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HomeMy WebLinkAbout1000-51.-3-5.1 1 REVISIONS: I ISITE DATA l j SCTM # 1000-51-03-4.11 I ` — --^— _---------J" r— PROPERTY: 5415 Old North Road 1� x INE of — —— _ _. —— ` ADDRESS Southold NY, 11971 OWNER: Claudiarita 19995 Soundview Ave. — I Southold, NY 11971 ► I — -- — SITE: DEVELOPMENT RIGHTS SOLD - 21.4512 AC Ig 86 ° �30 — — — — DEVELOPMENT RIGHTS INTACT- 3.7431 AC 15TIN6 r-#, .M 1R0� I� TOTAL SITE AREA: 25.1943 AC 1 I I ZONING: AC { dJ I SURVEYOR: Peconic Surveyors I a PO Box 909 I i NOTE: ► 1230 Traveler Street O l ► Southold, NY 11971 I i TIMBER 5r-r- R SHEET #5 FO ► LICENSE'# 49618 I 1 WARETAINI & OVERALL SITE PLAN I � W ►-' BUILDING AREA CALCULATIONS z I I ► BUILDING AREAS: O ► I ► 5,849 SQ. FT. F..XISTIN6 NOy RBI 6 I WINERY: RETAIL AREA 347 SF I IRR16ATION YeLL FUTURE I OFFICE AREA 267 SF I I WW I "NON POTABLE ADDITION ►j TASTING ROOM 1st FLR 2441 SF I IILI 201 TASTING ROOM 2nd FLR 451 SF ► - TASTING ROOM SUPPORT AREA 357 SF ►�>= YARn Q I I STORAGE AREA MAIN BUILDING 216 SF I — L--------- ► PRODUCTION AREA 1770 SF PARKII I LIMO,PARKING. 1�6 AREA EXISTINS ► SHEDS: 455 SQ. FT. W s I 23 SPACES ► STORAGE SHED SOUTH 275 SF _ l AND s a BUIL.DIN6 OIL I ► BOIL AND P TO REMAIN ( STORAGE SHED NORTH 180 SF z �— 1 1 SURFAGINcS I TOTAL BUILDING AREAS: 6,304 SQ. FT. O I I ON ASPHALT . HANDRAIL: . \ I POR RAMP" .\-••• I 4 SPACES SPACES I SITE DENSITY CALCULATIONS I I OVERFLOW Z . _ 6 p I I PARKING ADDITION \ ` SITE AREA: 3.7431 AC / 163,049.43 SF TO THE 1 ; AREA EXISTING T I EXIs INS BUILDINS WINERY minus 2nd floor: 5,398 SQ. FT. O J lu ACCESS BUILDING. i TO RELOGA7ED Q ( I N �` _"$TNr7-------------------- ► _ SHEDS: 455 SQ. FT. AS BUIL.DINS I J { FROM MAIN coNCRIrT� CRUSH PAD: 695 SQ. FT. W 1 I DRIVEyyAY pri Q SLAB ► I I COVERED TERRACE: 863 SQ. FT. { I I I TERRACES ON GRADE: 2,284 SQ. FT. TOTAL: 9,695 SQ. FT. SPA-DES: ► I (V L — — JLOT COVERAGE: EXISTING SHED SEE I 1 OIL' AND _ ® 9IEETI2 FOR, I HOUR 5.9 % ACTUAL / 20% MAX. ALLOWABLE 1 ► BLUESTONE FIRE SEPARATION PARKING: ► ► SURFACING Opp, INS 15 �\ DETAILS AND NOTES --- - Cl 21,717 SQ FT ! 13.3 % LOT COVERAGE 1 ON ASPHALT LIM :-- 1 tSl rn N I G p� TRANS `-"`- .{ O LANDSCAPING: ° YIAI N . 131,637 SQ FT / 80.7 /° LOT COVERAGE Ju ► F GE LIM xi _ Y ' PARKING CALCULATIONS I I I N86 05` 50RETAIL AREA 347 SF/200 SF/SPACE 1.7 SPACES \ tp I I 6 05` 50'� DUMPSTER MECHANICAL - OFFICE AREA 267 SF/100 SF/SPACE 2.7 SPACES 1 EG2UIPMENT D TASTING ROOM 3249 SF/200 SF/SPACE 16.2 SPACES Z 1 I LOCATION W/ GFT INCLUDING TASTING ROOM,SUPPORT AREA& MEZZANINE Igggggggg _ J HIGH CHAIN LINK , — I FENCE W/ PRIVACY m STORAGE AREAS 671 SF/1000SF/SPACE 0.7 SPACES I SCZ INCLUDING STORAGE IN MAIN BUILDING AND TWO STORAGE 50 ( O SHEDS V Y PRODUCTION AREA 1770 SF/500 SF/SPACE 3.5 SPACES DARK W m O -- --— — —— O LETTERS ON TOTAL PARKING SPACES REQUIRED 24.8 OR 25 SPACES 2 } 6 I— EXIST. TOTAL PARKING PROVIDED 25 SPACES W/2 H.0 — = w 2 ► A LIGHT Z �r SIDC 4 feet CONTRA5TING GARAGE O C Am IT 10 IN M Am m or"" C.1 M I COLOR '� n°. BACKCGROUND Q W MEN PURITA O PARKING 201 WINERYAREA ACCESS m I AS NEEDED SIDE YARN _ O EXIST. I FROM MAIN GARAGE 1 DRIVEWAY iv v►t►d`��e �' ► so NEJM SIGN AT J IT \ I • DRIVENAY ENTRY P 3 a Long Creek ► K 5 4seR a s 1 U EXIST. EXIST. ( In RESIDENCE RESIDENCE �. { PROJECT NO: 0701 � m l DRAWN BY: I VEL UT FACE CHECKED BY: � z I DATE: Jan. 11, 2022 I z0 NEW 516N SCALE: 1" = 20'-0ww I Z CURB GUT TO BE CROWNED TO (,� �lJ i a 0 EVENT STORM 11AINER RUN-D (-� SHEET lU TITLE: I JAN 13 2022ENLARGED EUILDING I ASPHALT PAVANS SURFACE FROM 1DEPT.HULD SITE N TOWN ROAD TO 10 FT BEYOND PLA N O3, 54 FROM DRAINAGE BASIN INLET, � SPC�GIPIGATIONS TO MLT TOWN N HI6HNLAY STANDARDS ® SHEET NO.: BUILD111-11-mmu PEFFIMIT SEwrlm Lr",mm 14 L A R" R C'x" �hm D %'":tw'h' O'E�"m �ft mL APt H SCALE: 1"=20'-0" DATE: JANUARY 11 , 2022 I , 3SITE DATA 1 I � I _ { 5 54 5 3 — — — `� SCTM # 1000-51-03-4.11 U_ — — — — I PROPERTY: 5415 Old North Road I ADRESS Southold NY, 11971 I OWNER: Claudia Purita 19995 Sou ndview Ave. 30„ Southold, NY 11971 {5 56 00\ — T ,�,p,� \ 1 pp�RM I SITE: DEVELOPMENT RIGHTS SOLD - 21.4512 AC \ , DEVELOPMENT RIGHTS INTACT- 3.7431 AC NOTE: I TOTAL SITE AREA: 25.1943 AC 5r-r= SHEET #5 FOR I SY TE #I OVERALL SITE PLAN � SE TIG SYSTEM ZONING: AC O 54' 1tXf 11 1 (I) 2 00 G SEPTIC TANK (ST) ` O ' I I PTD x 4 PT LD (5T SURVEYOR: Peconic Surveyors 6 GGA / TE5T HOLE I --' 1 1 \ \ \ ININS, ELEV + 57.0 % ' (I) 8 DIA x 5 PT LD PO Box 909 z W I I -L � /c►^4� F LP �I ; LP. 5E TRAP (GT) 1230 Traveler Street Z \ / , 1 I Southold NY 11971 Q – --� � ' _O; �p I (2) 8 . VIA.. X 12 PT. HT. LICENSE# 49618 FUTURE .` I CHI POOL (LP) I \ ADDITION >pp< I (I) 8 DIA 12 FT HT (AXP ANSI NPOOL TEST DOLE BY MARK McDONALD } I N \ _,_\ ,�• �'OGTI 1 3h GEOSCIENCE I I \ \ \ _ i DAw t _f 1 `p. I NO SCALE SOUTHOLD, NEW YORK 11971 Q p TEST HOLE DATA ( 10/2/07) 'gARKING AREA —— — — — — L- �I I IM ATION f . m / -i I 0.5FT BROWN LOAM OL W 'rM POTABLE 2 SPACES UP caysz D j , � _ 04 � �, L p`� � � *gam � E� , 3 FT. PALE BROWN SILT ML z F... k z, -� cB�J TO> \ 1 PALE BROWN SILTY SAND 0 al r 9x14' ` ON ASPHALTS \ I 8 FT. WITH 10% GRAVEL SM I O I I / PARKING 855+ { SPACE 9x19' I / /OVERFLOW _ /�� TYPICAL \ PARKING BROWN FINE TO COARSE SAND SW Q I I PARKING l e `DACE j1 I / ASA 8xl \ PIT H / �s+ t- l 17 FT. J G>s T O 1 e >> —fi�EW ADDITION ANE � I NO WATER ENCOUNTERED O ----- ANIG� I I / / ------------- - _ I { � PITC axla' � ce TMPSPACE - GONG. \ L –_ / I 00" CATI " M 1119AP LU I / +54.4 TYPICAL ' D I � I 2 I� 1___/ 1 t 3h � UNIaERGRAUND WATER L /IL AND / ®© \.-,l 1 =' i o 1 I 15" MIN BELOWDRAI \ 5LUN N ESTONE t eX4/ EXIS j � \�-- /A I I LINE (PRESURE PIPE) TYP -SURFACING I I / ON ASPHALT \ ELE ' I Sound iU I I 31 1 / N --------- ------ . m /11 / / ►- 1-10.56 0+ N r� Long I, CreekI I GRAVEL _ --_-___r_ _0 O5150 I EXISTING 54 SURFACE 5011W ELECTRIC 4 UTILITIES LINE 35mI NEW UND b O3 35 • 2' I { PUBLIC ViA 54" 36 4' o� 1D ' — / - / I BE OY4 &RAVE DUMPSTER — 1 m 35 r4 1 5011 / I / \ LOCATION Z O 5 6 I / 1 V Y � o � r { l Cz T� \ i _ ti z 54 1 J �/ c) I 1 0 z I O W I 1 \ • o w r L 1 OVERFLOW \ PARKING \ \ I 15, \ NEW UNDERGROUND PU5LIG WATER LINE \ { \ \ \ 217IA, 54" BELOW GRADE 1 I I \ \ 24, EXISTING UNDERGROUND { \ ELECTRIC 3 UTILITIES LINE i PROJECT NO: 0701 \ \ DRIVEWAY ' DRAWN BY: 1 GRAVEL ; UT I \ SORFACE / CHECKED BY: RPZ I VALVE DATE: I \ \ \ Jan. 11, 2022 ►� \ \ \ \ ' 1 I / SCALE: 1 = 201-011 I� \ CURB GUT TO BE CROWNED TO \ / PREVENT STORM WATER RUN-OFF SHEET TITLE: FROM LEAVING SITE SITE PUBLIC WATER �? \ `5T ASPf fALT PAVING SURFACE PROM MAIN IN ROAD UTILITIES , \ TOWN ROAD TO 10 FT BEYOND m I u f 1 FROM DRAINAGE BASIN INLET, PLAN O31 3O ` 32 33 S4 ; 5PEGIFIGATIONS TO MEET TOWN ab HIGHWAY STANDARDS 3D 31 � GRADE AS REQUIRED TO PREVENT Q � STORMWATER RLN OFF FROM SPILLING ONTO TOWN ROAD TNT SHEET NO.: + �1 is 1 24 20 1 wi— Ntzh E BUILDING P" E 'RMIT SET "" NLA" R%02'7`4w[9="mD PL APk H_ 1 SCALE: 1111=201-0111 DATE: JANUARY 11 , 2022 I I 3 GENERAL STORMWATER POLLUTION PREVENTION NOTES I PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION&GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE I { I Development activities for this project will consist of: 1.Installation of temporary erosion control measures(silt fence barriers),see detail 3 { I 33 34 3 3 -r-- -- I '� EX 15T1 NG 2.Clearing of trees and brush in areas shown on Site Plan 3.Installation of the I driveway stabilized construction entrance,see detail 2 LI LAWN TO 4.Excavation for a new building foundation(+/-3 ft below finished grade)_ - - _ - -- -}--�--- � I � RMANENT STORM WATER I REMAIN 5.Construction of a new foundation IMITS OF CLEARIN& AND RUNOFF CO 6.Construction of the new building structure 7.Site DISTURBANCE TYPICAL SEE �I 8.Constructonrading f of underground electric and rom the public road to the rutility lines from the utilea around the ity building at the road to the new building / tAI tyP 9 ORARY EROSION CONTROL MEASURES DETAIL- 1 9.Construction of a new underground water line from the public water main under the road to the new building { - PROPOSED SILT FENCE DURING 10.Installation of the septic system _ j £fib 30" _ _- �- -- CONSTRUCTION FAQ R0� I 11.Installation of on site drainage structures(permanent storm water runoff control measures),see detail 1-SP2 G - \ NOTE: a I 12.Installation of underground piping from gutters and downspouts to the drainage structures '� 13.Filling and grading of soil above drainage structures SEE SEET�#3 1=0R ~ I 14.Construction of newterraces I 15.Construction of new driveway and parking areas including grading and driveway surfacing 01lERLL 51 TE PLAN 16.Installation of new landscaping plants,lawns 5.