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HomeMy WebLinkAbout44553-Z �o�g11FFOl,�CpGy Town of Southold 11/16/2020 e P.O.Box 1179 o ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41610 Date: 11/16/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1700 Arbor Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 121.4-1.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/16/2019 pursuant to which Building Permit No. 44553 dated 12/23/2019 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: access9H Rarage as applied for. The certificate is issued to Martinez SJ&DC Rev Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED uth rite 1 r SufFaa� TOWN OF SOUTHOLD oma° ooy� BUILDING DEPARTMENT N TOWN CLERK'S OFFICE Wo • 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#: 44553 Date: 12/23/2019 Permission is hereby granted to: Martinez SJ & DC Rev Trt PO BOX 1583 Mattituck, NY 11952 to: construct an accessory garage as applied for. At premises located at: 1700 Arbor Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 121.4-1.10 Pursuant to application dated 12/16/2019 and approved by the Building Inspector. To expire on 6123/2021. Fees: A $420.00 CO-ACCESSO Y B DING $50.00 otal: $470.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. NZ— k— 20 19 New Construction: Old or Pre-existing Building: (check one) Location of Property: )gr6pr L-Ce.,f ( i I,, C K House No. Street Hamlet Owner or Owners of Property: �q�l:cA - 5,.P 2 A-vL C 4A t e<,r�, nee g< Suffolk County Tax Map No 1000, Section �O C7 Block (, Z IC-)( Lot 0 �' �, I Subdivision :Dq 'gc O vl 5 Mi' -k 4 cc 30^ 2 Filed Map. �v Lot: Permit No. 5 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificat : (check one) Fee Submitted: $ pplicant ign tE s # # TOWN OF SOUTHOLD BUILDING DEPT. y�ourm '� 765-1802 I-NS-PECTION [ FOUNDATION 1STFOVA - [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND - - 1 [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [=] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) • [ :] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �_ib✓ r4f Soot, # # TOWN OF SOUTHOLD BUILDING DEPT. `yrourm 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND- , [ ] ,NV SULATION/CAULKING [ ] FRAMING/STRAPPING [�] FINALhCC . 6*'4jP---' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ugom? O REMARKS: n�� -�- 1,146 DATE 4XJ10kC INSPECTOR Isaac-Rae 11575 Main Sayviuov Road Southola DIY 11971 1700 Arbor Road To: Southold Town Building Department 54375 Main Rd PO Box 1179Southold, NY 11971 Attn: John Jarski d From: Isaac-Rae Architects NOV 1 3 2020 Date: January 12, 2020 dam[„5t,'I-�,.']r �.,:�.,,•t`; ' Re: 1700 Arbor Road Accessory Garage Foundation Inspection Mr.Jarski I inspected the accessory garage foundation at 1700 Arbor Road,and deam the work was performed as specified in our drawings and the slab,foundation&footing meet new york state code. Please feel free to contact me with any questions.347-276-6093 Isaac Clay Coffey R.A. NYS LIC#0397 ��oARC 5 Y ys G G CD �;A T 3976'l �O F O F NE`s ---------------------------------------------------------------------------------------------------------------- ISAAC-RAE ARCHITECTURE STUDIO NEW YORK,&THE NORTH FORK 1 WE 14 Y s� ----------------------- + . -- - k a t r — FIELD INSPECTION REPORT I -DATE COMMENTS b FOUNDATION (IST) H 11 it) 01.0 ---------------------------------- ` Y` wcxp1roff FOUNDATION (2ND) ct . � z � o H ROUGH FRAMING& PLUMBING H o o r INSULATION PER N.Y. y STATE ENERGY CODE IL tom' FINAL , 11 ADDITIONAL COMMENTS t- P D00 61 