The URL can be used to link to this page

Home My WebLink AboutTR-10180A Glenn Goldsmith, President ��0f SOUj�® Town Hall Annex A. Nicholas Krupski,Vice President ,�® �® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 Cou 11,E BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 24, 2024 Sofia Antoniadis PO Box 413 East Marion, NY 11939 RE: 12500 MAIN ROAD, EAST MARION SCTM# 1000-31-14-7 Dear Ms. Antoniadis: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 15, 2024: . RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Administrative Permit#10180A, as issued on July 13, 2022. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, GlXnGoldsmn$h, President Board of Trustees GG/ec Glenn Goldsmith,President �p�0 40, Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski � ,? P.O.Box 1179 Liz Gillooly y • p�� Southold,NY 11971 Elizabeth Peeples ! '�� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: jq X 0as Completed in field by: . L4,10k SOFIA ANTONIADIS requests a One (1) Year Extension to Administrative Permit #10180A, as issued on July 13, 2022. Located: 12500 Main Road, East Marion. SCTM# 1000-31-14-7 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski VIE. Sepenoski L. Gillooly E. Peeples Sofia Antoniadis 12500 Main Road PO Box 413 East Marion, New York 11939 April 1, 2024 Board of Town Trustees 15 Town of Southold ` APR - 2024 Town Hall Annex Building 54375 Route 25 P.O. Box 1179 southold Town Southold, New York 11971 goard of Trustees Re: Request for Renewal of Administrative Permit No. 10180A Project Location: 12500 Main Road, East Marion, New York 11939 SCTM #: 1000-31-14-7 Greetings: I respectfully request for a renewal with regards to Administrative Permit # 10180A. This Administrative Permit is for the modernization and addition to the kitchen on the first floor and to modernize the bedrooms on n second floor with new windows and roof on existing single-family dwelling. Work area is 120 linear feet from tidal wetlands and,100 linear feet of bulkhead. Area within 100 linear feet of bulkhead will be undisturbed. No changes in site condition. Enclosed, please find payment in the amount of$100.00 for the renewal of permit. Should you need any further information or documentation, please feel free to contact me at (646) 201-3560. Sincerely, Sofi Antoniadis Enc. BARGAIN AND SALE DEED WITH COVENANT AiGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) FORM 8002(short version),FORM 8007(1�ng version) r ' CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND kEv1EWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE,made the October,,?/2006, BETWEENMaria G.Xefos residing at 12500 Main Road,East Marion,New York 11939 &Georgia A. Tsismenakis having an address at 2086 East 196 Street,Brooklyn,New York 11229,as Trustees of the Revocable Trust of Emanuel Xefos&Maria G.Xefos dated September 3,2003, party of the first part,and Sofia Antoniadis residing at 1738 Marine Parkway,Brooklyn,New York 11234, party of the second part; WITNESSETH,that the party of the fast part,in consideration often($10)dollars and other valuable consideration paid by the party ofthe second part,does heteby grant and release unto the party of the second part,the heirs or successors and assigns of the patty Ithe second part forever; ALL that certain plot,piece or parcel of land,with the buillings and improvements thereon erected,situate,lying and being in East Marion,Town of Southold,Cd n;of Suffolk,State ofNew York,more particularly bounded and described as follows: BEGINNING at a monument on the southerly line of the Main Rbad(NYS Route 25)at the northeasterly comer of the premises described herein and the northwesterly comer of land now or formerly of Hukill;from said point of beginning running along said land now or formerly of Hukill,throe courses: (1)South 35 degrees 21 minutes 00 seconds East,a distance of 20.62 feet to a monument;(2)South 32 degrees 55 minutes 00 seconds East,a distance of 93.87 feet to a monument;(3)South 35 degrees 21 minutes 00 seconds East,a distance of 55 feet to ordinary high water mark of Orient Aarbor; THENCE South 37 degrees 51 minutes 40 seconds Wgst along a tie line along the ordinary high water mark of Orient Harbor a distance of 201.51 feet,to land now or formerly of Alma Knox; i THENCE along said land,North 26 degrees 41 minutJs 00 seconds West,a distance of 552.62 feet to said southerly line of Main Road; , THENCE along said southerly line,two courses: (1)Notch 85 degrees 55 minutes 40 seconds East,a distance of 48.81 feet;(2)North 80 degrees 11 minutes 00 seconds East,a distance of 79.91 feet tb the point of BEGINNING. BEING AND INTENDING TO BE the same premise9 conveyed to the grantors herein by Deed dated September 3rd,2003,recorded November I",2�103 in Liber 12281 Page 545,DT# 03-13604. Said premises commonly known as 12500 Main Roadj East Marion,New York. Subject to a life estate ieserved herein in favor of Mara G.Xefos as to the sole and exclusive use,control,possession and occupancy of the premises during her lifetime. Life tenant' shall pay all maintenance,repairs,insurance and real estate toes for the premises for so long as the life tenant continues to occupy the premises. 's TOGETHER with all right,tide and interest,if any,of the party of the first p{1rt in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party f the fast part in and to said premises, TO HAVE AND TO HOLD the premises herein gmtcd unto the party of thelsecond pact,the heirs or successors and assigns of the party of the second part forever. AND the parry of the first part,covenants that the party of the first part has nJt done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the parry of the first part,in compliance with Section 13 of the Lien La*,covenants that the parry of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same fits[to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.7 The word"parry"shall be construed as if it read"parties"whenever the sensel{of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF. \/ '/ G. Georgia A.Tslsmenakis i i t i C0�V i i i t Acknowledgment by a Person Within New York State(RPL§309-a) i STATE OF NEW YORK ) COUNTY OF SUFFOLK )ss.: i f On the_2Zff day of + in the year-2?d 6 ,before me,the undersigned, personally appeared Maria G.Xefos,ttee of the Revoc Tr of Emanuel Xefos&Maria G.Xefos,personally known to me or proved to me on the basis of satisfactory evidence to be the indivi4al(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that she executed the same in her capacity(ies),and that by her signatur(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. MARIA THOMAS �W-y Public state Of New Yolk No.4838837 (signature of individual taking acknowledgment) t rurtWion En*e3 May 31.2027' i Acknowledgment by a Person Within New York State(RPL§309-a) STATE OF NEW YORK ) j COUNTY OF .?9.1Z4R // )ss.: r On the day of� �e,� ) in the year?B before me,the undersigned,' personally appeared Georgia A.Tsismenakis,trustee of the Revoc Trust df Emanuel Xefos and Maria G.Xefos, personally known to me or proved to me on the basis of satisfactory evid ce to be the individual(s)whose name(s) is(are)subscribed to the within instrument and acknowledged to me that 4he executed the same in.her capacity(ies), and that by her signature(s)on the instrument,the individual(s),;or the pe on upon behalf of which the individual(s) acted,executed the' trument. MARIA THOU I Notary Public State Of New Yolk No.4838837 (signature an office of individual taking acknowledgment) jCommisslon Expires May 31.20U7-- Deed Title No. District 1000 f Section 031.00 Maria G. Xefos & Georgia A. Block 14100 Tsismenakis, ttees of the Revoc Tr Lot 007.000 of Emanuel Xefos & Maria G. County or Town Suffolk Xefos Street Address 1*0 Main Road To Ea§t Marion,New York 11939 Sofia Antoniadis Return 4y Mail To: Georgia A.Tsismenakis,Esq. Law Office of Georgia A.Tsismenakis 2086 East 19th Streeti , Brooklyn,New York 111229 Reserve This Space For Use Of Recording Office i i i I I -Z- i 125335 125335 Safety Features Used In This Form 1. Watermark on back is visible when document is held up to a light source. 2. Press number on document. 3. "VOID"appears on photocopies made on either a black and white or color photocopier. 125335 1, ELIZABETH A NEVIL LE, REGISTRAR OF VITAL S f`ATIS T ICS OF THE TOWN SOUTHOLD HEREBY CERTIFY THAT THIS IS A T t AND CORRECT COPY, Signed Dated._ Glenn Goldsmith, President ��f ®� Town Hall Annex A. Nicholas Krupski,Vice President A�� ®� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed When project complete, call for compliance inspection; Glenn Goldsmith, President ®F s®�/�y Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Elizabeth Peeples � ® � Telephone(631) 765-1892 `� Fax(631) 765-6641 l�eou V, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10180A Date of Receipt of Application: June 17, 2022 Applicant: Sofia Antoniadis SCTM#: 1000-31-14-7 Project Location: 12500 Main Road, Greenport Date of Resolution/Issuance: July 13, 2022 Date of Expiration: July 13, 2024 Reviewed by: Eric Sepenoski, Trustee Project Description: Conduct construction activity within 100' from bulkhead for the addition to first floor and second floor of dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Igor Gurevich, P.E., received on June 17, 2022, and stamped approved on July 13, 2022. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. -� 4e� - Glenn Goldsmith, President Board of Trustees - = i noll ate p Q l -,C I, 9a : e -> CR�. aL D' N � 4 1 mgr_ N �w cn z :Tr- ° = EAS M n I O N t o � � ✓ o Q B+DSGOLF AND _p* ww Lu LAND.-.