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HomeMy WebLinkAboutTR-10765 fif SOUT Town Hall Annex, Glenn Goldsmith, President �� e4✓® 54375 Route 25 A. Nicholas Krupski, Vice President �® �® P.O. Box 1179 Southold, New Yorrkk 11971 Eric Sepenoski elephone(631) 765-1892 Liz Gillooly T Fax(631) 765 664'1 Elizabeth Peeples �00UN%`� 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-constructioh, hay bale line/silt boom/silt curtain 15' day of construction '/z constructed When project complete, call for compliance inspection; Glenn Goldsmith,President ``�®F S®(/�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®V� ®�® P.O. Box 1179 Eric Sepenoski Ji Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 cDUNTV,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 29, 2025 Twin Fork Permits 288 East Montauk Highway Hampton Bays, NY 11946 RE: CHARLES PARDEE &JILL MENNICKEN 6760 PECONIC BAY BOULEVARD, LAUREL SCTM# 1000-126-11-3.1 Dear Ms. Poyer: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 16, 2025 regarding the above matter: WHEREAS, Twin Fork Permits on behalf of CHARLES PARDEE &JILL MENNICKEN applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 24, 2025, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 16, 2025, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the proposal complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of CHARLES PARDEE 8� JILL MENNICKEN to demolish existing 1 '/z story, 3,981sq.ft. dwelling (Per Town Code Definition) consisting of demolishing existing second-floor and construct a new 906.2sq.ft. second floor with an 8'x17' balcony; reconstruct a portion of the first floor and sunroom and construct a 91.9sq.ft. addition and a 355.2sq.ft. sunroom; construct a 300.3sq.ft. northwest addition; construct a 28sq.ft. south landing and new 415.2sq.ft. landward covered porch; install a 5'8"x167' basement egress with retaining walls; reconstruct existing 4'x4'6" outdoor shower; A/C units against dwelling; abandon existing septic system and install a new I/Z sanitary system; and to establish and perpetually maintain a 15' wide vegetated, non-fertilization buffer area along the landward edge of the bulkhead; with the condition of a two-to-one tree replacement; all as depicted on the site plan prepared by MCH Design Services, received on April 25, 2025, and stamped approved on April 28, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very tr y yours, _/1L 4" Glenn Goldsmith President, Board of Trustees � '•.+°°t �, /`��. S°°B.. � ,� +J�S p°; �. ptwt�VaJ'➢%�"rg A nVi 1 �D° '� l� �/1 • `�D j !. i; a �_ ;���'° 6g ,��: d -ln-+ate '•; _ �`-,i"`P��'`'"'�'" �' ��'�`�+w'..,,,�.� _ '`fit •.� 40 �, 1� sets „ aa�� r sis�wrcrtm asst are a �2 ✓ ec srce�u rage tv. c / ,. BOARD OF SOUTHOLD TOWN TRUSTEES "r.• ., SOUTHOLD, NEW YORK PERMIT NO. 10765 DATE: APRIL 16, 2025 ` ISSUED TO: CHARLES PARDEE & JILL MENNICKEN ` PROPERTY ADDRESS: 6760 GREAT PECONIC BAY BOULEVARD, LA_UREL - SCTM# 1000-126-11-3.1 ° 1 AUTHORIZATION _ Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in r accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 16,2025,and in consideration of application fee in the sum of$1,250.00 paid by CHARLES PARDEE&JILL•MENNICKEN 3 and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees z r' authorizes and permits the following: - °r Wetland Permit to demolish existing 1 '/z story,3,981sq.ft. dwelling(Per Town Code Definition) consisting of demolishing existing second-floor and construct a new >) - 906.2sq.ft. second floor with an 81x17' balcony; reconstruct a portion of the first floor and sunroom and construct a 91.9sq.ft. addition and a 355.2sq.ft. sunroom; construct a ..L� 300.3sq.ft. northwest addition; construct a 28sq.ft. south landing and new 415.2sq.ft. `tl landward covered porch; install a 5'8"xl6'2" basement egress with retaining walls; ' reconstruct existing 4'x4'6" outdoor shower; A/C units against dwelling; abandon existing septic system and install a new I/Z sanitary system; and to establish and . perpetually maintain a 15' wide vegetated, non-fertilization buffer area along the h bulkhead; with the condition of a two-to-one tree replacement; all landward edge of the ,-- as depicted on the site plan prepared by MCH Design Services,'received on April 25, 2025, and stamped approved on April 28,20 5. . IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. w o �. M y o iz Gillooly—Absent = , ` j/'J a�:'1�i'��,•t'�r/, st .r.a,... ,..r �k'�r x'�^u $an"ae t'�+��o�li7nt{t7'�filt'"k71J.�7r£PYJ3'. 3457.e`°•T.�Tfr�" cr+�'ti3fCt 5f.�"',x3'"PIP• W�"'K'Yn�`d7Ztl.7s6.rJ`Y3z'N'�Jf,�iK'xein�&�e�".�a'iCi"n`f"Yi°9JC�SR^2"u'8AHI'�YIv.Y �• ° � r r r °i 1 1 Li .... �, Sr°� �E '., Sri 0 9! .,.r'-°•d° �!wNP °0�•9�✓�0 bw ��i , TERMS AND CONDITIONS The Permittee CHARLES PARDEE&JILL MENNICKEN 6760 Peconic Bay Boulevard Laurel,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that. authorization was originally obtained. 4. That�the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. { i - - - -,- - - - - - - GFA CALCULATIONS SITE DATA LOCATION: AREA: PROPERTY: 32,975.28 SF 0.76 ac PROPERTY: 32,975.28 SF . BUILDABLE PROPERTY: 30,457.18 SF 0.07 ac L3F�l ET (280-207d)GFA PERMITTED: 4,384.3 SF ESTIMATED AREA OF 10,000+/- 0.07 ac GROUND DISTURBANCE: 01 •• �G EXISTING 1ST.FLOOR: 1,779.6 SF EXISTING 2ND.FLOOR: 608.9 SF /' N �JJ TOTAL: 2,388.5 EXISTING: AREA LOT COVERAGE: M H Design Services HOUSE: 1,779.E SF 9 Err W 1ST.FLOOR DEMO: -269.2 SF 2ND.FLOOR DEMO: -608.9 SF SOUTH LANDING: 28.0 SF �3 TOTAL DEMO: 878.1 SF SOUTH PORCH: 17.2 SF My 101 1ST.❑ FLOOR ADDITION: 661.5 SF NORTH PORCH: 28.0 SF WWW.mchdesignservices.com ❑ hone: a NEW 2ND.FLOOR: 906.2 SF OUTDOOR SHOWER: 46.0 SF P Q a DETATCHED DECK: 288.8 SF (631)298-2250 TOTAL GFA: 3,687.0 SF BULKHEAD DECK 129.2 SF email: michael@mchdesign services.com michael ces ACCESSORY BUILDING: 395.7 SF @ g DETATCHED GARAGE: 490.0 SF PROPOSED TOTAL: 3,202.5 SF 10.5% STORM WATER MANAGEMENT DETAILS TO DEMOLISH: AREA LOT COVERAGE: SOUTH SUNROOM: -263.3 SF 100%RUNOFF AT DRYWELL DRYWELL SOUTH LANDING: -28.0 SF LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: HOUSE ROOF 3,000 SF 501 CF (2)8'dia.,6'deep 507 CF NORTH PORCH: -28.0 SFTOTAL: -319.3 SF -1.1% OGEE GUTTER-STANDARD 5" PROPOSED: AREA LOT COVERAGE: ^y O NOTES: RE-BUILD SOUTH SUNROOM: 355.2 SF N 1).❑ EXECUTION N.W.ADDITION: 300.3 SF A).DO NOT-BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. \ E2).PREPARATION: SOUTH LANDING: 28.0 SF ' a B).CLEAN R PARE SURFACES USING METHODS RE SURFACE THORUGHLY PRIOR TOICOMME DED BY THE MANUFACTURE FOR NORTH PORCH: 415.2 SF \ I ® ® ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. TOTAL: 1,098.7 SF 3.6 PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT, 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. COMBINED TOTAL: 3,981 SF 13.0% \ EXISTING 1).GUTTER TO BE PITCHED TOWARDS LEADER 1-TO 2-FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. EXCAVATE.• FILL: B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT EXISTIMATED SO/L:CONNECTORS. IDS CY SO CY 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: METES AND BOUNDS: SURVEYOR: KEN WOYCHUK A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE 8).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL MARCH 29,2024 COMPLETION' ELEVATION Oo REFRENCE: NAVD 1988 ° O ° SCTM: 1000-126-11-3.1 W MAX. C.to C. V F7 Z A GRADE "- m W A ° ua \ 1- W a r('f 0�' 4In 6"MIN. V J � z 342.93 I06 o w W V ry � •- - ---- - ----- �- SILT FENCE O _ - - - - - - --- - - - PERSPECTIVE VIEW W 0 SILT FENCE N2 ("N 1039120 - -rSILT FENCE W 1 DW 1 O E�XISnNWOOD WA uj uJ� 36" MINIMUM 2 x 2 t EXISTING CONVENWTIONAL S FENCE POST F��•1 PROPOSED OUTSIDE SEPTIC SYSTEM SYSTEM .y . PROPOSED�JEW STAIRS TO BASEMENT TO BE REMOVED AND Oi \ EXISTING ` 2ND.FLIbpOR / � (EXISTING O BE EMOILIISHHED) vJ ` REPLACED WITH VA SEPTI `S�,ARO 0 FLAG POLE ` BALC'ONY TOP WOVEN WIRE FENCE co E gO`6 si�G PROPOSED11 STORY SOIL PROPOSED NEW COVERED PORCH � � /6 X 6 - 10/10 WWF ,O, c FOAFP� `` EXISTING DECKTOP SOIL SUNROOM ADDITION / L��7e FR OCATION � Z EXISTING FILTER CLOTH BLUESTONE 0 Lj c QROQ A L tVASHOUT"" CfA'� DRIVEWAY 1�z N 66�' I/ Qy�P 000- S Op" o GS�F �G EXISTING VARIABLE WIDTH \ IV �SnN �L�� !�y NON-TURF BUFFER w IJ O/ J O Ec� �G`� o N 1 ���� EMBED(FILTER CLOTH GRA�F (.0SREAT EXIST., E 2 o �P, r( OQ BP�cO ` EXISTING STEP WALKWAY GARAGE �.�, MIN. 6 INTO GROUND �5 64.6 \ O 0\��� SE EXISTING PATIO EXIST'1 STY OV 4ROQ. � NO ON GRADE _ ACCESSORY 4 PEKONIC 1'l�0 / � _ i \ BUILDING 5 60• OR N N0.F� NC.L `p -1` DW O P OQ 2 I ASHOU7 EXISTING PATIO - NOTE: BAY J ��o i ON GRADE MAXIMUM DRAINAGE AREA Js I 1 �1 EXISTING STEP °D SILT FENCE _ 318.57t 1/2 ACRE / 100 LINEAR FEET O �N. L SILT FENCE 1 S 200 0t0011 E SECTION DETAIL SILT FENCE DETAILS PROPOSED SITE FLAN. 6c,4LE: I" = 20'-011 DRAWN BY: MH E [] 4/24/2025 APPROVED BY APR 2 5 2025 SCALE: SEE PLAN BOARD OF f RUSTEES SouthDld Town Be?rd of Trusters TOWN OF SOUTHOLD SHEET N O: DATE r,t �. © i S. OUTHOL.D .TRUSTE.Es No. Gho►��tS Pt.rltt Issued To :rill Address. o PCton 'c` �s�M Qi�Ya, UC�%A r21 THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 7651892 I TWIN FORKS PERMITS April 25,2025 -Via Hand Delivery- Glenn Goldsmith,President Southold Town Trustees 54375 Main Road,PO Boa 1179 Southold,NY 11971 RE: Wetland Permit Application Owner: Charles Pardee&Jill Mennicken Situate:6760 Peconic Bay Blvd.,Laurel,NY 11948 SCTM No. 1000-126.-11-3.1 Dear Mr. Goldsmith: Pursuant to the Trustee hearing held on April-16,2025,whereby the Board approved the above referenced project,please find four(4)copies of the revised site plan sheet S-1,prepared by MCH Design Services,dated 4/24/2025. The revised plans show the addition of the proposed 15'wide non-turf vegetated buffer which is landward of the upper bulkhead and the label of existing variable width non-turf buffer for the area located between the two bulkheads as per the prior permit conditions. I believe the addition of this language to the plan completes the conditions for the permit. Please review the enclosed materials for the proposed residence renovation and additions. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner E 9% E VE A PR 2 5 2025 Southold Town Board of Trustees 631.644.5998 1 lisa@twinforkspermits.com 1288 East Montauk Highway,Hampton Bays,NY 11946 Glenn Goldsmith,President Town Hall Annex A.Nicholas Krupski,Vice President � 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly �' �'r Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 ` Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: l q_ Z 5 Completed infield by: C , U S r"e-�� Twin Fork Permits on behalf of CHARLES PARDEE & JILL MENNICKEN requests a Wetland Permit to demolish existing 1 Y2 story, 3,981 sq.ft. dwelling (Per Town Code Definition) consisting of demolishing existing second-floor and construct a new 906.2sq.ft. second floor with an 8'x17' balcony; reconstruct a portion of the first floor and sunroom and construct a 91.9sq.ft. addition and a 355.2sq.ft. sunroom; construct a 300.3sq.ft. northwest addition; construct a 28sq.ft. south landing and new 415.2sq.ft. landward covered porch; install a 5'8"x16'2" basement egress with retaining walls; reconstruct existing 4'x4'6" outdoor shower; A/C units against dwelling; abandon existing septic system and install a new I/Z sanitary system; and to establish and perpetually maintain a 15' wide vegetated non-turf, non-fertilization buffer area along the landward edge of the bulkhead. Located: 6760 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-126-11-3.1 TT of area to be impacted: 7Saltwater 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 A Kr ski ✓ E. Sepenoski L. Gillooly Peeples S.C.T.M.# DISTRICT 1000 SECTION 126 BLOCK 11 LOT 3. 1 #R-24-0587 DWELLING 20.8 LATERAL 3 INLET PORT OUTLET SOLVENT WELDED TO 4" WORKSHOP 20.8 ADAPTER ALL PORTS LONG STUB OF 4"SCHEDULE 40 ARE 4"OPENINGS PIPE CONNECTED TO FUJI 4"SDR 35 (TYP) CLEAN CEN UNIT(TYP) ITCH 1/8"/FT GRADE 19.7 GRADE (19.2) GRADE 5% MAX EL(19.0) C/0 TO GRADE 7r765- DIST INV17.46 DWELLING INV19.15 INV17.86 6 BOX EL17.63 WORKSHOP INV 18.44 INV17.3 (1) EACH 4"SDR 35 4"SDR 35 10'0x13'DEEP PITCH 1/4"/FT X PITCH 1/8"/FT LEACHING p 0 POOL p p EL 12.78 ====r = FUJI CENT EL4.63 HIGHEST EXPECT. GROUND WATER EL 1.5 SANITARY INVERTS SANITARY NOTES 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE SHALL BE PROVIDED TO THE SCDHS 3.PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE THE VENT PIPE SHALL BE PITCHED TOWARD THE 01 SO ANY LIQUID WILL DRAIN TOWARD THE OWTS 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE PROPOSED SEPTIC SYSTEM FOR 6 BEDROOMS SANITARY DESIGN BY: (1)FUJICLEAN CENT 700 GPD(OWTS) RICHARD M. MATO A.I.A. (1)LEACHING POOL 10'9x13'DEEP p0 BOX 2284 (1)EXPANSION POOL 10'0x13'DEEP AQUEBOGUE NY 11931 022.45' PHONE: (631)523-5879 18 / p}21.65" EMAIL: RMATOARCHITECT@GMAIL.COM CB7ELEV. 79.7 1 INLET, BROWN I 7 OUTLETS ^--- OL LOAM OJ20.65" r \' D ARGt 0.3' U.P. BROWN I ` C7S+.F. M.,✓1',p ��`�� t I SM LOAMY SAND Q.I' BOX ACCEPTS: \& �k I _ LIGHT COVER#3009C �\. S\Q' 19 FINE-MED. r MOH. 1 TOP VIEW HEAVY COVER#3017-C20 � O 0�\^o Qy GS��Q SP gANDN GRATE #3017-G20 Y \ \ \\# Pe / 5.S' 6"TALL RISER#3009 Gbh 1 \\G o SW12"TALL RISER#3009-R12PALE 4 "';';• <r \ \ p J\ h 23.55" MEDIUM NDCAP TYPE __.. BROWN o SAND m o) LEVELING DEVICE - \\ 4�4G41 NO WATER 17 17 OF \ NO\ HIGHEST EXP.WATER EL 1.5 `i_ -"~ 'N'7•;c BOX SEAL, 2"INCREMENT, _t_: RICHARD M. MATO A.I.A.NYS LISC#041861 K.WOYCHUK LS - =tea�'�•� ?� o% .IUNE 1.2015 TYP. "-;j,` f.= POLYLOK SEAL 0 0 #3001 TYP.40PLCSTYP. S140EL 18.9 I `D �\ EA GRAVEL LEVELING LEVEL NG PADPACTED SAND O ti ���,F GJQO \ DRAIN ; 1 MATERIAPOLYLOKL 20"DPE FRONT/SIDE VIEW \ Q\\ \ \1 MATERIAL-HDPE E C E 111 DISTRIBUTION BOX Polvlok DETAILS /�--- rz[ 1 2! OF BLUESTONE G•aIO..:..... _ \ '1' Jul. /U. . DRIVEWAY .2 : \ + �/.M 26 1 MO `\ I NO PROPOSED GAS SERVICE :ir o N�y t \� \ $ J A N 2 4 2025 / \ OR INGROUND TANK �'•'•'•'• � ' ... .. .. \ o \ Southold Town 6 �/\ EL 19 7 \ 1 i _ Board o`Trur'ees GRAVEL \ LAND N/F OF GRADE 5 \ J �-�s- - LOUIS VALENTE '•s; 1.; •.' ; cl STING SANITARY 2" ABANDONED AND .�:.22:t1NG.m \\ �5;.:: ;`y +':•' 'G \ CKFILLED WITH CLEA :•':• 'EXIS Zr10'0xl3'DEEf �\y6 N \ c INLET �ARSESAND 1�SNOP:. .: \`- CHAMBER Volume(gal) J0f\ o \ ADAPTER .� c0 •.m.: wort 20.$::•::•: \ 18 EXISTRIG Sedimentation Chamber 397 O 4 / � \� P e NT EL s Bi\' ::. ..iRa"3pW + GROUND Anaerobic Filtration Chamber 396 yO No \ �\ 4"N GE O 24" Aerobic Contact Filtration Chamber 181 \vm:� 5 Q`/ 6g EL 2 Clarification Chamber 90 � Q AIR HOSE AND Disinfection Chamber 6 U.P. ELECTRICAL SUPPLY Total Volume 1069 \ p`S�pno`"(;• Oe \ \ TIP TREATMENT UNIT .