r'-5 la5 jfiy z rn ' 0 0 z � x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval _ A -ii(631)765-9502 Survey Southoldtownny.gov PERMIT NO. TJ Check Septic Form NY.SDEC. Trustees C O Application Flood Permit Exammecy 20 Single&Separate ( Truss Identification Form Storm-Water Assessment Form dContact: Approved 20 Mail to Disapproved I Phone. Expiration J o f d�r ✓l i 3 I ( 3 f --3 _._....r '✓ __v f I spector DEC 1 6 2019 APPLICATION FOR BUILDING PERMIT Date 20 1 q INSTRUCTIONS a.This application MUST be completely filled in by Typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be ccupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupa2 f Every Buildmg=oe} tit s}i xpire if the work authorized has not commenced within 12 months after the date of issuance or has not been comp c�t�iyvi in 18 months from such date If no zoning amendments or other regulations affecting the property have been;enagtep in the the Building Inspector may authorize,in writing,the extension of the permit for an addition six mora •�,{ ` ' aftcr,6 it shall be required APPLIi � - RE E to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Or ari 'o the T o Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the-C, ction f ii ings,additions,or alterations or for removal or demolition as herein described.The applicant agrees'J comply wi all ap icable laws,ordinances,building code,housincode,and regulati ns,and to admit authorized inspebt© � in building for necessary inspections. / (Signature of apphcSnt`o u e,if a corporation) 11575 MAIN P,-iYVIEWT-DAP SDUTI400 N`1 116171 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder a��licowte;-trcNtoct Name of owner of premises -PaVid avid &4 awwe Mar-rivieze (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. M61yiyi Meted Sl cdS L�cj MiWir P>IVd.-FarMivigdale, N`/11'735 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1:7pp ARP A F MA-r-rJ:Tlel k House Number Street PP Hamlet County Tax Map No. 1000 Section - Block 1 Lot, Subdivision T440RT0N SMIT-� SECTION ZFiledMapNo.ND• g53(1 Lot LOT NO, 5 2. State existing use and occupancy of premises N d intended L���tWus a d occuVan N C�roposed construction: a. Existing use and occupancy b. Intended use and occupancy NO &�-ANCIE IN USI; O-P OCUAT-ANC`l 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work 3D,DDD (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 4 Cf'1Z 6A?—A(-AE 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height 25 Number of Stories-.2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 40� Rear 40 Depth 20 Height 11P' Co" Number of Stories 1 9. Size of lot:Front q25' Rear 2-60' Depth 55cl' 5 AGP,:6S TOTAL 10.Date of Purchase - Name of Former Owner 11.Zone or use district in which premises are situated -AC 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises-PAV"p IVIAR-11NE�Address 1700 ft-RBUR LA"EPhone No. Name of Architect COFFEY Address11575 MAIN EWNTEw Phone No 347-276-6083 Name of Contractor AddressR_P S0(A-r 0LP Nv 11q'71 phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF f0 ISft{tC CL{}Y f,C7��l;Y � being duly swom,deposes and says,that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the {-RC441TECT/A6ENT (Contractor,Agent,Corporate Officer,etc.) 1 of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swotq before me this day of et,& L&ir 20� Q M BORN at rV Public to of New Yo— Notary No.01806317038 ature orpAl Qualified in Suffolk County Commission Expires Deo.22,20 i Scott A. Ru-ssell C(Zl )I ST(0�]EZl�MIWA\T]ER- SUPERVISORI��l[A\1�A\G!,JEM IEN T SOUTHOLD