Loading...
HomeMy WebLinkAbout47911-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47911 Date: 6/3/2022 Permission is hereby granted to: Old North Rd Barn LLC _.......... _. _.............. 5195 Old North Rd .�..rr ..........I. _._._.................._..... _w _......................_. _.......w_......__......_aa�_ Southold, NY 11971 _. �w.. To: Construct additions and alterations to existing barns and convert to winery tasting room, with Planning Board approval. At premises located at: 5415 Old North Rd Southold SCTM # 473889 Sec/Block/Lot# 51.-3-5.1 Pursuant to application dated 1/13/2022 and approved by the Building Inspector. To expire on ........,,12/3/2023. Fees: COMMERCIAL ADDITION/ALTERATION $2,151.60 CO-COMMERCIAL $50.00 Total: ._....._ $2,201.60 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 lt, wtilt�llltar ?; Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector, Applteat��xns and forms must befiilled,ou-t in heir entirety.Incomplete C td 9 DO c•. 4a as L) applicat�crn5 will not be accepted. Where the Applkant is not the ouvner,an ewer's Authortzatton form Page 2)shalt be completed; Date: January 4, 2021 Name:Old North Rd Barn LLC scTM#Z000-51 .-3- , l Project Address:5415 Old North Rd, Southold, NY 11971 Phone#:631-255-9610 Email:claudia@onewomanwines.com Mailing Address 5195 Old North,Rd, Southold, NY 11971 M Mailing Address: algae, Architect Ma _. , w.�., g 436 7th Street, Greenport, N1 11944 Phone #:631-477-8963 Email:ura1599hotmail.corn DE''11 J!11 P IF i IfJNlI1L IN QtIM�1Tf4N ". = - Name. Ural Talgat, Architect l Mailing Address:4,36 7th Street, Greenport, NY 11944 Phone#:631-477-8963Email _ •ural59@hotmail.com t�AAiT ikC"FUR tN RMATION; ; Name:Seifert Construction Mailing Address:11780 Old Sound Avenue, PO Box 1407, Mattituck, NY 11952 Phone#:631-298-1036Email:info@seifertconstruction.com PilOPOSED'CS t Crt N *New Structure ❑Addition *Alteration [--]Repair 1eqDernolition Estimated Cost of Project:. 500,000.00 I ❑Other $..._....._ ...-. - � Will the lot be re-graded? ❑Yes §0 No Will excess fiil be removed from premises? ❑Yes 0 No I Z PROPERTY INFORMATION Existing use of property:AgriCultural Barns, In use of property:Winery , Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes O No IF YES, PROVIDE A COPY. I ; o)(AA, ott,,Rea01,t1 ifie ownerJccmtrackor/t#estgn presfessional is responslW,for all drainage"abd star+rr water issues+ps praulded bjl; li 1 Cade APPtJCATION IS H�RIEH VdL I�E to the Bulldi lg°Departrnent;forth'issuance of a Buikling°Peumit Pursuent to'ti►'B zane„~ ( xifr nce of Town"of Snuthdld,StiffAllf,,courity,New Ygrtc and"'other appi,rable"laws;ordinances ort Regulations,forth'construction of buildings,,,`” " attrlit�ons,etteratjona°ar'for removal or demorition as herein c e scribed.The applicant'agrees,tc,cwhpty with all applicable laws,ordinances,building code, houslrtg cad'? t54 regulatigns and to admit authorized inspectors on premises"and in building(s),fpr necassa"ry inspeckions.False statements made herein are pltnimhlab a;a"das9 A misdemeanor pursuentto Seaton 21o.45 of the New York State Penal Law. Application Submitted By(print name): U ral Talgat IRAuthorized Agent ❑Owner Signature of Applicant: Date: ,✓ ° LAURM M.MCKISSICK STATE OF NEW YORK Notary Public,State of New Ybdt SS: No.01 M06342308 Qualified In Count COUNTY OF Suffolk ) Comission Expires SuffolkMay23,2 m 024 Ural Talgat being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 11rue to the best of his/her knowledge and belief; and that the work wil! be performed in the manner set forth in the application file therewith. Sworn before me this Q day of ,20 .m. Notary Public M�(Where the applicant is not the owner) Claudia PUrlta residing at 5195 Old North Rd, Southold, NY 11971 do hereby authorize Ural Talgat to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date C�4I Print Owner's Name 2 OFFICE LOCATION: „ MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �k Southold, NY 11971 (cor. Main Rd. &Youngs Ave_) Telephone: 631765-1938 Southold, NY www.southoldtownny.gov � Crum PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 14, 2021 Abigail A. Wickham, Esq. P.O. Box 1424 Mattituck, New York 11952 Re: Extension of Site Plan Approval - Approved Site Plan for Purita Winery Located at 19110 Soundview Avenue, Southold SCTM#1000-51-3-4.11 Zoning District: A-C Dear Ms. Wickham: The following resolution was adopted at a meeting of the Southold Town Planning Board on September 13, 2021: WHEREAS, this Site Plan is for the alteration and expansion of existing buildings into a new winery totaling 6,304 sq. ft. which includes 267 sq. ft, of office, 347 sq. ft, of retail, 3,249 sq. ft. of tasting room, 671 sq. ft. of storage area, 1,770 sq, ft, of production area and stone terrace with 25 parking spaces on a 3.7431-acre parcel in the A-C Zone located on the n/s/o Old North Road, approximately 286 ft. w/o County Road 48, known as 19110 Old North Road, in Southold. SCTM#1000-51-3-4.11; and WHEREAS, on March 10, 2008, the Planning Board granted Approval for a period of three (3) years to the Site Plan entitled "Renovations and Additions to the Purita Winery", prepared by Nancy L. Steelman, R.A., originally dated October 8, 2007 and last revised March 7, 2008; and WHEREAS, on March 10, 2011, the Site Plan Approval expired; and WHEREAS, on April 21, 2015, the Planning Board sent the applicant a notice that Site Plan Approval had expired and requesting a response in writing or the application would be considered withdrawn; and Purita,WN nery Page 2 pptaL ber 14,.u2021, WHEREAS, on May 22, 2015, Nancy Steelman, agent, submitted a letter requesting an Extension of Site Plan Approval; and WHEREAS, on July 6, 2015„ the Planning Board determined the expired Site Plan was in compliance with current rules and regulations and granted an extension to January 14, 2017 with two (2) conditions; and WHEREAS, on August 6, 2015, Nancy Steelman, agent, submitted sufficient information and revised plans to satisfy the two (2) conditions listed in the approval extension resolution; and WHEREAS, on January 14, 2017, the Site Plan approval extension expired; and WHEREAS, on March 21, 2017, Nancy Steelman, agent, submitted a letter requesting an Extension of Site Plan Approval; and WHEREAS, on April 10, 2017, the Planning Board determined the expired Site Plan was in compliance with current rules and regulations and granted an extension of approval to October 10, 2018; and WHEREAS, on October 26, 2018, Nancy Steelman, agent, submitted a letter requesting an Extension of Site Plan Approval; and WHEREAS, on November 5, 2018, the Planning Board granted an extension of site plan approval for eighteen (18) months until May 5, 2020; and WHEREAS, on May 5, 2020, the site plan expired; and WHEREAS, on July 23, 2021, Abigail Wickham, authorized agent, submitted a site plan approval extension request; and WHEREAS on August 23, 2021, the Planning Board determined the expired Site Plan was in compliance with current rules and regulations; therefore be it RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval for two (2) years from September 13, 2021 to September 13, 2023 on the Site Plan entitled "Renovations and Additions to the Purita Winery" prepared by Nancy L. Steelman, R.A., originally dated October 8, 2007 and last revised March 7, 2008. If you have any questions regarding the above, please contact this office. Respectfully, ��(-) Donald J. Wilcenski Chairman Q,v5e55 o,e s �7qll I REVISIONS: SITE DATA _ I I I SCTM # 1000-51-03-4.11 / - 3-- �/ I � — _ — _ �-' I � ` xT IG T5 L.-- - - - - - - - - - - - - - - - N PROPERTY: 5415 Old North Road I I INI✓ pF — — _ _ _ _ _ — I _ ADDRESS Southold NY, 11971 OWNER: Claudia Purita 19995 Soundview Ave. Southold, NY 11971 _ — — — — SITE: DEVELOPMENT RIGHTS SOLD - 21.4512 AC DEVELOPMENT RIGHTS INTACT- 3.7431 AC 15 5, � 30 � _ _ _ - - - A EXISTING PP�'RI"I ROAD SITE AREA: 25.1943 AC I Ise ZONING: AC dJ I I SURVEYOR: Peconic Surveyors >= I— PO Box 909 I� NOTE: 1230 Traveler Street I I li TIMBER SEE SHEET #3 FOR Southold, NY 11971 I RETAINING OVERALL SITE PLAN I LICENSE # 49618 I I WALL 18" HT 10z W BUILDING AREA CALCULATIONS z Vit..,l.)' •..ti• '+..:,`• _ K+ BUILDING AREAS: I - I �• � t1 WINERY: 5,849 SQ. FT. F_ I I EXISTING tt) NO, CURB]. G '''!'`' IO IRRIGATION WELL WRETAIL AREA 347 SF FUl1JRE Q I11 V . 1'..': I WW OFFICE AREA 267 SF NON POTABLE ADDITION Z TASTING ROOM 1st FLR 2441 SF I .. N1tlt s 20 TASTING ROOM 2nd FLR 451 SF TASTING ROOM SUPPORT AREA 357 SF STORAGE AREA MAIN BUILDING 216 SF I • ` , — — — .