�. TE #1 17.Removal of the temporary erosion control measures A/ I { \ \ \ \ . ----- • \ ` `�' • SE TIG SYSTEM SITE DATA O Total Area within I Site Area 25.1943 ac. I 1 �X 15T1 NG \ /- `''" I n clearing limits:56,148 sq.ft. -� / '-�` ,:;.�-�'°�w�'��'`-°• TEST HOLE Soil Classification:See test hole ELEV + 57.0 I Receiving Waters:Peconic Bay I L INN TO \ _ W MAIN � \ ,;,�I�;,:�RI�A'.,�; �� Contractor:N/A I MA I N pW VA '^_,'`,,, y{.,,:�y.`" ► LP ' LP I \ POLLUTION CON Z `;, i O I \ � / / � •, 1101, , r , J CONTROL MEASURES 1 Qi 1 0 / I In accordance with the provisions of the Town of Southold,chapter 236,storm water management and erosion and sediment control measures including,but not limited to,the following shall be employed during construction: A.Existing vegetation to remain shall be protected(by installation of construction fence or other approved means)and shall { ADDITION j SQT i I remain undisturbed. B.Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.A maximum of 1 acre shall be disturbed at one time unless written permission is ranted b the NYSDEC.Graded &Tt \ P g v 0�i I and stripped areas shall be kept stabilized through the use of temporary seeding as required.Seed mixtures shall be in \ ` AN accordance with the soil conversation service recommendations. 1 eX4 { O C. days as sections are 9 u-------- /� co r rf trucit a is suspended, e a shall be seeded immediately. 06 I \ - ,. - ,, ..,:,_ •�<':.° - �_ .�_ � Bare on an area of unless within\ / / 1 B s shall be seeded within construction will begin w a d,o if 'on ' i { :\`\;,:`,.•,, '. ;.'::='}.• ,-: �, . .:A : . :. :.�;.., = •`gAR`KIN(S ' - ', ;:'`�:�--`.? � i I a.Seed preparation-scarify soil if compacted,remove debris and obsticiles such as roots and stumps. W I I PE NENT STORM WATER \ I f j \ • _ I t„ b.Soil Amendments lum"MILD" HIMG PERMIT SE=rlm { 1.Lime to ph 6.0 4•.`, ENTRY RNA ON Tr1I::A5URE r - LIP RUNOFF CONTROL '' I - 2.Fertilize with th 600 lbs of 6 5 10 10 or equivalent er acre 14 bs/1 I I 00 s .ft. Ss' P 1DYVq ) / I l - NEW D WELL TYPICAL SEE ° ,,. r c.See r d d Mixtures I I I i Dw DETA L 1.Tem ra seedli ns a.R e rass'annual orperennial, n I30 Ib e c e s. r a r 0.7 lbs r 000 s .ft Y9 ( P e 1 I ( P q ILI- l .L• .Certified"Aroostook"k"winter a(cereal a 1001bs. a acre r 2.5 lbs per 1 000 s .ft. use'+� .'-`�`-`:'����' e winter e H seeding in rye)C P ( P q rye 9 - I � v H i ct be!No - ITT O o r vember. i ILand- 1 i 2 Permanent seedlings-See sca in tans r - � Landscaping i DW D he length and steepness o cle f ared slo es shall e ' b minimized to reduce runoff velocities.m Hoff velocd s.Runoff shall a -v b diverted away from Im , r 9tP \' I rslopes. c ea ed { t - i t1 - I I , i E.Sediment shall a ed on I b trapped the site and of permitted n matted to enter d' properties public adjacent o rtes or u c roads ordrainage PP s stems. PeJ i P Pe P Y I _ O Sediment barriers II I I rr, rs sha be installed Ion the limits a I Rs of disturbancer'o o e r m i n the start of construction and hal I 9P shall be maintained until construction is tete O I tit - I ct n complete. I : F A stabilized}- ��".�,, .':`.• ..�'':-;;., `:,-���-•';.``' a construction entrancesh f e alb maintained to prevent soil and loose debris from being tracked onto local roads.The I r LOADING I stN io con ct n entrance hall be maintained/ s n d until the site is permanently stabilized.An sediment tracked topublic /, .' -' p y y on roads to be NOTA.:. _ � I-- Ci vW AREA I removed or cleaned on a daily basis. SEE . HET. 2Oi?.- I T _ r G.All runoff shall be retained on site in accordance with local regulations and approvals.Drainage inlets installed on site shall be �� .':f7LP ; i \ 4 s protected from sediment buildup through the use of appropriate inlet protection. O I : UTILITIE5.K'A ` �' O a 1 I H.Appropriate means shall be used to control dust during construction. °`�.• 9 I / - . . .. . . : .--, _•' - ,' - ::' : ,•••. ,. � �cJ1L;�'I'O,Cf�, I I. Following permanent stabilization,paved area shall be cleaned of soil and debris and drainage systems shall be • cleaned and flushed as necessary. I • - >V-•r.'•i ..��-•::[:.` � J.The contractor is responsible for inspection and proper maintenance of erosion control measures.Inspections -- - - P P P P P ;.'.:'S'�:: z;"'.'. `^: ` ?':::,, / I /� must be performed eve seven calendar days an immediate) after periods o rainfall ❑❑ EX I ST1 N�7 - p every Y d y ft pe ds f rai I than one half inch.Maintenance measures are to include,but are not limited to,cleaningof recharge basins,sediment traps and d IIs cleaningand repair of , 1 / sediment barriers,i t ba Hers repair f berms un ivert e I A 'A' o m and runoff d ers,and cleaning and repair of inlet protection devices. I 1 A / I A I EX15 / - - � nK.During nn construction, contractor 'I ce n the ce actor vn I comply with all local regulations concerns the dis osal of sold i waste and debris and 9 . PIY9 P � 8X8 , 8x8 lSl U1 I { / - '" ' ` ',�►- � ELE �•i \ I REMAIN -- toxic and hazardous waste,as well as sanitary sewer and septic system regulations.Temporary fencing shall be erected as '(RA�g shown on Site Plan along with the placement of dumpsters to control the buildup of debris.The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. luI _ 1 i �-•�"" I The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to I�O.5�' the Engineer/Architect for revision of the SWPPP where appropriate. {rte'PJ.00' �_ " / l DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE p,/ Orst V / Construction materials shall include concrete wood forms,building lumber and associated metal attachments,precast concrete NSV `J� septic/drainage structures,prefabricated building components(windows,doors,cabinets,flooring materials,finished roofing and I m I I O�, 3O1t 4 t(1 35 35 siding materials,lighting fixtures,plumbing fixtures),gypsum wall board,batt and rigid insulation,piping for plumbing,outdoor 86 3 36 IMIT5 OF CLEARIN& AND paving materials. Waste materials shall include demolition materials from the existing building structure,unused building materials and products, -J 51'5TEM #2 1111 / LAND DISTURBANCE trash from construction workers meals and drinks.Project site shall have a dumpster that all waste marerials will be temporarily - - I 1N�5TE W,�TEi� SYSTEM m 35 "ANENT STORM WATER RUNOFF stored and durrq�ster shall be emptied weekly by a private carting company. q• , 11 I ; CONTROL MEASURE, NEW DRYWELL 5 86 30 { TYPICAL SEE DETAIL 1 0 V *1 Y O - I 1 ORARY EROSION ON CONTROL �.I ' 0 M PLA� PROPOSED SILT FENCE DURING Q r- ; CONSTRUCTION SEE DETAIL 5 TOP OF EXI5TIN& GRADE co L.. _ � z � 8°xa T� CAST IRON FRAME AND COVER SCALE: V=20'-O" TO &RADE (A5 REWIRED) •-.� V 0 TRAFFIC SLAB (SEE 'Q a Z I \ ' PLANS FOR LOCATIONS) W I 'TEMPORARY ION CONTROL ; Q I 05ED SIL FENCE DURING 50' MIN COMMERCIAL t r 50' MIN REIDENTIAL D I N5TRUCTION SEE DETAIL 5 \ t STABILIZED CONSTRUCTION ENTRANCE NOTES: EXISTING �o• " \ PAVEMENT { I I GROUND -a 1. Stone size -use 2 inch stone or reclaimed or recycled " { , Y $J/ 48 DIA \ t concrete equivalent. { \ Q ® ® ® ® ® ® DRAINAGE BASIN 30 \ 2. Length -not less than 50 feet(except on a single residence lot where 30 X _ ® ® foot minimum length would apply). I ITI I I I I I I-II Ir o } I ' FILTER MOUNTABLE BERM Q BACKFILL I \ LIMITS OF GL AKIN& A I '+ 3. Thickness-not less than six(6) inches. 2" STONE OR CLOTH (OPTIONAL) LL ® ® ® ® ® ® ® ® ® MATERIAL TO \ I \LAND D15TURB,�NCE RECYCLED CONCRETE POS ® ® ® ® ® ® ® ® ® BE GLEAN SAND { I , 4. Width -twelve (12)foot minimum, but not less than the full width at points ® ® ® ® ® ® SSE \ AND GRAVEL I \ \ where ingress or egress occurs.Twenty-four(24)foot if single entrance to - - t I \ t site. v 1 I \ 50' MIN COMMERCIAL GROUND WAITER 5. Geotextile -will be laced over the entire area prior to placing of stone. 