TOWN HALL-P.O.Box 117953095 Main Road-SOUTHOLD,NEWYORK 11971 Town of,Sou th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK:SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT T IINVO1LV E ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑�] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑(] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[3 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. -Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with,your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. ' APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: � tract NAME 0 L1 WD I Z/ 0/oolp Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information- Zr7� 7,1rph.ne iNu Wl Reviewed By: - Date:Property Address/ Location of Construction Work: — — — — — — — — Daa — — — — — — — — L705 ,n iC (7rr 11� ❑ Approved for processing Building Permit. ILMI \r Stormwater Management Control Plan Not Required. tf�i �vl,�L �I ❑ Stormwater Management Control Plan i�.Required (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 A P 0V: E10TED DATE�Z�Z g P.# CC;WPL`t WITH ALL CODES OF NEW YORK STATE & TOWN CODES FE 1 AS REQUIRED A NOTIFY BUILDT01-�r ^ 'rF��R THE 765-1802 8 AM SOUTHO7TO11NA FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED SOUTHORD FOR POURED Cor!CRE�TE gp 2. ROUGH - FRA1�i;NG & PLUMBING N.Y .DEC 3. INSULATION 4. FINAL - CON I1,UCTION MUST BE COMPLETE FOR GO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF N,W DOBLE FOR S GN OR CONSTRUCTION TERRORS. OCCUPANCY 0 USE IS UNLAWFUL WITHOUT CERTIFICATE RETAIN STORM WATER RUNOFF OF OCCUPANCY PURSUANT TO CHAPTER 236 OF THE TOWN CODE. T NOTES Architect, Isaac-Rae 11575 Main Bayview Road DRAWING ISSUE Southold NY 11971 NO DATE ISSUED FOR Surveyor, 1 /16/201 SOUTHOLD Tmn DOB Film YOUNG AND YOUNG 2 400 Ostrander Ave,Riverhead,NY 11901 s Structural Enoineer 4 s Alex Spyrou e AES Engineering T 630 Fifth Avenue,Suite 2000 B New York,New York g 10 11 12 SHEET LIST DRAWING REVISIONS Sheet Number Sheet Name NO DATE REVISION 7P1 T-000 COVER SHEET 2 A-000 PROPOSED SITE PLAN a a _ A-102 PROPOSED GARAGE PLAN s A-200 ELEVATIONS/SECTIONS e 1 3D Cc 110 e g _ MARTI N EZE GENERAL NOTES : i -SA UOwRON isA OvED ONLY FORWORT{ _ E CONSTRUCTION NOTES. RESIDENCNwcmm oN TNEAwucnnox sPEcmunoN SNE r au OIHFA MATrEAS SHO WN ARENOr TO BE RELIED UPON,OR 1)The information within this set of construction documents is related to basic design To BE00NSI0ERGIA m1ER SaNGMI,Fto ED ORIN Intent and frammq details Thev are Intended as a censtruchon aid,not a substitute ACCESSORY GARAGE for t eneralln accepted hood neral C practice and compliance withDr urrenvidina New York State bulkll' codes The General Contractor is responsible for DroVidmq standard construction details and procedures to ensure a professionally finished,structurally, sound and a weatherproof completed product 21 The General Contractor isresponsible for ensunno that all work and construction meets current federal,state,county,and local codes,ordinances and recularions,etc These codes are to be considered as Dan of the specifications for this building and should be adhered to even If in variance with the plan 3) Dimensions shall take precedent over scaled drav(DO NOT SCALE DRAWINGS) DRAWING ORGANIZATION ARCHITECTURAL MATERIALS ABBREVIATIONS 6awn o""ws4 A D a, ,m„ .,.