-FI111MAr'AIR PUMP ON PRECAST CONCRETE PAD � SPECIFICATIONS 19�\ -- \'�\ cc^'sF(` r� I 1 m NTS -��- Anaerobic Media 3 \o\\1 � ce 2G, I�y o \m Board Type Aerobic Media PVC/PP/PE Aerobic Media PP/PE a \ Blower 3.5cfmP LAND N/F OF \9.�\ \\\ ��Fs \3 \\ Tank FR ANDREW HOLFELDER \ \ \\ \ / Piping PVC/PP/PE \ \ 6 Access Covers Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets 18 R GSZ P DWELLING ELECTRICAL PANEL \ \ E- � PROPORGH \ \\ G°PFFED6 \ ro\ Z�EXISIR /� BREAKER TM EL1ss \ pAVE� Xlgi1NG gyp,• FujiClean USA. DRAINAGE CALCULATION \\ ¢.�v6oE:\a EL 1s PPj1 E 1st I jO REMAIN Toward Clean Water... scull BAFFL B DWELLING W/COVERED PORCH: 2668 SQ.FT. 2668 x 0.166=443Cf REQUIRED \ $' vR°F 1� I:r -. I V. }}1 ''� $' BCIRCUIT REAKER Ir' `r (2) 8'DIA x 6'DEEP DRYWi 531cf PROVIDED ✓\ 'S ON i ` W z 30AMP \ AD°I-C :Iaya - R°a \ q� ECIRCULATION P } DE DILATED\ AtR LIFT PUMP TYPICAL SILT R SCREEN SECTION N�F :;:,:;;,' IgtING 13.2 o LECTRICAL SERVICE TO \ ✓ ' J, "''•'`EX FRAME.;:.':_`::' ?� I HYDROACTION CONTROL PANEL © ,DISINFECTION \DEO7D(TILE FABRIC pR PR N1 {3 ",1 CYLINDER(OPTIONAL) SUPPORT POSTS °�. PPR \ 4"INLET PIP "OUTLET PIPE Flow DIRECTION WOOD OR METAL \\ EXIWER ;5 ..B�oRooMG '..''. PAEMp1 CWV�RED 1.1'E OtT q 4 !A c3 ESPP....; !::TOR STOOK °Yt. EXCAVATED TRENCH AND ;:;:18�,.;c')!.:.:J:`:i�;';J:;i';syi`: III EL I6a�l 1 O / CONTROLPANEL '--EFFLUENT BACKFlLLED TRENCH S•.•,., EXISTIPIG 0 1 I 19 /J / O AIR LIFT PUMP 1$N\ •N•f:Laa::I":•s:::<::: PF�'NV 'Ill ���� / INLET BAFFL EXISTING GROUND REMPN 19"``:195"1•'' 1t1I eALGG 111T1� 10 s' I o + J. 1 r'1 t �, WOODvlc' /,� p _ _�� T�FI� �p -1 LOW BAFFLE J 3W AIR INTAKE PR C 11g (CLEANING OPENING) I'MINIMUM ��(; RECIRCULATION PIP B \oP°°Of1` �M)30"0 1 �9 i/ 1.6'E FLOW OPENING(TYP PLAN VIEW �` F J i EXISTING SANITARY �16 7o BE ABANDONED I \ AND BACKFILLED // 2.4 E �% ISINFECTION / CYLINDER(OPTIONAL) / /W/CLEAN COARSE SAND. / / r�A !�� COVER 20"ACCESS COVE 20"ACCESS COVE 24"ACCESS COVE \ EL 184 Q � / g OQO PLUG 7-0" (TYP) (TVP) (TYP) N \\ / \ (THREADED) SQUARE - g' Installation Guidance FuliClean Schedule 40 PVC 90-Degree Inlet Adapter •� \ \ DER OE- /� /// -a1N� �Qv'\ V /TE O 1.The Fu LiClean 90-Degree Inlet Adapter has(4)openings(3)Inlets and(1)outlet.All of these will accept standard W \ ON G PT, �°j�pyPw \'! o ��``,V' CONCRETE BASE i schedule 40 fittings. 16 y 7 � �. CLEANQUT BOX 2.The top of the inlet adapter has a 6"opening that win be fibed with a 6"SDR riser pipe and cap as a clean out. \m / / / DECK 0 0 CLEANOUT 3 An unused en ports on the Fll iClean inlet adapter shall be w ADAPTER ADAPTER y try p ) p Aped with a 4'schedule 40 adapter 8 plug,or a Schedule 40 slip / \ / / 1�1 Cb � ,�C� cap that Is solvent welded to a short stub of pipe Inserted and solvent welded Into the adapter port ,5 w 4 The lateral entry adapter shall be secured to the Fu)iClean unit using a 4"long stub of 4"schedule 40 pipe that is solvent welded ( \ / /'+" f19' \� rc 30 DEGREE FITTING into the adapter outlet end and FuliClean inlet so that the adapter fits flush on the FuliClean unit \ \ //S� / v0 J' ~ 5.The the shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of \ \ EL 18.2 the adapter and prevent any settling or strain on the adapter or FujiClean unit e0 E 6,r�,7 6-Metal fitfings,pipe,and caps are NOT to be used for installation of the adapter. \ \ F G/ / �� 11' 7.Must Install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR \ P LV (�/ 4y S,r, q; 4;1• SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL 1 \\ 7 / , O FLOW Q, OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." .2 ` //11 8.The following are instructions on how to make a solvent weld for attaching piping to the FupClean lateral entry adapter CO sE-P LINE 1.Square pipe ends,chamfer and remove all dirt. 16� / P ('' y CLEANOUT DETAIL 2.Check dry fit of pipe and fitfing-Pipe should easily go 113 of the way into the fitting.If pipe bottoms,it should be snug O J\ ��o ��PO w NTS 3-Use a suitable applicator at least K the size of the pipe diameter Fa larger size pipe systems,use a natural bristle brush or roller O 4.Clean pipe and fitting with a listed primer(Do not use primer on ASS pipe and fittings Use Clear Cleaner onlyl) 5.Apply liberal coat of cement to pipe to the depth of the socket,leave no uncoated surface 6.Apply a thin coat of cement to the inside of the fitting;avoid puddling of cement 17 `'f SECTION A-A VIEW Puddling can muse weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe m 7 Assemble parts QUICKLY.Cement must be fluid If cement surface has dried,mcoat both parts 16/ 8 Push pipe FULLY into fitting using a''/,turning motion unhl pipe bottoms 9 Hold pipe and fithng together for 30 seconds to prevent pipe push-out-longer at low temperatures Wipe off excess O�� (\Y 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 10 Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees �� ZONED R-40 REVISED 09-30-24 LOCATIONS SHOWN ARE FROM F7ELD OBSERVATIONS Fahrenheit or with pipe above 3 inches DO NOT TEST WITH AIR. �' NOfJ-CONFORMING LOT REVISED 08-29-24 AND OR DATA OBTAINED FROM OTHERS. NOTE:The set up/cure hme is dependent on several factors The pipe size,socket fit,ambient temperature, REVISED 06-03-24 NA VD88 relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure Imes AREA: 32,975.28 S Q.FT. or 0.76 ACRES REVISED 05-13-24 ELEVATION DATUM: ALL MATERIALS SCHEDULE 40 PVC(TYP) r UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 6"SCHEDULE 40 END CAP ADAPTER 8 PLUG(TYP) CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE . • ONLY TO 774E PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7771177ON CLEANOUT TO GRADE ADAPTER FROM ABOVE(TYP) LISTED I-LREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. p 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE TOP VIEW(TYP) NOT INTEVDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY 6"SDR 35 PVC RISER ... PIPING UP TO GRADED EXTRAINLET Co SURVEY OF: O1 i�/r LENGTH VARIES(TYP) CAPPED VIA DESCRIBED PROPERTY F ,,.,... L: CERTIFIED T0: CHARLES PARDEE; 4"SCHEDULE 4 MAP OF: <'' P^ADAPTER 8 PLUG El s- OR CAP(TYP) R FILED: a Q 1 SIDE VIEW(TYP) SITUATED AT: LAUREL EXTRAINLET TOWN OF: SOUTHOLD r') ',"°^'., �� CAPPED VIA k>- " ' -. KENNETH M WOYCHUK LAND SURVEYING, PLLC 4"SCHEDULE 40 SUFFOLH COUNTY, NEW YORK �''? ADAPTER 8 PLUG : _ ... �'';=��� Professional Land Surveying and Design �"" Jyi bg b INLET ADAPTER OR CAP(TYP) ( trs� P.O. Bog 153 Aquebogue, NTS CkiINLET � F�' �% New York 11931 VIEW(TYP) FILE SCALE: 1"=30' DATE: MARCH 29 2024 I PHONE (631)298-1588 FAX (631) 298-1586 # 22$-41 � N.Y.S. LISC. NO. 050882 EA CALCULATIONS SITE DATA LOCATION: AREA: PROPERTY: 32,975.28 SF 0.76 ac PROPERTY: 32,975.28 SF BUILDABLE PROPERTY: 30,457.18 SF 0.07 ac - a (280-207d)GFA PERMITTED: 4,384.3 SF ESTIMATED AREA OF 10,000+/ 0.07 ac _~ ;i GROUND DISTURBANCE. c _ EXISTING 1ST.FLOOR: 1,779.6 SF _ EXISTING 2ND.FLOOR: 608.9 SF TOTAL: 2 EXISTING: AREA LOT COVERAGE: c� ,388.5 M J N Design Services 1ST.FLOOR DEMO: -269.2 SF HOUSE: 1,779.E SF 7 2ND.FLOOR DEMO: -608.9 SF SOUTH LANDING: 28.0 SF TOTAL DEMO: 878.1 SF SOUTH PORCH: 17.2 SF NORTH PORCH: 28.0 SF www.mchdesignservices.com 1ST.FLOOR ADDITION: 661.5 SF OUTDOOR SHOWER: 46.0 SF phone: a NEW 2ND.FLOOR: 906.2 SF (631)298-2250 aOLAI DETATCHED DECK: 288.8 SF FE 110 0 [[ ® TOTAL GFA: 3,687.0 SFJ BULKHEAD DECK 129.2 SF email: I U ACCESSORY BUILDING: 395.7 SF michael@mchdesignservices.com DETATCHED GARAGE: 490.0 SF PROPOSED TOTAL: 3,202.5 SF 10.5% STORMWATER MANAGEMENT DETAILS TO DEMOLISH: AREA LOT COVERAGE: _ _ _ _ _ _ SOUTH SUNROOM: 263.3 SF LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL SOUTH LANDING: -28.0 SF 2 RAIN PER HOUR PROVIDE: CAPACITY: NORTH PORCH: -28.0 SF / HOUSE ROOF 3,000 SF 501 CF (2)8'dia.,6'deep 507 CF TOTAL: -319.3 SF -1.1 PROPOSED: AREA LOT COVERAGE: OGEE GUTTER-STANDARD 5" NOTES: RE-BUILD SOUTH SUNROOM: 355.2 SF N I).IXECUTfoN: N.W.ADDITION: 300.3 SF A.DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. z).PREPARATION: SOUTH LANDING: 28.0 SF Q A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. NORTH PORCH: 415.2 SF \ ® / B). PREPARE SURFACES USING METHODS RECOMMENDED THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. TOTAL: 1,098.7 SF 3.6% C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT.3.INSTALLATION: w A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. COMBINED TOTAL: 3,981 SF 13.0% �./ , EXISTING 2).SHEETRTOBE METAL JOINCL{ENGTHS WITH WATED TOWARDS EER RTIGHT RTIGHT JOINTS. EVERY 40'OF RUN. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. EXCAVATE.• FILL - B). B).ALUMINUM:RIVET AND CAULK WITH A BUTYLSEALANT SLIP JOINT EXISTIMATED SOIL: IDS CY SO CY CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL O CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: METES AND BOUNDS: SURVEYOR: KEN WOYCHUK AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. MARCH 29,2024 sommmue B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. ELEVATION Oo c R NAVD 1988 EFRENCE: o ° ° SCTM: 1000-126-11-3.1 18'-0" MAX. C.to C. uj \ O GRADE LL < LL X ��' 6"MIN. ^ \ �j G4 93' �No v P4 \ 342. (1 �o z W �1 �:) - _ - -SILT FENCE PERSPECTIVE VIEW Q O N 21°3 9'2 011 W \ _ - SILT FENCE P4 Pq ` SILT FENCE '-` � ` NO I DW 1 ° a O v �% EXISTING WOOD WA C I O i `-'_ � �, 36" MINIMUM 2 x 2 ^^ -- \ EXISTING CONVENTIONAL S FENCE POST �6 , PROPOSED EW PROPOSED OUTSIDE SEPTTO IC SYSTEM SYSTEM E REMOVED AND Oi O STAIRS TO BASEMENT PROPOSED NEW 2ND.FLOOR EXISTING \ 2ND.FL�OR / \ (EXISTING TO BE DEMOILISHED) REPLACED WITH I/A SEPTI "o 0 FLAG POLE BALCONY TOP OVA WIRE FENCE am-now "'°P1 6L�FF \ I SOIL 6 x 6 - 10/ 10 WWF ` PROPOSED 1 STORY \ � PROPOSED NEW COVERED PORCH O, c DECK SUNROOM ADDITION I/TOP SOIL �1 p \ EXISTING f / \ I�� `'"�BG! \ I _•_. 1//� � / LOCATION EXISTING FILTER CLOTH _ 0 OBLUESTONE �� �° p•P�D��` { I / z / \ DRIVEWAY .S N 6� 11 CONC. Q�I{���Pv L�pF ° 6 iw \J � ' \ WASHOJ GStE / ZOU. \ Iw \ l�' CP0 4 EMBED FILTER CLOTH GRApE % CO-GREAT MIN. 6" INTO GROUND �x CK �\ n EXIST.1 STY O '� �� ,^„ OP N� I EXISTING STEP WALKWAY GARAGE GZ�, gP 64.6 CEO p1��ON Sti EXISTING PATIO EXIST.1 STY `) 4„ ' QROP Ad EX�S�.HO ON GRADE ACCESSORY P EC O N I C O 3'�(O / 1' BUILDING 5 6 ZNp.F� OR I NC.1 -I` DW NOTE: BAY O P ASHOU EXONI GRADENG _ boy,R \�0 MAXIMUM DRAINAGE AREA Js I EXISTING STEP 0 1/2 ACRE / 100 LINEAR FEET A WALKWAY - SILT FENCE _ 318.5 7' LSILT FENCE ° O'OO" E SECTION DETAIL S20 �\ SILT FENCE DETAILS rr °i _ C kkkkkk \ J A 2 4 2025 \ FR01=06ED SITE PLAN o..uuU1u kavan Bard of-I \ SCALE: 1" = 20'-0" ' DRAWN BY. MH OF NEW Y DEfR�OG,Q�y 10/14/2024 \ J ee )f Cr \ n W SCALE: SEE PLAN 0. I ASS� NP �-_ -- . p�:-�- , . _' __ _ SHEET NO: \ - i I h I M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com ....i..;._ D t 7 r "'F -T L "I. -T�T f T F- T 71F L F- FT E.......... ....... 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T- I T­ t J...J—.1—1 I F T LLJ P4 1 ] 1 L L4 ILL Zr F. L I i I- -------- TF 7 1. Z—D 777 XN PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-011 P4 z W< 0 A U 1:4 Pq z .............................. 0 DD 0 ❑ ......... ... ............ ..... ....... It— r DRAWN BY: MH EXISTING NORTH ELEVATION JAN 2 4 2025 10/14/2024 SCALE: 1/4" V-0" Southold Town DE6? Board of Trustees --- SCALE: SEE PLAN n 9A 0. Ib SHEET NO: S !I M C H Design Services www.mchdesignservices.com phone: (631)2 98-2250 ------------- —_�_._......__®._...__ ___— .—® email: .......... ...........--............._..._._......_..........._.........,,�................-............_-._....-....-_.._.....__..:�..._......_.............._......_...............................................�,_................................................... .........................................._........_................... �......................_.................................._......._.. .m .......__...... _._..__.. �...._.___.... -'-..__....._....__._........_...._....._........ ___ ....__...... _.._... _.... �,. ---- michael@mchdesignservices.com ...............-....._...........-..__..._. -.----_._,�_--------.__.._--_-_ --_-_._ -- _ --- ....................................................................._.................. .... ............._................................................................ ....................._............................................ ... ........_............................_......._.................... ....................... ........ ._......_.._.....__...__. .......__._.... - - -._..._._.._... .....__... .. - -".. -...._...._._-._ ...._......_......_...__._......._...._......�_..._....... .. _..- .. ._ ............._.......__............__......_ _.._.._._ ........_.._.....................-_............. _............._-- ......_........_..._. __..........................M ............_-......................._.... ...__.._..._ T...._._....__................_......... 1 _.� - - - _ I , i ' t , � 0 t j - ; iI : 1 a TI _7 YTT1 :h ; T i I I !I f -.0.1 lyTI -T. - T -T ; ! t L ��_. J _ _ _ _ 7_i I I NLLI i ALL I t I I � I E i I Li I i i II i I i i f �_._ 3 I ' i�_ ._.,_ ly I ■ € ! ! ! ! ❑ I i i ■ , ly I-- I TT I H t i ! I' I f i i LJ - i Uf' T uj i I I I, z O W A � PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" Z W W zp <44 Q U � p 'II �II ❑ a ■ DRAWN BY: MH 10/14/2024 F of NEIV Y EEt O I If SCALE: SEE PLAN P DER 4,p I?I. • EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" g a r�;, 2 �025 SHEET N O: Suuttoldhom ES Board of Trumiros S N 1 M C H Design Services www.mchdesianservices.com phone: (631)298-2250 email: michael@mchdesignservices.com ! , ! ! _L—.i..... - ..... II . 1_.... �..L .'. , 4 1 I�...... L i..._ �...... l_7' .. �...... ..� E...L._t.-..� l I i i 1 ! ; _ T1 ..... ... : �_ �_TE L .T..... !, .......... _ TT !� 1.....,...1.._.T...... T _ _ _ .....L T I .. ----_ —! T T �. ._�.. 1 1 1 �.� 1 , , r. . _ .. Z �I _.._. - T-1 , L I-] i ,LJ T.1... i. ...... 1.._.LT..... I i i � d...,. _ .....L _ _.��....._.......... 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T L( 1i i i PROPOSED SOUTH ELEVATION A a SCALE: 1/4" = V-0" W Q PO ra V W W z o A V ® o ® DRAWN BY: MH EXISTING SOUTH ELEVATIONi� - SCALE: 1/4" = V-0" 10/14/2024 ,1 A N 2 4 2025 _ SCALE: SEE PLAN \ OF N E;, Southold Town Board of Tru^fees `P y, DEER 4,A SHEET NO: t► A�aFESS NPR M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com —------------ ------ —-------- ----—------- —------ .....................-—---- ------ ............ ....................................................................... ..................................................... ................................................. ...................................................... ................................................. ............ ................................. .......................—......... ............................... ............................................................................... .....................................- ......... .................-....... ............... ................. ......................................................................... . ............................................. ............. ........................ ...... ............................................ ............................... .......................................................... -----------------.......................................................... .................................................................................................. ............................ ......................................... .................................................................................................... ................................................................................................ 1E1LL====!j IL-L I H I ii .......... 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F Ll I LT-IT-- � -_ r _ , LU F -T- T ry- P4 17-7-1 , i i wF I T-1 L J T-- T _LL 0 PROPOSED EAST ELEVATION V) >., Z SCALE: 1/4" = V-0" Pq p4 W z " P4 U �Z) Pq Z < 0 Au P4 w z a-,!� 0 O DRAWN BY: MH t) ®r E:� 1, 10/14/2024 J�N 2 4 2025 EXISTING EAST ELEVATION SCALE: SEE PLAN SCALE: 1/4" 1 -0" DEE,4?, SoPioldTown so, of Trust- n SHEET NO: 0 S 0 .--------------- EXISTING '-----------' M C HI i-----------; ; BATH No. 1 `'----------' ; I ' ' ' I , 1 1 , I 1 � I , If----------- Design Services ' f___________i 1 r I I I '' I 1 ----------' 1 ' ' ' 1 1 ' 4-------____ ' ________ www.mchdesignselvices.com ' ;-----------, , ' 1 ------ EX.CRAWL SPACE ; i----------- phone: phone: 1 ----------- (631)298-2250 1 1 ' I I EXISTING , �-----------, 1 ' -----------� 1 ----0_D�SHOWER ,_�zsc-,.:a ---------- ------aa:::az:::� ¢cw.'rs_.•---------------------- r �'------ff------� �---�-�za� f ' ; -----------} ; email: ♦ ' I .........4---------------d-------- -----• -4-----*.---------. ______-____' .________-__.,-______-.-___________________.•______________-___-, r , 1 s ,1 , . . 1 ; mchdesignservices.com ' 1. -----d ' 1 } mlc ae I 1 II II-------{ I 1 ' •,gin--��p ____ q �`` ' � ; , � 1 1 I II I i'I ---------------------------------------------------------- 01 1 --- EXISTING --- -- ------- --- ----- ; I I I I BEDROOM No.1 _ .--- ----------- -II f ' " - - -- I -y------ -------- EXISTING EXISTING ❑ N ' LN EX ING - BATH N i X /---- �;- ---- --- I ;©-- ---; BEDROOM o. 3,� • 1 1 ; — , _------------------- - I ,I;, EX.4.SX7 PARALLAM DEMOLISH I I I ------- -- � PROPOSED y.x■ „ rli. ALTERATIONS /I1 EX.4X6I n 11 11' I I1 1 ,1 II 1/• 11 N ■ Y ■ N P I 11 ' ' R I x ■ X ■ N ■ Y 11 11 N II 1 I I 1 1 "� , „ 1 ' R II II • R N ■ X • R ■ ■ II 11 p II I 1 . n 1 ♦/ r x x i N n ■ p n • n ■ I h 1 n x n, ' ' ■ 1{ N ■ Y M ■ ■ ■ X M Y N 1 1 P , 11 V 11 11 N 11 N ■ N ■ ■ 1 11 I 1 _ --------4_- -- XISTI G ---_ _ ___1♦ --o_ 1C A-i-_?- C-1ri_ --1G-a - __ -'. RX•I _;":: I I SUNROOM 4 -• x ■ u n x` N u u n f I EXIS-LING -..:_ � II„ r X II - - --- - -- - - -- - - -- 1. I J , , 1 , DEMOLISH ■ n n ■ n ■ R M ■ n x • ,i li BEDROOM)�lo.2 , EX.CRAWL SPACE ; EX. CRAWL SPACE � r n / I - a'o"BLK FOUNDATION EX. BASEMENT V , T-0"BLK FOUNDATION ; 1 , I 1 01 n 'I' , ' III ' , • „ °� p�j , �- _ r EXISTING BILCO I 1 EXISTING LIVING ROOM , , --�-- '$�::� ---_-- _-- ----_--EX.4X6 ----- - --_----EX.4X6_----- - i BULHEAD PROPOSE '� I ; �� rll 1 I ,1 1 �I ; ; L --__--=_;_-____=_, DEMOLISH AK) Ex.z-zxs DEMOLISH RECONSTRUCT / --- -----�--- ----- --R I i i ----------- ----®::-- --------- I - 1;1 I i i ------- - -- ---- - - - ---- -------- �..I..� 1 ' 1 I - III I / r l l i 1 1 x ; I / �I'II EXISTINF MASONRY PORCH ' ; `---------------------------------- 1 I I I I r AND BILCO TO BE RREMOVED ; ; DEMOLISH brr 'I _ _ _ _ _ ' I'I 1 1 ----- - _ — — r EXISTING KITCHEN ❑ ❑ ; '---" (EX.4X6SIL EXISTING W MASONRY PORCH � �1 v (�\•� O U I I 94 Q I A � 1 Q14 EX.CRAWL SPACE w I z III ❑ ; r — W m EXISTING ----------------------------' II COVERED I W PORCH O O I EXISTING r , -------- I WOOD W v PORCH �I V a EXISTING 1ST. FLOOR PLAN o SCALE: 3/16" = 1'-0" EXISTING FOUNDATION PLAN SCALE: 3/16 - 1 -0 ® �p EXISTING DORMER EXISTING DORMER TO REMOVE TO REMOVE WALLS,CEING.EM AND ROOF Q TO BE DEMOLISHED EXISTING ROOF TO REMOVE 1 I 1 1 I 1 EXISTING ROOF 1 1 TO REMOVE 1 1 � 1 I EXISTING WALL EXISTING WALL TO REMOVE TO REMOVE EXISTING TO REMAIN 1 1 1 I I SISTER ADDITIONAL STRUCTURE TO EXISTING FLOOR JOISTS --- '-'------- --' --------"-STINGL --'-' `-- --------- --- EXISTING WALL EXISTING WALL EXISTING LOFT TO REMAIN TO REMAIN 1 I I 1 1 1 1 1 EXISTING WALL 1 r TO REMAIN EXISTING WALL EXISTING TO I TO REMAIN REMAIN I I I I I EXISTING TO REMAIN EXISTING FLOOR TO REMAIN EXISTING 2ND. FLOOR TO BE DEMOLISHED DRAWN BY: MH L....,,,_. .l.........;i ll, EXISTING WALL EXISTING WALL 1- 11!.III III==Ili`!il_:..il '=1!1.=-.:it !il.=lll' I!i =r:iI--1Elr=-Eli 111-.-1 l- !11==!1=11 MAIN TO REMAIN TO REMAIN 1:=111 (11=III-� 'II-III 11!-111T-ill III'-II; I!, I,, ! I — ! f ADDITIONAL STRUCTURE TO BE ADDED AS REQUIRED a �` 1� ' t, 10/14/2024 =III �I •- =, _ ._ _ i-ill..-11 .'=IILTi!!=III=Ui=III-.-ill-!I1�—iil—�li—III--III.—ili-Ali=lil=11�-!11.-_-11::--1.'. . .:1�111--11.-11:=1i1==1�1—�11-:'� ` F pF NEI,I, SCALE: SEE PLAN�F �. DEFR �O,Q �O -- 'So,thotd[awn EXISTING CROSS SECTION 7 . ���r Boardcf7n�stces SHEET NO: SCALE: 1/4" = 1'-01' m W '1O ti° yQti AROFESS NPR EXISTING 2ND FLOOR PLAN SCALE: 3/16" = 1'-011 M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: 51-8tv michael@mchdesignservices.com A 211-211 81-011 %0 f-9 61-311 9111 51-211 7'-4It II EXISTING OUTDOOR SHOWER ----------- ------------ ------------------------ L 41-01 4 ---LLI--- -011 1, u 13 N ALL DRAT 4 ITO DR(WE4L 0 LALLY COLUMN w/ LL, --------------; 130TTON (bF STAIRWAY �2 30"X30"X12"FOOTING w/(4)#4 REBAR e.w. ID -----------------8X16-VENT--------------- CIC x #4 BAR @12" ------ CN III I C? < F, ZEEEZEEEZE---------- ---------- 00 T-0- --------- L6 7 GIRDER -----=_=1--- 1 3 -171 ME 6TRI)EP, III ----------------------------------- 3-9- [5cp Cxq III III I #4 BAR @12"OC ... -- -------- --- 81-63/4" ---IT 12"dia CONC PIER V-411-A.'. 41- 11 19t-611 ON 2'X2'X1'FTG tj 3'BELOW GRADE Q:; I 0 (TYPICAL) III 0? nl % PROPSOSED BASEMENT x Of 9'WALL HEIGHT _j M 4-211 -71/ 0 -634 1 ill 411 8' LIJ 1:4 B 't�P, HSS 5X.5YJ/4.'WBESEEEL.COL.Uh4N ------------- 12"dia CONC PIER 48"X48"XI2"FOOTING REINFORCED 1 0 ON 2,X2'XVFTC, SOLID-CORE DOOF 00 3'BELOW DBL 2X8 FJ 16"OC W/(6)#4 REBAR EACH WAY OW GRADE 8X16 I I W/WEATHERSTRIWING III ------- _ ----1- : 1 (3)9-1/2 MI-w/f2)5/8"STEEL PLATES(ALT:W8X24) (BEARING WALL ABOVE) AND DOOR SWEEP %0 nl rrYPICAL) C14 �4r < HSS 5X!5XI/4 TUBE STEEL COLUM 0 ZD 48'X48'XI2'fOOTINC REINFORCED rk x 1 0 I : w/(6)#1 REBAR EACH WAY 0 Ice 111 %0 ICY I - %3_rr:_ CN x I LL,:T P", Cn Lu !L4 ,L'Ni ID :: a P4 4=== PROPOSED a < 3 9-1/2 ML UIKL)tK 3 9-1/2 ML QIKL)tK C? 2X6 ACQ : E, III L�) = I ::: @16"OC EX. CRAWL SPACE COVERED < .,: I 00 4 1 1 In PROPOSED CRAWL SPACE x CMU I Ix X-0"BLK FOUNDATION FRAME WALL --- co%0 81-63/411 PORCH x cNill 2"SLAB AROUND STAIR i> r4 III LALLY COLUMN W/ CUT BACK FLOOR JOISTS 30"X30"X12"FOOTING fill AS NEEDED w/(4)#4 REBAR e.w. L -63411 81 A-1 ........... P4 2X6 ACID P,16"OCIII N 3 9-1/2 ML GIRDER 41-011 --------- ... .. . -_�-�/ZML GIRDER PH - - ----------- E -7---------------- 111 Ln CMU I---------- --------- 0 u ------------- P 0 x Lu t; Ice III -1 - - ----------- Ce 11 00 _V- ------------------- ---------- - 1> Lu Ce -311 ce III 77—77y 9' Cf a 00 .,11 00 In x -- ---- ------- C"I -------------------- DUTCH WALL: x III #4 BAR @12-OC w fill 12"dia CONC PIER1 I I �I i \O Q ---------------8X167VENT----------- ON 2'X2'XI'FrG YBELOW GRADE ,®r r — — — — — — — ' J 0 (TYPICAL) n 1 61-1111 FiIIII IIII Lcul 71-711 DBL 2X6 ACID P16"OC Cf -,g 'IT b LEDGER BOARD TO BE FASTENDED 00 x TO BUILDING WITH SELF- EXISTING CRAWLSPACE I COUNTERSINKING SCREWS 1 (2 SCREWS @ 32"O.C.) fill fill fill fin --inr- r — — — — — - fill I I - — — — — — — — — — — — J 1 EXISTING I PORCH 91-011 I 91-811 L — — — — — 1 1 PROJECT NORTH. S N A DRAWN BY: MH t� I0 10/14/2024 PROPOSED FOUNDATION PLAN 4 ?95 SCALE: 1/4" V-Olt ­-�outholdlown te2" _*ALE: SEE PLAN LP 0i TrUL rr SHEET NO: 0 0. A, 6 XN ALLDRAII BOTTOM Design Services www.mchdesignservices.com phone: (631)298-2250 email: O � michael@mchdesignservices.com I O PROPOSED D.D.STAIR EXISTING TO BASEMENT BATH No. 1 A 21'-2" 81_011 10 6'-31I 91_(]II 51_211 71_411 11 REPLACE HEADER 7 77 w/2-9-1/2 ML EXISTING O.D. SHOWER CX24 EGRESS A21 �p - _ - — - . - . - . - _ - ------ (3)1-3/4X14 ML FLUSH (3)1-3/4X14 L SH - - - /7777777- 2-2X10 HDR ' 2-2X10 H �+"� 2-2X8 REPLACE EXISTING HEADER w/ ce S-1/4X5-1/41.Be ( 8 ) ' (2)11-1/4 ML w/1/4 FLITCH PLATE PROPOSED �p PARALLAM �/ t ^ rN .FLOOR ABC COLUMN = p 1 LLII I v `�' HALF BAT o �_ u - •- -----(2Z2X8HDR--- ------- O a ______________ _���3_L_ __ ____ __ ';0° 6'- N NI O I( _ ------------------- V H o o Q 1 :1 N.. M I O ,f 1 `Q ® �O 2, n ' EXISTING SUNROOM _ O EXISTING o O BEDROOM No. 2 TO BE DEMOLISHED 00 ALTERATIONS 0 _ ' h 3 ui BEDROOM No. 1 (ALTERATIONS) o - N. 0 EXISTING 2x8 cJ 16"oc o Z LND M. EXISTING . 2X6 CJ (@16"Oc I — — — - - — — — X BATH ;; ,,, 1 , X �' i a cc W (ALTE ) ;; PAD OUT EXISTING WALL `t ;; J N Lu I - w N 1, / n TO MATCH 2X6 EXTERIOR 16 DBL 1- X 14 ML 16" c __E ,� , ,I FRONT HALL en x '�' "-""• U D TAPE TO 7 1/4"(UNDER DECK ABOVE) , N I n D t / ' :/ fV ,` Z-7 ` , M , 11 z . O 4-1-3/4X14 ML w/3-5/8"STEEL FLITCH PLATE FLUSH BEAM I ' ' ' �I I W 1; I LALTERNATIVE:W12X58� - ___==== ' ' 2-14 ML w/1/2"STEEL FLUSH - - - - -- - - - 1HSS 3-1/2X3-1/2X1/4 - - - �f _ / 4'-0" PL - 1 I I 1 I I I1 �I IR I I 1 I I M 6X6 ACQ POSTSTEEL COLUMN ' ' ' ' ' ' ' OT L RI :9'' .7s " ' ' ,I 3 1/2X5 1/41.8e_----- - WRAPPED(TYP) \ I I 1 I ,11 -------------- ----------- t ------- 1 1 1 I I T RU :1016• " 1 I 1 " PARALLAM W 'n I 1 I I I ER EIG T: 7.3 5" 'I COLUMN r/1 D 1 I I I T EAD DEPTH:H: 9. 0" 1 I I p M V J i• _ _ I SUN ROOM UMIER IFRII Rs:: i PROPOSED PORCH I W r I 1 1 1 �y _Q ' ' ' ' e¢ , „ , „ , „ ", OPEN STAI - OPEN RAILING .`` IPE DECKING I I Q I 1 1 1 X ,r RECONSTRUCT EXISTING SUNROOM .�''EXISTING FOUNDATION TO BE DEMOLISHED 4-11 4'11 4-11 I I 3'h RAILING I I AND REPLACED WITH A MONOLITHIC oC I N FOUNDATION.SUNROOM TO BE ENLARGED II I I I X X 0 w ' I ' T SOUTH OF EXISTING ANDI'WEST,WITH I I d' . V , , c NEW DECK OVER EXPANDED SUNROOM tl I ''? i 0e ° CENTER HALL ^^ PROPOSED a Ac N ENTRY M CO , l O W Z ' ' ' ' rr-•7 I STRUCTURE EXISTING OPENINGS TO REMAIN �p N O I 1 1 I II 1 - - - , I 1 I 1 '1 T T � I I 1 I I 1 I T+..�F4�--.�-t-r-r�s� Q r� O, N 1 1 I I I 1 1 I I I I 1 I I 1' 1 11 1 11 1 11 /w\ O Q < I I I I 1 1 I I 1 ' 1 II I I I 11 ^ 4-8 'I 3-1 Jr-5 M I I I A � 'Q 1 I I I I I r'-1. I I I 1 11 I-- I 1 4'-011 I 'I � � ^ � 11 1 1 I I I I 1 r ' . I I l i, I ,I I _ O I I I I I I 1 1 1 I I I I ,1 — 4'_0" u I N 1 i I I I I 3 00 � - - - - - 2'-0" 4'-0" a 67 O v ,o I I l o 9 EXISTING LIVING ROOM I I PANTRY o z I I -----------�--- n x I L - - - - - - - - - - - -I Iw ►= x N V Lu % /� 1 .I - - - - O 0 N • l I S � ce I I 41-0„ i ce a a W _ ear 2X8 CJ Ca116"OC �lip, u- , I m 1 I, REPLACE HEADER 1i111 --I I v U H I w/2-9-1/2 ML 11 i' 00 ' N (2)2X8 HDR REPLACE EX.HDR REPLACE EX.HDR w/(2)2X10 w/(2)2X10 (2)1-3/4X14 ML w/V2"STEEL FLUSH O 2 1-3/4X14 1/2"STEEL FLUSH 2 2X8 , \-O Q - . — _ - - - - --' - - - - - - - - - O r— HSS n l '-0" 3X3X1/4{::;; 13COLUMN;: 1 I STEEL COLUMN;; LU 1 LU EXISTING KITCHEN __ __ N ORER�ED PORCH CE u m PROTECT CABINET AND O nxi• O APPLIANCES PRIOR AND ' DURING CONSTRUCTION 2X6 CJ 0,16"OC O � I - -------- 2-2X8 I I EXISTING COVERED PORCH O O O -O -O 91-011 11 6'-1111 11 7 1 0 III 91.811 71_711 PROJECT NORTH 5 N. A �. DRAWN BY: MH t F of NEty Y D�ER/r 10/14/2024 PROPOSED 1ST. FLOOR PLAN 0�� SCALE: 1/4" 1'-0" n 0` " • W SCALE: SEE PLAN Q I ,r1,�,, 2 SHEET NO: M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 0 PROPOSED O.D.STAIR EXISTING TO BASEMENT BATH No. 1 A 21'-211 81_OII 61—311 9177 `t 51-211 7'-^11 11 REPLACE HEADER 7 w/2-9-1/2 ML EXISTING O.D. SHOWER 3 CX24 1,41 EGRESS A21 �p . — . . . . . . . . ------------- _ _ (3)1-3/4X14 ML FLUSH - (3�1-3/4X14N L F JSH - - - 2-2X10 HDR I 2-2X10 +^• 2-2X8 REPLACE EXISTING HEADER w/ 5-1/4X5-1/4 1.8e �8� ' (2)11-1/4 ML w/.1/4 FLITCH PLATE PROPOSED PARALLAM ; `—// FLOOR AB COLUMN = o i w I HALF BAT o I o 00 x x z Of ..��... -------------- -LL4/_1t� — --- -- I1011 LI— N N T ----C212X8 HDR--- ------- T ■ 1 _ -4- - - p N o o O I to I 0 -------- 2'4" �i `O W 1 ■ - ' EXISTING BEDROOM No. 2 EXISTING SUNROOM — O o0 � TO BE DEMOLISHED p LuBEDROOM No. 1 (ALTERATIONS) 0 _ ; EXISTING 2X8 CJ 16"OC o z o - - - - - - - - - -„_ = LND M. EXISTING 2X6 CJ Q16"OC Lu x BATH N,o: 2 „ ;; ■ ri OD (ALT/ ) PAD OUT EXISTING WALL '; = p I _ TO MATCH 2X6 EXTERIOR ' —' � _ ( V DBL 1-3/4 X 14 ML 16"OC v' --T _ o v ' C. B - TAPE TO 7-1/4"(UNDER DECK ABOVE) MM Po FRONT HALL N I B �.�„� :I: I �? � _ �� a ° ' z P4 3 t 4v O I l i I HSS 3-1/2 -1/2X1/4 N III 4-1-3/4X14 ML w/3-5/8"STEEL FLITCH PLATE FLUSH BEAM ` , 0 - " I ^ 1 I STEE OLUMN � I; I (_ALTERNATIVE:W12X581 _ _ _ =======' ' 2.14 ML w/1/2"STEEL FLUSH - -------1 HSS 3 1/2X3 1/2X1/4 •10, 1 — - i 4 0 PL I 1 I 1 I I Sr IR 1 I 1 m 6X6 ACQ POST - e� STEEL COLUMN OT L RI .9` .75 ^ fP _1 I I I 1 I 1I I I3-1/2X5-1/41.8e' '�' T RU •101 6.0 ^ ' ' ' PARALLAM Op WRAPPED(TYP)III1 1 ER EIG T: 7.3 5" COLUMNI I I I T ER H UM EAD DR RI R$:I$ I I 1 I M �( s I '_ ' PROPOSED PORCH W r a = e� i SUN ROOM - — - N O I I I 1 tb O ' ' ' 1 1 1 x Y% RECONSTRUCT EXISTING SUNROOM ,4,t_11a 4'-11n 41_1111 ". OPEN STAI OPEN RAILING ■ IPE DECKING I t I 1 Cv EXISTING FOUNDATION TO BE DEMOUSHED I I 3'h RAILING a AND REPLACED WITH A MONOLITHIC I N � FOUNDATION.SUNROOM TO BE ENLARGED I I I I v 0 ' ' X� X � W ■ I I I 3•SOUTH OF EXISTING ANDI'WEST.WITH �t U ■ Ce NEW DECK OVER EXPANDED SUNROOM .I I I I ';' �� P CcNTER HALL m PROPOSEDCe t g'-q I STRUCTURE EXISTING OPENINGS TO REMAIN 'I I I I i �o - I 1 1 ° N ENTRY r^ x ■ I l O W V I I 1 1 I 1 r�;* ' N I I ,--• O I t 1 1 I I 1 1 I 1 I I 11 1 11 1 11 1 Cie O Q I I t l I I I I 1 ; 1 II I 1 1 �+ — I 4-8 'I 3-1 5 41_0 1 1 III I • w I I I I I 1 1 1 I r l I I 1 I 11 1 ■ I I II, I I I — O 1 I I t I 1 I tl 'I 1 1 1 ,1 � 4'-OII_ _ ■1 I I I N 0P4 O uj — — — — — 4'-0" a O L V... EXISTING LIVING ROOM i i PANTRY ___________Q___ I � N1 cli I L _ — — — — —-— — — — — •� W I I — — — — — W I 1 � v IYS, Lu I I - - - - - 0 t i w I I --- ------91-311 Lu _ �� III 2X8 CJ Ca)16"OC I REPLACE HEADER , v - III:' � p UIH I w/2-9-1/2ML ill : 5E I X ■ t I CN , ) (2)2X8 HDR REPLACE EX.HDR 3 ' REPLACE EX.HDR "'' w/(2)2X10 w/(2)2X10 ' (2)1-3/4X14 ML w/1/2"STEEL FLUSH ,(2)1-3/4X141v1�,W/1/2".STEEL FLUSH. . 