-,:OF XEFOS AND _ANTONIADIS �:. ca g° - - Q SCTM #1000-31 14 7 s .r PROPERTY LOCATION (SITE ACCESS VIA E C E I V E _ X �- �' ' �` \� SUBJECT PROPERTY) 0NEW JUN ) 7 2022 ¢ � � � G Rpe t�,p 19D SotmoldTmn w LOCATION PLAN Board of TNSIE£3 z -25'± SCALE: 1" = 200' l all Sa u. QFC 070721 Cdr APPROVED °�' Z PURPOSE ��OF 5 1 . RECONSTRUCTION AU�HEAD. ILIZATION OF =BOAR[ OF I RUSTEES w 100' STORM DAMAGED B -TOWN OF-.SOUTHOLD 0 0 PROPOSED WORK: I _ - 10 1 . REPLACE APPROXIMATELY 200' OF BULKHEAD AND 30' RETURN ON LANDWARD SIDE. MATERIALS TO BE ®ATE AUL �� 2027 18' WIDE NON-TUR HOT DIP z BUFFER 'CONSISTING TREATED LUMBER AND VINYL SHEETING, OF STEPPING STONES GALVANIZED HARDWARE MEETING ASTM A-153- ND PEBBLES 135 �\�G ::.":::::. + ' 20 2. REPLACE STAIRS TO BEACH WHICH WERE DAMAGED ,. BY STORM. REMOVE EXISTING 3 STONE TOE ARMOR TO CONSIST OF 1 -2 TON QUARRY PILES STONE OVER 50—.100 POUND CORE -STONE ON OLD BEACH FROM THIS AREA FILTER CLOTH. �- ULKHEAD Q RETURN p+ -�-I'+ 1-2 TON QUARRY ::_:.::. ��y P 4. REPLACE EXISTING DECK ON LANDWARD SIDE — 18x24' p ++OO-- STONE TOE ARMOR :...... : • Po g �� IN KIND IN PLACE WITH NON—TREATED WOOD AND ) �`�`F'\�G P NATURAL STONE. J pppp O��P� 0 SOUTHWEST CORNER DETAIL _. . �Q�PS o� �o\, P�\V REMOVE ALL OWNER — EXISTING LIGHTING SOFIA ANTONIADIS AND MARIA XEFOS , 3/12/09 CHANGES PER'REVIEW COMMENTS N.T.S. "--::: -{• ��Q` �rL ��' FROM BULKHEAD, REV DATE DESCRIPTION , ; a++0 Q Q �\F, 12500 MAIN ROAD BULKHEAD REPLACEMENT WORK, o+000 c,F, c�F, -�O �O EAST MARION, NY 11939 SOFIA ANTONIADIS AND MARIA XEFOS opo oQo'� SCTM # 1000—.31 -14-7 12500 MAIN ROAD 0' Q�p�� P� EAST MARION, NY 11939 45' 4 ` ` A P �\� PREPARED .BY: IGOR., GUREVICHI P.E. V IGOR -GUREVICH, P.E. •1821 EAST 33rd STREET PROVIDE SILT CONTROL BOOM PN\\,� OQ� BROOKLYN, NY 11234 DURING CONSTRUCTION \ P1821 EAST 33rd STREET LOT PLAN BROOKLYN, NY 1 1234 DATE:Oe-04-O8 DRAWN BY: I.c. FD B : NAME B_ SCALE: 1" = 40' SCALE:NONE CHECKED BY: I.G. or: AMY ' 9 O \ 1 A ' D l �0 � _ � ` h ' �3 X119 ' 0 w EAS M^ ION 0 o isLANDS w LAND -OF XEFOS AND ANTONIADIS �.. -31 -14-7 _ � PROPERTY LOCATION SCTM #1000 (SITE ACCESS VIA E Cv E a V E . ry _ o .r- -� - �� Q�o/,�� SUBJECT PROPERTY) 1 `Q D s� � ®� tsEiM JUN '17 2022 Q. " ��( r1 c\ �� Gv�Eyr �P wLO'CATION PLANSoutholdTown Board of Trustees z 25'f SCALE: 1" = 200' = I 070121 Q PURPOSE °oROF S��®� , I 1 . RECONSTRUCTION AND STABILIZATION OF 100STORM DAMAGED BULKHEAD. i 0 PROPOSED WORK- s 10 1 . REPLACE APPROXIMATELY 2.00' OF BULKHEAD AND 18' WIDE NON-TUR 30' RETURN ON LANDWARD SIDE. MATERIALS TO BE I 0 BUFFER CONSISTING TREATED LUMBER AND VINYL SHEETING, HOT DIP Q of STEPPING sroNEs _ GALVANIZED HARDWARE MEETING ASTM A-153. J ND PEBBLES ::':: { \�G :.': ::::: :: 0 20 2. REPLACE STAIRS TO BEACH WHICH WERE DAMAGED 135 �,I-ASO G�F�Vit,:: :':'+ BY STORM. GF. � REMOVE EXISTING 3 STONE TOE ARMOR TO CONSIST OF 1 —2 TO.N QUARRY OLD BEACH PILES STONE OVER 50—.100 POUND CORE STONE ON FROM THIS AREA BULKHEAD p� ;�`�:.. �`:== FILTER CLOTH. RETURN. +-� : - :: �� :::: ' P REPLACE EXISTING DECK ON LANDWARD SIDE — 18,'x24' -I" -2 TON QUARRY S 4. R o -f -I- ... ,� o ++ 00-- STONE TOE ARMOR :::.: POG P��- IN KIND IN PLACE WITH NON—TREATED WOOD AN ` o 0 (TYP.) �,��`�� NATURAL STONE. 000 i SOUTHWEST C 0 R N E R DETAIL �P� o� �� REMOVE ALL OWNER ER 312/09 CHANGES PER'REVIEW COMMENTS i = �F-Q \�S C� P — EXISTING LIGHTING SOFIA ANTONIADIS AND MARIA XEFOS I N.T.S. {{ O��Q 1�rL �' FROM BULKHEAD. REV DATE DESCRIPTION 0 12500 MAIN ROAD BULKHEAD REPLACEMENT WORK. °o°°0 S �S�c�� Q�� EAST MARION, NY 11939 SOFIA ANTONIADIS AND MARIA XEFOS p oe '� Qv SCTM # 1000-31 -14-7 12500 MAIN ROAD 0' Q�P�� ` ��\ ' EAST MARION, NY 11939 pMN 45' 4 '� C ` PREPARED .BY: IGOR... GUREVICH, P.E. �� IGOR GUREVICH, P.E. •1821 EAST 33rd STREET PM O� BROOKLYN, NY 11234 PROVIDE SILT CONTROL B00. 1821 EAST 33rd STREET ID DURING CONSTRUCTION PLOT - PLAN DATE:D5-04-0e DRAWN Br: I.G.I-G CAD.\BLE NAME BROOKLYN, NY 1�1234 SCALE:NONE CHECKED BY: I.G. SCALE: 1" _ •40' GENERAL NOTES: SAFETY NOTES:RESIDENTIAL RENOVATION&CONSTRUCTION CONTRACTORN 0 T E S General Notes: 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD.NEW YORK,2015 INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT,AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES_ Wood: 1. All studs to be SPF#2 or hatter,and all other structural wood to be Douglas Fir$2 or hetten 2. FIRE SAFETY: 1• ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK,2015 2, All structural wood shall be in accordance with the national design specifications for wood construction-latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA /`�+L�1+DI3Q1G ASS"T3,TIL' INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B.LOCKED AREA mddmsm a eam.awdraa,•ewwnsa 2. IJTILTfY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C.ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF4. Pre-manufactured trusses. D.ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH P03MIGS phone;(6311433-MMBUILDINGS,OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS, Qb1 a. All trusses shall be'shaped'as shown on architectural cross sections. MATERIALS ARE TO BE KEPI AWAY FROM HEAT. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTIiOLD,NEW YORK,AGENCIES b. Trusses shall bear a boco number and shall be manufactured by a registered manufacturer. TaJflrld,NavYat 11971 E•Ma3 d510epx5wol 3. MAT MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK E.ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. S. Erect and brace trusses in accordance to truss plate institute recommendations. F.ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Opf1pi ''°a� °Ac"�p11 uc 4. 6. Plywood sheathing. G.ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHiv&USE OF THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER. a. All plywood shall be in accordance with the American Plywood Association (APA)specifications. DOCUMENTS: 5' b. PI ood sheothin shall be continuous over two or more ens with rain of face pp CONTRACTOR,AT ALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS,OR ANY FLAMMABLE These drawings and fl h n mdudin the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED yw 9 P 9 plys across supports spec'ca'o s' g CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. Ideas,deslIn and arrangements represented REMOVAL TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, The property of reef DESIGN be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention)SYP #2 or better. 3. DUST CONTROL• ASSOCIATES,LLC•others part thereof shill ec copied,disclosed to others or used In connection 6. with any work pr proJeet°Nee than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA they have been prepared wiNout written consent. PLUMBING, ELECTRICALS,ETC. a. Framing Lumber. OF(north)No.2 or better B.CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7, E 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN THROUGH FV 95 PSI C.HEAVY DROP CLOTHS. B. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. Fb -825 PSI DEBRIS, DIRT,AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSEVE ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR 71RADES,WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. _ a. Laminated Veneer Lumber(LVL.): 9. E= 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv=285 PSI DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb =2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS:SIAM TO 6PM,MONDAY TO FRIDAY, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SEQUEL BE PROPERLY CAPPED OR PLUGGED. B.EXCEPT LEGAL HOLIDAYS. 11. KEHL DESIGN ASSOCIATES,I.I.C.NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR.VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE RENEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC.NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR,BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER,OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES U.C. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED,AND WILL NOT CREATE DUST,DIRT,OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONUTIO IN REGARD TO RESOLUTION. CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFELY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY UNES WITH THIS AND RELATED SITE WORK,AND THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS,RECONNECTIONS,AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC.SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTMTY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL,PLUMBING,AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE.ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDERD FULL 'LITY FOR ACCIDENTS OR DAMAGF_ IF SAFETY CONDITIONS FOR LIFE AND PROPERTY AS UNSATISFIED. WORK NUIES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PRONGED BY OTHERS AL50,THE CLIENT AGREES, RELATED TO HIS ACTIVITY.SF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW,TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES,LLC.HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE,HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR,KEHL DESIGN ASSOCIATES LLC, LIAARISING OR ALLEGEDLY ARISING OUT OR COST INCLUDING REASONABLE ATTORNEYS PROFE9S FEENAL SERVICES NDOSTS OF PROVIDED NDER FOR THE INJURY AGREEMENT.R ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR 7 PROVIDE SINGLE AND MULTIPLE-GLE OR STATION NATION SMOKE ALARMS AS ACCORDANCE WITH 20 5 VELL AS CARBON INTERNATIONALL RESIDENXIDE TIAL CODE CONSTRUCTION CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED 03Y A GROUND WIND sasMlc suaJEcr TO DAMAGE MOM DESIGN ICE swan RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROFESSIONAL SNOW DESIGN FROST ONE DESIGN UNDERLAY- FLOOD WINO EKPDSURE LOAD SPEED m h CATEGORY WEATHERING DEPTH liR1IlE DECAY TEMP. MENT REOUIRED HAZARDS CATEGORY 25 me/eqN 130(mph) a SEVERE 3'-0' MODERATE To HEAVY SIGHT TO MODERATE ll degrees YES t9ea/lase C NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA25 1607.1--Unved WNWUM UNIFORMLY DISTRIBUTED LIVE LOADS Lo UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADSq ALL STRUCTURES TO CONFORM WITH THE WTERNATONAL RF9DfURTAL CODE OCCUPANCY R USE UNIPORN CONCENTRATED SECTION 1609 KIND LOADS NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(,)AND OCCUPANCY CLASSIFICATION(.) ZS RESIDENTIAL ONE-ANO-TWO FAMILY DNfl1ING5 (Pati LPaa"da) 16091 2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE' 10 IN WINO-BORNE DEBRIS REGIONS,GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECIECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS OF AN APPROV UNINHABITABLE ATTICS WITH LIMITED STGRAGEL 1 k 20 REFERENCED HEREIN A ED IMPFOLLOWS;ANT STANDARD OR ASTM E 1998 AND ASTM 1888 ACT RESISTANT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3(SINGLE FAMILY) TE OF CONSTRUCTION(CHAPTER 6) HABITABLE ATTICS AND SEEPING AREASI, 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET(9144mm)OF GRADE SAL MEET THE EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE W REQUIREMENTS OF THE LARGE MISSLE TEST OF A51M E 1996. TWE 'rRQUP BALCONIES(EKIERIOR)AND DECKS (e) 40 2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET(9144mm)ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASIA E 1896. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V ET ALL OTHER AREAS' 40 - EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. HEIGHT AND FIRE AREA STAIRS AND EX7S 40 J00( 1.WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 31a INCH(11.1mm)AND ONE-AND TWO-FAMILY DWEU_NG9 MAXMUM PANAL SPAN OF 8 FEET(2438m)SHALL BE PERMITTED FOR OPENING NO SUBSTITUTIONS ' PROTEC710M IN BUILDINGS WITH A MEAN ROOF NO HT OF 33 FEET(10,058mm)OR HEIGHT FIRE AREA FOR S:1 INCH=25.4mm.1 SQUARE INCH=645.16 mm2,1 SQUARE FOOT=0.0928 mo LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY.PANELS SHALL 1 POUND PER SQUARE FOOT-0.0479 INI 1 POUND a 0.004448 M. BE PRECUT 50 THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE Alt framing hardware shown on these plans, HB.HT.R I DIN 1 POUND PER CUBIC FOOT=16 kg/N2 OPENING CONT REG THE PRODUCT WITH THE GLAZED OPENING.D S PANELS SHALL BE unless otherwise Indicated, Is SimStrong-Tie. ANION IA®'� THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS ATTACHMENT O FOR THE ANCHORAGE METHOD AND SHALL BE SIGNED O Simpson PLANE TO THE AVERAGE HEIGHT OF a.THE CONCENTRATED KNEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY REST THE ATTACHMENT HARDWARE PROVIDED.ATTACHMENT SHALL BE ACCORDANCE EO 70 No substitutions are approved or authorized. THE HIGHEST ROOF SURFACE UNUMTITO AREA 4,5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS SITANTDETERMINED W ACCORDANCE WITH .27'-qq}NA AS PER CHAPTER 5 OF THE 3 STORY THE PROVISIONS OF ASCE-7,WITH CORTLY INSTALLED BUILDING I HARDWARE INTERNAIIDNAL EI C APSENDAL CODE PER TABLE 506.2 L UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships of framing hardware to RESIDENCE BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES,OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET(13,T6mm)OR LESS WHERE the other components of the structure, an framing UPDATED'MIH THE 2016 ARE NOT TWO OR MORE ADJACENT TRUSSES PATH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH p y INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCITES IN'MOTH, (63 m/e). hardware Substitutions WILL render these plans OR GREATER,'WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and void, and Will result In the Installer/contractor lO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS 2.(LAZING IN RISK CATEGORY I BUILDINGS.INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and `lam®MAIM ROAD FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASS,WITHOUT performance of the entire TOTAL HEIGHT FRO.RIDGE TO GRADE 34'-5A' J.UNINHABITABLE ATTICS KITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. P system, Pry THE ROR E ADJACENT TRUSSES WITH WEB CONFIGUR OR TI NS CAPABLE OOR WHERE F ACCCOMMODRE An A Two AN 3.GLAZING W RISC CATEGORY II,In OR IV BUILDINGS LOCA70 OVER 60 FEET EAST MARION,N F 18939 ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN (18,288mm)ABOVE THE GROUND AND OVER 30 FEET(8144mm)ABOVE AGGREGATE LUMBER SPECIES AND GRADE DEE PLANE OF THE TRUSS SURFACE ROOFS LUWTHINCIE].1,500 FEET(458m)OF THE BUILDING SHALL BE PERMITTED TO BE uNPR OTECTm. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL NPR THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUES CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGAs FIR-LARCH d2 AND BETTER BOTrO.CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE L TINE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EM.DECK FRAMING MATERIAL GCA NO PINE 12 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE NOT LESS THAN 30 INCHES GENERAL NOTES IL)THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WINO-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1.AF&PA WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2 INCHES VERTICAL TO 12 UMTS HORIZONTAL STRUCTUAL PANELS o,b,a,d THE REMAINNG PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AISI STANDARD FOR COIR-FORMED STEEL FRAMING- DESGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACNG(NOTES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISIS-230) OTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TWE PANEL BEAN 4 FEET<PANEL a FF£f<PANEL 119E RMS a M MUM OF TIE SONE AND ARE TIE R 0.0 fY IF TIE EX.CRAWL SPACE NA K.ATTIC SPACE5 SERVERS)BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED 5 4 FEET SPAN 5 B FEET SPAN s e FEET 3.ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) DESIGN PRIFM U1 IFICE SFA 6 KRIS)HUM UNGENEHIS WLL HE NEW BASEMENT 1704 vq.R TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING R(IRCUTD ill DE TWAT D)EHT Of TIE UI OW911I6 SOUL WD'JT ALL EX BASEMENT NA ROOMS Na 8 WOOD SCREW- ROD 0001111113 AVD RO✓976 ND BE SM P.F39S31E FOR FDD FIE THE EX FIRST FLOOR NA BASED ANCHOR KITH 2 16 10 8 MESON PRQTES UL,Ll91NES XO Lmff RR 11Y9Dd BE TD MDDDIN IR NEW FIRST FLOOR 1704 0.q.R INCH EMBEDMENT LENGTH U90 sPYDI FIDD aTOlIE6 RD IN NnD06 DA4D 001 fOIENTS XDI NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO.10 WOOD SCREW- FOWT ADONAUD®AS REM i0 DE.4 FLA'S EK SECOND BOOR NA OF THE INTERNATIONAL BLUING CODE UPDATED K1TI1 THE 2m6 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 NEW SECOND FLOOR 1704 0.q.R INCH EMBEDMENT LENGTH NEW BALCONY NA r INCH DIAMETER LAGSOREW- q - JANUARY 20,2022 LOFT NA BASED ANCHOR WITH 2 16 12 9 E ■ - E I �/ PR0.IECT N0: ATTIC(HOUSE)(.) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 20161N1FANATIONAL INCH EMBEDMENT LENGTH RV•■ IIv 0DP11UplT 1022 NBIL DESIGN ASSODATES,I.I.C. ATTIC Hou b NA RESIDENTIAL CODE UPDATEDWfiHTHE2016INTERNATIONALCCDESUPPLEMEN. D oRAwN BY: GARAGE NA AM PUNS AND ELEYARONS ARE PROTECTED 1113-2022 UER FEDERAL COPYRIGHT LAW. ATTIC GARA NA NOTE:THE BUDDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS IS UAY NOT BE REPRODUCED WITHOUT BDK OF TABLE N11021 BASED ON TUE CLIMATE ZONE SPECIFIED IN SECTION N11m.7 OF THE 2015 FOR SL 1 Inch 25.4 mm,1 FOOT=304.8 mm,1 pound=4.448 N.1 mne per hour a 0.447 m/e CHECKED BY. BONUS ROOM NA INTERNATIONAL RESIDENTIAL WOE UPDATED WITH THE 21316 INTERNATIONAL CODE SUPPLEMENT. ADT W11DN. SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). a.ThI4 fable 1,based on 140 mph wNd epoed and a 45-tool moan root halghL (. PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SUNROOM NA b.Fvatenem eM1vD by Inalolled at oppaaing mile of Ne wand eWatural panel. I'I L`I "] f�o�l� [I NUMBEr- EX DECK MO v.R Fast—shall be fowled a minimum of 1 Inch from the edge of the P°nel. JUN 1 tl r L G LIGHT T ARU ONE,DNE EX COVERED PORCHES 410.4.R E PoWT 1D BIAID ONLY TINE SIRUL'NRE FR011 7NEg a.Mahora encu vrnebate through the esterTor.all aaVeNnq wnn on dnbeamrnt S IS UMM EXD.DBVELY TO RIE BUYdt,WM YIMM COVERED ENTRANCE NA length of 2 Inches minimum Into the bonding frame.Fastanam eha0 be located POOL HOUSE CABANA NA a minimum of 2A¢inches ftm the edge of wneete block 0.r coneatm �'� � f ACCESSORY STRUCTURE NA d.Where pwel aro attachod to masonry 0.r ma ry etuew,they ehali b°attached akptIm of these daxmgs does not authorize the right to NMId mlhat u XIg w'Oratlan res 6tent anchors haNn9 a minimum ultimata withdrawd c°pa°ity Southold TDWD a authodTaUan of low lynsnmg ageldes,such as Suffdk Cou ty Dept of 1,500 pwnds f Health SBlice}q Town Building DLpartmelLq DEC,F131A ale Board of Trustees IT dI rond6ms,ox1m and rePlinno nts In$ suds agelom paw to (a)WTHOUT STORAGE SiNCLIIXL O�rl»PIASfUQA71H, (b)WITH STORAGE . SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION ME-FASRTTmtts � mu "- MTS20 LTS20 UIFAAL LAIN ad— .0w0E t aOF RAT ER 6¢ a ro ro ro AVa� UFl1R (IST/IeD) �(' �e 5]OE 6 G JaST wuu qiB AND ON 90E OF RAi1F]i mus RA /Ions siws tan (tai) TIED) 5 . U3Ss s1u�- CTION "COD CON H7 ,e 4-. 2-. B-Bd ]BBI m BaM1 4m 4 H PROPER INSTALLATION PRO m RES NOM AND i= PJa:-UP w'A9OR ,� BGLILDESIGN ASSOCIAM t1C HB 1B e--ed B-. 308] 8,5 050 em a H - w.IdW,ad 8 tamgdtlddaL•rnmrtnp aua - AslaaTs ALL"wAaE UREr UTAos(133) ALL- uwrFr aAas Om) z . oma. (TOTAL) Avc uT1clx a Bar W wam uaum uNcn,of Bar w wood NaLIDI moE aw /A" P0.8at1675 pFal¢16311 Ali-SO81 xn ar. tT7� "TA rrtr. RAT's / Smndd)kwYc(k IIM Emd: lgdlwnet u o Ax L arc u Ir• z• zP r 33' 1P r zP r x• rmD �P LFTA IB ar• Ir-1B-Od-.:m— ———— 12. 1wa a.+.as SP4 rsn AuotlabtllC. oAxAaxlorm.uc s1lm we-rw tA.1m� FAs a xs` ruw•Ae1E uw iaAnspOl` , AVC 1. ,m.,• LSE Thd.drawings and speclRcaUo Including the 1. ,.:IP an ""' - LFTA LSTA21 Itleas,design d arrangements represented um¢ L therein,are the PN roperty of KEHL DESIGN Na, Oa/leo) OSS (teo) =son Strong-Tie ASSOCIATES,LLa No port thereof shall be urns 1e 1.-Im t4-1m:t; 3,Ie tom sw 10a0 A..- 10 =opted,diselmed to others or used In eonneetlon with any work or project other than for which 1nsx, 20 Mod 1.-1..11' 31/e Iaw ew Iss, 3.41.1" AR*12 DETA RK" they hove been prepared without written consent -a se 1-- 12-ad.tP D3a1 ns 7a0 7a0 3.41 _ °� R STU muRER xuT DETAIL 'B - u a¢ w t¢s tea' no DxT/ Im R¢So.PNE ". specifiedmnallso n TAKE-UP WASHER each end Simpson Strong-Tle G 515 B{5 m0 Lm. s a s,s eu eu a 3s.sr CS16 H 5,s eu aro DETAIL "LL" ART�'x12 1u�IdAL osaNsa+s FASTOKERS AuawABlx nN9ca Lass"•(oF/sP)(taT) xano"1 X0ID0`"t AmOnnx um¢ w LFN0n1 a ear n anEenm DeREm. I w vwnai.woo MEM_xB• � m a mr. or~sBx�torn omw atP z• z;• r 3}• eP Lae anasDiF ,s 1z .A• a1• aP C z8P IAT• 1zlm ISIS ams ase5 z7as zns zam a,Ise o.an a.au DWrxsas FAsnNrlls Avc s N. w L tAIEMT.- (im (1 e0)SP WE SP4 3r♦' 7r• 1..11'— 7 731 ms T.4a IV Nma aINrN9ms FASR}hnS(TOTAL)AaowAHE 1tN9m ta.A05 case Na. CA w L MALS (133) (110 P6' tsr . 21 em 12. ,ass 7 4o so - Nm¢ DWIN9w5 FASaaERS(nOLLL)AI1c-ET taus m0E xa aA w L — 1W (1� (1.o) �• Simpson Strong-Tie - STU �•- usrAz4 1e 1• ,ms ISro 1- r as um¢ mru. FASIrNFAs AttDNAa£nxsm mus xAa ace SIMPSON LUS46 CONSTRUCTION 9•A�Na REF. CONSTRUCTION ua (LaCI11 oro aA an�� (TvrAQ pmj I /1e0)' HD2A _ 9,Pms st>oro-n. TAKE-UP WASHER OT FOR 0P Ran NOTE ALL HANGERS TO BE USED ON THIS PROEM 0510 15a 1P IS aEut SPAN•31' �'m 1aaS Tem 2,r' 7 ARE). AI TOP TO NTEDCOMP UNLESS ALL NOTE E '� USE UNLESS FAS,Lxws a0 NOTED.FAILURE TO COMPLY WITH ALL NOTES N. aurN9aHs HrABLRs Aw aPtLT tm slow le RODE Iv amE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION �77} Na a w H B 1. lea 'nom ULT. 1y(1m)f. 1. 1. 10e 1. I. nF3: ALA LICENSE PROFESSIONAL ACTOR ER,PLACES DETAIL 'IF" ALL ULICEN E5 RO THE WNL ENGINEER. 1-11-1 4-1ad We 1f{0„m ma 1Im ,zm 7, a 127 DETAIL Ur' CNW— CERTIFIED BY A 1WIIIa-x 14 31- B1}' a e-,ed a isa m.mss zIm ,eso I=Zi IBDD ams I .,. ART�dx COUPLni ER NUT PROFESSIONAL No. w FASIQ.LS AW �T (1m�y RER..E SIMPSON ENGINEER ULT.. , 1m _ TAKE-UP WASHER ro RA1TFws ro Purrs ro sroos (19) Om) E HGILKT 14 4-Sasr111• .-mSr'+3' 15a3 435 435 1141 840 16 A 10alIR SP4 SP4 ad AN s LSTA21 MTS16 MTS16 TAsZ SIMPSON II �' ANCHOR BOLTS tmk FnR ,ANE-w wAwa: HD2A LSTA21 Strong-Tie nno HUS210-2 I ng r n. ANTONIADIS RA1ES •0 Ib m °snms sHv.e,sw.o-n.Rx"°ATa DETAIL "A" m RESIDENCE Sa,nrn. ® DETAIL 'D" DETAIL "G" DETAIL "I" LFTA Simpson ROD SYSTEM Strong-Tie DETAIL "L" EAST 00 MAIN MARION, D LFTA L MARION NY,11939 1 FTA I Ridge Strapping AgVENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE DRAINAGE&ROOF RUNOFF NOTE AND CALCULATIONS II DP LSTA30 TMReY =v ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES/COVERS RUN OFF FACTORS ASPHALT-1.0,ROOF-1.0 1•-0•DEEP POOL x 4'DIA==1258 cu.fL per vertical ft. 1•-0•DEEP POOL x 6'CIA-=223 cu.ft.per vertical ft. SIMPSON VlIINDLOAD "==e 1'-a•DEEP POOL x 8'DIA.=42.25 cu.fL per vertical". CATIONS =r 1-D•DEEP POOL.10'DIA.=66.4 cu.f.per vertical f. CHARTS&CALCU ROOF AREA=3246 sq/ft 1 STRONG-TIE DETAILS LTP4 3 ®3 V=A x R x c /ROOF DRAINAGE ONS AND A=3246 RAINFALL PLUMBING RIS TP4R=2'RAINFALL=.17 ft ER DIAGRAM L "'_" LTP4 tZzZC=COEFF.