« a�ww�,ww�Rbx.NTe �� ..ww,4.K. 41 The architect has not been engaced far construction supernsion and assumes no responsibility for construction coordmatmp with these plans,nor responsibility for construction means,methods,techniques,sequences,or procedures,or for safety AwGran°I fl°COb p _ e ;° ®'' C • a.,�,r ��",,.,u,p precautions and Droorams In connection with the work There are no warranties for ISAAC — RAE 2. \ specific use expressed or implied in the use of these plans ,�, �„4 •,tea w N � 5)Refer to the Window and Door schedule for exterior openings 11575 MAIN BAWIEW ROAD ' M � pow ro"M � SOUT t,Isaac NY 11971 Co 8) 130 MPH Wind load requirements shall betaken Into account during construction. Contact,Isaac 67 Colley R A r NYS 7-2#039767 FOUNDATION NOTES ®""O1 ""w 1)The General Contractor and Mason to review plans,elevations,details and notes to T 347-276-6093 E clay@Isaac-rae cpm mwo determine Intended heights of finished floor(s)above typical grade 2)All footings to rest on undisturbed(Virgin)soil GENERAL DEFINITIONS 31 Provide 1/2"exnanslon lomt material between concrete slabs and abutting E mm,mcw�erd,w .^TT-]4mma,aiueww N°®� " E e_] concrete or masonry walls occunng in exterior or unheated Interior areas w 41 Any new concrete walls being attached to exis concrete oshall be installed with#5 re-bar,18"long at 12"Do Usee approved pproved eppoxyxy for tar installation. tooa"G64 1 �9OYE""+"""��^^^` '^"° ' 5) Unless otherwise noted,all slabs on grade to be 4,000 P s I Concrete to be ravel ll with 6x6 wire mesh NP�.,o orx " " � "ro• � 6.,N.wwsR>, w(�,)u toured on 4 inch thick sand be minimum 3-%2 inch thick All till tlo be compacted to 95%i relative dons abs Vii e ,��,,, ,,,"„," "� ,, , .,,E"as..wN. "` 6AP:�.•w� � VC 6"maximum lifts(layers) aoo�cxrron u.r w0°a � P�,R�...R,va°. 6)Crawl spaces to be proVided with a minimum 18'x24°access opening Install one oan"a .rim � •�+� _ GENERAL DIMENSION NOTES: Rao tl6 8x16 cast Iron foundation vent for every 150 sq it of area 71 Damporoof exterior of foundation vnth bituminous coatmq as required by current P1Oi°C1 T ar:,aa • "0""�' � D � -- [h beowgrad rat on Construction odewalprior olvethylegnefilm shall beapplied over MARTINEZE RESIDENCE �oP Mr�'"o w °°�wV1oa".'in.na`a'°"'°'° �" (1 "°'"` '" m+ 1700 ARBOR LANE R Nm P°41"'-'� 8 Drainage as required b current N Y S Residential Construction Code e��%�� ®�•��f��Ro.�a ° _ � ) 9 q Y MATTITUCK,NEW YORK o<r � � f,r=•�`j msvaww.aveo u�� Pmlecl No FRAMING NOTES IR-02 ARCS CTURAL SYMBOLS ow,aON.wEas =� ' 1 ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS s��oa1ufe E ARC OF THE 20151NTERNATIONALRESIDENTIAL BUILDING CODE AND Ti � o m+w �, NEW YORK DEPARTMENT OF STATE 2017 UNIFORM CODE �GJ AY CO gr _ "6P1Y19 SUPPLEMENT COwa"0Lw4,oi a� R Q 2. ISAAC-RAE(THE ARCHITECT)HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION �F ,R.,6 °"`• , ,„.Mm„ �� G; 0 Ox,.w6aon 3. ALL STEEL FRAMING TO BE DESIGNED AND ENGINEERED BY \ t t MANN METAL SHEDS 99 MILBAR BLVD FARMINGDALE,NY 11735 i �� G " u»e60 w�Twwm 4 ALL STEEL TRUSSES TO BE DESIGNED AND ENGINEERED BY * R • "" - �Y �„�,,,,. _ w� MANN METALS SHEDS 99 MILBAR BLVD FARMINGDALE,NY I - pima m,aw nmc w 11735 R ®b � INSULATION ,n _ I G 1 NO PROPOSED INSULATION (P 2 GARAGE IS NOT CONDITIONED T � �. 