ImFnl Axdrsl°p. spmmtrv.t ..Rw.eN"me..nlrem W"Cuss ss P...I.m, D,mm.am.rAalm, s.le uM"�'e.' ".a• S U. HI s.0 fmRa¢"cl ••°'•^'" mlmee.im4 T.0 r -.rm +°"aWm..wwM`" a�� rmtlrwl uuDESCRIPTION: BY: DATE: mtl pnt ammamn a m mr nRUGea.nen rk mR B o.wm.a CV•mmm"Wt rat<+a•."Aka 4•m aaN.M u N.PdNbma. G DEPT RESPONSE oI HB ueagw eearby". mMa.rca Feetlmm wroMm+INmuemeimeml",Pv�.�m` - IS SUED FOR FILING MB 202J.11.2T "m"A.m.ndNwle.pnmaNa"tmk m�u tlmn Np am�m. m,",mY,ar,owmY�• Rw"Imm•«m<mmm=a°"MImNa.m..amm".I.asnlmm.a�mv...mnN. sl..am.,Iu.N.mlw, I sn I r . I .xm I .w I n/u STATUS: Construction Document Itr�VTeV OWNER: .ry~ � �mm, ^ rm m •• " 115 Nick Johnson AUt. sharkandwhale425@gmail.com r T n ^ u. Ma,am,,.Uam.e. ADDREGS: _ v' 425 Bay Ave. to melmq""nb^nal East Marion,NY mp .,®a uA.e,."a,amm'o.Imw.ImwmmBmem TITLE: °""`°°'°°`"°"""""e"'"`"H "`n NAILING SCHEDULE AND DESIGN CRITERIA SCALE: DATE: VM, CHECAfD: I1•1'0' SDBCASI OJECT NO: DMWING NO: REVIAON: N A-1 TRANUE 'PROJECT SPECIFICATIONS GENERAL NOTES STRUCTURAL DESIGN LOADS PROLE Deck&Screen Porch - I. ALL INFORMATION CONTAINED ON THESE DRAWINGS REGARDING METING FACILITIES IS TAKEN FROM R3gA LEAD fA1O I. EXTENT OF NEW CONCRETE WALKS AND LANDSCAPE AREAS DEPICTED ON PLANS IS DIAGRAMATIC DRAWINGS FURNISHED BY THE OWNER.FIELD OBSERVATIONS.CONTRACTOR IS RECLINED TO CHECK 1W ACTUAL WEIGHS Of HATERUM AND CONE-MON BHML BE USED FOR @THWM00HG DEAD IOW MITI CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING OPTIONS MID FINAL DESIRED LAYOUTS. AND VERIFY ALL INFORMATION IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.HE TINE LOAD CONG-ON F.THE OEM LOSS OF FUMED-GE EDLRWENT. 2. FOM ATIM DESIGN IS BASED ON PRESUMPTIVE BEARING CAPACITY OF TWD(2)TONS PER SQUARE NOTIFY THE ARCHITECT IN WRITING OF ANY DIFFERENCES BETWEEN WHAT IS SHOWN ON THESE RS FOOT.SIMSLRFACE MATERIAL IS PRESUMED TO BE WELL DRAINED SAND AND GRAVEL SHOULD DRAWINGS AND FOMD IN ACTUALITY THAT WILL MATERIALLY AFFECT THE PROJECT AND D ESE THE THE O.S MININNM IAOOELv wSTNBUTED lNE LNV)SHHALL BE W PRWIOD IN TABLE R301.5. pACNITER: CONDITIONS VARY FROM THAT PRESUMED CONTRACTOR IS TO NOTIFY THE ARCHITECT IMMEDIATELY ARCHITECT'S WRITTEN APPROVAL BEFORE PROCEEDING. PRIOR TO PROCEEDING. 2. THE WORK SHOWN ON THIS DRAWING AND ACCOMPANYING SPECIFICATION IS INTENDED TO INCLUDE ALL TABLE R30H.5 3. SHOULD CONDITIONS N.MATE,PROVIDE SHORING ER EXCAVATIONS MA ELSEWHERE AS REWIRED LABOR MID MATERIALS NECESSARY TO[REPLETE THE PROJECT IN ITS ENTIRETY,WHETHER SHOWN. HwAXMI UaFOULY RSTPoBIIIED LINE LOWS ON PIXAM PFR SRIME FONT Matthew Busch PROTECTING WORKMEN.MATERIALS.OTHER PROPERTIES.AND THE PUBLIC.SHORING DESIGN SHALL BE DESCRIBED.REA50NABLY IMPLIED,R'cOIREO,OR INFERRED. THE RESPONSIBILITY OF THE CONTRACTOR. 3. CONTRACTOR SMALL VIBIT THE SITE AVD REVIEW EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. LIVE LOAD L. EXCAVATE.BACKFIED COMPACT AND GRADE THE SITE TO THE RECT F IONS SHOWN ON THE DRAW REF, <. THE WORK SHALL BE IN CONFORMANCE THE RESIDENTIAL CODE ITIO S NEW Y O S STATE URC 2018 AS L.nwusrtABE ATTICS W}xIX1T LOUGH ANDK G AS G SHALL TO MEET THE DESIGN INTENT AND TO ACING F F OFF AWAY FROM,IS IN PLACE ADOPTED BY NYS)AND CHAPTER II OF THAT CODE.THE NEW YORK STATE ENERGY CONSERVATION CODE :TMAE A}Ifs VVtM LIED ED �. = p -ARCH I T E C T- 5. BA[KFILLiNG SHALL TAME PLACE ONLY AFTER ADEOu4TE BRACING OF FOUNDATION WALLS IS W PLACE. MOTE CC 2018 AS ADOPTED BY NYS),ANY AND ALL APPLICABLE LOCAL CODES.AND THE"TIONN- NAS-AL-AM Artla SERTED WITH FlXED SruRS 30 6. PROVIDE ONLY!LEAN SACRFILL MATERIAL. ELECTRIC CODE(LATEST EDITION). 4NOOpCNye ]. CONTRACTOR TO MARK OUT ALL EXISTING UNDERGROUND UTLITIES PRIOR TO START OF WORK FlR IF 5..ALL PERMITS SHALL BE SECURED BY AND AT THE EXPENSE OF THE CONTRACTOR WHO SMALL 61VE ALL MM TEED. a0 EXISTING UTILITIES ARE FOUND TO INTERFERE WITH THE PERMANENT FACILITIES BEING CONSTRUCTED, NOTICES REWIRED BY LAW AS WELL AS PERFORM ALL TESTING AND INSPECTIONS.UNLESS OTHERWISE wUWSANDHOARMLSD Wo^IMMEDIATELY NOTIFY THE OWNER A 2615 Union Blvd,ISII MID SECURE THEIR INSTRUCTIONS, NOTED.NO WORK SHALL START UNTIL THE BUILDINGS DEPARTMENT APPROVAL IS OBTAINED AND A -wine-`3E¢WTS 50' p,NY,1 1751 BUILDING PERMIT ISSUED.IN ALL CASES.THE MOST RESTRICTIVE LIMITATION OF ANY APPLICABLE P OR 516.429.1122 REQUIREMENTS SMALL BE FOLLOWED BY THE CONTRACTOR. Tt ixav ARSS i._ PROVIDE CAST-IN-RACE CONCRETE.INCLUDING FORMWORK AND REINFORCEMENT,AS REQUIRED TO 6. ACCESS TO ALL AREAS OF THE BUILDING,CONSTRUCTION OPERATIONS AND UTILITY SHUTDOWNS SMALL SLURS R LO mb@mbarchitect.us COMPLETE THE CONSTRUCTION SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. BE COORDINATED WITH THE OWNER. 2. CON WITH ACI 301.'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS',EXCEPT AS ]. ALL EXITS SMALL BE KEPT READILY AVAILABLE AND MOBSTRUCTED AT ALL www.mbarchitect.us W W.mbarchltect.us MODIFIED HEREIN. 8. DO NOT DETERMINE DIMENSIONS BY SCALING DRAWINGS.ALL CONSTRICTION DIMENSIONS AND DETAILS A ELEVATED G4WCE FLOODS BE[dPAWE OF SIPPWTwG A L400NX0 LOAD APRTED-A SG-- 3. PROVIDE TRANSIT-MIX CONCRETE COMPUTING WITH MIN CIA.COMPRESSIVE STRENGTHS TO BE A MIN. SHALL CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS.IF ANY REQUIRED DIMENSIONS ARE IIYx AREA, ALL coniEONi INCLUDED ON THIS DRAWING SET!INCLUDING.BUT NOT OF 3000 PSI AT 28 DAIS.PROVIDE CERTIFICATIONS TO OWNER. NOT INDICATED.OO NOT PROCEED WITHOUT R<OUESTING IN WRITING FROM ARCHITECT. R IWNUBTTAOE AlTIfs WINUT STORAGE ARE THOSE.WHERE THE OBAR IEIGNT BETWEEN Jd515 AND RAFTERS MITE i DESIGN INTENT.DRAWINGS.RENDERINGS,GRAMICS AND L. TEMPERATURE IS TO BE A MW OF45 DEGREES F.FOR THE DAY OF AND FOR FIVE DAYS AFTER POUR OR 9. LARGE SCALE DETAILS TAKE PRECEDENCE OVER SMALL.REPETITIVE FEATURES NOT COMPLETELY _ SNOT Mp£THAR AS OrtMS.OR WHERE THOWE ARE NOT.0 OR IgEAONLENT TIA645 Nttx YSe LIMITED IS THE PROPERTY OF MATTHEW BUSCH ARCHITECT AND as SWMIT P.Mw FOR PROTECTING CONCRETE. DESCRIBED AND/OR DETAILED SHALL BE CONSTRUCTED W ACCORDANCE WITH CORRESPONDING [OFIG.ATOS CAPABIE OF ACCO NODATwG AN ASSUMED RECTANGLE A PYRES W HEIGHT BY 24 ING-IN SUCH IS FROM BY US AND INTERNATIONAL COPYRIGHT AND 5. PREV EVE REINFORCEMENT OF TYPES SHOWN ON THE DRAWINGS,AND COMPLY WITH/STAR 615.GRADE 40, FEATURES THAT ARE COMPLETELY DESCRIBED OR DETAILED. WTHN.MEATFX WIHIN THE RARE OF Tiff 1-THIS LNE LOAD NEED NOT IE ASSUMED TO ACT ° OTHER INTELLECTUAL PROPERTY LAWS. UNLESS OTHERWISE INDICATED- Ia.ALL CONDITIONS LAYWTS.ETC.LABELED M TYPICAL'INDICATE THE WORK TO BE EXECUTED FOR ALL CONCURRENTLY WON ANY OTHER LINE LOAD ffwAREMENTi 6. CONSOLIDATE CONCRETE IN ACCORDANCE WITH ACI 309. SIMILAR CONDITIONS. C.WAYOUALSTMR TfffAW SHML BE OELL'EDF.THE UHFOaEY DISTAONEDIWE l0SS.A30DFOPO ARUNAL FEATURED IN COPYING OF THE DESIGN OR T. PROVIDE CONCRETE THAT IS DENSE AND FREE FROM HONEYCOMB AND OTHER DEFECTS. 11. THE OWNER RESERVES THE RIGHT TO DELIVER.PLACE AND INSTALL EOUIPMENT AND FURNISHINGS AS [WYE1PAlED lLSS MTiNG OVER W AREA OF A 5.4RE WOES.WWCMEYER PROOY6 THE GRFAIFR IMAGESMATTH BUSCH IN THIS DRAWING MAY PESETA IN LEGAL ACTI TO ON. 8. RACE CONCRETE SLABS ON SOIL COMPACTED TO 95%MIN.WITH L'POROUS FILL FILL EXCESS CUTS THE WORK PROGRESSES.AS LONG AS THERE IS NO INTERFERE-NCE WITH THE WORK OF THE STRESSES WTXCONCRETE.REMOVE FOREIGN MATTER AND AVOID SEGREGATION 45 MUCH AS PoSSIBLE.FOOTINGS CONTRACTORS. D.ASwwELONffNIRT1ED LOAD Mnnow4xr OIREm.Ai ANA POWTLLQNG THE TOP. ARCXRECT OF RfCORO HAVE A MINIMUM OF 3'-0'COVER.SHML E SEE SECIXM A50].I FOR MCM ATTACHED TO EITERM WM35 / I2 ALL DIMENSIONS ARE ACTUAL EXCEPT DIMENSIONS OF CONCRETE MASONRY.BRICK UNITS AND DRYWALL f.COUSESES IHinLC.POENS(ALL THOSE EXCEPT THE HAIRAILI BALUSTERS AND PEEL FfiE SHALL BE M.