•'°`�`� �' I PRODUCTION AREA 1770 SF co I I LIMO PARKING EARKIN6.ARE - / W dl I I 23 .SPACES EXI5TIN6 I SHEDS: 455 SQ. FT. OILAND,. . S BUILDING , I STORAGE SHED SOUTH 275 SF P VI oN I STORAGE SHED NORTH 180 SF TO REMAIN � z TONE'—' �-- O I B �. . : � TOTAL BUILDING AREAS: 6.304 SQ. FT. 00 z I I ON ASPHALT: .. ,.H AN / I z z4. I SITE DENSITY CALCULATIONS OVERFLOW 5P�tiGES SPACES I u I PARKING ADDITION ' I SITE AREA: 3.7431 AC / 163,049.43 SF I AREA V / ADDITION I o w I � EXISTING TO . EXIS 1NG BUILDING WINERY minus 2nd floor: 5,398 SQ. FT. O I ACCESS O BUILDItt To RELOCATED A I AS NEEDED z : . --EXISTING-------------------- I SHEDS: 455 SQ. FT. Z O FROM MAIN BUILDING CRUSH PAD: 695 SQ. FT. W = O I I DRIVEWAY Q SLAB I I I COVERED TERRACE: 863 SQ. FT. ~ I I I I TERRACES ON GRADE: 2,284 SQ. FT. I I = I I TOTAL: 9,695 SQ. FT. z I I 7 SPACES; O K LOT COVERAGE: I OIL`AND , EXISTING SHED SEE u o I I 1 :,.;. ; ® SHEET #12 FOR I HOUR I = 5.9 /o ACTUAL / 20/o MAX. ALLOWABLE I BLUESTONE QI:AN`t°1,. : FIRE SEPARATION tit cs O PARKING: I I SURFACING ES `. :. pp�R IJyG XI5 DETAILS AND NOTI I I Ofit ASPHALT LIMP_-_ ELEG I dl rn � � 21,717 SQ FT / 13.3 % LOT COVERAGE NS TRA { O LANDSCAPING: G ..Y----- INp,IT . N 131,637 SQ FT / 80.7 % LOT COVERAGE LIM � I RF GE m I I ® ► 56 10 - , 1 . ' o _ PARKING CALCULATIONS 1[1 I N86 051 3011 Vi RETAIL AREA 347 SF/200 SRSPACE 1.7 SPACES mI I I 6 O35011W DUMPSTER MECHANICAL m OFFICE AREA 267 SF/100 SF/SPACE 2.7 SPACES Z I I LOCATION W/ GFT EQUIPMENT TASTING ROOM 3249 SF/200 SF/SPACE 16.2 SPACES J I HIGH CHAIN LINK INCLUDING TASTING ROOM, SUPPORT AREA& MEZZANINE FENCE K/ PRIVACY m STORAGE AREAS 671 SF/1000SF/SPACE 0.7 SPACES q' ' •30" i SCREENZ INCLUDING STORAGE IN MAIN BUILDING AND TWO STORAGE D J SHEDS PRODUCTION AREA 770 SF/500 SF/SPACE 3.5 SPACES U O Y LETTERS ON TOTAL PARKING SPACES REQUIRED 24.8 OR 25 SPACES EXIST. TOTAL PARKING PROVIDED 25 SPACES W/2 H.0 co w ti 2 I A LIGHT W ti feet CONTRASTING GARAGE z le 4 V 5►�E I f COLORL ' E IN te a BACK67ROUNDrn Q w I OVERFLOWPURITA I PARKING20' WINERYNIN I AREAACCESS m I5 NEEDED 5117E YARD _ \\ A I FROM MAIN NEXIST. DRIVEWAY GARAGE wlu I Sours a J • NEW SIGN AT Je ITE I DRIVENA1' ENTRY Long N0 o4s Creek I 50 ha s I 0 O EXIST. EXIST. I ct� RESIDENCE RESIDENCE 2� _ I • I )PROJECT NO: I NEW m 0701 _-- I RIVEWA DRAWN BY: I GRAVEL: ® � (r� � � IN E UT RFACE l� ,VI CHECKED BY: I DEPT DATE: BUILDING DEP I NEW 516N = ? TOWN OF SOJTHOLD Jan. 11 2022 SCALE: 1„ 20f-011 CURB GUT TO BE CROWNED TO _ PREVENT STORM WATER RUN-OFF SHEET TITLE. FROM LEAVING 51TE c� iQ ENLARGED cn RGED Z ASPHALT PAVING SURFACE FROM SITE 1lll I N TOWN ROAD TO 10 FT BEYOND X FROM DRAINAGE BA51N INLET, PLAN 11J 161.53 SPECIFICATIONS TO MEET TOWN z N 86 03' 30 W HIGHWAY STANDARDS ® SHEET NO.: FA v4ftbl %-0 1 t F = 11MLAR%jLD ff'SP& IN' "m v% LM^,a n1141 � UILDNG PERMI""m SET SCALE: 1"=20'-0f1 DATE: JANUARY 11 , 2022 I I � _ I SITE DATA 4 5 LSCTM # 1000-51-03-4.11 L NT IG T5_ - - -- - -- ---- - - - - - - - I t�`fl 0P PROPERTY: 5415 Old North Road ADRESS Southold NY, 11971 OWNER: Claudia Purita 19995 Soundview Ave. Southold, NY 11971 SITE: DEVELOPMENT RIGHTS SOLD - 21.4512 AC DEVELOPMENT RIGHTS INTACT- 3.7431 AC I I \ 1 \ \ NOTE: I TOTAL SITE AREA: 25.1943 AC — ► \ 1 \ 1 5EE 5HI=ET #5 FOR I 5Y TE #I pC I I \ OVERALL 51TE PLAN � 1 SE TIG SYSTEM ZONING: AC O `'EXp1I (I) 2 00 G SEPTIC TANK (ST) I I \ \ 6X GGA _ TEST HOLE I O , I 1 FT D x 4 FT LD (ST SURVEYOR: Peconic Surveyors W 300 I I \ \ \ T INING ELEV + 31.O ( ; I (I) 5 T DIA x 5 FT LD PO Box 909 z W W I \ ALL ;LP `, G A5E TRAP (GT) 1230 Traveler Street �4�— —�� �a� ` _O�� ;�P �; I Southold, NY 11971 (2) 8 T. DI . X 12 FT. HT. O Z I I FUTURE ' I LE CHIN POOL (LP) LICENSE # 49618 55,5. ADDITION > ` I \ � \ \ � �� � ; 1 (I) 8 F DIA 12 FT HT (EXP z� \ ' ` \ / ` ST �` I E AN51 N POOL TEST HOLE BY MARK McDONALD �\ p'• _'(0 1 56 GEOSCIENCE 0 I _ ` bx A \ -f NO SCALE 1 \ I mac- _ `�`O' I / SOUTHOLD, NEW YORK 11971 Q � I TEST HOLE DATA 10/2/07 IRRI6 1TION W�.LL NS r4, RKING AREA Ln I 0.5FT BROWN LOAM OL 08W tSl I I \ \ "NON POTABLE 2 SPACES UP � / I /nw T� wATMV AND \ ENTRY 35 / Edi A 1 3 FT. PALE BROWN SILT ML H I ) d 54.4 \ N BL TONE 35.31 \ / aL I ► IXI SURFA G I PALE BROWN SILTY SANDI O O axla, ON ASPHALTS j I 8 FT. SPACE WITH 10% GRAVEL SM Z I PG Ir 355+ � / � i � I I I / /OVERFLOW _ /D G \ PARKING / ; I BROWN FINE TO COARSE SAND SW Q I / / PARKING b15 -seACE I AREA TH 565 + UNDERGRO ; �- I 17 FT. 0 j i w I r COBB T PI7 W ADDITION PRO ANE I NO WATER ENCOUNTERED 0 O __ ---------ANK, I z U_ 11XIA,Q 1 FJ_- I / /DW GB T/P PARKING _� _ W GONG. -- I LOCAa TIONW +34.4 TYPIAGAL / I I � 355+ I ' 1-11__/ 26 1__/ U_ 20, I I / UNDERGROUND WATER L E, /IL AND 0 ®© I 15" MIN BELOW DRAII GE — 5 \ BLUESTONEj Dw I I LINE (PRESURE PIPE) TYP SURFACING - ex4� EXIS A — A I ON ASPHALT J \ ELEC exe/ 8x8/ II I I P \ TRANP 1 I N ITE Q11, I / Q�� / __--------- ' / ► 170.569 Long m 1 I --- -- ----- - - -- - 0, _ h� oZ` &RAVEL -------------------- - _ 158.0 = 30" Ind o�� ho4 Creek SURFACE .'r----- , �� \ EXISTING UNDERGROUND m 54 1186 05' S5 / 5 Se,Q a m I I I NEW UNDERGROUND 1 N 86 03 50 W 4 = ELECTRIC UTILITIES LINE - / / 55 d .c �' co PUBLIC WATER 56 0 -j / I SIELOW 61ARAnE \ '; 6��0, DUMP5TER / 4 ' ' "S0I / i LOCATION Z 55 U H- L > r °° I II— _ z s w ti I I I I �\Xq GB T/F \ J � 54.0 i �V// Co i LL O I I o Qa W I I o w ! I OVERFLOW \ lu I I 1 ' PARKINGAREA ' ,n \ NEW UNDERGROUND PUBLIC, WATER LINE ' 2"DIA, 54" BELOW GRADE I I \ \ 24, EXISTING UNDERGROUND , \ ELECTRIC 4 UTILITIES LINE I \ PROJECT NO: \ NEW / I 0701 1 \ \ DRIVEWDRAWN BY:AY ' 1 GRAVEL ; UT I \ \ SURFACE / ' CHECKED BY: RPZ 'I VALVE , DATE: I \ \ \ , Jan. 11, 2022 \ \ o SCALE: Q � � 1" = 20'-0" CURB GUT TO BE CROWNED TO SHEET TITLE: ' PREVENT STORM WATER RUN-OFF \ \ FROM LEAVING SITE o lU_ \ m SITE m I Z \ 1 ca 3A7 '� ASPHALT PAVING SURFACE FROM MAIN N ROAD UTILITIES 1- TOWN ROAD TO 10 FT BEYOND f(1 I XI \ \ \ FROM DRAINAGE BASIN INLET, 1111 161.55 \ — 54 SPECIFICATIONS TO METOWN PLAN Z \ N 86 O3i 50 W 31 ET 52 55 i HIGHWAY STANDARDS 50 � GRADE AS REQUIRED TO PREVENT STORMWATER RUN OFF FROM SPILLING ONTO TOWN ROAD i1 -- SHEET NO.: 24 20'-5" BUILDING "tm i"mm LA R D I L A` llxmm SCALE: 1"=20'-0" DATE: JANUARY 11 , 2022 I GENERAL STORMWATER POLLUTION PREVENTION NOTES I II 3 PERMANENT STORM WATER RUNOFF CONTROL MEASURE I I ' SITE DESCRIPTION&GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE ll consist of: Development1.Ins alation of tempoorary this erosion control measures(silt fence barriers),see detail 3 EX1ST I NG 2.Clearing of trees and brush in areas shown on Site Plan 3.Installation of the driveway stabilized construction entrance,see detail 2 I \ LI 0 - - - LAM TO 4.Excavation for a new building foundation(+/-3 ft below finished grade) I 5.Construction of a new foundation I 3 I \ \ - - - - - RMANENT STORM WATER Q I i�EMA I I`l 6.Construction of the new building structure I - - - - - - IMITS OF CLEARING AND RUNOFF CON Q I 7.Site grading from the public road to the area around the proposed building ND DISTURBANCE LL TYPICAL SEE to I I 8.Construction of underground electric and utilityImes from the utility sl 9 9 pole at the road to the new building MPORARY EROSION CONTROL MEASURES DETAIL I 9.Construction of a new underground water line from the public water main under the road to the new building I - - 10.Installation of the septic system PROPOSED SILT FENCE DURING I - - - - - \ FpRM ROAD In I 11.Installation of on site drainage structures(permanent storm water runoff control measures),see detail 1-SP2 o, 50" _ _ - \ GON5TRUGTION 12.Installation of underground piping from utters and downspouts to the drainage structures 15 S� \ \ NOTE• I 13.Filling and grading of soil above drainage structures P 9 r I \ \ \ \ 5EE 5HEET/#5 FOR ~ 1 14.Construction of new terraces I II \ \ \ OVERALL 51 TE PLAN I 15.Construction of new driveway and parking areas including grading and driveway surfacing 16.Installation of new landscaping plants,lawns I \ 1 \ 1 5Y TE I 17.Removal of the temporary erosion control measures _ I I SITE DATA - ' - • �� \ ' -f- • SE TIG SYSTEM O -� Site Area: 25.1943 ac. ICISTING \ \ \ - . . . "i;4 ,;;rl•.:4- I Total Area within clearing limits:56,148 sq.ft. / :y,L.4 :; -: t TEST HOLE Soil Classification:See test hole ♦A Receiving Waters:Peconic Bay V I I \ LN TO r•` Contractor:N/A\ •\ ELE1/ + 37.0 I } I I a '-: f W R�MAINr 1,-P LP I POLLUTION CONTROL MEASURES Z %`O 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: I I ax I I I I \ \ FUTURE ''0 I A.Existing vegetation to remain shall be protected(by installation of construction fence or other approved means)and shall I ADDITION ' ST I remain undisturbed. i - B.Clearing and Gradin shall be scheduled so as minimize to m rnmize the extent of exposed areas and the length of time 1 - O 9 p g e that areas are I / __- O I 36 \ exposed.A maximum of 1 acre shall be disturbed atone time unless written permission is ranted b the NYSDEC.Graded I G'rl P g v AI II \ \ �1 O II and stripped areas shall be kept stabilized throughh the use f tom P orarY seeding 9 as required. Seed mixtures shall b e in accordance with the soil conversation service recommendations.8x4/ C.Bare soils shall be seeded within 14 days of exposure,unless construction will begin within 21 days as sections are \ --- •:>.. --®--- -®- - --- completed,or if construciton on an area is suspended the area shall be seeded immediately. 