03976 — � PLUMBING NOTES www P40F M. m®� f--�+m".b. 1 NO PROPOSED PLUMBING a�ao "�6tG �rwcs `O' Dale �m u HVAC SYSTEM NOTES O­g rine fjY011 ,�,twmw —_ 1 NO PROPOSED HVAC COVER SHEET ak6rnrow W —�_ ELECTRICALNOTES c,— �E+•wren w.6l,vm m — NO PROPOSED ELECTRICAL DmwigNe c �.we„rrar 6m woa..n R", Pm..4.w.. w, Sro�alua a T-000 t � NOTES SITE NOTES SITE PLAN FOR DRAWING ISSUE DAVID&SUZANNE MARTINEZE No DATE ISSUED FOR \ LOT N0.6"THORTON SMITF/.SECTION 2^ 1 /16/201 SOUTHOLD Town DOB ROn \ 1700 ARBOR LANEMArrrrucK TOWN OF 2 WUTHOLO SUFFOLK COUNTY,NEW YORK S \ ST.. NO 100.121.O1-1.10 4 SITE PLAN PREPARED BY ISAAC COFFEY RA NYS UC 039167 6 BASED ON SURVYE DATED JAN 182008 HOWARD W YOUNG NYS 6 LS NO 45895 7 \ B p��� \\ ZONING NOTES soACCESSOOLD rSTRR�RE5E S&'5 io _ 1 ACCESSORY BUILDINGS& 10 JO�yC\° \ SITE ZONED RESIDENTIAL"AC" 12 TOTAL LOT AREA=5 00022 ACRES OR 217,810 SOFT DRAWING REVISIONS ACCESSORY SET BACK FOR LOTS OVER 80,000 SQFT=25'SIDE AND REAR SET BACK ACCESSORY BUILDING MAX HEIGHT=22' 10 DATE REVISION 4P (� \ ACCESSORY BOILING ALLOWABLE SIZE=3%OF TOTAL LOT SIZE OR 6,534 SOFT 2 p\' �l�,O \ TOTAL ALLOWABLE ACCESSORY STRUCTURE SIZE=6,534 SOFT 3 y V \ TOTAL SOFT OF EXISTING ACCESSORY STRUCTURES=1,325 SOFT OR I%OF LOT SIZE 4 \ PROPOSED ACCESSORY STRUCTURE=20X40 OR 800 SOFT 5 TOTAL PROPOSED ACCESSORY STRUCTURE SIZE FOR ALL STRUCTURES=2,069 OR 6 \ <1%OF TOTAL LOT SIZE 7 \ 10 \ THISAPPUCATON LSAPPRDYm PNLY FOR WORK \ W UICATm ON THE-IOATION SPEf:E10ATIDN SHEET-ALL mm ANTLFAS BHOWN ARENOTTOBERI DWON,OR '(0rD�cOHsmmm as EmmEH—AFPROv m Off, VO / ,• Ensma svxurwNE \\ �r-iy". ^ \\\\ APPk9am of flecom •\ \ °OOOOo°O o \\ ISAAC - RAE 11575 MAIN BAYVIEW ROAD \ \ \•\\ l , ,` _ °00000000 O�OO \\\ Contact,Isaac Clay Coffey R A NYS LIC#039767 T 347-276-6093 E clay@Isaac-rae.com — \\ \,\ •- _ °00 EXISTING \\\ \ \ _ _ - •t, TWO STORY \ FRAMED \ \ _ �/ Ebsn•a �; HOUSE& / GARAGE j \ of / O� c°G�iT si Ti' y9. \ ERS aD nEE aE E"5.0 / i tis .��\ •\ E�s,WDOR��FLP",H •' / ,0A \\ \•\ SIDE AND REAR YARD 91C \\ \ �ACCNACZONING RY AC _ / // MARTINEZE RESIDENCE 1700 ARBOR LANE MATTITUCK,NEW YORK `. ral 40'DRAINAGE EASEMENT \ d \ / ` - �'• I� ,\\p�A� ti°' _ o• OP SED 1 STORY \ \'s / •�' - - '/= ` METAL FRAMED / / �O\,\\ QG�e\\ : GARAGE / / :\s LAYCEXISTING SINGLE \\ \y•� STORY GARAGE ' 91 Kr °.m d \ �^ o / m `1C it \gyp LU ARBOR LANE Q" N / X39767 PROPOSED OF NE AREA OF WORK msrArr�ro Oramlg TNe PROPOSED SITE PLAN ONO o qI•F W N Drawing No N �- RlOEOF WEMN65PNiY9 + A-000 PROPOSED SITE PLAN �LOCATION PLAN LJ y°=Opp'-0° STRUCTURAL FILL NOTES 1 It the removal of unsuitable sod is required throughout the footprint of the building The owners geotechnical engineer shall review and approve the extent of removals required,shall approve the backfill material,and shalt Inspect all backfilling,placement,and compaction procedures The owner's geotechnical engineer shall Inspect and approve all subgrade that is deemed to be undisturbed virgin sod 2 Structural LII shall be placed and compacted up to the elevation of the footing elevations shown on plan 3 Structural(controlled)fill is defined as a well-graded granular material free of clay and organics,with 100°/by weight passing the 90 mm(3 1/2'diameter sieve,259/6 to 70%passing the#4 Sieve,and no more than 10%by weight passing the#200 sieve Sod panicles finer than the No 200 sieve shall be non-plastic Material shall conform to the State of Connecticut Department of Transportation standard specifications Form 816,Article M 02 01,Granular Fill,Grading A of Article M 0206.SubmO an independent gradation analysis and CONSTRUCTION NOTES: DRAWING ISSUE modified proctor test for Engineer's review. 