-B.CHARLES a.. 9. PLACE FOOTINGS ON UNDISTURBED,VIRGIN SOIL TO A MINIMUM DEPTH OF T-O-BELOW ADJACENT PARTITIONS WHICH APE NOMINAL. O9GNED TO WTI-ANO82ONTALLY NRIED IARMLL LOAD 65a-ON ANAIEA EOAL TOI SEURE NYS LICENSE NO.0-83 GRADE. H.CONTRACTOR SHALL FURNISH AND INSTALL ANGLES,STRUTS,BRACKETS.TOGGLES ETE BOLTS AND ALL FOOT.THIS LOW RE NOT BE ASSAED TO ACT CO.l&EMLY IWM AHI'OTER LIVE LOAD RERXIE T. IT IS 4 VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING ACCEESMES REWIRED TO PROPERLY SUPPORT BRACE AND/OR REINFORCE ALL FINISHES,FRAMES. RM-ROPBLBATTICSWITHLIMPEDEFORMEATEMPME WHECETHECLEARHEIGHTBETNEBIJOSTSAND UNDER THEDIRECTIONOF LAW ARCHITECT.TO ALTER ANY MASON� EQUIPMENT,ETC. RAFTERS Sai OGEs.�AIER.Y06E liffff AFE TWO.MORE WDCENT TOESEs WITH YEB DRAWINGS.IREC TION OF 5.OR REPORTS TO WHICH SEAL OF AN 1. MASONRY UNITS SHALL BE EXTERIOR GRACE CONCRETE NITS-HOLLOW LOAD BEARING TO MEET ASTM- 14.ALL HATER'ALS.EOUIPMENT AND CONSTRUCTION SMALL CONFORM TO THE REQUIREMENTS OF ALL IgFBTPS UPfwE©'YCbMOb1TI.AN ASSUMED ECTM10.E L2 ailES w IEH4Nf BY IL w[>ff.5 N ARGRANI G HAS BEEN APPLIED IN ANY WAY,T AN ITEM BEARING THE C 90,SET PLUMB.LEVEL,AND TRIP_IN MORTAR BED ON BOTH FACE SHELLS AND"S WITH TOOLED ARPU ABLE CODES,AND REQUIREMENTS OF ALL GOVERNING AND REGULATORY AUTHORITIES HAVING WON.OR GREAr86 WIRER THE RAVE ON-TWEffS THE LIVE LINO-DAY OE APREO lD THfff INT OF HAS ARCHITECT IS IN MYD.THE ALTERING ARCHITECT RORIWS OF THE JOwTs ON TREES BOTTOM CH 3W.RE AL OF THE Fp10WwG CW9ITOS ARE MET:THE JOINTS.00 NOT LAY IN FREEZING WEATHER OR WHEN FROST IS EXPECTED FORGER HOURS.LAY IN JURISDICTION. sxM-L AFFIX TD His ITEM NOTATION'ALTER D RUNNING BOND. I5.A.L.WALLS AND/OR PARTITIONS SHALL EXTEND FROM FLOM TO UNDERSIDE OF CONSTRUCTION MOVE, LNG POnlO56 THE JOSTS.1R350pTiOMILRAS SHML FE RgGVED FOR 41P9tldILT Br FOLLOWED BY MI OF SUCH OKIR191f®PLO ML11'E LOAD BF WT LESS THAN D_PER SOWE FOOT_ Z. MORTAR TO MEET/STAR-[2)D FOR TYPE M WITH SALT FREE SAYD ANA CEMENT. -MESS OTHERWISE NOTED, A TE-a ANFA IS ACfE4ED PRAY OBOY NOT LESS THAN 20 OYlEO IN WDTH BY)0 ASSES IN ALTERATION.ARID A ALTERATION. 16.PARTITIONS SHALL BE CONTINUOUS SURROUNDING BOLT-IN EQUIPMENT.FURNISH NECESSARY ANGLES. I86TN TIN LOGTW T IS WHERE THE C EAL HEIGHT HE ATM IS T NOT LESS T b MJEi GJ W000 AND�� MANGERS.ETC..TO COMPLETE INSTALLATION. n THE EONS AE TIE J XIM OR 1A6-GW(IgOS ARE NOT 6RGiTH THAN 2 WC ES YFATGL TOO 1. ALL WOOD COMING IN CONTACT WITH MASONRY OR SHALL E BE PRESSURE TREATED. 17, CONTRACTOR SHML INSTALL ALL CEILING.AND WALL ACCESS DOORS SPECIFIED MID AR REOUIRED FOR OnT2IARIib.TAL Z. ALL WOW FRAMING MEMBERS USED IN EXTERIOR APPLICATIONS SHALL BE PRESSURE TREATED. MECHANICAL TRADES. A REOFRED IMVSIXATON OV➢iH IS IE55 rIIW THE JOST.TnCS NTT.aom REYDETR IIF➢IN 3. ALL FRAMING TIMBER AND DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR OR HEM FIR.NO.I GRADE OR 18. THE PLUMBING ARD ELECTRICAL WORK SHOWN ON THE ARCHITECTURAL DRAWINGS ARE TO BE N.GIVING USED IN HMORAA 455EM-NO WA9D5-.D•SSIGNED nix A SAFETY FLEMOR S,I THE N BETTER. CONSIDER-RD SCHEMATIC ONLY AND ARE TO INDICATE THE FUNCTIONAL USE OF THE SPACES. ACID p jiE-LOW-w BE-TOM�N I THE THESE LOADS 91-u DETERMINED AM-oo THE TOP OF T E f L. ALL BUNTS,[LIPS.AND NAILS TO BE HOT DIPPED GALVANIZED. I9.ALL NEW PIPING AND ELECTRICAL CONDUU50HALL BE CONCEALED WITHIN PARTITIONS AND CEILING AIpTNEq ADD LONE UE AIDeEy SET T000CIA WTM UU OTHER UVE _5. ALL WORK TO BE FORMED,LEVEL,TRUE.AND PLUMB. WINE INSTALLED WITHIN HABITABLE OCCUPIABLE SPACES. Y 6. FRAMING COMPONENTS AND WOOD STRUCTURAL PANEL SHEATHING AND SHALL BE FASTENED IN 20.WHERE FIRE-RATED PARTITIONS ARE SCHEDULED,CONTRACTOR SMALL PROVIDE TYPE X GYPSUM WALL LOADQ' ACCORDANCE WITH TABLES R602.300 THROUGH R602.3(4)OF THE 2020 RESIDENTIAL CODE OF NYS, BOARD. TE 9U .OIDOED FOR THE LIVE LOAD NX.-OI TARE-OR THE SNPF LOAD IIIOGIED IN 7T *Z98�9,W3y0 ]. CONNECTIONS FOR CEILING JOISTS AND RAFTERS SHALL BE FASTENED IN ACCORDANCE WITH THE 21.ALL CONCRETE BASES FOR MECHANICAL AND ELECTRICAL EOUIPMENT.WHERE REQUIRED BY EOIPMENT YABIF R301.2DL WN:CHEVER IS 6RFAlFR FOF NOS' FASTENING SCHEDULES PROVIDED IN THESE CONSTRUCTION DOCUMENTS. MANUFACTURERS.SMALL BE FURNISHED AND COORDINATED BY CONTRACTOR THE EXACT SIZE.HEIGHT. 8. PROWGE TIE DOWNS MID STROPPING AT ROOF RAFTERS AND ELSEWHERE AS INCICATED ON FLANS. LOCATION MA STRENGTH SHALL BE OBTAINED FROM THE CONTRACTORS APPROVED SHOP DRAWINGS TERM£NML6 9. PROVIDE FRAMING ANCHORS/MANGERS APPROPRIATELY SIZED AND FASTENED PER MMAFACTMER FOR AND VERIFIED BY THE ARCHITECT. Y.nMX1R POOP LNE HlNS w MMSFOLE PER SOAff FOOT 6 NODZ.TN PRO.EGI. ALL FLUSH CONVECTIONS. CONSULTANTS: ID.NOTCHING OR BORING OF JOISTS AND RAFTERS SMALL CONFORM TO THE REQUIREMENTS OF THE WFCM RDO SlO£ TPowRARY L040ED dffA INSQARE FEET FOR AHV SIRJCIWAL 1®� OR PER THE MANUFACTURENS REQUIREMENTS FOR ENGINEERED LUMBER. OTO WX l0600 OVER AOl T,/ERIMAL AND NIOISNRE PPOIECTIW RENOVATION NOTES MT.05E H£SS TNW A IA A NTORREPFOOTfU) I: IN ALL FRAMED WALLS FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL WSE L WONES PER PINT wD TO 16 W H2 ENVELOPE,A MOISTMENAPOR RETARDER SHALL BE INSTALLED OR BE INTEGRAL ON THE WARM-IN- L WHERE NEW CONSTRUCTION IS TO CLOSE AN OPENING IN OR IS AN EXTENSION OF AN EXISTING WALL OR LESS THAN I INOESRa FONT(U) WINTER SIDE OF THE INSULATION. PARTITION,IT SHALL MA MATCH EXISTING CONSTRUCTION A FINISHED FACES SHALL BE TYPICALLY FLUSH 2. INSUTATION SHALL INDEX OF NOT GREATER THAN 25 WITH A SMOKE- UNL NOT MAVE AFLAME-SPREAD ESS OTHERWISE NOTED.MATCH FIRE RATING OF EXISTING CONSTRUCTION UNLESS OTHERWISE -.--,-(,a It D li DEVELOPED INDEX OF NOT GREATER THAN 15011 ACCORDANCE WITH SECTION R3DZ.IO.I OF THE 2020 NOTED.(U.O.R) MA GREATEN RESIDENTIAL CODE OF NYS. 2. WHERE EXISTING PARTITIONS ARE TO BE REMOVED MID INTERSECT EXISTING PA9TTIDNS SCHEDULED TO _ 3. ROOF SHINGLES SHELL 3ZOA'FIBERGLASS AS SELECTED BY OWNER SHALL BE INSTALLED W RE OV BE MAIN,PATCH REMAINING EXISTING PARTITION AND FINISH TO MATCH ADJOINING CSTRUCTIOM ACCORDANCE WITH SECTION R905.2 OF THE 2020 RESIDENTIAL CODE OF NUS. S. CUT NEW OPENINGS IN EXISTING CONSTRUCTION WHERE REWIRED FOR INSTALLATION OF NEW DOOR L. RASH ALL OPENINGS IN ROOFS AND EXTERIOR WALLS AT ROOF VALLEYS,CHIMNEYS AND ALL ROOF/ AND/OR WIDOW ASSEMBLIES.PROVIDE SURROUNDING CONSTRUCTION AS DETAILED OR TO MATCH THE A1ICNDHE BIECTION OF ANY SiNYTIPAL MEIWER VHEP THE LAVE HAW LISTED IN SECTGNS OWLS AND WALL INTERSECTIONS. EXSTING. ROwb.WOO LOAF RTOMHED BY-ON SHML NOT EIfccn THE VANES INTANE-1.5. CAULK ALL OPENINGS AND JOINTS IN EXTERIOR WALLS,COLOR AS SELECTED BY OWNER. <. NEW PARTITIONS WITHOUT A FINISH SCHEDULE DESIGNATION SMALL BE FINISHED TO MATCH THE SPACES)THAT THEY ARE IN. TABLE 0.TOT.Z 5. REINFORCE EXISTING PARTITIONS AS REQUIRED TO INSTALL NEW CASEWORK.PATCH PARTITIONS TO AUMOMBE DEFLECTION OF STT8ICIWLLMfNBiEIEA< - MATCH EXISTING OR PREPARE PARTITIONS TO RECEIVE NEW FINISH AS SCHEDULED. 6. PATCH ALL OFENIRES IN EXISTING WALLS SCHEDULED TO REMAIN RESULTING FROM DEMOLITION WORK STRUCTURAL RR310ER ALL.ABLE DETECT. OF OTHER TRADES AS NECESSARY TD CLOSE OPENING AND MAINTAIN INTEGRITY OF EXISTING OR SCHEDULED FI RATED CONSTRUCTION. TnAN- RAPT35 xA4N kli BOTH !LINO RE Fv 9®a-WN4-46E341ffA19t ]. Do ALL WORK AS REQUIRED TO PROVIDE FINTSX FLOOR RUSH AND LEVEL WITH=DINING FINISH xOT AiTAp®TO SURFACES.REMOVE ALL LAYERS OF EXISTING ROWNS AND ADHESIVE DOWN TO CONCRETE OR WOOD wlBd.Wn1151`A PMITrIOS NTW SUBSTRATE.LEVEL EXISTING SUBSTRATE WITH CEMENTITIOM FILL OR WOW SLEEPERS TO PROW DE A SUBSTRATE TO RECEIVE SCHEDULED FINISH IN ACCORDANCE WITH SPECIFICATION AND FINISH giAXS (J3Ap MANUFACTURERS'REQUREMENTS. 8. CONTRACTOR SHMI REPAIR AND RESTORE ANY DAMAGED FIREPROOFING TO ACHIEVE REWIRED RATING. AE%wSS WITH®miiLF RINSES(PYL100G TASTER U36p 9. IF FLOOR SURFACE IN EXISTING TOILET ROOMS BEING DEMOLISHED IS HIGHER THAN WJONING FINISH, APD SDCCOJ REMOVE TILE AND SETTING AND FMNISH SUBSTRATE ACCEPTABLE TO INSTALLER OF NEW FINISHES. -WIN FHEXFAEfH4ES WELOiNG GYPSiw LRcO AT ANY WALL WITH TILE,WHERE WALL REMAINS,DO ALL WORK REWIRED(REMOVE TILE BVDR ®) RESURFACE WV GINS)TO ACHIEVE THE FINAL WALL CONFIGURATION ACCEPTABLE TO INSTALLER OF NEW FINISHES. ALL DJRER s1HCTPI,L M]IEIS VL.O EXTEOW WMLSmM LOIN WITH WASTER OR IV560 REV: DESCRIPTION: STUCCO PAM, AS-BUILT MB 2025.OA.28 mERI.WAISiTM t➢AWP Nix a-BRPiIE WZI,O FW9B - - DEVISED PLAN TO OWNER MB 2024.09.13 EXTERIOR W tRNID UOMSPI WEN FIFXIHE I- IwIW - ISSUED FOR FILING MB 202<.OS.IO LwTL59ROVIPN4 MASOEH VERffHi WALLA LI6W - ISSUED FOR REVIEW N. -101`10 STATUS: A F.THE HWOVE OF THE BIER-a OEFTFGION U015 HEREIN.THE TWO LOAD SHILL BE FEIdGT1ED TO 6f Construction Document iAR1 AS Q)TONES TXE COMMENT A U[HAWING(A•D)LOlI6 09TA0.9ID FROM TAUS R30L2(TJ. 8 F.