06 �A�RIC1Nta A1? A'. I a.Seed preparation-scarify soil if compacted,remove debris and obsticiles such as roots and stumps. I I W b.Soil Amendments N STORM WATER d ents PER NE T uP I I sem. I ENTRY 1.Lime h I -r- to 6 0 N�4 MEASURE M I P I- RUNOFF CONTROL <4r I I�1C • /'f: I C0 3: `'c 1 2.Fertilize with 60 6 0 lbs of 5-1 -1 r I DW 0 0 o equivalent ent er acre 14 lbs/100 l� 00 s ft. 1- q � I J P DR WE TYPICAL SEE `�•''_''=.'��'::� :�'» NEW LL I I t �J c.Seed Mixtures DETAIL I X 1.Temporary seedlings s O O A I a.R e ras n : - s(annual or perennial)e a 30 lbs.per acre I I - Y9 ( P c e 0.7 lbs per 1,000 s .ft. J 1 P ( q ) iyi{• 1 t ' r .'� b Certified"A oostook"win er SFr,::-• t e cereal e I `'�_"`�• 100 lbs.per acre 2. I 5 lbs per 1 000 s ft. i ,yuse winter if rye rye)@ , e seeding in ( ) P ( P q' ) rye 9 1 9+ October/November. j. I 1 I - I 2. Permanent seedlings s- See Landscaping plans I DwC1'11I .Vn, II / �86 xl '/ - - I II D.The length n d steepness tee Hess of cleared slopeses shall be minimized to reduce runoff velocities.ties.Runoff shall be diverted away fromm _-- - - 0 C r I Q I cleared slopes.s. E.Sediment shall be trapped on the site and notpermitted toenter adjacentproperties or ubI' c roads or drainage e s stems. O W - I 1 a I II ';•:;�-'�' ';t., t I I Sediment barriers sh II b e installed along the limits of disturbance prior r toth a start of construction and shall be maintained until O construction is om complete. T:. ,.:" :,: .• :.'. . IOL J1- II I DW � .•::.:' .•. •, {•..T:,. ..,-.:2.,.-..i:'',`':.• ,:...;..'..:," .•.:• •'.•. ., ,. ` c,'.;�`'-'c`�*','`'i F.A stabilized const ru tion entrance shall be mai ntained to prevent soil and loose debris from being tracked onto local roads TheLOADIN� ���' construction entrance shall be maintained until the site is permanentlystabilized.An sediment tracked onto public roads to be LU Fi- 'REA removed r cleaned on a daily basis.AORSHEE I 8xl ,. .t::<'::.:•'';"::`;,,:" t;;`.x'<.:,: 3= G.All runoff shall be retained on site in accordance with local regulations and ,, •..'.::..;.:..; ,.. ":;:"`� O approvals. ovals.Drains a inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection.aAN Appropriate means shall be used to control dust Burin construction. H A PP P 6 9 • •• • ' •• "• �I - " . ;,,...',:• : .,. ,=•'••""','.•:....... :... . : .. . . ,. I. Following permanentbilization,paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. I - ''>':'•�1:<.;`:'�:��:��,{t+^��'�� �I ,:... :. ,.':..,.• > ,- ;..•. . J.The contractor is responsible for inspection and proper maintenance of erosion control measures.Inspections `�" ❑❑ .•s:y,.,,,,,r�:,;,:.;;:;::.,>;_;., must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch Maintenance 1 . :.,,., ', ., ,. ,• ,. . ,...; ., ,�.; ,. ., •;^. ..:.. :. :.... :.. .... .: .. t.;>,;',..;,, ., :.:..,.:,• ;' r• � / measures are to include,but are not limited to,cleaning of recharge basins,sediment traps and drywells,cleaning and repair of X STING 1 •.,, : „ :,`, \ LA ANN TO (y repair d cleaning and repair of inlet protection devices. -:'`'» I EX15 / / ^ A / I sediment barriers, of berms and runoff diverters,an K.During h u t e contra r will m l wi h l '+4.�\:':• " :.'. � � contractor co t all local regulations concerning the disposal of solid waste and debris and I � 8x8/ 111 9PY 9 9 P 1 - EEG _ L I toxic hazardous w y�� o c and ha a docs aste as well as sanitary sewer and i I REMAIN S I a septic c s stem regulations.Temporary fencing h r I ,41 N c shall be erected as • - rY P Y 9 P rY 9 I \ shown on I I TRAN N Site Plan along with the placement of Burn stets to control the buildup ofdebris.The con Ractor shall periodically I / , `::�,.."' ;, : ,,., . .;•.,, ,. �-- clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. _ , _- • I The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to -10.561 the Engineer/Architect for revision of the SWPPP where appropriate. mI I I __ ______ ____ '-- .001 11-I �- �� � � DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE I I I -_____--_ -" W Construction materials shall include concrete wood forms,building lumber and associated metal attachments,precast concrete O 54 / 1`«/� septic/drainage structures,prefabricated building components(windows,doors,cabinets,flooring materials,finished roofing and m I I 1 l 86 Oar 50" siding materials,lighting fixtures,plumbing fixtures),gypsum wall board,batt and rigid insulation,piping for plumbing,outdoor Z I 1 N 3C IMITS OF CLEARING AND paving materials. Waste materials shall include demolition materials from the existingbuildingstructure,unused buildingmaterials and products, SYSTEM #2 LAND DISTURBANCE trash from construction workers meals and drinks.Project site shal have a dumpster that all waste marerials will betemporarily RMANENT STORM WATER RUNOFF stored and dumpster shall be emptied weekly by a private carting company. NA5TE NATEP, 5`rSTEM 4 , 5c111 I / z CONTROL MEASURE, NEW DRYWELL � S 56 I I ,\ ' :• ' TYPICAL SEE DETAIL I Y MPORARY EROSION CONTROL MEASURES UJ V 0 O M O. -I- - -- - - - - / \ L N L R * E PROPOSED SILT FENCE DURINGto O r I i CONSTRUCTION SEE DETAIL 5 TOP OF EXI5TIN6 GRADE ~ co P L A NZ W ~ I I GB T/1= \ CAST IRON FRAME AND COVER ~ 54.0 SCALE: 1 "=20'-0" TO GRADE (AS REQUIRED) --� o TRAFFIC SLAB (SEE Q Z MPORARY E1�510N CONTROL M45URE I � ; � PLANS FOR LOGATION5) I.L. I PROPOSED SILT FENCE DURING \ O so' MIN C,oMMERGIAL 30' MIN REIDENTIAL I NSTRUGTION SEE DETAIL 3 I I 1-- . 17 STABILIZED CONSTRUCTION ENTRANCE NOTES: -o I I I i EXISTING EXISTING _ I I 1 i GROUND - PAVEMENT \ ' 1. Stone size-use 2 inch stone, or reclaimed or recycled� " ® ® ® ® ® ® ® ® ® DIA concrete equivalent. D s'� z DRAINAGE i ,.• 3' MIN ® ® ® ® ISI10 BASIN 2. Length - not less than 50 feet(except on a single residence lot where 30 ® ® ® ® ® O apply). TI-RI I .,I I ISI L�,ITL�IIIT o ® ® ® \ I foot minimum length would } ® ® ® ® ® ® ® ® ® } \ LIMITS OF GL ARING A I FILTER MOUNTABLE BERM Q BACKFILL I � I 1 ' 3. Thickness - not less than six 6 inches. 2" STONE OR CLOTH OPTIONAL ® ® ® ® ® ® ® ® ® MATERIAL \ I \LAND DISTURBANCE i ( ) PROFILE ( ) ® ® ® ® ® ® ® ® ® BE CLEAN N SAND I RECYCLED CONCRETE \ I , 4. Width -twelve (12)foot minimum, but not less than the full width at points ® ® ® ® ® ® ® ® ® AND GRAVEL where ingress or egress occurs. Twenty-four(24)foot if single entrance to - I \ site. �r z 1 I \ I 50' MIN GOMMERGIAL GROUND WATER - - - - - - - - - - I 30' MIN REIDENTIAL I \ EXI STING\ 5. Geotextile-will be placed over the entire area prior to placing of stone. PROJECT NO: I NE YIN TO W 0701 I 6. Surface water-all surface water flowing or diverted toward construction • 1 entrances shall be piped beneath the entrance. if piping is impractical,a PERMANENT STORM WATER DRAWN BY: MAIN N I mountable berm with 5:1 I slopes will be permitted. i' p UT NOTE: I \ - RUNOFF CONTROL MEASURE CHECKED BY: I \ \ \ 5EE : i 7. Maintenance-the entrance shall be maintained in a condition which will H STORM DRAINAGE RING TYPICAL / prevent tracking or flowing of sediment onto public rights-of-way, all I 5}�EE'r # s r . NO SCALE DATE: I \ sediment spilled, dropped,washed or tracked onto public rights-of-way Jan. 11, 2022 I \ PERMANENT STORM WATER FOR '51 ' must be removed immediately. RUNOFF GON L MEASURE i = EXISTING ':• `' ;ti:y': 'ti" SCALE: UTI , I O WIRE FENCE W/ 1„ = 20'-0'v 8. When washing is required, it shall be done n n areastabilized with &ROUND !). NEW DRYWELL TYPICAL SEE \ / t g q o a s e I I \ PLN m :� : FILTER CLOTH DETAIL I \ , _ stone and which drains into an approved sediment trapping device. V, � Z SHEET TITLE: \ I \ i 9. Periodic inspection and needed maintenance shall be provided after each rain. w- N O \ \ m X SURFACE SITE 12' MIN. OR MATCH _` FILTER CLOTH MIN. DRAINAGE 1 ' ADJACENT ROAD WIDTH 6" BELOW GRADE _FLOW SWPPP 0 I I \ \ Sxa/ ELAN - m .'S5� \ -� �,� /�\\��� PLAN z e ►61 \2 54 I 2 STABILIZED CONSTRUCTION ENTRANCE 05' 50 Yy \ I \3� �� 31 i NO SCALE STABILIZED GONSTRUGTIO , IO' MIN. TEMPORARY STORM WATER ENTRANCE SEE DETAIL 2 T ; RUNOFF CONTROL MEASURE SHEET NO.: 1 �%NALIEOSION & SEDIMENT CONTROL DETAILS 2 , -s I 3 I BUILDRIMOG MIT SET ` DATE: JANUARY 11 , 2022 LOCATION MAP TIII IG BEARING LOGIGIN&CAST IRON- FRAME ANG GOWER TO GRADE 0 FINISHED GRADE TRAFFIC BEARING z TOP SLAB D'THK .i•. " 7 ^ S.. '•.