4 Structural fill shall be placed in layers not more than 6"in loose depth Do not place fill material on surfaces that are muddy,frozen,or centmning ice or frost Place fill materials evenly adjacent to the structures,carrying the matenal uniformly around the structure in each NO DATE ISSDED FOR lift Fill shall be compacted to 95percent of maximum density measured at optimum moisture content and tested at each Idt to verify density according to ASTM D1557 Y0`�'R6 `aO1°10 >. L2/16/201.9 SOUTHOLD Town DOB Flan 5 NY Crushed Stone shall consist of a 3/4-mch minus durable crushed rock or durable crushed gravel stone and shall conform to NYSDOT Standard Specifications,as amended,for Material Specification 703-02,Coarse Aggregate%"crushed stone shall be Material °Fp1�Of S1'0Bp°`' 2 Designation 703-0201,Size Designation 2- 6 6 Free draining backfill shall be defined as a well-graded granular matenal with a maximum size of 3",25%to 70"/by weight passing the#4 sieve,and less than 69/6 by weight passing the#200 sieve eeMA,rxx 4 S — 6 FOUNDATION7 _ 1 Prior to placing the bedrLng layer of crushed stone under slabs on grade,prepare subgrade by removing all unsuitable,loose,disturbed material If any fill is required.LII must be controlled fill approved by the geotechnical engineer See"controlled fill",above a 2 Do not place concrete on a subgrade that is frozen,muddy,wet,or containing ice or frost e,w.cn.,".e.F.+Bs e 3 Preservable treated sills shall be anchored to the foundation wall vnth 1/2"anchor bolts,with Simpson BPS-1/2-3 washers,with a 2 5"90 degree hook at the end The bolts shall be embedded 7"into concrete Locate bolts not more than 12"from ends of each pieces of 10 sill,at sides of openings,and at 4'-O"o c u 4 All anchor bolts shall be set in fortes and wet set unless noted otherwise TITEN HD SCREW ANCHORS AS ANCHOR RODS Titen HD anchors may he substituted for anchor rods if requested in writing otherwise ng Unless shown on the drawings anchors shall be I/F L diameter with a length to provide 4"minimum embedment into concrete,or as indicated on the drawings By Simpson Strong Tie DRAWING REVISIONS CONCRETE NO DATE REVISION 1 All concrete work shall conform to the ACI"Budding Code Requirements for Reinforced Concrete"(ACI 318),latest edition,AND W ITIH NEW YORK STATE RESIDENTIAL CODE 2015 AND 2017 SUPPLIMENTAL PLAN LEGEND: 1 2 Slab work shall conform to applicable portions of ACI 302 1 R Guide for concrete floor and slab construction,latest edition 2 3. Design of concrete mixes,location Of construction joints In slabs,staggering of pour placements,location of pour strips,and placement and curing procedures shall be performed by the contractor in a manner that will minimize shrinkage cracking of the slabs x w rmvosm cwo�,E°.o 3 4 All concrete for footings and walls shall be normal weight wrath a minimum ultimate compressive strength of 3,000 psi at 28 days wth a maximum slump of up to 5" Exposed concrete shall be air entrained „ mo, w,u 4 5 Concrete for interior slabs on grade shall be normal weight concrete with a water-to-cement ratio of 0 50 or less,maximum slump of 5",and a minimum ultimate strength of 3,500 psi at 28 days Provide design mix ingredients such that shrinkage shall be no more than FRornsD, ��m � s 0 031/to 0 05-/ Concrete shall be moist cured and covered for 7 days 6 6 The contractor shall repair all shrinkage cracks designated as unacceptable by the architect by injection grouting with no additional cost to the contract 7 7 Reinforcing steel shall be deformed bars conforming to ASTM A615,Grade 60 Reinforcing steel shall be detailed according to the ACI Manual of Standard Practice(ACI 315),latest edition s 8 Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting CONSTRUCTION NOTES FOUNDATION PLAN B 9 Welded Wire Reinforcement(mesh)shall conform to ASTM Al 064,with a minimum ultimate tensile strength of 70,000 psi 1/2"=1'-0" iD _ 10 Support and securely