[MTAR'BR FOOEI6.LSHLLLGE-AS TACETIELENGTHOF-CANTBEVEN G FORMOWAWSTRUG-AL 94ERSORPYiE MEDIHROpFSOi WMISO5HA0O1-10 OWNER: c9YEis EA.-CMwc EDGE aF 4Lna.SATTU`AL H-STIE TmLL-GHECT.sE,RIDr Nick Johnson fX[EID USS.FORC.TPAHO6 ALOIUAIM STRUCiIPIL YElwEiS SIRYATwG E0Gf O4 SS.THfi TOTE LARD hTi£CTKKI SHALL NOT RCYED In25 FOR EACH wars LPE.U60f.TARE fNfwE IFWiTH OG Txf REN'EOR. SharkandwhaIL425@gmail.com WWf}LryEp IS WG E sTIBiGEM.F.SA]OWICH PAfET511E4D W NOES OR HALLS CF SUwOON A0wT10N5. PATIO COVERS.THE TOTE-LOW DEFLECTION SHWL NOT EXCEED U20. ADDRESS: R!�CIII IOIa-SN-THIN INTERIOR ITPsn WARD FINISH SHALL BE wITED TO AN aLowAHF 425 Bay Ave. E.REiER TO BEEN.R-E. -8 HKNUNL I. East Marion,NY ORTHEPIWVSESDFrWSCWE wIffN510NSO LUEER LE[FED SHALL 6E fkOEO TO BE NOMINAL WEf51O5 TITLE: naEs srtwTRAur DE9dATED AS ACTWLwHExsIOS. , GENERAL NOTES AND SPECIFICATIONS SCALE: DATE: DRAWN: CHECKED: IT:IO 20X.05.1 PROJECT N0: WING N0. REVISION: waI A-2 S Y ZONING PROJECT WE- Deck&Screen Porch I80 ANA�AmemJ ,-,},+•,b LLu.l-lec s.uu}unhu-.}ffi:�'j},}vvb�il.+.,�nvl lxuunhl.�N.,}1Va:n,uevw ua.,v,Wl ARCXITECT: uwp �I�A�A Matthew Busch ® I I —ARCH ITECT- 2615 Union Blvd,Islip,NY,11751 516.429.1122 mb@mbarchitect.us vdww.mbarchitect.us - - ALL CONTENT INCLUDED ON THIS DRAWING SET(INCLUDING,BUT NOT LIMITED TO,DESIGN INTENT,DRAWINGS,RENDERINGS.GRAPHICS AND _ EAT)IS THE PROPERTY OF MATTHEW BUSCH ARCHITECT AND AS SUCH IE PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWS. ANY AUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR IMAGES FEATURED IN THIS DRAWING SET AND BELONGING TO \ MATTHEW BUSCH ARCHITECT MAY RESULT IN LEGAL ACTION. QTTHEW HAR ES BVEC: THEW C S BUSCH NYS LICENSE N0.042983 IT IS A VIOLATION OF TIE OF LICENSED FOR ANY PERSON.UNLESS ACTING UNDER THE DIRECTION IO S4[REPO ARCHITECT,TO ALTER ANY DRAWINGS,SPHAS ECIFICATIONS.OR IED IN ANY WA.TO ANKH BEARING AN \E7 '• � AR SEIALE OF AN ARCHITECT IS ALTERED.THE IF ARCHITECT E V\Q _ SHALL AFFOI TO MIS I— THE NOTATION'ALTENED - BY FOLLOWED BY HI - OF G.N !- _ 4�7K" - ALTERATION.NID A ALTERATION. APR.flq q7 o�29sa yoQk _ .v %LA_ •' - � OQ ��Q CONSULTANT4: Ile �''�s ,ice �t �; ••• !-'"��_-'"- �, �C 16 ,c` /•W1 F ` REQUIRED SIDE YARD SETBACK PROVIDED.24.2'COMPLIES Y r r S { / PROPOSED SCREEN "'�• � ' /' mot` \ ` ` ORCH AT EXISTING' ':�/� /• VL REAR DECK(392 SF)./ �.Do.� /•��. a Y_ \ % \ ' ' ` �L' '` /J �` /•�� ' �/� REV: DESCRIPTION: Y DATE: l\+� 9 / ' • YVgj Y� �O , /• 9� p 1 AB-BUILTio25 n8 .Oc.2e 1 �7, �y} \\ !iZ •? il�- �' 00' � y �Ny� - DEVISED PLAN TOOWNER r.8 102G.09.11 -r ///// �\ - Y J• o ` /• L/( W - ISSUED FOR SLING r.B 202C.OS.IO 7\- ;�, '• { /'`4 3. - ISSUED FOR REVIEW MB 2024.0A.30 BTAR- �w�T;a�o� pYW $� •/�•�1�� Construction Document OWNER O ' s �( Nick Johnson 0� sharkan=ale425@gmail.com \ c^•FS"' P nODRESS: 425 Bay Ave. East Marion,NY TITLE: ARCHITECTURAL SITE PLAN INFORMATION SHOWN HEREIN BASED ON SURVEY PROVIDED 0Y SCALE: DATE: DRAWN: CHEtrcEo: JOHN C EHLERS LAND As morcareo IS-1I SURVEYING,DATED 05/1012001. REV s on. PROPOSED ARCHITECTURAL SITE PLANQj ET NI DPAWINGNO �_� ri_0001 SCALE: 1"=30'1 'CONSTRUCTION LEGEND PROJECT NAME Deck &Screen Porch c DOOR TYPE � SEE SCHEDULE =NEW CONSTRUCTION ARCHITECT: 20A DH EDI WINDOW TYPMatthew Busch SEE SCHEDULE tt A R C H I T E C T0 =NEW CONC.FOUNDATION WALL AND FOOTING I I -------------- 2615 Union Blvd,Islip,NY,11751 516.429.1 122 --------- =CONSTRUCTION ABOVE/BELOW ) i - �I I mb@mbarchitect.us I =EXISTING CONSTRUCTION TO REMAIN I - I WWW,mbarchltect.u5 SlZ S1S�i =EXISTING CONSTRUCTION TO BE DEMOLISHED a I I v E CONTENT NCLUDED ON THIS DRAWNG GET ONCL-NG.BUT NOT LIMITED TD.DESIGN INTENT.DRAWINGS.RENDERINGS.GRAPHICS AND EXISTIN IL I TEXT)IS THE FRDPERTY OF MATTHEW BOSOM ARCHITECT AND AS SUCH IS PROTECTED BY US AND INTERXATIGNAL COPYRIGTIT AND FRAMING-JOIST(TYPICAL SPAN) TO RE N II OTHER INTLLLECTOeL PROPERTY Laws. 0 - ANY NNAIITHORISED REPRODUCTION ORCOPYING OF THE CESION OR =FRAMING-JOIST(INDIVIDUAL) ; MACES FEATURED IN THIS DRAWING SET AND BELONGING TO i MATTHEW BIRCH ARCHITECT MAY RESJ_T IN LEGAI-—ION. —-—-—-—=FRAMING-BEAM/HEADER/GIRDER E - _-—-—- ARCHEMATTHEW—S eO�SCH I NEW 2%10 LEDGER NEW 2%10 LEDGER �) HYS LICENSE NO,A...A' IS(2)2X4 POST ®_(5)ZXA POST [ - ) i IT IS a T IOLATION OF THE LAN FOR-1 PPERSON.UNLESS ACTING i HE DIRECTION OF A LICENSED HI ECT,TO ALTER ANY i NEW STAINLESS STEEL NEW WOOD BURNING STOVE, I DRAWINGS.SPECIFICATIONS.OR REPORTS TO WHICH SEAL OF AN O=STEEL POST 1 G E LINER IN E%.CHOMNEY I'-6' I— I'-6' EXHAUST THROUGH EXISTING ARCH"IT—T HAS BEEN APPLIED IN ANY WAY.IF AN ITEM BEARING THE I CHIMNEY.PROVIDE NON C ITECT I5 ALTERED.TH ALTERING ARCHITECT I SHALL AFFIX TO MS ITEM T THE NOTATION'ALifPED I f' COMBUSTIBLE FLOOR BELOW I BY FOLLOWED BY HI E OF sUCX c .AS PER MANUFACTURERS ALTERATION.AND A S ALTERATION. 2 REQUIREMENTS A-6 { SCREEN PORCH _LEXISTING WOOD-— 392 SF 0 1 1r Wz SCREEN 1 FOFN NEB v DOORS.TYP yp,,g- ) I I ) CONSULTANTS I I i i - E E PROPOSED 6X6 POST WITH LINE OF ROOF PROPOSED SCREEN PVC WRAP(TYP.OF 5) ABOVE ENCLOS I T A-6 ,, PROPOSED FLOOR PLAN II, SCALE: 1/4"=1'-0" I IB'DIA.------_-- A7 -- -------_---_ ■a a E% %10 LEDGER TO REMAIN� —-—- DATE: ��gg _ �� DESCRIPTION: n (2)2X10(VIF) ——— / — I AR-BUILT N:B 2G25.CL.2B — T REVISED PLAN TO OWNER n.B 202A.04.13 r I / ISSUED FOR FILING Y.B 21-05.10 V V �11'DIA DIA. ' _ SSUED FOR REVIEW M. 02<O<.30 EXISTING DECK Cr T A 6 Brans 3 ABOVE TO REMAIN Construction Document EXISTING FOOTINGS I - OWNER: TO REMAIN,TO BE Nick Johnson VERIFIED IN FIELD sharkan=.le425@gmaii.com I I I AGGRESS: EX(2)2 10(VIF) �I 425 Bay Ave. IBA-----�----- IB'DIA --- ----- l8 6X6 POST SET ON East Marion,NY ABU POST BASE AND _ TITLE: SONOTUBE FOOTING, ED ED PROPOSED PLAN @ SCREEN PORCH TYP. ' SCALE: DATE: eWN. CHECXED: 52'-2 As"Nul¢ IGIA.OS.I PROPOSED FOUNDATION PLANocEDTN°: NGN°. �W=IDN � SCALE: 1/4"=1'-0" " A-4 1 'CONSTRUCTION LEGEND PROJECT NAME: Deck&Screen Porch DOOR TYPE SEE SCHEDULE J =NEW CONSTRUCTION ARCHITECT. 20A D SEE SC EDUL EXISTINGMatthew Busch SEE SCHEDULE DWELLIN TO REM A N —A R C H I T E C T— =NEW CONC.FOUNDATION WALL AND FOOTING HOSISED ______________ 2615 Union Blvd,Islip,NY,11751 516.42 9.1122 ————————— =CONSTRUCTIONABOVE/BELOW A-7 mb@mbarchitect.us 0 =EXISTING CONSTRUCTION TOREMAIN www.mbarchitect.us SL_ Z1SL_S =EXISTING CONSTRUCTION TO BE DEMOLISHED coniEnT INCLUDED ON THIS oRnwlnG SET(INCLUDING.Dui NOT ALL T0,DESIGN INTENT,DRAWINGS,RENDERINGS.GRAPHICS AND TEXT)IS THE FROPERTY OF MATTHEW BUSCH ARCHITECT AND AS SUCH IS PROOTHER INTEUL AND INTEMATIT NA- OPYRIGHT AND =FRAMING-JOIST(TYPICAL SPAN) =FRAMING-JOIST(INDIVIDUAL) ANY UNAUT MACES FEATURED REPRODUCTION S INGUNNG SET COPYING BELONGING TO DR MATTHEW BUSCH ARCHITECT MAY RESULT IN LEGAL ACTION. ———————=FRAMING-BEAM/HEADER/GIRDER MATTHEW R IE BUSCH TTHEW CHARLES BUSCH " I NYS LICENSE NO.OAZ99] Bi=(2)2%4 POST ®_(3)2%4 POST I I IT IS A VIOLATION OF THE LAW FOR AVY PERSON,UNLESS ACTING 2.5:12 I UOMER THEWINGS.SPECIE CATIONSDIRECT I IF A�OR REPORTS TO WHIICE DIED CH SEAL OF AN TO A.TEP Y O STEEL POST ARCHITECT HAS BEEN APPLIED IN ANY W IF ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED.THE ALTERING ARCHITECT WOOD MINGLE I SHALL AFFIX TO HIS ITEM THE NOTATION-TERED R F - - I BY'FOLLOWED BY HI E OF SUCH ALTERATION,NAA ALTERATION. 