2_2X8 �O I -- G HSS 3X3X1/4�;; � 13 1_OII /� ; STEEL COLUMN ; Il(v` I III:' I _ ------------ LOUD COVERED PORCH ° EXISTING KITCHEN -- -- NEW(REPLACE EXISTING) I m m PROTECT CABINET AND O cxN■ O APPLIANCES PRIOR AND ' DURING CONSTRUCTION 2X6 CJ C�16"OC 01 ■ I I -- ----- 2-2X8 EXISTING COVERED ' PORCH O O O._O O (�1-011 It 6'-1111 II 1 7 1 9'-811 71-711 IL PROJECT NORTH 5D A DRAWN BY: MH PROPOSED 1ST. FLOOR PLAN ov Ntw 10/14/2024 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN 17- e AR�rtss SHEET NO: t1� Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A 47'-01/2" 7'-61/4" 32'-0" 7'-61/411 ------------------ 10 ol 6'-83/411 9'-31/411 9-31/411 6-83/4'1 i' 2LR % % LR R VINYL JAMB LINERS i i' (3)1-3/4X9-1/2 ML ' (3)1-3/4X9-1/2 ML STORAGE i 36"X60 ^ `� - SHOWER W ATTIC �. 00 5-0. 7'-61/411 12'-61/211 05'-1" 12'-61/2" ^ d- 10 U - 42" BATH o ; `--------------- I -- `D - ...� ' N PROPOSED OFFICE f '.,, N BEDROOM u 5'-0^ No. 3 x ..� / N 14'-O3/4" 6'-0" 2'-4" -61/4 co10 N 1 x W 4 N a Lite- m / \ N (V 5-1/4X5-1/4 M Nd" W ON 1.8e PARALLAM N • w iii i• — —4'-0"— — i i .ii i, i. BEAR G LL / ii Q > (3)11-7/8 ML FLUSH BEAM — — — — . w __ ^ C1 m (3)2X8 ¢ $-1/05-1/4 N v, 1.8e PARALLAM 1 1 1 1 1 1 1 1 1 1 1 I I N1 N 1 I 1 1 1 1 1 1 1 1 1 N DN 1 I 1 1 I 1 I 1 1 1 1 N fV OM ¢ I 1 I 1 I I 1 1 1 1 1 I Q M � RAILING W p� a oc x PROPOSED W M 00 BALCONY W x V � N LUM 5/4X4 IPE DECI,INC, VO i✓ w ' H 7'761/4" O a PROPOSED LOFT o O ATTIC ACCESS TO BE ZD 71-61/4" 01 N VERIFIED IN FIELD 5'.0" O 5-1/4X5-1/4 OD x Q x M ].Be PARAL M r - 81-011 5 01, d. MECHANICALS/ STORAGE o STORAGE - �! (3)2X8- (3)2X8 Q CX2p15 LR CX215 R CX235 LR CX2P5 LR DBL 2X6 DBL 2X6 10'-11h" 17'-101/211 401 1_011 7'-61/411 32'-011 7'-61/411 47'-01/211 PROJECT NORTH S N A DRAWN BY: MH 1 OF NEW Y 10/14/2024 PROPOSED 2ND FLOOR PLAN Cr SCALE: 1/4" = 1'-011 2 , ' , z - 1 SCALE: SEE PLAN `I�a do - �02 z r H E ET O.N • 2025 S Cnmd ofTnlstees i M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: / michael@mchdesignservices.com A Y / Y ♦ / Y , Y 1, •----------------- --i,'•-- "------------------------------'1.--, F-y---------' -, _-i------------------------------.a--,',h- -----------------, +I ,1 Y it i '1 11 h 1 11 r 1 1 ' --------------� ' O `o 11 i 11 1 V cd12 12 0 IN it �I 4 1 1 ctizo --------------a N ♦ I ' 1 Oit 1 1 4 T / ` ♦♦ / it LU ( � 12 12 11 1 �I --.-------------------� / / `♦♦♦ � I 8 11 1 ( v fff���777 �� 'i / 1 I , B ..�� 11 _ w �„ 1 r=i LU L-----------------a L-T--- -----------------------------------•= =--------------------a IIII L --------------------1---C -__--1---------------------------------..-.-- ------.--�---a�--�- H r . I„ 0 I + 11 H 1 11 O I„ � i „ � 2X8 RR Ca)16"OC 12 1-3/4X14 ML RIDGE = 1-3/4X14 ML RIDGEPQ II LU 1 II z I II W 1 11 I u 1 V I l u , II J 1 11 I 11 I H , 1 11 I II 1 11 PQ Fii 2X8 RR C@16"OC V I In w w 111 il..1- I O 1 I 1 1 11 r4L �2 1 1 1 �♦ I It 1.1 O 114 � 0 � 1 1 1 111 ' 11�-_ d--• 11 It_1 I V 1 1 + 11 z O I II 1 1 1 , O 12 11 -r 1-- ce O I'll 11 \O IY 1 Il l r X I I 1 It q 4 ^ II 1 I, r N it11 1 1, �1 12 II 1 11, 00 11 1 1'I r 1111 , 11 ce X N log Oki I+ ♦---- ------------ -i'I -- --r— ---- --- ---- �--.. ---- --- ---- ---.� --- --- ---- -T--------------------T- ---- --- ---- T•-a I"F- ---..----.--_-_--a 11 ' r -0- -ilxiF- - - -illo-- --- +1 _ J� -- — i` 1 11 ---------------Y"`-------T------- -"---------------" --------°----0----="-------T-------�`===a��- _s a, PROJECT NORTH 5 N A DEER�o� DRAWN BY: MH 10/14/2024 PROPOSED ROOF PLAN ti SCALE: 1/4" = 1'-0" SCALE: SEE PLAN SS NP ' SHEET NO: 4 2" 2" 1-3/4X14 O O O O 12' (90 (90 2' • • • • • ML RIDGE I\' r ■■ FASTENERTYPE: SPACING: Design Services No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH • '! O • • cc• • • ---- -__-__ 2X8 COLLAR TIE @16"OC No.10 WOOD-SCREWS WITH z1�n.EMSDDMMEfNT LENGTH 16"OCEtR@�6"OG ?X/O RR CtQ/6" www.mchdesirynservices.com 1/41n.d1a.LAGSCREW 'tr oC .7 BASED ANCHOR WITH 16'OC 2In.EMBEDMENT LENGTH 'S _ phone. o O •• - - - 2x8 a @16°oc 2x10 CJ @16"oc (631)298-2250 O O 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING email: GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) F9 9 michael@mchdesignservices.com O O i 1/2"APA RATED SHEATHING GRADE PLYWOOD • O (ALTERNATIVIVE:7/16"O.S.B.) • 0• FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC O O WINDOW SILL '�, 2In.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS (2)1-3/4X14 ML BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH (2)14"MIL w/1/2"STEEL THAN 4 FEET i 1/41n.dla.LAGSCREW 3/4"SUBFLOOR EXISTING BASED ANCHOR WITH 16"OC O 2In.EMBEDMENT LENGTH • • • • • 14"TA 110 FJ @16"OC M:! 14'TA 110 FJ @16 TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: BLOCKING BETWEEN JOIST 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WANCHORD-SCRE WITH B"oc UNDER BEARING WALL THAN 6 FEET OR GAL ND NUTS BOLTS W/WASHERS 21n.EMBEDMENT LENGTH AND NUTS 2'-0"O.C. TYPICAL MULTIPLE OPENINGS No.10 WDDD-SANCHOR REWS WITH BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET 2En.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/41n.dia.LAG SCREW BASED ANCHOR Wmi 16"OC THAN 8 FEET 2In.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WIND13ORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 0 0 t ^ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �•/ COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 3/4"SUBFLOOR CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2X6 16"OC DBL 2X6 16"OC 2X6 16"OC CUT BACK EX JOISTS AS REQ. SISTER 2X6 TO EX.-JOISTS TO BE 12"OC EXISTING ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. (3)9-1/2 (3)9-1/2 ML w/ (3)9-1/2 (3)9-1/2 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. a.. BUILT UP SILL ML (2)1/2"STEEL ML MIL OVER NEW WALL MATCH EX.SILL HEIGHT AS SHOWN EXISTING O SILL TO INSTALL OVER +:, EXISTING TERMITE SHIELD AND b, SILL SEAL. DUTCH WALL • •, A Generated by RESeheck•"Web Software L O • LALLY LALLY b� Compliance Certificate +bti COLUMN COLUMN LALLY +I 10"PC WALL - DAMPPROOF e.� COLUMNC. a:• Project 6760 PECONIC BAY BLVD. "�• +;, V Energy Code: 2018 1ECC GENERAL: 6 4"SLAB b � �( .. . . • • Z O Location SIDING TO MATCH EXIST. • Laurel, New York ;'p► ••• N. e. s�" s�"'• • ;'a' sr'••� r'••�a a,•-•.d •"•.d •'•,de :"^ • Construction Type: Single-family w/ 15#FELT UNDERLAMENT " •• " •• '• W A Project Type: Addition 24"X12 FTC, 24 X24'X12 30"X30"X12"FTG 24"X24"X12" 24'X24"X12' Climate Zone: 4 (5331 HDD) OR EQUAL. (3)#4 BAR FTG(TYP) (4)#4 BAR E.W. FTG(TYP) FTG(TYP) Permit Date: 1/2" SHEATHING OVER 1.4 Permit Number: 2X4 STUDWALL (TYPKAL) Z F� Pq All Electric false Is Renewable false 1/2" SHEETROCK AT WALLS A PROPOSED CROSS SECTION A Has Charger false AND CEILING (MOISTURE- Has RE- 7 12 SCALE: 1/4" - 1'-0" Q � � I-� Has Battery: false RESISTANT AT BATHS 1.4 Has Heat Pump. false ROOFING TO MATCH EXISTING rT, FV-I WITH FELT UNDERLAYMENT 1/2" CDX SHEATHING (MIN) �.T.� Z Construction Site: Owner/Agent: Designer/Contractor: 1-3/4X14 ML RIDGE INSTALL GUTTERS w/ DOWNSPOUTS OU 1.4 CONNECTED TO DRYWELLS TO CODE W ,,..�xw�,",.wu•r�n.w;�+ .wu*u. u. e;arsM,.�,smearromun�ew " rc^,m�.»rrev�nw.,. - 'arw;,a - �:xegrrw+n,^ev��,s.� ^ - 1 STRUCTURE EXPOSED THROUGHOUT 2X10 RR @16"OC BOLT OUT Q-I CONSTRUCTION TO BE REPAIRED/ Compliance: 0.0%Better Than Code Maximum UA: 339 Your UA: 339 Maximum SHGC: 0.40 Your SHGC: 0.30 GABLE O The 4/,Better or Worse Than Code Index-eflects how close to compliance the house is based on code trade-off rules. REPLACED AS NECESSARY It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. it Slah o'I-ar,arlp tre,+Poff,,arp no lonne"con�,!de•ed in the UA or performance compliance path in REScheck.Each slab-ongradn I 11 II II II II 11 II II II II II 11 11 II II 11 II II II II II " 11 as,.Pmhly in thF'sprcified climate,zone must meet the minimum energy code insulation R-value and depth requ1remPntS. 2XI0 RR @16"oC I 11 II 11 11 It 1111 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 2XIO RR @16"OC j nvotope>,Pl S.-�-i.,+.ssblitc 1 11 n 11 n n n n n n n n n u n u n n n n n n n 11 , �.?� y 1 1 1 1 2x10 CJ @16"OC (3 1ST.FLOOR:Flat Ceiling or Scissor Truss 631 21.0 0.0 0.047 0.026 30 16 FLUSH BEAM Q 2ND.FLOOR:Flat Ceiling or Scissor Truss 906 35.0 0.0 0.032 0.026 29 24 1ST.FLOOR:Wood Frame,16"o.c. 968 20.0 0.0 0.059 0,060 44 45 Door:Solid Door(under 50%glazing) 42 0.280 0.320 12 13 SIDELIGHT:Wood Frame 27 0.310 0.320 8 9 SHGC:0.22 Th RAILING DBL HUNG:Wood Frame 78 0.300 0.320 23 25 SHGC:0.31 5/4 DECKING OVER 2X ACQ SLEEPERS CSNIT/AWN:Wood Frame OVER EPDM,FLASHED,3/4"EXTERIOR SHGC:0.31 74 0.290 0.320 21 24 T&G SHTG.,TAPERED JOISTS,1/4"PITCH GUTTER AT END,DRAIN TO OUTSIDE 2NEI FLOOR:Wood Frame,16"o.c. 1,269 20.0 0.0 0.059 0.060 58 59 DOWNSPOUT OC 3/4"SUBFLOOR 2k8 SLDG DOOR:Glass Door(over50%glazing) 81 0.300 0.320 24 26 ZXBRR @,6 DBL 14"ML .; RR @76"OC SHGC:0.26 DBL 14"(9-1/2"min.)ML(VIF) DBL HUNG:Wood Frame MIN.7" 16"OC TAPER AND CUT AS RE 2X6 CJ 1 OC 36 0.300 0.320 11 12 +l 14"TJI110 16"OC DBL 14'ML 14"TJI110 16"OC SHGC:0.31 DROP WALL PLATE DOWN m @ @ (3)2X8 AS NEEDED FOR JOISTS AT Project Title: 6760 PECONIC BAY BLVD. Report date: 08/22/24 DECK FRAMING LOCATION GIRDER Data filename: Page 1 of 2 1 1 1 , 6X6 ACQ POST WRAPPED w/ I VINYL TRIM 1 1 I " I " El M D D 1:1 1 1 1 1 1 1 1 1 3 3/4"SUBFLOOR 3 4"SUBFLOOR 3 5 4 DECKING 5 4 DECKING DBL 2X8 FJ @l6"OC I I/a t t/a 11/a 11/2 t va 1 I/4 11/2 t va Iva (2)2X8 ACQ X6 AC 16"O EXISTING 2X6 F1 16"OC 2X6 FJ @16"OC 2X6 AC 16"OC GIRDER � BUILT UP ACQ �� (2)2x8 ACQ GIRDER SINK LAV W.G W.G. AV- AV. • SILL PLATES OVER EXIST NG EXITING BUILT UP ACQ :Q D.w. w.M. I3" - V. 12"dia X LK - Tu suo ER PIER b TERMITE SHIELD, PIER SILL PLATES OVER +b� PIER o� O F.A.I. r •; SILL SEAL TERMITE SHIELD, ' Cn SILL SEAL . . DRAWN BY: MH IC.O. 1 1/44 0 3 3 1 I/4 1114 _ - - _ vi a .. • ^ vi s .. _ - 3 c.a.� 11n 2 �c.o. 24"X24"X12" i•d e o ` 24"X24"X12" CONC.FTG ti +:a OF NEW 10/14/2024 NEW DUTCH b b� �, DEfR Yb.Q C_ �i 4 T WALL a:• .;a tT SCALE: SEE PLAN v _ TO APROVED 4 LLij ;Q �:• r� SLOPE" 114 PER FOOT 1MITCH TO DR TRAP HOUSE AIN 4::C.I. SEPTIC SYSTEM `b`. •. • •• • •. • •. • •. • •. • •. e CROSS SECTION B e p�= z s'p= `�°� ' / �`���� SHEET N O: PLUMBING SCHEMATIC 712 SCALE: 1/4" _ �'-o" (3)#4"CCONC.FTG ONT.BAR `��PESs F SCALE: NOT TO SCALE t._ .M of Trt�,�es i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H Design Services KING STUDS • ENDWALL RAFTER WALL STUD www.mchdesignservices.com CRIPPLE STUD phone: o BOTTOM PLATE o RIDGE (631)298-2250 ° HEADER LEDGER BATHTUB DOUBLE JOIST email: michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION USP NUMBER DESCRIPTION APPLICATIDN RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD OF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER' 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC gap IMP'' WALL STUD - �� THROUGH-ROOF EXHAUST VENTS SELECTED AND N LOCATED BY CONTRACTOR METAL STRAP - CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD - CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) - WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION WOOD JOIST Vol t „ v , FOUNDATION SIDEWALL FLASHING BLOCKING TOP PLATE FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STRAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD 0 NOT LESS THAN 1/150 OF THE AREA OF GUTTER O THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS ONTIN. SOFFIT / EXT. PLYWOOD PROVIDE HEMMED EDGE AT OPENINGS OF �/a INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. � LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE -1 4%30 18 a. STRAP AND JACK STUDS 8' 14'" LSTA30 1 " AND SO AS TO MAINTAIN AIR/ g GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 1E CONNECT TO" LSTA36 j-1/4%36" 18ga. STRAP AND JACK STUDS ,� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL a op op ROOFING LAPS BASE z 0 FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME A BASE FLASHING WRAPS CORNERS, a EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING ~ P W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT �[j�� ` z WOOD JOIST ^ �••I -► TOP PLATE u SIDE WALL FLASHING GIRDER/HEADER [�] W� 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST W Z �1 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD `y FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS Q U a AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION w 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 2' a ON ALL OPENINGS RIDGE VENT FOLDS 1-1/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. OVER RIDGE TO O INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS ^ _ 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS w ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD 0 DBL. SILL PLATE TERMITE SHIELD SILL GASKET WOOD JOISTS �..•� SL / a r TYP. CONC. FOUNDATION ( n ` 6OMIL. POLY AB ���� 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR V GRANULAR FILL e Vs I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR 1/2 " DIA. BOLTS @ 48" o.c. STAG. ., ° V STEEL COLUMN ,q ^ .� ° 4 I ° 4 • ' D, D � \ � ROOF JACK ` `�` STEEL BEAM CONC. SLAB 'q • r c n O �,q ANCHOR BOLT EMBEDMENT: ` s I 4" x 1/4" x 8" STEEL V � � � COMPACT FILL r POURED CONCRETE: 7" �` 'q • A q • sN ^ BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING D V A ° 4 ° 3 FLASHING AT �� WITH 1/2" x 6" ANCHOR BOLT n t.^ °- n CONC. FTG. 'p Q'q G p' SIDES AND TOP ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT La a° (USP LB PS58 OR B P583) %% ^ I I 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE - p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FCUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB it P.T. PLATE W/ 6X6 WMM \ I SLOPE 4-DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIRS ACE `� < ° ° " (WITH A NAILING PLATE IF NEEDED) DRAWN BY. MH • ','�Q'� AT END AND �• TO BE APROX. 