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Home My WebLink AboutJOTAS Corp - 1000 Village Ln our Uni4t,,y@ Mariella Ostroski, Chairperson CIy� �. o, s Town Hall Annex Anne Surchin,Vice Chair Q T01n1e r m 54375 Route 25 Fabiola.Santana SG�UTCLD . PO Box 1179 Allan Wexler Southold NY 11971 l¢,,i Tara Cubie Na � � ° ' o �� €� Telephone: (631)765-1802 Kim E.Fuentes,Coordinator 9%A9/f �� email:kimf@southoldtownny.gov FSERVATI�N southoldhpc@southoldtownLiy.gov Town of Southold Historic Preservation Commission February 24,2022 RESOLUTION #02.24.2022.2 Certificate of Appropriateness RE: 1000 Village Lane, Orient, NY, SCTM# 1000-25-1-18 Owner--: - .-.. JOTAS CORP, Joan Turturro RESOLUTION: WHEREAS, 1000 Village Lane, Orient,NY is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 56-7(b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal to construct alterations to an existing accessory structure(barn)to convert to an artist studio; and WHEREAS, the scope of work involves additions and alterations to include new in-kind windows and new doors. Addition to the fagade will be consistent with existing design to expand existing apartment in a commercial building as shown on Architectural Plans prepared by Hideaki Ariizumi,Architect, dated April 13, 2021; and WHEREAS, , the applicant met with the Commission during a public hearing on February 24, 2022,where the applicant submitted final drawing of scope of work and outlined the project for the Commission. NOW BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, Page 2 Historic Preservation Commission JOTAS BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness,, toaptxovals by allsnvolyd agepcie's'. MOVER: Commissioner Wexler SECONDER: Commissioner Surchin AYES: Commissioners Ostroski, Surchin, Santana, Wexler and Cubie RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Kim E.Fuentes,Coordinator for the Historic Preservation Commission Date: February 24,2022 SITE PLAN IS BASED ON SURVEY BY COVERAGE CALCULATIONS APARTMENT AREA RATIO CALCULATIONS: studio a/b architects EXIST.TREE TO REMAIN EXIST.GROUP OF TREES TO REMAIN KENNETH M. WOYCHUK LAND SURVEYOR TMP. DATED SEP. 20, 2019 EXISTING COVERAGE: 651 West Main Street, EXIST.LINE OF MAIN BUILDING: USPS . ............. 1,179.40 SQ.FT. EXISTING APARTMENT RATIO: Riverhead, NY 11901 TREES O LOCATION ORIENT TOWN OF SOUTHOLD, NY. ICE CREAM PARLOR ........ 531.98 SQ.FT. COMMERCIAL USE IN MAIN BUILDING: 631 591 2402 N/F FOR SEPTIC Z SHARED PORCH ............... 115.87 SQ.FT. USPS 1,179.40 SQ.FT. 631 323 1426 FOR SEPTIC glynis@studioabarchitects.com WILBER YOUNG SYSTEM SCTM#: 1000-25-1-18 APARTMENT ...................... 545.72 SQ.FT. ICE CREAM PARLOR .......................,............................... 531.98 SQ.FT. PROP. WASTEWATER OR � INSTALLATION EXIST. EAST PORCH ........ 40.61 SQ.FT. TOTAL COMMERCIAL USE ... 1,711.38 SQ.FT. SYSTE " ' " MIRIAM FOSTE LOT AREA: 10680.60 SQ. FT. OR 0.25 ACRE EXIST. DECK ...................... 110.84 SQ.FT. APARTMENT USE IN MAIN BUILDING: mailing address: 's ACCESSORY BUILDING: EXIST.APARTMENT ......................................................... 545.72 SQ.FT. PO Box 444, Orient, NY 11957 PROPO D GREASE TRAP USPS TRUCK \`, SPLIT RAIL 125.90" ELEVATIONS BASED ON NAVD DATUM 1988 BARN .................................. 613.10 SQ.FT. $64°23"20""E SPLIT - THE WATER SUPPLY WELLS, DRYWELLS,AND CESSPOOLS LOCATIONS TOTAL EXISTING: 3,137.52 SQ.FT. 29.1% EXISTING APARTMENT RATIO: -- ,__,,, ,,,,,,_ �RAss, SHOWN ARE FROM FIELD OBSERVATIONS AND/OR DATA OBSERVED FROM (APARTMENT USE)/ TOTAL COMMERCIALL USE+ TOTAL APARTMENT USE) client: - - b GRAS r- - - EXISTING ELEC. OTHERS PROPOSED COVERAGE: =545.72/(1711.38+ 545.72)= 545.72/2,257.10 G -25 51 /o Joan Turturr , JOTAS CORP. RASS PANE MAIN BUILDING: USPS 1 179 4 SQ.FT. NO CHANGE - ° CD ��Ae „ B uE _ _ _ - IN UNFINISHED NO WETLANDS ARE WITHIN 300' OF THE PROPERTY(ORIENT HARBOR 90C'+/-) ICE CREAM PARLOR ......... 531.98 0 SQ.FT. (NO CHANGE) - _ I E p S EL BASEMENT SHARED PORCH ............... 115.87 SQ.FT. (NO CHANGE) PROPOSED APARTMENT RATIO: site address: FLOOD ZONE X O CHANGE) DRIVEWAY y EXISTING APARTMENT .... 545.72 SQ.FT. N E COMMERCIAL USE IN MAIN BUILDING: 1000 Village Lane 001 GRASS O: �.......... g 25" PROP. NEW APARTMENT ADDITION .... 328.06 SQ.FT. USPS ................................................................................. 1,179.40 SQ.FT. Orient, NY 11957 EXIST.GROUP TO SHRUB $O' WELL LOCATION BARN (part of Apartment) .... 613.10 SQ.FT. ICE CREAM PARLOR ............................... 531.98 SQ.FT. ........................ TREES TO REMAIN ; EAST PORCH 40.61 SQ.FT. (NO CHANGE) TOTAL COMMERCIAL USE 1,711.38 SQ.FT. M W m �e . EL'14.5' f EW PROP. WEST PORCH ........33.19 SQ.FT. APARTMENT USE IN MAIN BUILDING: tax map#: 1000-25-1-18 z LL --- -O- --- -- - - D PROP. DECK ...................... 206.19 SQ.FT, EXIST. APARTMENT.......................................................... 545.72 SQ.FT. m l coN¢ Z PROP. SIDE STEPS ........... 31.63 SQ.FT, APARTMENT ADDITION..................................................... 328.06 SQ.FT. m0 <LLI is R RAME c'NC. C z TOTAL PROPOSED: 3,624.75 SQ.FT. 33.9% BARN, connected and converted as a part of apartment.... 613.10 SQ.FT. � Z{ G N SL 2, ll E GRASS I O _ R OVA - /GR ss v F A rT &SHRUB TOTAL APARTMENT USE 1,486.88 SQ.FT. m ENT -.112 m PROPOSED APRTMENT RATIO: O Q Lo C VER:619.765 NC. 1� Q- I m EXISTING 1 STORY (TOTAL APARTMENT USE)/(TOTAL COMMERCIALL USE+TOTAL APARTMENT USE) M FFL 1 .d` '`,� CONC. z O U FRAME BUILDING = 1,486.88/(1,711.38+ 1,486.88)= 1,486.88/3,198.26 Cj m LOT COVERAGE: =46.49% z a PROF, ' t ° BRICK - ZO r 2249 SF(HATCHED) W UP i - n D FFL 17.8 w _ r - r 0 z CONC. - C m M M GRASS P r ( I ° W m PROP.A/C � I _ ov BRICK i Z Z I TREE, 12.5 \l\\ WIRES�`D rn Q\Q n'P• - EXTENSION_ - L = - - - TREEEXISTING E J 1 5.42 EXISTING Typ. N64°23"20""W ! PROP. STEPS A/C PROP. SHIFTED EXISTING N/F CONNECTION/ DECK AND STEPS P. WASILEWSKI EXIST.SHRUB TO REMAIN o ENTRY OR 's ~ ANDREW K EXIST.FLAG STONE TO ��\ REMAIN � 1 STORY FRAMED BUILDING TO REMAIN WITH 0 10 20 30 FT COLLIER USPS (DIAGONAL-UP HATCH, 1,179.4 SQ.FT.),AND _ _ ICE CREAM PARLOR (DIAGONAL-DOWN HATCH, 531.98 SQ. FT.) STATE STREET (SKIPPERS LANE) 1 Site Plan proposed `\ I 1 It = 20"-01" ..... ....... .............. ......_....... ........ . - - escrip ion a e Zz REMOVEDOOR _. ...... ...... ......._ _...... _................ ....._... ....... _................ ...... . . ..... ........ ......... ...... ...... ..... .............. NEW DOOR WILL BE IN THE AME LOCATION BUT RAISED EL EC. PANEL TO BE IN WALL RECESSED _.. ....... ......... ...... ..._ .. _._ , , , II XX , II, BE REMOVED . - •' •� - - • - � � '• ••-.- •.-' • ' . �. •-" - SET OF BARN DOORS TO O II STORED AND REUSED ' • -' OPEN NEW -::-.. ......._..-::_:._..:::... n ' = - DOOR OPENING II 11 •. _ -' ' - _ .... ..... ..... ............. _..... CONCRETE APRON TO REMAIN _. __......... _..... _....... .._. .__.. _..... ._.._ ..... .... -� - - • -• • - - - - - - - - - - - D PLATFORM , AND STEPS � _ F BARN DOORS T BE REMOVED ... .... •. •• . . , ., . BARN •• • • •• •• • . SET O 00 S O ' '-' • - ONE PANEL SHALL BE STORED AND REUSED TO REMAIN STORAGE I II EXISTING DECK AND STEPS - - - - - - - - - : . - - •� • •• - ` _ • '-• II �• . ' - TO BE SHIFTED TOWARD WEST - - . .. ..... .......................... ...... . - CONCRETE APRON TO REMAIN _ I BE ' PARTITION TO CONCRETE DEMOLISHED • THIS PART OF _...._............._____...__....... .. REMOVED ,, - , •;' �, -; - •- • ,- -. . WEST WALLLTO N II • BE DEMOLISHED II ..................................................._._............... ._.... _.. .......... .......... _ ., ,. - ,,,• _ - - ,. „- EXISTING , APARTMENT EAST PORCH .................... ......._._.. ... NOV .- -• ' , - - -• • •- - - ' -• •- ' - - � ' • - ,- - - TO REMAIN _...... - - .............. - . . .............. .......... ......... ........ .................... .. .... ...... ..... ... . .............. .... _. ......................................_....._................. _.... _... __. .._........._............... _...... ...__._....._ _.... ............... ..............._ _........ .... .. ..... ......... .._ TOWN ISSION I ,• ,. _._---->--... ---- - - __ - - > _ .. ..... .................. - - - TION COMM _.... _. . ................ _....._.._._....... ._ ....___.... _. _. ._. _. .. ......:. :::: __. .........::..._.....:::......:._::: ..::::..::::::: :._.:.:._..:..::_:...: .....:.:_.. HISTORIC In OPENING TO BE BUILT FOR GLASS DO RX.2 ..... ....... ......__........I:.. ..:....::.:.:.:..:.... . . ..... . .... ............. ................. .. .................... ............................................ ...... .. ....... ................ ............ III .._.......___._....._.. .__......_............._......_..__- - --._............._..........._........._..... _..__ ._..... ...... ....._. ___ ......_ ..__ ...... ...._.. .... __ _... .. . -::::..:.:::::::...... .::.::::::::::: ::::::::::: . - - - - - - - - - - - - - - - - - - - 1 I __ _ X.1 _ ......._....... ......_ _ _.. _ ..................... . .......... ... .. Xx WINDOW TO BE DEMOLISHED VIII _ I . I _........ ... ........... PROJECT .......... . _..._.............._............._........................._......_............ . . .. .. .._..................__...._._............... .._......._...._._ ..........._...... ..............._..........................................._....._..__.._......_...__.............._......._........._._... - .._............._......_..........__........._..............._........._}...............__............._. I _......_.............. - _.... _... .. _....... .. ....._... _.........._......__.......__._.... ...__..._...................................... .._.__.._....--_..._I-_--.._.___.._- .................. ...... .... . ..._........ .._._..... _..... ........._.-.-....._....._......-............._ ..................................-_......_........._........._..__........__..._L._......_... _....... .. _ . _ . . Tu r III rt ro/ s h aw .._.. ._......__..... . . ..._. . u e _.._ ....____...............__....._...._.._._..._._.._..........._..__........................._ E ................... ..... _ _.. ............................... . . .... _........................__.._. . I._... ..._. __... r ■ .............. . .... ................. ...........I J.......................... .................... I I _._...._..................._....._.........._._....._._._...._......................................_..._....__......_.._.........._...._...._._ ....... _..._.__..._........_...._.._.........._......._......... _.......................................... ...........__.............. ................_... _..............................::...1....._....... ................ _. ._ ........ .:..... ::....... ....... ..........._..... _ _ Apartment Alteration ._._.._. .. _. APARTMENT _ ...._ ..._ .. _ ....... .....__ ....... __. _.... ...._. ... ............ ....._.. ....._.... ._.... ...... ___ ..... ........_.._...... ........._....... .............. ........_.....,.... ......... .. .... ......... ......... .... ...... .......... . ... ...............I.. .... ...._. _._...._..._....................... .._........._ ._ ....._.._.......... ... .._.............. .... ................... ._.- ...... ...... -..-.- ... - ......._........_, a .. ... .... ...........__.... .._.._ ........ .......... .. ........ .. _ I I I I _...._............ ....._................._._......._.......__................................._. ....._....__............_..................._.. . _...... _.......... ._...-.._ ..r. I .... _ .......................L_........._.......................... 1 ._... ............. _ . . ....... ...... I _. Site Plan L _ a Demolition I { _ 1 - .......... ........... _...... _.................... -....__. _..... _..................................._....._._...r........ ......._......_.. .. ........_............. _...-._......_.................................._.. ._. .. ...... ...... .... ..._.......... _ . ...._ _ _ __ __ .... __ _ __ _ _ V I I IPlan _ __ -- .... _ _ _._.. ._ _ __ __ I hi h. LIL I _ _ _ ._. __ _. .. _ ___ - -------__ _ f_ _ _.....____.______ __ _ ___ Project number 21017 KITCHEN CABINETS BATHROOM TO REMAIN Date 4/13/2021 THIS WINDOW TO BE TO BE REMOVED Drawn by f Iq a A.3 REPLACED WITH A DOOR n .^ PLUMBING FIXTURES TO BE REMOVED LINES DISCONNECTED AND CAPPED Checked by GB N ad 2 Demolition"Plan Ai. 01 N 1/4 = 1 0 0 Scale As indicated f ( 1' r PROJECT J GENERAL NOTES: l� BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: Studio a/b architects ` Turturro/Leshaw Apartment Alteration THE FOLLOWING NOTES SHALL APPLY THROUGHOUT.EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 551 Wast Main Street, EACH DRAWINGS. Riverhead.NV 11901 i 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 1 /12 T.01 T Ie Sheet 631 5912402 1.ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE IMTH THE LATEST EDITION OF LAWS,OY-LAWS,STATUTES,ORDINANCES.CODES,RULES,REGULATIONS,AND LAWFUL ORDERS 631 323 1426 Ovmer. 2 /12 A01 Site Plan,Demolition Plan g y ®s THE NEW YORK STATE AVS BUILDING.CTIO OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK nis wdioab,,ehft cre.wm Joan Turturro, JOTAS CORP NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 3 /12 0.02 Floor Ran,Roof Plan,Egress Plan NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE 4 /12 A.03 Elevasions 1DOD Visage Lane E WITH THE fi mailing address: i NYS PLUMBING CODE ABOVE. 5 /12 A.04 Building Sections thm Apartment PO Boz 444,Orem.NY 11957 Orient,NV 11957 NYS MECHANICAL CODE 2. ALL MATERIALS,ASSEMBLIES.FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 6 /12 0.05 Building Sectionethu Sam Phoma: -NYS FUEL GAS LODE SHALL MEET THE FOLLOWING REQUIREMENTS: 7 /12 0.06 Connection Part Devils i e-mai: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 8 /12 A07 Shedules h.m, OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT. THE REGULATING-AGENCIES. 9 /12 S.01 Typical Snu ral Details Joan Turturro,JOTAS CORP. Site Address: 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY f0 /12 S.02 Structural Layouts 7000 Visage Lane 2 DRAWINGS ARE NOT TO BE SCALED.USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 11 /12 MIRE Mechanical and Plu I she address: Orient NV 11957 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 12 /12 EDD Electric TU 1000 Villas°Lane BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19,STANDARD METHODS OF ,{^lr�- 1'1� Tax Map 0. AND SPECIFICATIONS SHALL BE REPORTED O THE ARCHITECT.NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD Orient,NY 11957 'r \\Ve• \\VV��• '1000-25-1-18 SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT D NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. r �4r.f�+. fax map#: 1000-25-1-18 ard°fect 3.THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. studio a/b architects NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT,OR NOT S. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH +��1 MEASURABLE DUE TO ABSENCE OF DRAWINGS,OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO 2419D MAIN ROAD, THE BUILDING CODE. PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2003 AMERICAN NATIONAL STANDARD PO9D MANY IN 4417957 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ORIENT, 4.ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF T:631 323 1426 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN'. NOT GREATER THAN 200,SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450,AS PER SECTION OTC CV e-mail:glynis�sNdioabarchitacls.com 803(NYS BUILOING CODE). �0 ��` S.COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE e. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION SD7(NYS Yn QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. BUILDING CODE) 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR G 1 6 THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO - J FIXTURES,WIRE CONDUITS,OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. - CONTRACT. 7.THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ZONING: '• �� CONTRACT WORK ALL NEWLY INSTALLED,PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: HB 'FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN REQ. EXISTING PROPOSED ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. LOT AREA..................._.... 20,000......._............................ 10,681 AS EXISTING `y 8.FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE.CLIENT FOR THE LOT WIDTH....................... 6DO.......................................... 85 ............. AS EXISTING 4 < LOT DEPTH....................... 100.......................................... 125.4 ............. AS EXISTING x .. i FOLLOWING CONDITIONS: ) FRONTYARD.................... 15........................................... 8.9AS EXISTING �• '' a)ANYALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO \ '---'--'--'--"- „r 7 SIDE YARD....._.............. 10....................._..................... 71.4 ................ 71,4 AS EXISTING PERFORM THE CONTRACT WORK. b)TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. REAR YARDS........_......... 21,*,*.........._._....._......_.......... 35.4 ................ 33.4 AS EXISTING r REAR YARD_.A......._....... 25.............._............................ 1.8 ................ 1,1 AS EXISTING S.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL BUILDING AREA............. USPS 1,779.40..........._.. 1,179.40 AS EXISTING WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS AND OFF ICE CREAM PARLOR 531.98................ 531.98 AS EXISTING ................ , ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. SHARED PORCH 115.87 115.87 AS EXISTING 613.10................ 613,10 AS EXISTING 10.DETAILS NOT SHOWN OR SPECIFIED BUT NECESSA RY FOR PROPER AND ACCEPTABLE EXIST.APARTMENT 545.72 .............. 545.72 AS EXISTIN CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORKAS DETERMINED BY 4 APT.ADDITION - ................ 328.06 CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORKTHE SAME WAYAS IF HEREIN EXIST.EAST PORCH 40.61 ................ 40.61 AS EXISTING SPECIFIED OR INDICATED. EXIST.DECK 110.84......_._..... - WINDOW NOTES: PROP.DECK - ..._......... 206.19 Na Deseriptlon Date 71.WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS,IT PROP.WEST PORCH - . 33.19 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES,NYS. 1 Revision 1 5/721 SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE 1 PROP.SIDE STEPS - ............... 31.63 DEPT,OF LABOR,INDUSTRIAL LABOR CODE,RULE 21,HEALTH CODE,FIRE DEPARTMENT 2 Revision 2 5/13/21 STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR \ TOTAL: 3,137.52.............. 3,625.75 REGULATIONS,NBFU AND UTILITY CODES,OSHA LODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, COVERAGE............:.......... 40%MAX............................... 29.1% 33.9% 2. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE IMP ACT TESTING AND 120 MPH 72.FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS HEIGHT IN FEET......_.._... 35 MAX.................................. 14.5 ................ 14.5 AS EXISTING 3 SEC.GUSTS. PER SPECIFICATIONS. HEIGHT IN STORY ._..... 212 MAX_._......_................. 1 ................ 1 AS EXISTING 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NVSBC SECTIONS 714.26,714.3,AND 2406. LANDSCAPE AREA_.._.... 25%MIN................................. 44% ........ ..... 4 AS EXISTING Q 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS,SAME GAUGE AS ARE SHOWN AS NOMINAL SIZE. STOOLS. APARTMENT................. Parmhted as an Accessory use AS EXISTING 14.DIMENSIONS ON PLANSARE INDICATED FROM SURFACE TO SURFACE BETWEENWALLS, FLOOR AREA ..... 350 MIN. DOOR NOTES: PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES,UNLESS NOTED OTHERWISE. EXIST. 495.19................ 459,19 AS EXISTING NOTES: AO - ................ 29677 1, ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 75.PROVIDE GUARDS,RAILS,FENCES,LATCH PLATFORMS,DECKING,NIGHT LIGHTING,ETC.,A6 CONVERSION - .........._... 577.76 1 TOTAL 495.79................ 7,365.66 2 THE HARDWARE FOR EXTERIOR CORRIDOR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. ALL DOORS SHALL HAVE HANDICAPPED ACCESSIBLE HARDWARE. . APARTMENT BUILDING `} AREA RATIO 50%MAX.MA 3. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. i 16.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, USPS 1179.40.............. 1179.40 AS EXISTING GUSTS. SUMMARY O F WORK AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY CE CREAM PARLOR 531.98................ 531.98 AS EXISTING 4. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406(NVSBC). UNAUTHORIZED PARTIES.SITE WILL BE.LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY EXIST.APARTMENT 545.72................ 545.72 AS EXISTING THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: APT.ADDITION - ... 328.06 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND BARN Conversion - ............... 613.10 OTHER NOTES: 1.APARTMENT EXTENSION ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. TOTAL main building 2,251.10............. 3.1962fi 1.7 EXTENSION TOWARD WEST TOTAL ap,nnumt 545.72................ 1,486.88 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE,PANEL,AND STEEL NOTES AND TESTS. 1.2 CONVERT EXISTING KITCHEN TO A LAUNDRY ROOM 78,THE CONTRACTOR SHALL,UNLESS OTHERWISE.PROVIDED IN THE CONTRACT DOCUMENTS, 24.20%................ 46.50% 2 SEE MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. 1.3 RECONFIGURE PARTITIONS 'SECURE AND PAY FOR REQUIRED INSPECTIONS,PERMIT(S),FEES,LICENSE AND INSPECTIONS 1.4 SHIFT EXISTING WEST DECK AND STEPS NECESSARY FOR THE PROPER EXECUTION OF THE WORK Z.ADDITION OF CONNECTIION/ENTRY 19.MINIMALIZATION,SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 3.RENOVATION ON EXISTING BARN TO A LMNGIDINING/KITCHEN 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUTTHE OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: 3.1 STRUCTURAL REINFORCEMENT AND THERMAL IMPROVEMENT CONTRACT DOCUMENTS. Health Department SePdmte Application for improving wastewater system for the entire wmpcund is in progress AFF ABOVE FINISHED FLOOR HOR HT HEIGHT 3.2 NEW KITCHEN DEC: Not Ra d ALUM. ALUMINUM H.P. HIGH POINT 3.2 NEW BATHROOM TH COPYRIGHT U2021,STUDIO AN ARCHITECTS q°°° 3.3 NEW SOUTH DECK AND WERE E EPR ARCHITECTURAL AS ANSSTRUMENflNGSERECE TO THE EONER STUDIO AS HIS/HER ARCHITECTS BoardgTrustee: NatRequirad B AND HVAC HARDWOOD AND NOT BE DUPLICATED AS AN USED I MEAT OF SERVICE E FOR ANY OTHER LOCATION, REG URPO THEY Planning Board Required APP H. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR AVIV OTHER LOCATION,PURPOSE, HPC: Requimd ARCH. ARCHITECT AIR CONDITIONING 4.ALL RELATED HVAC,PLUMBING AND ELECTRICAL WORK PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. ZBA Required. Q AT HORZ. HORIZONTAL Conversion of existing accessory bam to expansion of apanmarrtwhh added connection,with BLD'G BUILDING ICMU INSULATED CONCRETE MASONRY erstng setback B.O. BOTTOM OF UNIT 0E ARCh C.I. CAST IRON INSUL INSULATION 'l�' AR T THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. CONTROLLED INSPECTIONS: FLOOD ZONE X 1 (NOTE OMrITED FOR STEPS SINCE REQUIRED SETBACK IS 41 CLG. CEILING C CENTER LINE LF. INTERIOR FOOT CLO. CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS,CLIENT AND THE SOUTHOLD BUILDING DEPARTMENT OCLOSET LP. LOWPOINT MU CONCRETE MASONRY UNIT MAT. MATERIAL COL. MAX MAXIMUM CONCC CRETE CONCRETE MECH. MECHANICAL THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT LOCATION MAP: DONT• CONTINUOUS MIN. MINIMUM LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. 'Z COR. CORRIDOR DINT ED MTL METAL .''9Jk Q� ``,•,t'Z A CU.FT- CUBIC FEET NAC. NOT IN CONTRACT A SITE SAFETY AND PROTECTION NOTES: PROJECT SITE GNo. NU BER ET° DET1AIL ARD NOM. NOMINAL ILIA DIAMETER NTS. NOT TO SCALE 1,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES,MEETING ALL DIM. DIMENSION PLY PLYWOOD JURISDICTIONAL AND OSHA REQUIREMENTS. ...�. "j p� l ..•-^"} ° ' S,( 1_. DIM DIMMER O.L. ON CENTER ,� 2 ,,' DR. DOOR R RAILING SITE SAFETY PROTECTIONS SHALL INCLUDE,BUT SHALL NOT BE LIMITED TO,EGRESS,SCAFFOLDING, 4 £ 1 ' �.' DWG DRAWING RAIL'G RAILING Q } E.J. EXPANSION JOINT REINF, REINFORCING 1 FIRE PROTECTION,TRIP HAZARDS PROTECTION,ETC.THEY SHOULD ADDRESS ANY POTENTIAL ' INTERACTION BETWEEN THE EXISTING USE,GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION _ ELEV. ELEVATION R.O. ROOF DRAIN PROCESS. ENTELE. ENTRY IL RMQD RREQU OOM PROJECT ED. EQUAL SLIP STRUCTURAL CONCRETE Turturro/LeshaW / -/'j �.} EQUIP. EQUIPMENT INSULATED PANEL CODE COMPLIANCE: A t /3 1{n EX ST. EXISTING SF SQUARE Apartment Alteration EXTERIOR SIM. SIMILAR L) Usa(s)and Occupancy Classifieation(s):Mix ofB(post olfica)A2(restauranQ and R3(apamnen[),as axistng y:yµ`^� f t /r r 'f ` - ^ E FF FINISHED FLOOR SPEC. ,SPECIFICATION 2.)Height and Fire Area:14.6,1 story,as existing;Fee Area Na },'f"^ FIN. FINISH OR FINISHED G.S. STAINLESS STEEL 3.)Type of Conesign it ria: VB,Engineered. 2x6 platform construction (.. �.f I; 3 k +"•'.r FL FLOOR STD. STANDARD 4.)StrucMml Design wtana:Engineered. £ ff/ j 7 +7. L p}�' S FLA FLASHING STL. STEEL 5.)Fram'ng elements. See Structure/Drawings `1 i -/ S _ y tr �✓'w F.P. FIRE PROOFING TEL. TELEPHONE ' OPTIONS 6.)Detgnlaadaaladatans:seeswaaal0revrings "j` f 1 q Title Sheet s i + 4" ,d'' FT FEET TH. THICKNESS 7.)Glazing protector:Required(W d Speed 130 mile zona'0.3 m le(<7 m le)to coast tine) f '£ ,>c 111 'E } "+ GA GAUGE T.O. TOP OF Provide Hurreana resistantratedwindovreandforprotAction panels asper Windowand Door Schedule '£F - '.',".`1' y, �- '� ".� GALV. GALVANIZED TYP, TYPICAL THE FOLLOWING ARE OPTIONAL BIO ITEMS.PLEASE PROVIDE SEPARATE.ESTIMATES ADDING OR s Y"°'f - q SUBTRACTING FROM THE BIO PRICE FOR EACH ITEM.THE OWNER WILL DECIDE FINAL INCLUSION OR NOT N Load paNsftom rao/to(aundatian'6ee 5Wctual Drawings PyE., G.C. GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED IN CONTRACT. 9.)Naimg and/or wnnection schedule,(taming deta4s'See SbucWral Dravrings 7� { 4 j " J ( .a GL GLASS V.I.F. VERIFY IN FIELD 10JNYSBC 103D Emergenry Escapa6Reswa Openings'Sea Floor Plan �,Y „ f 1 y,-,..+^" GWB GYPSUM WALL BOARD W WIDTH 11.)Plumblmg deer diagram:See Plumbing Dravangs `t W/ WITH OPT.1: 12 Location of fire tactor a ke alarm:See Electrical Drawings J - W..� 3 " - :-4 BASE BID CALLS FOR 2X6 WALLS FOR APT.EXTENSION,AND 2X4 WALLS FOR THE CONNECTION PART. ) pro equipment,i.e.smo gs g j -{« fi WD WOOD OPTION 7 IS TO USE 2X4 WALLS ON BOTH.THE INSULATION SHALL FOLLOW AS DESIGNATED FOR THE 13,)T.-design drawings vAth wrOfieaton.Na A"�'e. f` T i " �� W.R.B. WATER RESISTIVE BARRIER 14.)Energy calculators trem design professional'Prascnptive,Comcheck Cartficate is atachad ` .(.. � % t ms:.µ 1• (i Project number 21017 ) \\\ t WvVF WELDED WIRE FABLIC WALL TYPES. , `' £ z; 1„,_: + p °`=s+ Date 4/312021 `� Drawn by HA a Checked by GB al T.01 Scale As indicated I SI TE PLAN IS BASED ON SURVEY BV studio a/b architects nse rvnexax eYisr.uawPOF msssro eenwry KENNETH M.WOYCHUK LAND SURVEYOR 651 Wast Main Street r, DATED SEP.2D,2019 Riverhead,NY 11901 °G 631 591 2402 o N-� LOCATION ORIENT,TOWN OF SOUTHOLD.NY. NIF om 631 323 1426 WILBER YOUNG P ✓`� glynis®s[utlioabarchilects.com PROP.WASTEWATER Ixsratiunnm SCTMO:1000-25-1-18 OR SYSTEMMIRIAM FOSTER o �\' - LOTAREA.10680.60 SQ.FT.OR 0.25ACRE mailing address. f1 PO BoX 444,Orient NY 11957 PROPOSED GREASE TRAP- I ' -USPS TRUCK ELEVATIONS BASED ON NAVD DATUM 1988 S64-23-20-E125.90' �x'i THE WATER SUPPLY,WELLS,DRYWELLS,AND CESSPOOLS LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND/OR DATA OBSERVED FROM OTHERS then[an: PANEL NO WETLANDS ARE WITHIN 300.OFTHEPROPERTY(ORIENT HARBOR900'H-1 JoTlrturro,JOTASCORP. I - b �v4 s i _ a o IN UNFINISHED E, ¢� '�'� ----' ,jjp BASEMENT FLOOD ZONE X 1 fo { e s,e address: w -Y I cn•vss o v 1000 Village Lane sx v3$ee II i-PROP.NE EXISTING GLOSS BUILDING AREA: Orient,NY 11957 meas to.%11 p --a 71��I WELL LOCATION BARN(accessory SNrage) 613 SOFT. r 3 . ,�- 11 �. - /� f/ Y•.�42j.i I MAIN BUILDING: USPS 1,179 SQ.FT. �v\ te—pN: 1000-25-1-18 ' I y ICE CREAM PARLOR 532 SOFT. \�= / lcrn APARTMENT 546 SQ.FT. A. a 1ST RY FRAME ^I` 1\ / !/ Z TOTAL 2,257 SOFT. \ Z i kGE ON SLA c j 4 \ .Ii 1\`h xi v 3 EXISTING APT.BUILDING AREA RATIO:co 546/2 257=24.2% r I TO RAN OVAT '< �`; f - l nsxAua Z7 m ARTMENT K T fir' 4 !� % m PROPOSED GLOSS BUILDING AREA: m G m EXISTING STORY BARN(BECOME A PART OF APT.) 613 SOFT.(NO CHANGE) wxc� FRAME BUILDING MAIN BUILDING: USPS 7,179 SOFT.(NO CHANGE) �6 p LOTCOVERAGE: ICE CREAM PARLOR 532 SQ.FT.(NO CHANGE) ' I_I-,^ I_— axial z r 22495F(HATCHED) EXISTING APARTMENT 546 SQ.FT.(NO FOOTPRINT CHANGE) / z W s f U 11}11 1,15TORY SRA /,./, ,y 1 o n FFL 17.8'1 ADDITION 328 SOFT. II APAR NT 1/ ff u1 A I TOTAL 3,198 SOFT. r TOB R OV TED / mi�lc nn/1UPIj .I A / fli f r f m m PROP.APT.BUILDINGAREA RATIO: (613-546-328)/3,198=46.5% _j,, 1� p'. TO A'._E DOM SUIT // �x \`J PROP.A/C N ( UP O I N J 7-1 12.5' l\ ��•EEXTENSION-,"-� \ _ 'd EASTING' L' ms - EXISTING TREE \l - e 1 5.47 PROP.STEPS A/C TYP. -PROP. SHIFTED EXISTING N/F \/ � CONNECTION/ DECK AND STEPS P.WASILEWSKI ENTRY OR pyXvmoxeroary 1 ANDREW K aeaux 1 STORY FRAMED BUILDING TO REMAIN 1 n.rus WITH COLLIER USPS(DIAGONAL-UP HATCH,1,179.4 SQ.FT.),AND 0 10 20 30 FT '' 11 I ICE CREAM PARLOR(DIAGONAL-DOWN HATCH,531.98 SO.FT.) --i STATE STREET(SKIPPERS LANE) r1 Site Plan 20'_0"proposed 1"= K V r�..:. '-- F':-.-'x_��-y-y'-' ��l�'==�=�.�:.r.:..'_�-r_-,-•.-><>=,=�.=Y=,_;=:,% - _ Y=��=--�%-,^��=._,�, No. DascrlPnvn Date �— �r``'�� =-� ;_�!! �,`��` ��f!/li,, !r r �! � !! ,r-✓.:- 1 Ravisien 1 seal RE DOOR NEWWDOOR WILLBE IN THE SAME LOCATION BUT RAISED ELEC.PANEL TO BE RECESSED IN WALL I — r Y.2 I f 1 BE REMOVED STORED AND REUSED fT� , OPEN NEW f - .f ..J, ...,1:...:7 :1 �.. ff DOOR OPENING �f_- - 1 I 1 CONCRETE APRON TO REMAIN --- - �!.Y! _ f _ WD PLATFORM I I BARN. .' 1 SET OF BARN DOORS TO BE REMOVED AND STEPS ✓ / / ONE PANEL SHALL BE STORED AND REUSED TO REMAIN I (STORAGE) 1ioi T WEST I .. - �, TO BE SHIFTED TOWARD S - CONCRETE APRON TO REMAIN _- -- - - - - - I I AR ti EXISTING DECK AND STEPS PARTITION TO BE - N __ - - - �7' %!f� �� -/"%!f Gj'CQ• �`gn _ E DEMOLISHED - -_- 1 f J'C-.