2 I a I $ A-6 I �V I A-6 LQc' f NEW 2%10 RR®16 OC' - w ;NEW 2%10 RR®Ifi OC - - '9T29 {O NEW 2%B G.16 OC . i FOF14 I - I I I CONSULTANTS I I � L---------------- ——— -- ----- � •-0' 32'-2• '-0' .. - 34'-2. I i A-6 (-,-)PROPOSED ROOF PLAN SCALE: 1/4"=T-0" REV: DESCRIPTION: WE: AS-BUILT ME 2025,04.28 REVISED RAN TO OWNER MB 2024.09.11 ISSVEP FOR FILING MB 202L.o5.ID - ISSUED FOR REVIEW MIT —G—B STATUS'. Construction Document MER: Nick Johnson sharkandwhale425@gmall.com ADDRESS: 425 Bay Ave. East Marion,NY TITLE: PROPOSED ROOF PLAN SCALE: DATE: DRAWN. ECAED: As irvmu,m 202A.051 PROJECT N0: DRAWING N0: REVISION: 2 101DI A-5 1 • • 'ROJECT NAME NEW CHIMNEY CAP Deck$Screen Porch TO BE SET MIN 24' ABOVE EXISTING RIDGE ARCXITECT: \� Matthew Busch EXISTING EXTERIOR WALL AND WINDOWS RI REMAIN —A R-C H I T E C T— lr 261S Union Blvd,Islip,NY,11751 EXISTING AC 516.429.1122 SLEEVE TO BE mb@mbarchiteet.us REMOVED _ www.mbarchitect.us 2 12 \ ALL CONTENT INCLUDED ON THIS DRAWING SET D.NCLIDANG.BUT NOT 2.5 0 MIXED TO,DESIGN INTENT,DRAWINGS.RENDERINGS,GRA ICS AND 2 B S�AiI IS THE PROPERTY OF NATME W BIRCH ARCHITECT AND AS M IS PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWS. ANY UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR T.O.BEAM„ 'HADES FEATURED IN THIS DRAWING SET AND BELONGING TO EL.B'- I/� ' '.`" ` "` `a4Ji:>`',;�a a, MATTHEW BUSCH ARCHITECT MAY RESULT IN LEGAL ACTION. ''t,CJ�' �f��) :l>. r^vJ�a�A''�.n7<a,• ., SCC•`\C� S\�S� !T�rC"Mvi C''J�1jT.'OS�yCvCJ MCXITECT : :SJ lLQh. :J�^i5 ^Cn%%'v '•.J`\fir',^� SS�+'.l,r`S`t�. 7 ,: .t!'t'.v`hSCT. 1.^^''-, H TE CNARLES BUSCs[N S;•ar S�.�Oi. ',4..:,J J,^'' `'.y�J, Sv�'TJ �1J LT.r? lS�.�. NxS LICENSE M. nSE xD OGivS] S^6o h ccC o, o; ycc c `<., LICENSE IT IS VIOLATION OF THE LAWFORAYY PEITECT..TOESTACTING (; h,+Vl�^(/y� Jl^ ++ IIInER THE DIRECTION OF ALI[ENSE°ARCNITECi.TO ALTER ANT PgOPOSm,S R;N2?�;a�G' rki�S�S ��S^i� arc 0•'J'1'l1'Y,� 1y '�=� DRAWINGS.SPECIFICATIONS.OR REPORTS TO Y CM SEAL OF M Lr•^1L`.:r, ,j:S`,ti2�?.�t`�CP,OR 11.,tTr,A iA <:r^•CG"J S�..� 'S S^ S�`"i�:'Lr�,�lip�:�.:.,�S ,`n s. 5.S``', H EOT BEEN APPLIED IN A Y WAX.IF AN ITEM BEARING THE m ARA_OFCHITECT IS ALTERED.THE ALTERINGON ARCHITECT - SNALL AFFDLTO MS ITEM NOTATION SUCH RED BY FOLLOWED BY E°F SUCH ALTERATION.A.IDA ALTERATION. IST FLR EL.0'-0' _ f GRADE I EL.(VARIES) 'Yj. 0*298 yQ O 1SCALE: 1/4"=1'4" coxsuLTANrs FOF Nf� WOOD SHINGLE WOOD SHINGLE REY: DESCRIPTION: BY: I DATE: ROOF - - n"- ROOF AS-BUILT re z°zs.a..ze REVISED RAN TO OWNER Y.B 303G.04.13 T.D.BEAR - ISSUED FOR FILING 30t<.Os.ID EL S'-I I/2' - ISSUED FOR REVIEW 3 0,G AO ^. siniuS: ne >°2;r6o y.y y_tr ti Construction Document S. ��4 rT 7'�"' PROPOSED SCREEN PROPOSED SCR EN ' " .�`'yC^�S.S DINER: PORCH ),..�ti;yJ..r PORCH ° y ti,u:'v Q 4 Nick Johnson sharkandwhale425@gmail.com rir' St ADDRESS: EXISTING RAIL TO REMAIN, 425 Bay Ave. MODIFY AS REOUIRED rs0 T FLR East Marion,NY TITLE: - - PROPOSED ELEVATIONS GRADE EL(VARIES) SCALE: DATE: DRAWN: CMECNED: � nt wmulTo E02G.DSI ASIDE ELEVATION (RIGHT) ASIDE ELEVATION (LEFT) °t;°'N° -INS NO; REY'B'°N: J SCALE: 1/4°=1'-0° �' SCALE: 1/4°=1'-0° /�A-c 1 WOOD ROOF SHINGLES PROJECT WE: NEW FLASHINGING.TIE INTO 112'CUS DECKING Deck&Screen Porch 4EXISTING WRB 2XIO RR 016 OC ARCHITECT: Matthew Busch — ARCH ITECT- 2615 Union Blvd,Islip,NY,11751 516.429.1122 TO BEAM mb@rnbarchitect.us 0EVa'- v2' WWW,mbarchitect.us (2)2X10 HEADER CONTENTALL INCLLCCD ON THS DRAWING SET fN4w'NG,BUT n0} PER PLAN TEXT)Is THE PROPERTY of•°—ENV eusC.ARCHiT°ECT AND as° SUCH IS PROTECTED BY US AND INTERNATION4 COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWS. 1IMAGES FEATUREDEN THIS RCDRAW NG SET OR 'AND BELOIDING TO NG OF THE DESIGN°R MATTHEW BUSCH ARCNIECT MAY REYALT IN LEGAL ACTION. RTTECT OF RECORD: TN ES SCREEN YS UCExSE G.°1-1 <290) ENCLOSURE IT IS A VIOLATION OF THE LAW FOR ANY PERSON.UNLESS ACTIVG IADER THE DIRECTION OF A LICENSED ARCHITECT.TO ALTER MY ORAWINGS,SPECIFICATIONS.OR REPORTS TO WHICH SEAL OF AN ARCHITECT HASAN ITEN REARING (2)2%8 RAIL SEA-OF AN BEEN S ALTERE0.THE'ALTERWG ARCHITECTHE 5H AFFIX TO HHIS 'AL ITEM THE NOTAPONTEREC BY'FOLLOWED BY H E OF SUCH EXISTING DECKING ALTERATION.ARA A ALTERATION. TO REMAIN _ � t =r 1ST FIR 7 Ol29B3 Qe T i EXISTING DECK FRAMING TO REMAIN E`°.0_ FOF NEB coNSN-TAIfS GRnOE EL(VARIES) SIMPSON ABU EXISTING FO ITINGS GALVANIZED POST TO REMAIN(TYP) BASE,TYP. FOOTING PER PLAN ROOF 0.22'X A'STRONG-DRIVE FRAMING: f S TIMBER SCREWS.FASTEN 1 INTO EXISTING STUDS SECTION THROUGH DECK ALLDEC DECK CONNECTORS 2%B LEDGER ALL DECK CONNECTORS TO BE NOT DIPPED GALVANIZED BOARD @ROOF A PER ASTM A55 OR MECHANICALLY GALVANIZED PER 2' P-4' 2' I SCALE: 112"=1'-0" ASTM B695,ALL LUMBER TO BE PRESSURE TREATED TYP. DOUGLAS FIR OR HEM FIR I � III ili l l� ili �I� it I L 1 1 REVS tSEBUILi ION: NB DATE 2025.Ot.IB ti ITN----- J1T {ITF — JTLy I 1 1 I I I LINE OF EX. I I I REVISED PLAYTO OWNER B 202109.11 I STUD,TYP. - D PER FIunG PIT z°z<.As.ID 5-BD TO RAFTER AND - SGLEO FOR REVIEW D<.)0 CEILING 0.22'X 4'STRONG-DRIVE 5-BD TO PLATE FRAMING: S°WS TIMBER SCREWS STATUS: 2' B' LEDGER BOARD 2. Construction Document MAX 0 DECK OWNER: Nick Johnson _ sharkan=.le425@gmail.com I I I I I O ADDRESS: --� ---I— ---�---� — 0 425 Bay Ave. I I I I I 0 0 East Marion,NY II 11 11 TITLE: PROPOSED SECTION AND DETAILS SCALE: DATE: GRANI. CHECNEO: m aolulm N2AOSI n LEDGER DETAILS �SIMPSON H2.5AH2.5A PROJECT °RAW'N°N°: RE°'='°N: 2L�el A-7 I J SCALE: 1 1/2"=1'-0" � � SCALE: 3'=1'-0" PROJECT NAME: Deck&Screen Porch I I� - u Matthew Busch 3 — ARCH ITECT — [,F i y JA N 2 2026 ! ; 2615 Union Blvd,Islip,NY,11751 516.429.1122 mb@mbarchitect.us www.mbarchitect.us DLL CONTEND NIGN INTENT. N THIS OPAWING BET(INCLUDING,°IR NOT LIMITED T0.DESIGN IMENT,OMWINGS,PENpERINGS,GPAMICS AND TEAT)IS THE PROFERTY OF MATTHEW SUSCH-TECT AND AS l'�..f RUY yiG;3 ti Y i 2 ty'k Y,� SUCH IB PROTECTED BY US AND INTERNATIONAL COPYPIGHT AND PROPOSED DESIGN FOR: T OTHER INTELLECTUAL PPOFERING OF THE LAP S. INAGAkNY ES FEATURED IN ORISED RTNIS DRAW NGODUCTION OR CGET AND a s-ONGINGI TO GN°R MATTXEW BIRCH ARCHITECT NAY RESULT IN LEGal- ACTION. Deck & Screen Porch NROFA LICENSED DFRECORD: -MEW CHARLES BUSCH NYS LICENSE ND.0.- IT IS A VIOLATION OF THE LAW FOR ANY PERSON.UNLESS ACTING UNDER THE DIRECTION I A LICENSED ARCHITECT.TO ALTER ANY pNITE T•SPECIFICATIONS,OR ANY sfREPORTS IF WHICH SEAL IN AN AHUIITECT HAS BEEN APPLIED IN ANY WAY.IF T ITEM BEARING THE REAL OF 1(aPf ISI TET IS ALTERED.THE ALTEP T ARCXITECT SHALL AFFIR TO HOB ITEM T THE NOTTTION'ALTEREp PP BY FOLLOWED E OF SU H 5 a y V V A TERATION AND A E A TERATION. { East Marion, NY e,2963 of 9rF OF N£N,l SCHEDULE OF DRAWINGS APPLICABLE CODES LOCATION MAP A-0 TITLE SHEET ALL WORK SHALL COMPLY TO THE RESIDENTIAL CODE 202D OF NEW YORK STATE(IRC SUBJECT PROPERTY 1020 AS ADOPTED BY NYS)AND CHAPTER II OF THAT CODE,THE NEW YORK STATE A-I NAILING SCHEDULE AND DESIGN CRITERIA ENERGY CONSERVATION CODE 20ZO DECO 2018 AS ADOPTED BY NYS).ANY AND ALL East Marion APPLICABLE LOCAL CODES.AND THE NATIONAL ELECTRIC CODE(LATEST EDITION). Zoning ,...�.�...a.... Gent A-2 GENERAL NOTES AND SPECIFICATIONS *IhPTmD.UdLards A-3 ARCHITECTURAL SITE PLAN STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2020 IRC SECTION R301 A-4 PROPOSED PLAN @ SCREEN PORCH ALL STRUCTURAL WOOD FRAMING SHALL BE DOUGLAS FIR AI DR BETTER AND HEM FIR it BETTER. A-5 PROPOSED ROOF PLAN OR ''; ;�'."'� - A-6 PROPOSED ELEVATIONS Legend A-7 PROPOSED SECTION AND DETAILS ,S Zoning E.AID DESCRIPTION OF WORK PROPOSED SCREENED REAR PORCH(392 SF)WITH ROOF OVER AT EXISTING DECK. t inn t L ��i Prp • �sl ` -.YF L-�FIR REV: DESCRIPTION: BY: SUITE: _PImeG•m falls 3 ` ,IWnkIG Z -BUILT MB -II.