1/2" OR HIGHER THAN p r• ES OF WOOD q ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° Q ; e�------«-----� a ' e a BEAMS I I e o �.,. _ D` D D D T� � i � 4,• t q ^" Q C d D ° 4 ° . °"' ° ° I (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) c � y Gi 6X6 W.W.M. - - - - - -•+ - - -•• r� T= T=�, II I � ; 10/14/2024 ..e p' o D 'q II—II�II�� E MIN. D .o�D D nD '^ Q�'q ��'q 4 A. r p _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM II q q o ~'I�� —SUB FLOOR ( ,N� 5 NOTCH EQUALS 1 4 DEPTH OF BEAM n REINFORCING BAR / o f I-I I 1 r�� . D -� REINFORCING BAR e•° _ ° d 4°,°'D �D I = OIST , N SCXLE: SEE PLAN DRAIN TILE i 1_ 2„ _' o e° SHEET METAL / 30# FELT UNDER BEAM AT POINT Ill ' . ��'� �° �° I STEEL BEAM ��F E ,Y oi�lowo OF CONTACT WITH CONCRETE OR CONC. BLOCK ll-M_ i=ice=iT �iI-_rP �� t• DEE �Q� Bo°arahof�N 3" PLATE (BOLT T TYPICAL CONC. MONOLITHIC FOUNDATION" REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �° SHIMS TO LEVEL BEAM � �.,J� w SHEET NO: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. n , 3" MINIMUM BEARING SURFACE FOR WOOC BEAM m W GARAGE DOOR BLOCKOUT �� { Z BEAM POCKET SSI I CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD 1ND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAVE!1 N G S SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED R MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H SOIL COMPACTION: Design services 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# i KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. www.mchdesignservices.com 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 hone: CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE p RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. 1 (631)298-2250 LEDGER email: RIDGE HEADER DECK AND COVERED PORCH NOTES: michael@mchdesignservices.com 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z_ All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS ;D 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS R173 OR R177 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal ( �1 POST for any contact with ACQ. �+ � TOP PLATE TOP PLATE BALUSTERS RIM/DECK JOIST 0 O HANDRAIL NOTES: WALL STUD WALL STUD OPEN BALUSTER ATTACHED TO WALL O All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE:CONTINUOUS THE(FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGIRIP PORTION OF ALl HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater 1 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION w than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD U EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 F J inches shall provide graspable finger recess area on both O sides of the profile.The finger recess shall begin with a rT1 ^ distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA. MAXIMUM inch within 7/8 inch below the widest portion of the a GIRDER/HEADER profile.The required depth shall continue for at least 3/8 ^ P w inch to a level that is not less than 1-3/4 inches below the V J tallest portion of the profile.The minimum width of the �-I z GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a ^ ^ °° maximum of 2-3/4 inches. Edges shall have a minimum / \ P4 a Z o radius of 0.01 inches. ���•••••••••���iii �L.� JOIST POST/COLUMN ° ° V ° W � F ) ,,,, POST/COLUMN !""'1 NAILING SCHEDULE z r q Z ROOF SHEATHING: al GIRDER/HEADER \01 V NAIL < JOINT DESCRIPTION QN SPACING NOTES W POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 a LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC �j O 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILINGSPLICED JOISTS OVER HEADER/GIRDER 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: NAIL 0 LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES �R RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o 1��a STU PARALLEL RAFTER WFCM-SBC LAP NAIL ��rryr�ti � '''•. BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �...J GIRDER OVER PARTITION WFCM-SBC LAP NAIL ° ,L, ;:: ; • COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST BLOCKING EACH TOE }::::: ; 2 8d COMMON ' r':,, TO RAFTER END NAIL .. tq.• ' ti;: y:;�;, .• RIM BOARD EACH END LEDGER I I t;f; •' - TO RAFTER 2-16d COMMON END NAIL ° GIRDER/HEADER I ;;1r CONCRETE PIER I w WOOD JOIST WOOD JOIST aa:c:a Ira .s:;' ...,•• WALL FRAMING: 1l• NAIL JOINT DESCRIPTION QAjI1L SPACING NOTES f ::: FLUSH JOISTS WITH HEADER/GIRDER " DOUBLE 2x TOP PLATE TO PER tl ``,, TOP PLATE 2-16d COMMO FOOT FACE NAIL CEILING JOIST TO BLDG.CONNECTION " I' " "V' (MINIMUM) ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE THE PROPER STEEL CONNECTOR. 4-16d COMMO LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL I IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. ROD ' I REQUIRED •;::�I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2-16d COMMO (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL FOR STU •i,••••" HEADER TO 16d COMMON 16"O.C. FACE hf: HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2-16d COMMOP I PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. i : BOTTOM PLATE TO: PIECE OF SIDING BELOWFOOT f: •••-;•--•--••THREADED ROD FLOOR JOIST, BAND JOIST, 2-16d COMMO PER FACE NAIL ' END JOIST OR BLOCKING 1/2"DIA:LAG BOLTS W/WASHERS i r;;•';:3== CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER I•' POST DECK FRAMING: @16^ i MINIMUM �__ �: �: NAIL NAIL - )THR END DISTANCE a t �� 1, D M I 2 THRU- ......... ;� . •••• JOINT DESCRIPTION QTY. SPACING �;, PW POST ^dia. \ • _ JOIST TO: PER TOE 10/14/2024 ANCHOR p` 'p PIER 16^TREAD :` f,� �•i�., .• MINIMIM SILL,TOP PLATE OR GIRDER 4 8d COMMONJOIST NAIL ; FLOOR FRAMING :,, •• c' 2x JOISTS °•° '-; END(a,.tSTANCE BRIDGING EACH TOE li 4 •;,;g•, i �• •, 12"x12"x12" " TO JOIST 2-8d COMMONEND ��'�� 2 GRADE • < ••b°• '�'�••,:� ••• ,oo��$� •• "+"•:r�t' CONCRETE FOOTING " > # n CONC.SLAB a it♦ v v v ..,..,. �.. r SCALE: SEE PLAN 'o• (ASREQ.) '4 .p, �....:.•• ' . BLOCKING FOR a• e a •••.? J v = BLOCKING EACH OE �E JOIST HANGER " " 2-8 END d COMMONw LAG BOLTS ;> B^dia. a BLOCKING IONG TO: EACH TAIL I DE6 Q $Orho Trustees 3 -16d COMMO �fio'F',� n , DECK PIER > �r�of Tru ees '� v C CONC. ° PER PLAN 3'-0 a' o PIER 4'° HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NA RIM JOIST/BD. �A. qQ.• ' `P o, o 09 tl9 SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTC CONNECTION LEDGER STRIP 3-16d COMMO EACH FA SHEET N O. t 4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS . TO BEAM JOIST NUJI a LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMONJOIST NA �' +y e' DECK/PORCH LEDGER CONNECTION BAND JOIST PER END 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO JOIST 3-16d COMMO JOIST NAIL E55 NP BAND JOIST TO: 2-16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT i WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: CiE �JERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL _ 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING n When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES L H_ CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) s TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) Deign service s 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES www.mehdesiQnservices.eom State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 (631)298-2250 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 email: COLLAR TIE AS PER TABLE 3.4 EACH FACE 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, :late, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 michael@mchdesignservices.com These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS U240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP STUD O.C. NAIL Sym• SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS 5) : CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION V1 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Z I-OUN RATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. 17 NONE: - 3). Provide 1/2" expamion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: rT, Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 1+1 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES U be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD f ' r BLOCKING EACH TOE �.,�..1 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 0 Z P4 P g g• SEE NOTES: 1 ( BOTH FIELDS) o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. W Q to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). �, anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL > along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 a 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL H M w 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES � �„I DECK AND COVERED PORCH NOTES' JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current ' TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W �i N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMMON PER END a w the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 'MO JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, rT, (� BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. P4 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: Pq QI FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHI 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 0For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. r:J 1). All framing techniques and methods as prescriptive design of current SBC High Wind „ NAIL NAIL P4 w Edition Wood Framing Construction Manual. 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION Q-� SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For a Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. framing members with 0.42<G<0.49 the nails spacing shall be reduced to 3 inches o.c. Z below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 g P g � O 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: n Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE ® 1.0 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C.where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ^�+ Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. �� WALLBOARD 5d COOLERS 10" O.C . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p fy QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted: state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES V OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor jousts at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NOTES• NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and(walls to have a minimum 1/2" thick, 4-ply Fir 1 Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed q CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. if wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. 12). Unless otherwise rioted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: p g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. p L� members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces DRAWN BY: M H over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13 . All bathroom wallas to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist th a passage of i g 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 10/14/2024 ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.ResIdenti diDF NEW to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. yo 3). All electrical work to comply with 2014 NEC. CO �' DEFR� SCALE: SEE PLAN 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314w, t� torch down type material over. and R315 of IRC. w IN SHEET NO: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G a,��° be installed with a foam sill gasket and cap-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP SS AND AND BASES.USE WITH FLASHING CAPS TO COVER TOP 3 M 6'7:'t@L"��L.D�"""St`,6..P_°..+1t9�.6'+C7J33V+�'�.'Diu'CS>*,.47'.nU':R'.l'L'dGt..• �n,..,m,,,,.».Q.m� imicn � ''waf,57.0.3 .f _ yl BOARD OF SOUTHOLD TOWN TRUSTEES - " SOUTHOLD,NEW YORK ` PERMIT NO. 10662 DATE: OCTOBER 16,2024 R Gv ISSUED TO: CHARLES PARDEE &JILL MENNICKEN � a . PROPERTY ADDRESS: 6760 PECONIC BAY BOULEVARD.LAUREL SCTM# 1000-126-11-3.1 J ' AUTHORIZATION ti. Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ` accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 16,2024,and 4' in consideration of application fee in the sum of$1,250.00 paid by Charles Pardee&Jill Mennicken and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: T y 1, Wetland Permit for the existing I Vz story dwelling; demolish existing second floor area L + and construct a 906.2sq.ft.second floor; reconstruction and additions to the existing first floor and sunroom; new south landing; new landward covered porch; abandon existing septic system and install an VA OWTS system; and to establish and }.. perpetually maintain a 15' wide non-turf buffer along the landward edge of the bulkhead; all as depicted on the site plan prepared.by MCH Design Services, received on October 22,2024, and stamped approved on October 29,2024. � IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. l OBI F044" ca v /Y CA O } r ` ,�.s-�:,st�a' m.�m�raat a ca>as%rea2acm'--— a; srss�t.�s -eats ems•• r '� {� 4•.` .`� "'.•! •,`'�'. ' •�' • ..•� •l �� � •'� `�' •titer. '•+''•%!'u!1`!!.' •� I•y'�i �j, 1. �+''yN ,r.Lr .�1. `>, . ` �.. �•�• S.S. n• New York State Department of Environmental Conservation Division of Environmental Permits - SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Telephone (631)444-0365 Facsimile (631)444-0360 Alexander B.Grannis Commissioner LETTER OF NON-JURISDICTION Richard and Marianna Kirikian August 16, 2007 67 Cove Road Oyster Bay NY 11771 NYSDEC# 1-4738-02195/00007 6760 Great Peconic Bay Boulevard Laurel NY SCTM# 1000-126-11-3.1 Dear Applicants: Based on the information your agent submitted and Department files for other properties in the area, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward of the'ex.tsfng functional bulkhead greater than 100 feet in length and constructed prior to 8/2q/77,�,as verged on the survey by Van Tuyl and Son dated 11/7/67, is beyond the jurisdiction of Article25:�'idal; ettaxids. Tlerefo�a xn accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required_undet the Tidal V�lctlands Act. Please be advised,however,that no construction, sedimentation; or.:clsiurbaixce'ci£any:lUlid may take place seaward of the tidal wetlands jurisdictional bioundary,--avi rial sated a eve «�itho>.:t a p—ermi:I .is your responsi i.i �o:ensure is :a necess4 f ry precautions are taken to prevent any sedimentation oz ot)ier:alteration of disturbance to:.the ground surface or vegetation within Tidal Wetlands junsdct�o�x wliicl rrmayresult froii�your pxoject. Sueli precautions may include maintaining adequate work area between the ixdal vcretlaxad jurisdictional; boundary and your project(i.e. a 15' to 20'wide construction arse)`or-erecting a.6wpoTary'feilce; barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. �� . . Very ' yyours John A. Wieland Deputy Permit Adi mistral*.r CC: Samuels & Steelman Architects Marine Habitat Protection file • /11 • • M, a. w _ of '• S v�� R !