50'MIN REIDENTIAL \ I EXI5TIN&\ ( s p p p 9 PROJECT NO: 0701 \ IN TO I \ NEN Y / 6. Surface water-all surface water flowing or diverted toward construction I MAIN \ entrances shall be piped beneath the entrance, if piping is impractical, a PERMANENT STORM WATER DRAWN BY: UT mountable berm with 5:1 slopes will be permitted. RUNOFF CONTROL MEASURE I \ NOTE: / i CHECKED BY: 1 7. Maintenance-the entrance shall be maintained in a condition which will STORM DRAINAGE RING TYPICAL \ SHEET # prevent tracking or flowing of sediment onto public rights-of-way, all -• NO SCALE DATE: \ sediment spilled, dropped,washed or tracked onto public rights-of-way Jan. 11, 2022 PERMANENT STORM WATER FOS S1 ' must be removed immediately. I \ i EXISTING :... ,• .. RUNOFF CON L MEASURE UTI L I TI E ;�: .� SCALE: _ SEE 1 s 111 - 20'-011 NEW DRYWELL TYPICAL ' 8. When washing is required, it shall be done on an area stabilized with GROUND WIRE FENCE W/ PLN m FILTER CLOTH I \ DETAIL ( stone and which drains into an approved sediment trapping device. \ i :>. A`}' :. z SHEET TITLE: LU ► \ / _ { \ 9. Periodic inspection and needed maintenance shall be provided after each SURFACE SITE t� rain. 12' MIN. OR MATCH - w FILTER CLOTH MIN. DRAINAGE I Il�w ADJACENT ROAD WIDTH _ ' 0 6■ BELOW 6RA�DE FLOW SWPPP PLAN /77 PLAN m I 16t.�3' \ 4 STABILIZED CONSTRUCTION ENTRANCE .� N Q,6 O�' 30 31 32 3 ' NC SCALE 30 v ' 10' MIN. TEMPORARY STORM WATER STABILIZED GONSTRUGTIO , ENTRANCE SEE DETAIL 2 �--- SHEET NO.: RUNOFF CONTROL MEASURE N EROSION & SEDIMENT CONTROL DETAILS ,,,�.•-- 2 � -5 t NO SCALE 1 DATE: JANUARY 11 , 2022 LOCATION MAP TRAFFIC BEARING LOCKING CAST IRON FRAt-M AND COVER TO GRADE FINISHED 64tADE TRAFrIO BEARING Z TOP PSI.AB 6•TNK ��► ZONING INLET >t` • MIN.4•DIA R-40 °fin / 2400 I-II m aITE �^� Fnre le PITCHED S ra ® / ust� J MIN.ub•m ® PROVIpE \ PROVIDE ® E_� CE Long TRAFFIC BEARING ELIZABEr-I G.C. � o ° `9hfh V) °�r� Cre k ® lel SLA55 8 THK CAST IRON.COVERS SLA 35$ THK CAST IRON COVERS GEORG"S S /9 • ZON NG ry'/I, 35 F/4s go/% S�s.sll °�• c� 6 ILI 2IFY �d - INLET - INLET A ry` iry = w BAf.KFII L MATERIAL -� _ = _ _ = OUTLET " 70 3 1 �' 0- DRAINAGE • TO BE GLEAN SAND, Ml 4•DIA Mt 4•DIA AND 6RAVB. PLaw CA.MS 24M �,,, PLOWV_AwVIA. Q s$ 4 '°�II/n� CALCULATIONS. GAMS 24W ML 4,D,A Ll�lm, MK 4 LIJ +.I / V I LINE rlre Frrcren �,KIS, LINE PM"r� Z?c 8 68 ROOF AREA OF NEW WINERY KEN DRY WELL AREA X RAINFALL X RUNOFF FACTOR Y KATHERINE = (DW) "A" 6,966 SF. X (2/12 FT.) X 1.0 = 1,115 CU. FT. (� a ;; c ITHIG SHANNON v3 o ZONING USE: 3 V DIAMETER x 8' HIGH POOLS IZ O MIN ABOVE , , 3 8' (4) 8' DIAMETER x 4' HIGH POOLS ©('� { ) STORM RAIN RING = 1,013.4 CU. FT. O �- �' 1°N1°''� = z = = z AC (4) 8' X 4' STORM DRAIN RING = 675.6 CU. FT. PROVIDED 1,689 CU. FT. •.; f SOUNDVIEW AVE LLC RE UIRED ❑ UJ _ 1,689 CU. FT. > T. BAGCFILL MATERIAL T10 Be 6•pqK pgg-�}R,e,Tpp� , „ PARKING AREAS ❑ Z GLEAN SAND,AND GRAVEL IN VERGIN STRATA OF SAND AND GRAVEL _ TYPICAL LEACHING POOL DETAIL SEPTIC TANK - 2000 GALLON GREASE TRAPANN DRY WELL AREA X RAINFALL X RUNOFF FACTOR Q & N.T.S. N.T.S. N.T.S. ANTON w (DW) "B" 10,532 SF. X (2/12 FT.) X 0.9 = 1,517 CU. FT. SEPTIC SYSTEM SEPTIC SYSTEM SEPTIC SYSTEM TURCIC � USE: (3) 8 DIAMETER x 12' HIGH POOL 06 W (3) 8' X 12' STORM DRAIN RING = 1,520 CU. FT. PROVIDED REQUIRED _ 1,520 CU. FT. > 1,517 CU. FT. Z TRAFFI FRAC-e N6LCOVM OGICIN6 CAST TO&RAOPt z 5 88 261 So" E 1.75.00, DRY WELL AREA X RAINFALL X RUNOFF FACTOR O � T°� SANITARY CALCULATIONS &NK (DW) "C" 5,123 SF. X (2/12 FT.) X 0.6 = 492 CU. FT. O FINIS GRADE Tom,_�Ne „ I. ALLOWABLE DENSITY PATRICIA USE: (2) V DIAMETER x 9' HIGH POOL TOP SLAB D•THK 0TOTAL ACERAGE: 3.7431 AC (2) 8' X 9' STORM DRAIN RING = 760 CU. FT. (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) PROVIDED REQUIRED - HYDROGEOLOGICAL ZONE: ZONE IV FRANCO PURITA 760 CU. FT. > 492 CU. FT. MIX •DIA ® WATER SUPPLY: PUBLIC WATER Q CIASS 24W MPE Pr D ® ® \ ALLOWABLE DENSITY: 3.7431 Acres x 600 GPD. = 2,245.8 GPD. CHARDONNAY WOODS SITE PLAN APPROVAL NOTES -� MIX Val � PROVIDE II. SANITARY DENSITY CALCULATION HOME ASSOC W O (OPEN SPACE) General conditions as per SITE PLAN APPROVAL determination = TRAFFIC N6 NEW WINERY(SYSTEM #1): dated March 11 2008 SLABS8' THK CAST IRON COVERS 1. TASTING ROOM (5 GPD/Occupant) ' 5 GPD X 84 Occupants = 420 GPD NILDBERRY 2. OFFICE SPACE (0.06 GPD/SF) CHARDONNAY DR. LANE a)All outdoor lighting shall comply with the Town Code and be O v - _- 0.06 GPD X 267 SF = 16.0 GPD r I shielded so that the light source is not visible from adjacent C0 w 3• WINE PRODUCTION (0.04 GPDlSF) in r- IL �;, - I properties and roadways. Lighting fixtures shall focus and direct the �a �w 0.04GPD X1770SF = 70.8 GPD I -w = _ I I light in such a manner as to contain the light and glare within BAGKFILLMATMAL _ - OUTLET 4. RETAIL (0.03 GPD/SF) T, D VMg'�°' �• - 0.03 GPD X 347 SF = 10.4 GPD I I property boundaries, and be "dark-sky friendly." CLAW24W I wM,aI PLOW = _ ;, ,MAI STORAGE (0.04 GPD/SF) CHARDONNAY WOODS I LINE : v�pram HOME ASSOC FRANCO PURITA s 0.04 GPD X 671 SF = 26.8 GPD (OPEN SPACE) 1 b)All signs shall comply with the Town Code, and must be issued a TOTAL SITE DENSITY FLOW = 544 GPD w I permit from the Southold Town Building Inspector prior to posting. PROJECT NOT OVER DENSITY O MIN.ABOVE - I c)As per the landscape survivability guarantee, the applicant agrees SANITARY DESIGN m I to replace any of the landscaping which is diseased or dead within _ SEWAGE DESIGN FLOW: I three (3) years of receiving final site approval after site work is BACKFILL MATMAL TO BE 6•MIN.FMCMATION 1. TASTING ROOM (5 GPD + 2.5 GPD/Occupant) - `v 85 261 50" E 175.0 ' I G`g''"SAND''`"°OR'`VE'" ' AND AM STRATA 7.5 GPD X 84 Occupants = 630 GPD I I completed. I� r II Q TYPICAL LEACHING POOL DETAIL SETTLEMENT TANK - 1200 GALLON Z. Re OFFICE SPACE (0.06 GPD/SF)0.06 GPD X 267 SF = 16.0 6.OGPD d) The site plan approval requires that all work proposed on the site I I N.T.S. N.T.S. 3. WINE PRODUCTION 0.04 GPD/SF I I plan shall be completed within three(3)years from the date of the V M WASTE WATER SYSTEM WASTE WATER SYSTEM ( ) 0.04 GPD X 1,770 SF = 70.8 GPD ± + final stamp of approval on the site plan. 4. RETAIL (0.03 GPD/SF) _ r; UILDIN6 WALL 0.03 GPD X 347 SF = 10.4 GPD I I e) Prior to issuance of the Certificate of Occupancy, the owner or ^ Z FF EL 57.0 5. STORAGE (0.04 GPD/SF) � i authorized agent must request, in writing, an on-site inspection by .J o M II' GRADE 5-1.0 FT. 0.04 GPD X 671 SF = 26.$ GPD 1 I the Building Inspector and the Planning Board. 0 'D IE. +55.06 IE. +54.54 [' MIN. 2' MAX. TOTAL SITE SEWAGE FLOW = 754 GPD Q w 111. SANITARY SYSTEM REQUIREMENTS \ I I f) Prior to the request for an on-site inspection, the 1/4"/FT. MIN TOP OF POOL I I TRIBERRY FIELDS LLC applicant/agent/owner must submit a co 34 51 Fr SEPTIC SYSTEM - 754 GPD \ (AGRICULTURAL RESERVE) copy of all required approvals GRADE 3-1.-15 SEPT I G I I LEAGHINCV 1.SEPTIC TANK (ST): 754 GPD x 2 DAY FLOW= 1,508 GAL \ from any necessary agencies to the Southold Town Planning FT. , '� TANK POOL USE MINIMUM: 2,000 GAL SEPTIC TANK (10 FT DIA x 4 FT LD) \ l Department. �,4� E. +34.34 BOT OF POOL 1/4"/FT. IE. +5426 22.51 FT. 2.GREASE TRAP (GT) \ \ GREASE 2 MMD,x, 8 ft. MIN. USE MINIMUM: (8 FT DIA x 5 FT LD) �G� \\ \\\\ g) If the as-built site improvements vary from the approved site plan, TRAP 3.LEACHING POOLS ( LP ): 754/ 1.5 S.F./GPD = 502.6 S.F. ZONING ' \ \ \ the Planning Board reserves the right to request a certified as-built IE. +55.55 E. +34.15 USE MINIMUM { 2 - 8 FT. DIA. X 12 FT. HT.) p \ \ \ site plan detailing each deviation. IE. +55.45 EFFECTIVE DEPTH ( 2 -8 FT. DIA. X 11.67 FT. HT.) = 583.5 S.F. AC \ \ 5' I II' PLUS 50% EXPANSION (EXP): 1 -8 FT DIA x 12 FT HT \ \\ ZONING h)Any changes from the approved site plan shall require Planning WASTE WATER PROCESSING \ �C Board approval, and any such changes without Planning Board - SEPTIC PROFILE FOR WINERY \ \ SYSTEM #1, NO SCALE NEW PRODUCTION AREA 1 1� approval will be referred to the Town Attorney's Office for possible BUILDING WALL GRADE LINE ELEVATION ± 35.5 FT. WASH DOWN OF WINE MAKING EQUIPMENT 200 GPD i legal action. 