■.DA 1 M-BulLT MB BOES.O<.EB CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA REVISED PLAN TO OWNER nB 20L..09.13 ISSUED FOR FILING MB BOZA.DB.10 WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC WINTEiI ICE BARRIER FLOOD AIR MEAN - ISSUED FOR REVIEW nB 301A.04.00 SNOW LOAD TOPOGRAPHIC SPECIAL WIND BORNE DESIGN FROST LINE DESIGN IMDERLAY FREEZING ANNUAL SPEED(MPN) EFFECTS WIND REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE TEMP SQUIRED HAZARDS INDEX TEMP scans: Construction Document 20 PSF 130 NO NO NO B SEVERE 3 FEET MODERATE SEE NOTE YES ZONE X 399 51.0 OVMER: TO HEAVY SEE Johnson sharkandwhale425@gmail.com ADDRESS: 425 Bay Ave. East Marlon,NY TITLE: TITLE SHEET SCALE: PATE: DRANW: C10CKEp: R=1'-0' DOADS.I PROJECT NO: DRAWING NO: REVISION: SI-S, A-0 NAILING SCHEDULE AND ATTACHMENT DESIGN CRITERIA PROJECT NAPE: Deck&Screen Porch Table 3.1 NBIOIgS hodub TBble3AA fCNect.m RgSJu'�^bp Plate Lateral and ExposureB TBDIDA3b WInd TBnsan SDBp Connection Requirements for Exposure pYvmlPs.AAmmaeAmTwa sq Me•IUG•..v atin mTwnie7 m,„� Dutllu3AaanWkrm HmrAwrNy OL•10 PI ARCHITECT: Matthew Busch to�W ',a W (ew W �mn� w/mm A r maa mm aP b a m �n� A+w I..,.uae MmAeIW IWq .,+.e.omul...+lmm^rm,ea.IeD�u. _ m.mbB —ARCH ITECT— , ""gym e __ •v 2615 Union Blvd,Islip,NY,11751 5161429.1122 . � mb@mbarchitect.us --� mm.m barch itect.0 s •b•R°"'0iO ALL CONTENT INCLUDED ON THIS DRAWING SET(INCLUDING.BUT NOT d LIMITED TO,DESIGN MEW.DRAWINGS,RENDERINGS,GRAPHICS AND TEXT)IS THE PROPERTY OF MATTHEW BUSCH ARCHITECT AND AS I�rb Ow.aq SUCH IS PROTECT INBy US TELLE AND PROPERTYN.COPYRIGHT AND OTHER r >m I�narw Tabb 3.5A Top and Bottom Plate to Stud Lateral Connections for WIM Leads Exposure-B— My UNAUTHORISED REPRODUCTION OR COPYING OF THE DESIGN OR RYAGES FEATURED IN THIS DRAWING SET AND BELONGING TO (PDw01p„AAPemallwmTabY as) —THEW SUSCH ARCHITECT MAY RESULT IN REGAL ACTION. WNRm•as n' ARCNTTECT a NECORe: rvnlmN MATMEW CHAR.ES BUSCH LICENSE NO.U2983 •A' Me QN.. b� r.y./rrwe b•M N.TIWmIq .quedwsesmuera.m,wbm emw memmummlmylG' � ITISAVIOLATIONOFTHELAW FORMYPERSON•IMLESBACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO—Ea ANY D BNGS.SPECIFICATIONS,OR REPORTS TO WNICH SEAL OF AN >e/n' ietl1^ i°m/cr la ARCHITECT HAS BEEN APPLIED IN ANY WAY.IF M ITEM BEARING THE ^�Avm'°•�� SEAL OF M ARCHITECT IS N.TETED.THE ALTERING ARCHITECT • msamgnmmmmyveeearuw�NBarmnmm^' SHALL AFFUI TO HIS ITEM THE NOTATI.'ALTEFED m m p.,,,..bea'.. • mMrtw.eu.ma.e..urtrrmfprp pe•up.tpl. BY FOLLOWED BY TE OF SUCH ALTERATION.Alm A E ALTERATION. .mewl, m.m.ae,.ub•,.n.mm.mm..e.mb..ra.m.,mdw�ar«e.�..b.n.• abm�N•ae�mw6w�au'•e w >m .amnrP,Ie I I I 1 2 1 1 1 1 1 1 1 , m �nmaNwmmA.=.+m,.eu.«mw..m.a.®e.m.N,ru.uu.ee,. r t mm4 4m ' er 28 mR.me'.,:�„nm•mmwa q�, 0153 y� :.:.�.::m�m.m.......mm.a..d...,.A.,.l�m. mmmemm - • mmm..al,..W.A..� m .m..,l.m,.al.ml,m�a,.,...m..m..r, A.-ss CONSULTANTS: 3 nmper lenm r I m m•m„•pba Table 3.9A Rafter/Cei@g Jalst Heel J.h C.—Clan RequimmUNAt Table 3.10 Roof Shaahng Attachment Requlremenb for Wind Ex osure B Table 3.TT W.Uh-thingend CbddIMAReehnI L Exposure B DYrrnWn AENBsrm.mrmW so7 Loads Exposure RBqulremenb Tm WIM L a& P Rmispa baMl" �� OP®Im.TmRvryR .sm.sl,P. sA•dra3 >, Fwm^AwmEmmud ,.n,�,mm.u,,.,+� IDievm" w•Rmam.mm.,alu.m,wmlAmDa..o.f• l.fR D.nvocl 14 v..nwss ..m mw s.0 �„z Nw.m. mua3o.lee. wR*mmN r.Iz em�m.�semwwA• �� P xwmml•Nn mwp..Inm DU ruI T T .•vwmuw.ax.r..amp.n.rml.m.m..mu.�,..�m+...,mh•Imm.e. .mmwm„m..e._.^.Ae.em.ma .�m.•.N,P.>r.A.wa stv __ Pammfpmae• urmW.wewluv mNl m REV: OES[RIPTION: BY: DATE: �1 IIaN pm awwbu am me rmwred.nm ua Ne,e N.�pPmma b a maeeemm,mEL vGv m Mp Bmm eym�m m emappllelbaG. bba.Me f - BUILDING DEPT RESPONSE el Me SOM.03.01' mmllm..11mmeau.r.Im BmcmminmmmlmwmPunnmAbebeaMm•0.dmmbwxenedle'n umlNmmevolNmuenb,anm�lnmx - ISSUED FOR FILING MB 2023.11.27 PRmnbVmm.auaeamr•Rumd m.mNvbmmmVnelamNP•Nlm r—VoaBbP.^r•.RO bUaretlNWp•Ammeb�eeRueemrmAandmoW.u,•e9mndveyMeUemIDryurn�W/. raonW,NmmON i N i rN � tYn� ryn� ryv STATUS �°m ��W m�a mN� •°°'�mmm Nm..m,Ama.° mD.�P m. Construction Document mvl^INm w rmm em w Imml Npv M w.nN ma n o nuc Ame•b•mimee,w w muUmA I.aNNm meWmamm.a,ram,: 'emee�'•'mW u w n u n I. n m. ,. OWNER: ,"•"B/'°° "•" m m m ,s m .m m m Nick Johnson NWmA0141w A+�.Im..r.mdm.P•«•.m.�...G.�r...,,.w.n.m.�,w.am.�M.E.w.«mPm�m.m. shatkendwhale425@gmail.com r r ey, P•=I.a�m.am,mA NMPeevaP•bmmsme. ADDRESS: 2/4 ":` a.m^•e„e<.Iw.le.ama..,m.<I. 425 Bay Ave. ,A, , ,.mm.A.,m.,m�m^;w:PIA�Nm m�m.Ilermmr.Nw.gmmwnvee^m East Marlon,NY 3A0 •+aNT/AlMmw rmvnn'mmma N TITLE: NAILING SCHEDULE AND DESIGN CRITERIA SCALE: DATE: DRAWN: CHE<AED: Iz•r-s• zon.Ds.I MOJECT NO: DRAWING NO: REVISON: 2<S DI A-1 PROJECT SPECIFICATIONS GENERAL NOTES STRUCTURAL DESIGN LOADS PEWECTNAME: Deck&Screen Porch SITEWORK I. ALL INFORMATION CONTAINED ON THESE DRAWINGS REGARDING EXISTING FACILITIES IS TAKEN FROM R101.1-LOAD I. EXTENT OF NEW CONCRETE WALKS AND LANDSCAPE AREAS DEPICTED ON PLANS IS DUCRAMATIC. DRAWINGS FURNISHED BY THE OWNER OR FIELD OBSERVATIONS.CONTRACTOR IS REQUIRED TO CHECK WE-WEIGHTS OF n4LE-AM LOGTRUCTI.SWNL BE USED FOR DTERHIN:NG DAD LCm WITH CONTRACTOR SW COORDINATE WITH OWNER REGARDING OPTIONS AND FINAL DESIRED LAYOUTS. AND VERIFY ALL INFORMATION IN WE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.ME SHALL CDGIORATION FOR THE DEAD IOAO OF-SERWCE EOPMEM. Z. FOUNDATION DESIGN IS BASED ON PRESUMPTIVE BEARING CAPACITY OF TWO(2)TONS PER SOUAIa: NOTIFY THE ARCHITECT W WRITING OF ANY DIFFERENCES BETWEEN WHAT IS SHOWN ON THESE R3pL5 LNE LOAD FOOT.SUBSURFACE MATERIAL 15 PRESUMED TO BE WELL DRAINED SAND ANTI GRAVEL'W"' DRAWINGS AND FOLIO IN ACTUALITY THAT WILL MATERIALLY AFFECT THE PROJECT AND OBTAIN THE THE""U FORMLY OSTEBUTFD LIVE LDAD STALL M AS PROVIDED IN TABLE RHOM ARCHITECT.. RUN VAR]FROM THAT PRESUED CONTRACTOR IS TO NOTIFY TEE ARCHITECT IMMEDIATELY ARCHITECT'S WRITTEN APPROVAL BEFORE PROCEEDING. PRIOR TO PROCEEDING. 2. THE WORK SHOWN ON THIS DRAWING AND ACCOMPANYING SPECIFICATION IS INTENDED TO INCLUDE ALL TABLE R3m.5 w J. SHOULDEC CONW ORIMREMITTER PROVIDE SEWING AT IES,AND THE AM IC.SUNNI NIDE REQUIRED LABOR ND,MATERIALS NECESSARY'TD CONNOTE THE PROJECT IN ITS ENTIRETY.WHETHER SHOWN, MRAIRM APAYWLY bS1EBUfaD LIVE LOAPa(W NUNS P<A SOJ4ff FOOT) - Matthew ��+�Q\A/ Busch PROTECTING ITIMS E MATERIALS.PROVIDE OTHER PROPERTIES,AM THE AND EL SHORING DESIGN REQUIRED BE DESCRIBED,MATERNALLY WRIER.REWRED,OR INFERRED. ,Y, L �i Y v TIE RESPONASIBUTY OF THE CONTRACTOR. 3. CONTRACTOR SEAL VISIT THE SITE AID,REVEW EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. USE TIVE LOm 4. EXCAVATE,BACKFILL.COMPACT AND GRADE THE SITE TO THE ELEVATIONS SHOWN ON THE DRAWINGS, L THE WORK SMALL BE IN CON ECRIANCE THE RESIDENTIAL CODE 2010 OF NEW YORK STATE(ARC 2RIB ASTTICS THOUT TOUGP A`DIOR AS REQUIRE SMALL. TO MEET THE DESIGN INTENT AND E INGT F FOUNDATION AWAY FROM STRUCTURES, ADOPTED BY MS)DID CHAPTER II OF THAT CODE,THE NEW YO K STATE ENERGY CONSERVATION CODE W-TAEBLE ATTICS- RST O STMA4EA< ° -ARCH T E C T- 5. BhCI(FlLLWG SULL TAKE RACE ONLY AFTER ADEQUATE BRACING OF FOUNDATION WALLS IS W PLACE. 2020(IECC 2018 AS ADOPTED BY VIS),ANY AND ALL APPLICABLE LOCAL CODES,AND THE ANTHINAL 1-1 p na AND ATTICS SERVED Mm FILED STARS O 6, PROVIDE ONLY CLEAN BACKNLL MATERIAL ELECTRIC CODE(LATEST EOTIOO. BALCMIES(EXTEEOR)AD W[XS <0 7. CONTRACTOR TO MARK OUT ALL EXISTING UNDERGROUND UTILITIES PRIOR TO START OF WORK IF S. ALL PERMITS SHALL BE SECURED BY AND AT THE WE NSE OF THE CONTRACTOR WHO SMALL GIVE ALL YNE E]W45 AO IMMEDIATELY UTILITIES NOTIFYYTTHE OWNER AND IHTEW�N�E 1�TRUC PERMANENT IONS.FACILITIES BEING CONSTRUCTED, NOTED.NO ANN S BYLAW HALL TART UNTIL WE BUILDINGS DEPARTMENT APPROVAL IS OB TESTING AND INSPECTIONS.TAINNEED AND AA OTHERWISE U---CGII-E.