�,' � ++5 ! h` c • 111 Y r V w C �4N ? ,4✓ ,�f.'fir�� �" +�r�'� i t ,•.f� r�i. ,�r�E �' � � �Y � '�,,1' ` + Charles Pardee & Jill Mennicken 6760 Peconic Bay Blvd, Laurel SCTM No. 1000-126-11-3.1 Buono- t s 9 f to 4 Photograph 5) View looking west along the south property line at the non-turf Photograph 6) View looking east along the south property line at the non-turf buffer between the two bulkheads on the property. buffer between the two bulkheads on the property. Charles Pardee & Jill Mennicken 6760 Peconic Bay Blvd, Laurel SCTM No. 1000-126-11-3.1 k t A., r�r All s �: • X y r 1 , Photograph 7) View looking northeast from the south property line at the non- Photograph 8) View looking northeast from the south property line at the non- turf buffer between the two bulkheads on the property. turf buffer between the two bulkheads on the property and the adjacent properties to the east of the subject lot. I IIIIIII IIII lull IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII I Illlll lull IIIII llll Illl , SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type df Instrument: DECLARATION Recorded: 09/30/2021 Number of Pages: 16 At: 11:03:03 AM ' Receipt Number : 21-0171413 LIBER: D00013122 PAGE: 250 District: Section: Block: Lot: 1000 126.00 11.00 003.001 EMUNED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $80.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Fees Paid $320.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County i Y I-J u q 6 , J Number c pages ftconjEl) 7 ' ,. =0_i Sep :,O 11:03:01 RN JUDITH A. PASCALE This document will be publle CLERr OF -record!Please remove all SUFFOLV COUNTY Social'- Security Numbers 'uooalala2 p 250 prior 1 recording. . D'_d/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling, 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. i or FA-5217j(County) Sub Total �0 Spec./Add. EA-5217(Mate) TOT.MTG.TAX Dual Town Dual County R.P.T.S:A. v 4►� `d Held forAppointment Comm.of Ed. S. 00 TransferTax AAffidavit + Mansion Tax � , Certified opy The property covered by this mortgage is or will be Improved by a one or two NYS 5urc arge 15. 00 as family dwelling only. Sub Total YES orNO Other �+ Grand Total � u If NO, see appropriate tax clause on page# of thisinstru ent. i- 71 qa' 4 Distsif ODD ( 4638194 1000 12600 1100 003001 5 Community Preservation Fund Real Property P T S Consideration Amount$ Tax Servic R DMI �t 11MMID1111 Agency L ------23SEP-21 CPF Tax Due $ Verification improved 6 Satisfactions/Discharges Releases Llst Pro Owners Owners Mailing Address s RD&REfURNTO: Vacant Land Sv;FFo IKNviRonvn2N�'P1+ CoNSUintGC TD SIP-ee,+ ' a3aa MAW ' NewmiN than&e SMe E TD j j 9 3a .TD Marto:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 5 310 Center Drive, Riverhead, NY 11901 Co.Name FN r G www.suffolkcountyny.gov/clerk Title# OU Ae6NL 8 Suffolk County Recording & -Endorsenient Page Als page forms part•of the attached Dec L1gP_A -i on1 made M,: -. ---- (3PECIFY71'PE OF IidSTRUMENT) - - 61119R l e s 6. PFIiRG�.eGf The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of 30L)*0 In the VILLAGE a or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING. over _ y DECLARATION OF COVENANTS THIS DECLARATION made this 19th day of February , 2020, by Charles G. Pardee , residing at 109 N. Rhett Street- Southport, NC - 28461 , hereinafter referred to as "DECLARANT(S)": W I T N E S S E T H WHEREAS, DECLARANT(S) is/are the owner(s) of certain real property located on 6760 Great Peconic Bay Blvd. , Laurel , Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 126 , Block 11 , Lot 3.1 which is more particularly bounded and described as set forth in Schedule;"A" annexed hereto, hereinafter referred to as the Property; WHEREAS, . the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter •275 of the Town Code of the Town of Southold or its successor, and various • activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a VARIABLE WIDTH "non-turf buffer" adjacent to and landward of existing bulkhead and seaward of the existin retaining wall and WHEREAS, -the DECLARANT has considered the foregoing and has determined that the same will-, a for the best interests of the DECLARANT -and subsequent owners of 00 the Property. NOW, THEREFORE, the DECLARANT(S) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained a variable width, "non-turf buffer" as defined by Chapter 275 of the Town Code; and as depicted on survey/site plan last dated August 219t 2019 and stamped approved on September 180 2019, see Exhibit A attached; and 2) These covenants shall run with the land and shall be binding on the DECLARANT(S), his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS (WHEREOF, the owner(s) has/have duly executed this instrument this day of vy 20 Z0 OWNEM S SIGNATURE GhAgIe s 6. PA&4e2 OWNER'S SIGNATURE STATE OF New York COUMY OF Suffolk l On the autday of Y1 I , in the year 20,Q, before me the undersigned, allotary Publ c n and for said State, pefs`onally appeared ChAtle5 G. PA R,tv , personally known to me or proved to' me on the basis of satisfactory evidence to be the individual(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature(s) on the instrument, the individual or the persons on behalf of which t e individual(s) acted, executed the instrument. ota y Public DEVON M 611GGINS Notary Pubtlo,State of NOW York Q QV p/J l Not: In Suffolk County 2 Commisslon Ires A 125,2028 ti Document Prepared by: Bank of America,NA. Partial Release Department AND WHEN RECORDED,MAIL TO: Bank of America TX2-981.03-25 7105 Corporate Drive,Bldg B Plano,TX 75024 CONSENT TO EASEMENT MIN#100015702854625623 888.679.6377 �k x ` Gl by This Consent to Easement(the"Consent")is made this day of and between Mortgage Electronic Registration Systems,Inc.,whose address Is 1901 E Voorhees Street, Suite C,Danville,IL 61834,PO BOX 2026,Flint,M148501-2026,as nominee for Bank of America,N.A., and its successors and assigns,as Mortgagee(the"Mortgagee']and Charles G Pardee(the"Owner'). WITNESSETH WHEREAS,the Owner desires to grant unto The Town of Southfold,County of Suffolk,State of New York("Grantee")a DECLARATION OF COVENANTS Easement(the"Easement")over/under/across Owner's property located in Suffolk County, State of New York (the "Property). The Easement Agreement is attached hereto as Exhibit"A"and is Incorporated herein by this reference. WHEREAS,Owner granted a Mortgage to Mortgagee which was recorded on March 25,2019 in Lrber M00023014,Page 085 in the official records of Suffolk County, State of New York and which encumbers the Property. WHEREAS,Owner has requested that the Mortgagee consent to Owner's grant of the Easement. NOW THEREFORE, in and for valuable consideration, the receipt of which is hereby acknowledged,the Mortgagee consents to the Owner's grant of the Easement to Grantee and agrees that the Mortgage is subject to such Easement, provided however, that nothing contained in this provision shall operate to alter, change or modify the terms, provisions or conditions of the Mortgage, or any instrument described or referred to therein,or to release or affect the validity or priority of the lien,security interest and other rights of Mortgagee arising under or by virtue of the Mortgage. The lien, security interest and other rights of the Mortgagee to the Property by virtue of the Mortgage shall not be affected in any manner by the execution of this Consent other than to subordinate the lien to Grantee's rights under the Easemdnt such that In the event the Mortgagee forecloses its lien,Grantee's rights under the Easement shall not be extinguished. Witness the following signatures and seals: -v Mortgage'Electronic R�� is'tration Systems,Inc.as nAinee for Bank O merica,N.A.,and its- '' ccessors and,a igns Oil Scot Kielb)) ck. ' Iwb!4II�Gyy Vice Presider . "J f'"'C6�a�.�, ate• rYo��T . •�`` C3 11827 ConsentToEsmtMortgagee 21942 06=118 �rurrrrautr�r" UNIFORM FORM CERTIFICATE OF ACKNOWLEDGMENT (Outside of New York State) STATE OF TEXAS COUNTY OF COLLIN On'the day of in the year 2020 before me,the undersigned,personally appeared Scot Kik Poo'Vice President of Mortgage Electronic Registration Systems,Inc.,a Delaware Corporation, on behalf of said corporation,as nominee for Bank of America,N.A.and its successors and assigns, proved to me on the basis of satisfactory evidence to be Individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacity and that by his/her signature on the instrument,.the individual,or the person upon behalf of which the individual acted, executed the instrument �— tary Public HeMho A. VirJAS O HEATHVINA HEATHER A VINAS r ` Notary Public + STATE OF TEXAS My Comm.Exp.03-26-24 �OF Notary ID 012487340-4 FIRST INTERNATIONAL TITLE AGENCY 633 E Main Street,Bldg.2 Suite 3,Riverhead,NY 11901 Phone:631-953-4885/Fax:631-953-4889 TITLE CERTIFICATION J Title No.NY3773-01 FIRST INTERNATIONAL TITLE AGENCY hereby certifies to The County of Suffolk and Town,of Southold that it has searched the records in the Suffolk County Clerk's Office for a period of 20 years last past for the purposes of determining parties who must consent to the filing of Covenants and Restrictions affecting the premises described in Schedule A annexed hereto. Based on said records,the Company has determined that the only parties who must consent to said filing would be as follows: 1. Charles G.Pardee Fee Owner by deed in Liber 12986 cp 639 2. MERS,as nominee for Bank Mortgagee in Lber 23014 mp 085 Of America,N.A. 3. Judgments and Liens none on record. District: 1000 Section: 126.00 Block: 11.00 Lot: 003.001 The liability of the Company under this search is limited to five thousand dollars for any reason. Schedule A herewith J -Page 1- Title No.NY3773-01 Dated: February 28,2020 FIRST WONAL TITLE AGENCY C� Andrea Williams Vice President Page 2- Title No.NY3773-01 Schedule A ALL that certain plot,piece or parcel of land,situate,lying and being at Laurel,Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the southerly side of Peconic Bay Boulevard,said point being the division line between land now or formerly of Nintzel and the easterly line of herein described premises and from said point or place of beginning; RUNNING THENCE Southerly along said land,South 20 degrees 50 minutes 00 seconds East, 318.00 feet to the high water mark of Great Peconic Bay; RUNNING THENCE along said high water mark of Great Peconic Bay,South 36 degrees 10 minutes 12 seconds West,115.52 feet to the westerly side of a right of way; RUNNING THENCE Northerly along the said right of way,North 21 degrees 39 minutes 20 seconds West,342.93 feet to the southerly line of Peconic Bay Boulevard; RUNNING THENCE along the southerly side of Peconic Bay Boulevard,North 48 degrees 23 minutes 50 seconds East,108.87 feet to the point or place of BEGINNING. Page 3- 'K ,,,�N, 'N U N, 9kg R'x a xw OR A NN. q�' m R I S I�,X IN, M M ou"! I�Pv 4 "s,��(W�, 'w W Q,.,,�,M'mm, t KRRS�\""",�SRN�:,� 'In m n nu" "M K\V ,2 X X 'n I M N MR N N� "'f"N' A �q, s m �11�� X a, n -En'- ,M "NX X 'X� 'Ir m N m �N IWk­c �_z M j S 211AII, \4 M S MN 42 MIN % 94N 4,0"'M P Nl_\\\\,�\'�"I M ..... wm �R, ............... ............... 5'� 1�., �UV_xm I - x n", M M R __'PE-Z 12 Lm� ; � " " 2 \_�, "A �R_ 'A, " I , \ " , \ E ,IN N W -N- g �\g 2- ""N A A :�IX,, \'S QWNR, 'olnu n, I Min�, 's \�m M o t v.,\'m R, Oki �x R p ,M-M \,M, �A pm M gx 'As \m S M M i `kg"�'%l 0 'N e" W", 'M ng Mm & M" M,",11-411RIMPOw-1,1> �v am, sm sm ��ON - - 0. 2 Mml i�- !__ ,, �11 �;, . ..... In g W �10 R W N1 'g R W \�Ni M1 g n m "M t MIR M S M ini.\ R "'NE R 'M n �q g\, 4 §\ Q V RR -v a A.1� "S MIN 11"41 W 4, m mx, N hk, ,a M, mm 6` \n 2, ,, M 2 , "m mW k- N 0% m m M N 'R gmg. N' >x V M N R U-1- R ��\,Q............ 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M11"k, z K\11", NOTICE COUNTY OF SUFFOLK Q E 'E F'_'- y (D Real PropertyTax Seni-Ag­.y vv D ­1K a- 126 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, � Telephone: 631 765-1938 S o , NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 14, 2025 Re: LWRP Coastal Consistency Review for CHARLES PARDEE & JILL MENNICKEN SCTM# 1000-126-11-3.1 Twin Fork Permits on behalf of CHARLES PARDEE & JILL MENNICKEN requests a Wetland Permit to demolish existing 1 Y2 story, 3,981 sq.ft. dwelling (Per Town Code Definition) consisting of demolishing existing second-floor and construct a new 906.2sq.ft. second floor with an 8'x17' balcony; reconstruct a portion of the first floor and sunroom and construct a 91.9sq.ft. addition and a 355.2sq.ft. sunroom; construct a 300.3sq.ft. northwest addition; construct a 28sq.ft. south landing and new 415.2sq.ft. landward covered porch; install a 5'8"xl6'2" basement egress with retaining walls; reconstruct existing 4'x4'6" outdoor shower; A/C units against dwelling; abandon existing septic system and install a new I/Z sanitary system; and to establish and perpetually maintain a 15' wide vegetated non-turf, non-fertilization buffer area along the landward edge of the bulkhead. Located: 6760 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-126-11-3.1 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 action is CONSISTENT with LWRP Policy 6 and, therefore, CONSISTENT with the LWRP. A variable-width non-turf buffer is required pursuant to a Covenant and Restriction filed 09/30/2021. 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 Cantrell, Elizabeth From: Lisa Poyer <lisa@twinforkspermits.com> Sent: Tuesday, April 1,2025 9:21 AM To: Cantrell, Elizabeth Subject: Re: Pardee;SCTM# 1000-126.