he reinforcing to prevent displacement during concrete placement operations Wire mesh must lap one full mesh at each side and end laps Place mesh on chairs to maintain its position during the pour Rocks,masonry,or other materials may not >s be substituted for the chairs 11 Fabricate reinforcement to the required shapes and dimensions within the tolerances stated In the Concrete Reinforcing Steel Institute(CRSI)Manual of Standard Practices TNISAPPNCARON M XRPROvro ONLY FOR WORN 12 Provide clearances from face of concrete to the closest surface of reinforcement as follows,unless noted otherwise on the structural drawings Concrete cast against earth 3"Concrete exposed to weather or earth 2"for#6 or larger,15"otherwise Concrete not exposed INOIOA,FD ON ME AP =ON SPECS roil sxFfr AiL to weather or earth Slabs,wails,joists 0 75"for#11 and smaller Concrete not exposed to weather or earth Beams and Columns 1 5" O,NEw MATIEASSNOWN ARENOTTOBERELUD WON,OR _ 13 Coordinate size and location of all openings and pipe sleeves with architecture;and mechanical drawings Minimum concrete between sleeves shall be 6" ro McoNsme+m ASOMERREN—Ro ORW 14 All grout shall be non-shnnk with a minimum compressive strength of 5000 psi 15 Contractor shall coordinate locations,sizes,extent,etc,of curbs,depressions,slopes,recesses,embedded items,openings in slabs,etc,with architectural and MEP drawings Information shown on these drawings is schematic in nature and may be incomplete Indicate all such Items on shop drawings PREMOLDED COMPRESSIBLE JOINT FILLERS 1 Either closed cell foam conforming to ASTM D5249 Type 2[Ceramar by WR Meadows or approved equal],or asphalt impregnated conforming to ASTM D994 WATERSTOPS 1 Adcor ES by GCP Applied Technologies(www gcpat com) %z"X 1"UNDERSLAB VAPOR RETARDER Grace Florprufe 120 by GOP Applied Technologies(www gcpat com) s s = n B C D E 200 200 IY 5 B C D E B E A 200 � I Applicant of Record ISAAC - RAE I I 7 11575 MAIN BAYVIEW ROAD Arco SOUTHOLD,NY 11971 Aron 'w I Contact,Isaac Clay Coffey R A. I I NYS LIC#039767 4 I I ----- 4 T 347-276-6093 E clay@isaac-rae.com 200 — — — — — — — — — A 20 1 I 1 I - -------- 3 — I I I -.1ronAa�Rw ewR I I ^Z°° 3 I I O3 MARTINEZE RESIDENCE s'B P eci 1 I p 2W --w,ereia,owwu oWD; °Atl ; A 200 5 a zoo 5J - — ———————— 1700 ARBOR LANE I I a MATTITUCK,NEW YORK noo°rvoGE a,n I I sAweur Project No I I J0 oA IR-02 I I bAa a seaysynai G+ I I I I -- -- ii--- -i-- - ---- --- - X39741 V- `°° 1 1t ae — ^ 9 D—g TO. � ® .�.�.�.� ------------------------------ �. .�._.�.� PROPOSED GARAGE PLAN w— 0 m OrRrwrg No 0 ?- A- 102 3 PROPOSED ROOF PLAN 2 PROPOSED GROUND FLOOR PLAN n GROUND FLOOR 1/4"=V-0" 1/4"=1'-0" NOTES CONSTRUCTION NOTES' ELEVATION LEGEND: — 0 wuw�nww. DRAWING ISSUE aaN EN�wmm o�n �F wn� NOTE N0. DATE ISSUED FOR 1 2/16/201 801fiF10LD Town 00B Flling erw4iuErumumamc,a,as oarsE�Es,eoa wom,B 1 GARAGE TRUSS SYSTEM IS DESIGNED BY GARAGE 2 MANUFACTURER ALL LOADS IMPARTED ON THE GARAGE ARE a TO BE CALCULATED AND DESIGNED FOR BY MANUFACTURER 4 2 ISAAC-RAE'S DRAWINGS ARE FOR ANCHORAGE OF PERGOLA 8 "tjB0ig1�n'a'°°"MOONtm•01f""O11"`"iOO1Y1v°` SYSTEM TO THE TO THE PROPOSED CONCRETE SLAB 6 — 7 e 9 10 CONSTRUCTION NOTES ELEVATION 11 12 DRAWING REVISIONS 4 NO DATE REVISION 4 -200 1 A-200 2 1 2 3 4 5 6 7 8 9 i 2 i 5 { I 5 { ...... -.TO RIDGE_ 5 ............. '__.__--- -__- -----.._----- .___.- .... _._....._ ... . _' ...._ 16'-6" cas I I 10 li a BOTTOM OF RUSN isAS- WISM"noloMo YFO WORK ... _ ......