- 20tl. 2615 Union Blvd,Islip,IVYF 11751 BULDWG PERMIT ISSED.IN ALL CASES,THE MOST RESTRICTIVE LIMITATION OF ANY APPLICABLE PAC_ xGER vfx=(ie Te�RdicE 516.429.1122 <SSIC REOUREMENTS SMALL BE FOLLOWED BY THE CONTRACTOR. WXM 91n ICEN SEA- AO I. PROW E UST-WFLACE CONCRETE,INCLUDING FO NWORK MD REINFORCEMENT,AS REWIRED TO 6. ACCESS TO ALL AREAS OF THE BUILDING,CONSTRUCTION OFERATIOM(AND Rim SHUIOOWM SHALL TNRS R 3 0 m b@mbarchitect.0 s COMPLETE THE CONSTRUCTION SHOWN ON THE DRAWINGS ANTI AS SPECIFIED HEREIN. BE COORDINATED WLTN THE OWNER OMTIMES. - W W W.m V arCll lteCt.0$ 2. CPLY WITH AD 301,'SPECFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS',EXCEPT AS 7. ALL EDTS SHALL BE KEPT READILY AVAILABLE AND UNOBSTRUCTED AT ALL TIMES.MDIFED HEREIN. a. DO NOT DETERMINE DIMENSIONS BY SCALING DRAWINGS.ALL CONSTRUCTION DMENSIONS AD DETAILS A ELEVATED GARA6E ROBS 3HALL EE[APAwE ff GNiRBTMG A LOOOP(IAD LOAD MkED OUR A 20SWARE- 3. PROVIDE TRANSIT-MIX CONCRETE COMPLYING MTN ASTM C94.COMPRESSIVE STRENGTHS TO BE A MIN, SHALL CONCLIR WITH AND BE DETERMNED FROM THESE DRAWINGS.IF ANY REQURED DIMENSIONS ARE OSN A9EA ALL CONTENT INCLUDED ON THIS OWING SET UNCLUDING,BUT NOT OF 3000 P51 AT 28 DAYS PROVIDE CERTIFICATIONS TO OWNER HOT INDICATED,DO NOT PROCEED WITHOUT REOUETING IN WRITING FROM ARCHITECT. fl IMNA EA. ATTICS MixO1T 700.44E 41E TNT WHERE DIE[URA IEDM BETWEEN.DISiS AND RAFTERS LIMITED TO,DESIGN INTENT.DRAWINGS,RENDERINGS,GRAPHICS AND G. TEMPERATURE IS TFOR PRO AMINO LSREGAEES F.FOR THE DAY OF AND FOR FINE DAYS AFTER POUR OR 9. LARGE SCALE DETAILS TAKE PRECEOBVCE OVER SMALL,REPETITNE FEATURES NOT COMPLETELY IS NOT NNE THAN LZ WMESWMNE TOTE ARE NOT TBO OR-AOM Y EES WITH W'EB TEXT)IS THE PROPERTY OF MATTMEW BUBCN ARCHITECT bID AS SUER RUNS FOR PROTECTING CONCRETE DESCRIBED AMIN DETAILED SHALL,BE CONSTRUCTED IN ACCORDANCE WITH CORRESPONDING CNFIGIPATOS CAPABI OF AC[D9M00411M AN ASSUMED REC-I-E Ai NIXES IN WIGHT U 8 GAMES W SUCH IS RNOTECTED BY US AND INTERNATIONAL COPYNI6M AND 5. NUDE REINFORCEMENT OF TYPES SHOWN ON THE DRAWINGS,AM COMPLY WITH ASTM 615,GRADE 40, FEATURES THAT ARE COMPLETELY DESCRIBED OR DETALED. MUM W NEATER WOH:N THE RAE OF THE TEIWML THIS LYE LOAD HEED NOT R AS9HED TO ACT OTHER INTELLECTUAL PROPERTY LAWS. IRTESS OTHERWIS:Wpl[ATED. 10.ALL CONDITIONS LAYOUTS,ETC.IABNED AS'TYPICM'INDICATE WE WORK TO BE EXECUTED FOR ALL CONCUD9OLY Rim mY OTHER LINE Lam REWUEMaxTS. 6. CODOLIDAIE CONCRETE IN ACCORDANCE MTN AC[309. SIMILAR CONDITIONS. C BDO:OUAL TAR TRFdW SMh'L BE LESHOWD FOR THE IMFOESY DEORGU D LIVE LOAD OR A}p°sNPD ANY UNALTNORISED REPRODUCTION OR COPYING OF THE DESIGN OR 7. PROVIDE CONCRETE THAT IS DENSE AND,FREE FROM HONEYCOMB MD OTHER DEFECTS. II. THE OWNER PESEREL THE RIGHT TO DELIVER,PLACE RFD,INSTAL EORPMFNi AND FURNISHINGS AS Cd[ENTRATEO TDm mnxG-AN AEA ff A SUITE PIUEi x3GGEWA PltpgXES THE GIEATEA IMAGES FEATURED 1N THIS DRAWING SET AND BELONGING TO 51(ESSES MATTHEW BUNCH ARCHITECT MAY pESAT IN LEGAL ACTION. 8. MACE CONCRETE LASS ON SOIL COMPACTED TO 95%MIN.WITH W POROUS FILL FILL EXCESS CUTS THE WORK PROGRESSES,AS LONG AS THERE IS NO INTERFERENCE WITH THE WORK OF THE D.A SDIE COHMNNITED LOUD AHED W ANY D:,ECTUM AT ANY PONT ALONG THE TOP. WITH CONCRETE.REMOVE FOREIGN MATTER AND AVOID SEGREGATION AS MUG!AS POSSIBLE FOOTINGS CONTRACTORS. E.SEE SECDDH RGW.I FOR UFTAS ATTACHED TO EXTE HOR WALLS. ARCHITECT OF RECORD: SHALL HAVE A MINIMUM OF 3'-0 COVER U.ALL DIMENSIONS AREACTUAL EXCEPT DIMENSIONS OF CONCRETE MASONRY.BRICK UNITS AND DRYWALL F.cuAm W-FILL[WFIXEMTS ALL THro�E-CEPT THE NA --BALuiIEM Aa PAIL F-.suu BE MATTHEW CHAFFS BUsu! 9. MACE FOOTINGS ON UNDISTURBED,VIRGIN SOIL TO A MINIMUM DEPTH OF 3'A'BELOW ADJACENT PARTITIONS WHICH ARE W MWAL. IES4HGO TO WITMTAND A HpnidAALLY HIRED rv0a<AL LOAD ff M MUDS DM M AEA E TO I BOWRE NY5 LICENSE N0.042VB3 GRADE. 13.CONTRACTOR SHALL I'MISH AND INSTALL ANGLES,STRUTS,BRACMETS,TOGGLES,EYE BOLTS AND ALL FOOT.THIS LOAD NEED NOT M ASSUMED)TO ACT CON[1MENTLY WITH dM OTHER LINE LOAD REOAIEPEM. IT IS A VIOLATION OF WE LAN FOR ANY PERSON,UNLESS ACTING ACCESSORIES FEW ED TO PROPERLY SUPPORT BRACE AMIW REINFORCE ALL FINISHES,FRAMES, EUBDAOE ATTICS WIN TENTED STORAGE ARE THOSE METE THE..HEIGHT BTwFEN.DIS.AND UNDER THE VIOLATION OF OF A LICENSED ARCHITON,TO A.IER MY SM EQUIPMENT,ETC RATERS G 42 HGES OR GREATERMMERE THERE Off TWO OR MOW ADI 1TERccc WIN MB DRAWINGS,SPECIFICATIONS.IC OR NSED TO MUCH SEALOFM I. MASONRY UNITS SHALL BE EXTERIOR GRADE CONCRETE UNITS-HOLLOW LOAD BEARING TO MEET ASTM- U.ALL MATERIALS.EQUIPMENT AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ALL [OFINWATOS tAPdazED dC[vn0mm&AN ASSUED IECTAMTE vt UXUESWHEI-WtL WOESIN ARCHITECTHASBEEN TUTTED IN ANYWAY.T MITEMBEADING THE C90,SET PLUE.IFEL,AND,TRUE IN MORTAR BED ON BOTH FACE SELLS AMID WEBS WITH TOOLED APPLICABLE CODES,AND REQUIREMENTS OF ALL GOVERNING AND REGULATORY AUIHORTIESHAWING a.DMMOEA1F0.MTHW TUE RAEff METRUSSES lUE LIVE LOAD HEED ONLYU ePFLU TO TxOa'£ FALLOF AN ARCHITECT IS INAN D,THE ALTERING BEMIECT JOINTS.00 NOT LAY IN FREEZING WEATHER OR WHEN MOST IS EXPECTED FOW HODS.LAY IN .ILRISDICTION. NRiIOHb ff WE JO5T5 mR TRIAS WTTM OIMDS YnERE ALL D THE YOLOWWG CDDmDS AW MET:THE SMALL AFFA TO HIS ITEM THE ALTERING NOTAT W HI TEfTO RIINMNG BOND. T£M1sS-0-ff THHE JDAIS M TOGS WTTOHfxtlD2NDAL BE OGo FMAUff- BM FOLLOWED BY TE OF SUCH E.ALL WALLS AD/UR PARTITIONS SIA11 EXTED FROM FLOOR TO UOERSIDE OF[ONSTRK7TON ASpVE, GGTRB CWCU EGNT LIVE LOAD ff HOT LESS THM ICE PONCES PER 5 THE FOOL: 2. MORTA9 TO MOOT ASTM{210 FOR TYPE M W17H SALT FREE SAND AND CEMENT. PALEST OTHERWISE NOTED. ALTERATION.AMA HE ALTERATION. •mEATTCAffA RACCE55EO ROM AN ffEN NEW hDT.THEATN20IMESINwDm BYL MES.SIN WOOD AND PLASTICS 16.PARTITIONS SRLL BE[OMINWLG SURROUNDING BUST�N EQUPMENT.fDRNISI NECESSARY ANGLES. THE TMTGLOAOIDYOffJSTIE MT IENES ARE OTDRTER LESS HUM 2THAN.WALE VERTU. �y (FFann. fIONTRAC ETC.,TO COMPUTE ALL CEILING,A p THE SL0FE5 CF THE JOISTS W 1RIS5 BOTTOM[HNOID3 ARE Di 4RfdTR mAN 2 VXt6 VERTICAL TON O .j1 Fe 1.2 ALL WOW COMING IN CONTACT WITH MASONRY OR SHALL I PRESSURE TREATED. I7.CONTRACTOR SHALL INSTALL AT CEILING.4D WALL ACCESS DOORS SPECIFIED AND AS REQUIRED FOR RE HUP ICE I =AFT 3. ALL WONT FRAMING MEMBERS AGED IN EXTERIOR HA LI[E DO S SHALL BE PRESSURE TREATER. MECHANICAL TRADES. C REOARED DHaAmN IF GGEG.IX THAN THE UOT M TRUES DES BOiiIO MOD HERDFA CTOR 3. ALL.FRAMING TIMBER AND DIMETGIONAL LUMBER SHALL BE DOUGLAS FIR OR HEM FIR N0.I GRADE OR I8.THE CONSIDERED MQ ELECTRICAL A WORT(SHOWN ON THE ARCHITECTURAL DRAWINGS 0.VE TO BE H.GLAZING UEDW HU BE dS5E To A THE ONCE BE OS141LN W1m p SAFtt FACTGR ff A.nE BETTER. CONSIDERED SCHEMATIC ONLY AND ARE TO IDICATE THE FUNCTIONAL I1SE OF THE SPACES SAFETY FmTOR SXAIl IN tw<>®TO CAM ff THE CWX£NIPARII LOAF,AWED TO THE TOP ff THE RpA. f 4. ALL WORK 0 BE OANDRAL NAILS TO BE HOT NIPPED GALVAVIZEO. 0.ALL NEW PIPING AND ELECTRICAL CONDUITS STALL BE CONCEALED WITHIN PARTITIONS AND CEILING A G TO THE LOAD ON THE WILL CO POAWTS THESE LOADS SxA1 GE DTDMW o NARODENT W DE .T 3. ALL WORK TO O ENTS AN LEVEL.STRUCTURAL OAR PLUMB. WHEN INSTALLED FIE-RATED WITHIN HABITABLE OC[UUBLE SPACES. Mn-AND LNNDS ARE 4S9AED NOT TO OCCUR RTH ANY OLMR LIVE LOAD 6. FRAMING COMPONENTS RFD,WOOD STRH ROUGH PANEL SEATING AND SOUL BE FASTENED IN 20.WHERE FlRHRATED PARTITIONS ATE SCHEDULED.CONTRACTOR SHALL PROVIDE TYPE%GYPSUM WALL p3pL6 ROOF LOAD •� 0�2983 0 ACCORDANCE WITH TABLES R60tS(ADRAFTNSWIN(4)OF THE 2020 RESIDENTIAL CODE ff N15. BOARD. THE ROff MNLLOOSGHED FaR THE LIVE LOADDDCATEOM TALLER)DI.A°RTHESNOWLOADINOCATEDIN r `t 1. CONNECTIONS FOR CEILING JOISTS AND RAFTERS SUIT BE FASTENED IN ACCORDANCE NUN THE 21.M.L.CONCRETE BASES FOR MECHANICAL AND ELECTRICAL EQUIPMENT.WHERE REWIRED BY EOIIIPMENT ilAE NO.21».-CVPNR G 4REATER FOF NE'N FASTENING 5[XEORES PROVIDED IN THESE CONSmlICi1RN W[IIMEMS. MANUFALTUfERS,SMALL S BE FURNISHED AND COORO4WTED BY CONTRACTOR THE EXACT SIZE,HEIGHT, 8. NOW DE TIE DOWNS MD,STRAPPING AT ROOF RAFTERS M0 ELSEWHERE AS INDICATED ON FLANS. LOCATION AND STRENGTH SMALL BE OBTAINED FROM THE CONTRACTOR'S APPROVED SHOP DRAWINGS Ten F Rb1.0 9. NUDE FRAMING ANCHORS A MARGINS APPROPRIATELY SIZED AND FASTENED PER MANUFACTURER FOR A0 VERIFIED BY THE ARCHITECT. MUHMUU ROD UVE PER SONff YOpT D 1DEZDAAROEC1IOH ALL FLUSH CONNECTIONS. CONSULTANTS: 10.NOTCHING M BORING OF JOISTS AND lALL RAFTERS S CO FIRM TO THE REODUMENTS OF THE WFCM BUTSRO£ 1kOrtAU TmDED-11x SWAP FEET FOR MY SRWMA.HfrAoffA OR PER THE MANUFACTURERS REQUIREMENTS FOR ENGINEERED LUMBER. 