-11-3.1 Elizabeth, In regards to your prior comments: Square footage of the footprint of the demo (by the Town Building Department definition)/new dwelling: 3981 sq.ft. Dimension for the second story balcony:8'x 17' Dimension for the new basement expansion area with retaining walls:5'8"x 16'2" Outdoor shower dimensions at 4'x 4'6" and to be reconstructed The a/c condenser units are currently located in the northwest corner of the residence. The proposed a/c unit will be in the same area but need to be relocated due to the addition and the new cellar entrance. So the new units will be just north of the new cellar entrance stairs. No generator. Please advise if this response email is sufficient or if you need anything else. Thank you. Lisa Poyer Twin Forks Permits 631-644-5998 On Mar 31, 2025,at 3:44 PM, Cantrell, Elizabeth<elizabethc@town.southold.ny.us>wrote: Lisa, Regarding this application,what is the approx. square footage of the footprint of the size of the new/completed dwelling? What is the dimension for the second story balcony? What is the dimension for the basement entrance with retaining walls? What is the dimension for the existing outdoor shower and is it to remain or be reconstructed? Are there to be any generators or A/C units against the dwelling? These require Trustee permits so please add this information into your reply. Efiza6eth Cantreff Administrative Assistant Town of Southold Board of Trustees Phone: (631)765-1892 Fax: (631)765-6641 1 Cantrell, Elizabeth From: Lisa Poyer <lisa@twinforkspermits.com> Sent: Friday,January 24, 2025 10:22 AM w To: Cantrell, Elizabeth Cc: Hobson,Thomas Subject: Re:6760 Peconic Bay Blvd - Charles Pardee Received, Thanks Lisa >On Jan 24, 2025, at 9:15 AM, Cantrell, Elizabeth<elizabethc@town.southold.ny.us>wrote: >Good Morning, >Regarding your question on how to move forward with the Pardee property, I spoke to Trustee Goldsmith late yesterday afternoon and he has determined that because this has now been deemed a demolition a new full Wetland Permit application must be applied for. Please be sure to submit the exact same plans that the Building Dept.currently has as some of the plans in the current Wetland Permit file do not match what the Building Dept. has. >Sincerely, > Elizabeth Cantrell >Administrative Assistant >Town of Southold >Board of Trustees > Phone: (631)765-1892 > Fax: (631)765-6641 >-----Original Message----- *From: Lisa Poyer<lisa@twinforkspermits.com> >Sent:Tuesday,January 21, 2025 11:25 AM >To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> >Cc: Hobson,Thomas<tho mash @southoldtownny.gov> >Subject: 6760 Peconic Bay Blvd-Charles Pardee > Elizabeth, >Were you able to find out from the Board if resubmission of the application to include demolition now will be a full application or an administrative application.Thanks. > Lisa >ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Glenn Goldsmith,President �� "� /' Town Hall Annex A Nicholas Krupski,Vice President 54375 Route 25 }' P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams ' Fax(631) 765-6641 IOU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only 2 G E I V 2 Coastal Erosion Permit Application I fir- L5 Wetland Permit Application Administrative Permit J A N 24 2 225 Amendment/Transfer/Exte sio Received A lication: l 1 4 - pP Southold Town Received Fee: $ %ZE7� '� Board of Trustees Completed Ap lication: 3 Incomplete: SEQRA Classihoa 'on: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent):' �LWRP Consistency Assessment Form Sent: ��� CAC Referral Sent: E�]Date of Inspection: . T Receipt of CAC Report: Af t Technical Review: �LPublic Hearing Held Resolution: Owner(s)Legal Name of Property(as shown on Deed): Charles Pardee&Jill Mennicken Mailing Address: 6760 Peconic Bay Blvd. Laurel, NY 11948 , Phone Number: 631-269-3037 Suffolk County Tax Map Number: 1000 -. 126-11-3.1 Property Location:.. 6760 Peconic Bay Blvd., Laurel _ (If necessary,provide LILCO Pole#;distance to cross streets,and location) AGENT(If applicable): Lisa Poyer,Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone Number: 631-644-5998 Email; lisa@twinforkspermits.com �ard of Trustees Applicat� GENERAL DATA Land Area(in square feet):: 32,978 sq.ft. 0.757 A Area Zoning: R-40 Previous use of property:.. Single Family Residence Intended use of property: Single Family Residence Covenants and Restrictions on property? X Yes No If"Yes",please provide a copy. Bulkead Buffer Liber:D00013122 page 250 dated 09/30/2021 i 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 I X I NO Demolition associated with the project but not more than 50%demolition of the structure. Does the structure (s)on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date Trustee#6676 07/24/2007 Trustee#4966 transfer 08/14/2019 Trustee#9544 09/18/2019. C of C issuance no. 1696C dated 03/01/2020 Trustee#9683 08/19/2020 Trustee#10662 10/16/2024 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): Proposed demolition of the existing residence and new construction as classification by the Building Department for the existing residence second floor addition at 297.3 sq.ft.where the existing second floor is 608.9 sq.ft.to be demolished and new 906.2 sq.ft.second floor constructed, increase of 297.3 sq.ft. Reconstruction of a portion of first floor and small addition including demo of first floor sunroom at 263.3 sq.ft.and reconstruction and small addition at 91.9 sq.ft.for a reconstructed sunroom total ,at 355.2 sq.ft. New first floor addition in the northwest corner of the residence at 300.3 sq.ft.,new south landing at 28 sq.ft. and new covered porch on the landward side of the existing residence at 415.2 sq.ft. The project includes the abandonment of the existing traditional system and installation of a new I/A septic system. and the establishment of a 15'wide vegetated non- turf, no fertilization wetland buffer. >ard of Trustees Applicat;' WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: The proposed project will consist of an expansion to the existing residence to increase the area of the sunroom,the existing bedrooms in the residence and create a front entry area inside of the residence. There will be no increase in the total number of bedrooms in the residence(3 existing bedrooms to 3 proposed bedrooms). The proposed sunroom expansion will be located significantly behind the pier line of the adjacent residences on the neighboring lots.The project includes the abandonment of the existing traditional system and installation of a new I/A septic system. 0 sq.ft.property is bulkheaded Area of wetlands on lot:.. square feet Percent coverage of lot: 0 Closest distance between nearest existing structure and upland edge of wetlands: . . $�. feet Closest distance between nearest proposed structure and upland edge of wetlands: 74 feet Does the project involve excavation or filling? No X Yes For foundation of first floor If yes,how much material will be excavated?,- -125 cubic yards additions and I/A system. How much material will be filled?., 0 cubic yards Depth of which material will be removed or deposited -9 feet Proposed slope throughout the area of operations: <2 feet Manner in which material will be removed or deposited: Proposed excavation associated with the construction activities associated with the new footing/foundation for the addition sun room addition on the seaward side of the residence and first floor addition on the landward side-of the residence. Excavation in the one area of the basement to deepen the floor to meet a 9'ceiling height-only in section of existing basement,existing crawl space areas to remain unchanged. 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): The proposed project will have no or minimal impact to the open waters of Great Peconic Bay. The proposed upland work will be conducted on the landward side of a functional bulkhead and secondary bulkhead/retaining wall. All proposed construction activities will be located landward of a wire backed silt fence to prevent erosion of sediment into the bay. The installation of the I/A septic system will improve the water quality of the bay. 617.20 - Appendix B Short Environmental Assessment Form Instructions for Completing 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 investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. 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 1-Project and Sponsor Information Name of Action or Project: Pardee and Mennicken Residence Addition Project Location(describe,and attach a location map): 6760 Pecoinic Bay Blvd, Laurel, NY(SCTM No. 1000-126-11-3.1) Brief Description of Proposed Action: Demolition of the existing residence and new construction as classified by the Building Department. The proposed project will' consist of a first and second floor addition and reconstruction and Agent: Lisa Poyer,Twin Forks Permits enlargement of the sunroom of the existing residence. The proposed 288 E. Montauk Highway activities will occur landward of a functional bulkhead. Replacement Hampton Bays, NY 11946 of traditional septic system with a new I/A septic system. 631-644-5998 lisa@twinforkspermits.com Name of Applicant or Sponsor: Telephone: 631-269-3037 Charles Pardee &Jill Mennicken E-Mail: pardeec_q@qmail.com Address: 6760 Peconic Bay Blvd. City/PO: State: Zip Code: Laurel NY 11948 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 X 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: ' X NYSDEC letter of No Jurisdiction and Town building permit 3.a. Total acreage of the site of the proposed action? 0.757 acres b.Total acreage to be physically disturbed? 0.35 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.757 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban X Rural(non-agriculture) ❑Industrial ❑ Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, f NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 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: Name:Peconic Bay and Environs, Reason:Protect public health,water,vegetation,& X scenic beauty,Agency:Suffolk County, Date:7-12-88 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Individual septic system located on-site. X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Northern long-eared bat X 16.Is the project site located in the 100 year flood plain? NO YES Proposed activities located within the"X"flood zone. X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, 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: ❑NO®YES Gutters and leaders to on-site drywells. Page 2 of 4 18.Does the proposed action inc-cle Uonstruction or other activities that result in tlie'impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 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? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Agent: Lisa Poyer,Twin Forks Permits, Principal Planner Date: January 24,2025 Signature: Part 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 1 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 with an adopted land use plan or zoning regulations? 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? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 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 wal1cway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate 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,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? 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? 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-term,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. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 ' ,'oard of Trustees Applicat,-,- AFFIDAVIT Charles Pardee&Jill Mennicken BEING DULY SWORN DEPOSES AND 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 SOUTHOLD 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. - r Sign ure of Property Owner tgnature of Property Owner SWORN TO BEFORE ME THIS DAY OF CQ\ , 20 Z4 ;Or'P " MYA ROSA LAVIN PENA 1��:, Notary PublicNCU� State of Florida ���o Commission N HH 477748 Notary Public '."oF�o My Comm.Expires Jan 4,2028 Bonded through National Notary Assn. __,00ard of Trustees Applicat _ AUTHORIZATION (Where the applicant is not the owner) I/We, Charles Pardee&Jill Mennicken owners of the property identified as SCTM# 1000- 1000-126-11-3.1 in the town of Southold (Laurel) New York, hereby authorizes Lisa Poyer,Twin Forks Permits to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Propelfy Owner's Signature roperty Owner's Signature SWORN TO BEFORE ME THIS ` DAY OF , 20 WS ...jir vo••., MYA ROSA LAVIN PENA MA Notary Public-state of Florida otary Public � Commission N HH 477748 ' My Comm.Expires Jan 4,2028 Bonded through National Notary Assn. APPLICANUAGENUREPRESENTA.TIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Fthics prohibits conflicts of interest on the part of town officers and employees.The-purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOURNAME: Charles Pardee&Jill Mennicken (Last name,first name,.gtiddle 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 X Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally.(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,rparriage,or business interest."Business intercW means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO K If you 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. 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 of the 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•^n Submitted is I`1••Y day,of wo ZS Signature Print Nam Charles Pardee&Jill U4ennicken Form TS 1 APPLICANT/AGENT/REPRESENTATM TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethic rohibits confi�cts of iiiterc`t on the Hart of town officers and emnloyees the uroose of this Corm is to provide information whicli'can alert the town ofpossible conflicts on terest and allow rt to tale wh7tever actronas 'necessary to avoidsdtnd, YOURNAME: ..Lisa Poyer, Twin Forks Permits_.._ (Last name,first name,middle 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 TNT " — Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you'personally;(or through-yourcompany;•spouse;sibling,parent;4 hild)have a'relationship with'any officer:or.enrployee of the TownoF,Southold? "Relationship"includes;by`blood,ntarriage,;or business interest 'Business interest"means a business, ,,.-. including a partnersliin;iri Which the town'officer or en ployce'tras evc n a partial ativnershlp 6f(or•employrrient by)r'coiporatiori in which the tolj n,offider or employee o%vns nrore than 5%0 of the shares. YES NO _ X If you 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. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the own than the sttaiti of the eorpoiate stock of Ure.applicant' (when the applicant is a corp'oration); B)the lega[or'benefr,vial owner of any interest in anon-corporate•entity(when the applicant is not corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Subrnitjelhi day of7G 20.ESignatu PrintNi a P Form TS 1 hoard of Trustees Applicati PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAM - LL NAME: �71r1S 1a6 � /o '� STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public Board of Trustees Application E E V E n PROOF OF MAILING OF NOTICE APR 15 2025 ATTACH CERTIFIED MAIL RECEIPTS Southold Town APPLICATION NAME & SCTM#; Charles Pardee&Jill Mennicken 100 Board of Trustees NAME: ADDRESS: 126-10-19 1 Deborah Seidenberg 2575 Palisade Ave.,Apt 8D Bronx, NY 10463 126-10-20 Gregory& Darleen Olsen PO,Box 158 ` Laurel, NY 11948 Y 126-11-1 Lawrence Holfelder Rv.Tr. 10506 Carrollview Dr. Tampa, FL 33618 126-11-4 Louis&Susan Valente 3228 Gary Lane Merrick, NY 11566 STATE OF NEW YORK COUNTY OF SUFFOLK Lisa Poyer,Twin Forks Permits 288 E.Montauk Highway residing at Hampton Bays, NY 11946 , being duly sworn, deposes and says that on the _day of�-rk, X. , 20-.