�•=,Zj.'-[f / 7!!f _ :� ,.7,yS THIS.PART OF CONCRETE TO BE REMOVED , `--- I AR rr II I BE DEMOLISHED � '.! y/ E STING -- —APARTMENT l il; TO REMAIN d NT EAST PORCH i Y.1 ----- if7, �f y .r elf , I. OPENING TO BE BUILT FOR GLASS DOOR X•2 j--t: _ 1 ------------- WINDOW TO BE DEMOLISHED 1= Isem \� , . �\; \t`� PROJECT R_� Turt urro/Leshaw . Apartment Alteration APARTMENT _ -- — yyI fl....+, _ 1 - . t - I�� ~ \tic1\\ SO -� �. ____...... �.�\ \ - s� ; Site Plan, Demolition . . .:_ _ _ _ - - � ---- -- -- Plan n _ \\_ \ \ Projednumber 21017 KITCHEN CABINETS \—BATHROOM TO REMAIN Date 4/13/2021 / DOW TO BE T THIS WINO BE REMOVED I Dawn by HA G �\ REPLACED WITH ADOOR �1 /� PLUMBING FIXTURESTO BE REMOVED A.3) ��11 A.A1 LINES DISCONNECTED AND CAPPED Checked by GB ,1 z Demolition Plan A.O 1 1/4"=1'-0" Seale As indicated i EXISTING BARN ROOF studio a/b architects .3 651 West Main Riverhead,NY 11901 '5 A03631 591 2402 NEW CONNECTION ROOF 6313231426 ASPHALT ROOFING COLOR TO A.05 ON FULLY WATERPROOFE.WITH ailing ddr.-: PO B-444.Orient NY 11957 TPO OR EQ. q Barn Room(LDK) NE APARTMENT EXTENSION ROOF 6 A.03 3 ^Z .............. ASPHALT ROOFING i' . COLOR TO MATCH EXISTING 4 F 374 SF Joan Turturro,JOTAS CORP. 7.5 II' 14.3 8.0 it,address: w 1000Vill.g.Lane Ofle,,i,NY 11957 ........... -7�= tax map#: 1000-25-1-18 245 in EXISTING APARTMENT ROOF Den. 16 ASPHALT ROOFING Bedroom P, w I n C a;A 2 E L 216 SF, ZU ility i F rl YA ---—----'---I — — — — — — — — —\DB� 40 SF (X,- A a ment Re 6.1.6 ss Plan OCCUPANT LOAD: R...# R— Sp-Function Net Area Net A- Required A,,..I Nota Time ne,O....in O-Pent Load 0...Pan,L.. I Bed— R.,iidimb.1 200 U2 1 2 Den R.eidimfi.l 200 216 2 0same Ocw ant as Bedroom 3 Walk-in-Closet R..id..b.l 200 11-fid.d in Bedroom \LO4 4 Ub Residential 200 40 1 0 me Occu and as Bedroom 6 Barn R— Residential 200 374 2 0 me Occu ant as Bedroom 2 Roof Plan a Pa.- R..id..fi.1 2- - 1 0 ma Occu ant as Bedroom 114" 11.01, TRAVEL DISTANCE: . . . . . . . . . . . . . . . . . R... 4,fEAtR-I,d E,it O..n# Travel 0 i-n- I Bed— 1 -1 50.2 Na DescriptIon Date 'rr2 Den It ..1 23.2 1 R.Aw.n I SRI21 A05 TO EXIST.EIEC.PANEL 3 W.Ikwin-CI-1 111 ..1 45.2 2 Revision 2 5113121 TO BE RECESSED IN WALL (X.2 4 Utility -1 16.3 6 B.m R... 11 1 50&2 8 Pan" 11 1 50.2 24--2 314"-1- (A�3 CODE REQUIRED MAX.TRAVEL DISTANCE:III -SIC 71111.2 CLERESTORY U ADD NEW PARTITION .2 ADD NEW DOOR Est at room ll�IljIiiI1i++-! i 30°X77 r II j--EXISTING CONC.PAD SHOWER PAN EXISTING WD PORCH AND STEPS TO REMAIN A.D6 i5 Ilk �'Iir.N] Ej __....... ..... 2. 4 A.2 A.3 4-01 WD FENCE&GATE .I IQ�r TO REMAIN 1E.- ifflWiHIIIIMNM� ; 11 1 1V ADD IX4 HORIZONTAL B.3 LATTICE BOARDS @4 O+C. REMAIN AS IS ti VUH .. . ......... i if liiif 1111 e -41/2 10 BENCH W.-15 I I. --4 15"vv--- 7. , ,�.;. �, 2 ....................... WeSt:Bathrbdrry CLOSET .....•. ... INTERIOR RENOVATION ONLY i6'DEEP . ... EXISTING APARTMENT .......... BUILT-IN -SHELVES v �mm .III EXISTING WINDOW. A ........... it Y.1 ............. ............ lit, ........... ................ ............. ...................................................- 73/4+1-, ............ ........................ .... ............- ..................................... :w. :::::www:.::+--::b::.- ........... PROJECT ......... ..... :=H:-------- Ea.: ............. ... ......... B.1. -7-!79�c-,E CREAi PA R*LOR Turturro/Leshaw 17'-0 314'-1- .... .......- 2'-1 5..4" ............. 1'r Apartment Alteration ................ .......... ............. ............. >2 Y^2 ........................ ................ ...........- .......... ............ --- ... .................... ... ................. ------- �+++.+-+!..�.....;.�= -- ' ;� " _.:+-_:_:+.+::::..::.:::::::.-::::+:::_._::............................................ ............... ............................ ................ ............ ......... Walkwurt-l[b �04 r===Up �- ----........... == --.............................................................................. ............. --------- ........ ........... 3'- I II'+1-� -12�D- ................. ........... ............................- - ................... ...........z. Floor Plan, Roof Plan, .... .. .......:: I - - – 'F�—— ................... ...................-H. ............ ........................ Egress Plan ................. ............. ........... -:7- .......... NEW ON-GRADE DECK---------------------- ............ ........................ ..................... ...... 21017 4 III• 2"" L 7 'g�=m'ptip r ------iLERE T'.RY ABOVE 30'-2314•+h U Date 4/1312021 (SIDE ACCESS LOCATION SHIFTED DECK AND STEPS EXTENSION //4\ Kn' SHIFTED) Dawn by HA A.3) S.— AA GB EMERGENCYACESS OPENING A 1 LA- Floor PIn A.02 1 14 I S.Ie As indicated .' studio a/b architects 3 �4 ' 651 West Main Soeet —CONNECTION ROOF EXISTING BARN ROOF Riverhead,NY 11901 A.O6 A.06 ASPHALT SHINGLES 631 591&D2 EXISTING APARTMENT ROOF APARTMENT EXTENSION ROOF T-�. ��- TO MATCH EXISTING NEW CLERESTORY 1 631 3231426 /1 ,1 �- OVER TPD OR E0. glynis®sn,dioabardlitects.wm Y AS SHINGLES .A.3 A.Z' A.�' TRIM TO MATCH EXISTING ` TO MATCH EXISTING ` WATERPROOFING SHI EXISTING SHINGLES ENTIRELY mailing atldress: \ NEW CEDAR .... .... PANTED EXISTING PO Box 444.Orient NY 11957 EXISTIFA NG. G.TYP.M iX2 ON 1%B \ ` I �^PAINTED TO MATCH ❑ys dienC `� EXISTING.TVP. STYLE AND COLOR TO MATCH ,\ '\ \ 1 EXISTING � EXISTING 1; \ ❑ _. / TVP. �I❑ E%ISTINGSGINGLES T OTAS CORP PAT NEEDED I , Joan urturro, / CH A9 5i1e adore:e. J mOD Village Lane On—,NY 11957 - . .. taxm t 5-1 18 I I. ! - .. . .iii L :., .,_ �I❑ ❑{f 1 \\^ �J' 1 _ EXISTING p - _ _ / TRIM REPAINTED TO MATCH EXISTING \ ❑❑ € tar— T2 f� �_{I � I I _ _ �.......❑...._.._1-.-� .� ..._ .-•�- ,1:�.. _....... ......_ .. - BamFIDorRaised __ I .... ... - _ _ ._.. __._ .. - -- .,-. EXISTING WINDOW .. .. .__.. _. ........ .1 ._.... .... ...... ..... ,:. ._ _ .... ...: .: :.. ... .- 2 5" CEDAR 4X4 POST ❑TRIM PAINTED TO MATCH EXISTING �NEW DOOR,REPLACED AND RAISED,PAINTED WHITE Apartment,Connection Part,and Earn r - 1 NORTH Elevation NEW PLUMBING VENT - - (Y' A.OS (f'Z (t•Z A05 EXISTING ROOF pC p ,1 EXISTING ROOF (o'Z BYV (o' A.D4 FASCIA t/ 1X2 ON 1XB I I No. De dpdon Date PAINTED TO CEDAR SHINGLES MATCH 1 Revision 1 5!721 EXISTING EXPOSED n EXISTING STYLE AND DOLOR RAFTERS EXISTING EXPOSED RAFTERS -rl'P. TTOP MATCH EXISTING EXISTING VERTICAL SIDING I TRIM TO MATCH EXISTING,TYP. EXISTING SHINGLES li L ti1 �4( / : I — 1 I I f .q it I 11�r TING BARN DOOROER NEW SLIDING PATIO DOOR '?':" 1,.,:1..1 L. 1'L, .1:.. ,:1.. Ii,.: .:,.,.., ;I:: Y:..li 1;;1 1 First Floor — First Floor z i - -._ :' :-'.- .-s �+ - ! Barn Floor Raised `.B`am Floor Raised .B m Floor Raise_d � = - - - _ - - 1- ... -- .. .. _ I - .... _._... Bam Floor ' S: 1 -2' i ..... _..... .. :: - a F o r� I---: t \. f l: B m I o ........ .....I.. _._:: 1 ... ...... t__._• ,.....,.:_ _.- _..._ :L__.. 3=0 .. :._- -. ..._ : 1 - •.__: I ... ....I .. :I,.....- . .'L.__ , / :!NEW.EDAR SHINGLE$. �, :I .,.. .. I. I. .. I.. .,'....... . ......::_... :..... :.... .,..:.:.. _ EXISTING BRINDLES ...... _.:. �. I I I .. 0 STYLE�AND�COLOR�., •:.... , ..�,..... ........ :.... '. ,..._ -', .--...., .__. ....... :...:.: :. :....' ;.... '� _ 1 TO M ITCHI EXISTING ❑RE INSTALLED ONE•SIDE OF BARN DOOR" - ' OVER WALLED OPENING '' '- '' '' NEW DECK RELOCATED DECK AND STEPS Connection/West Entry and Earn East 5 Elevation 3 Bam West Elevation /2 WEST Elevation Copy 11,4 , F�"ARC ti. .'C 1 ARI;. Fn 4 1b: �r A06 A.O6 A.04 '!} �STR EXISTING CONNECTION ROOF NEW CEDARS INGLES,PAINTED ASPHALT SHINGLES STYLE AND CO OR TO MATCH E%ISTING 1 q TO MATCH EXISTING ,1 OVER TPR OR EQ. A.I A.Z (A.3 (A EXISTING SHINGLES EXISTING ROOF PATCH AS NEEDED W TE ENTIRELY PROOFING ENTIRELY EXISTING SHINGLES 1%2 ON 1X8 PAINTED TO MATCH EXISTING 11 IT 11 11 If 11 11 If 11 11 If 11 11 IT 11 �--APARTMENT EXTENSION ROOF P, ASPHALT SHINGLES TO MATCH �� PROJECT EXISTING EXISTING N SIDE Turturro/Leshaw 1 1 1 I WINDOW DDDR ' I I � II � ; , 1 I I�❑ Apartment Alteration I I I I I II ❑ ❑ F 'I l I�I I I I I II 1 ❑ ❑ I� Y, "� � '1;1 I I III II 114 III III g II II 'I III II I t I Elevasions 1111':111 I I I ��-, IIII' :I '�I9.' II !10PA�i 1 1 11 II I I ' I I I I I I l t I I I I III I II III n IT II IIII I'I I I I n III '11 III I I I I 1 1 I I I I I - .1uJw,t-..0 I 11 n I 11 u I First Floor m �11II 1'I 1 'II 11111 �I 'II 1 / 111'111 ; '1 II I'llll II II II IIII I'll III 1'1111 I:NtI\'I'I III I' 11' 'I I'll' Al 1'11 d T III'll n 1 II II I" I'I 111 'I ' 'I I I 1 11 , II 1 11 1' I I 1 ❑/ f Project number 21017 1 �. Floor R2 ise�� Date 4/1 312 0 21 1=7_1=,/L1 -1 I I-LIE-1:1-11 -11=1 I -1 d HA II '—I I! ' ' III—III—I 1 I—I J I—III—I t l—III—I I,I—III—III— —1 I I—III—III—I I{—III—III—III—III I I! I I—III—I I 1 III III ,III III t l l III, III III III III Ill I'I I Checked by GB NEW 4-PANEL PATIO DOOR TRIM PAINTED TO EXISTING WINDOW ANDTRIM,TVP.�� pROP.LANDING AND STEPS I MATCH EXISTING 4. A.03 N SOUTH Elevation Copy 1 (STEPS LOCATION WAS SHIFTED) style 1/4"=1'-0" 7i I �o RIDGE BOARD i� - ASPHALT ROOFING ON ASPHALT FELT studio a/b .architects PAINTED ON HUNTER PANEL COOL-VENT 5"ON Z'Rp 6.1 �1 B`1,6 A06� B,ZI ON 58""ISH EATHNGINSULATIDN B.1 AND/OR B.2 SE�PPN�` vENSS Ri head NV 119011 V AIR SPACE INCORPORATED IN \, - ON 2X6 RAFTERS,EXPOSED IN ROOM 15"D.C. ��NNUN Ng4C00i 631 5912402 /1 HUNTER PANEL / Sp PC EFP SON I 3 - --- P 6313231426 A.114 1I ��_" I _10"+I-,TO MATCH EXISTING 2X6 END BLOCK P�j\ —/NVNS\G\O 1N5VVPS glyn s(jswd oabarchnects.com (3)-2X4 NAILER P O Ori ddre Pss Or PO Boz 444. ent,NV 11957 I �� l PINE 1X4 _ SAVE CONST.: / client: PANELING 5/e"SHEATHING - —% X PAINTED — �—FACIA 1 X2 ON 1 X8 PAINTED :3'31 2 '\ Joan Turturro,JOTAS CORP. _ 2X6 15"O.C. 1%4 2X6 RAFTERS EXPOSED 1 �;� r'.-� ,�� I 1000 Village Lane PAINTED PVC SOFFIT W/VENT /� 2X6 RAFTERS EXPOSED TO ROOM Orient NY 11957 (2)-1 3/4"X 512'LVL PLATES / PAINTED TYPICAL WALL CONST.: .7 II. ti I. I 1XSFASCIA _ CEDAR SHINGLES PIN G 1X4 E ! �—WALL TOP PLATE: tax map p: 1000-251-18 PAINTED,EXPOSURE STYLE AND > HORIZONTAL PANELING w % (2)-_1 3/4°x 512"LVL III IIII �� ''' COLORTO MATCHEXISTING ,\ I ON3/8"GWa O II__1_LLJ � IIII I i 111 10"+/-TO MATCH EXISTING-' �; ON WRB(BLUE SKIN) { I I I ON 12'SHEATHING S ON2%65ND5 { HW FLOORING TO MATCH EXISTING- 5 lrr XISTING 512"MINERAL WOOL ON 3/4"SHEATHINGG BATT INSULATION ON 2XIDJ015T5 Q16" 2' III 5 v C,,Apartment Eaves-Callout 1 o L, ..._...._FirstFloor LLLLiLu 512MINERAL WOOL. h k < BATT INSULATION _Barn Floor Raised .,Irl l l I! II. ,I II II SI.�. II LI i L II Ill;l I_ -2'-S" V —_ —I 1=1 II-1I1=1I 1II II 1 III III—III F11 7—'' -111—I 1-11 -1 1—I 1 a'_z1rz./_ 1 I 1 I 1=1 11 1 I I—I I I—I 11=1 1 1=111=11 n 11=1 11-1 I I— I I—III—III—I�1—I 11 �1-1�1—I�1—I 11—I 11—I 11—I 11-111—I 11 11 I-1�1-1 I I—I�I -I 1-1 —111=1 —1 1 1—I I-11 —I 11-111—I 11—I I—I 11-11 —I 11-1 1-111 No. DescrlPtlon Date 11-111=111—I 11=1 11 11-111—I 11—I 11=1 11=1 11=1 11=1 11 1 I III 11 I 11 I 111 11 I I I I.I : I I —=III—III-- I —=III—III— I I—I _ -111—I�I-111—III—I�1-1 11—I 1 1-111-11 —I 11-1 11-1 L 1 —III—III III III 111-111 111—I I hI I I—III—III—I I I =1 I =111-111-111- =111=111=1 I I-111= I-1 I-1 -111-111111- 11-111 rl 11-111=111—I 11=111=1 I=111-111-11 —1 1 1-111=111- 1 T ical South-North Section thru Apartment ASPHALT ROOFING ON ASPHALT FELT ON HUNTER PANEL COOL-VENT 5' ON 2"RIGID INSULATION ,1 \` ON 51"S EATHING A.4 ON Z%6 RAFTERS,EXPOSED IN ROOM 016"O.C. ( { NEW PARTITION j EXISTING ROOF EXTENSION UNDER EXISTING ROOFICEILING I � I TYPICAL WALL CONST.: I CEDAR SHINGLES PAINTED,EXPOSURE STYLE �. AND COLOR TO MATCH EXISTING ONWRB(BLUE SKIN) - 1X4 PINE �Ir7f1 ON 112"SHEATHING - HORIZONTAL PANELING 13/4°X31/2 LVL COLLAR TIE, II ON 2X6 STUDS 3 ON 3/8"EWE PAINTED _ 512"MINERAL WOOL ~ IIID BATT INSULATION `/ FP-.TE. CIO, V' .Den t It Iity �Ll �l HW FLOORING TO MATCH EXISTING ON 3/4"SHEATHING fRr 3l ONLt 2X10 JOISTS X16" a ❑�/ L I 'LJ"s I I PLKET DOOR °\ ell LIE a 1111 11 111111 1 IFirst Flo r PROJECLLLiL_LLLLaT x /: 512'MINE RAL Woo "I Turturro/Leshaw ILLL - BATT INSULATION EXISTING FLOOR CONST. X Apartment Alteration I �; I I I—I I I I I I=1 I I 111=111—i I I III= I >c � ,'� III III=III III=III-111-III—I III=III-III=III=1J1 -III III }' 111-1111 III=III III—III III III= Building Sections thru =111 III=1I I =1I I—III-1I NEW2"RATE AB Y 111 -1I I—III-1II III=1I-1 Apartment I I FI 11 1 I 1=1111 111 111 111 I I ;, ON DAMPPROOFING =11 III=11 III p —I I I l I I III—I I I—III III—I I h�I �: I � ' � I, III Ill ill III I I I III—III _I 1—NEWiCRAWL SPACE FOUNDATION!—t l v \ �� I F!I I-1-1 I III- =111 - —' — — _ 11=1 L - 'III=1 =1 =III=1 =111=I I I—III=III=III=1! =1 =1 =1 =1 l =1 =1 1=1 =1 =1 1=�1=I 1=1(1=I 1=1 1=1 —I�.1=1 = = =1_ Pm;eotn ber zloty =I I=III=III=, 1—III—I —I_I—I l_i l I _ a,.. _ — — — — _ _ — _ — _ — _ — I I—I i I — — — = 1 =I =111=11y-1 1=1 1=1 1=1 1=111=111=1 1=111=1 11=1 11=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=111=1 1=1 1=1 1=1 1=1 1=_ 1 =1 11 =%1=1 1=1 1= Date 4/132021 III=1 I I=III=1 =1 1=1. —I I— I,—_ �I 11-1 I I—�=1 I I=1 I I=1 I I—III—III—I I I I — _ -1 11=1 11=1 I I—a 11-7111--111--;I --111—1 I=III-1 i i=f I ISI I I-1 11=1 11=1 I I-1 11=1 IFI 11-1 I I�I 11=1 I I-1 11=1�1-11 I-1 I I-1 I I-t 11=1 I I—I I I I-1 11=1 I l I � ' !I 1=1 11=11+.=1 I t-1 D��n by HA — \—EXISTING CRAWL. PACE FOUNDATION ec Chked by GIB Imo 52 J,Typical West-East Section thru Apartment I O� 1/2„=1,_13„ ` sole As indicated l PSTALL RIDGE VENT EXISTING ASPHALT SHINGLES ON RATH,BOARDS studio.a/b architects 651 West Man Sir-t, X.1 X.2 Riverhead NY 11901 631591 402 3231 631 3231426 EXISTING T X 6"RAFTERS @24"O.C. glyrns@slud'oabarchitbcts.com maiing addr. PO Box 444 Onent,NY 11957 I � Il� diem. tet;,, ! z Joan Turtufro,JOTAS CORP. 1000 Nnage Lane Ori—NY 11957 BATTEN "'. I ON IX4 PANELING `�\ , I 1000-251-18 �ON 2%E2051STERED TO \ tax map#: E%1STING2"X6' rti —3/4"TBG PLV WD SHEATHING RAFTERS !� -- , EXPOSED ON 6'RIGID INSULATION R30_ �Xfi CEILIMH JOISTS 24"DEEP WALL' I PLUS Q16"O.C: 1 CABINET 4'HUNTER'PANEL ? __ INSTALL EAVE VENT—( G H-SHIELD NB R21.1, )- EXISTING EXPOSED RAFTERS AT EAVES OTAL R=51.1 IC 12"'GWB 1x4 HORIZONTAL PANELING,PAINTED Y - �'� PAINTED ON 3/0"GWB \� \ EXISTING SHINGLES AND SIDING ON 1 12'FURRING 12"GWB,PAINTED ON EXISTING 2"X 4"STUDS NEW TRIM TO MATCH EXISTING -- IC ON 2X4 STUDS @11"0,C.O.C. 512"MINERAL WOOL BATT INSULATION R23 I11 ^/ REUSED EXISTING BARN.DOOR ! BETWEEN STUDS C NEW GLASS \ PANTRY TALL CABINET OPATIO DO OR SHE DOOR Q U D y HW FLOORING r\ N 3/4'PLSHEATHING NEW TRIM TO MATCH EXISTING S \t\VY^ � ON 2%fi SLEEPERS t•776'O.C. � - ✓y __ ON EXISTING CONCRETE SLAB —BASE CABINET f� /�/1 S 51/2 MINERAL WOOL tl /U(�` { tt BATT INSULATION R23 �l G ,nn /1/1/1/1,/1 nnnennn ennn n nnn nnn n 'nn - _ Bam Floor R2is5 ofSpU-IHGOMM1S610�'� FOUNDATION — ` _ — / - 7 _ F OOf 'SpW�E SRVp�ION EXISTINGNa Descrlptlon Date Bam I 1 Revision 1 5/721 TVP------------------ - !