1 , TOTAL WASTE WATER PROCESSING 200 GPD �I FF EL 56.5 I' MIN. 2' MAX. i Prior to the issuance of a Certificate of Occupancy, the Planning WASTE WATER PROCESSING REQUIREMENTS: / -1 1 ) P �' PROJECT NO: WASTE WATER SYSTEM - 200 GPD CHAHOMENAWOODS & �I I Board will issue a final site approval in writing following a site 0701 1/411/FT. TDP OF POOL ASSOC 5ETTLE (OPEN SPACE) inspection, wherein it is determined that the construction complies 33.01 FT. 1.SETTLEMENT TANK: 200 GPD x 2 DAYS FLOW=400 GAL � I_ s 8` f'� p p DRAWN BY: MENT LEACHING (1) 1,200 GAL SETTLEMENT TANK (STL) (8 FT DIA x 4 FT LD) with the approved site plan. UT IE. +35.54 TANK IE. +52.54 E'OOJ-- 2.LEACHING POOLS 200 GPD/ 1.5 SF /GPD = 133 SF - ISI EXISTING IE. +55.54 IE. +52.76 DOT of Pool O (RRI6ATI0 SYSTEM #I CHECKED BY: 2I.o1 Fr. USE 8 FT DIA x 12 FT HT POOL (LP) ml I WELL SEPTIC EFFECTIVE DEPTH (8 FT. DIA. X 11.67 FT. HT.) = 291.7 S.F. u�il I 0® I ��v EXISTING 10 8 ft. MIN. O I I ZONING ® 1DATE:_ OFFSITE FIRE Jan. 11, 2022 PLUS 50% EXPANSION (EXP): 8 FT DIA x 12 FT HT / m WASTE WATER PROFILE FOR WINERY m / ZI I AC _ � .;.��_ ® � K HYDRANT SYSTEM # , �- SCALE: 1" = 100'-0" SYSTEM #2, NO SCALE z N 86 031 30" �ij ! I yVA ER 1�2 04 5 I 'n SHEET TITLE: $ N L, ✓.6' 3011 E N OVERALL p I� � BUILDIN& ZONING $ ENVELOPEo ALBINA - 6 031I70s6, SITE PLAN AC QNR 0 (DE1/EL r SAWICKI LLC w RIGHTS INT ) -KWALTER DETAILS SAWICKI WALTER WALTER Q SAWICKI SAWICKI _ Z NING JR CALCULATIONS m m C Z 5 03 30 N I6 53 ENTRY OLD NORTH ROAD CoQ'"Q SHEET NO.: ZONING ZONING ue I "Em P' L A 14 R-80 AC SCALE: 1" = 100'-0" BUILDING PERMIT SET DATE: JANUARY 11, 2022 I I I I I I I I r I I I I t I I t 1 I t � { I SHRUBS: HYDRANGAS, 5 GAL, AZALEA5, 3 GAL, HOLLIES, 36" I 00 I I HT, GROUNDTOVER5: VINTA 4 { I I PERRENIALS MOUNTED t I 1 ORNAMENTAL LI&HT5, { I I 60K BE-SA 6330 i z W I ION AS REQUIRED POLE O Z I POLE LI6HT5, TOW, " I I BEcSA 8141 MH 4 1508M :' { I DU5K TILL 10 PM, { I TYPICAL ,:. QSFfIAl4 { I SHRUB5: HOLLIES, 36" HT t Q I I CAL.t I OVA _ I 06 I3" CAL --------, t W I I EXISTING SPRUCE TREES TO I BE TRANSPLANTED IN -- —' POLE + ; t I EVERGREEN SCREEN BE&A 8141 MH 4 1501!+Ki I z f"" EX I I DUSK TILL 10 PM, I I I _� TYPICAL 0 0 t I SHRUBS: HYDRANGAS, 5 GAL, ---__ i l"� I IZALEAS, 3 GAL, HOLLIES, 56" I { HT, GROUNDGOVERS: VINNCA 4 E { TREE 0 I I Z KOVA EVERGREEN HEDG= Ii ON AS IRED > I I 3 CAL TAXUS MEDIA HIGKSII, 30" � J { I HT, ® 30" OC, HICKS YEW i 0 t I HEDGORNAMENTAL---------------- - ].I�OUNTE� _ I Z { ` SHRUBS: HYDRANGAS, 5 G 60K BE6A 6330I W tAZAI MA GAL, HOLLIE5, 3 ON AS REQUIRED ell I I HT, 6ROUNDTOVERS: VINGA 4 I I PERRENIALS EX15TI 0 I TREE I RDI ,?OW„ NEN TREE { ZELKOVA NE E I I AS REQUIRED 3„ Y INO EJ❑ t I NEI E TREE 3 AL { ZELKO A ZELK A EXI TING TTE I I 3 3 G t I I EXISTING I ITREE I i { I �..00m I i NEw TREE I I ZELKOVA3 GAL I I EVERGREEN HEDGE AND DUMPSTER LOCATION W/ EVERGREEN SCREEN PLANTINGS NEW TREE GFT HIGH CHAIN LINK EASTERN RED CEDAR 6-8', FLOWERING SHRUB PLANTINGS ZELKOVA FENCE K/PRIVACY COLORADO BLUE SPRUCE 6-8', er _.._ I 3„ G Shrubs. Hydrangas, 5 pal, SCREEN AND EVERGREENle Azaleas, 3 gal, Hollies, 30' ht, SCREEN PLANTINGS: BLUE ATLAS CEDAR 8-10', I LEYLAND TOPERS 6-8', Landscape Roses, 3 gal �.� .Japanese Holly, 36" ht, ® GRYPTOMERIA 6-8' ♦ Y Evergreen hedge: 36" or,, ALL PLANTED AT 7' OG IN W —_ ——— -- Japanese Holly, 36" ht, ® 36" oc, BETIBO EEN EXISTING ARRVITAE O.r 0 I NEI TREE m z I- I NEW TREE ZELKOVA I ZELKOVA 3" GAL { 3 GAL 0 I aC a z I p� W I t 1 1 I { NEW TREE I NEN TREE ZELKOVA I ZELKOVA 3" GAL 3" GAL I I I I I l PARKIN& AREAS POLE DRI VEYiAY BOLLARD L MOUNTED YVALL MOUNTED OE I L I N& MOUNTED 516N DOJNN L I&HTS, I<LOODL I&HTS, , 211 TWIN, BETA 22g5P,DOAN LIGHTS I L I&HTS, L i&HTS, RN1hMENT,�L. L I&HTS, I -10K BETA 8141 MH,d 1506HR -10W, BETA 8524 MH, 6 K BE&A 6330 '70K SWA '14-5, 50W, BETA 1224/560, IBoo LUMENS I NEN -REE ZELKOVA 6,600 LUMEN5 I,7700 LUMENS 8 LUMENS 6b00 LENS q jO LLMENS PROJECT NO: I ZELKOVA 3" GAL 0701 3" GAL PROVIDE 12" DIA, 56" PROVIDE 12" DIA, 36" DRAWN BY: I BELOW GRADE, CONCRETE BELOW GRADE, CONCRETE I UT I PIER WITH ANCHOR BOLTS PIER WITH ANCHOR BOLTS { FOR LIGHT FIXTURE BASE FOR LIGHT FIXTURE BASE CHECKED BY: 1 I DATE: Jan. 11, 2022 I SCALE: 1" = 20'-0" I SIGN DOWN LI6HT5, NEN TREE SHEET TITLE: I 27W TWIN,SE6A 22g5P, NEN TREE ZELKOVA GAL { 2 PER 516N DUSK TILL ZELKOVA 10 PM,TYPICAL 5" CAL SITE I LANDSCAPE I & LIGHTING PLAN SHEET NO.: U I L ru" I G P E "RhMIT SET wi. Q In L H, D P E L I H. I H P, L A01 it A, k�A SCALE: V=20'-011 DATE: JANUARY 11 , 2022 ADDITION TO EXISTING EXISTING STRUCTURE STRUCTURE I4'-4" 2a'-5° 20'-5" lo° 1 GRADE BEAM i 13 SEE DETAIL --- - ---- --- - -- - - --- --- ---- - -- - - ---- --- - - -- - - - -- -- - ---- - O -- --- - -- ---- - - -- - - — .;•.. •� f! e• 'M�•./• rt't X.. •. 4• '• .may i• .•.• • .lam �•'�•' 1. /-.r• . . ./, •�• !, « y. �. .• .•r7. .•�•.. •• ,.:: / �• f. - .r. :4. •`,i 'i w..•✓' •�'. .y .•!' �:* - - - - - - - - - - - 1( 1 -- - --- -- -- - ----- -1 r - -- -- -- - --- - -- --- -- - -- -- - - -- - - I � - - - -- - - - - - - � - - - - ---- - - -- -I' � I ',; I I •'• I , � i I I •� �� II � ` I I I I '% ( I I r:• I EXISTING II ' I GRADE BEAM SEE I I 12" DIA. SONOTUBE FILLED rr/ I ( I I I FOUNDATION DETAILGONG. TO A DEPTH 56" BELOW •; ( ±' I GRADE. FOOTING TO BEAR ON I I i I II i I I UNDISTURBED SOIL. PROVIDE W r I I I I5/5" DIA. ANCHOR BOLT AND Z I I I I METAL HOLD DOWN CLAMPS rrP I I :. I � I •• I II �:. '•# � I •' I I I :: I II I I I I EXISTING CONCRETE ' 0 BUT-TRE85E5 TO Be REMOVED TYPICAL i r I I CONTROL JOINTS I ;I a w I I I I I ( ••', I IN SLAB I II 01$ T ' L---------------� i FOUNDATION z O .•., •,. - -------- ----- -- ---- - -- --- ------ �' t . •• - i II O F- L - L--- - ----- -- ---- - - -i - - - -- - ---- --- -- --- ' ------ - - ------I I I I Ell LL I I I I COMPACT ED 1-ILL o i I NEW CONO" SLA5 ON 101, II RADE ABOVE EX IST. EARN p o u EXIT. I I i WALL. I II J 1 FOUNDATION I I I -i.——•—• T^��-j'^�. .�l:,�—� ,....— ..—•mac+.��r—I i� ( O ABOVE I w I I � iCir�' 1 '•• :3 t•i Jr.« •�,.�, 'r• ... � w.•• • ••'•r•,t• ! :••••fir ��• I � II Ad a � � I 11 '• —.�.— _...`t�• -+ �- •• ��.._'�.a-' -.�—� .�•moi.-.!�. � I I O Fil I � � i i I•— — ,�0 I it �� � I Ij• I I I I CONCRETE THIG CONTROL JOINTS I a I it L I I SLAB SEE BUILDING I IN SLAB I �jl I II SECTION A-11 I {I 5- Cl 1/ " LVL 3- 9 I/Z" LVL I • EXISTING II --I-�•-}- r I FOUNDATION II i I I i EXISTING I I I , ... J - - - - - - - - - CONCRETE SLAB o I I N I I I I I :.•. I � � I I I I � • I J v YM o - - - - i I NEW io ' I •. L I co I I FOUNDATION ' I I WALL I I _ z a _ __ I V 3- I/2" LVL _ 3-4 1 " LVL __ - --- - -- - - -- - -- - ---- -- - - - Q Z I i I i I w w I I A ADDITION To EXISTING I I 11 EXI5TIN STRUCTURE 4 =n USE 100 PSF L.L. I I 5TRUG - I� NEW 12GONCRETE j ( I PSP �4" SQ x 12 I 5- 9 1/2" LVL J— t 5- Q1/20 LVL I I F I I I a'-8" I PROJECT NO: 0701 I I DRAWN BY: UT EXISTING CONCRETE ( � N ' CHECKED BY: BUTTRESSES TO BE REMOVED TYPICAL DATE: Jan. 11, 2022 i I I I SCALE: 19.019 1/411I SHEET TITLE: - ---- - -- - - --- -- - -- -- -- ------ -- - FOUNDATION -Tr PLAN D 12 201-5" SHEET NO: 1A E U I L IN G E R M I E T F%j %A1vLjmT10W PLAIM SCALE: 1/4" = 1'-0" DATE: JANUARY 11 , 2022 441-:211 :201--411 E REVISIONS: a'-8" 41-a" lo'-S.. ELECTRICAL LGEND III-Oil EMERSENGY L I SHTI NS a' s" ExiT EXIT SIGN W/ EMERG ENG`I' LIGHTING 30" 50 PIERS 3" r OVERHEAD HIGH HAST ADDITION TO EXISTING STRUIC 2" -NK STONE GOPIN& ON GONG EXISTING 5TRUGTURE STRUCTURE PROVIDE B` TWGULTIJRED � STRUCTURE STONE VEENER ON ALL VERTICAL 10" SQ CASED AGES ABOVE &RADE, PROVIDE COLUMN W/ IX GONGRETE FOUNDATION ON 5" DEEP ' TRIM AND (3) 12" 2"x2" W 2xb STUD GONG FOOTIN&,500 BELOW &RADE 1 2xb POST W/ THIO STONE POST CLAMPS ED&IN6 ON FROSTPROOF b.. WALL W/ R-la TOP AND GONG SLAB HOSE BIB (POST 1 YP BATT INSULATION STONE 13 BOTTOM O I i _ it PIER - TW26410 I 26410 TW26410 - -- -- ZxlO - 0-- — 4' -�- -- - 4t EXISTING DOORS EXISTING DOORS 2 2x8 ABC PI - -- - ---- - - - - ---- --- ---- - --- - - --- - - --- - -- DA TT G W (2) 2X6 EXTIN6UI` I (3)Zxb POST T r% Ica EXIT ■ foot 2) 2xb POST I POST TYP FHW21611 I DOWN TO FON I I ( I I w _ Nd I I0\ I FIRE 0 N ► 2 hour I I 4■ TW ?V bA 3-0x7- fI3-Oxx7---0 I ro doori t 1 1 EXTINSU15HER I FIRE EXTIN6U15H1=R L'� i f 1 1 I I 1 STONE I WWM I AL Q i O LJp —51AIRS y r Ye fo = I FHW6 611 i i i i i t I Z W �r N I ( r r x , ( ,U S II I 0 v T 1 , ENTRY v-'O FHW60611 11 1 1 1 EX I ST. BARN, I i I — Z -f" RI _ Y�18` 2'x2" TONE O v i I TILE FLOORING;r O 44 GONG Nxft X NO ~ ' GUL 5T ISTI -Ox -0 1 2) 2xb POST d ON