�5, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this 1 S Day of lr�� , 20 Kim E.Fuentes Notary Public,State of New York Qualified in Suffolk County LIC.#01FU4811709 Notary Pu lie Commission Expires April 30,���' r PostalPostal CERTIFIED O RECEIPTCERTIFIED MAIL cc 11 Domestic Mail Only Domestic 7 e s i c0ca tj'ITj ... qs ,,,,. [� 3 Certified Mail Fee $4•p '0946, .3 Certified Mail Fee � � 5 0946 ' Ico $ 99 S,ti ('I•I Extra Services&Fees(check box Extra SBNIC83&F s(check b@,t, ee e I 0, ❑Return Receipt(hardcopy) •j C3 ❑Return Racal pt(h COPY) YOiq I !1 !� stmark Retum Receipt(el tunic) $ 0 Postmark ❑Return Receipt(electronic) $. ❑ $ Here f (3 ❑Certified Mall Restricted De ery $ �f Il Tl�1 Si ere r3 ❑Certified Mail Restri ad Delivery $�„- y I•�„ - "' �" ❑Adult Signature Requ d $ Il.l ❑Adult Signature Required I $ -•- ❑Adult Signature Restricted elivery,$ _ ®�e. ru ❑AduLrl lt Signature Restrict Delivery fn Postage { i ��66!! 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Ncc `Lourel alY11943 , co Certified Mail Fee $4,05 i(94 tr! -0 Certified Mail Fee '. •J j �� ! cc $ 99 ; �p $ Q` $4.1 �� I1J Extra Services&(=R161VI (l l 6RServices&Fees(check b x,add roe a$��pr��a � C7 ❑Return Recelpt QC7 ❑Retum Recelpt(hardcop» $ " ❑Retum Receipt $ I I j Postmark Retum Receipt(electronic) $ - Postm-rk ❑Certlfled Mall R ery $ Hefe C7 ❑Certlfled Mall Restricted Dell ry $ Helti ❑Adult Signature $ T-N Adult Slgnaturo Required $ �� rU ❑AdultSignatureDelivery$ ❑Adult Signature Restricted Dell N$ •' Lrl Postage $�,•r{,�®� _ ��� Postage $1 X1 7v 1 0 $ t� 1+'j� f�41�77?�12 J p $ .4 4/ 1211�•J : '� $ P7bgea Fee r-1 Tq PR 9e and Fees vtS N IS Sent / re o �W. �p ( San Er ---- ------ _ ° e �- -- `r J,�c_c�h_ _ r�--------------------- . �tre a-dApt or� $trend Apt0. oP// / �+ �/p '/ r� [,/a��_ ------ -------------- - u7 C ZtP 1l t%/Sl --.2_ 5!1.Gr_: v- y ----- City, t P+4®D ate. ? e //9 Cr fd /D SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY E C I omplete items 1,2,and 3. A. Signallulb 71 ❑x Print your name and address on the reverse x E3 Agent P ( 13&ddressee so that we can return the card to you. B. Receive by anted Name) C. at of Delivery N Attach this card to the back of the mailpiece, CL or on the front if space permits. o5. a G T 1)0, 1. Article Addressed to: D. Is delivery address different from 1? 13 Yes 0 'A El F E 0 12C. -2 -6 4z� C If YES,enter delivery address below: C3 No Q =52 13 El 00 0 E 3: -C roe a) 0 o.EC fro F0 rn mo &! 1 0110 ❑D 0 M, i E Z' T LDar2� 0 3. 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J.; = 00 C3 0- N Attach this card to the back of the mail piece, B. Received by(Panted Name), C. Date of Deliverye 0-2 1 6:9 QJ LO 6 C\I 0 z or on the front if space permits. C\1 r%- -2 -6_=- ,a ru 1. Article Addressed to: D. Is delivery address different from ca 'a— , C) If YES,enter delivery address below: [3 No 0 E -5 Z-- (0 Ln C)- LOU I S gu.5a a IL, 1 , C 0 CL C13 CU LD — CO CY) C3 0 CD -0 C\I 33' j ate of item 1? D ! J? 0 Yes V E E r-, bQ 0 2'F (2i a ir 0) z Cl) la�6 T Lo a; ca E ca 0 .2—Q E Z Ln Dn U- 111,1111 3. Service Type ❑0 Priority Mail Expressg)ss®N 0 < 13 Adult Signature E3 Adult Signature Restricted Delivery 13 Registered MailTM N [3 Registered Mail Restricted 11111111 0 Certified Mall@ Delivery 9590 9402 9160 4225 8925 96 0 Certified Mall Restricted Delivery El Signature ConfirmationTM 2. Article Number 0 Collect on Delivery C3 Signature Confirmation _Tftrap�ns r rom service labe Collect on Delivery Restricted Delivery Restricted Delivery ? if 11 Restricted Dellirdry Z70 81�- 6' Mal 958 A 00) PS FomZj0'tj)U*0MV-5614EK-9053 Rdtur&,Recelpt Glenn Goldsmith,President �c',gtFFO(,,-o Town Hall Annex A.Nicholas Krupski,Vice President ,�� �y� 54375 Route 25 Eric Sepenoski y a P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeples y�j�l �a�! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD RT17A G E IVI E --------------------------------------------------------------- In the Matter of the Application ofR 1 5 2025 CHARLES PARDEE & JILL MENNICKEN COUNTY OF SUFFOLK Southold Town STATE OF NEW YORK Board of Trustees AFFIDAVIT OF POSTING ''TRH iP2-OS*TIWG�HA �1V� IXIM CCE ®1� T►LET ,SSET%EAY�SIzRI TIT ,r. r� IdEAItI�NG�D.�TE- COMPL�ErTE�Tr�r�s�t�nr-81k1 Q�l°� IGH�T�I�D �O�L � I, '-cs-A Poyer,I.,ZI%Fr r-kr PAAn,+;residing at/dba oln E./12?&N k' l �lSe being du sworn, depbse and say: That on the 7 day of APIJ , 2GA5 , I personally posted the property known as !P7Lo O PO c n G &`j E by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,April 16,2025. Dated: (signature) Sworn to before me this IS day of/ 20�� Kim E.Fuentes Notary Public,State of New York Qualified in Suffolk County LIC.#01 FU4811709 Commission Ex ires A ril 30, Notary Public y �yy•,it. fan .�..- ,T _,,. _ '•'Nx' Jl.y 41P (4 + h1 t P • ., '�f f: j•: ,: \gyp' v .. r.waa.,�►rxl�.'lG:.ul.�...w.:...�.,I�iL.�W.•,330 a:fN ECEIV � APR 1 5 2025 Southold Town Board of Trustees NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CHARLES PARDEE & JILL MENNICKEN SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing 1 % story, 3,981sq.ft. dwelling (Per Town Code Definition) consisting of demolishing existing second-floor and construct a new 906.2sq.ft. second floor with an 8'x17' balcony; reconstruct a portion of the first floor and sunroom and construct a 91.9sq.ft. addition and a 355.2sq.ft. sunroom; construct a 300.3sq.ft. northwest addition; construct a 28sq.ft. south landing and new 415.2sq.ft. landward covered porch; install a 5'8"x16'2" basement egress with retaining walls; reconstruct existing 4'x4'6" outdoor shower; A/C units against dwelling; abandon existing septic system and install a new I/Z sanitary system; and to establish and perpetually maintain a 15' wide vegetated non-turf, non-fertilization buffer area along the landward edge of the bulkhead. Located: 6760 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-126-11-3.1 TIME & DATE OF PUBLIC HEARING: Wednesday, April 16, 2025 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town files) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 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 manor 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 action will be evahuated�tas -to :its' siiftficant. berie'fieial aiid adverseeffects:ypori the coastal area(which includes all of SoutnoldTown). 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.answer must:`be explained in'.detail, listing both-s40060W and non- suo ortin facts: If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall riol.be. Merfaken. A copy 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. DESCRIP'ITON OF SITE AND PROPOSED ACTION SCTM# . 1000-126-11-3.1 PROJECT NAME_ . Pardee&Mennicken Residence Addition The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees .0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g_capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Fxl, Nature and extent of action: ' Proposed demolition of the existing residence and new construction as classification by the Building Department for the existing residence second floor addition at 297.3 sq.ft.where the existing second floor is 608.9 sq.ft.to be demolished and new 906.2 sq.ft.second floor constructed, increase of 297.3 sq.ft. Reconstruction of a portion of first floor and small addition including demo of first floor sunroom at 263.3 sq.ft.and reconstruction and small addition at 91.9 sq.ft.for a reconstructed sunroom total at 355.2 sq.ft. New first floor addition in the northwest corner of the residence at 300.3 sq.ft., new south landing at 28 sq.ft.and new covered porch on the landward side of the existing residence at 415.2 sq.ft. The project includes the abandonment of the existing traditional system and installation of a new I/A septic system and the establishment of a 15'wide vegetated non-turf, no fertilization wetland buffer. 6760 Peconic Bay Blvd. Location of action: Site acreage: 0.757 Acres Present land use: , Single Family Residence Present zoning classification: R-40 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: Charles Pardee&Jill Mennicken (b) Mailing address: 6760 Peconic Bay Blvd. Laurel, NY 11948 (c) Telephone number:Area Code( }. 631-269-3037 O Application hcation number, any.:—Y.:—N/A Will the action be directly undertaken,require funding,or approval by a state or federal agency? No`El If es,which state or federal agency?— C. Yes Y . . 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. Yes .I❑ No 0 Not Applicable The.proposed action is a single family residence demolition of the existing residence and construction of a new,residence as , classified by the Town Building:Department which will be located landward of a functional bulkhead on a private property.. 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 El Yes ❑ No 0 Not Applicable Single Family Residence demolition s. _,g ew residence construction as classified by, zvn. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section HI—Policies Pages 6 through 7 for evaluation criteria 0 Yes No Q Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. . Attach additional sheetsif 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 Yes 0 No 10 Not Applicable The proposed project includes a construction activities within a FEMA"X"flood zone. All proposed activities will occur landward of a functional bulkhead. 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 0 Yes No n Not Applicable The proposed residence construction will include gutters and leaders to dry wells. The project includes the abandonment of the existing traditional system and installation of a new I/A septic system. Attach additional 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 HI—Policies; Pages 22 through 32 for evaluation criteria. 0 Yes No Not A�m.a�,(,:able The proposed residence construction will include gutters and leaders to dry wells. 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. Q Yes R;No,.M Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. Attach additional sheets if necessary Policy 8. 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 'R No M Not Applicable Single.Family Residence demolition and new residence construction as classified by the Town. 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. El YeF 1 No� Not Applicable Private Single Family Residence Attach additional sheets if necessary WORE NG COAST POLICI]��. 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. :❑.Yes ,❑ No Q Not Applicable Single Family.Residence demolition and new residence construction as classified by the Town. 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. -❑ Yes :Q No❑ Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑.Yes ❑ No 0 Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. 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. El Yes ❑ No Q Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. PREPARED D By Lisa Poyer,Twin Forks Permits TITLE Principal Planner DATE January 24,2025 TWIN FORKS PERMITS January 24,2025 i JAN 2 A, 2025 _ -Via Hand Delivery- JAN 2 2026 Glenn Goldsmith,President -'� ' So ulho(ci Town Southold Town Trustees 54375 Main Road,PO Box 1179 ru Southold,NY 11971 - Boar"; G{-Trustees — RE: Wetland Permit Application Owner: Charles Pardee&Jill Mennicken Situate:6760 Peconic Bay Blvd.,Laurel,NY 11948 SCTM No. 1000-126:11-3.1 Dear Mr.Goldsmith: Please find the enclosed Wetland Permit Application for a proposed single family residence demolition and new construction as defined by the Town Building Department for the existing residence located at 6760 Peconic Bay Blvd., Laurel,NY(SCTM No. 1000-126.41-3.1). The project will include the renovation of the existing residence in the current location and the construction of a new addition on the landward side of the residence. However given the overall scope of work,the Town Building Department has deemed the project a demolition and new construction. The property is located along the Great Peconic Bay shoreline. The property has a functional bulkhead along the Peconic Bay and a secondary retainingibulkhead landward of the shoreline bulkhead. The proposed project will consist of the following:Proposed demolition of the existing residence and new construction as classified by the Building Department for the existing 1-1/2 story residence second floor addition at 297.3 sq.ft.where the existing second floor is 608.9 sq.ft.to be demolished and new 906.2 sq.ft.second floor constructed,increase of 297.3 sq. ft. Reconstruction of a portion of first floor and small addition including demo of first floor sunroom at 263.3 sq.ft.and reconstruction and small addition at 91.9 sq.ft.for a reconstructed sunroom total at 355.2 sq.ft. New first floor addition in the northwest corner of the residence at 300.3 sq.ft.,new south landing at 28 sq.ft.and new covered porch on the landward side of the existing residence at 415.2 sq.ft. The project includes the abandonment of the existing traditional system and installation of a new I/A septic system. and the establishment of a 15'wide vegetated non-turf,no fertilization wetland buffer. All proposed work to the residence will be conducted landward of a functional bulkhead and landward of erosion control silt fencing. The existing residence-is located landward of the neighboring properties pier line. In support of this application,the following materials have been enclosed for your review: 1. Application fee in the amount of$1250.00,check issued by Charles Pardee,no. 1004 dated 01/; 2. Four(4)copies of the Wetland Permit Application Checklist,Wetland Permit Application form including the General Data sheet,Wetland/Trustee Lands Application Data sheet, Short EAF,Affidavit and Authorization forms and Transactional Disclosure Forms as signed by the owners and the agent and LWRP Consistence Assessment Form; 3. Four(4)copies of the NYSDEC letter of no jurisdiction dated August 16,2007; 4. Four(4)copies of the existing buffer covenant document Liber D00013122 Page 250 Recorded 9/30/2021; 5. Four(4)copies of recent site photographs; 6. Four(4)copies of the proposed site plan,pier line diagram,floor plans and elevations as prepared by MCH Design Services sheets S-1,S-1a, S-2,A-1 through A-8 dated 6/26/2024;and 7. Four(4)copies of the property survey as prepared by Kenneth Woychuk Land Surveyor dated 03/29/2024 last revised on 09/30/2024. Please review the enclosed materials for the proposed residence renovation and additions. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, Lisa Poyer Principal Planner 631.644.5998 1 lisa@twinforkspermits.com 1 288 East Montauk Highway,Hampton Bays,NY 11946