- - ! i.:: -_ I I III III III III=111 _ EXISTING CONCRETE SL40 �-I�I-I�I-III-III I I-III-III III-III-III-III--III-III-I�I III III III-III-III III-III III-III-I I i-III-I i IIII-I III-III-III-III-I�I- . St; e��iof=l l I I1=1 III=1I I-III-I 1=1I1=1 -I I1=1I -I I1=1 I-I 1=1 -I I1=1I 1=1I I-III-III III=1I I 1=1 I1=1 -I 1=1I =1 I =1 I I=1 I E= I 1=III=III=1 11=1 11=1II-I 11=1 11=1 I -I 11=1 I -�1-11 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-I 1=1 1=1 11=1 I I-I I=111=1 I I=1 -I ` -111-1 I=111-111-111=1 -11!-111-111- r-11 .111,-111, 11 I 111-111-1 I 1-111-1 I 1-111-1 1-1 1- 1=1 111 111 1= A.05 EXISTING ASPHALT SHINGLES ON RATH BOARDSI EXISTING 2"X 6"RAFTERS(724"O.C. I Y.2 (Y.1 - _-..._._ ... •• _- - -_ —.—_-- — -_ _ ... .. Y . .... ... _-.... _. ::P RIGID INSULATION R30 : .. — . - ":: 4'HUNTER PANEL_ .... _. _. -.._. ..... ... ........._ _ ..:....._ ..:-::.__ :TOTAL R=51.1'. .._.._. .-... .. .. .. GLES -� -�- �--�-- - ----- �� E%ISTINGSHIN AND SIDING -- .... ...- ... —.. _ _._....._._ ....... .:. _. .._ .. .. _. __ X4PAN_ ON 1X4 PANELING _ .PAINTED I''. ON2%12SISTEREDTO L72EXISTING:RAFTERS_. — _ __ _..._ ._ .-.._ - '-_—_ ...... _ _. _.. ..—___ ... — _ -.. 1x4 HORIZONTAL PANELING,PAINTED ON Ire/T URRING 1X4 TRIM EXISTING SHINGLES ON EXISTING 2"X4"STUDS(726"O.C: PAINTED T-0" 1'-9"+/_ 1 A 51/2'MINERAL WOOL BATT INSULATION R23 BETWEEN STUDS ill � 1X4PANELING,PAINTED ON 3/6'GWB L i I PROJECT p� jj Turturro/Leshaw HW FLOORING € y >3JI Nt ON 3/4"SLEEPERS SHEATHING Apartment Alteration ON 2XI SLEEPERS gIVRET D.C. li,T�.. yp ON EXISTING CONCRETE SLAB S I, � Flf6t 4I ,\ 51/2'MINERAL WOOL BATT INSULATION .I Building Sections thru J I A. p: - Bam Floor Raised ,.? _2'_g' S Barn -.� -- --- — -- -- t, n // , AAA.nnn n.n";� - - - Bam Floor A� -,. .._ ..- i — - - - -— - - - - 3-0 I - - Pmjea number 21017 i --: -.. S`-._ ..,...:; .. -- �.. .-" _... .._. _: .; � —i I I=1�I-1�1=1�I=1�I—I�I—I.i I—I i I-1�I—I i I — — — — — = " ='' _- — _ ' `�—III=III= _ =III=III=I ft={11=Ili-111=III=111=1 I=11 =1 - 1= I-I I-111-I!i=111=11 Date 4/13/2021 111=III—II II-- — — — —, IT— — II = ,> _ — III ,IIf _ — — — - — _ _ — II — - _ _ 1.`r ;=1 ,-1 !_+, Ill =1 =111=111=1 III= =1 !—III—I 11=111=1 I=1I =111=111=111=111=1 I—III=1 I -1 11.1=1 I =1 -111=1 LI=!111-III-III=III=III=1 I 1=1 1=111=1 1=1 1=1 1={I 1=i 1=1 1= Derby HA a DIOaHiOftt1-�So—ubt'5 eta �lfU-Barn I—I —i —I —ILI—III— —I —i I— I1— —I —I I'I—I I I—1 — III 'eneckea by GB IL, =1 I,—I —I 1= = — —I — — — —I = 1=1 1=1 -1 1= 1 x=11,=1 I I—II 1! ! =1 I-111=1 11=1 l I=1 -1 I -k l!—I 1=III !=i l' L i- ,- -1 El!,1 I I I I � ; I_ I l I I III—III—I I I—I I I_I I I—III II .II 1� I —1 I_ - I —1 1 i—I -I I A.05 - _!1 =111= =1 !— —III—I _I I_f 1=1 I 1=1 !=11 I—III—III-1 I—III—III—I —I ,. :_, 1=I I,—I I_1 11=1 I II I— =11 I= I =I -1.1 I:;-!I 5=1 11= I1-! -!I 1-1 I —I 1=1 !-1 —1' -1. - r-1 I !!-1.11-1 11=1 I f-1 I I-1 11=1 1 1=1 I,-!11-111=1 11=111=111-111-11 I-111-111-111-111-—I 1=111=111=111, I!=111=1 I t-1;'1-1 - 1 I'=11 i='11-11 I-!11-11 1-11 E 11-111-11 i=1 11=1I . -1 i= _ _ � ...111.. 11 , I , I - .. _ .. .. ... Seale 1/2,._,,_0„ I NEW ROOF CONST.Al'n✓i: LOCATE NEW RAFTERS FOR NEW ROOF CONST.AT APT. ,J I,� A�. /��_� NEW ENSIONLOCATE NEW .� EXTENSION: _ studio.a/u architects 4 A.1 3 A.2 I ASPHALT ROOFING /� ARRANGEMENT FROM ASPHALT ROOFING ASPHALT ROOFING �.- AJ3 ON ASPHALT FELT 2 " 2 1 B.1 B.1.6 B.2 651 West Main Street, A06 A.05 `i ON ASPHALT FELT EXISTING ON HUNTER PANEL COOL-VENT 5'A•0)4 A.O6 �,�1 Riverhead,NY 11901 ON HUNTER PANEL COOL-VENTS 631 591 2402 ON TPO OR EQ.WATERPRROFING �Oj �'� ON 2'RIGID INSULATION - ON 314"PLVWO SHEATHING ON Y RIGID INSULATION METAL FLASHING WEAVING - 631 3231426 ON 2X12 RAFTERS 16°O.L. ON 518'SHEATHING EXISTING ASPHALT ON SIB°SHEATHING _ \ ON 2X6 RAFTERS,EXPOSED IN - glynis@.Wdi.abarr ft. s ON 2X6 RAFTERS,E%POSED IN SHINGLES ROO @ O C ---' —' ROOM @16'O.C. /— • \= : mailing 444'0' 3'CLOSED CELL SPRAY EXISTING ROOF CONST. _ PO x ent NY 11957 M 15 FOAM R19 PLUS _ L WOOL BATT INSULATION R30 71/4°MINERAL WOOL BATT - --.-- --"-"- --- "-" -- - WOOL BATT INSULATION TOTAL R49 "°_ �1 2x6 STUDS WALL 3'CLOSED CELL SPRAY FOAM Rig PLUS �. ` —�� WITH 71/4'R25 MINERAL 7114"MINERA I 1 INSULATION R30 � � -�J�� =� \ 1. TOTAL R49 - _ RAFTOERSD ""' I EX - dlenl: 1X4 PINE PANELING PAINTED 1 J' 6.3 Joan Turturro,JOTAS CORP. V I I I IIII -�I PAINTED y M.address. 1000 V11a.Lane � - Orient NY 11957 I 2Xd STUDS INTERIOR PARTITION ?I 7 2x6 STUDS WALL III —� SURFACE FLUSH TO \ ,�` 1 _ I `-tel EXTERIOR 2x6 WALL ABOVE , ta—PN: 1000-251-18 { it I WITH 71/4'R25 MINERAL ' ^°�� I \� \1\ WOOL BATT INSULATION IIII II IIII l i I I i IIII I� � E__1 ! (2)-13/4'x 510 LVL HEADER- IC I'. 2xfi STUDS WITH 7114'R25 MINERALWOOL (2113/4'%71/4'LVL HEADER m o BATT INSULATION��I� RI IOOINSUIL LATION II I{ 1 _ CONTINON UOUS ON WRB / TH -72"R75 MINERAL First Floor __ ___-- _ _ _ BATT INSULATION • ^G Y I Barn Floor Raised 1_ _ _ _ _ _ _ _ I :Barn Floor Raised a-\ _il XXXV Barn Floor X 2 r \ 7F-II —I I1-1 \C -III—III—fir NEW FOUNDATION EXISTING FOUNDATION WALL- Y, I III—III-1 PROVIDE ACCESS OPENING TO NEW CRAWL SPACE X =1 I I—I I I II—IIII-111—I Na DeseNptloR Date X CRAWL SPACE - — — — — — — — — — 6 3 =____ 11=111=111 1=111=I I I=I I I=I I I=I I I=111=1= 11-' . ..::11=I I I=I I I—I I I=I I I--I I I=I I I=111=1= 11=I I I=1 I : -111=111 - - — - — — — — - - - - — I= —I I III I I I III III—III—III—III-111_1 I I "...!� °.•": - '. I I III I S I-1�I-1�I 1�I I�11 -1I 1-111-1 11-111-1I ISI I -1 -1 1-1 11-1T1-1I I-1I I-1I 1-1I 1-1 I1- 11-1I 1-_-1 1=1I1=1 SDDt�_I� 2 Section thru Connection Sle 6 T r,Enter _T � _ ��=SII =III=I =III—III—III-1r—III—III—III=III=III=III=III=III= i =III= l� X.2 3 A.O6 A.Ofi I /A,2 ASPHALT ROOFING I 1, ON TPO OR EQ.WATERPRROFING ',1I 1Y-111/4.1- d'-0' ON 3/4'PLYWD SHEATHING 2 ON 2X12 RAFTERS @7 S'O.C. { i{j j'{. A.06 1 3/4•x 11 1/4•LVL AS REOUIRED SCRAG EXISTING RAFTERS 1 3°CLOSED CELL SPRAY RIDGE BEAM FOR NOT TOUCHING NEW ROOF 1 1! x B.3 R19 PLUS 701/4MMINERALWOOL BATT /\ - I I I { INSULATION R30 B 3 { I TOTAL R49 6.1.6 C 1 I { I I I I {1 �btlCta;. I I I Barn Room(LDK) I I I I C I I West EntryI� AgCH a RELOCATED DECK a l i 1 * 4}@q f �F PATCH AS NEEDED 0'-2' I' i I I { I � I _77• �1 s977�' �, y ' 1 ' i (2}7 3/4'X512•LVL u It HEADER,TVP. 2x4 STUDS W 2x4 STUDS WALL - U S ALL 7 P'I' { Y 1 1 472' Y-0 '0-412' {4'-912" 1 RIGIDLNSULATION z °CC �^ CONTIINUOUS ONW RB ON SHEATHING WITH 3 1 V J -CONTINUOU / ON SHEATHING WITH 3 12°R15 MINERAL WOOL z 1D 12 R15 MINERAL WOOL .BATT INSULATION HW FLOORING BATT INSULATION — ON 2%10 JOIST6INGS O C. o PROJECT I - ( Turturro/Leshaw B.2 ,1 1 , ; - 1 Apartment Alteration ; 1 1 _ \ I I �amFloorRaised I II III 1I I II{ iiI ; z \ I I – - - - - - - - - a, A.O6 1 0 1-0 ,1-0' - . x _ _ _ _ _ _ -i r Connection Part —III—IV III-111 111 III 1I1=1I1-111 III—III_ 7'114'MINERAL WOOL m� III 111 III _ _ _ 1=1 1 I 1=1 _ BATT INSULATION _ Details -_.._..... El I —_—I / R25 RECOENING. — —III - III- IIIiIIIIIII{II�IIIIII lI1 1I1 1IIIILI1 1IIIIIIIIIII�1iI ^> III {II —I 1-1 _. ------.... 1 2xlnJolsrs _ _ IIII —III=III=111-11 1II_II1=1II—III-1I —I1`j\ 2-CONL.SLAeON 1—I III—Ii !LC-BAWL SPACE T—TI-I III--1 —111 I i= I 1—I 11-"i / DAMPPROOFINGI { % `- 1—I I - _Project'umbel 21017 I-1 1=�IT-71_-7171—F1 T i I 1=1 11=1 I I 1I—I 11—III—III—I —III III—I I_I— 1 I I— 1— I I I=1�- 1 Date 4/13/2021 l iA1J I —III 111-111-111 111 111—III 11—III I III 11-111—{ I III—III—III I D.-by HA FOUNDATION WALL _ `J —III III-111 I -111 I I- —III — — III III— WITH SHOULDER-III {— III=III I — {,—I Checked b GB South-North Sectionshru nfei Sloped--I ,'— 1 v I= I I FOR SHALLOW TD GRADE WALL I '_=- I= = �.Floor Plan-Callout 1 4:Stretch- — f =1 =I 1 i 1— I I.{=11{— —1 _I —, ( { „2„=,,_o„ 1/2"-,'-D” I _I — —� I— — =1 —1 �_� {'�I—I — =1 —I =1; — — -I A.06 .. -1 I.• e 1 scale 1/2"=r-o" 1 1 r Door Schedule ,. Paint Types 'studio a/b architects !Mark I Room D...Type Dim Product Finish Lack Set Handle No,. Paint - Product - 651 West Main Sensor,1901 1 Entry Half Glass In-swing Door '36"x80" TBD ;Entry 'Type Appficaton Hue 1st Coat Fnish Coat Color 631¢591 402 11801 631 591 2402 26 2 Ensry. .Full Glass Irvsvnng.Doo 36"z 80" TBD 1Entry A Intoner Gypsum Wallboard Latex Fla[ ,Ben am n Moore Eco S I tenor Latex Primer 231 5 t 2 coats,Ben am n Moore Eco 5 gly @ t d abarchitecta.com l P ( F pa ] pec Interior Latex Superwhite 3 (Bedroom ISIding Pato Door 5'-111/4"x6'-71/2" And...n 200 NLGD6068R,Repainted exterior,White iExistng iEriwig Rause ensting Iprs as needed forth pant !Flat(219) male ddress (Reuse ensong) B Interior Gypsum Wallboard.,Wood it.w..Semi-Gloss !Benjamin Moore Eco Sp c Interior Latex Pnmer(231).Spot 2 coats,Benjam'n Moore Ew Spec Intoner SEMI Super white PO Box cid,Orient,NY 11957 } 14 IBam Room 'ISidmg Palm Docr4pwWI 11'-9'x6'-71/2' ,Andersen 200 prima as needed lar Me repo nt GLOSS(224) { NLGD12068d j C I Interior Ferrous Metal LatexE 1 5 IBam.Room SlidingPato Door 7'-11 114°x6'-71/2" _Andersen 200 NLGD8068L� Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE I2 coats,BENJAMIN MOORE REGAL (METAL&WOOD ENAMEL(363) EGGSHELL FINISH IN3191 I 6 IBam Room IEMenor Panel In-Svnng 136".80'- 'TBD 'Entry D Ext n Wood Weathered Finish iSI...h ng Oil �1-at CABOT BLEACHING OIL 3241 -WEATHERED-1 client f I IE �E Ext n tl I t Wad Clear UV ProteoEve Water Base Eco to A So b Ew Safe Products (Clear p y y ry Joan Turturro,JOTAS CORP. '7 West Bathroom Intanor Panel In-Swing 36".BO" TBD 'Bed&Bath { 5 le Clear Sealer No Sheen ((www pr t sum,5773667547) 1 I Door j ''F 11—im,and I t r or Wool Clear Gloss Ecop te E--Tuff-High Taffic Fla.Clear Woad Finish 12 or 3 coats,Eco-TuHm High Traffic Fle.Clear Clear site address' I 18 Entry Chmw !Do, panel Swing Door '48'u 7T 'TBD (Closet j. I Fish for High Traffic by Eco eatery Products(www.ecoprocote com,877 356 Wood Finish 1 1000 Village Lane 9 Bedroo !Pocket Ooar 36°x SD' "TBD ;FlushPull ! 7547) Orient,NY 11957 10 - Bedroom Closet Pocket Door 30".80" TBD !Bed B Bath Sliding Flush Pull Ecopnecore TAmberSoy by Eco Salary Products 'l coat Eeopmecte Aw6...... heen)sir I Doer Latch I If iG Interior Wood Stained Water Based Stain (ww�n.eco'coose.com.877 366 7547) (Eco-Tuff Traffc Clear Cost(l;I..Iby Eco 11 (Utility In,riot vn Panel In-Sng 136°x80" ;TBD I Closet Safety Products(www ewprocote com 877366 fez map#: 1000-257-18 547) 12 Closet Intanar Panel In-Swing 130".80" - �TBO Closet (Doo 13 USPS EA.nar Panel In-Svnng 36"x80" 1TSD Entry match ousting Door f 4 Den Full Glass In-.wring Door 130"x BD" iTBD Entry Tile Types 15 Panty Pocket Door 132"x BD" iTBD Flush Pull - Tide# Application Tile.Type Tle Product A11"x1'Recycled Glass Mosaic Tles,cream Coolbles Vidrepur Glass Meow,Mehl-Collection Recycled Glass Tile Cream-(VAD-36956) B Recyded Glass Mosaic Tiles,white Coolbles Vidrepur Glass Mosaic Anti-slip Collection Recyded Glass Tile in VVNW Slip-Resistant-(VAD-36999) Window Schedule anGdip C I 1"x1"Recycled Glass Mosaic Ties,white Ivory C-(files Vidrepur Glass Mosaic Lises Collection Recycled Glass rile in Ivory-(VID-36933) Type - D 1"x1"Recycled Glass Mosaic Tiles;white CoolEles Vidmpur Glass Mosaic Llses Collection Recyded Glass Tile in White-(VID36930) Mark qry Produd Oimentions R.O. Finish Glazing Sill Height Head Heigh[ Comments Vidrepw Glass Mosaic Liw,Collecdon Recyded Glass Tle Mesh Backed Sheet in White-(VID-36930) H 12.12"data tileDelete Slate Brazil Green or equal 1 6 Andersen 400 TW28310 2'-95/8'x4'-07/9" 2'-101/8'.4'-0 Extenorwhi[e, Low E4,Stonmwatah 2'-012' 6'-13/8° Heightsab—Apartment Floor J Stone mosaic file,Onyz CoalEles Clear View Split Face Ice White Staggered(CV-52175) 7/8" Imwiwwhne K Stene mosaic We,white CoalEles Clear View-5B'Small Mosaic Tle Thasses Wade Tumbled-(CV-51934) 2 3 Andersen 400 A281 2'-71/Tx 2'-01/8" 2'-S"x2'-05/8" EAwiwwIeW, Low E4,Storm W, 4'-2318° 6'-212' Heights above.Raised Bam Interior white Floor 3 1 Andersen 400 AXW51 5'-117/9'x2'-11 6'-07/8'x3'-0 E#awiwwhita, Low E4,Stormwatch 3'-29/1 S" 6'-212' Heights be.Raised Sam 15/16" 12" Intenorwh@e Floor 4 1 Andersen 400 C16 7-01/9"z5'-117/8"V-9"x6'-03/8" Eztini—hits, Low E4,Stormwakh 0'-85m" 6'-812° Heights above Raised Bam InteriorwhitaFloor Extanor Finish Schedule 5 1 Andersen 400 TW210310 2'-115/8°x4'-07/8"3'-01/8°.4'-0 Exterior white, Low E4,Stomw.W, 9'-3' 13'-37/8" Heights above Raised Bam ConsWction Exterior Finis, Calor Notes 7/8" Intefiorwhka Floor 6 2 Andersen 400 TW2836 2'-95/8".3'-871W 2'-101/8"x3'-8 Ezdwiwwhite, Low E4,Ste—tch 2'-012° V-93/8' Heights be.ApaNnent Floor 7/8" Ineriorwhite Ed trig Foundation wall Forged light gray New Foundation wall Parged light gray Wall New cedar shingles and Eusfing,painted(Sam BIM red to match existing. Exposure to match ousting(,[tomato wide and narrow) Red to match eldstino) No. Description Data Trim 1x4 painted(Barn Red to match existing) Sam red W match existing No. Revision 1 seal Soffit PVC conn board white Insulation Schedule Fascia 1.6 painted(Ban Red to match existing) Sam red W meW,existing Pinch Column 4x4 Cedar Bleaching Oil weathered Construction Loxton Construction Mafenal Thickness,R value Note New Raof Asphalt dlinles;Connection Part Asphalt color to match enstng shingles on TPO(or eq:)sheet membrane Apartment Extension Roof/Ceiling Expc,ed 2x6 Rafters Continua..hybrid rigid insulation over roof structure Hunter Cao[-Vent 5'P...1,R20.5 plus 2"rigid insulation R1 D.total R=30.5 Deck 5/4 x4 Cedar To ba protected Wth wood d...sealer Connection part Roof GWB ceiling on 2x12 Rafters Closed C-11 Spray Foam and Mineral Wool Batt 3°Closed Cell Spray Foam RI plus 71/4"Mineral wool Batt R30,ental R=49 Insulations between rafters - Bam Roof 1x4 att ben on 1x4 Paneling on 2x12 sisterpel to existing Rigid Insulation and Hunter Panel HShidd NB between 6"Rigid Insulation R30 plus 4-Hunter Panel H-Shield NB R21.1,total R=51.1 2x6 rafters rafters Aparbnent Extension Wall 2.6 surds wall Mineral wool Batt insulator between 26 studs 512'Mineral Wool Batt Insulation R23 Connection pan Wall 2.4 studs wall Continuous Rigid Insulation out side of sheathing and 1'continuous Rigid Inw[afion R5,and 312"Mineral Wool Batt Insulation RI 5, Mineral.Wool Batt Insulation between 2x4 Mills total R=20 J✓'� Barn Wall Existing 2'x4"studs all,w/11/2 Furring Mineral Wool Batt Insulations between furred studs 51?Mineral Wool Batt Insulation R23 Room Finish Schedule � e1 Apartment Extan.1—Floor 2.10 joists Mineral wool Batt insulation between Joists 51/T Mineral Wool Batt Insulation R23 I Finish 1 Connection part Floor 2.10 joists Mineral wool Batt insulation between Joists512'Mineral Wool Batt InsuAa6on R23 Room# Room Name Floor Base TH. Wag Coifing Comments ,1 Barn Floor 2.5 Slaepwa.n eostinwlab Mineral g nwafe swool Batt insulation betwaen,Sle,pam 5 1/T Mineral Wool Batt Inwlation R23 Shim space around window and door Fill all along the we space with fleobte spray foam nsuia6,n 1 Bedroom HW flowing to match eosting Match existing Makh costing Pine Paneling W match existing; Paneling,2x6 rafters Penton around Batlnaom Mineral wool Balt sound insulation between 2x4 sulci. New partition 12"GWB painted exposed,painted(Type B)to (Type A) match existing 2 Dan indfing,Patch as needed existing,patch as existing,patch as ousting,patch as needed;New ensting,patch as needed needed needed partition 12'GWB painted(Type A) 3 Wa[Wn Clo. a dsfing.patches needed edsdng,patch as edsting,.patch as existing,patch as needed;New existing,patch..needed needed needed partition 12°GWEI painted(Type A) 4 Utility existing,patch as needed ¢,sting, patch as existing,parch as existing,patch.....ded;New enstng,patch as needed needed needed partition l/T GWB painted(Type A) 5 Wasl Entry HW flooring to match ousting Match existng Match Busting 1/2 GWB pained(Type A) 12'GWB Painted(Type A) 6 Be.Room HWff,winq W match costing Match eating Match.