� _ 0 ZONING INLET MIN 4'DIA ® (>7 9^ PIPE PITCIHD ® IaI ® \ m gp J ITE ? a MIN.V8•n' ® Ig PROVIDE PROVIDEr Big Gih�6 Lon TRAFFIC TRAFFIC F`y.g g BEARING BEARING ELg B Ian SLABS 8" THK CAST IRON COVERS 5LAB5 8" THK CAST IRON COVERS IC RG. CE s � 9 °4s a ? �► °� Creek � e v - f- ZON NG IV . X4868�pl 365.31' 2 0 U_ - INLET = _ INLET - BAGKPIL.MATERIAL -� _ _ - 7p /ry A] TO G�ger MK OUTLET OUTLET Z 3$,/\ /p� 4. MLWpA ` s ' o DRAINAGE CALCULATIONS: CLOn, FLOW - MK 4*viR "x�e FLOW Mnt s'M& >-w W /-y (t) 81 01A_ 'µ'"'r LINE - e v,*;;w,G,�, LINE "'h,m z o V Q -/J 0) `9 ROOF AREA OF NEW WINERY "°'"' _ TOSITH« KEVIN o=N N DRY WELL AREA X RAINFALL X RUNOFF FACTOR KATHERINE �d o w DW "A" C ( ) 6,966 SF. X (2/12 FT.) X 1.0 = 1,115 CU. FT. MONOLITHIC SHANNON c=,3 o ZONING USE: (3))) 8' DIAMETER x 8' HIGH POOLS _ tr (3) 8' ' STORM DRAIN RING HIGH 10113.4 CU. FT. O O MIN.ABOVE AC (4) 8' X 4' STORM DRAIN RING = 675.6 CU. FT. IN 1,689 CU. FT. SOUNDVIEW AVE LLC PROVIDED REQUIRED Q W BAGKPILL MATERIAL TO BE 6•MIN PENETRATION 1 689 CU. FT. > 115 . FT. GLEAN SAND,AND GRAVEL IN VERDIN STRATA '_ " '_ " OF S'ND AM d'VE1. PARKING AREAS D TYPICAL LEACHING POOL DETAIL SEPTIC TANK - 2000 GALLON GREASE TRAP ANN & DRY WELL AREA X RAINFALL X RUNOFF FACTOR N.T.S. N.T.S. ANTON !u (DW) "B" 10,532 SF. X (2/12 FT.) X 0.9 = 1,517 CU. FT. N.T.S. SEPIrIC SYSTEM SEPTIC SYSTEM SEPTIC SYSTEM TURCIC USE: (3) 8 DIAMETER x 12' HIGH POOL 06 LIJ (3) 8' X 12' STORM DRAIN RING = 1,520 CU. FT. - PROVIDED REQUIRED (n _ 1,520 CU. FT. > 1,517 CU. FT. Z TRAFPI PRAME RTO 61111 CAST IRON- FINISHED GRADE SANITARY CALCULATIONS FRANK Z 5 88 26' 50" E 175.00' - DRY WELL AREA X RAINFALL X RUNOFF FACTOR O & (DW) "C" 5,123 SF. X (2/12 FT.) X 0.6 = 492 CU. FT. TRAFFIC BEARIN& I. ALLOWABLE DENSITY DE ICOILA USE: (2) 8' DIAMETER x 9' HIGH POOL TOP SLAB e•THK ' X 9' STORM DRAIN RING = 760 CU. FT. TOTAL ACERAGE: 3.7431 AC (2) 8 -- - 0 (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) PROVIDED REQUIRED Q - HYDROGEOLOGICAL ZONE: ZONE IV FRANCO PURITA 760 CU. FT. > 492 CU. FT. /' WATER SUPPLY: PUBLIC WATER CLAW 2400 DIA ® ALLOWABLE DENSITY: 3.7431 Acres x 600 GPD. = 2,245.8 GPD. PIPE PPITCHED ® �� ® \ ' CHARDONNAY WOODS SITE PLAN APPROVAL NOTES MIN.I/8•n' ® HOMEASSOC PROVIDE II. SANITARY DENSITY CALCULATION O TRAFFIC NEW WINERY SYSTEM #11): (OPEN SPACE) General conditions as per SITE PLAN APPROVAL determination _ SLABS 8"BEATHK CAST IRON COVERS 1. TASTING ROOM (5 GPD /Occupant) dated March 11, 2008 W 5 GPD X 84 Occupants = 420 GPD WILDBERRY AIMI 2. OFFICE SPACE 0.06 GPD/SF LANE a)All outdoor lighting shall comply with the Town Code and be Q z ( ) GHARDONNAY DR. in - 0.06 GPD X 267 SF = 16.0 GPD r I 3. WINE PRODUCTION (0.04 GPD/SF) shielded so that the light source is not visible from adjacent (/) 7 111 . _ ,In properties and roadways. Lighting fixtures shall focus and direct the �; w LL INLET = 0.04 GPD X 1,770 SF = 70.8 GPD I I I BAGKPILL MATERIAL -_ _ _ _ 4. RETAIL (0.03 GPD/$F) light in such a manner as to contain the light and glare within TO BE GLEAN SAND, MIN AND GRAVEL 4'DIA 0.03 GPD X 347 Sr = 10.4 GPD I property boundaries, and be "dark-sky friendly." W 24W Pre Jnr FLOW = WW� CHARDONNAY WOODS VOW v4A" LINE _ � � 5. STORAGE (0.04 GPD/SF) HOME ASSOC FRANCO PURITA 0.04 GPD X 671 SF = 26.8 GPD (OPEN SPACE) I b) All signs shall comply with the Town Code, and must be issued a _ TOTAL SITE DENSITY FLOW = 544 GPDIu I permit from the Southold Town Building Inspector prior to posting. _ I PROJECT NOT OVER DENSITY O 1 MN'AHOVE I c)As per the landscape survivability guarantee, the applicant agrees III. SANITARY DESIGN m I to replace any of the landscaping which is diseased or dead within rl SEWAGE DESIGN FLOW: I three (3)yeas of receiving final site approval after site work is BAGKPIL_MATERIAL TO BE 6-MIN.PENETRATION , „ 1. TASTING ROOM (5 GPD + 2.5 GPD/Occupant) 5 88 26' 50" E 175.0 ' 1 GLEAN SAND.AND&RAVEL IN VER&IN STRATA _ O completed. OF SAND AND&RAVEL 7.5 GPD X 84 Occupants = 630 GPD m 2. OFFICE SPACE (0.06 GPD/SF) r- TYPICAL LEACHING POOL DETAIL SETTLEMENT TANK - 1200 GALLON 0.06 GPD X 267 SF = 16.0 GPD I I d) The site plan approval requires that all work proposed on the site r N.T.S. WASTE WATER SYSTEM N.T.S. WASTE WATER SYSTEM 3. WINE PRODUCTION (0.04 GPD/SF) I I plan shall be completed within three (3)years from the date of the J V �, M 0.04 GPD X 1,770 SF = 70.8 GPD I I final stamp of approval on the site plan. W ° O0 r 4. RETAIL (0.03 GPD/SF) I I _ � � ~ BUILDING WALL 0.03 GPD X 347 Sr- = 10.4 GPD e) Prior to issuance of the Certificate of Occupancy, the owner or ; Z FF EL 37.0 5. STORAGE (0.04 GPD/SF) II authorized agent must request in writing an on-site inspection by M II' GRADE 37.0 FT. 0.04 GPD X 671 SF = 26.8 GPD the Building Inspector and the Planning Board. 0 'D IE`.. +35.06 IE. +34.84 I' MIN. 2' MAX. TOTAL SITE SEWAGE FLOW = 754 GPD ISI Q0. w I f) Prior to the request for an on-site inspection, the I/4"/FT. MIN III. SANITARY SYSTEM REQUIREMENTS \ q p � � TOP OF POOL SEPTIC SYSTEM -754 GPD \ I I TRIBERRY FIELDS LLC applicant/agent/owner must submit a copy of all required approvals GRADE 3"f.75 SEPTIC LE,AOHING 34.501 FT. 1.SEPTIC TANK (ST): 754 GPD x 2 DAY FLOW = 1,508 GAL \ I I I (AGRICULTURAL RESERVE) 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. E. +34.34 BOT OF POOL 2.GREASE TRAP GT \ 1,14"/FT. I' MIN. IE. +34.26 22.501 FT. USE MINIMUM: (8 FT DIA x 5 FT LD \ \ GREASE ( ) p,IGK \ \ g) If the as-built site improvements vary from the approved site plan, 2' MAX. 8 ft. MIN. 3.LEACHING POOLS LP 754/ 1.5 S.F./GPD = 502.6 S.F. \ \ \ TRAP ( )' ZONING \ \ \ the Planning Board reserves the right to request a certified as-built IE. 4.55 55 E. +34.015 USE MINIMUM ( 2 - 8 FT. DIA. X 12 FT. HT.) �� \ \ \ site plan detailing each deviation. IE. +35.45 EFFECTIVE DEPTH ( 2 - 8 FT. DIA. X 11.67 FT. HT.) = 583.5 S.F. \ 5' 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 Board approval, and an such changes without Planning Board SEPTIC PROFILE FOR WINERY WASTE WATER PROCESSING \1 \� \ q C pp Y 9 g _ SYSTEM #1, NO SCALE NEW PRODUCTION AREA I� /I� 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 I legal action. � I 'FF EL 36.3 1' MIN. 2' MAX. TOTAL WASTE WATER PROCESSING 200 GPD i Prior to the issuance of a Certificate of Occu anc the Plannin - WASTE WATER PROCESSING REQUIREMENTS: ) p y' g PROJECT NO: WASTE WATER SYSTEM - 200 GPD CHARDONNAY WOODS �► / � Board will issue a final site approval in writing following a site 0701 - 1/4"/FT. TOP OF POOL HOME ASSOC pp II I/8 /FT. 33.oa FT. 1.SETTLEMENT TANK: 200 GPD x 2 DAYS FLOW = 400 GAL (OPEN SPACE) u1 ��I g 8 ,� inspection, wherein it is determined that the construction complies MENTE LEAOHING (1) 1,200 GAL SETTLEMENT TANK (STL) (8 FT DIA x 4 FT LD) I UJ ISI �, with the approved site plan. DRAWN BY: UT IE. +33.54 TANK IE. +32.54 POOL BOT OF POOL 2.LEACHING POOLS 200 GPD / 1.5 SF / GPD = 133 SF l 11ni EXISTING 9� .� IE. +!33.34 IE. +32.76 O IRRIGATIO SYSTEM #1vNO CHECKED BY: 21.001 FT. USE 8 FT DIA x 12 FT HT POOL (LP) ml I MLL 5EPTIC, EFFECTIVE DEPTH (8 FT. DIA. X 11.67 FT. HT.) = 291.7 S.F. w �' �/ �1 I ® Iii: EXISTING lo' 8 ft. MIN. op u�l I ZONING PLUS 50% EXPANSION (EXP): 8 FT DIA x 12 FT HT / ®® IOFFSITE FIRE DATE: mJan. 11, 2022 WASTE WATER PROFILE FOR WINERY m �� z► I AC # - HYDRANT I I SYSTEM \` ��° I SCALE: 100'-0" z N 86 03' 30" y� I I WATER n SYSTEM #2, NO SCALE WASTE O I92'Oq 5' I _ SHEET TITLE: 86 3� 3O„ � �� ' � N O N 56' 30" E IN ry N OVERALL O BUILDING ° - 6 03' 30" W 170.56, SITE PLAN ZONING O ENVELOPE ALBINA EVEL AC Q C w RI&HTS INT ) WALTER SAWICKI DETAILS Q _ mSAWICKI WALTER WALTER SAWICKI SAWICKI Z NIIN+G `'R CALCULATIONS M '� m C Z 8 03' 30 W I6 53 Nco ENTRY OLD NORTH ROAD SHEET II ZONING ZONING N IT E R-S 0 AC SCALE: 1 " = 100'-0" BUILDING PERMIT SET DATE: JANUARY 11, 2022 I I I I i • I I I I I I I I SHRUBS: HYDRANGA5, 5 CAL, I I I AZALEAS, 3 CAL, HOLLIES, 36" I O I I HT, 6ROUNDGOVEPRE5: VIINCA 4 I I I ORNAMENTAL LIGHTS, I I I 60K BESA 6330 I uj ON AS REQUIRED I Z POLE LIGHTS,70K I BE&A 8141 MH 4 1308HR I I I DUSK TILL 10 PM a QI I I TYPICAL ; :... �{I.T4 I SHRUBS: HOLLIES, 36" HT I I •r�Ai:�'• I Q II I rA_A• r:> I Q I I LOVA r. _ L------- I 06 3" GAL I I I W I I EXI5TINC SPRUCE TREES TO POLE L16HTS,'TOW, �- I m I I BE TRANSPLANTED IN BE&A 6141 MH i 1508HR i I Z I I EVERGREEN SCREEN EX DUSK TILL 10 TYPICAL i I O O I I SHRUBS: HYDRAN&AS, 5 CAL, I I EX GAL, HOLLIES, 36" I I TREE O HT, GROUNDGOYEPERRENIAL5 6330 I Z KOVA EVERGREEN HEDC `• > 0 O 5 IRED I I 3 GAL TAXUS MEDIA HIGK511, 30" i I O I HT, ® 30" OC, HICKS YEW O I I HEDG ---------------- y�A1.1 MOUNTED I ORNAMENTAL LI I 5HRUB5: HYDRAN6A5, 5 6AL, 60W, BE&A 6550&HT; I u 6AL, HOLLIES, 5w- ON AS REQUIRED I HT, CROUNDGOVER5: VINCA d XI5TIN O I I PERRENIAL5 E I I t TREE U LLARD I A DWI IMH,70W, NEW TREE INO :^. ❑❑ I I ZELKOVA N AS REQUIRED 3" I G RY I I NEW E TREE 3 j EXI TING ZEKO A I L ❑ j I ZELK A T�E I I 3 511 G I I I EXI5TIN6 I I TREE I I I I TREE �— I I ZELKOVA I I 3" GAL I I EVERGREEN HEDGE AND DUMPSTER LOCATION W/ EVERGREEN SCREEN PLANTINGS — J NEW TREE FLOWERING SHRUB PLANTINGS 61=T HIGH CHAIN LINK EASTERN RED CEDAR 6-8, ZELKOVA PELAGE W/ PRIVACY COLORADO BLUE SPRUCE 6-8' Shrubs: Hydrongas, 8 al, �r 3" GA ,� 50REEN AND EVERGREEN BLUE ATLAS CEDAR 8-10', a)Azaleas, 3 gal, Hollies, 30 SCREEN PLANTINGS: LEYLAND CYPRUS 6-8', I Landscape Roses, 3 gaall Evergreen hedge: Japanese Holly, 36" ht, ® GRYPTOMERIA 6-8' J V Y — 36" or-, ALL PLANTED AT 7' OG IN _ — — — Japanese Holly, 36 ht, ® 36 oc, W d O BETWEEN EX15TINS ARBORVITAE I NEW TREE I NEW TREE ZELKOVA ti Z � ZELKOVA 3" GAL J M M 3 GAL Q �t a.a Z I W I I I I I NEW TREE I NEIN TREE ZELKOVA ZELKOVA 3" GAL I 5" CAL I i I I I PARK I N6 AREA POLE DRIVEWAY BOLLARD LL MOUNTED WALL MOUNTED GE i L I N6 MOUNTED 516N DOWN LIGHTS, L I GHT5, L I GHT5, RNAMENTAL L I GHT5, FLOODL 16HT5, DOWN LIGHTS, 2-7A TWIN, BE&A 22a5P, _ BE&A W, BE&A 6550 '1OW, '14"75, 50W, BE&A 1224/560, 1800 LUMENS NEN .TREE 70W, BE&A 8141 MHA 1508HR 70W, BE&A 8524 MH, 6 NEW TREE ZELKOVA 6,600 LUMENS 1,700 LUMENS 8 LUMENS 6,600 LUMENS 4150 LUMENS 0701 NO: I ZELKOVA 3" GAL 0701 " 56" PROVIDE 12" DIA 56" DRAWN BY: I 3 GAL PROVIDE 12 DIA, I BELOW &RADE, CONCRETE BELOW 6RADE, CONCRETE UT PIER WITH ANCHOR BOLTS PIER WITH ANCHOR BOLTS I FOR LI&HT FIXTURE BASE FOR L16HT FIXTURE BASE CHECKED BY: I I DATE: I Jan. 11, 2022 I " = 20'-0" SIGN DOWN LIGHTS, NEW TREE SCALE: 1 I 21AW TWIN, BE6A 224510" NEW TREE ZELKOVA SHEET TITLE: GAL I 2 PER 516N DUSK TILL ZELKOVA 10 PM,TYPICAL 3" GAL - SITE I LANDSCAPE & LIGHTING I PLAN SHEET NO.: An mmm, 'mom, A M5 "'moo"' PmL A"q N 0"` I � E LOA' Nu' %mo P � L 1 0"' H T I rV. BUILT G 111' SET A L • DATE: JANUARY 11 , 2022 SCALE: 1"=20'-0" REVISIONS: ADDITION TO EXISTING D3 / 23 / 2022 EXISTING STRUCTURE STRUCTURE 141-41' loll 1 GRADE BEAM 1 SEE DETAIL 1 i 13 13 — — — — — — — — — — — — — — — — — — -- - - - - - - - - - - - - - - - - - -I- - - - - - - - - --- - -- O r - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - -�' • Y 1 1 1 •• I 1 I ._• 1 � , I , I i r J II � • • I EXISTIN6 II Q GRADE BEAM I '' I 12" DIA. 50NOTUBE FILLED rt/ I I • I I %• I FOUNDATION 1 I SEE DETAIL 1 I I GONG. TO A DEPTH 56" BELOW •♦ 13 I I GRADE. FOOTING TO BEAR ON I 1 • I i I .' I 11 Z UND157UPBM SOIL. PROVIDE I 1 .; 1 I ":: I 11 W 5/5" DIA. ANCHOR BOLT ANDi METAL HOLD DOWN CLAMPS TYP I I Z 1 , EXISTING CONCRETE BUTTRESSES TO BE REMOVED TYPICAL CONTROL JOINTS I li a U IN SLAB I °' II06 : I II EXISTING cn - - - - - - - - - - - - - - - -� J a I II FOUNDATION Z O I I ` ) I L 1 Ar L - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - I - - - - -- -- - - - --- - - - I ' I I ❑ ❑ dl L I I ' COMPACT D FILL I o i NEW CONC�TE SLAB ON 1 > = J I GRADEIABOVE l0" FON----� :�: I _ EX 1ST. 5ARN II O o EXIT. I I WALL I �r I II J 1 FOUNDATION W Q Q•' =ry " _+; _♦_. r- ;: '.7.— —.- �—. -;-� —' ^-.-cam•;• �. F I i � [ Q � I I 1,it• :. '•�'�.v•., .i '` . ....•fT..,. :'.f.• •r •I:••:i A.. .♦ '•,•♦�L .: t•a. •II• I � II or IIIb t 1 I I �� I I I I ••�' I 11 II 1 I I I CONCRETE THIO CONTROL JOINTS ( .Il I 11 SLAB SEE BUILDING I IN SLAB I ��I 1 11 SECTION A-II Fr7l � Is- a 1/2" LVL 5- g 1/2" LVL — � 1 FOUNDATION I j I I •'d: I I 1 I I I I - - - - - - — - - - - -- -- - - 1 EXI5TING = ' CONCRETE SLAB I I i� I I I ' I •~ i � .A: I I I I � 1 � •• I I � I I I •, I � � r I I 1 1 I 1 ' • I ...� v Y M I I w � o 12 - - - 1- - - - - - - -� - - - - I I NEW IO" – – I I FOUNDATION 1 — w ti _ " I— —I " I 1 �-L I 1 I _ zit m 3 q 1/2 LVL 3-q I LVL — — — — — — L -- - - - - - - - - - - - - - -- - - - - - - J �.. .,. OC o7, - - - -- -- - - - - - z w w J I I A ADDITION T EXISTING 1 .0 I I I 11 EXISTIN T STRUCTURE i _� USE 100 PWL.L. I I STRUO PSF DL. - - - - - - - - - - - - - — NEW 12 CONCRETE 1 PIER O 24" 50 x 12" DEEP G jI 5- a 1/2" LVL — — — 5- g I/2" LVL j T I N 1 _ I PROJECT NO: 0701 1 I I I I DRAWN BY: UT EXISTING CONCRETE--" N ' 1 I CHECKED BY: BUTTRE55E5 TO BE REMOVED TYPICAL 1 i DATE: Jan. 11, 2022 SCALE: 1/4" = 1'-0" - - - - - - - - - -- - - - - - -- - - - - - - - - -- - - - - - -- - -� SHEET TITLE: - I - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - FOUNDATION L PLAN "STM AMMM TO �T�ucn�e MV5M*sauc e D 12 SHEET NO: BUILDING "PERMIT SET FmOUNDA"I"10off"' m mm" LAINE SCALE: 1/4" = 1'-0" DATE : JANUARY 11 , 2022 REVISIONS: 44,_2„ 20,_4„ ELECTRICAL L E G E IV D 1D 3 / 23 / 2022 101-811ME EMERGENCI' L 1 GHTI NGD 5 / 25 / 2022 3 a' Io° a' s" EXIT EXIT SIGN !N/ EMERGENCY 6 / 2 / 2022 LIGHTING D J OVERHEAD HIGH HAT 30" SQ PIERS 3ADDITION TO EXISTING 34("s x2" THK STONE GOPIN& ON GONG EXISTING STRUCTURE EXTERIOR WALL MOUNTED FLOOD LIGH 5T1?UCTLRE PROVIDE 3" THK CULTURED STRUCTURE x/F EXHAUST I=AN STONE VEENER ON ALL VERTICAL COLUMN W/ IX lo" 50 CASED WD SMOKE DETECTOR SURFACES ABOVE 6-RADE, PROVIDE I TRIM AND (3) W 2x6 STUD Fr-75-1 CARSON MONOXIDE DETECTOR WA CONCRETE FOUNDATION ON 8" DEEP 2X6 POST W/ LL W/ R-III CONC FOOTING, 36" BELOW &RADE I 14 POST CLAMPS HOSE 515IOOF b (2) 2X6 BATT TOP AND I P05T TYP INSULATION BOTTOM .9 STONE I TW26410 TW26410 TW26410 N PIER — — —— — 0—— — — ——— 2zIO_+_ •. — —_ _ D-—_ EXISTING DOORS EXISTING DOORS 2 2x8 ' ABGFI ----- - - - -- - - - ---- - --- - - - - - ---I- - ------ -- I'-6" I'-6" I 1 I (2) 2x6 EXTIN6U15HER II I 1 2) I II I I (3)2x6 POST COVERED POST TYP FHW21611 DOWN TO FD N 0\ I I I FIRESHI=R 0FHW21612xb POST FIRE per foot I EXTIN&UIENTRY WWI (n 4" THK GONG SLAB W/ luno I 1 3-00- +g7,O NTRY 3-0x7-0 1 1+511.0 I I I I 1 6X6 WWM TYPICAL I I FHW 0611 NEW T LE FLOORING 11 1I I I I 1 I W STONE Y" er foot I Ya" per foot = I WITH D PANIC M 1 1 I I 1 1 I O Z i4 p O ST I I ' '► ' BOTH D S rn r GGU ANGY: A2 r v FHwso61 I I I I I C� �I I I I 1 Up 1 r ® r� 1 x LJ L EXIST BARN `� L J 1 440 'Sq,. f t. net HWITH ARD ANI 0 I 1 I �y 1 I I I 1 1 - STAIRS R15ERS W/ GONG TREADS ON 4" THK 1 50 ccupants n BOTH DORS r ( FLS{ 1 I � n x NO 5 III GONG STRUCTURE PROVIDE GONG ON n I 4 -oxo-o ' 2) 2xb sembly d N I No STEP I EX I STI NIS ALL VERTICAL RISERS ABOVE &P-AM, I EXISTING 3-0x7-0.. „ � � POST unto centrated 1 1 I I PHASE I I I I Q PROVIDE 8 WIDE CONCRETE ( 1 CONCRETE 1 I 1 1 1 I I STORAC5E W FOUNDATION ON 16" WIDE 8" DEEP ' (tables and chairs): I i I I OCCUPANCY: 52 CONC FOOTING,36" BELOW GRADE I RE O I FHW21511 15 sf / I GGupant, net FHw21 s11 I I `v I I 1,104 sq,. f t. 6RO55 1 I I PHA5E I 1 I REMOVED I 1 1� TYPICAL 1 L J L J O Q 1 1 4 occupants I I I I OCCUPANCY. 52 Un = r--- --, �---- -� �--- --� � ------� NOTE: I Fr- - O I STONE I i i i i 1 1 W 2X6 STUD AUTO TIC SPRINKLER tI1 ( 1 1 I Low Hazard Storage: I I 1 566 sq,. ft. GROSS Z Q PIER i i DHP310410 i i DHP31i0410 i I 1 DHP3101410 WALL W/ R-la ISD I I 500 sf / occupant 1 1 I I 2 occupants O f— BA-i-r SYSTEM PROVIDED NEW 2x6 5 INSULATION THROU HOUT BUILDING V WALL W/ R-la I I I I I G O Low Hazard Storage: SHOP RAWINGS AND 0.r BATT 300 sf / occupant L--- 1 ' CERTIF CATION TO FOLLOW (� INSULATION NOTE: I 1 5/D 1 2'-6" s' a._4.. 1 FLUSH u I I I 11 1 1 AUTOMATIC SPRINKLER 1 No STEP r, E5515 rI iv' I I I 11 I NOTE: 1 X J 2 DRINKING . I I ( SYSTEM PROVIDED 1 1 I O N = 1 I FOUNTAIN THROUGHOUT BUILDING I AUTOMATIC SPRINKLER - cv EXI TING a'-11" , b" a'-11" i I I I I 1 I SYSTEM PROVIDED Z o L5 I _ I I SHOP DRAWINGS AND I I I Q - 1 1 5/D W 2xb I I I CERTIFICATION TO FOLLOW I I I 1 THROUGHOUT BUILDING W = (2)2x10 ' G/O O 57UD KALL I I I I I 1 1 SHOP DRAWINGS AND F- - Fee; E = o oor indoor I 1 1 CERTIFICATION TO FOLLOW D EXISTING I G O o bles, outdoor 4 Indoor I I O CONCRETE --- -{ 1 g� o ME 1 ME o I I I hairs, temporary unused I I 1 ligg ou oor d indoor 0 �" 1 1 I I Int for wine making, I TO BE E MW ENSU-I r-I ME "' tempora unused kitchen ( I les, outdoor 4 Indoor , � o REMOVED i Funconclintrated Hfq. I 1 B - OIL L J - , - - - L J TO I LET - I- I I equlpmenZ cases of empty wine I 1 ' I irs, temporary tem ora unused TYPICAL L--- OCCUPANCY: A2 11 R�OTl - - -R� - 1 I bottles, outdoor flower pots. I I I for wine making, 1,0 sft. net r I I I "No ALCOHOL STORAGE" I I I tounused kitchen v METAL RAILING " SEE SHEET r SEE SHEET1 , cases of empty wineON BOTHOpants ADD Ys PLYWOOD #I6 #I6 I I I I I 1 tdoor flower pots. WITH NIC SIDES of sbl 5HEATHING �I-1- r r I HOL STORAGE - N RAMP TO MEET 1 y HT OF WALL ONE NEw TILE J .10L NEW TILE I 1 I I I I HARDWA SIDE of WALL OORIN6 1FLOORING IBOTH DO RS ADA, ANSI 17.1 - -- - -- - - - — 44 - -- -- -- - - - - -- -- - - - - - - exira ICG z (tables ad chairs): V STANDARDS 15 Sf / O upant, net N I ry EXISTING DOORS I v �o EXISTING DOORS EXOx wo TASTINCG' ROOM , _b - 1 t�_ ' �� ' E _ "' ILP3082 NEW WOOD F OORING iv ON I-6 rL 13 =m a SEE FOUNDATION PLAN FORCDr (3)2x6 ADDITIONAL IN ORMATION W �' V Y POST xb La M NOTE: 1 3 I STUD w W 0 ° 2 AU I nnA I-r SPRINKLER 1cht 14 I �n J �- E I RE AREAS: Q F_ Cn r--- SYSTEM PqOVIDED 3 3 1 NEW TASTING ROOM: OCCUPANCY: A2, 1,045 sq,. ft. net, "10 occupants F = ti Z � n THROUG UT BUILDING (2 x8 NEW ENTRY: OCCUPANCY: A2, 440 sq,. ft. net, 50 occupants J V M � P6882 SHOP DRAWINGS AND EXI5TING BARN STOR,4GE: OCCUPANCY: 52 1,104 sq. ft. not, 4 OGGU ants ° " 1 m CERTIFICA ION TO FOLLOW p Q n. I 1 F;ZOSTPROOF EX15TING 5TORAGE: OCCUPANCY: 52, 566 sq,. ft. net, 2 Occupants w P05T L----- 3-0x70A IONARY 1 iRY (" D HOSE BIB Uj upAR GONSTRUGTION: 4 I2 4 4-o TOTAL OCCUPANTS: 106 occupants M ° 2 CONCRETE BAR TOP METALDO X P WN P3082 PANEL VERTICAL FAG ON 2x4 � r 1 RA=12 itch, MEET STRUCTURAL NOTES _-- WOOD FRAME WITH NIC I ANSI All-1.1, DITION TO EXISTING HARD WA SE TION 405 XISTING STRUCTURE X (2) 2x8 MIN H D R WALIGINr4Y is i 2 1 4.51.0BOTH DOR A T NDA�5 5 GTURE 4" THK GONG SLAB ry sono in i I - - Nt TYf11 APB = ANTHONY POWER BEAM bXb ww 'IGAL � .0 36.a +36.4 42" H MTL &UAFW RAIL NOTES : '7'-II" VERIFY ' FIRE EXTINGUISHERS (FIRE ALARM WILL BE ii REMOVE EXIST. 