=1.0 OTES. DETAIL, "C" °® "1� a� ' V=3246x1x.166667=541 CF. nEg RAIb AWAY RE aARXrff 1ESN¢ADAETRPADHxRff nE Simpson Strong-Tie m, WOPlmRmau�0ff9AISA40UWEID.UNia3Q16iLBE RxeDnm M na Ruts,amo ff THE AIL EansAc a6 sou w5T ALL Floor-to-Floor Connections - - - - 541/4225OTICAL Fr../FT=12.8 VF. RDormgaulRJUSINAND BEBUY ERRREM ITcnE _,„n=" USE(4)6 DIA POOL 4'-0'DEEP=16 V.F. �� "�La UAMZ TCR MI E)LF C to I WIT OR INUEM R D MUM 98 m ADMIG 6 6L4D PD(x(1Px s or Ridge Strapping malw ADawm xn AS IR1t901 m ME FAvs Detail LTP4 DETAIL "B" POOLS TO BE PLACED ON OPPOSITE SIDE OF JANUARY 20.2022 LTP4 =-_- HOUSE AND/OR LEADERS TO BE PIPED TO ROJECF NO: Simpson Strong-Tie ® 1/2 OF THE ROOF TO DRAIN TO EACH 1113-2022 MNN MIN.OF 20 FEET FROM SEPTIC RAWN Br: Floor-to-Floor Connections ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY BOK EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE AND MIN.OF 10 FEET FROM FOUNDATION). HECKED Br: NO SUBSTITUTIONS PLUMBING RISER DIAGRA ALL framing hardware shown on these plans, �anrWue - unless otherwise Indicated, Is Simpson Strong-Tle. G2 No substitutions are approved or authorized. ) JUN 1 202 0 S TO BE TRAFFIC BEARING IF LOCATED IN AREA L Due to the relationships of framing hardware to YNERE C IS TO BE PRESENT. the other components of the structure, any framing 1F A MU 11P1E POOL SYSTEM IS USED AROUND THE party(ftman5vbatItt4t2ro*sit" rr,,these plans null and Vold, and will result In the Installer/contractor HOUSE EQUAL PROPORDONS OF THE ROOF SHALL assuming responsibillty for the design and Southold Town BE D TO EACH POOL o)�1�(690QAtffi ae 7), Main 7r Main Main - - 1° finished Stone House Finished 2° House Finished House Finished Match Main - - - 2° Floor Height 5r — Floor Height 7 House Finished 1j"Finished Stone 'Thinset or Floor Height 2° g 2° EM DESIGN ASS(ZWS uc Grade z" Thinset or Approved Equal Approved Equal NN 3° 1'-3° 58"X18"AAnchor Floor Height e�. N N N N Bolts @ 32"oc. Grade Grade ro•e�1d>s l Idlg4Tl-sola 6" Reinforced Slab Conc.GT4� gadhdd,NexYah Tl2/1 L sdad516DpIanFnnel W Rebar 12"oc #5 Vertical 5" P.C. Slab W/#5 Rebar #,5 Vertical nS1 5" P.C.Slab W/#5 Rebar `°"°'"""�°°"`="n" a"w"�'" 8° /#5 5"P.C. Slab W/#5 Rebar Each Way Rebar @12"oc. Each Way W 1.5 : Y #5 Vertical @12"ac. Each Way W/1.5 Y si Rebar , @12"oc. Each Way W/1.5 #5 Vertical 5"P.C. Slab W/#5 Rebar The-drawings and spe.ifi-U.n.Including the @ 16°oc. SB Wheeling Composite @ 16"oc. Rebar @12"oc. Each Wa W 15 de,s design and a rangements of represented Rebar SB Wheeling Composite SB Wheeling Composite Y / therein,are the #5 Horizontal Deck-20 Gauge W/G60 Horizontal @ 16"oc. SB Wheeling Composite ASSOCIATES,LLC.No park thereof h.HGee @ 16"oc. 1'-D° Deck-20 Gauge W/G60 Rebar Deck-20 Gauge W/G60 g p mpfed,disclosed to others ar aced 1n ronneetlan Galt'. Finish 5 Horizontal witty am wa k or Drogect other than for wnlan Galy. Finish Rebar Galt'.Finish # _D° Deck-20 Gauge W/G60 they have been prepared without written consent. #5 Horizontal @ 16°oc. @ 16"oc. 1'-6° 1'-0° Rebar Galt'. Finish Rebar @ 16"oc. @ 16°oc. DETAIL "Avg DETAIL "B'® DETAIL "Cd" DETAIL "D" DETAIL "E" NOT FOR CONSTRUCTION USE UNLESS 14" Timberstrand Z4 Finished Flooring 14° Timberstrand " Finished Flooring CERTIFIED BY Perimeter Board " SubFloor y'SubFloor PROFESSIONAL Match Main Perimeter Board � Match Main Match Main to 4'Finished Flooring -I� ENGINEER 2x6 ACQ Sill House Finished 14 Timberstrand House Finished House Finished s° Perimeter Board "SubAoor ; Floor Height ; Floor Height e x16° Anchor Floor Height e - Bolts @ 32"oc. 3"FinishedgFloorin —Match Main TJI230 x 9g" @ 16"oc. TJI230 z 9z"@ 16°oc. o - `< A 9 �(�——— 2z6 Top Plate 2x4 Top Plate "x18" Anchor " House Finished 5"P.C. Slab W 5 Rebar 2x6 Kneewall 2z4 Kneewall 2x6 ACQ Box - d SubHoor o Bolts @ 32"oc. Floor Height /# 2x6 Shoe 5" P.C. Slab W/#5 Rebar 2x4 Shoe Vertical 14"0 LVL Floor ,jr�5 Vertical _� 1" @12"oc. Each Way W/1.5 2x6 ACQ Sill @12"oc. Each Way W/1.5 2x4 ACQ Sill Rebar Joists @t6"oc. Rebar ' TJ1230 z 92 SB Wheeling Composite SB Wheeling Composite 2Jo ACQ Sill @ 16°Dc. @ 16"oc. Deck-20 Gouge W 360 J"x18"Anchor b°x18"Anchor 9 / Deck-20 Gauge W/G60 B @ 16°oc. 2x6 ACQ Sill Goly. Finish Bolts @ 32°oc. Bolts @ 32"oc. #5 Horizontal "x18"Anchor #5 Horizontal 5 Galy. Finish — 12" PC. Foundation #5 Vertical 12°PC.Foundation — — Rebar 1'-Da Bolts @ 32"Dc. Rebar .Ir sg°z18°Anchor # Vertical @ 16"oc. @ 16"oc. 1'-D° Bolts @ 32"oc. Rebar Rebar 12" PC. Foundation 12" PC. Foundation @ 16"oc. @ 16°oc. #5 Horizontal #5 Horizontal Rebar 1 O" Rebar 1' DETAIL Tvy DETAIL "G" @ 16"oa.DETAIL "H" @ 16"0C. DETAIL W'I" 4" Zip Board Sheathing ————————— BlueSkin House Wrap or Equal — Match Existing Siding(V.I.F. With Owner) 0 5/4"x 6" Epi Decking Studs as Noted for Location �1 _T� 2x Revenge Pitched JOi is � ANTONIADIS Plates as Noted for Location — Pitch 1/8" Per Foot^ 2x Sleepers- ;it - Plates 1" 9"LVL Perimeter-Beam I��SI®��'L� 14 z 92 LVL Floor Joists 16"oc. RESIDENCE 2x6 ACQ Sill � � -� (2)3/4" Layers of 12500 MAIN ROAD 8 x18" Anchor Bolts @ 32"oc. P&T Exterior glue (3)1 3/4" x 11 7/8" 1 4� EAST MARION,NY,11930 1r Rigid Insulation Center of Balcony LVL Flush Beam Wate roofin Membrane Height of Ceiling Joists/ —Waterproofing Rafters at Center Point it to Tapered as Necessary 12" Poured Concrete Foundation be 117 and Pitch Down p ©COPYRIGHT 21122 KEHL DESIGN AssOMTES,LLC.ALL FLOOR PLANS An MARONS ARE FOUNDATION PLAN #5 Horizontal Rebar 16"oc. of D rate of Per Ft DETAIL "�11 PRa B A THORI FEDERAL MS AND D IX MAY NOT BE PROPERu®wtTHalr l YddTla7 AU1HQd7ARON,ALL PIANS AND Dk9(NS ARE THE SOLE PROPERTY OF 10]R.DESIGN ASSOOATE$LLL THE RItlIT TO SURD ONLY ONE SRRUCTUT FROM NM #5 Vertical Rebar 16"oc, PIANS IS LICENSED MU9HLY TO THE BAYER,WIDE RRATIFR PROOF OF PURCHASE DTEs F" Expansion Seal lance of these draft does not adhorbe the right to bald without the oulhotaBm DIME��r1U�B�E SO gym.�� IE RM NE AV E6'W1m1i611E 4EdfE AMO AEE TIE PF�fROff IfE p of food governing ogeldrs,such as Suff*Canty DepL of Health Weer,Tom Bugdng PROR P ro BE MDSE BOWS ff>K IM% INEMM M 11111. t06T DL 5"PC. Slab w/6x6 #5 Vertical Rebar 16"OC. Oepa ImmLq DEC Fiddq etc Verify d m dl ms codes and requuemmis with ad MD MUM AID MUMS AM ff SMLY R3 9OU RR RDD TIL 1}E #10/#10 WWM. (36" Splice) DgMides Pdm to tanshuct6t DW P�FE9a1L MUM IID UNIUIT FOR MU DIE 10INME OR ttDDPc$i MD aNrias Aim at AMW EM O'QI 0111M NOT ' 1 IONNLY AD ORM AS FEVSa ro INBE RM 2x2 Keyway w/PVC Water Stop . 301.1 P ON BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE #5 Rebar 12"Oc. SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,UVE LOADS, JANUARY 20,2022 -o o R00 AD ODD.LOADS,SNOW LOADS,HIND LOADS AND SEISMIC LOADS AS PROJECT N0: PRE ED THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 6 Mil Vapor Barrier—/ 11 o () N A RD WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN_ 6 #5 Rebar LW. ETY: 13-2022THA A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE �l 111p\ �q ^J ADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING BDK 36"x12" Poured Concrete Footing 6 Rebor L.W. JUN 1"I 1 / 2022 ELEM TS TO E FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY: —3'—D—�• ( ) #5 Il / L PR IBED B THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF H NUMBER: (Min, 3'-0°Below Final Grade L THIS CTION. #5 Rebar 12"O C. 8301 .1 AL ATE PROM ONS AS A AL VE TO THEREQUIREMENTS IN SECTION R301.1 THE FOLLOWING ��®� ARDS PERMITTED SUBJECT TO THE UMITA71DNS OF THE THIS CODE AND DETAIL 91199 Southold Town THETA 'HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESEE STAND S.REIN DESIGN SHALL COMPLY WITH THE BUILDING CODE I Board of Trustees NEW YORK 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD—FORMED STEEL FRAMING—PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS(AISI-5230) olO�rD�1y1�QAti5$Q 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) COPRGHT 2022 M DESIGN R PLANS AND ELEVAT .-11. O 1ECRD UNDER FEDERAL COPYRIGHT LAW RANS ALL NOT BE REPRODUCED WITHOUT WNTEN AUTHORIZATION.ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF - KEHL DESIGN ASSOOATE$,U.C.THE RIGHT TO[BRED ONLY LYE SIRUMN FROM(HESE PLANS IS UCENSED D(aMVELY TO THE BUYER,WITH MITTEN PROOF OF PURCNAg. d'ff -S Acceptance of these drmm does not authorize the right to buld vilhout the mthmmtim TT�prO*T App�A I�Zp { - fi d• h'-oW ' ' o loci governing ogendea,such m IRA County Dt of Hedth Service;Tom Bwldng ��L1iJcaaaw eld.7/tv1t111:A7 � DeparMelL%DEC,FEMA elk Verify all condoms,code;and regocements with such agencies prior to constructor. P��O,�Sym�16T5 0M(6311431-M I 1 I I I R301 DESIG=613 L7RI7ERIA AS PER I I SOMA Newyork 11971 W*oGM5,@apian4eeet I I I I THE 2020 RESIDENTIAL CODES OF NEW YORK STATE A I 4NbA]n Medals ria• pA[M,anIs.11C Provide PG I�1 ' ' R3°7.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE Buttress.(Top I I I I CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS, WNLRSHIF&USE OF Buttress to be ROOF LOADS,FLOOD LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS I ' _IJ------ -�---1 Min. f 12•Below I I I h i I 1 PRESCRIBED C THIS CODE THE CONSTRUCTION O THE BUILDINGS AND STRUCTURES I I Idea drawings and geci0catlons including the Final Gracia). I r IN ACCORDANCE WI1H THE PRONSONS OF 1H15 CODE SHALL RESULT INA SYSTEM I Ideas,design and angemente reproented '¢ THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE I therein, ro the property of KEHL DESIGN TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING I ASSOCIATES,LLC.1Z part thereof shdI be ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS I ' mpled,dlsalosed to oth—or used in cone°tion PRESCRIBED BY TI11S CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF }I I ___ with any work or protect other than for which 4 ` THIS SECTION. I they have been prepared without written consent R301.1.1 ALTERNATE PROMSONS 1 -------- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING ' ` Y ------- STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND --- - ----- cCMMHM f@g c c ` , THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH r THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF I I NEW YORK STATE I ® ® I NOT FOR 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) I r _ m A _ 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD I CONSTRUCTION FOR ONE-AND TWO FAMILY DWELLINGS(AIS-5230) I I t. `0 7 `a 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC4DO) I I USE UNLESS CERTIFIED BY A II J I i r PROFESSIONAL 1 I ENGINEER PmMds Egress Window at Location I I _ W10x30 Steel-Beam WIDx30 Sks!Benin WIDx30 Stec jIRam _ of BBeerrent Willow! _ —WINO r=1 KG --------- �� et �- a e ° --i�ilwmWOVIh Stepsee ` o I per NY State Code II O ® ® I I II � I w n d-dC o I I ,_ II c T, Basement F�dstin I ---- CE ENG HF m @ 9' � a g , Det.d Ta sw,a hada,r A av Basement _ 1 I Cadpmle Daib9 To Cisfeq Bmea.A CMMG HEIGHT @ 9' Cdne 4df U!", 09 .x•• I Lin* '• ' ng A• (2)i dr 9d•LVL G'derr I I MM It Penecat Edam .Poe I ,ppc ,per — 111'°° -Q>f• �f ' 5'P.CSd51/ I I 5.nSTew/ I I #5 Reba(112 d5�e1 aeI Rda 9TM ,pl SS I1 5B k�re6q NBahrq dL F ' Dad- ED r W/ I v I s GED Cdr.Frah o_ CEAING c C60 Cah.Fnd1 0 (2)Ir LVL,G,rder Calc So7.