__ of—,LBNTHEA22DCAnP0TP ECAnBNSHEEr ALL OTHFA Mpiiei55HOWN AHENOTTO BE RE11En IRON,OR — —_— ro BE coeaaoFem as EiMFABEiNO AwRovmo A-000 — I - � -HIa W�tlE,faOnCAn'mvEtw'Pill<�� ._. CeN, ISO NO16YnnOYl6llOwNFn 2 �Fsw��s ivaOnra�ron eFnNwGROUND F T-0- _— 7' 7 — I, i —i i � •�! i I I—Ili—� !i i�i�ii t ..-•-----' ---I I I I I I I I - NS FOOZI .� Awnmof a e«d i ° — RAE O AAC 11575 MAIN BAYVIEW ROAD Elevation 12-a SOUTHOLD.NY 11971 5 Section 6 3 1/4°=1'-0" Contact,Isaac Clay Coffey R A 1/4"=1'-0" NYS LIC#039767 T 347-276-6093 E ciay@isaac-rae com 5 5 A 200 200 4 -200 Q Q Q 5 I I 2 I I I I I I I I I I I P Imo+ MARTINEZE RESIDENCE 1700 ARBOR LANE I I I I I I I I MATTITUCK,NEW YORK PNa I I I I I I I IR-0R-0 2 \ Seav S.9n G CLAY C Mi �T U3970,i Date 20 r 2' ! IL I I I I I Drr+mig TNe ELEVATIONS/SECTIONS _0. V14 l13-a 1 Elevation 14-a — 4 Seaton 7 2 1/4"=1'-0' D—V No rn — a- A-200 • NOTES S2"STUD FASTENERS FOR ATTACHMENT TO DRAWING ISSUE CONCRETE NO DATE ISSUED FOR _32111 PRODUCT DESCRIPTION 1 /16/201 SOUTHOLD T.—DOB RIIng —rrowmm.mw,wwwwmera I.,"a�w�sw".,"azm,w>w.c a _I)e"Iq� +Pa. „m NMpe"peraRWm roW rt,ab"esslme,0ebvsL mHnpe ee wlzm+mamama,.wmeoueo. mvAnwvan Txiameen�ema ^ 3 Te Vxnuup enxmrrtswcocew tN'Ime wea04•"ewe,aOrgl,On V 4 7. e,m„mata rnmaeamw,en ,Tv„s,m�'R',�elmwlot }[f a.eaaob neumra umon.w� nm waw S Trexwe�avnov,wam am ,y,s' 6 x21tT:mountwemeaso"a T �' sos,:e.a�am' .a...eayw e 9 - I 10 x m I 112 1 IZE.a1. elw.Nemeedo t _. e"..,•„u., I DRAWING REVISIONS ESA-t6p _1_xelwr ,rwna.gmo,n"�, e�� y.,N,., I NO DATE REVISION ,_ c°LAIIa,Ye,lmapewl_ __ l- s`„ ,_- . 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I Ow uN3ouzO15,zta musosrt[cauu°NN�fEfmwnu 88 ~ o I CORNER COLUMN BASE PLATE ® I I 7 3"=1._0" el.¢�Erwwrsmz do— CFS Connections wlrinw°w"�`a PmNm,s,aD: St�ongDrive' 1 S END WALL STRAPPING DETAIL APP SELF-DRILLING X METAL Screw �p En,T �e -0 1ot Rid ISAAC - RAE — el•��•+ 11575 MAIN BAYVIEW ROAD a,N c_� •+ s '+°T�w �, I I roLz mc�rEExoPwmm SOUTHOLD,NY 11971 X JV.el Screw—Cold Fom*d Slee)CM„ectb°lnaffi I sNPEo<, Contact,Isaac Clay Coffey R A zclslz,e®,zac NYS LIC#039767 T.347-276-6093 E clay@Isaac-rae com SIDE WAENT FRNME DETAIL ° nOA SIm.1ur Ql�wflsI55EN&EO 6 LL MOMswcscaxms,z,a coawsnawwnrs — 9"e 1-0" I o ° epwNoo,tmromoa,Es.sw, 1 „ �mwloN,x�q mmfewwEatm°tssErPu,Es f, _ ����,.�'i'.,`.-4,%�nVm^+H i4ti�WfAq',ntF y"9,�,.OP/s,41.•TS,/e.—+�I�At�„�j� �t�d O Ti - - m y3,e es�A.P Sa_W m IA R ac 41' faa v.e+11m, 3 nE µ ......ri - ._.,....;I�...... E 1 ” J• "� ,,.w�"•��• I END WALL BASE CONNECTION 4 SIDE WALL BASE CONNECTION "�"d.",�.x.,... ,�...ee,..,..y........-w I Protect MARTINEZE RESIDENCE r>,•••w" •"••'"• ••• ,•GA ro,oPumP1Ae'EmroN /// /// 1700 ARBOR LANE . oP�,w�orvmeRaoEs ��� ( $ J MATTITUCK,NEW YORK r, --b --------_ Y Prolecl No O I O�—sf,PsorvzD,s,zl.o,za O 1 O 3 5�6 --- —————————— / W _4711-6.1 «W a e D I �j e,TK mNPDmacau NNs JP\ roei•x°DPmiocwceelEsiavu 1 uwstmwmsnsfin+m IooPwmmte auxtEslmcussETPuirs — I O O I O O I O � � 1 NOTE : I r O I O 1 GARAGE FRAMING SYSTEM IS DESIGNED BY GARAGE MANUFACTURER ALL LOADS IMPARTED ON THE GARAGE ARE Bm aNPsoNrolsfz'. TO BE CALCULATED AND DESIGNED FOR BY MANUFACTURER 2 ISAAC-RAE'S DRAWINGS ARE FOR ANCHORAGE OF PERGOLA X3 1 I O I O mw�c � reEwPwmm O I O SYSTEM TO THE TO THE PROPOSED CONCRETE SLAB I '9�. ..,�® a,�e�EPa,EPu,EroeEs��nro o I o SOFNE`N naTSEaxznrom„PwIE I o 1 0 ate ` wnn li pug is rei I _ Date - ., >t'E FowwmxPlas wa s a- DETOS D — 1�'� .' -t _• 'e -- -'II .. _ - DETT AILS of— I I ,1. p + ,•le, D—ng No O I la l A-40 END WALL COLUMN BASE DETAIL SIDE WALL COLUMN BASE DETAIL a 3 SDE WALL MOMENT FRAME 2 3"=1'-0" 1 3 =1'-0"