2 ) TASTI N �3AR DOOR 4 INFILL PROVIDED AND INSTALLED TO CODE lo' a'-4" " OPENING AW FIRE NEW 4�� THK GONG. --- ;, EXTINGUISHER SLAB REINFORCED w/ bxb , lobo w.w.M. AUTOMATIC SPRINKLER SYSTEM PROVIDED PROJECT NO: j/ j PROVIDE CONTROL 1 0701 'AJi THROUGHOUT BUILDING SHOP DRAWINGS AND/ /' /, % /'% ;;' /' CUT5 AT 20' DRAWN BY: 77 A- INTERV,4L5. (rYP) CERTIFICATION TO FOLLOW UT ABG o CHECKED BY: EXTINGUISHER 12'-0" 1 I6'-8" o T.R. DATE: Jan. 11, 2022 , J ALCOHOLJ J g 1 F I N 15H 50HEDULE: AALL5 GE I L I NG r 3-0x7-0 CONTENT 16 NEW TASTING ROOM: 5/8" GYP $D 5/5 11 GYP $D SCALE: _ „ ME0HC.AN 1 GAL 2 °R L NEW ENTRY: 5/8" GYP $D 5/8" GYP BD 1/4" - 1 -0 --- ROOM 1 WD :% ' ;� '' ° i F OO1 LIi&HTs / / WD NEW MENS WOMENS BATHROOMS 5 8" GYP $D 5 8 GYP BD SHEET TITLE: G o / :, NEW TA5TINCG ROOM SUPPORT 5/8" GYP BD 5/8" GYP $D NEW MECHANICAL ROOM 5/8" GYP $D5/8" GYP $D PARTIAL cxw13 , CxW1 I 1 CXW1 EXISTING BARN 5TORAGE: EX. WOOD 5HEATHING EX. WOOD 5HEATHING FIRST --- - L------J L---- --i L-------j EX15TING 5TORAGE: EX. WOOD 5HEATHING EX. WOOD 5HEATHING FLOOR %XISTINS, �asrlr� �Irot�TO CONCRETE sn�uc�e �asTtNs s�uc'n�e BUTTRESSES ° PLAN TO BE 12 REMOVED TYPICAL 6' 41-1 I' a-8 a'-a" 4'-10" 6" SHEET NO: 211'-2" 10'-2" 30'-5" 20'-10"&-.z M ja % IN Em I S"h U I( Em% Monk At IR 0 L"D IG I T S E T FlKb_ , „ DATE .• JANUARY 11 , 2022 SCALE. 1/4" - 1 -0 ADDITION TO EXISTING EXISTING STRUCTURE STRUCTURE 1 , 13 ALUM. GUTTER (TYP) i i I I I �d „ I I I I o z YMENT) ON -5/4FLY I O z z H_ I I o I I Iw o � EXISTING POOF > (n I z0 o .. I - I z I I Q iz N o I I i O o F X Z ONN VE-1 4TI to I I w O < ; I tv I I I O I i rd E F_ ===F= 11 rn 121 00 1 11V tip o >- rn o ti OF z op Jv �M SLUM. GUTTER (TYP) Q w w A 11 ADDITION TO EXISTING EXISTING STRUCTURE VIA STRUCTURE 1 01 10loI IcoA 00 ol Lk 1 /4 I I ROOFoc SCALE: 1/4" = 1'-0" PROJECT NO: 0701 DRAWN BY: I � UT fj < CHECKED BY: jDATE: Jan. 11, 2022 SCALE: 1/4'1 = 1' - 0" SHEET TITLE: EXISTING ADDITION TO OVERALL STRUCTURE EXISTING X ROOF PLAN D STRUCTURE 12 SHEET NO: rBUIL"U" 11NOG "PER" MimpF SET DATE: JANUARY 11 , 2022 EXISTING ADDITION TO REVISIONS: STRUCTURE EXI5TING L3 / 23 / 2022 5TRUG'NRE Yo D 12 -F EXISTING ROOFING SHINOLE5 NEW CUPOLA ON EXISTING DECKING ON EXIST. WOOD STRUCTURE BELOW. 1- i m A 11 VALLEY DRIP GAP (`PYP ALLEY EXISTING FASO[ RIDGE VENT (TYP) FLASHIN&_\ k8 .EXISTING SHINGLE 51D1N6— ♦^ >- TO REMAIN - PAINTQ� V♦ z O W Z OAS= 5EAM AL16N WINDOW HEADS Ix8 FASCIA Q FRIEZE BD IX CASED BEAM Q Q W TW2 410 TW2 410 TW2 410 ,.�C .i '7" EXIST. IST. W 1 TO REMAIN I IL=Al I �F] P310 10 D 310 10 tD110 Z O Ll EF DETAIL 1, SHEET # O �- STUCCO FIN15H Q EXISTING DITION TO I GONGRETI= FOUNDATION STRUCTURE EXISTING STRUCTURE - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ J - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - LJ - - - - - - - - - -�-J - - - - - - - - - - - - W0 ]Llk I "MmOR" LELEVATION— " VIA. SONOTUBE FILLED D SCALE: 1/4" = V-0" 1 GONG. To A DEPTH 48" BEL w O GRADE. FOOTING TO BEAR ON (n UNDISTURBED SOIL. PROVIDE 5/8" DIA. ANCHOR BOLT AND METAL HOLD DOWN CLAMPS TYP ADDITION TO EXISTING EXI5TIN6 5TRUGTURE STRUCTURE D 12 Q � rn J v Y NEN CUPOLA W � o _ } � ASPHALT ROOFING 5HINSLE5 F. >- N REMOVE EXISTING 51DINS PROVIDE ON 8/4" PLYWOOD DECKING EXI5TIN6 ROOFING 5HIN&LE5 _ Z e CEDAR PERFECTIONS, W/6" +/- _ ON WOOD STRUCTURE BELOW. ON EXIST. DEGKIN6 ON EXP05L RE ON 30# BLDG. FELT ON r EX15T. WOOD STRUCTURE BELOW. J M 5/8" PLYY*XV SHEATHING ON 2x6 m SIDING 0 " FRAME: W/R-IQ BATTING. (TYP) a. q Q Z w 11 w RIDGE VO4T (TYP)_tT IP GAP (1YPJ VALLEY EX15TING FA5G1 PLASFfINb C 13 ROOF cm —EXISTING 5HINSLE SIDING— TO REMAIN 1 CONTINUOUS LINEA IP GAP Ix8 FASCIA W/ GUTTER SOFFIT VENT (TYP) TRIM (PfJ2� CX 13 CX ,1 CX 13' i A l A 31 NEW EXIT DOOR EXIST.B DOOR 1-11_ STATI NARY STATI NARY I W/5/4 TRIM To 1N PROJECT NO: 0701 rip IAIN DRAWN BY: UT N CHECKED BY: — — — — — — — — — — — — — — — — — — — — — — — — — � DATE: STUCCO FINISH an. 11, 2022 SCALE: ��1/4 _ 1�-0 � GONGR,ETE FOUNDATION W/ 11 DAMPPROOFING SHEET TITLE: NORTH ADDITION TO EXI5TIN6 EXISTING STRUCTURE STRUCTURE SOUTH SOUTollm SCALE: 1/4" = 1'-0" ELEVATION SHEET NO: wt'ws` UlLDlhlm' G 'ro" E "mu"hMim"Im SET DATE : JANUARY 11 , 2022 REVISIONS: D3 / 23 / 2022 REMOVE EXISTING SIDING PROVIDE CEDAR PERFECTIONS w/6" +/- C EXPOSURE ON 30# BLDG. FELT ON 5/8" PLYWOOD SHEATHING ON 2xb 12 FRAME w/R-19 BATTING. (TYP) NEW CUPOLA D� RIDGE VENT (TYPa >= Y ry !r ,ginrIX4M --- it O FR4W \� 0 w lo'50 CASM coin OK Z MWAVL'0)2x6 PrL CMW WITH IxIO STRAPPCD AT TOP AND BOTTOM PLR GODB Io„ Ix8 FASCIA W IxlO FRIEZE BD CONTINUOUS LINEAR 3/4x4 TRIM P3 82 6882 P3)82 SOFFIT VENT (TYP) PI Z O 10 CX 1�' 'THICK STONL PAYM ❑ O 4'THICK GONG SLAB11 101 1AW len JE rc to ur I a 14'DIA.50NOTUEC FILUM W GONG.TO � o m c, A DEPM 48'BM-0 4 GRADE.POOTIN6 JE ° TO BEAR ON UNDISTURBED 5011.. HM Pp O FROAVE eL T AtV HO CLAWS. CEDAR PERFECTIONS vilb" Q J HW21611 FHW60611 IHW21611 EXPOSURE ON 30# BLDG. FELT ON ,` O 5/8 PLYWOOD SHEATHING ON 2xb L FRAME w/R-la BATTING. (TYP) I I STUCCO FINISH �;)) M GRADE U) � COLUiVIN DETAIL LJ 12" DIA. SONOTUBE FILLED W/ GONG. TO A DEPTH 48" BELOW GRADE. FOOTING TO BEAR ON UNDISTURBED SOIL. PROVIDE 5/8" DIA. ANCHOR BOLT AND METAL HOLD DOWN CLAMPS TYP WEST ELEVA T1014 SCALE: 1/4" = 1'-0" ADDITION TO EXISTING EXISTING STRUCTURE STRUCTURE V Y W � o � C � w � � 12 _ � Wr- w Azle NEW CUPOLA iD M t 0 CL Q z z w w C9 RIDGE VENT (TYPJ EXISTING SHINGLE SIDING TO REMAIN ON STPWC�I !NSULATM PANEL (909 -01 EXISTING ROOFING SHINGLES ON EXISTING DECKING ON EXIST. WOOD STRJCTURE BELOW. Of IXIO FRIEZE BD our DOOR FLOOD LIGHTS �XFASCIA PROJECT NO: FRIEZE BD 0701 DRAWN BY: UT EXISTING SHINGLE SIDING CHECKED BY: REMOVE EXISTING SIDING PROVIDERIM TO REMAIN CEDAR PERFECTIONS Wb" +/- EXPOSURE ON IS# BLDG. FELT ON DATE: EXIST. SHEATHING ON 2xb FRAME NEW EXIT DOOR Im W/5/4 TRIM Jan. 11, 2022 SCALE: oe 1/4" = 1'-0" SHEET TITLE: PROVIDE CEDAR PERFECTIONS w/6" I 1 EAST +/- EXPOSURE ON 30# BLDG. FELT ON I I & WEST PLYWOOD SHEATHING ON 2xb FRAME w/R-la BATTING. (1YPJ - - - - - - - - - - - - ELEVATIONS ADDITION TO EXISTING EXISTING STRUCTURE STRUCTURE EAST ELEV A TION' SHEET NO: SCALE: 1/4" = 1'-0" rf AA wum'kUlLDlftlmmGItl al DATE: JANUARY 11 , 2022 REVISIONS: 1D 3 / 2312022 Li B L 11 STRUCTURE BEYOND RIDGE PENT ALIGN LINE OF ROOF PITCH CHANGES 12 12 WITH ROOF STRUCTURE OVERHANG AT 6 6 FERMENTATION STRUCTURE PROVIDE LGG FLASHING Y TYP LOW PITCHED ROOF ASPHALT ROOFING, SHINGLES LOW PITCHED ROOF ASPHALT ROOFING SHINGLES INSTALLED INSTALLED PER MANUFACTURERS SPECS, (PROVIDE 0 I°ER MANUFACTURERS SPECS, (PROVIDE TWO LAYERS OF t TWO LAYERS OF UNDERLAYMENT) ON 5/4" PLYWOOD UNDERLAYMENT) ON 5/4" PLYWOOD DECKING ON WOOD 12 ��' NEW PREFABRICATED ROOF `+ DECKING, ON WOOD STRUCTURE BELOW. ♦^ '. STRUCTURE BELOW. 3 TRUSSES AT 24" OG ,�;� AB TRUSSES FOR HVAC i i 2 W O LOCATION VERIFY LOCATION AND i i 12 Z 12" QUANTITY WITH CONTRACTOR i i FASCIA Q TOP OF PLATE Q GYP BD a W . B GYP BBD GYP BD 13ATT GYP BD 06 INSUL CERAMIC TILE INSUL TOILET Z O ROOM D = O F- # 0 0d) t==3 SEE SHEET 14 FOR ADD ENTRY' Q PROVIDE CEDAR PERFECTIONS 6" INFORMATION JIL +/- EXPOSURE 6k 50# BLDG. T ON 5/6" PLY SHEATHI ON -05 RWAR O Q 2x6 FRAMs_ -la BATTING. J NEW TILE NEW TILE W O NG, NG, TOP OF SLAB ADDITION TO EXISTING 44. i •' ''! '` :• :.' ;' EXISTING, STRUCTURE STRUCTURE 4 6x6 W2 P.C. \\/\\/\\ A.4 \/\\ 2 THK XPS R161D IN LATION \ \// ` ,•' //\ /\\/ .'