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Home My WebLink About1000-31.-12-1 OFFICE LOCATIONS- Town � MAILING ADDRESS: Hall Annex P.O. Box 1179 5 37 State Route 2 Southold, NY 11971 oor. Main Rd. &Youngs Ave.) ld N 1 7]� Telephone: 631 765-193$ Southold, w �0 U LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUT HOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: June 9, 2026 Re: LWRP Coastal Consistency Review Brondmo, SCTM #1000-31.-12-1 This application is to demolish existing garage, main entry stairs to dwelling, and remove portions of existing driveway; construct additions onto the existing 999 sq. ft. one-story dwelling with a side entry platform and steps consisting of a 960 sq. ft. one- story addition that includes a 10'x11' front entry terrace on a slab foundation; remove existing 529 sq. ft. seaward deck and construct a 605 sq. ft. tiered wood deck with steps; existing Walkways and 59 sq. ft. sauna with roof overhang to remain; abandon existing septic system and install an I/A OWTS sanitary system landward of dwelling; and reconfigure existing gravel driveway. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as Well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: Policy 5.- Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. modifying existing sewage treatment facilities to provide improved nitrogen removal capacity Policy 6. Protect and restore ecological quality through the Town of Southold Policy 6.1 Protect and restore the quality and function of the Town of Southold ecosystem. B. Protect and restore ecological quality by adhering to the following measures. through the Town of Southold 2. Retain and add indigenous plans to maintain and restore values of nature ecological communities 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. This proposed action is on a nonconforming lot with a pre-existing residence that is less than 100 ft from the wetland boundary of Marion Lake. This proposed action includes the demolition of a garage to build an extension of the single-family dwelling and the refurbishment and expansion of an existing wood deck. The proposed action is inconsistent with Policy 6.1 B(2) because the proposed addition is too close to the embankment and doesn't do enough to protect the ecological quality of the land adjacent to the wetlands. Restricting the proposed addition to the existing footprint of the garage would allow this action to be more consistent. Retaining the existing trees and native vegetation within the native non turf buffer will mitigate proposed development impacts. The proposed native non turf buffer should extend to the top of the slope to further mitigate impacts. The proposed action is inconsistent with Policy 6.3A because it doesn't comply with Town Code Chapter 275-3(D)(1)(a)[1] that states the setback for a residence from the wetlands is 100 ft. A part of the proposed new addition and a part of the proposed deck expansion brings it closer to the wetland boundary. The proposed installation of an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) is consistent with Policy 5.1.C.3 which calls for the modification of 2 existing sewage treatment facilities that improves nitrogen capacity removal and will reduce nutrient input to adjacent waters. 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. Town of Southold Qr [� LWRP CONSISTENCY ASSESSMENT FORM MAY 2 2 2026 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 -------- - _____. �,- _ information used by a Town of Southold agency in n DY1 W(1k0Yi1rlq J& 01(, mi�f G� cep minor exempt actions including Building Permits IS L I gyp{f C�m INC+[Gad iin the Coastal Erosion Hazard Area. 2. C, the preparer of this form should review the exempt fop tlnpj if each policy contained in the Town of Southold Local y � 1�1U✓aS 1Y(-{'IGnd bposed action will be evaluated as to its si figr ficant + �� '�� it area(which includes all of Southold Town). W r�! ' 3• UP O nA1►19 y a yv 9� [rand S+ - answered "yes" or "no", then the proposed action will Wn 11(t r S-C+17ue 1%.. "M V,0160CA standards and conditions contained in the consistency QS O�ylna( hooly�Yltr1-f -f o �iy� explained in detail, listing both supporting and non- rtified as consistent with the LWRP policy standards and d kg-w rlgUn(Z VT away 31 •- 1'- - 1 3rondmo lowing places: online at the Town of Southold s website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 031.00 - 12.00 - 001.000 PROJECT NAME 510 Trumans Path ?:�ror%�mo The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ . Building Dept. ❑ Board of Trustees X❑ 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: ❑ Nature and extent of action: This project is seeking a wetlands permit. Non-tidal freshwater(Marion Lake) is south of the pre-existing home. Construction of a 960 SF addition (footprint of proposed is 34'-6"x 43'-8")to the existing 