ALL T GAL I I I I � 3-0x7-0 X 1 1 1 I I . ' 2 hour I I I PHA5� I I I I 'Q vE &RADE, PRO IDE 8` W DE SSEs � STORAGE (1J GONG N O I6 WI I OBE2P Clow., W21611 i firedoorl I I ry I I OCCUPANCY: cJ" 2 1 1 1 I J o I I I 11670 5 . f t. 6RO55 E... N S IER i DHP310410 i 1- - , I DH 310410 W 2xb STUD p I I I ( I I 1 — DHP3U041 i I i WALL W/ R-Ia rJoccupants I II 11 1 Z O — — — BATT I � NEW 2x6 5 . INSULATION i V WALL W/ R-Ia I O `--- BATT 12 NSULATION �•• • " I r�, ' r'1 u Z FHOUR NON I 2 HOUR. NON I I I I I Q 12 x'!2 x2 \ =N T14K STONE I w LwJ I L_J INKLERED I SPRINKI.E'RED I I i i I / 4 ° ED&is a'-Ir' 4_1b° a'-II" i I I i O f� W 2x _ I I I I Z --� STUD I I I I ui O I _ EXISTIN& i I I I I ~ CONCRETE r--- j I o II II O NSr-1 A r-I 69 TYPIICAAL ; B O I L� = I L� I --- I 11 - ROOM METAL O ILriTM ' ADD X�` PLYWOOD 5EE SHEET SE O T 1 I I I I 1 r• A SIDES of I SHEATHING FULL #16 I I I 1 1 I N r r-I I6 I I RAMP To MEET HT OF WALL ONE NEW TILE I I TILE ADA, ANSI 1-7.1 Z SIDE OF WALL OORIN I t FLOORING I I I 1 N as ICG _ I I ) STANDARDS i = _ ---- --- -- — ------- --- --- -- -- -- - --- - ---- :D EXISTING DOORS EXISTING DOORS TAST I NS ROOM r P3082 - �--- NEW WOOD F OORING � �N _ (3)2x6 SEE FOUNDATI N PLAN FOR Posr ADDITIONAL INFORMATION xb C - - - 1 _ - 3 I 5TVO �� O U Y 12 13 lu JAN. ' in L `1 H_ J W oO wm a� m X O L W P6882 4 (2)2x8 2 2x8 GL L JAN r x 0 _ ^ Z I (3)2x6 _ M cp ( ) PHA I Iq o 11 I:F 11A 31 TPROOF Q Z POST I OGGUP NGV: 1 3-0x7 0 � b„ AW31 I" D HOSE BIB �►/, w 0 RAMR DO P30_82 1,045 sq,• f t. net 1 70 OGGulpants I ADDITION TO EXISTING u " i A EXISTING STRUCTURE 5TO n I 1 11 STRUCTURE GONG AB 10/10 - i -00-0 T'fPIG L--- THK STONE ',, , �" / 42" H MTL &UARD IL EP IN6 ON �. CC qC SLAB REMOVE EXIST. SLIDING BARN Io' TAST I N BAR � INFILL -, FIRE NEW 4" THK GONG. --- EXTINGUISHER SLAB REINFORCED w/ N `� = I 10 � 6x6 , '(o W.W.M. j PROVIDE CONTROL GUTS AT 20' PROJECT NO: 0701 INTERVALS. (TYP) STRUCTURAL NOTES: DRAWN � A6G F►4 BY: FIRE WALL EXTINGUISHER (2) 2x8 MIN HDR UT 2 HOUR THROUON 12'-O" ' APB = ANTHONY POWER CHECKED BY: Ib-8 BEAM T.R. SUPPORT OT DATE: J NOTES: an. 11 202 2 N r�-.1 � t- iL�+'-� L J L4lJ MECHOAN I GSL SCALE: „ _ „ ROOM OUT DOOR FIRE EXTINGUISHERS (FIRE ALARM) WILL BE 1/4 - 1 -o � � ! '� '�� ' FLOOD LI&HTS �. PROVIDED AND INSTALLED TO CODE SHEET TITLE: PARTIAL L-_- CXW13 L- I I CXWt CXW1 I I I EXISTING _ FIRST BUTT RES IS"N"� T FLOOR BUTTRESSES D TO BE 12 REMOVEDTYPICAL PLAN 6" 4'-II" a'-8" a'-a" 4'-10" bit 101-211 b" SHEET NO: 20'-10" FluxoT E I= SCALE: 1/4" = V-Q" DATE: JANUARY 11 2022 ADDITION TO EXISTING EXISTING 5TRUCTURE STRUCTURE 1 13 ALUM. GUTTER (TYP) ' EI I O�{Ii3 �'�ll R " L�'Y�O� EAKNC7--0 I co �- - I p w I I I I � z X �! Q UJ 06 _ EXISTING ROOF 00 I (n ~ z0 p �-- oo — z tL > o° I I 0 r X pz J 14TI � I I 0 � 01 I I � o co iI I I NN N 10) V Y 12 .— — — — — —� W v o Lcn _ Nati — — — — = w a 1370/77 7777733mmm 773=777777777, /77 JvN � �r 1i. M M Z `" ALUM. GUTTER (TYP) w w A = � ILI LEN ADDITION TO EXISTING 00 11 EXISTING STRUCTURE 00 :211-11 STRUCTURE 00 11 pep 00 I I I , 10/, R 4 0& 0 F P L A KI 401 I = '-0" 1011 1.0SCALE: 1/4" 1 � PROJECT N00701 AL � DRAWN BY: UT J l� < CHECKED BY: I DATE: Jan. 11, 2022 SCALE: 1/4" = I1 - 0" SHEET TITLE: EXISTING ADDITION TO OVERALL STRUCTURE EXI5TING ROOF PLAN D STRUCTURE 12 SHEET NO: mom""' U I L "D& I IRMO G P E rKm% M I T 'gaff"' E T DATE: JANUARY 11 , 2022 EXISTING ADDITION TO STRUCTURE EXI5TIN6 STRUZTURE D 12 EXISTING ROOFING SHINGLES NEW CUPOLA ON EXISTING DECKING ON EXIST. WOOD STRUCTURE BELOW. - r m A 11 VALLEY DRIP GAP (`TYPJ LASHF IVALLEY NG EXISTING FASGI ID6E VENT (TYPJ FLASHING EXISTING SHINCYLE SIDING TO REMAIN - PAINT z O WW ALIGN WINDOW HEADS Ix8 FASCIA mle= BD IX CASED BEAM 'Q W dTW2410 TW2 410 TW2 410 T I ST. m rip FZEIV 14 TO REMAIN ♦^ DI 10 10 D 1310, 10 DLl P310 10 V♦z O Lli iLU� oma . 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(hYPa p '� Q z 11 w RIDGE VENT (TYP) IP CAP (TYPJ VALLEYO FLASHING EXISTING r-ASC..IA---, C 13 \ EXISTING SHINGLE SIDING- TO REMAIN CONTINUOUS LI IP CAP Ix8 FASCIA 6U1'1' Z SOFFIT VENT ('TYPE CX 13 CX 13, C 13' EXIST.B 4 tN DOOR PROJECT NO: \ \ \ I O IN 0701 DRAWN BY: UT CHECKED BY: DATE: Jan. 11, 2022 5TLAC40 FINISH STUCCO FINISH CONCRETE FOUNDATION W/ 1 SCALE: I 1/4" = 19.001" - - - - _ - - - - - SHEET TITLE: ADDITION TO EXISTING NORTH EXI5TINO STRLICTUIRE & STRUCTURE 0 loft, % On T L EVAT 10 SOUTH ELEVATION SCALE: 1/4" = 1'-0" SHEET NO: SET DATE: JANUARY 11 , 2022 REMOVE EXISTING SIDING PROVIDE CEDAR PERFECTIONS n/6" +/- C EXPOSURE ON 300 BLDG. FELT ON 5/8" PLYWOOD SHEATHING ON 2x6 12 FRAME w/R-la BATTING. (''I'YP) NEW CUPOLA RIDGE VENT crYPJ Ix4 TRIM � O \� (� W IO.9Q Gl1slD COLUMN Z Plc"Ve(5)2X6 PTL CAW \7��� YM WO 9TRAPPM AT TOP AND BOTTOM PeR GODe aLvp- 10' \71 0 1x8 FASCIA � W IXIO FRIEZE BD CONTINUOUS LINEAR!S/4�a4 TRIM P3082 6882 P 82 SOFFIT VENT(TY ) F— P) Z 0 CX In •nVOK STOW PAVeRS 7A LE � 4•IMM GONG SLAB g-,-Z*4 I L A e en rc a ur I o m ci I 120 DIA.90NOTUM MUM W CONG.TO_� 0 > A DeP M 408 BUZ"&RA E MOM& TO BMW ON UMSTURCC7 Wu_ O 113 PROVIDe Me'rAL HOLD CICI A." T_ CEDAR PERFECTIONS �� +T A00 REMOVE EXISTIN(S SIDIN(So PROVIDE ....I HW2161 11111 FHW60611 11 11 HW21611 EXPOSURE ON 30* BLDG. FELT ON O 5/8" PLYWOOD SHEAT'HIN6 ON 2x6 W FRAME w/R-la BATTING. (TYPJ Li. F— ' I i 1 STUCCO FINISH O GRADE (n � COLUMN DETAIL L J 12" DIA. SONOTUBE FILLED YV/ CONC. TO A DEPTH 46" BELOW GRADE. FOOTING TO BEAR ON UNDISTURBED SOIL. PROVIDE 5/8" DIA. ANCHOR BOLT AND METAL HOLD DOWN CLAMPS TYP WEST ELEVATIOU SCALE: 1/4" = 1'-0" ADDITION TO EXI5TIN6 EXISTING STRUCTURE STRUCTURE U Y dog c �- 12 — co) ti _ z It NEW CUPOLA J c) e i 0 'Q a z w w D 0 0 RIDGE VENT (rYPJ EXISTIN6 SHINGLE SIDING TO REMAIN EXISTING ROOFING SHINGLES ON EXISTING DEUUN6 ON EXIST. WOOD STRICTURE BELOW. IXIO FRIEZI= BD Rp. FLp D LIQ C ,' FASCIA PROJECT NO: FRIEZE BD 0701 DRAWN BY: UT NEIN EXIT EXISTING SHINGLE SIDING--- CHECKED BY: REMOVE EXISTING SIDING PROVIDE TO REMAIN CEDAR PERFECTIONS Y4/6" +/— EXPOSURE ON 15# BLDG. FELT ON DATE: EXIST. SHEATHING ON 2x6 FRAME PROVIDE CEDAR PERFECTIONS w/6" Jan. 11, 2022 +/- EXPOSURE ON 30* BLDG. FELT ON SCALE: 5/8" PLYWOOD SHEATHING ON 2x6 1/4" = 1'-0" — — — — — — FRAME w/R-la BATTING. (`MPJ - - - - - - - - - - - - - - - - - - - - SHEET TITLE: STUG40 FINISH EAST - - - - - - - - - - - - & WEST ELEVATIONS ADDITION TO EXISTING EXISTING STRUCTURE STRUCTURE SHEET NO: Nita, I% m tpdk*.JT ELEVATItil"m SCALE: 114" = 1'-0" BUIL "um" Iftmo "w" mERMIT S 'T DATE: JANUARY 11 , 2022 B 11 LSTRUCTURE BEYOND RID6E VENT AL16N LINE OF ROOF PITCH GHANI 6 12 WITH ROOF STRUCTURE OVERHAN6 AT �-- 6 FERMENTATION STRUCTURE PROVIDE LUG FLASHING TyrLOW PITCES HED ROOF ASPHALT ROOFING SHINGL INSTALLED PER MA Ill AUTUIll SPECS,(PROVIDE O LOIW PITCHED ROOF ASPHALT ROOFING SHINGLES INSTALLED �� �•� TWO LAYERS OF UNVERI.AYMENT) ON 5/4" PLYWOOD PER MANUFACTURERS SPECS, (PROVIDE TWO LAYERS OF DEGKIN& ON WOOD STRUCTURE BELOW. ♦♦ ) Illill.AYMENT) ON 5/4" PLYWOOD DECKING ON WOOD 12 `�}�, NEW PREFABRICATED ROOF z STRUCTURE BELOW. 3�-- i I TRUSSES AT 24 OG i W AB TRU55E5 FOR HV � � � 2 O Z LOCATION VERIFY LOCATION AND 12" , QUANTITY WITH CONTRACTOR ri-fi ri-i+ FASCIA Q TOP OF PLATE now GYP BD Q W R-30 06 B GYP BD -GYP BD BATT BAT GYP BD CERAMIC TILE INSUL JH zO TO I LST ROOM �- ' SEE SHEET #14 FOR ADD E NTR I PROVIDE CEDARIONS W6, INFORMATION InE +/- EXPc�.�URE 50 N # . FELT ON 5/8" PL THIN& ON REAR O J 2x6 FRAl 14 BA x6. trYPa IFT z O NEW TILE NEW TILE W FLOORING FLOORING TOPOF SLAB LL• : . ..• •: ,' ::::•; EXISTING, STRUCTURE STRUCTURE i . ADDITION TO EXISTING =-7j 1100 O-z •. •A \//\//\ ; °•.- /\//\//\ 4" P.G. SLAB W/ \//\//\/ �', ,• \//�/ \� bx6 MAXII"i JIM 2" TI•}K 'l " RI61D INSULATION \ \\/� :• • /\\ /\\/ ..• /\\ NEW GONG GANG � \\/ ,•.