&Wet 3I HEIGHT 3S 31 I ob1k__ YSIS Y DSM @Vo- c• L—J — I y{ -0• P m ,2 B 1� -7Y -0;��-Uf -Nr :•4 Y l.)dsting — I IOAC 1Y Po.m¢mi Gdane 4.671 17x1 ,.,.f Strd 4.4a•Stec Ban Tale W/ I I Patio •arm aur T�Ae W/ B.Tal.N/� r.,r.127 Bolt Rde—T ' � Basement 1 ('H2•.If B. ('.Ira Bass Sled Ram To s@paL 3t a d h pbl� b � I IsCEILING HJGHi@gW Be.i ®BaSement� swgRalke 5W R3R5a aI �-MW/� I W w 5SLL dr.RhC.R.R.Deskinl -,de Egress ress-_— -- q _ ANTONIADIS tac rho Td Srypod Stj•`, G60 Loh,INA I Wuldawat La®Son I Toa 19WI a �aso�y 3I I Bmeasedwndav Egnem wths�pa� RESIDENCE e6c,r Remodel r�twa o I I �« 5VDR R�"9 1 Dt s &L at F ' „ I �NY Shale Cade Y Ra R� 12500 WAIN ROAD Cane ft To SrypM Provide Masonry '� '� • .. site Dal'I enOP Ing for - ----- EAST MARION,NY,11939 Andersen 16010-8 § Folding r D 4— oor _ Provide Masonry Opening Provide PG Dasf for Andersen 1 I I I -------Battrees.(TopFWr131BDAR I FOUNDATION PLAN I I I oBu,tr...to b0 I I I I I M,n.of 12 Belox IFinal Grade). i --g-6' i-D' �-z-mS•� 46-•,�E OTm EM TINS ARE M HilRhMIT IF THE SUMCE AID ARE It MIM OF TIE D =1-1 O OEmI PR WIN= 1ELL T NTDID IF O RIDIO]m10�L ff RN3ORFD 10 71E FlAIF3f EXIOiT ff 11E Ut GNDApIOd 9U1L W}fT'AIL TBD fA'PdIR15 NSI 0181905 ARI ff SDET F�DIOBE Fm FRID FlC lit RC01 PfD}ESSRRW.ASSDES NO UARID FlR DY90S 0.E ID I1.ITm WDMH FmD MUIDS ND an A0WI05 KU as lU AM NOT FDNNLY A°WPAk)DD AS FEW=To DESS ft` JAN N�2°•2022 PROJECN0: 1113-2°22 FOUNDATION PLAN °�"�"�"BOK NECKED BY: SCAMS 114•-,'4r es - A103 m 11�LTR�Id4SrAQA1>i�� . MDESIGN MOMS.uc '-s' Y-F mmonlim a emamcbidmt�•mmmNm PO.HacIBS Ph=16311413-Doe6 - Sadhdd,HeKYQk 11571 Eliati sshll6gl@opior5lend OWNERSHIP&USE I - I c•no�maAmiaim,uc. oAnwxaln uc I 1 These drawn,,and apeciflcatlon,ndudng tha I Ideas,design d arrangements represented therein,cre the property of KEHL DESIGN I I I I I I cbe o IAedd.disco ASSOCIATES, o here or used n coereof nnection .1 I 1 I pith any work or project other than for which they have been prepared without written consent. 1 I I I I I I I I I I Tap d Faadare, r d I I I 1 U in.Nn%het The I to Moa Nea Rusted Floe I,L16 Nisong FNshd Furor I b YaW GkNog FbkAed Flog I I I ' ----__— NOT FOR CONSTRUCTION USE UNLESS --- ------------ I CERTIFIEDBY S I m m i I PROFESSIONAL ® m ® ® ® ® ® I I I I ENGINEER Tp of Faad.5. E T I b M.?k,rrchl floor ' G T �o I N Yo4N Fabling WdW hoer 1v Mor%Frmhd ten I e m m rn a m m In oaten&mkg ri mrd Flea I 1 Im d d o ------------------------------------------- � _ �g z I 1 F)dsfing ' $ I Basement 1 m m A., P» p a» D» I 1 — I I = I L� _ r—� r—� r--I 10 —Iis 1 — — I F — — —I— — r �J L L—J L I § D E C E I V E I I I aanrM II' o I (S� SPai fteDgca;Rete Emhg aFid E)dsln 9 JUN 1 7 2022 ANTONIADISPatio Dek-21 Gy F/C6aCdFaBasement FdFloe mNkin aif RESIDENCE _ Southold Town Board of Trustees 12500 MAIN ROAD •II A' I I I T y of(ov8111m 'll I EAST MARION,NY,11939 fn Moa Nn flard Flaor M Yaw Dkuog lblkhed Flrce L--------------------------------------------I I I I ----------------- -------------- ©MMGHT2022K a DESIGN tssaaaMLLC.AIL FLOOR PLANS AND EjflATONSARE FOUNDATION REFLECTIVE PROTECITD UNDER FFDFRAI.COPYRIGHT LAR PIANS MAY NOT BE REPRODUCED YA7HOUT N(d O AMMON.Al FERNS AND DESW ARE THE SOLE PROPERTY OF CEILING PLAN 1r lited eid K91L DESIGN ASSOOAT3,LLG THE RIGHT TO AUIID ONLY CITE STRUCRIRE FROM MM P.1011e Beal Ej PLANS IS LICENSED LIZE.Y TO THE BUYER,MR VM PROOF OF PURCHASE I I I I I I OTES: Acceptance of these dminegs does not authorize the dght to bold Wait the authol'vntim T� F M RE M IUM OF TIE 4RY¢Nm MuE MFM IF 71E I I I I I I I of toed govmning ogmdes,such as Suffok County Dept.of Health Swce%Tom Bu3Sng 8971 PROIlWa*M SDI MM IES"MIGWlis nl BE MOM TO LE FIRIM DODU OF 11E UkX MKW=EMIL 61RY NL Deparhnm$DEC,Mele V34 m=Man;o>d°s,and relpmemaib nth sect IED)CXIIIO S AND MIOWS AID BE MET REEMM Fall RD Flt.IIE 1 I agencies prim to consFJuArL CM PRORESDILY.ASM NO IlUn FIR DAISMS DUE TO ROOM OR I I 1110SI i RID=11016 NO OR NTYDGS PA4D IMH WFEIDR NOT TOdNLT IDWDNEM AS fEf D)N3E RMS, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODS OF NEW YORK SI6IE I I 1 1 1 R301.1 APPLICATION BUILDINGS AND STRUCTURES.AND PARTS THEREOF SHALL BE JPNl1ARY 20.2022ON SINCLUDING DEAD LOAD%LIVE LOADS, I! ED TO SAFELY SUPPORT ALL LOAD PRESCRIBOF E BYTHISCODE.THEOOD LOADS. OCONSTRUCTION OF WND THE BUILDIADS AND NGS AND STRUCTURESIC IN PROJECT 1103-2D22 1 _ IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY; THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING BDK ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY. ORD' -n71-n PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WTH TIE REQUIREMENTS OF . THIS SECTION. REEF NUMBER: R30AN ALTERNATE PROVISIONS ��OT AS AN ALTERNATIVE MI BJE THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING FOUNDATION REFLECTIVE CEILING PLAN STANDARDS ARE PERMITTED SUCT TO THE LIMITATIONS OFF THE THISCODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION KITH THESE STANDARDS,THE DESIGN SHALL COMPLY VD7}t THE BUILDING CODE OF NEW YORK STATE Doe o 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-S230) 7igDffii•AMaAM;e 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) (41r.7r D*—Rol. pnr•7r fgh-a,B do (7nr•ar Ln Nvk (7)1r.7j Eq—P.I. (Bnh Br LW I.i7 (fir•N DO- , Fwc (7 r.'Shd Did Md. Exterior of Kitchen Interior of Kitchen Exterior of Kitchen Interior of Kitchen KOR.DESIGN ASSOQATPS,ue -0 Dta;arme Sys maQrmt`1� Fatamr= h1eerrrotsmnn9 meawmLo—oeAp.m�a.n -8. fly—el- �f�f r-Or -2-9JG' B ab Naee®oG r+� M.W.IWs eq u Egad T �h fibs�s du.esm a� udm resp�' PD.Bozims Plena 191)43.9081 ,r.7r D*..d smm It.7r 50-d Smm It.7r mgbmd std. SMO&NewYOk II971 EMae idR9 VIOnfrenet r1.7r ueh am ebh, it.7r Df—Ra e a.aa..w„�.aa. aA[Atotlola as I I I I I 1 Wall DETAIL "A" a "B" Wall DETAIL These drawings and apeciRwtlona indudmg the ldeos,design and arrangrments represented a therein,ars the property of KEHL DESIGN A.% �" '�. 105 105 c pl'�0, a 11 others or u ea 1 scant eaatton wlth any work or project other than for which Nay have been prepared without written consent Mr.7t&*..,d PW. — Una of Fxisting Line of Existing / (2)?.7r egaead MO. \ '�\ House Perimeter 11'-9•x 8'-0• House Perimeter 8'-.V x 5-5' / (7nr.9r lVL lllmdra (Znr•7r fngheed Roles ----------------�- — -- FW0,2DB0 Exteriorof NOT FOR 81/4'a91/Y p / ---------- Family Room ('nra7rDO-Ild. CONSTRUCTION LVL FOR USE UN \ ` LVL 1i xL LVL KDR �/ B ab r D L Am Nmg I Interior of LESS -------------------------- — ;CiS�h ° r6 9�r �'t?Fe. ---------- Bmmxa�eaFg.a Family Room \r Y CERTIFIED BY A Line of Existing =____ _------5%YLIGNIS ABOVE --____________--,, gd N Efd4 sde,(IIF. aa- PROFESSIONAL -- ------ r� l i--- $I(--- i r� Line of E)dSting a r.7f Bead sb� r B� 9 House Perimeter I I; ;; ;; ;; ENGINEER \� I I i I House Perimeter o mad ;L-- I I I -_ � 1 Ow ! '."j Des 1 Wall DETAIL 105 I Kitchen – ---- ----_----�� 6 Line ting House Perimeter Line of Existing House Perimeter _ --- --- – – ===_ - - --- -�- --_-------- -I (z)1 J/aX 11 7/8•I.M.W(i)1/z'SIL LL PULE (2)1 3/a•1!11 7/B•LVL W(1)1/2•SR.FL PfAIE --9 Line of Edsting TBB7er 11 8 House Perimeter m i i 11 Existing House 1 y Pantry i i i a FF,dsting i E*ft House Perimeter �1 $ Line of ------------------------- th� ..n IIc7S W Dining 1 S 11 Room TOF Ow ; Dw I r�ii ii 8 --- _ .I _ - -- iii 11�lZ i VneofErdsting —'-- ��- " 11ousePerimeter Line Of New 11 E dsBrig i 1 Patio Perimeter 'tan n Liking --------- ----- -,- ------- -� 1 11 Room J Ln of { �� d �� 3P Q ---- -P -- }- ----- r Family 3—i—sla� 8 a 1 grater, I i ROOM "�� rig i ANTONIADIS Patio �8. § 1 CD_ Media Line of Existing House Perimeter x s Room 1 RESIDENCE 1 j 12500 MAIN ROAD FAST MARION,NY,11939 ----- ne o New r e i -- ath E)dsting House ------ E*fing House 1 --------- � x - sIr o I/a1 a I/1• outa vr 'p - Line Of Existing House PerimeterPRGHT© 20Z2 �� LLC ALL FLOOR BANS ANO EIEVARONS ARE – ,m – "`�" Line of New FIRST FLOOR PLAN PROIECIED UNDER FEDERAL COPYRIGHT 1AX PLANS MAY NOT BE WRODU®1NIHWT TL ------- ---- I I I I I I And-en 16010-3 Faking 0- nwalew W21027 TWT21027 7RIC410 House Perimeter W R'R AUMORBION.ALL RAMS MD DMW5 ARE THE SNE PROPERTY OF WE DES(N MATES,LM THE RMT TO BUILD ONLY ONE STRUCTM FROM MR I I I I I 1 Line Of New RM IS UC9W D nLMELY TO TME BUYER,ATIH VM PROOF OF PIJRWM Line of New I Line of Ne DTE& IIIMme I I House Perimeter Accepto m of these dm rings dors not autho&e the Kiat to bull without the mlfi%Won X2 RM�M WRWff RIE SANS A")X WE ROM OF TK Patio Pe ter I House Perimeter I OM PNFUM*M 9BL B ROD)�N OME3IIS"L BE 1 1 I of toed gaming ogalde;such as SuHah Canty DHIt of Nedth SOvices,Tom Bnldhg PBOAQDBI TO IK RM WDiT OF BE Ml 00IINAC W ZU WBFY NL �• Dgmrtmmt%OFC,a&etc. vedy ON ranasn;mde;and*=a*VVI mrh IH0 f!MW Am MOODS NO BE MIN IM®E Im MD RL X IF--II------t0-a I I I I i rior to(andrudfm, DIM POTEM p1 ASS O NO URNY FOR 011M DE M DaDNH OR ' RSI aul Fog n7"TorB RD DL WN USE)I"ml M NOT WLAS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE l faavLrimarmOnAssl>90iro E¢iw¢ CONtS7R� TO B Y�SUPPORTDALL LOADS,E NCLUOING DEAD OA05,�VE-LOA05. JAMUNO'20 2022 ROOF LO FL LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS ROJECT N0: _ I PRESCRIB CODE THE CONSTRUC71ON OF THE BUILDINGS AND STRUCTURES 1113-2022 JUN 1 7 2 9PFER OF LOAD FROM hLOAEIR PANT OF ORIMEET�FiROE REQUIREMENTS THE ADFOR THE CCOR T THE PRO)ASIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN Br: BDK ELEMENTS THE F UNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY: 0-p Uf 7x. PRESCRIB BY THI CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RB THIS SEC HEET NUMBER: _j NATE ROVISONS FIRST FLOOR PLAN soumOldTown AS AN RDSARE PTHE REQUIREMENTS IN SECTION ROF T THE FOLLOWING A105 STANDARDS ARE ALTERNATIVE ITTm SUBJECT E THE LIMITATIONS OF THE THIS COOS AND Board of Trustees THE LIMITATIONS HER N.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION V47H E DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FORME STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) �bA900Aih11 se 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400)F05 KEE.DESIGN ASSOQATES ILC maianh+l A NrmndLd...--ft PO.Bs7675 plum(6311433.9i18F Pd ,5' >sd SmItIlNeWYad:t1971 EAU nMASTBWta*wel Y-+tki �'• �0' a.Ylxpi�ammeuc. o�lc.�ne<uc OWNER JSe OF DOCummiw Th..d wings and speeifeetto Indud g the ideas,deal end arras epresen therein,en the property of KEHL DESIGN gn gements r ted I ASSOCIATES,LLC.No part thereof shall ba I coped,dlsrJosed to others or used In connection w,th ony work or project other than for whleh they haw been prepared without written consent I I ----I- -I------ NOT FOR CONSTRUCTION ---- - — -- - I USE UNLESS r----------------------------------------- CERTIFIED BY A PROFESSIONAL S Sx45 I i -4S (( 45245 (( -4S (i ji VENfflG i V�DDWG i VENTING i VENTING ENGINEER WORK NOTES: ' Y-ar >k• Irl• -�c -�s• �u• �x; ur I —_--I —_-- 1#2852 D6080 B57•S.M. 85 FWG6080 es -- --------------------------------- W, "� 9 „�a m"'� "'�" I I Existing Second Floor Wall .