2m To- PEA 6W RENOVATION-NOTES wT ORE E FS TN N A 2 1. IN ALL FRAMED WALL PROTECTION ALES ffR FOOT Q3) I. IN ALL FRAMED WALLS FLOORS AND ROOFISM LIL B INSTALLED ELEMENTS R THE BUILDING WA THERMAL LESS HINGES PER FOCI(I;)TO u u U ENVELOPE,A OF IENAPM RETAAfER SHALL BE INTMLED OR BE INTEGRAL ON THE WARM-IN- I. WHERE NEW TO ALLIICTIOV IS E IS CLOSE AN RUCTION W DR IS SH D FACE S OF AN ET ICAL WALL OR It55 m4y 12 MGES Ra YWi NU) WINTER SIDE O THE I"ATIW. PARTITION,li SHALL MATCH EXITING CONSTRUCTION AND FINISHED FACES SHALL BE TYPICALLY FLI1S4 2. INSULATION SMALL NOT NAVE AFLAME-SPEAR DOER OF NOT GREATER THAN 25 WITH A SMOKE- (MESS OTHERWSE NOTED.MATCH FIRE RATING OF EXISTING CONSTRUCTION UNLESS OTHERWISE Rg U vp B PR FIAT(L» U U U DEVELOPED INDEX OF NOT GREATER THAN 4501N ACCORDANCE WITH SECTION 002.10.1 O 71E 2020 NOTE".N.O.N.) AND 4&"AIER RESIDENTIAL CODE OF MI5. 2. WHERE EXISTING PARTITIONS ARE TO BE REMMOVED MD INTERSECT EXISTING PARTITIDNS EC EDULED TO S. ROaP SHINGLES SMALL E 3200 FIBERGLASS AS SELECTED BY OWHEA SWT BE INSTALLED W M B REMAIN,PATCH REMAINING EXISTING PARTITION A FINISH TO MATCH ADJOINING CONSTRUCTION. ACCORDANCE WITH SECTION R905.2 OF THE WIN RESIDENTIAL CODE OF NYS. 3. CUT NEW OPENINGS W EXISTING CONSTRUCTION WHERE REWIRED FOR INSTALLATION OF NEW DOOR p3pM i OBLECIION4n.r,. V r .ea,.�.AK•w.an•�' 4. FLAN1 ALL OPENINGS IN ROOFS AND WEIR W WALLS AT ROW VALLEYS.CHIM EYS AND ALL ROOD AND/OR WINDOW ASSEMBLIES.MOV E SURROUNDING CONSTRUCTION AS DETAILED GR TO MATCH THE W d4LOWASE DIRECT.OF ANY Sla[IUUL MEHIOER UNDER DE LIVE LOAD LISTED ix SECTOR R3DL5 5. fN aND ACALMINTERSECTIONS. EATING. OFIEBIPEDIN RSO21 EMCEED VRDESN inxc HINT. ALL OPENINGS AND IN EXTERIOR WALLS.COLOR AS SELECTED BY OWNER 4. NEW PARTITIONS WITHOUT A FINIS!SCHEDULE DESIGNATION SMALL BE FINISHED TO MATCH WERON.ON KIND LOmS SECT. SMALL NOT THE SPACE(S)THAT THEY AIR IN. TABLE-I, 5. REINFORCE EXISTING POTATIONS AS TO INSTALL FEW CASEWORK.PATCH PARTITIONS TO ALLDnmTE DFPLf[T GEE MATCH STEDTURLL MENBFRO« MATCH IDMTTENON OR PREPARE LNG WALLS TO RECEIVE NEW FINISH AS RESULTING SCHEDULED. 6. OF ALL OPENINGS IN CE S ARY WALLS SClEOA®TO REMAIN AESLLTWG FROM DEMOLITION WORK STEDTUUL IEHSBM ALLOeew c CFfTFCDOH SC OTHER TRINES AS D NECESSARY TO CLOSE OPENING AND MAINTAIN INTEGRITY OF POSTING OR Do FEE RATEDED TO NUDE a4FiEHG HUVOG5LO 5OEATOT Truv.aamm uE0 1. SL AL WORN AS RECURRED LA TO PROVIDE FINISH FLOOR PLUS!AND LEVEL WITH ADJOINING FINISH YIMSH®(FAD'G NOT ATTACHED D TO R<FnRS SURFACES.REMOVE ALL LAYERS BS EATING ROOMING AND ADHESNR DOWN TO CONCRETE R VIDE MTEADR wmP a AND-T- SUB STRATE.LEVEL EXISTING SUBSTRATE WITH CCCROAHG OUS FILL OR WOOD SLEEPERS TO PROVIDE A SUBSTRATE TO RECEIVE SCHEDULED FINISH W ACCO0.0MCE WIN SPECIFICATION AND FINISH ROOR3 I u36p MONACTU{ERS•REQU AIR AND. B. GONAD SHALL.REPAIR ANDANY'DAMAGED FIREPROOFING HEACMENEREOUIRI:D RATING. ADG )1wTTIF YDNSES{WOADy STIR U3M 9. IF FLOOR SURFACE IN TI GTING TOILET ROOMS BEING ACCEPTABLE T HIGHER THAN ADJOINING FINISH. STUCCO REMOVE THE AM SETTING ER FWALL F SUBSTRATE ACCEPTABLE TO INSTALLER OF NEW FINISHES. ffRixGS--I-OnIDNG D- 1 UAG AT ANY WALL NTH TEE,WHERE WALL FIN A W DO ALL WORK REQUIRED TABLE TILE TALL BRAD) lESURFACE WF GWB)TO ACHIEVE THE FINAL WALL CONFIRMATION ACCEPTABLE TO INSTALLER OF HE FINISHES ALL OTHER SIRIXIWAL MFY9ENS ULO REV: DESCRIPTION: BY: DATE: EXiETNIM WARS-wPM LOADS,Mm RATER ON i w3W 2 MB 30z5DID4 S W<O FWSH AS-Buar ME, M35.W.3B EalFJ66R WATLsrAD LOAos+MTH OTr�N HDATTNE wz4p fIMSES - -En PLAN TO OWNER Ma 2O2AD9.1] EXTEEM wm19 WND LONR+WUTH NEYIax FWISES wD00 - ISSUED FOR FILING HB 2024.05.10 11YTFLaSPA CRTWG MVSDDY VEHEEA 1Ml1S U65D _ ISSUED FOR REVIEW MB 20M.M.30 E- A.-WE RRP05Eff1Hff DE1flW'NPD OS`£"'OIT°°'S HEREIN THE WAD LOUD SWLL aE REVILE°To. Construction Document TAKEN m 0.1TDESTIECO`D-AND[*GLASBLCAWOTTADEDFiDMT4WE R3,M). fl FOR C4HTNEYDN H EMEO5.L]HAIL 8-TA®!AS TMff THE-G.OF THE CAMABYTL C.FOR ALIMIU➢f STMDMdL.FILL$MEMELS USED W RODS OR WAILS OF GLUEREWf AWTIONS OR PATIO OWNER: COVERS-NOT SIPRWTING EDGE OF GLASS OR SAYO.WMPANELLS.THE TOTA-L LERECTION 3HAL NOT Nick Johnson FXGfI UM.FOR[MRAOS AUIWIM STECT WL NEMBEAS SU IGNTWG EWE OFGIAGE.THE TOTAL LOAD DE ECTIWSNLLLNOTEXCEEDUnSFORELMMASSLIEONUAD1.THEEMCEETEGTNffTHEhEP.BR. shaRkandwhale425@gmail.com WHIUEWDG�TEN 'FOR-CHPAILSGSEo WRaffaaR-ffs6NaMNONTONGW PdTO COVERS THE TOTAL-OTECTIM SHALL NOT EXCLEO U120. ADDRESS: D.ODEYLa POONNH FOR wEXXTEMR WAtIs WITH Wieaw GYPSUM BOA D FUSH v BE LOY ED To AN ALOwANE 425 Day Ave. IETR TO SC{nM Mp3.62. wpLXxDHNHU-SUAG East Marlon,NY FOR THE PUWDSES OF THIS COME.DEMOS ff LUMBER SPECIFIED SKILL RE OEWD TO BE NGMmAL DHEHGIO N TITLE: I`'°-Ess i�EUFI[A"'°Evu"Tmu°<TUN-°PEHs°HS GENERAL NOTES AND SPECIFICATIONS SCALE: DATE: DRAWN: CXECM1ED: •Iw• zpzApsa PROJECT NO: DRAWING NO: REVISIHW: ua m A-2 r ZONING PROJECT NAME: Deck&Screen Porch S80 Anmhmrnr3 AR N°>NI-IarmFl-I-.4 alw..�+.rlafulFu_.E°atml��nv�iirc.r�Oivn:IarinvF u..m lafn4NamlF u_s..v-mni ARCHITECT: bI ° D w Matthew Busch M TECT- 2615 Union Blvd,Islip,NY,11751 516.429.1122 mb19mbarchitect.us www.mbarchitect.us ALL CONTENT INCLUDED ON THIS DRAWING SET(INCLUDING,BUT NOT LIMITED TD,DESIGN INTENT,D NGS,RENDERINGS.GRAPHICS AND _ TEXT)[SIRE PROPERTY OF HAT TMEW BOSCH ARCHITECT AND lS SUCH IS FHOTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY- ANY UNAUTHMISED REPRDDUCTIDN OR COPYING OF THE DESIGN OR IMAGES FEATURE°IN THIS DRAWING SET AND BELONGING TO • - \ MATTHEW BIRCH ARCHITECT MAY RESULT IN LEGAL ACTION. ARCHITECT OF RECORD: MIT—CHARLEs A— F LICENSER YPER 2083 IT GE A VIOLATION OF THE LAW FOR ANY PERSON,LITO A ACTING �- WIDER THE DIRECT ON OF A.OR REPO ARCHITECT.TO ALTER ANY OHITE I.SPECIFICATIONS.IN ANY W.TO WHICH SEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY W.IF AN ITEM BEARING THE .4 SEAL OF AN ARCHITECT IS ALTERED.THE ALTERING ARCHITECT A' B HIS TTEM THE NOTATIONRED•�('\ '• - ^� BY FOLLOWED,BY TE OFF SOCH ALTERATION,AND HE ALTERATION. (EOP't^r- Ir FN Pap t�\,�� -il✓' .,�-• R' maO CONSULTANTS: ok 0p,� , / if * •;r- r^ i gy4. p! lie REQUIRED SIDE YARD SETBACK b S� b PROVIDED:24.2'COMPLIES Y F. 'CDT' PROPOSED SCREEN ORCH AT EXISTING' /' REAR DECK(392 SF � , a.Do:� '.�t �� a�«� /• '� REv: 0.SBUI DESCRIPrION: HB DZOES.OI.oA : , \ /goo ., a - .l�''�:'Y- •$a �/'�56 0.��LLL- /A•'_1P��S la , ASBUILT MS t02B.OG.2B �'•j�' . Y r`\ ,! �4 S" '?.•� ° `_ ' / y— O� .a�J'° - REWSED PLAN TO OWNER RS zN 09.ls ISSUED FOR FILING MB 2024.05.10 0 STA SS EO FOR REVIEW na z°zA.w.3o!/�//��,�;'�C -,/✓ ``1 io¢ $fir // °tea, Construction Document OWNER: Nick Johnson sharkandvvhale425@gmail.Gom ADDRESS: 425 Bay Ave. East Marlon,NY TITLE: ARCHITECTURAL SITE PLAN ' - INFORMATIDN SHOWN HEREIN BASED ON SURVEY PROVIDED BY SCALE: DATE: DRAWN: CHECKED: JOHN C EHLERS LAUD As mqulm zozc.Ns.l • SURVEYING,DATED OS/1012001. PROPOSED ARCHITECTURAL SITE PLAN PROJECT NO: DRAWING NO: REVISION: SCALE: 1°=30'-0° �°°' A-3 CONSTRUCTION LEGEND PROJECT NAME: Deck&Screen Porch DOOR T LYPE -BEE SCH =NEW CONSTRUCTION ARCHITECT: 20C Matthew Busch SEE SCHEDULE —ARCH ITECT— `NEW CONC.FOUNDATION WALL AND FOOTING I I 2615 Union Blvd,Islip,NY,11751 516.429.1122 ————————— =CONSTRUCTION ABOVE/BELOW - �I I mb@mbarchitect.us I =EXISTING CONSTRUCTION 7 REMAIN — i�I www.mbarchitect.us ii SlZ�S1S S= =EXISTING CONSTRUCTION TO BE DEMOLISHED t I n i ALL LIMITED 70. MIGN INT ON THIS DRAWING SET(INCLUO RINO,BUT NOT LI TEXT)IS THE PROPERTY OF MATTHEW BUSCH EACHITEC T—AS APIGM AND EXISTING RAIL I I I w SUCH IS PROTECTED BY UB APOI INTERNATIONAL COPYRIGHT AND =FRAMING-JOIST(TYPICAL SPAN) TO REMAIN i i t OTHFR INTELLECTM PROPERTY LANs. IRI Y ORISED REPRODUCTION OR COPYING OF TIE DESIGN OR =FRAMING-JOIST(INDIVIDUAL) I IMAGES FEATLO ED IN TNIs DRAWING SET AND BELONGING TO I MATTHEW BLRCH ARCHITECT MY NESULT IN LEGAL ACTION. ———————=FRAMING-BEAMRE:ADER/GIRDER ( — — _____ _ _ ____— ARCHITECT DF REGORD: MATT HEW LHun. BUS 1 t NEW 2%10 LEDGER NEW 2XI0 LEDGER �� NYS LICENSE NO.OGPAS IN=(2)2X4 POST g=(3)2X4 POST i I IT IS A VIOLATION OF THE LAW FOR ANY PERSON,I—ESS ACTING LDIDER TXE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY O=STEEL POST j NEW STAINLESS STEEL Imo, Icy, NEW WOOD BURNING STOVE, ARWITE SHAS BBEEN CRIED INN ANNY WA OR Y IF AN IIT�EM EeEARING AN LINER IN E%.CHOMNEY EXHAUST THROUGH EXISTING SEAL OF AN axHOEGT IS ALTERED.THE ALTEROIG ARCHITECT ( N CHIMNEY.PROVIDE NON ) sleaL— TOws— TT�ImTArwN•a.TEREO I — COMBUSTIBLE FLOOR BELOW III FOLLOWED BY TE OF SUCH I _ - AS PER MANUFACTURERS ALTCW1ON,AND A HE ALTERATIGN. t N - SCREEN PORCH -- REDUIREMENTB - o /�- p�°��GNMtFWr � 2 i 392 SF z I - 3 EXISTINGWOODDECKBOAXINGTUBPLUMBEDTO EXISTING HOUSESTICSYSTEM I I 3Di8' i I ( I CONSULTANTS: , { t I 74I' T-II' 7-II' PROPOSED 6X6 POST WITH LINE OF ROGF PROPOSEG BCREEN PVC WRAP(TYP.OF B) ABOVE ENCLOSURE Q ' I A-6 �1 PROPOSED FLOOR PLAN 1 SCALE: 1/4°=1'-0" W I� LV / EE 8E= ^I E% 10 LEDGER TO REMAIN ———— Y I� .V DESCRIPTION: BY: DATE: 2 ASH3UILT !