• , \ FOUNDATION SEE THICKENED SLAB DETAIL CONTINUOUS POUR B U I L wDk I N k 00"hECTION \ SCALE: 3/8" = V-0" M e!PROVIDE Li FLASHING W O} rn TYP N 3 rl,� T ROOFING, SHINGLE-S ) ON _ w r- STTZUCTURAL INSULATED PANELS (SIP) ASPHALT ROOFING SHINGLES, z Yr/ R-50 INSUL ON WOOD TRUSS, PROVIDE THIO LAYERS OF () tD STRUCTURE BELOW. UNDERLAYMENT ON 3/4' QI `' PLYNIOOD DEGKIN& ON WOOD `r 0. O STRUCTURE BELOW. Q w VALLEY FLASHING 2x PREFABRICATED w RIDGE VENT TRUSSES 024" O.G. M � C7 EXISTING BUILDING 5TRUCTURE EXSITIN& BARN BOARD SHEAT'HIN& )v PLYWOOD T��T 11�1G FIRST FLOOR TOP OF PLATE 0701 PROJECT NO.: R-50 BATT ROOM INSULATION GYP BD R-la BATT DRAWN BY: UT SEE SHMET#I2 EX15TIN& INSULATION FOR SECTIONS BUILDING STRUGT'URE CHECKED BY: ONE HOUR FIRE RATE PARTITION TOILET - TOILET 2X6 STUDS W/5/8" DATE: o TYPE "x GYP BD Jan. 11, 2022 5" SPRAY FOAM INSUL ROOM ROOM EA SIDE A SCALE: SEE SHEET#14 FOR SEE SHEET#14 FOR STORA&E 3/8" = 1'-0" IX6 WD FIN. FL ON INTERIOR ELEVATION INTERIOR ELEVATION 5/4" SUBFL ON Q 1/2" ROOM SHEET TITLE: Til FL JSTS A 160 OG EXIST. GONG. SLAB BUILDING NEIN TILENEW TILE PATCH AS REQUIRED F`OOR N& _ �`°°R'"� SECTIONS • . . : '. • ,. � . . ri. _: •' • ••' • 'lam Ix �XXX NEW 4' P.G. SLAB W/ �.;. �\ bxb Wz AxW2 a AM \\ \\/\ ':• \\/\\/\\/\\/\\/\\ SHEET NO: 2m THIG XPS RI61D INSULATION THICKENED CONCRETE SLAB EXIST. FDN AND FOOTING .. _ . ..B BUILDNINEGISES' SCALE. 3/8 - 1 -0 DATE: JANUARY 11 , 2022 EXISTING Poor- PITCH OOFPITCH 12" ASPHALT ROOFING SHINGLES )ON VALLEY FLASHING STRUCTURAL INSULATED PANELS (51P) NEW 2X10 RIDGENEW 2X10 RR R-90 INSUL ON WOOD TRJSS PROVIDE M DE 2X10 STRUCTURE BELOW. PLATE E.-XISTI O EXISTING OVERHANG TO BE REMOVED (n PROVIDE NEW FACIA, 50FFIT, SOFFIT EXISTING BRACE Z FRIEZE BOARD TO REMAIN EXI5TIN6 BRACE O w }�" PLYWOOD TEST 11�1G TO REMAIN Z � EXISTING 51DIN6, SHEATHING ROOM AND INSULATION TO BE REMOVED, PROVIDE NEW INTERIOR FINISH � W PROVIDE NEW R-lq BATT INSULATION MIN EXISTING INTERIOR FINISH TO BE 5" SPRAY FOAM INSUL z REMOVED AND SAVED FOR FUTURE REUSE IX6 WD FIN. FL ON O 5/4" SUBFL ON q 1/2" — TJI FL JSTS ® I6" OG F– Lix! 1 O o O \i�\ice\i �\� i� �� ;�—Dj EXIST. FDN / \ AND FOOTING \\�\ EXIST. FDN d %s sum I L Lw ift I IN G ;rS rEm C I 'a m 1 k FOOTING \ SCALE: 3/8" = 1'-0" \\ \\\ \ 1 PROVIDE HURRICANE CLIPS AND NEW CUPOLA ALL REQUIRED STRAPPING 13 t 2x4 RR o 168 O.G. (2) 2x4 HEADER %, THK SIGN IX3 FASCIA 130AR17 PAINTED 2x WOOD SILL ASPHALT ROOFING SHIN&LE5 ) ON ♦— ADDITION TO F..XI5TIN6 STRUCTURAL INSULATED PANE-LS (SIP) EXISTING STRUCTURE STRUCTURE BTM. OF RAFTERS JV EXPOSEDm "-50 INSUL ON EXISTING WOOD TRUSS w L o l STRUCTURE BELOW. N VV BRONZE SGREENIN6 _ Z mt V ~ M O a W m LLJ REMOVE EXIS INC = C9 SHEATHING M AREA OF CUPOLA PRO IDE ROOF appoir FOR NEW CAP.OA WINDOW LOW PITCHED ROOF A5PHALT ROOFING INGLES INSTALLED PER PROVIDE LGG MANUFAG SPEG5, (PROVIDE FLASHING TYP. LAym 9 OF UNDERLAYMENT) ON 9/4" PL DEGKIN6 ON WOOD STRUCTURE BELOW. 12" :2rL2 EXIST 5TRUGTURE TO REMA N PROVIDE NEW R-Iq 2X8 G.J. AT 16" OG BATT NSULATION d NEW SIDI ISTING STRUCTURE TO BOTTOM OF REMAINPROVIDE NEW R-iq PROJECT NO.: CEILING IST INTERIOR FINISH BOARDS TO TAST I N& BATT INSULATION d NEW 0701 STRUCTURE AT FRIEZE BOARD BE OVER AND 5AVED FOR FUTUREOOM SIDING DRAWN BY: COVERED ENTRY gg NN _4X5 ROUGH 5��PP0 TRgA UT SAWN CEDAR CHECKED BY: CONTINUOUS LINEAR PANELS n/ SOFFIT VENT. (TYPa BATTENS AT ALIGN WINDOW DATE: � \ / 1"')1"') SEAMS. HEADERS W/ WINDOW5 Jan. 11, 2022 O YL AT TASTING ROOM to ENTRY SCALE: 5" SPRAY FOAM IN5UL 3-q 1/2" LVL SHEET TITLE: IMPSON ABU66Z BASE W/ 1-5/bx12" A.B. 1X6 WD FIN. FL ON/ 2" THICK STONE 2"x12" PEDESTAL 5/4" SUBFL ON a 1/2" BUILDING PAVERS EXIST. FON WALL W �'° /4-*4 R Til FL 15TS ® 16" OG )v GYP BD FIRST FLOOR TOP SECTIONS OF SUBFLOOR \ \/ EXIST. FDN d FOOTING \ \\ \\ \\ \\ \ \\ \\ \ \\ \ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\ \\ \\ SHEET NO: EXISTING 24"x24"xl2" FT6 W/ 2" DIA. SONOTUSE FILLED W GONG. TO EXIST. FDN CONG SLAB 4- 4 EACH WAY A DEPTH 56" BELOW GRADE. FOOTING AND FOOTIN6 TO BEAR ON UNDISTURBED 501L. PROVIDE 5/8" DIA. ANCHOR BOLT AND METAL HOLD DOWN CLAMPS 0 D"ft U I L D I IN 'mum' %&150 Em C T 10 N SCALE: 3/8" = V-0" U I L D I INV' G 'V"% Erm% MIT S Ewvl� DATE: JANUARY 11 , 2022 EXISTING ROOFING TO BE REMOVED PROVIDE NEW ASPHALT ROOFING SHINGLES ON STRUCTURAL INSULATED PANEL (SIP) ON EXISTING SHEATHING d WOOD STRUCTURE BELOW. NEINF 2 PROVIDE LGG EXI5TIN TRUSS Y FLASHING TYP FRAME T REMAIN. NEN FRIEZE BOARD 13< 1 0 SEAMLESS ALUMINUM GUTTERS ON WOFASCIA. EXISTING SIDING REPAIR AS REG2UIRED cl) >- PROVIDE LCC STEP FLASHING TYP Z W EXISTING BARN STRUCTURE LOW PITCHED ROOF PHALT ROOFING O Z PROVIDE ALL REQUIRED SHINGLES INSTALLED PER MANUFACTURERS 12 PROVIDE NEW R-141 BATT NEW ROOF STRUCTURE METAL STRAPS 5PEG5, (PROVIDE T LAYERS OF UNDERLAYMENT) ON /4 PLYWOOD DECKING ON 2 INSULATION MIN WOOD STRUCTURE B Ow. EXISTING INTERIOR FINISH TO BUILT-UP WOOD GIRDER CASED IN Ix BE REMOVED AND SA`IiI FOR AND PAINTED PER SPEG'S. a W FUTURE REUSE ON SITE W YZ' 48 F'LYwooD PROVIDE NE �EXISTING 51DING, SHEATHING AND 12" 0 INSULATION TO BE REMOVED, PROVIDE NEW INTERIOR FINISH a 3/8" 4x8 ROUGH 5 CEDAR PANELS > w/ BATTENS AT SEAMS. 0 FASCIA WITH X In ATTACHED GUTTER WW A Lm L %f'Qwff"ph" �t 0%w1moo'T I 0 '�"Im = q" FRIEZE BOARD BUILT OUT ON 5/4" ONTINUOUS BLOCKING. (TYP) SCALE: 1" = V -0" CONTINUOUS REMOVE EXISTING WALL LINEAR SOFFIT BOARDS AND STORE T VENT. (TVP) — BE REINSTALLED. PROVIDE R-Iq BATTIN6 FRA (5)2x1O CASED BEAM IN EXISTING STUD CASED N/ Ix TRIM Ix4 TRIM ASPHALT ROOFING 51-1INGLES (INSTALLED PER MANUFACTURERS SPECS) ON 5/4" PLYWOOD DECKING ON WOOD STRUCTURE BELOW. TANK, �`9 1-- r AND u, 'v p R 5ARREL = r w ti 5/4"x4 DOR RY ti . "It CASED COLUMN PROVIDE G INC P INTER ROOM V M (8) 2X6 PTL CASED WITH CL a a Ix1O STRAPPED AT TOP Z AND BOTTOM PER CODE w SUPPORT FOR 10° TERRACE PROVIDE 3/8" UGH 4x8 ROI SAWN CEDAR PANELS W NEA R-50 BATT DRID 6" INTO 1:;ZEBAR.5 1811 O� BATTENS AT SEAMS• INSULATION FOUNDATION WAL " 10 2400.0. COVERED 5/4x4 TRIM ENT�:Y �1�TRY ENTRY DOOR PITCH Ya" PER FOOT 2x4 PLT PLATE GRADE 9 a . ° ° ° ° • PROVIDE FLUSH SURFACE WITH INTERIOR FINISHED N PROJECT NO: a a 0701 FLOOR DRAWN BY: ° ° ° UT a 1 STONE PAV I NC- ON PROVIDE GRADE ° CONCRETE BASE BEAM 16" WIDE BY IS" DEEP WITH 4 #5 KE Z CHECKED BY: REBAR5 CONTINUOUS _ ST 12" A5 WITH 03 STIRRUPS ® DATE: Jan. 11, 2022 6" 01 TIED INTO '-4" ID 202 n e �. .�: a �.,�• .; ; �� '..;�" .•,gid_°.�.f'...�'.,.. ,.a ... 2 GONG PIERSa. 10 INT SCALE: ' 9 SHEET TITLE: d , ° e SUPPORT FOR TERRACE NEW 4" THICK GONG. SLAB WA L L " PROVIDE #4 REBARS IS" NG W�'M.LOREINFORCED w/ 6x6. 10/ PROVIDE YZ EXPANSION DRILLED 6 INTO FOUNDATION SECTIONS JOINT y�ALL ® 24" O.G. DEPTH 56" BELOW 61RADE. FOOT NG TO BEAR ON UNDISTURBED SOIL. PROVIDE 5/8" DIA. ANCHOR BOLT AND METAL HOLD DOWN CLAMPS. SHEET NO: 10° %JIL11 T101' 1qm'emwRY WA SCALE: 1" = I ' -0"L EL %P"-lr--%,v to 8%0 0"E 10 ml'&Mm SCALE: 1" = 1' -0" BUILIPER"' MIT SET" DATE: JANUARY 11 , 2022 DATE: 48" GLE,4R I" 9 - _ STEEL STALL PARTITIONS. F yY PROVIDE SOLID BACKING AT ALL MOUNTING POINTS. x4 DR. GA51 NGTILE II 'LIN onm V / TILE--- �R4<56 24 IRROR X 1ST STAINLESS STEEL GRAB N hl fid•... DOOR BARS. (TYP.) Lu z T m _ O W RING Fir ' { _ z m ° NORTH 1 EAST 2 Q w r CERAMIC TILE ON GEMENT PAINTED GYP. BD. 08 _ ACE. (TYP.) BACKER BOARD � _ cl/\J p� zO o - m H —O n O / \ zJ��N . O _ = a✓_ — tL� I— mr � ju O v 11 TOILET PAPER \ O-� = DISPENSER \ / 14) t. .E Fr \ / I C C. H "ROOMWEST 4 3 SCALE: 1/2" = V -0" F— q" 45" GLEAP, T $. W w "d NOTE : I-- M ALL TOILET ROOMS Z ` TO MEET 1 GG/AtN51 .Jco o o I = Q STNDARDS FOR Q o AGGE551 B E W DSS I GN AND THE 6 24x6 200cl REV 15 I ON OF X I ST o - NII Mi N I L. I GG All-7.11 DOOR \ Afsr. - A�GGE551 BLE AND -� ;:s f` *, U5ABLE BUI LD I NG5 / o o , AND I=AGILITI1=5 mLu (PRODUCED BY THE / z AMERICAN r m v — — NATIONAL ,- � TLRN1146 STANDARD5 IN5TITUTE OR AN51) PROJECT NO: ju - - __-- - NORTH 5 EAST 6 0701 v 4 I, R DRAWN BY: UT r� CHECKED BY: J, DATE: an. 11, 2022 r O w A, ; N my SHEET TITLE: 5._ y 11101 TOILET ROODS F-X15T \ / \ INTERIOR DOOR , � ELEVATIONS w I � � T / \ / < v I sf a L51A SHEET NO: - A tr k — ICC/ANSIATH 0® BUILD11MGPER% MIT SES" SQU7 WEST 8 SCALE: 1/2" = V -011 DATE: JANUARY 11 , 2022 REVISIONS: O z 'S O W z H O Q W o�3 = U) ~ 5" VENT THRU ROOF 12" 5" VENT THRU z O i MINIMUM. I I ROOF 12" MINIMUM. 