� two _ ti a� R i I y vs X11 1� _I ---- XDgIi 1 b Loft wil il8 ml § X11 I� co ,'F Master Bathroom' C11 i 2 L _, v I ---- Master s IiDN i1 I . ' ®® Bedroom Ii2�Ii r—J v d41VTQWIlo1DIS 26Qd 11 1868 AND 3 II RESIDENCE roo WEER 11 I JUN 1 7 2022 8, i i I i i I i 12500 MAIN ROAD EAST MARION,NY,11939 ---- i Wfl i =— rd II 11 I Southold Town _ Board of Trustees MINING IIILF-' Closet a 1 Existing Seoond Floor Wall RFs ss d—�--ed Bath —1-------��-- -------------------------------J SECOND FLOOR PLAN —--— s t/n o,/Y a,/Y,a f/t j a t/t,s,/Y o,/f �l � ©L'OPYRIGHT 2022 NfFR.DESIGN ASSOCIATES LLC.ALL FLOOR PIANS AND OVATIONS ARE PROTECTED ORDER FEDERAL MIRIONT CAVI PLANS MAY NOT BE REPRODUCED WOW 3..8.M. tosto31 7W21osto 35Y 10.510 TWztosl0 TW2tosto I TW211111 .1I 10 --- I Mtd�IEN ABTNUAIADDN.ALL BANS AND D®lR5 ARE THE SOLE PROffRTY OF I IONL DESIGN ASSOCIATES,I.I.C.THE IUGRT TO BUILD ONLY ONE STRUCNRE FROM DESS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER,Wn WITTER PROOF OF PURORK CITES: Aaeptmlce of These dTormgo does not authorize the right to buld■Rhat the alhadmtal AIDE—ATF M NBTWW ff TE SERNRAXD ARE TIE Ma`BW OF fE I I ' of hoed gavI"ageldn,mdI as Suto4 Canty DSL of HeaIN Salices,Tom Bultdng D=P�MAt N1�EFAL B ArEoo•D Itffin 61810TmT15 TEL ff EC,FF1Ug edY ;mda,and nsplurmahts a1h sud, ME aincinsro AVO RAIEST ORDC30S TIMID OF SFr X6811 FUR MDMn¢ agel is Prior to m661tpclgl V' dl andlBm 'M MOM OM XD UMW f R QUM RE M RMIN OR WOMM FM MM M at MW RM XDI FOULLY ADOAOo1D/ROOD AS FEMM TO N3E RAYS IPM CUMCUMH301 GEM CRITERIA AS PER THE2020 RESIDENTIAL OD S OF hEW YORK ATF R301.1 APPUCATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE JANUARY 20,2012 1 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS, PROJECT NO: ROOF LOADS,FLOOD LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS -tUj -IVP---F PRESCRIBED BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 11 N ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 1113-2022 - P• THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE DRAWN FTY: C-0• TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING BOK ''-1,• ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS NECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RB THIS SECTION. M R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING A107 STANDARDS ARE PERMITTED SUBJECT TO THE UMITA71ONS OF THE THIS CODE AND THE UMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SECOND FLOOR PLANNEW STANDARDS THE DES GN SHALL COMPLY WTH THE BUILDING CODE OF NEW YORK STATE, 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) JUOB NUMBER: 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) A�r],�$T•ASTOQA'�ge 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) J O �.Fde.OCIATES nc r eco •oYmaFa P0.1121675 plane;(63110-01 saftlillaxYat IIM EMoB,sbrS610lptadrenel r.no�nAammnhlc. oec�aa uc These drawings and spealfiwtions Induding the ideas,design and arrangements represented therein,are the property of KEFIL DESIGN ' ASSOCITES, LLC.No part thereof shall be mpled,disclosed to others w used In connection IW any work or project other than for which they have been prepared without written eonsenL NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ® ® ® ® ENGINEER 3 WORK NOM: ff 'jiuM _ _ 7W21082 iW21082 TW21052 TV711082 M2,082 ® ® TW21082 1M210810 10s1D N=1 IVE IM] 318fi1R TW21 f0 LJ JUN 17 2022 n 8-8 mg /: ®NTOY��py� IADIS sou ,d owr► RESIDENCE NORTH oof Trustees NORTH ELEVATION 12500 FAIN ROAD SCIALM 1W-t4m EAST MARION,NY,11939 ©COPYRIGHT 7072 KOHL DESIGN ASSOCIATES,LLC.ALL FLOOR PLANS AND EEVARDNS ARE PROTECTED UNDER FEDERAL CUMGHT LAW.PIANS MAY NOT BE REPRODUCED MTRIIIT IRLTIFN AUMORd7ARON.ALL PIANS AND DESIGNS ARE THE SOLE PROPERTY OF ELEVATIONS KE RL DESIGN ASSOCIATES,I.I.C.THE RICHT TO BUM DRY ONE SRRUCRIFE TIM REM AS NOTED ` PM IS UCDM E(O119Y11Y TO THE BAYER,WITH WRITTEN PROOF OF PURCHASE RTES: Acceptance of I-dmrmgs does not aullili the right to bu3d Idthoul the mlH=,M 111tg RMS NE AY 1671EAIENT IF IRE-lE ANO/,FE TIE PfIFDOY Ir TIE of food gov=Eig ogandce, Th h as STIR,CoI7h Dept of Health Sari Tom Bugdn OE�7 PQM-MUg SM Is MNOO NUM Yi@IOHIDIO I>LL BE L OepantmahiS DEC,FE11A:sic Y' dl twdi0an g I'ROffOREO N 11E FlAM3T E1TF106 TIE U0.Q7NL9ACNRS SWL T06Y AN. andel dor to oonsbuel, R mdse,and regailerreAs w1h such E fLIP111O6,qp WE175175 RDE ERR N70 FR II¢ a9 P LE9W PFJFSE�OIUL AS911Ls XO U19RY FIR OUSN DIE TO MINIM OR MaMED!1180 OMM RD OT AOOOO S am IFOT oOAE)Os NOT R301 OESIGur CRITERIA AS PER THER 0 0 ❑OEr.TIA CODES OF r+NEYORK STATE RINMLT AnvalliD As IE19O,TD IIEEam R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE JANUARY 20.2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS, PROJECT N0: RODE LOADS,FLOOD LOADS,SNOW LOADS,WAND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113_2022 MI ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN gy. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEAWTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS NECKED gY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RB THIS SECTION. H MER: R30,.1.1 ALTERNATE PROVISIONS ' AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING TO /�^O1 STANDARDS ARE PERMITTED SUBJECT THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE DOB NUMB= OF 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-ANO TWO FAMILY DWELLINGS(AISI-5230) O E®r)ffiIDi•AA'lfe,a, 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LDG STRUCTURES(ICC4OO) FKEOLDESIGT ATE ,NAS(• u P0.1111005 Ph=1E311433-M Sot#4111ewYat 11971 RAd mW540*IABnel cen ombn wwar..uc•la•.h o w c woaaa uc These drawings and spoaifiectlor.Induding the Ideas,design and arrangements r.p—.ts therein,ora the property of KEHL DESIGN ASSOCIATES LLC.No part thereof shill be eop Ted.dfsdosed to 0th—or used in connection with any work or project other than for which I hey have been prepared without written consent NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER NTI 111111 Jill 11 Jill 11[it "1 11 Hull IIIIIIIIH I 8 ECEIVE JUN 2022 NT®NIA®IS ESI®ENCE SOUTH ELEVATION Southold Town 12500 MAIN ROAD SCALE 174•.1-0' �--'._..__._-- Board of Trustees ST MARION,NY,11939 MWiNG TITLE: ©COPYRIGHT 2022 KEHI.DESIGN ASSOCIATES,LLC.ALL FLOOR PIANS AND E3EVAUONS ARE PROTECIED UNDER FEDERAL COPYRIGHT LAW.PLANS MAY NOT BE RERMCID WITHOUT ELEVATIONS WHEN ADTHOION.ALL HAS AND DESIGNS ARE THE SOLE PROPERLY OF KEHL DESIGN ASSOOAIES,U.C.THE RICHT TO BUILD ONLY ONE SIRUCRIRE FROM THESE AS NOTED PIANS 6 LICENSED EXCMY TO LHE BUYER,WITH RtBTTEN PROOF OF PURCHASE NOTES: Acceptance of Ihese dmFmgs does not authorize the light to buld rilhml the mthodzo n NEE HR6 ARE FY INSHUlf OF TIE SEINIE M0 ANE BE PLSRRIY IF IRE of lad govmlmg ogooft such as Suffo&County Dept.of Heal@ SmI Tom Buldng Meal PRITE LA TFC SEAL 6 AiM INNER),HRNMIDIM nL BE PROSDepartment;DEG FDA el, Va*cl mndEan;cede;and requlenmts nth such RED amN 1011E R11Esr 11 ff TIE ff LO(BA1011f6 R Falil MY R FE7➢ PW N ITInM NO ff 4lIT R9'w6RE RR NIB ITL NE agmces pdm b Canemad'1xL KIII PI✓ M OBL AMTS A N0 IL1AMI)ISt IM tPW C To NDTS NOT DB0dF8I NIB @71X06 MO m AMXNme B�tSEB IF0107BEIB5 NOT fDWILY ADWRIM AS FOI M TBS:RAMS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK RA SEAU GAIL: R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE JANUARY 20,2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS, PROJECT N0: ROOF LOADS,FLOOD LOADS,SNOW LOADS,WAND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113-2022 IN ACCORDANCE WITH THE THE OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE RDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD–RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RB THIS SECTION. SHEET NUMBER: AS AN.1 ALTERNATE PROVISIONS / �LOL AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN-WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 0 B O 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD–FORMED STEEL FRAMING–PRESCRIPTIVE METHOD FOR ONE–AND TWO FAMILY DWELLINGS(AISI–S230) oI�rIDRBjv►SNppAily�so 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) rr` .DESIGN AS50CIATES,us � A ea—saldedon.� PO.BaSIOs *&(6311417.9031 saulhdd,NewYat 11971 BA7ot aN16510[oobv.4 Mo AvodmrLaa.a oAxnmdalaUc OWNERSHIP&C USEIMUMENTS: These drawings and specifications including the Ideas,design and arrangements represented therein,are the property f KEHL DESIGN ASSOCIATES,LLC.No part thereof shell be eopled,dlxlased to others or used In eonneetion with any work ar project other than for which they have been prepared without wrIttm consent."v-R4 NOT FOR irfir b"d a Rde®'R'aa CONSTRUCTION 1Y�Y fr-0'Y USE UNLESS T— 24/2&s6aqmi CERTIFIED BY R49RRsy Wm'afma R-49*q _ PROFESSIONAL 26 m.Jken ��2h+ bB7" (2)M Tv ENGINEER 234 Rogv Rde Unfiniished s /r_�! H R-49 Spybhtba , Atha . 'R-49Spot' W h. W 1t.6 Sluda 016'oc SafaaTJIP30 K 914 B 1Coe Idoli R-SI ILoft Br,4q LW Rem Dm*.w.1IV ed st LVL Bemnr./r Ryrmd drdr LVL Inds srdr LVL Mede 9lot, .Rases D 16'oc -IRr -1�1' r Ftradd Raa -o)r i r ml Rmt 2.du q * r Fnphartd sd ma 9 ke ad rata&I&I Reabae ar E0 '� •i-Lig--t�'-9f' mus Rrw�i -----1(r- Tmo x 16'oiCoe W16.40 D Jia B I6'x p:� Id kd F.,h RFteep� _—_l r___ f6mMm Srd4'LW Ir I I ,--_,I Ir— —��(2uBTmPde r:llrLWTapdd fi'Beds!Aa*Soffit ---— Powder I I I I I I I I I I I Rig f R J da R 49 9 (2)Ire 7r Dosrtd Rab II II I II II II somite Rm I I I I I I I I I �18 Stch 111Cac R-21 KaR WaedWa Dining I nL Wl Len R-14 h�ddlm r M y U4 4 jl I Ij Roo. I 63j m sffi H_Ww aSO R �Rear I I t-r r Dela Ern sacs(vu rah R.ac) boensi I1 irx 7r Fegbeeel5bft FOE 9°+ pRIrsTrRale 2022 3rdr LW Irx9;'LVL Floor Joists ds 16'oc. 1r'x93'LVL Floor Joists m 16'oe ��ad Petedta Bmn ANTONIADIS R-D W�dim H-70lwldim R-7B hadolin 46}'S� 1rdr LW Cady r BVehed WIOx30 Sled Beam Irl iva u D 52'� RESIDENCE � B.T�6r r/ Ir t6ia hwarm — SouJhOld Town d 1 s r u•. 