• /\\ NEW GONG N�C \ •. \ FOUNDATION SEE THICKENED SLAB \ ••. \ DETAIL CONTINUOUS POUR E IR NNG S � C�101N' U I L OLO) l r \ \\ SCALE: 3111" = 1'-0" V Y PROVIDE LOC, FLASHING J W m O TYP >' HALT ROOFIN6 SHINGLES ) ON �- opti STRUCTURAL INSULATED PANELS (SIP) ASPHALT ROOFING 5HIN6LI=5, � _ � z � W/ R-50 INSUL ON WOOD TRU55 PROVIDE TWO LAYERS OF STRUCTURE BELOW. UNDERLAYMENT ON 5/4" J UN M M PLYWOOD DECKING ON WOOD O STRUCTURE BELOW. Q a z VALLEY FLASHING 2x PREFABRICATED RIDGE VENT w TRUSSES ®24" O.G. C7 ISTING ILDING 51RUOTURE EXSITING BARN PLYWOOD BOARD SHEATHING FW7, NWA FIRST FLOOR TOP OF PLATE TA571 N& R-50 BATT PROJECT NO.: 0701 ROOM INSULATION 6YP BD DRAWN BY: SEE #12 EXISTING, R-Ia BATT UT FOR SECTIONS BUILDING, INSULATION STRUCTURE CHECKED BY: TOILET _ TOILET DATE: ROOM o BOOM Jan. 11, 2022 SEE SHEET 014 FOR SEE SHEET 5" SPRAY FOAM INSUL INTERIOR ELEVATION #14 FOR STORA&E SCALE: 3/8" = 1' INTERIOR ELEVATION -0" NT IX6 WD FIN. FL ON ROOM SHEET TITLE: 5/4" SUBFL ON 9 1/2" 1 TJI FL JSTS ® 16" OG EXIST. GONG. SLAB B U I L D I N G NEW NEW TILE TILE PATCH AS REQUIRED FLOORING FLOORING . . .. : ... .�. ..' .. SECTIONS � �. ` '• SEEM \ \\ \\ \ \ \\ \\ \\ NEW 4 P.G. SLAB W/ \\ \\ :• /\ EXIST. \/\/\ bxb W2.axW2.Q WWM \ \/\ ;• •`: SHEET N O: 2" THK "XPS" RI61D INSULATION \//• \//\//\//\//\// THICKENED CONCRETE SLAB EXIST. FDN \ \\ MEW& AND FOOTING ts BUILDING SCALE: 3/8" = 1'-0" UILDI '� SET BN DATE: JANUARY 11 , 2022 EXISTING, ROOF PITCH 12" ASPHALT ROOFING, SHIN(SLES ) ON VALLEY FLASHING STRUCTURAL INSULATED PANELS (SIP) NEW 2X10 RIDGE NEW 2X10 RR W/ R-50 INSUL ON WOOD TRUSS PROVIDE 2X10 o I6" O.G. 51 RXTURE BELOW, PLATE EXISTIl TRUSSES XIAO EXISTING OVERHANG TO BE REMOVED U) PROVIDE NEW FACIA, SOFFIT, SOFFIT EXISTING, BRACE FRIEZE BOARD TO REMAIN EXISTING, BRACE O Z PLYWOOD TO REMAIN TAST I NG, EXISTING ROOMSIDING,, SHEATHING, 0 AND INSULATION TO BE REMOVED, PROVIDE a W NEW INTERIOR FINISH PROVIDE NEW R-la BATT INSULATION MIN EXISTING INTERIOR FINISH TO BE 5" SPRAY FOAM INSUL Z O REMOVED AND SAVED FOR FUTURE O F- : REUSE 1X6 WD FIN. FL ON 5/4" SUBFL ON 41 1/2" — TJI FL JSTS o 16" OG \Q O o Z J ILI 0 EXIST. FON / \ \ \ (n AND FOOTING \\/\ \\/\ \\ \\ EXIST. 197N 4 FOOTING U I L D I S E CTT \ SCALE: 3/8" = V-0" \ \\ PROVIDE HURRICANE CLIPS AND' 31_811 NEW �'OI••p` ALL REQUIRED STRAPPING, 13 1 2x4 RR o IG," O.G. (2) 2x4 HEADER 9/4' THK SIGN �— lIt— IX5 FASCIA BOARD PAINTED 2x WOOD BILL ASPHALT ROOFING SHING,LES ) ON I- ADDITION TO EXISTING, STRUCTURAL INSULATED PANELS (51P) (� Y EXISTING STRUCTURE STRUCTURE BTM. OF RAFTERS W/R-50 INSUL ON EXISTING WOOD TRUSS Lu a p c EXPOSED m STRUCTURE BELOW. L �' � FIXED WOOD LOUVER m F. ti WI BRONZE SCREENING _ Z Ism SEMIJ N toW M li M li 'e}' Oa. � Q z z r w w REMOVE EXIB INC m 5HEATNIN& M AREA OF CUPOLA f IDE ROOF SUPP FOR NEW GUP OA WINDOW LOW PITCHED ROOF ASPHALT ROOFING, SHIN&LES INSTALLED PER PROVIDE LGG MANUFACTURERS SPECS, (PROVIDE FLASHING, TYP. I VO LAYERS OF UNDERLAYMENT) ON 5/4" PLY OD DECKING, ON WOOD STRUCTURE BELOW. 12 2 IST NG, STRUCTURE TO REMA N PROVIDE NEW R-19 2X8 G.J. AT IG," 00--\ BATT NSULATION d NEW 51DIN ISTING, STRUCTURE TO BOTTOM OF REMAIN PROVIDE NEW R-19 PROJECT NO.: CEILING,_ IST NG, INTERIOR FINISH BOARDS TO TAST I N& BATT INSULATION NEW 0701 AT 9AFRIEZE BOARD SIDING, DRAWN BY: COVERED ENTRY BE OVER AND SAVED FOR FUTURE ROOM 4x8 ROUG,H SUPPORT UT TCCA SAWN CEDAR CHECKED BY: CONTINUOUS LINEAR PANELS w/ SC,FFIT VENT. (TYP) BATTENS AT SEAMS. O ALIGN WINDOW DATE:HEADERS W/ WINDOWS Jan. 11, 2022 AT TASTING, ROOM 10 ENTRY SCALE: 3/8" = 1'-0" 5" SPRAY FOAM INSUL -`i 1/2" LVL- SHEET TITLE: IMPSON ABU66Z BASE YV 1-5/6xl2N AB.2'x12" FIXeSTAL 5'4 YV FIN. FL ON 2�� THICK STONE " 5"L ON 9 in" BUILDING pA VV 4-" REBAR TJ I FL JSTS o 16" OG X" GYP BD SECTIONS FIRST FLOOR TOP EXIST. FDN WALT OF SUBFLOOR � \/ EXIST. FDN 4 FOOTING /\\/\\/\\/\\/\\/\\/\\ \\/\�/\\/\\ \\/\\/\\/\\/\ \/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\ \\ \\ SHEET NO: \/\/\//\//\//\//\//\ \/ \ \ \ EXISTING, 24'x24"x12" FTG, W/ 2" DIA. SONOTUSE FILLED w/ GONG. TO EXIST. FDN \ CONG SLAB 4-#4 EACH WAY A DEPTH 56" BELOW GRADE. FOOTING AND FOOTING TO BEAR ON UNDISTURBED SOIL. 51 PROVIDE 5/8" DIA. ANCHOR BOLT ANDB U I L D 11'14G SPECTIONBUILDlim METAL HOLD DOWN CLAMPS G ERMIT SET SCALE: 3/8" = 1'-0" DATE: JANUARY 11 , 2022 REVISIONS: Y O cl) >- z 3: Ow _ z EXI5TIN6 ROOF RAFTERS TO REMAIN, EXISTING ROOFING TO REMAIN. MAINTAIN EXISTING LATH. Q 0 W od U) zO O F- EXISTING ROOF Q PITCH O o EXISTING TIMBER z 0 ROOF STRICTURE �W 6L. � �;J) O TOP OF PLATE AT EXISTING TIMBER BENT O i N LEXISTIN6 TIMBER + BENT BEYOND ISTIN6 TIMBER ISTING TIMBER EXISTING TIMBER EXISTING BARN BOARD 5TRUCTL RE STRUCTURE BEYOND STRUCTURE SHEATHIN& TO REMAIN. REPAIR/REPLACE AS REQUIRED () Y *, 0, in (,V a� O � co °° z EX15TIN& ®I o BARN Q W OST' ON" 5T0R>�Gr D Room— "///,–MCONC SLAB GRADEX! K FIRST FLOOR TOP OF SUBFLOOR GRADE EXIST. FON WALL EXIST. FDN WALL PROJECT NO.: 0701 AND FOOTING AND FOOTING DRAWN BY: UT CHECKED BY: T DATE:EXIST11NOG wum" UILDIPMOG Jan. 11, 2022 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING SECTIONS SHEET NO: 41 C�) BUILD111MG PERIVINIT SET DATE: MAY 25, 2022 EXISTING ROOFING TO BE REMOVED PROVIDE NEW ASPHALT ROOFING 5HINGLE5 ON STRUCTURAL INSULATED PANEL (51P) ON EXISTING 5HEATHING 8 WOOD STRUCTURE BELOW. NEIN ROOF C 2 PROVIDE LGG EXISTIN& TRUSS >= NEW FRIEZE BOARD SEAMLESS ALUMINUM GUTTERS ON IxIO FASCIA. 14 FLASHING TYP FRAME TO REMAIN. O EXISTING SIDING REPAIR AS REQUIRED U) �. PROVIDE LCC STEP FLASHING TYP z EXISTING BARN STRUCTURE LOW PITCHED ROOF ASPHALT ROOFING O LV PROVIDE ALL REQUIRED SHINGLES INSTALLED PER MANUFACTURERS Z PROVIDE NEW R-141 BATT NEW ROOF STRUCTURE METAL STRAPS SPECS, (PROVIDE T LAYERS OF 12 INSULATION MIN UNDERLAYMENT) ON WWI PLYWOOD DECKING ON 2 Q B Q EXISTING INTERIOR FINISH TO BUILT-UP WOOD GIRDER CASED IN Ix WOOD STRUCTURE OW. BE REMOVED AND SAVED FOR AND PAINTED PER SPE015. 00 FUTURE REUSE ON SITE Q W PROVIDE NEW Yz" PLYWOOD od EXISTING 51DING, SHEATHING AND INSULATION TO BE REMOVED, PROVIDE NEW INTERIOR FINISH O Q 5/8" 4x8 ROUGH 5A4 N CEDAR PANELS _ w/ BATTENS AT SEAMS. Q 0 FASCIA WITH z J ATTACHED GUTTER W q FRIEZE BOARD BUILT OUT ON 5/4" 6ONTINUOUS BLOCKING. (TYP) � F.NA L L gob"" E I 'do' N SCALE: 1" = V -0" CONTINUOUS O LINEAR SOFFIT REMOVE EXISTING WALL VENT. (TYP) _ BOARDS AND STORE T BE REINSTALLED. PROVIDE RI BATTING (3)2x10 CASED BEAM IN EXISTING STUD FRA CASED W/ Ix TRIM Ix4 TRIM L HALT ROOFING SHINGLES ALLED PER MANUFACTURERS CS) ON 3/4" PLYWOODFmKING ON WOOD STRUCTURE OW. TANK � v AND J w o Vim V BARREL � � � co LU !CASED COLUMN PROVIDE G SING P INTER ROOM U w M (5) 2X6 PTL CASED WITH m o co IXIO STRAPPED AT TOP a AND BOTTOM PER CODE z W W 10" SUPPORT FOR 5/8" 4x8 ROUGH SAW 1, TERRACE PROVIDE CEDAR PANELS w! NEW R-50 BATT #4 REBARS 18" LONG BATTENS AT SEAMS. INSULATION DRILLED 6" INTO FOUNDATION WALL loll24" O.G. GOVRD 5/4x4 TRIM ENT (III p fiZY ENTRY DOOR PITCH Y8" PER FOOT 2x4 PLT PLATE GRADE °. d qq. d :Q Q PROVIDE FLUSH SURFACE: O , O ° d • WITH INTERIOR FINI5HEL► ° / ° . PROJECT NO: FLOOR: a ° 0701 loo d d DRAWN BY: EAM6 " WD ,I &�BUT Y 18" DEEP WI z • B 4 #5 KE CHECKED BY: REBAR5 CONTINUOUS = 5T 12 X>OMXA AB WITH #5 STIRRUPS ® 11 DATE: . . -4 6" 0/C TIED INTO GONG PIERS / ID Jan. 11, 2022 .0`. 0 . \ XP 510 INT SCALE: . B 4 EX T. FD14L SHEET TITLE: d a a, a SUPPORT FOR TERRACENEW 4" THICK GONG. SLAB PROVIDE X211 EXPANSION( PROVIDE #4 REBARS 1811 LONG REINFORCED W 6x6. 10/10 WALL JOINT' DRILLED 6" INTO FOUNDATION WALL ® 24 O.G. 12" DIA. 5ON07LBE FILLED w/ GONG. TO A SECTIONS DEPTH 56" BELOW GRADE. FOOTING TO BEAR ON UNDISTURBED SOIL. PROVIDE 5/8" DIA. ANCHOR BOLT AND METAL HOLD DOWN CLAMPS. 10" SHEET NO: WALL t I 10 1,"Mm SE %w# I ION AT timTRY „ _ SCALE: 1" = 1' -0" SCALE: 1 — 1 -0 BUILDIINIGPERMIT SET DATE : JANUARY 11 , 2022 REVISIONS: O z 0 w Z Q Lu ---- 5" VENT THRU ROOF 12" 5" VENT THRU Z 0 i MINIMUM. ROOF 12" MINIMUM. 0 ~ '� I I I I I I I I i i 0 I ' I Z O I I I W I I I I I I I I I I I I I I I I I I I I WOMENS WASH ROOM MENS WASH ROOM I I EXTERIOR WALLi i � i i i i i ,� i UT I L I JY 51 NK I I I i I I TASTING ROOM SUPPORT BAR AREA I I I Q m IW(13 I I j I I I LLJ o I I I I I � � I I I I I I �.1J m --------- I I I I in � z � - FRE5H AIR a - VENT I I I I w I w I GLEAN OUT FITTING GLEAN OUT F I TTI NG 4" WA5TE LINE 4"X5" G.I. HOUSE TRAP F-- FOUNDATION WALL PROJECT NO: 0701 DRAWN BY: UT CHECKED BY: DATE: Jan. 11, 2022 -mro"t U M BOOM I'M G R I E D I A G RA MSCALE: N.T.S. NTS SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: BUILDIrl"MIG PERMIT SET DATE: JANUARY 11 , 2022 REVISIONS: 48" CLEAR CI" 2D5 / 25 / 2022 3D6 / 2 / 2022 STEEL STALL PARTITIONS. F— PRO\/I DE SOLID BAGK I NG AST VY ` O x4 DR. ALL MOUNTING POINTS. W / GArSING TILE o IG /ANSI I 0 = tu / `Z � OIL�T I m v / TILE E / 36 24 6 R ----R-O O M L — — o / EXIST — STAINLESS STEEL 6RAB �� 1- DOOR BARS. (TYP.) � � O . 41 1=T CLEAR — — — \ z TURNING \ m - O w '-„DIAMETER,-'' -- _ z F— ° ° NORTH 1 EAST uj PAr I NTED GYP. BD. GERA�M I G TILE ON GEMENT � _ SURFACE. (TYP.) BACKER BOARD r - z O 1-611 _ O O 0 � ~ Q Q � -01 z J 4 = w O = m OF w r My O TOILET PAPER aisPEHSER N � x mkv I IBA l” WO EIS 3 WEST 4 SCALE: 1/2" = 1' -0" q" 48" CLEAR CD N07E : w 'o zog L ALL TOILET ROOMS I— _ W O TO MEET I GG/ANS 1 \ J V M M o :: I I GG/�'c I = O STANDARDS FOR � � a m I 1701LE' Wm \ — — Room DSS I GN AND THE \ 2K 6 246 200cf REVISION OF EXIST \ o MIR MIR -71 NES 77tLE-\\ IGG , 117.1, DOOR -- AGGESS 1 BLE AND �, rLOOR USABLE BU I LD I NGS / o < m AND FACILITIES x / x I ; < / = z < '(PRODUCED E3Y THE m _ - AMERICAN / Z - Z _ o — — 5 FT CLEAR NATIONAL TURNING STANDARDS All r = r I D I, MTR.