&firg Pine Paneling W match enstng in Paneling,lx4Batten,painted (LDK) Apartment New partition 12'GWB white(Type B) painted(Type A) 7 West Bathroom Til,(Type 8) Bullnose TI.(Type A) Match aAedhg Til,(Type A),WR GWB painted 1/2"GWB Panted(Type C) (Type C) *.ty y4f$(�yjr 8 Pantry HW flooring to match.,sdng Match ansOng Match eoeting Pine Paneling to match extstng 1. 12"OWS Painted(Type A) '� tip ✓, Apart runt New partition 12"GWB --q 1t y� y'✓ CSA painted(Type A) t A PROJECT Turturro/Leshaw Apartment Alteration Schedules Proj.d number 21017 4 Date 4/13/2021 Dawn by HA a Checked by GB l7". A.07 A I Scale GENERAL NOTES: (AS PER CODE STATE OF NEW YORI� DESIGN CRITER4.: - SLUUIO a/b architects THE FOLLOWING NOTES ARE TYPICAL,REFER TO ATTACHED DRAWINGS FOR APPLICATION TABLE R301.2(1)CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 1.DRAWINGS ARE NOT TO BE SCALED..USE DIMENSIONS ONLY.CONTRACTOR SHALL CHECK ALL DIMENSIONS AND GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 551 West Main Street CONDITIONS AT JOB SITE.ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND IOR SPECIFICATIONS MUST BE CALLED TO SNOW SPEED DESIGN : DESIGN UNDERLAY HAZARD(h) Riverhead,NV 119D1 LOAD(I) (mph) CATEGORY'WEATHER- FROST TERMITE DECAY TEMP.(f) -MENT 5315912402 THE ATTENTIONER THE RECORD TORARCHITECTBE HE SAME CORRECTED WITHIN 5 DAYS AFTER CONTRACT HAS BEEN LINE (-I 'IS) ,INC (c) (d) IREOUIREO 6373231426 AWARDED...OTHERWISE'CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. i DEPTH(b)I glyn+s®stud dabarchitects.com 2.CONTRACTOR ANO/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 2-1/2"BOLTS 201bs 130 C 4 SEVERE 3'-D' MODERATE SLIGHTTO 11 VES NIA \ ..fling address .DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSES,DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL TO HEAVY MODERATE] PO Boz 444,Odant,NV 11957 APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES. 3,ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BESTRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M.SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TOTHE STANDARDS AND ' DESIGN LOADS I � I �" 1 l{ Alen[ � RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES(A.C.I.,A.I.S.C..S.J.L.ETC.)ARE APPLICABLE.ALL MATERIALS USED IN LOCATION LIVE DEAD DEFLECTION LIMIT '� 1 i CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED ( I { _ r I I Joan TURURO,JOTA$CORP. SLEEPING I40LBS j 10LBS I L/360 / \\I... 4.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ROOM OTHER THAN SLEEPING 30LB6 (10LB5. !Lr360 1p�c��pJEP� j I 000 V II s Lane MATERIALS. ATTIC(NON STORAGE) (10LBS SLBS I L/240 'l ET' 9e. ATTIC(STORAGE) 20LB5 {10LB5 i L240 0 Orient,NY 11957 5.CONSTRUCTION TO CONFORM TO NYS BUILDING CODE,ENERGY CONSERVATION CODE,.FIRE CODE,PROPERTY ROOF(STORAGE) CEILING 20LBS(SNOW) 15LBS , MAINTENANCE CODE,PLUMBING CODE,MECHANICAL CODE,FUEL GAS CODE,TOWN OF'SOUTHOLD CODES,AND ALL OTHER ( W) j L1240 I �`; CODES AND REGULATIONS HAVING JURISDICTION. ROOF NO FIN.CEILING 120LBS(SNOW) 7LBS {L/180 Simpson Strong-Tie j tax map#: 1000-25-1-18 SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF ABU44 6.THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE.WHEN PITCH. TYPICAL ABU INSTALLATION TYPICAL BOLTS CONNECTION '. BUILDING IN ANY JURISDICTION,EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED.IT IS THE RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WINO BORNE DEBRIS PROTECTION NTS. ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, Typ.Structural Det Post Girder 7f 7.CONTRACTOR SHALL LOCATE AND IDENTIFY ALL.UNDERGROUND UTILITIES PRIOR TO EXCAVATION.CONTACT ALL UTILITY PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. Structural Details Post Base Typ.S 1 Connections, COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. C'N.T.S. ` N.T.S. FASTENER SPACING e.THROUGH 11. (NOT USED) FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT = '4 FOOT 'PANEL SPAN cIANEL SPAN 12.ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 <B FOOT <8 FOOT _ - TONS/SO.FT. 2112'#fi W000 SCREWS 16 17' 9" ALUMINUM FLASHING LINE OF _ 13.CONCRETE TO BE PLAIN,UNREINFORCED,MINIMUM 2500 PSI,28 DAY SOIL TEST,PREDICATED ON THE ABOVE SOIL 2 1127 11 WOOD SCREWS 16" 16' 127 HOUSE - CONSUMPTION.IF OTHER SOILS ARE ENCOUNTERED,LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION a THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A33-FOOT MEAN ROOF HEIGHT. -- MUSTBEREDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDSOF THE WOOD STRUCTURAL PANEL RESPONSI BILITV OF THE PLAN PURCHASER OR BUILDER. c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS DECKING FASTENER d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRYISTUCCO,THEY SHALL BE ATTACHED UTILIZING 14.STRUCTURAL STEEL TO BE ASTM A36.DETAILED,FABRICATED AND ERECTED PER AISC. VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WHERE.MULTIPLE PANELS ARE NEEDED,USE 2X4 ALONG THE PANEL JOINT TREATED NAILER PLATE 15.ALL WOOD FRAMING,INCLUDING JOISTS,BEAMS,POSTS,STUDS,ETC.,TO BE DOUGLAS FIR LARCH N0.2 OR BETTER BOLTED TO HOUSE (UNLESS NOTED OTHERWISE) BEE DWG FOR EXACT SIZE \\Y1J\ Lumber Design Cram NAILING SCHEDULE usually graded lumber JOIST I' Douglas Fir Larch(#2 Surfaced Dryor Green®19%maximum moisture content) AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 82 FAMILY DWELLINGS SEE DWG FOR EXACT SI2E An values and factors are from the Nat...I Design Specifcations forJOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING BEAM AND _ Wood Consbuction NDS-2001. STRAP ' ROOF FRAMING 3/8-X7'LONG MOT DIPPED GALVANIZED LAG BOLT --y. Extreme Fber Stress in Bending(Fb) RAFTER TO TOP PLATE(TOE-NAILED) 3-10,1 PER RAFTER WITH MATCHING WASHER, Single Members Repetitive use Factor Bending Stress CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-104 PER JOIST ENO44; 7 STAGGERED @76"0,4 INTO 301527Member Fb(psi)C(Fb(psi)Cr Fb(psi) CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP DISTANC '/2x6 85Dxl.30=7105X1.15=1271 2xB 85Dx1.20=7020 X 1.75=1173 CEIUNG JOIST LAPS OVER PARTITIONS(FACE-NAILED) 4-16d EACH LAP E No. Descrlptlon Date 2x70850x1.10=935X1.15=1075 COLLAR TIE TO RAFTER(FACE-NAILED) 3-Bd PER TIEGALVANIZED METAL JOIST HANGER 2x72 850XY.00=850X1.15=978 BLOCKING TO RAFTER(TOE-NAILED) 2.9d EACH END (SIMPSON OR EQ.) Horizontal Shear Stress=Fv z CH=190 psi RIM BOARD TO RAFTER END-NAILED 2-16d EACH END Modulus of Efasticky= 1.60E+06 psi WALLFRAMING TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d' PER FOOT 16.ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION(APA)ENGINEERED WOOD TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16,1 JOINTS-EACH SIDE .JOIST NAILER PLATE DETAIL SYSTEM(EWS)STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SIMPSON LSTA 0D RIDGE (NTS.) N( TS•) 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF HEADER TO HEADER(FACE-NAILED) 16d 1S"D.C.ALONG EDGE APPLICABLE U.S.COMMERCIAL STANDARDS FOR THE TYPE,GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST,OR BLOCKING 2-16d PER STUD gip.Structural.Det Deck Ledger1 BY AN APPROVED TESTING AGENCY. (FACE-NAILED) n Typ.Structural Det.Ridge Connection) BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST,OR BLOCKING 2-16d- PER FOOT "J ��-�-�� U N.T.S. 18.ALL WALL KNEES OF SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A (FACE-NAILED) MINIMUM THICKNESS OF 15/32.THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. FLOOR FRAMING 19.ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15132"(19132"FOR FLOOR BRIDGING TO JOIST(TOE-NAILED) 2Ad EACH END SHEATHING). BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 20.THROUGH 30. (NOT USED) BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16,1 EACH BLOCK LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST SIMPSON H4 31.GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. JOIST ON LEDGER TO BEAM(TOE-NAILED) 3 d PER JOIST @EVERY STUD 32.ALL FOOTINGS TO REST ON VIRGIN,UNDISTURBED SOIL. BAND JOIST TO JOIST(END-NAILED) 316d PER JOIST SIMPSON H70 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d' PER FOOT QEVERY STUD 33.FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF Y-0"COVER. ROOF SHEATHING M.PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 17'THICK STRUCTURAL PANELS 1Ud 6-EDGE/6'FIELD 2-8d PER SUPPORT 35.ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACTTO CONCRETE OR MASONRY,SHALL BE ACO 34Id PER SUPPORT TREATED LUMBER.FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL,OR OTHER APPLICABLE MATERIAL WALL SHEATHING 36.ALL HEADERS TO BE(2)2 X 8 UNLESS OTHERWISE STATED. STRUCTURAL PANELS ed 1"EDGE/12"FIELD GYPSUM WALLBOARD Sd coolers 7-EDGE 170"FIELD 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS(TYP),UNLESS OTHERWISE STATED. ` 38.PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS CEILING SHEATHING SIMPSON HI EVERYSTUD, RUNNING PARALLEL TO SAME. GYPSUM WALLBOARD Sd coolers T'EDGE 10'FIELD SIMPSON LTS 39.BRIDGING TO BE EITHER SOLID,1"X Y OR 18 GA.CROSS BRIDGING,MIN 8'-0"O.C. @EVERY STUD I OW it d. 40.ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. FLOOR SHEATHING III OEVSO I SP2 SIH2 STRUCTURAL PANELS QEVERV STUD ,s 1 EVE Y 41.JOISTS HANGERS,ETC.TO BE-SIMPSON STRONG TIE-OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. 1"OR LESS Bd EDGE/12'FIELD QEVERSTUD GREATER THAN 1" 10d 6"6"EDGE/6°FIELD SIMPSON SP4 �F - 42.FIRE BLOCKING TO CODE R602.8. SIMPSON H7 @EVERY STUD NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 5 O.C..AT PANEL EDGE.IF WALL SHEATHING IS @EVERY STUD `• Gt' NAILED 3.O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES,NAIUNG 43.INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR ALTERNATIVE WALL TO ROOF CONNECTIONS. ALTERNATIVE WALL TO ROOF CONNECTIONS, PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING 44.INSTALL HURRICANE TIES AT EVERY RAFTERS,IF NOT EXISTING (NTS.) (NTS.) WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL T Structural Det Wall to Roof BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. YP� n Connections) WALL OPENING MEMBER SCHEDULE PROJECT ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL SIMPSON Turturro/Leshaw SPAN WALL JACKSTUDS CONNECTION LS AIS, CONNECTION CS20,ORH6 Apartment Alteration 8'-W>6 (2)2 12 OR 8-16d END- (1}2X6 (2)2X6 (3116d r@EVERY STUD (2}MICRO 13/4"X NAILED TOE-NAILED 91/4"OR LARGER 6''-W>4' ((2)-2X100R 6-16d END- (1)-2X6 (2)-2X6 (3)-16d SIMPSON HT516 TWIST STRAPS LARGER NAILED TOE-NAILED COMPLIES WITH TABLE 3.38 4-W (2)-2XB OR 4-16d (1}2X6 (2)-2X6 (2)-16d WFCM-1995 Typical Structural LARGER TOE-NAILED (16)1 O NAILS REQ'D (6)12*SIMPSON CS20 TIES Details / COMPLIES WITH TABLE 3.36, WFCM-1995 SIMPSONSIMPSONSTRONG TIE Project number 21017 LTP4 y HEADER TO JACK POST QFVDate 4/13/2029 s UD RV CONNECTION DETAIL pm_ (NTS.) (NTS.) Checked by GB Typ.Structural Det.Wall to Floor Typ.:Structural Det.Wall Opening �Connectionsl Z Connections, j scale As indicated i ` studio a/b architects 651 West Main Street Riverhead.NV 11901 631.591 2402 EXISTING 2X6(OR 2"X6')RAFTERS TO REMAIN 631 3231426 AS EXTENDING TO EAVES glynisQstudioaba..hrtects.mr, 2X12 SISTERED RAFTERS NOT TO EXTEND TO EXTERIOR _ mailing address: ' PO Boo 444.Orien[,NY 11957 2X72 RIDGE BOARD dlent �~� / � __... 'X.2Joan Turturco,JOTAS CORP. 1 i X. ) ate aaaree: I X 1 X12 ' (1 7 1000VillageLane ent NY 11957 On I' ramaP . 1o0 Y 2i l_. � �['— _ �Y 2 _ . o-zsl-1e x EXISTING(3)-CEILING JOISTQ4'-0"O.C. 13/4"X11.1/4"LVL 1 RIDGE BEAM J 12 p G 2X12 RAFTERS TO BE CUT AT EAVES TO 2X6 SIZE,TYP. ) i ._— ,� (2}2X6 RIM BEAM (A.3 :.::........... AOSI OAU�@J / I (A:2 �4X4 COLUMN BELOW J (B.3 -0 ---- ( ( (3}2%4 COLUMN TO SUPPORT I 2 2X6 BOLTED TO 4X4 COLUMN RIDGE BEAM (} try+�6S.OGI I - 1 I I:I 2X6 RAFTERS ABOVE TERRACE B.1. s *It OG' : !C 2x6:p G _. ....... _.... ....._. ......... " (2}13/4'X 572"LVL TOP PLATE j 1 6 LN1 2X6 RIDGE BOARD _ ....-.. I B.1 (2}73/4"X512"LVL TOP PLATE I No. Description Date (A� (A.3 AA (A.1 A.3 EXISTING J J J EXISTING Floor Decking Layout Roof DBCI(INQ Layout 1/8"=1'-0" 4X4 ACO OR CEDAR 2 EXISTING CONCRETE MASONRY FOUNDATION COLUMN BASE r 6°ABOVE EXISTING CONC.SLAB 1"BELOW NEW BARN F.F. �—70 DIA CONCRETE CYLINDRICAL PILE ,D X.1 X.2 i. T TOW SERVAL ON�M�IS510N µ1gTORIC?R� i TOP FOUNDATION ?CTI, i 3°BELOW NEW BARN F.F. f I; WITH INNER SHOULDER m u' cy t}' TOP OF SHOULDER 12 1. UNDISTURBED SOIL,OR 4-6"COMPACTED GRAVEL l t t 1 BELOW NEW BARN F.F.,FOR .*3- EXISTING CONCRETE t J -=--- t, / 2X10 JOISTS INSTALLATION LAB ON GRADE -✓;* rs 1 TOP OF FOUNDATION 121/4"BELOW ( Typ.Structural Det Column Foundation A.OSIA.2 NEW BARN F.F. € N.T.$. TERMITE SHIELD I 1 6.3 S 6"010.ANCHOR BOLT Q 70"O.C.mac. Q 4 - UTED CELLS 7°MIN.INTO CONC. 5/e"DIA ANCHOR BOLT 48"O.C.MAX. NOT RET 12"FROM CORNERS, NOTMORE THAN IN.INTO 012"FROM CORNERS, t MO HAN 7 RS' TOP OF FOUNDATION 3'BELOW NEW TYP' rvP' E'. f BARNFF 244 REBAR Q 8"O C IN GROUTED CELLS.TVP2-x4 REBAR Q 6-D.C. --.. .. ..... .'�B.2 - TYP IN ROUTED CELLS. J CT WATER PROOFING,TYP. PRO E Turturro/Leshaw to 2 x74 � WATER PROOFING,TYP. 2-x4 REBAR Q72"O.C.CONT.TYP.TOP OF FOUNDATIONB 2-#4REBARQ12°O.C.CONT.TVP.3'BELOW NEW BARN F.F. 2"CONC.SLAB EXISTING CRAWL SPACE 2° 7 � RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING ON 6 MIL POLYETHYLENE DAMPPROOFING Apartment Alteration 2"RAT SLAB ON UNDISTURBED OR COMPACTED SOIL x' TOP OF FOUNDATION l 4 q ON UNDISTURBED OR COMPACTED SOIL I,; 4i; °f 121/4"BELOW APT.F.F. n Z u (GRAY TONED) ..\l.._ -.' -'-'"" �� y wala "�''.`-F� O -` — TMIN. 2 MIN 0 a, . 0' C / 0._B 0-6 Structural Layouts 1 11 I, (2'MIN.) I�(7 MIN.) � /i--12"MIN.FOR 1 STORY BLDG ,}-12"MIN.FOR 1 OR 2 STORY FRAMED BUILDING (A 1) (A ;A 4) 1 DRAINTILE,TVP. DRAIN TILE,TYP. J �� Project number 2101] EXISTING t A.o6 ALT.CRAWL SPACE CMU FOUDATION Date 4/13/2021 \ _� Typ.Structural Det.Crawl Space (� Foundation HA out Foundation/ OChecked yby GB a f S.02 � a 11 Scale As indicated _f studio a/b architects 651 West Main Street, Riverhead,NY 11901 631 591 2402 631 323 1426 glynis�saxfioabarchnects.wm mailing address.. \. PO Box 444,Orient.NY 11957 I Joan Turturro,JOTAS CORP. site address: 1 ODO usage Lan. i MECHANICAL NOTES: orient,NY 11957 HVAC CONTRACTOR SHALL PROPOSE AND PROVIDE: -ELECTRICAL DUCTLESS AIR CONDITIONING AND HEATING SYSTEM TO COVER BARN ROOM I tac map o: 1000-25-1-18 -ELECTRICAL DUCTLESS AIR CONDITIONING AND HEATING SYSTEM TO COVER APARTMENT BEDROOM I EXTENSION. -CEILING MOUNT ELECTRICAL CONVECTION HEATER IN THE NEW WEST BATHROOM,SIZE TO MATCH THE SPACE. {X.2` // 1. DRAWINGS ARE DIAGRAMMATIC AND SMALL BE USED IN LAYOUT OF WORK 00 NOT SCALE THE DRAWINGS. 1 2. COORDINATE THE WORK WITH THEREQUIREMENTS ARCHITECTURALDRAWINGS FOR ' DIMENSIONS,LOCATIONS AND CLEARANCES.MAINTAIN MAXIMUM HEADROOM AND SPACE /''� .^...�.