11=1 Board of Trustees 4 r ItrumM Rea Teat 12500 MAIN ROAD VaTed Retie Ir. EAST MARION,NY,11939 ®� f5 Wood Rdar 16'. rd'd'Bos:Pbte S.PC 9a/66 FD/FDa Pv Sp`a) ReP%./PVD rate 9tW Retia it. .. fi b Vapor Bmic (B)di Rae Lr Q EDP)'WT 2022 KOHL DESIGN ASSOCATES,UG ALL FLOOR PIANS AND UEYATIONS ARE (s)a Rd-LE PROTECTED UNDER FEDERAL COPYRIGHT LAX PLANS MAY NOT M TTr MCD WITHOUT CROSS-SECTIONS W1M AURIGIUADON.ALL PIANS AND DISIlNS ARE 111E SOLE PROPERTY OF t.15 Ph--w It. NIX OM ASSOOAIE$LLC.THE RIMT TO BUILD ONLY 631E SIRUGRBd FROM REM AS NOTED PLANS IS U M FXODSIVELY TO 1HE BAYER,YM WRf M PROOF OF RIRWM 3G 1Y Pmei Psoele F.r g OTES: CROSS SECTION Acceptance of Nese dmrulgs does not adha@e the light to buid wMeul the anthaOoBm EM RAYS AM AN INSIR MT O BE SWCE ARD ARE BE FIRM oF THE of load goRanfig ageldes,such as SuRo@ Canty 0epL of Hedfh Sedces,Tam Bw1dn9 �m DIS�ff E UE mlflll t�SX�•AIL Deparhne DEC,FIOIA eta Yeiiy at c ndliions,code%and requcenenis 11Rt1 such REM O11PI@5 Wm�OC1OS 110 BE SM MUM RR Eno RL BE SGAL P-IM�Td agendas pda to tanstructi n. [6901 PREESSffiL4L ASE KO UAl M FIR OYSAM OE M UM OR DDOM3F8 MD DMITIO6 AM OR AMM26 BASED IP01 aaeEMls MDT FONNLY AOaoEm®AS REMOR TO BEY RAE R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL 00 OF NEW YORK SI&M R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE JANUARY 20.2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOAD%LIVE LOADS, PROJECT NO: ROOF LOADS,FLOOD LOADS S WI SNOW LOADS. LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS COOS THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113-2022 IN ACCORDANCE WITH THE THE OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROYrDES A COMPLETE LOAD PATH THAT MEETS THE.REQUIREMENTS FOR THE BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS HECKEO BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RB THIS SECTION. H AS AN ALTERNATE PROVISIONS ASU AS AN ALTERNATIVE 70 THE REQUIREMENTS IN SECTION R3D1.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HERRN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWG WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-S23D) O I®LIIffi7•A750QA�,az 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) g�FFO Glee"..;jldsmith,President �� $ Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski 0 P.O.Box 1179 Liz Gillooly �y • 0�� Southold,NY 11971 Elizabeth Peeples l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:5�6 7'0?--- Completed in field by: �un/�%' SOFIA ANTONIADIS requests an Administrative Permit to conduct construction activity within 100' from bulkhead for the addition to first floor and second floor of dwelling. Located: 12500 Main Road, East Marion. SCTM#: 1000-31-14-7 Type of area to be impacted: ,Saltwater Wetland Freshwater Wetland Sound >c Bay Part of Town Code proposed work falls under: .<- Chapt.275 Chapt. 111 other Type of Application:!jle�� Wetland Coastal Erosion Amendment ?c Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: i ov r ve ZZ - f Present Were: G. Goldsmith N. Krupski x' E. Sepenoski L. Gillooly E. Peeples mii rw E a � � s kax i Mfr aFP ANQ 1111 all not a Y s � t k � 4 s .. x, �•S �T a +v ALA g" yI 3 r a mm.. ew Y I � .. f � ;ws:"°' a'ami�,; """.•:�^,� I 4 : •- ro } _ x .it Y ��J1SD .y t, .air• �' •. t r 41 T -a• � / d 7�,Y,�`�'F� "di• 1 �7°t ow'�p S �• :cry' � '':,Y � + �' 1 ;��r �. r.. � r r ar ro 'j tie },�� o.�,:,• ` — t� -- �h .�' yam. ,r.• � _� '�'. •.irk y'- -- �6 '�' �!r✓/. .tib .. ate•, - . a . r �� a + '� r4ekr ..re li;'° r y'C�•yf+�lAa r '� ,- fr- ,'lr/ :��w ,a��m.:«py( .�ry 1�q�,6r3 �b �.. ` � '` w ..j, yrt�. --yy. • '.y l�' 1 / y ! .1, d ;i; / f �,r •.,, �.�.i. �' '- •.,A 1*•�(rr�p4.,�. r � 45.h"L�.� •�`� 7 ((f�" `I r l44 ` ,f �'e•f h At la r,Irl 1i ' 1 { � (yF h 1.�ti�+a",r 4M ,1 F It yr+,.,>L`t �,' _ � r.4� 1 t ''7�1^44t1 `,. •.r,.,' r rV,�,>'1 �:� �I , ,.� ' ±,1 � rr !�1 3 t iii �f �ti.,; 1,1 y1 '�,��'ry,�y1S' "�A,, � Ser rA` 1'��s �i,. j ,t,y/` �r �ff�'+7 ,s��,� J {. �� ,� s" � r r' , r , t � I'l t� r r �• +�1�1 a�.�: ,/y� .�k 1@ c,+'r�941�srr�,r�P Si �, +5 �t rr f,/- :. d ;.•'t r • r r )� ,��. �,'i�i A �F,1,.�'b�+I M�: �<b 1I�'.�y 't'� a ��'� t (i�°!;. -��°,�+�5� � - r 1 C rd _ � { � t �+• , l�' 4 f r r r +f r"�" ��,� 4�`+ ti'' i ij"0� � t��U d,�7. Rr Y7 q�� .f '�{ �4 •At l�• r y t t t A'r {Xtij �1 '(7t �u p p' iv�x4 SQ , A�"!�f}�.t. '' r 1r' r�. I B' � (� ;af .,�1,!�',r�,' �yL{ J .q '�r.� 'klr T�.� A ��.�` f+�+ �f "+� •�� .r+" �>• ,: F S A ,ti �, r f '°� b � fil;1.,:,��, rl } '� l'" .�{ n �l � 4'.. '� t .�� •f4,',�,/ e ++tae + Aq � •r � „1 �' ( ) �r�x ' "�� .r��2� �� °�- X11 �j2v ��*):}� ��.�,�,�'`y'1 ' �.�'r/``��.p "a��. 55 r, r 1 t 'r r .;,! `i;SY I 4+ � •f r \l �pt Y�f"w:�>i 1�✓, 1�<n�.y�S .Ci�l� �� t. �- �. t�e' f'etR',�; �,t �,(Sy�,�:��a,Z,,. r I ,l / " ✓`': s< P I Yr F t' f .� j,.� S •{ i } r A 1+ I �� f' `i ?! ! "T �. p /( lr.,,f �•I Yt+ � r•;, r � Y �y,r, :�t r ri 'f� /. +,., '�+� y� 1 � JF �. ..'�, .. ^�.�.�v Y.a :� d'1 /f {�4� "�'� ?1�•,1� W' '��1`i� .0 (iy + d � �:r:�y ,4 i r t � ,1 yq,{f�)1 ti.r , ;'I•�r r �• 7 .A` * r f� . . . ,�//yy �� .�rpt � $ {�}�' k �• � � � �9t��, � '+4'' �`' �;; ' = ' � vJ/Y1r n � r r� //gy}y �( _, I r/',�':".,, �� St t r�ti�' y�'�, �� }+�'}'�,t }_t�A.. •`6)� , ,1(�b t'�''f�(.� t'�� a'4 d' � (��'' ' ,+� � f r i fr' }� �, '�'r qr C' r T 1 yVl1 �� ir'' � `�• t.J'�r,``''C'V , ,�!',- r 4 ./� '. � / 9� � .{. fi 4( ll.�It'y�•.. r/` �v;E+ r°I '��rtR t`. w•ir .1, ,A jx'3>� �f'7 rypr � " Y l ' t( -�'ae S I� Fs .� c' {/,s ..e. ,r.�' ,•�1 !� / .'J+ 4 i ar 1�, Al � '.r �:��' i r `til �,.;' 7+1.t�+ 6 ,�.lA k��, f 1�•�/n�F r , !. T•{f) '� g •I t�(x�� i { •Il. .:a , I rt' � �• �t; arr��t4 r ,7'°.\.:- �.. �,' . 4 .r � �'iI�� / U w'S�trt •.A � •y y4' �/•' y Y �,�j� � i� �i wy l` '� >`r � Y 1 1 `1 r.'(.,.�'�,ri �. "1}��r"1 `:• �'C�1t� r�f'k� �i �.'.y' f�( � Ar,•sts��i�7 a � � ,� rJ '` � r✓[I�.11 '�/ 4�r �.(� r .�1 Si �l r �'��' h. !.� 41:.,1 r ".9• '� ?., . 41 i u --------- , 14 S' York'$tat6 Depailmen; o En ro � a consaryttion Bult'ding-40---SUNY, Stony Brook, New York 11734 Regulatory Affairs (516) 751-7500 NO PERMIT NECESSARY - `TIDAL WETLANDS ACT ' Thomas C,•,iorfing Commissioner 00 r.. • , . Date: C3 ' Application No. Location: ( Qej 6 r Dear � A review has been made of your pr posal to:IL ^'i c�:? :? to ca t ✓ , Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the project .is listed in- Part 661 . 5 of 6NYCP,R (Tidal Wetlands Land Use Regulations) as a use not requiring a permit or notification letter of approval. Therefore, no permit is required under the Tidal Wetlands Act (Article 25 of the Environmental Conservation Law) . Please note that any additional work , or modification to the project as described, may require authorization' by this Department . Please con- tact this office if such are contemplated. Please be further advised that this letter does not relieve you or the responsibility pf . obtainin.g any ne.cessar.y permits or - approvals .from other agencies. Very truly yours, Deputy Regi onal .Permit Administrator 12 N o2r, la _mAnH z, limp- 2LE14 9L. ac al 4A 1W I t o• I 11r,r. ilk 2u_ 11.7 - -- --------- 1J.L. -Alto o lov. K 0 are W % lk, 0; f, /14 qt- 'PLO IF Nt 1, . 13, t-' " I AE�lr ax - , , 'I m As lA ,o� Nt 'oft: 4 121 fo MARION LAKE v, lo, IA. A, 14 1 1 41 17 ti 4 1, w;p*,N 4, tt "z, Nl� A MARION LAKE 14 EESI�A IV TF P N", ",W IV Y, 41, �2, 02 COUNTY OF SUFFOLK Tl ------- 11 P-l—q h.SiAp, 031 A- p .... .. OFFICE LOCATION: �0��0f SU(/jyOl MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 • �O� Telephone: 631765-1938 �yCoUNT`1,�c`� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 6, 2022 Re: LWRP Coastal Consistency Review for SOFIA ANTONIADIS SCTM# 1000-31-14-7 SOFIA ANTONIADIS requests an Administrative Permit to conduct construction activity within 100' from bulkhead for the addition to-first floor and second floor of dwelling. Located: 12500 Main Road, East Marion. SCTM#: 1000-31-14-7 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Glenn Goldsmith,President �t�F c �/ Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz GilloolyCA ' Elizabeth Peeples ., , Telephone(631) 765-1892 " Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 1 This Section For Office Use Only Coastal Erosion Permit Application D E C E ' Y E Wetland Permit Application Administrative Permit Amendment/Transfer/Extension JUN 17 2022 Received Application: �•�7.Zv eceived Fee S BBQ. — Town �ompleted Application: . �ZZ•Z?! Sand of Trustees uste _ ... @oardofTNstees Incomplete: SEQRA-Classification: Typel_ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: oordination:(date sent): LWRP Consistency Assessment Form Sent: 9AC Referral Sent:.. Date of Inspection: . Receipt of CAC_Report —,Technical Review; ✓ Public Hearing Held:: 7st3r�?/ Resolution- Owner(s) Legal Name of Property (as shown on Deed); Sofia Antoniadis Mailing Address... PO Box 413 East Marion,NY 11939 i Phone Number:, 646-201-3560 or 63.1-477-663.9 Suffolk,County Tax Map Number: 1000 -, 31-14-07 Property Location::. 12500 Main Road East Marion,New York 11939 (If necessary,provide LILCO Pole#, distance to.cross streets, and location) AGENT(If applicable), Mailing Address: Phone.Number,; _ _; Email._._... _ acetweety@aol com Board of Trustees Application GENERAL DATA Land Area(in.square feet): 72'166 Sq Ft Area Zoning- ,R40 Previous use of property:, . One Family Residence . ., ., Intended use of property: One Family Residence Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. w Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans{will be required. Does this project require a variance from the Zoning Board of Appeals? _ __ Yes X No If"Yes",please provide copy of decision. Will this project,require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s) on property have a valid Certificate of Occupancy? X Yes_ No Prior permits/approvals for site improvements: Agency Date DEC 1-4738-02335/00004 11/19/08 SOUTHOLD TOWN TRUSTEES 2/18/09 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation:. Project Description use attachments if necessary) WORK WOULD BE 100 LFT LANDWARD OF THE EXISTINGBULKHEAD WORK TO MODERNIZE AND ADDITION TO KITCHEN ON FIRST FLOOR AND MODERNIZE BEDROOMS'ON SECOND FLOOR_WIT14 NEW-WINDOWS AND ROOF ON EXISTING SINGLE FAMII YT I TNC-. . AREA WITHIN 10o FEET OF THE`BULDHEAD WILL BE UNDISTURBED NO CHANGE IN SITE CONDITIONS'.'" Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA TO MODERNIZE AND ADDITION TO KITCHEN ON FIRST FLOOR Purpose of the proposed operations; AND MODERNIZE BEDROOMS ON SECOND FLOOR WITH NEW WINDOWS AND ROOF ON EXISTING SINGLE FAMILY DWELLING WHERE ALL RENOVATIONS TO BE DONE IS SET 100 FEET AWAY FROM THE FUNCTIONING BULKHEAD Area of wetlands on lot:, square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: 120 feet Closest distance between nearest proposed structure and upland edge of wetlands: , 120 feet Does the project involve excavation or filling? X_ No m.,.r.Yes If yes,how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited!,. feet Proposed slope throughout the area of operations Manner in which material will be removed or deposited, s Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): NO EFFECT ON THE WETLAND AND TIDAL WATERS OF THE TOWN 617.20 Appendix S Short Environmental Assessment Form �ristrucfions for Cann"lep Eiti Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or in would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part I. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part l -Project and Sponsor Information A, Name of Action or Project; MODERNIZATION AND ADDITION TO KITCHEN ON FIRST FLOOR AND MODERNIZE BEDROOMS NEW WINDOWS AND ROOF Project Location(describe,and attach a location map): ; 100FT LANDWARD OF BULKHEAD LOCATED AT 12500 MAIN ROAD EAST MARION NY 11939 Brief Description of Proposed Action: _. ALL WORK WILL BE 120FT FROM TIDAL WETLANDS AND 100FT LANDWARD OF FUNCTIONAL BULKHEAD.MODERNIZE AND ADDITION TO KITCHEN ON FIRST FLOOR AND MODERNIZE BEDROOMS WITH NEW WINDOWS AND ROOF ON EXISTING SINGLE FAMILY DWELLING. ALL RENOVATIONS TO BE DONE ON THE EXISTING HOUSE Name ofA licanff or S onsor: Telephone'pp p P 646-201-3560 SOFIA ANTONIADIS E-Mail: ACETWEETY@AOL.COM Address; PO BOX 413 City/PO: State: Zip Code' EAST MARION NY 11939 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that � ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed'action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site ofthe"'proposed action? 1.67 acres b.Total acreage to be physically disturbed? MINIMAL- acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. F-1 Urban El Rural(non-agriculture) []Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): . ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? r--r' I El b.Consistent with the adopted comprehensive plan? 77 El. � 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ � ;, 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? D.. El 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10, Will the proposed action connect to an existing public/private water supply? NO YES F If No,describe method for providing potable water: . 11.Will the proposed action connect to existing wastewater utilities? NO., YES If No,describe method for providing wastewater treatment: (� LJ,: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? bs the proposed action located in an archeological sensitive area? ' - .I _ie of the proposed action,or lands adjoining the proposed action,contain NO YES- 13.a.Does any portion of the si wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: -Q,,.0 14_ Identify the typical habitat types that occur'on,or are likely to be found on theJ ro`ect site. Check all that apply: p pp y: ❑Shoreline El Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland El Urban E3Suburban I5.Does the site of the proposed action contain any species of animal,or associated habitats,listed I NO YES by the State or Federal government as threatened or endangered? 16_Is the project site located in the 160 year'flood plain? NO YES. TXTTT .Will the proposed`action create storm Water discharge,either from point or non-point sources? NO YES If . a.Will storm water discharges flow to adjacent properties? NO ]YES �X , b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: rXX NO AYES a . . _ Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: El 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO ' YES' solid waste management facility? X If Yes,describe:. .. proposed g property been the`subject of remediation(ongoing or., NO YES 20.Has the site of the ro osed action or an adjoining completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor SO A NTONIADIS Date: 6-14-2022 Signature: — F Pa"rt 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict withanpted adoland use plan or zoning regulations'? El 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? X Q , 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? Q 0 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate 0 ` reasonably available energy conservation or renewable energy opportunities? - 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeoIogical, architectural or aesthetic resources? �. El 9. Will the proposed action result in an adverse change to natural resources e. _ $ ( g.,wetlands, ( ' waterbodies,groundwater,air quality,flora and fauna). u --Page-3 of 4 - No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? I .. _ nt 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-teen,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type.Name of Responsible Officer in Lead Agency Title-of Responsibl'e Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) _PRINT_-.,_. Page"4 of 4_. r ' Board of Trustees Application AFFIDAVIT, SOFIA ANTONIADIS BEING DULY SWORN DEPOSESAND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SO.UTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE.OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signat re of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS DAY OF. ,20:2 Z 1 otaryPublic DOMNA ANTONIADI NOTARY POBLIC,Slate of New York Regisration No.02AN626509, 0 Qualified in Kings County Commission Expues Jufy 9,..201H s APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The.ToyYti of Southold's Code dfEthies prohibits conflicts o£interest on the:part of towitof6ce s and employee§.'I lie�tir}iaae:iif' this forrri]s to provrde mformafion:•1vhieh Gari alert tFe town ofposstble coriflicts afirifcrest sncf allow rt to'take°wliateder.aetioii4s necessa�r�to avoir sarta: YOUR NAME: . SOFIA ANTONIADIS (Last name,first name,rpiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee -X Change ofZone Coastal Erosion Approval of plat Mooring Exemption from plat or official map' Planning Other (If"Other',name the activity.)' Do you`per,onally(ot through your oompany,"use,sibling,yparents or chil4 have a relationship with anyofi icer`or employee of the Town of Southold? "Relationship"includes by blood,-marrtage;.or bustncSs.mteie L"Bl�striess interost""fems abusiness, including a partncrshsp,in which thetctttirt,ril Icei or employee h�s��+�en a p4r6a Q1W-n�rsf ip oF(or employutent.by)a corpomtion_ in which the to,%rd offfctir or employee 6WOS:snore than,.5%,of the shares. YES _ NO X Ifyou answered"YES",complete.the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold. Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. i The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock ofthe applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 7 d 7T 200 22 Signature Print l e- s Fonn TS 1 "° - Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1: All applicants for permits* including Town of.Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of.consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2: Before answering the questions in Section C, the preparer of this form should review the exempt -minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed acti&hi A,, ill be evaluated as to its s%gificai t benefi84 ft adverse effects a on the caastat area Cwh�ch ai oludes`all of outhol i ficiwn) 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will } affect,the achievement of the LWRP policy standards and conditions contained in the consistency review law. ;Thus: each�hnswei•inust be.exi lained m.detail,'hstloii doth support ni=,and non-, '9110Diir,9,fWets. If an action cannot be certified as consistent with the LWRP policy standards and conditionsjfi shall.nof-be u tdertaken: A eopy.of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 031 -_ � 14.00-007 . PROJECT NAME_MODERNIZE AND ADDITION OF KITCHEN AND MODERNIZE BEDROOMS,WINDOWS AND ROOF ON EXISTING DWELLING The Application has been submitted to(check appropriate response): X i Town Board ❑ Planning BoardEl Building Dept. El Board of Trustees , 1. Category of Town of Southold agency a.ction check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) 0 (b) Financial assistance(e.g.grant,loan, subsidy) (c) Permit, approval,license,certification: Nature and extent of action: ADMINISTRATIVE PERMIT OR EXEMPTION OF PERMIT REQUESTED I A' Location of action:, 120FT LANDWARD OF TIDAL WATERS 12500 MAIN ROAD EAST MARION NY 11939 Site acreage: 1.69 Present land Use: SINGLE FAMILY RESIDENCE Present zoning classification:, Rao 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number.-Area Code( ), d Application number,if an / O pp � ys_ Alk _ Will the action be directly undertaken,require funding, or approval by a state or federal agency? "ElYes , No E If yes,which state or federal-- C. ederal C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 'DEVELOPED COAST POLICY. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development..See LWRP Section III—Policies; Page 2 for evaluation criteria. 0 Yes No Not Applicable Attach additional sheets if necessary Policy 2. Protect and- preserve historic and archaeological resources of the- Town .of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes 0 No 0 Not Applicable a . j Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See 1x LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 11 Yes ❑ No ❑ Not Applicable 4. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria i Q . Yes Q No ❑ Not Applicable `Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Q. Yes Q No ElNot ic AppIable Attach.additionaI sheets if necessary Policy 6. .Protect and restore. the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Lai Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Or Yes E!No a Not Applicable Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑.Yes 0 No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Ye No Not Applicable Attach additional-sheets if necessary t WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III•—Policies; Pages 47 through 56 for evaluation criteria. 1] Yes a No 0 Not.Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. E.Yes .0 No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural Iands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. E '1:1 Yes .❑ No LEI Not Applicable Attach additional sheets if necessary _ -- Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ,0 Yes Fl, No 0 Not Applicable PREPARED BY SOFIA ANTONIADIS TITLE OWNER DATE 6-15-2022 Sofia Antoniadisf ry ` 12500 Main Road PO Box 413 _ a East Marion, New York 11939 June 15, 2022 Board of Town Trustees Town of Southold Town Hall Annex Building L�Mf �/54375 Route 25 YP.O. Box 1179 Southold, New York 11971 JUNRe: Administrative Permit or Exe dernization nd ddition of Kitchen and Bedrooms and Roof 100nunc ►onal ulkhead 12500 Main Road East Marion, New York 11939 ,Dist 1000, Sect: 031.00 Block: 14.00, Lot: 007.000 Greetings: I respectfully request an Administrative Permit or an exemption of a permit for the modernization and addition to kitchen on first floor and modernize bedrooms on second floor with new windows and roof on existing single-family dwelling. Work area is 120 linear feet from tidal wetlands and 100 linear feet of bulkhead. Area within 100 linear feet of bulkhead will be undisturbed. No changes in site condition. 1 am enclosing for your review the following: 1. Original Trustee Application and one photocopy 2. Four sets of survey of the property 3.' Four sets of project plan depicting the proposed project. 4. Current photographs of the subject area 5. Application fee $100 check Kindly review and process accordingly. The Southold Town Building Department requests either an exemption or Administrative Permit prior to issuing Building Department Permit. Should you need any further information or documentation, please feel free to contact me at (646) 201-3560. Sincerely, Sofia Antoniadis