® ZO20.OLOL ----- _--- E%(2)2%10(VIP) —_— —�r_ 1 ASAUdT MB tOZE.04.EB / -- --h - —E.PLAN TO OWNER MB EOEC.00.IS I - ISSIFD FOR FILING MB ZOE4.05.10 IS'DIA IS-DIA - Iss 0 FOR REVIEW MB zOu.aA.3O EXISTING DECK ® A-6 STATUS: �0�T0REM"" 1. Y Construction Document EXISTING FOOTINGS I w DNNER: TO REMAIN,TO BE Nick Johnson vERIFIED IN FIELD = sharkandwhale425@gmail.com I � o mola<ss: Ex(z) { (VIP) /� I 425 Bay Ave. IB- -————— --- UL—_ IS,D --- -----CtiT' 6X6 POST SET ON 11BB East Marlon,NY ABU POST BASE AND nnE: SONDTUBE FOOTING, ED EO PROPOSED PLAN @SCREEN PORCH TYP. ' 32'-2' SCALE: DATE: DRAWN: CI¢CRED: m mmum z°zL.Rs.I POSED FOUNDATION PLAN TWOIECTNO: DRAWING NO REV9p: A-4 2 � SCALE: 1/4°=1'A° CONSTRUCTION LEGEND MIMETND,E: Deck&Screen Porch DOOR TYPE SEE SCHEWLE =NEW CONSTRUCTION ARrNITErn 204 D WINDOW TYPjE EXISTING Matthew Busch SEE sc)eDULe DWELLIN rO REM aN —ARCH I TECT— 'NEW CONIC.FOUNDATION WALL AND FOOTING -------------- 2615 Union Blvd,Islip,NY,11751 ————————— =CONSTRUCTION ABOVERIELOW A7 6.429.1122 mb@mbarchitect.us 0 =EXISTING CONSTRUCTION TO REMAIN WWW.mbarchitect.us EXISTING CONSTRUCTION TO BE DEMOLISHED au CONTENT N—ED ON THIS DRAWYNG SET ONCumNG,Bur NOT LIMITED TO.DESIGN INTENT.DRAWINGS,RENDERINGS GRAPIICS AND TEAT)IS THE PROPERTY OF M EW BI ARCHITECT AND AS SUCH IS PROTECTED BY LE:AND INTERNATIONAL COPYRIGHT AND FRAMING-JOIST(TYPICAL SPAN) —NrELLECTUAL PRJFERTT—S. OMSED=FRAMING-JOIST(INDIVIDUAL) A—SS FEATURED INNTN A DRAWING SET ANODUCTION DR D B-G DESIGN OR MArTHEW AUDEN ANCHITECT MAY REMT IN LEGAL ACTION. ———————=FRAMING-BEAMh1EADER/GIRDER ARCNITE[!DF RECORD: MATTHEW CH4 BIARN NYS LICENSE NO.ND.0120B3 IB=(2)2X4 POST ®_(s)ZX4 POST I - IT IS A WOLATION OF THE LAW FOR ANY PERSON.I—ESS ACTING - LS.1E I WDFR THE DIRECTION OF A LICENSED ARCHITECT.TO ALTER ANY O=STEEL POST ARCF AN HITECT HAG AFEII BCEFN�APP ED INN ANY WWAY FAN IITEM REAWNG THE I, I EAL OF AN ARCHITECT IS ALTERED.THE aTERNG ARCHITECT WOOD 1 HINGLE I SHALL AFFIR TO HIS REM THE NOTATIIXI'ALTERED BY FOLLOWED BY TES SUCH ALTERATION.AND A 9 n"TI •I l s A-6 I I p_6 NEW 2XIO RR®16 OC N NEW 2XIO RR®16 OC 29 i 3' I I �T 018,3.LyO� NEW ZXB ®48 OC i FOF NG-' I I I 2 I CONSULTANTS: --------=-------- --- ----=---------------J s4•-r Q ' I A-6 r,1 PROPOSED ROOF PLAN SCALE: 1/4R=1'-0' - IEV: OES[NPTION: BY: DATE: 2 ASBULLT MB 202s.01.04 1 ASAULLT MB EOEG.OG.IA REVISED PLAN TO oWNFA MB 2.10.1A ISSIf0 FOR FLING MB 20EG.05.10 ISSLED FOR REVIEW MR ..-.AD STATUS Construction Document OWNER: Nick Johnson sharkandwhale425@gmall.com ADDRESS: 425 Say Ave. East Marion,NY rinE: PROPOSED ROOF PLAN SCALE: DATE: DRAWN: rl1ECRE0: m WmuTm zozG.Ds.I PRo.A:cr xo: D—D NO: REV..: u�m A-5 2 R.AtTNAME =I NEW CHIMNEY CAP Deck&Screen Porch q TO BE SET MIN 2A' ABOVE EXISTING RIDGE AxcwTECT: —EXIMatthew Busch AND"NDOEXTERIOR MAI —A R C H I T E C T— \ 2615 Union Blvd,Islip,NY,11751 EXISTING AC 516.429.1 122 SLEEVE TO BE mb@mbarchitect.us REMOVED www.mbarchitect.us 12 ALL CONTENT INCLIAEO ON THIS DRAWING SET ONCLLDING,BUT NOT 2.5 T-- LIMITED TO,DESIGN INTENT,M GG.RENDS LESS.G CS= 2.5 TEXT)IS THE PPOPERTY OF I—THEW BUSOI ARCHITECT AND AS SIKH IS MIOTECTED BY US AND INTERJUTIONAL COPYRIGHT AND OTMER INTELIECTUAL M MIRTY LAWS. ANY LINJIG—OWSED REPROOLCTION OR COPYING OF THE DESIGN OR .O.BEAM - BMGES FEATMED IN THIS DRAWI SET AND BELONGING TO I,LS'-II/2• t J'j'j` tiS;6?'7 "' '<<'j,',^•<rCC'J't't y.;;;•� ••`i Y�7r `1S`'• ,,rrJJ 05�i`y"i' C`7J('.•• MATTNEW INECH ARCHITECT MAY RESULT IN LEWD-ACTION C'7`" SSj i.iU`' ^ ARCNIEW OF RECORD} !/��} 'JltQ� •^J'<.n.^.^S++ (',^^.S•iJ SSn I SSS,(�� C 1' t'rY^,�'S��J'Y tj. 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ROOF N� N� ROOF I AS.-T MB -B.—B REVISED MAN TO OWNER MB 20N..OV.I1 _ TO D BEAM - ISSI£D FOR FILING MR E03C05.10 EL B'- I/2• - ISSUED FOR REVIEW M,, EOEA.04.A0 Y Si,S.^^ is oo 033. ,c'J p Construction Document PROPOSED SCREEN yJ'r�: PROPOSED SCREEN PORCH L 4 L J PORCH OWNER: y "ti Tw} 4 B y Nick Johnson 2'J> sharkendwhele426@gmall.com EXISTING RAIL TO REMAIN, 24 SBa Ave. MODIFY AS REQUIRED y East Marlon,NY 10 3T RR EL O'-0' TITLE !IPA 11111111111T111111111111111 - PROPOSED ELEVATIONS GRADE Q EL(VARIES) SCALE: DATE: PRAWN: 04CREO: 4 NlxArzp t0i<.OS.1 nSIDE ELEVATION (RIGHT) SIDE ELEVATION (LEFT) CT NO: o NGNO, w c REVISION: J SCALE: 1/4°=1'-0° �' SCALE: 1/4'=1'-0° A-V 1 ' • I 1A'-P -0• WOOD ROOF SHINGLES PROJBCT RAMB, NEW FLASHINGING,TIE INTO 112•COX DECKING Deck &Screen Porch EXISTING WRB ZX10 RR 0 16 OC ARCHITECT: Matthew Busch — ARCH ITECT- 2615 Union Blvd,Islip,NY,11751 516.429.1122 _ TO 0.eEAM mb@mbarchitect.us EL 8'-I I/2• W W W.mbarch itect.us (ZI 2XIO HEADER ALL CONTENT NCLUDEO ON THIS DRAWING SET(INCLUDING,BUT NOT PER PLAN LIMITED TD.BE IBM INTENT.DRAMNGS,RENDERINGS.GRAPHICS AND TEXT)IS THE PROPERTY OF MATTHEW BUSCH ARCHITECT AND AS SUCH IS PROTECTED BY US AND INTERNATIONAL COPYRIGHT AND OTHER INTELLECTUAL PROPERTY LAWG. ANY UNNRHORSEO REPRODUCTION OR COPYING OF THE DESIGN OR I IMAGES FFATUI✓ED IN THIS DRAWING SET AND BELONGING TO MATTHEW BISCH ARCHITECT MAY REGULT IN LEGAL ACTION. ARCMITE[T OF BE[ORO! MATTHEW CHARLEG BUSCH SCREEN NYS LICENSE NO.—1. ENCLOSURE IT IS A NOLATION OF THE LAW FOR ANY PERSON,UN-ESS ACTING MER THE DIRECTION OF A LICENSED ARCHITECT.TO ALTER ANY DRAWNGS,SPECIFICATIONS,OR REPORTS TO WHICH GEAL OF AN ARCHITECT HAS BEEN APPLIED IN ANY WAY.IF AN ITEM BEARING THE (2)218 RAIL SEAL OF AN ARCHITECT IS ALTERED.THE ALTERING ARCHITECT SHALL AFFIX TO HS ITEM THE NOTATION'ALTERED BY FOLLOWED BY TE OF SIR:M EXISTING DECKING ALTERATION.AND A g / NE ALTERATION. 70 REMAIN Q i r • -_- -._ IS�TFLR �, 0�29b^3.Lyo EXISTING DECK FRAMING TO REMAIN EL 0'-D. FOp NE'N CONSULTANTS GRADE •j..Ov EL(VARIES) q=< SIMPSON ABU EXISTING FO ITINGS GALVANIZED POST TO REMAIN(TYP) BASE,TYP. 1 =•4 FOOTING PER PLAN ROOF 0.22'X A'STRONG RIVE 1'fi• FRAMING: f SDWS TIMBER SCREWS,FASTEN Q7 INTO EXISTING STUDS SECTION THROUGH DECK 2 DECK INNECTRS 2X0 LEDGER ALL DECK CONNECTORS TO BE HOT DIPPED GALVANIZED BOARD @ROOF , PER ASTM A153 OR MECHANICALLY GALVANIZED PER 1 AST rn. M 9695,ALL LUMBER TO BE PRESSURE TREATED r r A z SCALE: 1/2°=1'-0" DOUGL45 FIR OR HEM FIR iI iIi ii iIi I I _ _ _ 111 1��IIII1 �I111 REV: DESCRIPTION: BY: OATS: �I� j ; III III I 1 !�III III _ LT MS ZD25.—S I I I T I T T I AS�BIIIREVISED PLAN TO OWNER MB 202109.11 1 LINE OF EX. - I I I STUD,TYP. 1 I i - ISGL£D FOR FILING MS 202A.05.10 S-BD TO RAFTER AND - ISSLEG FOR REVIEW MB 2-0-0CERNG 02'X A'STRONG-DRIVE SD TO PLATE FRAMING: Si;DWS TIMBER SCREWS sTATus 2' 8' LEDGER BOARD Z. Construction Document MAX 0 DECK DVAER. Nick Johnson I I I sharkandwhale425@gmail.com I I I I I '0 ---: --� ---I— --- ---�-- o. 425 Bay Ave. 1I I 11 II 111 East Marion,NY PROPOSED SECTION AND DETAILS ISCALE: DATE: DRAWN: CMECXEO: m NNUTm zozA.As.I n LEDGER.DETAILS �,, SIMPSON H2°5A PN_IC NO DRAWNG NO: REVISION: J SCALE: 1 1/2"=1'-0" SCALE: 3'=1'-0" A-/�J L