•,",;_�,-. i - CONDITIONS.WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT f�/�1\- I �- _.. f;I //// SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 1\1�J/•/ 3. IF DIRECTED BY THE ARCHITECT,MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO ' PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK 4. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL,STATE, 11 , COUNTY,MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION OF THE WORK WHICHIS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL SE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS;COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS;COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA)REQUIREMENTS. S. ALLWORK TO COMPLY WITH ENERGY STAR RATED HOMES. 1 / 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE A.3 ( / COMPLETION OF THE WORK Y SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME & THE COLNTRACTOR SHALLSCHEDULLE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE �B CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 9. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK j 10.WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES,OR 4I !I - 'I t;i ./ WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES,ARRANGE SPACE COND[TIONSTO r� IN TALLED BE ORE COORDINATING WITH OTHER TRADES,MAKENECESSARYECE SARY CHANGES RTOITHE WORK TO CORRECT THE FORM PLUMBER OF ALLADDITIONAL NEEDS RE: THE OWNER. ) 11.HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE:SYSTEM Y.1 r� 4 "t ;," ^.'d �� B•2 1 HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR POINT TO TERMINAL jjj 2 AL t _ I -. , / - POINT,COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD No. Description Date �c+ L�.. -// INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. 1 Raviuonl 5/787 B 1 lJ� 1[777i 13.THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND -? COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL DUCTLESS I _ J CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. COOLINGIHEATING 1 i I14.PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. EXTERIOR UNIT 4� - 15.PROVIDE ALL DRILLING,PATCHING,REPAIRSNECESSARVTO COMPLETE WORKAND LEAVE IN UUU I S EO BE CLEANED 17.GRE E BE CLEANED AND DEBRIS REMOVED AL ENO OF EACH DAV. 17.ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE,OR TO A B 1 LOCATION AS DIRECTED BY THE OWNER. 1 1 j 18.NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. DUCTLESS COOLINGMEATING 19.ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE EXTERIOR UNIT c::._:_��:�::�z_L_'.::i IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW;ALL VALVES SHALL BE TAGGED A•1 A.3 FOR COVE NG THISCAPACITY. IADDITION, A 4 WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. _ !'1 20.PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT.PERFORM A PROPOSE ADDITIONAL,AND OR LESSONILABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, REPLACEMENT SYSTEMS AND CONTROLS. 2 Mechanical La out 21 ALL CODES. SHALL HAVE 30'OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/ 1/t3„_�,_�„ PLUMBING NOTES: �X. / PLUMBING CONTRACTOR SHALL PROPOSE AND PROVIDE: O X.1 -ELECTRICAL TANKLESS HOTWATER UNIT(S)TO PROVIDE ADEQUATE HOTWATER FOR USE IN BATHROOM AND KITCHEN IN THE NEW BARN. FYE'U AaCH/T -UNLESS OTHERWISE DETERMINED BY OWNER AND/OR ARCITECT,PROVIDE PLUMBING FIXTURE h Ap" i ); CATALOGS AND CUTS FOR OWNER'S SELECTIONS. d(� `�•.f �� 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK DO NOT SCALE THE TANKLESS WATER CONNECT TO EXISTING WATER SUPPLY Et DRAWINGS. HEATER 2- COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR ON WALL DIMENSIONS,LOCATIONS AND CLEARANCES.MAINTAIN MAXIMUM HEADROOM AND SPACE } STEABEL ELTRON CONDITIONS.WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL DHC E12 OR EQ. , -! r-Ht gg G.O. BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. TO SEPTIC SYSTEM '' 3. IF DIRECTED BYTHE ARCHITECT,MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO A t / PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK I J j / 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL,STATE,COUNTY, A.3 I! MUNICIPAL AND OTHER AUTHORRIES E%ERCIBING JURISDICTION OF THE WORK OF THIS PROJECT; rDVV TOR {�" I �11 :: ANYPORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING t3 JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ,,;p -y--•r-s 8.3 II 1 f / ASSOCIATION REQUIREMENTS;COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND NK ) t ( j /f"� REGULATIONS;COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT OSHA REQUIREMENTS j .€E 111 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 1; / COMPLETION OF THE WORK PROJECT 3 S. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE.PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. �� j 1 -'^� I �_ ✓ 7. IAHERETHE WORK WILL BE INSTALLED INCLOSE PROXIMITY TO THE WORK OF OTHER TRADES,OR Turturro/LeShaW WHERE B 2 RE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, Y.1 G { ARRANGE SPACE CONDITIONS TOMAKE ASATISFACTORY ADJUSTMENT.IFWORK ISINSTALLED Apartment Alteration _� /,/ i 3'MIN.VENT EXTENSION THRU ROOF BEFORE COORDINATING WITH OTHER TRADES,MAKE NECESSARY GANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. I-,�- I.t -^'LL - -. i1 %�� LAUNDRY I ROOF 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT �J " I CONNECT TO CLOTHES FOR THE PROPOSED CONFIGURATION. EXISTING LINES WASHING INKry 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE UNDERFLOOR I MACHINE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO Mechanical and r---r-- THE SUBMISSION OF A BID PROPOSAL. r) / FOR EXISTING i 10.CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND TI 3 f f KITCHEN KITCHEN WC n��"�I RECONNECT EXISTING VENTS,GAP UNUSED LINEB AND CONNECTIONS OF NEW AND REUSED Y t t `-SHOWER r---ATORV �•'( 1S_TFL EQUIPMENT TO WATERWASTE LINES VENTS DUCTS AND LIKE. Plumbing Layouts /\ B 1� ��V j-1 12.ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECTSRE,ORTOA SINK r 1 i EXISTING WASTE LOCATION AS DIRECTED BY THE OWNER. UP, I r BARN FL AND VENT 13.PLUMBING CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO FOR EXISTING TERMINAL POINT,COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING APARTMENT KITCHEN FIELD INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. Project number 21 O17 A.3) (A.4 4'WASTE TO 14.ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE WASTEWATER IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW;ALL VALVES SHALL BE TAGGED WITH Date 4/13/2021 SYSTEM TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. D.-by HA 15.CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 16.NEW HORIZONTAL PIPES RUN UNDER FLOOR.PRIOR TO ANY EXECUTIONS,CONTRACTOR SHALL Checked by Ci8 Plumbing LayoutWaste Riser Diagram NOTIFY TO THE ARCHITECT,IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. ry 17.CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE I 1/$"='I'-0" �' N.T.S. CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TOALLPARTIES INVOLVED. i MP. 1 1 scale As indicated studio a/b architects LEGEND 551 West Main Sbeet, Riverhead.NY 11901 631 591 2402 531 323 1426 FLUSH MOUNTED PANELBOARD AND CABINET glynis®swdioabarrhRec[s.mm —�_ SURFACE MOUNTED PANELBOARD AND CABINET mailing address: /1 } CEILINGPO Box 444,OnenL NY 11957'RECESSED MOUNT LIGHTING FIXTURE 1--� • CEILING SURFACE MOUNT LIGHTING FIXTURE .. WALL MOUNT LIGHTING FIXTURE di'm FLUORESCENT LIGHTING FIXTURE Joan TURUrro,JOTAS CORP. LIGHTING TRACK AND FIXTURE ROPE LIGHT yte address: 1000 Village Lane S SINGLE POLE SWITCH Orient,NY 11957 St THREE WAY SWITCH u SINGLE POLE SWITCH W1 DIMMER tax map p: 1000-25.1-18 I 5 DUPLE%RECEPTACLE �c DU FLEX RECEPTACLE PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER EXTERIOR DUPLEX RECEPTACLE MULTI-OUTLET PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER SPECIAL PURPOSE OUTLET FLOOR DUPLEX RECEPTACLE OUTLET WALL MOUNT SMOKE ALARM SYSTEM DEVICE © CEILING MOUNT SMOKE ALARM SYSTEM DEVICE WALL MOUNT CO ALARM SYSTEM DEVICE ® CEILING MOUNT CO ALARM SYSTEM DEVICE 1E TELEVISION OUTLET A o TELEPHONE OUTLET 4 INTERCONNECTING TELEPHONE OUTLET E) FLOOR TELEPHONE OUTLET H DATA OUTLET IN FLOOR d AUDIO OUTLET _D FAN OUTLET b FAN LIGHTING COMBINATION FIXTURE 6 BUZZER No. Desulptlon Date I Revision 7 51727 ELECTRICAL NOTES: EXISTING ELEC.PANEL 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK DO NOT SCALE THE TO BE WALL RECESSED (� I ♦ DRAWINGS. y X.2 2. COORDINATE THE WORK WITH THE LOCATIONS ELEARA ARCHITECTURAL AND STRUCTURAL (X.1 PHOTOELECTRIC DRAWINGS FOR DIMENSIONS,LOCATIONS AND CLEARANCES. SMOKE ALARM ELEC.CONTRACTOR TO E%AMI3. IF DIRECTED BY THE ARCHITECT,MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO \ PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. NE ARCfY • EXISTING SMOKE DETECTOR. . 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE,LOCAL CODES AND UTWTY •� `` _ RELOCATE rr IF REUSABLE // COM PANY REQUIREMENTS,ALLAPPROPRIATE MUNICIPAL AND REGULATORY AGENCIES,CODES AND Y.Z o REPLACE IF WORKING I REQUIREMENTS. L ISNOT WORKING CONDITION I S. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES;FOR THEIR APPROVAL, CEILING MOUNT UNDER CURRENT CODE ALL REQUIRED DOCUMENTATION.PROVIDE ALL NECESSARY NOTICES,OBTAIN ALL PERMITS AND PAY EXHAUST FAN/HEATER ' /—^-RANGE HOOD I THE ALL LOCAL,STATE AND FEDERAL TAXES,FEES AND OTHER COSTS IN CONNECTION WITH THE WORK CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS 4K HOT WATER HEATER "'71'� I DW REQUIRED BYAPPUCABLE ADMINISTRATIVE BUILDING CODE. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. tC:VEAil'h 3 F / S. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT CEILING PADDLE FAN I 1 t q j� /I - RELOCATE EXISTING DELAYING THE COMPLETION OF THE ENTIRE PROJECT. _ -0; WALL LIGHT .V 9. WHERE THE WORK WILL BE INSTALLED INCLOSE PROXIMITY TO THE WORK OF OTHER TRADES.OR /`( O �A.Z REFRIGERATOR : A.3 / WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHERTRADES, l IC : ! } - J" ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT.IF WORKIS INSTALLED ` I / BEFORE COORDINATING WITH OTHER TRADES,MAKE NECESSARY CHANGES TO THE WORK TO WALL OVENS , K-,..:... — B.3 � CORRECT THE CONDITION WITHOUT ADDITI ONAL COST TO THE OWNER. I f 10.THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS Q REQUIRING FIELD WRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL ON CABINET BASE "" a ( EXISTING LIGHT CONTRACTOR. TO TO REMAIN y I I i 17.EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY / CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS;NOTIFYARCHITECT OF j�� C.�- I / "-' CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR IF PROJECT (Y.1 �;/ =j�.... j y f OTHERWISE.ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE / �j.,r a —'�"�"'°"S " '`""�` - ':- :' "x"""--"—'— ^1 B.2 INSPECT EXISTING Turturro/Leshaw _ �� C;. F' AS NECESSARY TO CORRECT IMPROPER,UNSAFE WIRING. SS CLOTH WASHER AND DRYER 13.E%AMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE,FIRE.HEAT.AND/OR Apartment Alteration B 1 6 F I 3 I Yi PROVIDE DEDICATED OUTLETS CARBON MONOXIDE DETECTORS.AND PROPOSE ADDITIONAL DETECTORIALARM SYSTEM,AS i AND DRYER VENT REQUIRED,COMPLYING WITH ALL APPLICABLE CODES. Jr! 14.ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. U'( - •"D ;L1 t / 5.ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCIRUNLESS OTHERWISE NOTED. t I/ 1 ALK THROUGH TO VERIFY AT THE SITE ALL OUTLET I 1 REUSE EXISTING LIGHTING TRACK 6.BEFORE THE ROUGH WIRING,SCHEDULE Electrical Layout .._._. ...._y.; REARRANGE TRACK IF NEEDED LOCATIONS WITH ARCHITECT AND OWNER. 77.LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING,UNLESS OTHERWISE NOTED. ,3,- �`5 — — B 1 1B.LOCATE NEW REC EPTACLES TO MATCH HEIG Hr OF EXISTING,UNLESS OTHERWISE NOTED. 19.LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5'FROM THE FINISHED ` UP EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 20.GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. A.4 EXISTING CEILING FAN TO REMAIN 21.THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT ATIME THAT WILL BE ,-- CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. I �/• / \% �/' 22.TO SECURE SOUND INSULATION THROUGH WALL,NO SWITCHES OR OUTLETS SHALL BE INSTALLED Project number 21017 ON A WALL BACK-TO-BACK EXISTING CEILING FAN TO BE RELOCATED—� C ALL ELEC.FIXTURES,OUTLETS IN 23.INSTALL DELAYTIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. Date 4/1 312 0 2 1 �\ I WORKING CONDITION TO REMAIN ADD AND OR REARRANGE AS NOTEDDrawn b �^ 24.UNLESS OTHERISE DETERMINED,CONTRACTOR TO PROVIDE CATALOG AND OR SPECIFICATIONS OF � y HA lL EleLIGHTING FIXTURES AND OUTLETS FOR OWNER'S SELECTION. Checked by GB N ctridaal Layout E.01 I Sale As indicated TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION APPLICATION OWNERS NAME � $s_� P• Jt7 -IV DATE << • g -2- ADDRESS 2'ADDRESS lodD V tLL A-Ge L WIE V1` (E J7- N y PROPERTY ADDRESS O OWNERS REPRESENTATIVE . .___ Q 41\i_ (031 PHONE 2 .. 2 - d/ 32- E-MAIL : 0'a3 @ earih(cA .ne-+- TAX MAP NO, L 0" DATE ACQUIRED 2 08 STATUS: LOCAL LANDMARK IN LANDMARK DISTRICT, NATIONAL HISTORIC REGISTER PROPERTY ZONE H` 5 EXISTING USE I''OS?' OFRce q� PROPOSED USE EtGl Ice'CW (dWK I�P�R.z'rnEnfi' PROPOSED WORK: REPAIR ADDITION Z. RENOVATION NEW'WINDOWS_ZNEW DOORS. REPLACE SIDING REPLACE ROOFING NEW FENCE... .. NEW SIGN.. APPROVALS REQUIRED: ZBA ✓ TOWN TRUSTEES PLANNING BOARD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CONSTRUCTION SCHEDULE, M ARCW 1,02Z, understand and agree that no work on this request shall commen has been given by the Building Department if a Building Permit is rE cd if no permit is required (such as replacing facade materials or new must be received from the Historic Preservation Commission. TOWN OF SOUTHO.D OWNERS SIGNATURE HIMRICPRESERVATION COMMISSION 1, 5 4 y FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 23, 2021 RENEWED: January 13,2022 TO: Joan Chambers (JOTAS Corp) PO Box 49 Southold,NY 11971 Please take notice that your application dated April 15, 2021: For permit to: construct additions and alterations to an existing commercial building at: Location of property: 1000 Village Lane, Orient,NY County Tax Map No. 1000 - Section 25 Block 1 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 10,681 sq. ft. lot in the HB District, is not permitted pursuant to Chapter 280-Bulk Schedule, which requires a rear yard setback of 25 feet. The construction will have a rear yard setback of 1.8 feet. In addition, the proposed construction is not permitted pursuant to Article X, 280-45(C)2f which states; "the apartment shall not comprise more than 50% of the principal building." The proposed apartment will comprise of X65.8% of the existing_principal building_ Lastly,the proposed additions and alterations are not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. Authorized knlaure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A.,Landmarks / pur onf44 a 90UTii0LD � _ r0U 1 TOWN OF SO OLD Town of Southold HISTORIC PRESERVATION COMMISSIUN Historic Preservation Commission Standard Q&A for Pre-Submission Hearings $060NEss F3LD 1. When was your4tatse first built? ( ct 5.8 2. Do you know your building is within the Historic District? 