-'' I NSTI TUTS OR ,ANSI) ° I - NORTH 5 EAST PROJECT NO: v 4S" CLEAR 6 0701 DRAWN BY: SIN 2 UT CHECKED BY: Iv p W I -6 DATE: Jan. 11, 2022 SCALE: 1/2" = V-0" SHEET TITLE: TOILET Z _ ROOMS _ 15 _ INTERIOR o ss r O ELEVATIONS ' o a ' SHEET NO: I m ILI I C 'to ri 0 A x FlAm S I "BATIAmm"kOoM S KWEST BUIUDINGPERMIT SCALE: 1/2" = 1' -0" 7 8 DATE. JANUARY 11 , 2022 REVISIONS: STRUCTURAL REV I EN 61' STEVE MARESCA, PE D 6 2 i 2022 IND-BORNE DEBRIS PROTECTION FOR OPENINGS 188-0-7 NEST MONTAUK HIGHNA`r, HAMPTON BA`T'S, NY IIC146 FOR NALL OPE=N I NCS PROTECTION OF 150 MPH S-SECOND NI ND GUSTS PHONE 651 -728 X-450 ( MAX I MUM MEAN ROOF HE I CHT: SSI) 51MPWN LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION PRIMARY 000UPAN0Nr: ASSEMBLI', STORAGE (A-2 Assembly use, drink consumption) 3 DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT SHUTTER ASSEMBLY \ REQUIRED - 24" FROM EDGE (s-2 LOW Hazard Storage) DESIGN IN ACCORDANCE WITH N.T.S. PREFABRICATED TRUSSES 2020 BU I LD I N6 CODE OF NEW YORK STATE ® G OR 2X12 R.R. a I bOG FOR PANEL SPANS: O < 40 WIDE SPAN 24 oAND SECTION 2308 - CONVENTION LIGHT FRAME 23/32 APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD HEIGHT CONSTRUCTION (OVERLAP AROUND OPENINGS 4 ) ALTERNATE POSITION OF i ii Y ASSEMBLY: HURRICANE CLIP USE 55 -C MAX I MUM GROUND SNOW LOAD - 45 PSF. 11 51MPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ TASTING ROOM - IOO PSF. LIVE LOAD #10x3" (w/ WASHERS) GALYINIZED OR STAINLE55 STEEL m WIND SPEED - 130 MPH WOOD SCREW ® I6" O.G. SIMP5ON H2 HURRICANEW ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: IP NAI ED Z FROM RISK CATEGORY 11 #10 TEE NUTS ATTAGHE;D TO BLDG. w/ #10x1-i/2 ( W/ WRAFTER TO STUD. - FIRE AREA ASHERS) SEISMIC DESIGN CATEGORY - B TYPICAL ALL RAFTERS A-2 ASSEMBLY O MACHINE BOLT 12" O.G. COORDINATE E H ENNIDTEGT WEATHERING - SEVERE Buildin Area: 2,552 5F CLIPS FOR TRUSSES 5-2 LOW HAZARD STORAGE 3 FROST LINE DEPTH - 36" �- APA RATED PLYWOOD TO ® .. e� EXTEND TO TOP OF TOP PROVIDE 8d COMMON Bu i I d i n Area: 1,610 5F TERM I TE - MODERATE TO HEAVY PLATE, NAILS ® 4 O.G. AT TOTAL BUILDING AREA: 4 052 SF \ �ESXTEARIONR EDGE OF ALL , DECAY - SL 16HT ICE SHIELD UNDERLAYMENT REQU I RED - YES Q TYPE OF CONSTRUCTION 06 Lu Type 5B construction U) m Z LTIPLE SECTION ASSEMBLY: O0 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 Q 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE 2018 INTERNATIONAL ENERGY W = 5/4" PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3500 P51 CONSERVATION CODE.TO OVER BOX BEAM - TOP P+ BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. O 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE V� SHUTTER ASSEMBLY DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. 2 x 6 ®I6" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. STUDS I?. ALL STRUCTURAL STEEL TO BE ASTM 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 SPANS:4' OR WIDER SPAN FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 1/2" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 2x4 STRONG-BACKS @ 24" OG AROAT NCH R BOL L PLATE 4 - 8d NAILS CONSTRUCTFOUNDATION HASDBEEN DESIGNED MATERIALS. AS SOIL Icf. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 51MPSON MST27 BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1 1/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYIA400D TO 2x4'5: # 10x3" (w/ WASHERS) GALYINIZED OR METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @) 12 O.G. CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ), POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. T. Sd NAILS a 4" O.G. RELATIVE DENSITY. #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL rn WOOD SCREW @ 16 O.G. 21. SMOKE DETECTORS AS REQUIRED BY THE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR `��;f`i 'a'-N_2 x SILL PLATE 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 6 2020 BUILDING CODE OF NEW YORK STATE (� Y #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) AGa TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER MACHINE BOLT 9 12" O.G. ?:; BY TRIPLE UPRIGHTS. ALL HEADERS TO BE W O SEE FOUNDATION DWG. "^`'`•�`'' 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION I,,.., L FOR DESIGN. " , '' " " 11 MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. _ N 5/8 x I2 A.B. ®48 oG. REQUIRING A BUILDING PERMIT SHALL MEET THELu ►� w/ FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL 2020 BUILDING CODE OF NEW YORK STATE i Z14 WINDOWS - GLAZED OPENING PENETRATIONS 23. THE BUILDING GORES ALSO APPLY TO ACCESSORY p Q. PROVIDE FLASHING AT ALL ROOF BREAKS, STRUCTURE DESIGN. z PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS Q IN ACCORDANCE WITH LARGE MISSILE TEST OF w ASTM E laab AND OF ASTM 1886. AND DECKS ETC.. 24. OVERHEAD DOORS TO BE RATED FOR 130 MPH. WIND ,LOAD CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO I I. ARCHITECT NOR ENG I NEER IS NOT RESPONSIBLE ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/ 2020 BUILDING CODE OF NEW YORK STATE THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. SECTION 2305 - CONVENTIONAL LIGHT FRAME CONSTRUCTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES SHALL COMPLY W/ 2020 BUILDING GORE OF NEW YORK STATE TABLE 2304.10.1 - FASTENING SCHEDULE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD 5HEATHIN6 TO BE NAILED WITH 8 d @ 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox.. EXTERIOR EDGES AND 6 d @ 12" ox.. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZE5 BETTER. RAFTER/TOP PLATE 3-8d (TOE NAILED) INTERMEDIATE. h CEILING JOIST/TOP PLATE 3-Sd (TOE NAILED) 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES FLASHING PROJECT No: CEILING JOIST/PARALLEL RAFTER -t-Ibd (FACE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY CONTRACTOR. 1309 o Io ° CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: COLLAR TIE/RAFTER 3-I0d (ea. end 1-1/4" strap) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT BLOCKING/RAFTER 3-Sd (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE GABLE ROOFS RIM BOARD/RAFTER 2_Ibd (END NAILED) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. CHECKED BY: ...:::::.::.... . TOP PLATE/TOP PLATE 3 Ibd (PAGE NAILED) 4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED 0 <' O - 1 11 II 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA TOP PLATE AT INTERSECTIONS 8-I6d (PAGED NAILED) WITH DOUBLE UPRIGHTS, 9-O AND OVER WITH PACIFIC GPI SERIES WOOD-I-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 2-16d (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AS PER MANUFACTURERS RECOMMENDATIONS. WEB NTS BOTTOM PLATE/FLOOR JOIST 2-Ibd (PAGE NAILED) AND FLOOR BEAMS A5 PER IBC 2015 GORE OR AS NOTED STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND JOIST/51LL TOP PLATE or GIRDER 4-Sd (TOE NAILED) 1 11 11 SHEET TITLE: o o - a 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR " \N .................................... Io < o �4B BRIDGING/JOIST 2-8d (TOE NAILED) CIRCULATION IN ROOFS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o BLOCKING/JOIST 2-Sd (TOE NAILED) BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, PERIMETERS. HANDLING STORAGE AND ERECTION OF STRUCTURAL h stairs etc.. ) OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS GABLE ROOFS LEDGER STRIPBEAM 3-16d (FACE NAILED) RECOMMENDATIONS. NOTES & o JOIST ON LEDGERBEAM 3-8d (TOE NAILED) '7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 37-PIloo o �s0 O 100< o X45 BAND JOIST/JOIST 3-►bd (END NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. 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 o 12" O.G.. AT HIGH PRESSURE COMMON NAILS ZONE - 611 O.C.O.C.41 PLYWOOD ROOF DECKING 8d ®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 SHEATHING ad (ONE/RAFTER) WITH RATED GALVANIZED METAL CONNECTORS BY 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO I00< E) ('30 ° PLYWOOD WALL 5HEATHIN6 8d @4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. FACILITATE CONSTRUCTION AND SHALL NOT BE SHEET NO: PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, (P12" O.G. FIELD CONSTRUED AS A CONTRACT BETWEEN BUILDER AND PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR a. NAILING SCHEDULE SHALL BE AS PER THE PORTIONS of PANELS IN HIGH PRESSURE 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. COMPONENT AND CLADDING PRESSURE ZONES ALL 2X6 STUDS SHALL RECEIVE 5-IOD NAILS AT AND PLATE.E. ALL EXTERIOR NAILS SHALL BE GALVANIZED. BUILDING PSET DATE: JANUARY 11 , 2022