0 ~ I H Q I I I > O 0 I J z O W = O I I I cl) I I I I I I I I I I I 1 I I I I I I I I I I I WOMEN5 WASH ROOM I MENS WASH ROOM I I I I I EXTERIOR r I WALL —� I I I I j UT I L I V 51 NK W1,3 I I j I TA5TINCG ROOM SUPPORT BAR AREA I I i I I i I I I Q CD W d 0 rn uj I I I I , C40 o FRESH AIR Z VENT i i i I w I G = � I GLEAN OUT FITTING LEAN OUT FITTING 4" WASTE LINE 4"X5" G.I. HOUSE TRAP FOUNDATION WALL PROJECT NO: 0701 DRAWN BY: UT CHECKED BY: DATE: Jan. 11, 2022 Pt P o" mumm 'DIMINUG""6, FoZUSHE"—� 11, 01301HAUmAMSCALE: N.T.S. S SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: BUIULOANG ITS DATE: JANUARY 11 , 2022 STRUCTURAL REV I EW B`I' STEVE MARESCA, PE REVISIONS: IIID-BONNE DEBRIS PROTECTION FOR OPENINGS 0 S 155-0-7 VEST MONTAUK HI&HYNA`I', HAMPTON BAYS, NY 11a46 FOR AALL OPENING PROTECTION OF 130 MPH 5-SECOND V�41ND GUSTS PHONE 651 728 c1450 ( MAXI MUM MEAN ROOF HEI CHT: 5:;; j� SIMPSON LSTA - 20 RAGE RIDGE STRAP - ALL ROOF RAP'I'ERS USEIOCCUPANCY CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT PRI MARY OCCUPANC'r: ASSEMBL`I` SHUTTER ASSEMBLY � REQUIRED - 24" FROM EDGE ( ,A-2 AssembIq use, drink consumption) DESIGN IN ACCORDANCE WITH N.T.S. PREFABRICATED TRUSSES 2020 BUILDING CODE OF NEW YORK STATE FOR PANEL SPANS: 0 < 4'0 WIDE SPAN .......... a 24 OG OR 2XI2 R.R. ® I6 OG AND HEIGHT CONSTRUCTION 308 - CONVENTION LIGHT FRAME 23/32„ APA SPAN--RATED 48/24 5HEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ALTERNATE POSITION Or- HURRICANE P I II HURRICANE CLIP U5E 5E -O MAXIMUM GROUND SNOW LOAD - 45 PSI`. ASSEMBLY: SIMPSON H3 TASTING ROOM - 100 P5F. LIVE LOAD ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10x3" (w/ WASHER.5) GALVINIZED OR STAINLESS STEEL WIND SPEED - 130 MPH 0 >_ WOOD SCREW a 16" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: GIP NAI ED zFROM FIRE AREA RISK CATEGORY I #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) RAFTER TO STUD. - A-2 ASSEMBLY SEISMIC DESIGN CATEGORY - B LJ.I TYPICAL ALL RAFTERS Z MACHINE BOLT 12" O.G. - 8d MAILS AI TE W/ ARCHITECT BUILDING AREA: 4,052 5F WEATHER I NG - SEVERE CLIPS FOR TRUSSES I`ROST LINE DEPTH - 36"APA RATED RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE 8d COMMON TERMITE - MODERATE TO HEAVY � PLATE. NAILS a 4" O.G. AT Q \� EXTERIOR of ALL DECAY - 5L I CHT TYPE OF CONSTRUCTION ICE SHIELD UNDERLAYMENT REQUIRED - YES Type EB construction 06 Z F' LTIPLE SECTION A55EMBLY: O 1/4 THICK BOLTS ® 2 OG GENERAL NOTES \Q I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NEW YORK STATE SHALL BE DESIGNED AND BUILT IN ACCORDANCE O BUILDING CODE AND LOCAL AUTHORITIES. WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Z J 14. THIS STRUCTURE HAS BEEN DESIGNED IN O 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE 2018 INTERNATIONAL ENERGY W = 3/4" PLYWOOD 5HEATHING MINIMUM 28 DAY STRENGTH OF 3500 P51 CONSERVATION CODE.TO OVER BEAM - TOP P BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLA5 FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. O DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE V) S H UTTE I ASS EIi B L 2 x 6 ®I6" O.C. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. STUDS PARTITIONS, EXCEPT A5 NOTED ON DRAWING. IT. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE N.T.S. GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR PANEL SPAN5:4' OR WIDER SPAN cr FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 1/2" APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4"9 WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 5TRONG-BACKS @ 24" OG AT AROUND SSI 130LTTE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. FOUNDATION HAS BEEN DESIGNED FOR A 501L 101. DO NOT BACKFILL AGAINST FOUNDATION WALL5 A55EMBLY: SIMPSON MST27 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 I/2" NIDE - 20 RARE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREA55EMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR METAL STRAP ®48" oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW ® 12" O.G. CONCRETE SLABS TO BE COMPACTED TO 01590 AND IN BASEMENT ( IF APPLICABLE ), POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FA5TEN TO BUILDING w/ NAIL SHEATHING- TO SILL PLATE 8d NAILS ® 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. Q v #10x3" (w/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL a, WOOD SCREW @ 1611 O.G. =s`•:;' � �=' �. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS AS REQUIRED BY THE ,�:«: ' 2 x 6 SILL PLATE 0 Y ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - REBAR =.:.;, ?; 2020 BUILDING GORE OF NEW YORK STATE -:: ;.. ACQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 01.0 FT AND OVER J w M #10 TEE NUTS ATTACHED TO BLDG. N/ #10x1-I/2 ( W/ WASHERS) W d O MACHINE BOLT 12" O.G. �-_` BY TRIPLE UPRIGHTS. ALL HEADERS TO BE 22. ANY ALTERATION REPAIR, ADDITION OR CONVERSION SEE FOUNDATION DWG. •:_,-; MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 00 FDR DESIGN. S/e° x 12' A.B. ®48" oc. REQUIRING A BUILDING PERMIT SHALL MEET THE w/ ODER WA5HER 1- _ Z 8 PENS ITRE FIRESTOPPING AT ALL LEVEL 2020 BUILDING CODE OF NEW YORK STATE V M Z r WI N D OWIS - GLAZED OPENING r.':;"...f 23. THE BUI D N L I G CODES ALSO APPLY TO ACCESSORY O 01. PROVIDE FLASHING AT ALL ROOF BREAKS, STRUCTURE DESIGN. a. PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. Q z IN ACCORDANCE WITH LARGE M1551LE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS ♦y A5TM E 101016 AND OF A57M 1886. AND DECKS ETC.. 24. OVERHEAD DOORS TO BE RATED FOR 130 MPH. WIND LOAD LL W CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE PANELS TO BE PRECUT ABOVE MENTIONEP OVER WINDOWS WITH HOLD DOWN + S H EAR CO N N E CTI O N 10. DO NOT SCALE DRAWINGS. HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR 5UPERV15ION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/ 2020 BUILDING GORE OF NEW YORK STATE THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONE> ON EACH PANEL. SECTION 2505 - CONVENTIONAL LIGHT FRAME CONSTRUCTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR. a NAILING SCHEDULE FRAMING NOTES SHALL COMPLY W/ 2020 BUILDING CODE OF NEW YORK STATE TABLE 2304.10.1 - FASTENING SCHEDULE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGE5 AND 6 d @ 12" o.c. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZE5 BETTER. o RAFTER/TOP PLATE 3-8d (TOE NAILED) I NTERMED i ATE. h CEILING J015T/TOP PLATE 3-8d (TOE NAILED) 2• ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES FLASHING PROJECT No: CEILING J015T/PARALLEL RAFTER -1-16d (FACE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY CONTRACTOR. 1309 o lo o FCEILING JOIST LAPS OVER PARTITION '1-Ibd (FACE NAILED) 3. ALL 5U5FLOORING TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY: j0jq COLLAR TIE/RAFTER 3-I0d (ea. end 1-1/4" strap) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT BLOCKING/RAFTER 3-8d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE c�ABLE ROOFS RIM BOARD/RAFTER 2_16d (END NAILED) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. CHECKED BY: TDP PLATE/TOP PLATE 3 Ibd (PAGE NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o to TOP PLATE AT INTERSECTIONS 8-I6d (PAGED NAILED) WITH DOUBLE UPRIGHTS, 01'-O" AND OVER WITH PACIFIC GPI SERIES W0OD-1-BEAMS AND LVL STUD/STUD 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Jan. 11, 2022 a HEADER/HEADER 16d (FACE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED h TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS A5 PER MANUFACTURERS RECOMMENDATIONS. WEB NTS BOTTOM PLATE/FLOOR JOIST 2-16d (PAGE NAILED) AND FLOOR BEAMS AS PER IBC 2015 CODE OR AS NOTED 5TIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND o JOIST/SILL, TOP PLATE or GIRDER 4-6d (TOE NAILED) ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET TITLE: 100< o T4s BRIDGING/JOIST 2-5d (TOE NAILED) CIRCULATION IN ROOFS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4 LVL RIM JOIST SHALL BE REQU I RED AT FLOOR o BLOGKING/J015T 2-8d (TOE NAILED) PERIMETERS. HANDLING STORAGE AND ERECTION OF BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, � - STRUCTURAL �hj stairs etc. ) OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE A5 PER MANUFACTURERS GABLE ROOFS LEDGER 5TRIP/BEAM 3-Ibd (FACE NAILED) 0< O C45 o JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) "1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL RECOMMENDATIONS. NOTES Sc to 1Oo 041500 BAND JOIST/JOIST 3-16d (END NAILED) PARTITIONS OR AS NOTED ON DRAWIN65. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. DETAILS BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) GALVANIZED MACHINE BOLTS ® 12" O.G.. AT HIGH PRESSURE ZONE - 6" OO.G. PROVIDECOMMON NAILS o.c. PLYWOOD ROOF DECKING ad ®4" O.G. EDGES, ®8" O.G. FIELD 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED . HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. STRIP 5HEATHING Sd (ONE/RAFTER) WITH RATED GALVANIZED METAL CONNECTORS BY 15. THI5 DRAWING 15 AN INSTRUMENT PREPARED TO lo° o r'30 D PLYWOOD WALL 5HEATHIN6 Sd @4" O.G. EDGE5, @5" O.G. FIELD "TECO" OR APPROVED EQUAL. FACILITATE CONSTRUCTION AND SHALL NOT BE SHEET NO: PLYWOOD 5UBFLOOR DECKING Sd ®6" O.G. EDGE5, @12" O.G. FIELD CONSTRUED AS A CONTRACT BETWEEN BUILDER AND PROVIDE 8d NAILS a 4" D.G. AT PERIMETER INTERIOR 01. NAILING SCHEDULE SHALL BE A5 PER THE PORTIONS OF PANELS IN HIGH PRE55URE ZONES. 2020 BUILDING CODE OF NEW YORK STATE OWNER. NOTE , a = 4 FT. IN ALL GASES TABLE 2304.10.1 - FASTENING SCHEDULE AS A MINIMUM. APNL COMPONENT AND CLADDING PRESSURE ZONES ALL 2X6 STUDS SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. BUILDING DATE: JANUARY 11 , 2022 . ..a � FOR INTERNAL USE ONLY ZC1 4 l:Z d 0 8 SOU'i.nok� 'mri SITE PLAN USE DETERMINATION Nairj�j��ig Board Inl-tialpeterin nation Date:—A-11— Date Sent: Project Narn►e= p I Project Address: Zoning District: Tax Map No.J � " Suffolk County 's . ods Request: 1 10 it A , lication acid supporting documentation-as to (Note: Copy of Building Perm pp uses.should use car be submitted.), 'Proposed �� Initial Deterr�inatior� as to Whether use is permitted: ___)6 as to whether site plan is required — �— igp atur of Building inspector Planning Department(P.D.) Referral: Date of Comment— P.D. Date Received:i 1— Comments: - Signature of Planning Dep viewer t Staff Re Final Deterininaisn Date:__j c7.�„afira �f Riiiklino InsnPctnr TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Iittp� /�ywwwr soLitltiold°towiilµv.(,oy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only r a.^ PERMIT NO Building Inspector.—, JAN 13 2022 IvYY r /'W r'/., ri,rr rA✓, 1',...gym. 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NI(✓M �t,-r 1 E, „�, Y �, N Old North Rd Barn LLC CTM#1000-5l .-3- Project 000 51 3 ame: S Project Address 5415 Old North Rd, Southold NY 11971 P 11 hone#:631-255-9610 I'llI'llEm ail:claudia@onewomanwines.com Mailia 5195 Old North Rd Southold, NY 11971 ng ...�..,_ _ � ..__.. mm..........n, a. , ... .. ... .�_,. . .,..... ��rr���, ,r,,, „ b 'y/r ,�rr,r, a 1,. t y % r,ru/,u,r„Ir. r1 ,p zw.,o ra nv, dir.. /) f; ,rri.i,.r ,laY P ✓(?Y l �r o .r r,a y 1 1,,.ff.. ➢. ,ru�� i�lr :/l�r / r l,, �r rrr ni^�f 1'Y �I ,. ,;fal r%l�..la v�b�, �, rr ✓ ;V', sr 9, ,r:,. n/ � ” � >< C, � r / 6rr,,r, ,,�/r�a�,�c 1. r✓i,�r9r, ir,/ rr�r,,.r, .,. r w, y, 1,r,7r J�r�'�. ..1 � /. "rr 1, ',✓rrro �P ,.1,;.... �' ,.. Y ,r i .il ,. r r r✓ r r r , „ � r rr� n �. �d/ ( , a� 1 1 r !. iY tlr�rJu�+l,r � r i� �� � �r � r � Name Ural Talgat rehtect g Address:436 7th Streetx... ., _. ,P ._ 1 ._ _..... ..,_ ... �....... ... .... . green ort NY 11944 t p 'Doul m�, u,.u.) a 9 i..lraI59(P r, rm,i.!"r.._., rb,, <1.e,r nrD„l ni,,r:..,✓r,.-v't,d.. r r,i�lvi,l h nJ„/��:�.,.,.r,r 11rr,,,,,r.",rr..,h.,r..,rre�..N,,Jrr.ni,f^,.r,.rr,N�p/7 rir,..�.,rr..l:r„/n.r,,;�9-t,h rc�i>i1J.Y r".,.�,.. +uu,,,..r./.(rr%�>.rf..;.r,,,r,.,rn.,Jr,Yr�,,'��.l'r irF sr/n1,.,r.../ 1u,�t.,...../...r,,,�.',r,%rrr..,N1�I.„-.r.n,..,/.r/%r,,,r�r.�.r�✓/a 1J f N./rnl/./r.J,�,..r.al//.e l.//l/f 4 1rL.,r.r.�r I.,//.i.,,/r rll 1 lm/,”/'r,rt11:.r.1Mr rrr,(r/r.Y.A.er✓!rb,i.a...,..w,.,r,,t,,:r Y..,r,,...�.r,;b v , : Iry� ((./„ �'',/., ,.✓r,�l.rn,wr,. rrr,,,, !+ r rr.. /l rk„ /r rri,. r/...✓i. rr/,...,,✓Y/,.�n.. ��,.( , ,� r .r.✓. (r / I✓'t,a r � /i 1/. J /r! r r r r r � / /r< .B. .I i e.. .Sri.. ;� rl /„^r<:,./ >. I '✓ ,I v �Y ,1 J/t,. fr., r. ,.//�,r.,, lY. 11✓. // ( 1,.., li..✓ Oi n r ,ir nrrr l,a„m,'!r liu,.ibtJ/,llw�,r''17,6rwr�arw„� rr�r✓/r/rrl!/l/Hl,�(ri �IrA nt/,rorNl:,, u/�r�rll.„ rr,b,,,fl�w..,rJ�I1,/rY1.lirl�";Mr,��Ier„r�i::rra,br, rri„r ._/lr/r„/�//,rr,.Jnr ,w��orl,/r„y Ir� Y/i er„r, �.,r�Ja/Ib Name Ural Talpt, Architect . Halling Address':43,611171h, Street,, GI oouwolrt, NY„11944 P�°,00no tV: 3 1 m. ' Email:Ural59@hotmail.com ,.,w,n«, r rhY!rre r,,.... a� „nua ✓du d,M1 Mr�'.a!n�nl f f✓r,iG✓F..w a r r..r f �.(. Il rr ✓ya�'fJ' rd r,n ,>'.r f,N ,..,. ry ,lb, ,/, P"erlu�r7 ".�.i:. pro.,. rv, °.',. o,: y lI, ✓^r ,i.. r r r rY,...r f r m r ✓. lr,: r 1 rr1D / rr. 1 1, r, n/..,. r %1✓rr„1, .. w, rl ,.i ( % ' .�..,i J I + .lf k., r. i �.;, ✓ w r� ,.., r-r„ r� r ,r=.,. 1Or r r y o f ! 1( l .r r r ✓ / e � / ,, r e r r � r r' /. -✓ / r..,.r r.a� 1iAr.. _.✓r rrr. ,, ._J., ,� ":.�...ri.. ,r r,� ,t/r m .dt ,. r +� hJr /: ✓.. r /",, (.l r / l k ..✓: // ./. r/`�.. :Y'( F ��, / r ..Y.r'r�� rr' ,.:. r � r r r l / r Y r r/ ✓ ,.r r / r rr r � r C.,Warily)�1,u,v�;e,;xnrJ�r:rvlr�xRr�JI „r�:.;�fi%?� irry„�„f�r�lsr,,: �„N��,.r.✓//ill,,,,,,,lr/ ,,/,,,l.adrr ,r✓/r'1,,.,.c,,,,rr/,.,�,4.e r2„✓r,r�rr„�;nif�,✓r,l,,,!vi o,m�r�V,wr/Jr,,,�r r�✓„�/,r�anN, ,,,,��6��/r/G;�,V,r,..�. Name:Seifert Construction _ ... . _e_ .. M _ , Hailing address 11780 Old Sound Avenge PO Box 1407,Mattituck, NY 11952 Phone# 631-298-1036 Email:info@seifertconstruction.com ✓/! /9,q rr„r,r dr 7 N r8Y}v lra rr0/,eor✓rrJ,7 �r¢f/c,/?/rrl,�r"`p,J�r l'r,'✓rrr'�`,(.rr f'Nrr�U Iw�qr,e.Wr rnr r 1,i4v,,a,r „�1,r, 0 arrr„r' r l wIr �/, 1' 0 r. ®New Structure ❑Addition RAlteration ❑Repair liODernolitlon Estimated Cost of Project: ❑Other $500,000.00 i Will the lot be re-graded? ❑Yes MNo will excess fill be removed from premises? ❑Yes ANo - - a 1 �} r� �ar ,..r<,e d, /� �r,t � ✓ l r r ✓, r /�//,/r,rr ir,✓ />I r,. � r r! , /i ll�Ca a„iJ. ,y(,a., r,� x,:r. r ,�.,, +r ,..., ,r, r/ ,,,„r„ /L„r.V/�%�X..,/ / r /:..r., / 0 ✓ r..,..,yr, ,... .e., « .v , „1, v Vii. s l 3,r !"Y`;4 a,�.J r. Y' .r �/lo..✓” rr ,. ,. _. r r a`.r 1. ,,;n r 1l,1 „r „L..r Y,>«'1 / ,v�.r¢" r; y!, ✓ v , � � r / /.. / ✓ ///.frr,,r� r... r / � ,4,a'tJ' /..,� x./r��� �1 � ,o,e .�li ,r r:u.(Ir" , ,. , / tf! Y�,l ;lr r. r ,,. ,._ ✓.. r. ,r. e,/,/. ,..:, � V r/,.,,/ 1 r�VG,v� ��r��1�,i,.ai �ll79U ���nl'gla�r��l«iGr/�I✓r�l)�v//r,/�vr�rn�,,,i„r,rr ;.,,rr�.,�„✓r; >' �,r✓�,a, ,,,��,,r,,.rr4,,,.rw�,�1/,v. ,�„U�.,,�,,, ,, ,,,.,err/,rr>��erl/rr„�,h,�..,..faa�„9%rr,` �.� ✓,r Existing use of p11 roperty: Intended use of property �gr�cu_{tura! Barns.:: Wine ,, , . ... Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to ,m.�. �..m.._...,... .. ,.. m �.._...._ � ... _ .. ..N this property? Yes ®No IF YES, PROVIDE A COPY , ,., :�:,., ,,;�; ✓ r, r✓;r,.r„ ✓5 'r�'✓ � ,,,p�`;�«„ ri'' ai yr ".;(Y'r;( ,1"✓;.^° rg�lvlrirrlrl �„1.1r r,,,,=: ruli ,J'':r ”„r„ r it r I,r 1'm, '. � ( s l�',,dyVdry a.(iW,,, rl>1)1{V,2,/y ;(;'j/`T✓air`/� �✓✓91/ aY rd f,6, v!%'/'Y Ylr:i r4',r”/M/, rp�„�4 x.rr,. (/r ,l,. �.d,f. „�+ �;- � .;.I r, � , fir c' r� !i�4'.Vi�,u5 !r��r�il��� r r r!�!�/✓ !'�¢:R f n� /«�/��y k ari�yli r 7r< f"a�rV I.hMr V'}ir i”;!. � � � '�:. U ,�,�d, ,,I S. ,4 �, � �J���. r r1r,,�a;o ✓��iU'o- ryyioFra kA„fir r r �rrn✓ii r:6 � �'�"r, ���,y��Jr,yl i�r l�'i +�rff'.�,llpl�;. tiv F r ,.f 6° ^Yrr � "� i f r ;rrl; � r r/r"`y�"ir,.,% � �i,, r,t...' r�� Y rl✓ � ry GJ «i lr iy�l I I r";9�'. � ;.r� ,&��'.'J>r r�r�'x',r 5 r Vl'+I"uW rr r ri �” 'ir,e.m 'r I „x,�✓z,r.r �; y�rJ. 1� �r� ".” �% ,.'.y ,� ., V.,. y �' � P�" �. I � �Nr� ra, r�- r . , ., r-, 171 r ,u ✓ /- ti, r�. li , ,,,<.. J a„r(., , rv�r�, N, r P,l, .✓„;r. , "!fk , ,. �,�,F � q�F«7r�„ �� F>!,1,4 v'hirr,,Y frr /rNd,,,,6✓�i rM.vorr ,/vi,r rl.� r(Y,.r�r,.:a,,...r �Y,' r,.:.,. rr° ,4..J,�Id (�r,:,,r;,�rl.��' I�, j � ,.., � ;. ,, .. .w r0�,, r„ it a,r, uv , ,. a rv, /, rVr/ �r.r:VrlrJ r✓ ,,f2r�1 ,,,�I,I.L,r,�AY 'fi�ir�rlr ,, nd:,i ,,!r„ 1, V I�w,,du„/, ! ,+l,u I1 / I, r f. V ✓ � t2�d oft e �n �� ;^,�r� rr�&!rj r �/ � d�� m u � a I; Application Submitted By(print name): Ural Talgat Authorized Agent ❑Owner . �. . .�. ®s � � ��, .. w. Signature of Applicant: � Date / LAURFE f M,MCKISSICK' STATE OF NEW YORK) fllotw,y Public,State of Now NM 01MC6342308 SS: Waliftod In Sufrolk Coo . COUNTY OF Suffolk ) rniaslc Magion Ural Talgat being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is theAgent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20 _. Notary Public PROPERTY OVAINER AUTHORIZATIONI (Where the applicant is not the owner) I N RSouthold, NY 11971 5195 O d North o d, I, Claudiarl _ residing at do hereby authorize Ural Talgat to apply on my behalf to the Town of Southold Building Department for approval as described herein. 2%. _x_v�.1-9— Owner's Signature Date L�AQhj Print Owner's Name 2