3. Are you familiar with Chapter 170 of the Southold Town Code (Landmark Preservation) which applies to this application? 165 4. How is the design for your project sympathetic to the surrounding neighborhood? TRe DeS(61J D 0 e NOT CR-AIr U e T-fte EXt6T AJ G- F/kFt'A-VG7 < 5. How do your plans and elevations show adherence to the historic district mandates in 'rfle� PL-&-s 5-4ow ext ST i G a.C TM t o R e0 mPa nl GNr:V Chapter 170? 6. Have you supplied images of neighboring residences? ES 7. How does this renovation illustrate compatibility in terms of scale and massing with neighboring structures? NO ct-�S�. 8. What is the square footage of the original building? t2 , 9-5-1 9. What is the square footage of the renovated building? od } 018 �! 10.What is the height of the original building? 11.What is the height of the proposed alteration, addition or new building? 12.What are the materials you are using for windows/doors, foundation wails, trim and siding? N 0 CHAT')6-e- 13.Do these materials match, "in kind", those of the original structure? `e:5 2021-01-27 Approved Version Building Detiartment tlptili6tion AUTHORIZATION (Where the Applicant is not the Owner) -(ZY R P lea residing at 1000 (Print property owner's name) (Mailing Address) do hereby authorize O-d*3 CK-,*0e5 CP S (Agent) to apply on my behalf to the Southold Building Department, er's Signature) (Date) �k-2 4 v e- (Print Owner's Name) EXIST.TREE TO REMAIN EXIST. ROUPOFTREESTOREMAIN TYP. j EXIST LINE OF G. n TO BE R/ED Z FOR SEPTIC- - I SYSTEMte - INSTALLcnUSP P 64°23'20"E SPLIT RAIL 125.90' i .t F C I o„1Mg f OIRMO ` ByyUEU _ a..l I GRASS I :a � W( V GG � •,•�"....... DRIVEWAY EXIST.GROUP OF S 25' 4 ,�. - - TREES TO REMAIN SHRUB EL 14,8 �. z p c $SRHR B • .� I C.. BaB s NO. _ I : m r coNa EXISTING 1 STORY m i I�: _ ' 2 FRAME BUILDING B _ LOT COVERAGE: �1CC W U BRICK n C 2249 SF(HATCHED) 5 FFL 17.8' m GRABB H I r 1.coNc. - m PROP.A/C I I I. o m Ln N OVSRH BRICK IAtEXIST. LL EAo 12.5' - c w��B F i m TYR _ EXTENSIO_ _ _ _ _ f - E TING 1 5.4 - - EXISTING ,Tj'RRE. N64° 3'20'W `` PROP.STEPS A/C PROP. SHIFTED EXISTING ! ENTRY CONNECTION/ DECK AND STEPS Y,t ;' �\s EXIST.SHRUB TO REMAIN jQ. ( , "p, ,,!.. EXIST,FLAG STONE TO . �� REMAIN STATE STREET .(SKIPPERS LANE) 000 u c LLA G GhrJ E I NOV 12 2021 TOWN OF SDUTHDLD l L I HISTORIC PRESERVATION COMMISSION �H-aTo K,EY * f r A �� _f �'�3'�+�s.r� !� 7�� •� fes. .: %a i j Fif W. SOTTA NOV 12 2021 l V00 \/t L.,LA G e I-AN E O R L E. N T I TOWN OF SOUTHOLD it• g, Zd HISTORIC PRESERVATION COMMISSION k ;f �f Y, A. �W)mC •9 yr�p� u�YAv JOTA5 1001D V PrG � L-ANE� OR�cwt T NKuOR viEST 1 � Y t i AM ` , i Wt 41ev •. Y F1r'. 'f'!%.' 4 j`j _ i y'-z- J r r4. t joS UDD V 1 L-L PAGE O��ENT TD �3� CD N V�R"C�D Ta Lt U I N Cr S f to 'S1rJ �,t.�r.?�fi. •.3 f•ld Nt :: lfi E t n. k6-- iE All l Oti V 1 lL G-E LA N a �fzl� ��.r- T. L-C ( `JG 'TD a A µ 1' '. 404 i� \ t V i�tT ■Y rte- • _5 0T s o o c) L-ANe D �Z,t Eru T Pic #k-? F ,EAg LDDIKlt\j6 NoKT�t E T rz �: � {��;, � _'+ •fir�^ 1 • f Fuentes, Kim From: Joan Chambers <joanchambers10@gmail.com> Sent: Tuesday, December 14, 2021 10:26 AM To: Fuentes, Kim Subject: Re:ZBA 8t HPC -JOTAS Corp,Turturro Attachments: 210514-Turturro-16-BPset-REV2-stamped&signed (1).pdf Kim, November 15th you reviewed my application for the property at 1000 Village Lane in Orient. I am getting it finished and have a few questions. You have requested a new survey of the property. The architect has included a detailed Site Plan with his plans. Does that take the place of a survey or do you need a site plan and a survey? How much is the fee for this application? I'll get a check from the owner. The LO.D requested'an application to the H.P.C.which I included in my preliminary application. You did not return it so I assume that it has been passed to the HPC? Is there anything else I need to do with that? I have attached a digital set of the plans that include the Site Plan to see if it is sufficient. If you need further drawings for the HPC please let me know. Thank-you, Joan Chambers On Tue, Nov 16, 2021 at 3:16 PM Fuentes, Kim <kimf@southoldtownny.gov>wrote: Hi Joan, ZBA I have conducted a preliminary review of your application and ask that you provide us with the following: Photos per instructions (you included photos in the HPC application) Updated survey of current conditions ZBA #1047 — attached i .K A� I can place your original application in the box outside if you wish. HPC I will forward your application to the Commission via PDF email and request a pre-submission date (Most likely January 27) I will also ask if they need additional information or illustrations from you. For easier and faster distribution, please have the design professional send me pdfs of his designs. Thank you. Kim E. Fuentes s Board Assistant Zoning Board of Appeals 631-765-1809 kim, a southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 z Fuentes, Kim From: Joan Chambers <joanchambers10@gmail.com> Sent: Wednesday, November 17, 2021 9:31 AM To: Fuentes, Kim Subject: Re:ZBA& HPC -JOTAS Corp,Turturro Thanks Kim - Please put the application in the box and I'll pick it up and follow your instructions, Thank-you, Joan On Tue, Nov 16, 2021 at 3:16 PM Fuentes, Kim<kimf@southoldtownny.gov>wrote: Hi Joan, ZBA I have conducted a preliminary review of your application and ask that you provide us with the following: Photos per instructions (you included photos in the HPC application) Updated survey of current conditions ZBA #1047 — attached I can place your original application in the box outside if you wish. MO I will forward your a a �to the Commission via PDF email and request a pre-submission date (MMAH��FENS. auary 27) I will also ask if they need additional information or illustrations 1 4 from you. For easier and easier distribution, please have the design professional send me pdfs of his designs. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals 631-765-1809 kim southoldtownny.gov Location: 54375 Main Road Mail:P.0. Box 1179 Southold, NY 11971 z Fuentes, Kim From: Joan Chambers <joanchambers10@gmail.com> Sent: Thursday,January 27, 2022 9:54 AM To: Fuentes, Kim Subject: 1000 Vill g Lane HPC Kim, Concerning Joan Turturro's property at 1000 Village Lane in Orient.SCTM#1000-25-1-18 At the meeting of the HPC on July 15, 2021 an approval was given to replace a window with a new side door and stoop and also to permit the installation of security cameras. The work has been completed and the Building Dept. has requested a Certificate of Completion from the HPC in order to process the CO for that permit. The Building Permit#is 46652-Z. Can you please tell me what must be done to apply for the Certificate? Thank-you, Joan Chambers ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Fuentes, Kim From: Dwyer,Tracey Sent: Tuesday,January 25, 2022 3:53 PM To: Fuentes, Kim .Subject: FW: 1000 Village Lane HPC Attachments: Doc -Jan 21 2022 - 10-36 AM.pdf O .................. From:Joan Chambers [mailto:joanchamberslO@gmaii.com] Sent: Monday,January 24, 2022 9:13 AM To: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Subject: 1000 Village Lane HPC Tracey, Joan Turturro received the attached letter from someone in the Building Dept for her property at 1000 Village Lane in Orient-the email wasn't signed. I think that what is needed is a certificate of completion from the HPC. This permit was for a replacement door and stoop so many of the items listed here, such as plumbing, insulations etc. do not apply. Can you please let me know what is required for the Certificate of Completion and anything else that is required for the CO. Thank-you, Joan Chambers ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Town Hall Annex Telephone(631")765-1802 54375 Main Road_ Fax(631)765-9502 P.O.Box 1179 Southold,NY 1197.1-0959 / BUILDING DEPARTMENT TOWN OF SOUTHOLD January 20, 2022 Joan Turturro 25500 Route 25 Orient, New York 11957 Note: 0 9 ,,.. RE; 1000 Village Lane, Orient fare the Certificate of Occupancy can be issued a Certificate of Completion is needed from the'Historic Preservation Commission. TO WHOM.IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor., Spray Foam Insulation Certification from a NYS licensedarchitect or Engineer BUILDING PERMIT: 46652-Z Door and Stoop '$UFFOLK COUNTY DEPARTMENT OF= EALTf 1 SERVICES h a > OFFTrOF�UASTCW°ATER MANAGEMENT . A _::-y.,-'PF ANK AVENUh,SUITE K '. Y,�'AANK NEW FORK 11980 NOTICE " t63 i)8525700. a. GMZ 4 NOTICE OF NON--CONFORM.ANCE_COMMERCIAL T0. Glyi�ls Berry` PROJECT NAME: JOTAS.Corporation REPERENCE NO.:C t�0-1 tJ-0009 °"P:O.Box 444 S . Onent,NY 11-457 C TM NO..: 1000-25-1--18 _ . This application is not being"processed far approval as submitted because, it does not appear-';ta conform'tivith the, standards/requrreP�ents of'the Suffolk County Sanriary Code'w%indicated: 1'. -1'he$reposed sanitary flow is greater than the=allowable,p orf a tioSi density Cognty San ary Code).uivalent, A sewage e treatment system ixequired.{Article 6;Section G 10,1 aiagraphs A>2 and B 2 ® The installation of a subsurface'sewa a dis osal s stuns is not ermined,when:" ro osed well.and/or surface waters Ttie tel will be an insuft�cient d►stanc e.from neighboring weall(s),p .` W. Tlie sulasolls on'the`s�te"can'ta�n mettdotiy titflt bt7 ,silts,clays o�other impervious,rnater�als which extend-lielo�v .#he`gioundwatertable or'subsotls an the�renare.unsuitab(e for the$raperunatia�lmg of�the system Q The groundwater or drainage'caitditions are unsuitable f`oi-file proper functioning�f the system :❑ Apublicsewer systemisawailale ' 3, The installation of a privRte water supnl 'well is not permitted when: Q A pubiic water supply is,available. r Q The gr°oundwater'supply in the area is inadequate forindividual watersopply wells., ®The•prbposedwelI will be: insufficient distance f%m proposed or existing sewage disposal syslem(s). ° -Q,The proposed,sanitary flow is greater than the allowable population density ec)uiva(ent 4,.[} The parce((s) t?eing°applied°on Fare apparently°part,of a realty`subdivision or development,"as defined in Article°6 of the SnffolkCounry Sanitary"Code .whichhas�n3t beefl.approved by the Department fc�r,the method of sewaae"disposal sand water-supply. Prioc`ib,further prd'oessing°af the application, it will be'necessary`�that the"owner{s of the overall property file a realty soW yi:sioti or development in, lea this office: - 5 Q,the proposal is trot sn conformance with[�epartinentco istruetion standards fi. °fnstallation.of an nn site sewage treatment"system is itat permitted biikland where;ecimmunly sewecsare required:' a' 7. The proposalris not iri conformance with the cin litions cif the,approved realty suhdivision or development mit$. 8 Other/Comments previous site lai c reflected re existin 'non-conf6fmin uses.which exceed the,allowable sanitary flow°and'require a variance A `vartat7ce may°be granted by SCDHS'laased urian tawri approvals (pendini; review board determitiationl° ilowever current°`site plan indicates.a butldinR addition is.proposed °.. ., which does not a ear°accr 'table since(this would exceed=the-extsttn> santta flow and �turiher_exceed the allowable sanitaryflaw also the proposal also appears exceed the "historic`use'" as well which aijpears,to be laeikn ` ode nate°documentation for.a ` royal cecommended�'-to keepproposal,.e uivalent toar_less than waisting sanitm flow: jf this matter eannot be resolved,,y6u.tTiay r`egtiesta:r�nrianee from these standards by applying to,the Department s Bi�ard of Revi6v: Prior to applying to the.Board rif Reyte�v the;'eotiimcrcial application`must he completed. _ _.. N REV IEWED,dB B1Aise Ehilich . C`: DA'1'i~ lunc,5 2021 I " t'I1 A R117,T l flN C+C} " t $o t kit5'�ORM 1 1TH ANI',It r,Sl',1:lIMIS X()N{S) t �V Vincent Bertault, Claudia Lin 95 Navy Street P.O. Box 51 Orient, NY 11957 Historical Preservation Commission ,, Madam Mariella Ostroski, Chairperson 7) D LS li 54375 Main Road SAN 2 7 ��1�.. P.O. Box 1179 Southold NY 11971 TOWNOFSOUTHOLD HISTORIC PRESERVATION COMMISSION Orient, January 26t1, 2022 Ref: Jotas Corp Application 1000 Village Lane Orient New York 11957 To the attention of the Chairwoman of the board Our names are respectively Vincent Bertault and Claudia Lin residents and business owners in Orient New York. Our business is located at 1000 Village Lane, the application before the Historical Preservation Commission Thursday January 27- 2022 and we wanted to make sure this below statement is included on record for this application. This particular structure and store locations (Ice Cream and Post Office) has been long known of the Orient community. This current ownership has over the years, with multiple tenants, frequently been modified, changed, and radically altered without submissions to the proper local agencies. Each and every structure has been worked on and rented without proper maintenance of foundation, septic system and adequate electrical power supply except when forced under a court's order! The community certainly remembers the shutdown of the Post Office early 2018 for several months due to a failing building foundation! The retail space which, we rent today use to have a connected back apartment being part of the original commercial use of this building. L r A' Today both a retail space and a small studio apartment have been implemented without proper permits. Modification of the facades took place without proper submission. Several complaints have been sent to the code enforcement department without follow up. Extraordinarily surprising as my wife and I have been subject to an incredible amount of stop work orders for far less on our own property! The submission of today should not overlook the past infractions. The Historical Preservation Commission should not review an application without to make sure the current condition matches the archived filed. (Ice cream Parlor, Apartment, Post office). As indicated above, the split / division change of use of the_ apartment from the ice cream parlor was done illegally with important alterations. (Case of Lynn and Keith Kane regarding a non-submitted cover porch cannot be ignored at this point). To be noted as well, the current existing septic condition (obsolete already by age and obviously inadequate for a residence and two commercial tenants. Please find attached for your information relative correspondence from the health department regarding this particular property septic set up. The proposed plan does not request additional bedroom (factor of septic capacity) evidently doubling the habitable square footage space cannot be done without proper septic upgrade when a much larger kitchen and another bathroom are proposed. That would make for this property a final configuration of 4 toilets 2 bathrooms, 1 large kitchen, 1 commercial kitchen. The owner's plans of this property registered within the historical business district are to combine the main building with an historical accessory structure in the back of the property. This property is located in a dense non-conforming historical community with inappropriate set back between each individual dwelling. The current set back of the existing accessory barn to be modified as residential is 1.8 feet, when the code requires 2S feet!!!! How can it be said that this project would not immediately interfere or impact the surrounding properties? It is unconscionable due to the already overuse of this historical property to allow another massive extension change of use with undeniable negative effects. None less to say that the necessary parking spaces would not be able to be met without interfering with the safety of going back and forth into traffic on the busiest section of Village Lane. Considering our personal experience with neighbors we would expect similar reaction from the community regarding an accessory structure alteration which in view of this application will be highly modified on the majority of both of its facade and create a non argumantal new elevation run (original building plus extension plus barn). The application stipulates that it does not alter the current facade when this entire new facade will be visible from Skipper Lane for almost a good third of the block from the corner of Village Lane with or without foliage! We would certainly hope that most neighbors of this community would stand up against this submitted application as a disguised submission to legitimately validate multiple law infractions done in the past by the same owners. Such a large project will have a detrimental impact on the life of Village Lane. The safety of children of Orient on their bicycle will be at danger, the seniors will be at risk going to the post office furthermore, it is unconscionable by the owner not to install or request an implementation of a wheel chair ramp to the post office rather than proposing a Gargantuan addition with a large change of use. Such project will affect the overall quality of life in the heart of the Village for years to come irreversibly. Vincent Bertault Claudia Lin Encl; Suffolk County Dept. Of Health Services Jotas Application CC: Wickham Bressler and Geasa PC TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING i0TA-5 Q)RP J©A-kf T-yaruRa(3 (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, J b&(�,f e 6 egS residing at EDU-[Jtzt-( ,New York,being duly sworn, depose and say that: I am the( ) Owner or(Vy Agent for owner of the subject property On the t(0 day of FE B R202ZI personally placed the Town's Official Poster on subject property located at: l o db U c(__. LAYVAS7 The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition,the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of 20sz (Owner/)Ig t Signature) Sworn to b ore me 's Day of , 20z2_ otary Publi Dawn Johnson 5:....._..... :Notary Public,State of Ner-r'�'orE: * -.*_No01J06349053 +. PUBLIC;' Quail&d in suffoitc county "" "`� Coru><nission E,xn fires 10111/20.2-q TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS c�t)TM S CDR -P -- �j[�i -t-u Kru (Name of Applicant/Owner) [00D V t L(_/1�;-G E LAMM SCTM No. 1000- (Address of Property) (Section,Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, ( ✓)Agent J D A1\f e(+M-1g5e-((Z ' residing at -5—N 20 N1 AU�J (-4 SO UTItD L-D New York, being duly sworn, deposes and says that: On the JLL __day of 1=E!BR 0�(Zy , 20 2:;-I personally mailed at the United States Post Office in SOUTt OL-D ,New York,by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the Southold Town Assessors for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to bef re me this da of _,202 ,H `o SP'T IDawn Johnson �. 5............'Q 'rioraav ?Notary Public,State of New York _' Puouc No OIJ05349053 y�il'�F�\��' (Fua{ifiecl in Snf£n11;County (Notary 11C Cont9nissior Expires 10111/20Z PLEASE list on th back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. 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A 1:3 El Adult Signature Required C3 []Adult Signature Required $ $ FEB 2022 22 El Adult Signature Restricted Delivery$ []Adult Signature Restricted Delivery$ FEB 20 Postage rn L-J Postage Cf.78 _r $ Total Postage and—Fees r _a $ 2 2 _3 � _3 r Total Postage and Fees 7.5 8 �i._ $ P Ln Sent To U') $ r9 0 r3 stj-r 8 o "'T - -cT,7 'Co' s,CA mqt Gn!_Ryjg --------------------------- Adry6i-ff6------------ ------- - P_ LA-N G '---------i0 SOX I G city �-------- ----------------------------------- OL-0 —---------------------------- ----------------- ZX74 NY -7 -4-------I-- L9 M M ACA4 , tj City State, U.S. Postal Service' U.S. Postal ServiceTm CERT]PIED MAILP RECEIPT C131 CERTIFIED MAILP RECEIPT Domestic,maii only r_9 Domestic Mail Only E:3 ru ru M M 0 83�FF L Ori -FICIFTC 5 Ln L U S ru Certified mail Fee �13.75 rU Certified Mail Fee lyC'-71 $3.75 Ln $ ra Services&Fees(checkbox,11 Ext Ln $ 1 If atra.Services&Fees . (check box, fee ,,,b'date) ❑ stu Receipt(hwdcOPY) ❑Retum Receipt(hardcopy) $ Return Receipt(electronic) $ postmark ❑ Here ri [:3 ❑certified Mall Restricted C-3 ❑Return Receipt(electronic) $ Delivery $ ID r3 ❑Certified Mall Restricted Delivery $ t-3 Adult Signature Required $ C3 []Adult Signature Required []Adult Signature Restricted Delivery$ []Adult Signature Restricted Delivery$ postage FEB Postage FEB 1 1 2022jj) I7 7 $ Postage allia Fees E-03 Total-0 $Total Postage and Fees Ln $ $7.58 &RUAN6,5- $7.58 1 Ln S""To MkNW VOCIT69� ------------------------- SentTo r_1 zT. KAFLYAA04:o:k C3 - W--- --------------------------- tandA to or o' -------- E3 PO Box VItiPO •80 ;b i--------�Qi------------- 5_7 ---------------------------------------------- N 1 OFFOUMELUIN"', PS Form 3800,April 2015 PSN 7530-02-000-9047 See Reverse foe Instructions COMPLETE • ON SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,an'&8, A. Si "tura Agent ■ Print your name and address on the reverse X 0 Addressee j so that we can return the card to you. g e eived by(Printed Name) C. Date ofDelivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. L 1. Article Addressed to: D. Is delivery address different from,item 17 0 Yes if.YES,enter delivery address below: I]No T. rn&KY-A 'w\) rJ 3. Service Type O Priority MailEXpress® I I I IN 111 1111 111 0 Adult Signature ❑Registered Mai - ❑Adult Signature Restricted Delivery Registered MadRestricted i X Certified Mail® Delivery ! 9590 9402 3554 7305 7762 46 O Certified Mail Restricted Delivery ❑Retum Receiptfor ❑collect on Delivery Merchandise CI Collect on Delivery Restricted Delivery O'Signature confirmationTM' "_2._Article:Num ier__trransfer_-from-serviceJahelt !nsured Mail ❑signature Confirmation insured Restricted Delivery Restricted Delivery 71 0E_4ll QOI[1 5 +25 32;18 _to�er�oo) Ps Form 3811,July 2015 PSN 7530-02-000 9053 Domestic Return Receipt ;! SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A: Si ature ■ Print your name and address on the reverse D Agent so that we can return the carts to you. X' r 13 Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name' C.Date.of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 17 ❑Yes M t Ri A m FcsTe If:YES,enter delivery address below: p No P , G-R A,'-ts oN rn U fll?4 Y PO Box t 0 R I er)'r N ItaS7 �auuJ.y l�u4,u1•ir114L.�lll_Ii➢1_IJi 1l.-•IL _..'3___-gntv1 BTvne COMPLETE /N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signat're ■ Print your name and address on the reverse Z13Agent so that we can return the card to you. 13 Addressee - ■ Attach this card to the back of the-ma ipiecer B. Received by(Printed Name) C.Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is deliveryaddress different from item 1? ❑Yes r'>r' ) If YES,enter delivery address below: p No S O-o LAA5 3. II I Illlfl IIII II"I II I IIII I II I I I IIII IIIIII III III ❑ Adult Signature s ice yl�sRestricted Delivery O Regised M p,Mail ress@ 9590 9402 3554 7305 7762 53 li Mail Restricted i Certified Mail® Delivery O Certified Mail Restricted Delivery O Return�ieceiptfor I-]Collect on Delivery Merchandise' 2. Ole Nu (Transfgr1frolt7 SeNiCabel) con ton De ive Restricte D Iiv O ignature Confirmation- 1 ;• t G t?r I i E �• `r i;isu e6 Mail f j [?7 Signature Confirmation 7.01,�. .0�,4 El,• p Q 01, 2 5. 3 2�2 lsured Mail Restricted:Delivery Restricted Delivery _wer$500) .� PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt i 40TICE OF PUBLIC HEARING )TICE IS HEREBY GIVEN that the )UTHOLD TOWN HISTORIC IESERVATION COMMISSION is public hearings on Thursday, bruary 24,2022,in the Southold 1wn Hall Meeting Hall,53095 ain Road,Southold,NY 11971 for D following: 30 P.M.—Mark Riesenfeld- auest for a Certificate of ipropriateness under Section 0-7(b)of the Southold Town ?de,concerning proposed erations to an Accessory Barn to converted into an artist studio, a registered landmark property at 0 Village Lane,Orient,NY,more rticularly known as SCTM#1000- -1-15. 10 P.M.-JOTAS CORP/Joan irturro,request for a Certificate Appropriateness under Section 0-7(b)of the Southold Town )de,concerning proposed erations and additions to an isting commercial building in Jer to alter an Apartment veiling;at a registered landmark 3perty at 1000 Village Lane, ient,NY,more particularly known SCTM#1000-25-1-18, is Hearing will be in the format of Southold Town ZOOM Webinar inference and"IN PERSON". iblic access is available via the wn Website vw.southoldtownny.gov calendar k. ited:January 27,2022 'ORDER OF THE SOUTHOLD )WN HISTORIC PRESERVATION )MMISSION, MARIELLA 3TROSKI,CHAIRPERSON intact:Kim E.Fuentes-Tele: 1-765-1809 or email: nf@southoldtownny.gov 1 pur Uniqu, Town Hall Annex Mariella Ostroski, Chairperson 2`0� ` `nw�oF �' ��, Anne Surchin,Vice Chair ® SOUTH06D * ® 54375 Route 25 uneuyoaK PQ Box 1179 Fabiola Santanax z No ca �'. vq a Southold,NY 11971 Allan Wexler as ` ts�a , Telephone: (631)765-1802 Kim E. Fuentes, Coordinator �'%A E 1 email:kimf@southoldtownny.gov RfiSERvaTtoN G southoldlipc@soutlloldtownny.gov LEGAL NOTICE NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Southold Town Historic Preservation Commission sets a public hearing regarding the application of JOTAS CORP/Joan Turturro,request for a Certificate of Appropriateness under Section 170-7 (b) of the Southold Town Code, concerning proposed alterations and additions to an existing commercial building in order to alter an Apartment Dwelling, at a registered landmark property at 1000 Village Lane, Orient,NY, more particularly known as SCTM# 1000-25-1-18, on Thursday, February 24, 2022, at 3:40 PM in the Southold Town Hall Meeting Room, 53095 Main Road, Southold,NY 11971 in the format of a Southold Town ZOOM Webinar Conference and"IN PERSON" Public access is available via the Town Website www.southoldtownny.gov calendar link. Dated: January 27, 2022 BY ORDER OF THE SOUTHOLD TOWN HISTORIC PRESERVATION COMMISSION, MARIELLA OSTROSKI, CHAIRPERSON Contact: Tele: 631-765-1809 or email: kimf@southoldtownny.gov F Fuentes, Kim From: Fuentes, Kim Sent: Monday, February 7, 2022 10:57 AM To: 'Joan Chambers' Subject: RE:JOTAS HPC - Public Hearing Instructions for February 24, 2022 Attachments: HPC email hearing instructions to JOTAS Feb 24, 2022.docx; Notice Posting-JOTAS CORP February 24, 2022 HPC.docx;Affidavit of mailing form - HPC.pdf,Affidavit of Posting form revised 9-7-2021 PDF.pdf;jotas_20220207092527.pdf;Turturro (Chambers) - 1000 Village Ln 1000-25-1-18.pdf, LEGAL NOTICE JOTAS Public Hearing Febraury 24 2022.pdf,jotas_20220207092527.pdf Hi Joan, Please see attached instructions and documents for February 24, 2022. I've also attached the HPC 2021 decision per your request. Also, please acknowledge receipt of this email. Thank you. See attached material to prepare for the JOTAS, CORP Historic Preservation Commission public hearing on Thursday, February 24, 2022. (�Toan, please let me know,i you could like`to pick upy hadcoples of these forms); 1. List of parcels by SCTM Nos. —Please request mailing addresses from the Assessor's Office. 2. Posting.Notice 3. Affidavits of Posting and Mailing (To be done by February 14, 2022) 4. Legal Notice MAILING INSTRUCTIONS: Please send by i1°SPS C r7ti-i ied= aiY i2 rn.Receia`i the following documents to all owners of property (tax map with property numbers enclosed) vacant or unproved, which abuts and any property which is across from any public or private street. Mailing and Posting to be done by February 14, 2022. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter should include description of improvements, your contact information, date and time of hearing;procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthennore, if recipients need to contact the HPC, they may telephone 631-765-1809 or email me at kimf,c gov. c. Copy of Elevations/Rendering of your proposed project. Link to view pending applications: http1124.38.28.228:2040/weblink/Browse.aspx?dbid=0 The Town's Laserf the/weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765- 1937. Contact us via email or by phone if you need further assistance. i lit ty://southoldto��T i .gov/Doc;umentCenter,,View/8779/FinalRoII2021-Amended f scan ands eJr�aa><l the C1SPS maiing recerpts, gree � gnat�zre cams did affdav�I� ;to kimf suutholdly�nn� Fav, and x�`P�.Z�D�PTIGY �S�'� ��h�� TNN,A,L� tai fhe Tom ofS�►ut�+ald,,�PC, Pfh�da�,l.�;�79,, oiilthold NY.,'�:,�97 . � `, Please note that without your mailing receipts, the HPC will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New Fork State Law. Please be reminded that New York State Law requires the HPC to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. The Zoom WebluarLink for virtual access will be posted Town's website C a e ar :Event Page. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim&,southoldtowupy.gov Location: 54375 Main Road Mail.P.O. Box 1179 Southold, NY 11971 From:Joan Chambers<joanchambersl0@gmail.com> Sent: Monday, February 7, 2022 10:00 AM To: Fuentes, Kim <kimf@southoldtownny.gov> Subject:JOTAS HPC Kim, Can you please confirm for me the next date for the HPC hearing on the application for Joan Turturro (JOTAS)Village Lane in Orient? I understand that I need to issue notices for this meeting. Can you please let me know when these are ready so I can pick them up? I prefer to not trust the USPS. I am also looking for a copy of the final HPC approval for the small completed project ( door and stoop) on the same building. 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"..� ,e+ •^ :.:m,r��x ., �. .o. :..-r— �..n l2) s� � :: -- � C. �wwnev � � a mt r uvm a �w fi A rv� R �•�.,_ >� :� ..... ... ......�-. x ;, .: -" ._._ ... .. -'... ,.� ,., :: ^�--. �.,._,.e.;,�.a -s�==s�...�.x�,�,..�" ._.�'.�.� ,N",. _ era NOTICE OF HEARING NOTICE IS HEARBY GIVEN that a public hearing will be held by the HISTORIC PRESERVATION COMMISSION at the SOUTHOLD TOWN MEETING ROOM, 53095 Main Road, Southold, NY, concerning this property. OWNER(S) OF RECORD: JOTAS CORP-JOAN TURTURRO: SCTM # 1000-25-1 -18 SUBJECT OF PUBLIC HEARING: 1000 VILLAGE LANE, ORIENT, SOUTHOLD, NY for proposed addition and alteration to an existing commercial building to alter an Apartment Dwelling. TIME & DATE OF HEARING: 3:40 pm — THURSDAY, FEBRUARY 24, 2022 via Southold Town Zoom "WEBINAR" Conference and "IN PERSON" public access. SOUTHOLD TOWN HISTORIC PRESERVATION COMMISSION:(631 )765-1809