999 SF single-family dwelling (footprint of existing is 24'-7"x 40'-7"). Total proposed building footprint equals 74'-4"x 43'-8". Work includes foundation, framing, roofing and exterior finishes, along with necessary utility connections. Work also includes refurbishment of the 529 SF existing wood decking on the south side of the house, towards Marion Lake, making the deck a total of 605 SF. Note, the addition is within 6 FT of the top of the crest in a similar location to the pre-existing 307 SF garage (footprint of garage is. 20'-2"x 15'-2") in order to minimize site disturbance. Location of action: 510 Trumans Path, East Marion, NY 11939 Site acreage: 1.16 acres Present land use: Single family dwelling, residential 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: Margot Coffey (b) Mailing address: 430 Main Street 2nd Floor, Greenport, NY 11944 (c) Telephone number: 646.275.2447 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. aYes ❑ No ❑ Not Applicable This project retains the existing community character, preserves the open space on the Lake side and makes efficient use of the pre-existing infrastructure by targeting the pre-existing garage footprint for the proposed addition area. The exterior finishes of the addition will match the existing structure in kind to maintain the character. The location of the addition strategically uses the area surrounding the pre- existing garage to minimize land disturbance and the natural surroundings of the site. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No N Not Applicable This site does not have any historic or archaeological resources nor is it adjacent to any of these resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria X❑ Yes ❑ No ❑ Not Applicable This project enhances visual quality on site by investing in key updates to the main house structure through the proposal of an addition. The addition will rehabiliate the overall aesthetic by matching the new exterior finishes in kind with those at the main house and by removing the pre-existing and outdated garage structure. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria X❑ Yes ❑ No ❑ Not Applicable The proposed project is sensitive to the Marion Lake adjacency on the south side of the property. The area of new construction is targeted in the area of the pre-existing garage footprint to minimize disturbance to the land and natural surroundings. The proposed decking is designed to match the pre- existing aesthetic in kind and to tie the main house and addition structures together cohesively. 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 ❑ Yes ❑ No ONot Applicable The proposed project does not impact the water quality and supply. The proposed new decking will not create stormwater runoff because of the permeable wooden slat material. The new addition will have gutters and leaders to drywells. Attach additional sheets it necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. X1 Yes ❑No ❑ Not Applicable All standard precautions will be taken while construction is in progress within the 100 ft wetland barrier. Silt fencing and hay bails will remain along the boundary throughout construction. The construction of the addition will further protect the Southold Town ecosystems by ensuring the systems and infrastructure on site are in good standing and do not jeopardize the quality and function of these ecosystems. 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. ❑ Yes ❑No X❑ Not Applicable This proposed project will not impact air quality in any way. Therefore it will support the continued protection and improvement of air quality in the Town of Southold. 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 ❑ No X❑Not Applicable This project does not involve any alteration of or handling of solid waste and hazardous materials. 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. ❑ YeLl No X❑ Not Applicable This project does not impact or inhibit any public access or use of Marion Lake and there will be no loss of existing visual access to the lake. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No X❑ Not Applicable This project does not interfere with Southold's water-dependent uses. 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. a Yes ❑ No❑ Not Applicable The adjacent tidal waters to this project site will remain untouched and not impacted. This project does not interfere with the sustainable use of living marine resources in Marion Lake. 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❑ Not Applicable The proposed project takes place on an existing developed residential lot with an existing home and does not take in any significant renovation or construction. Therefore it supports the continued protection of agricultural lands in the Town of Southold. 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. U Yes ❑ No ❑ Not Applicable The proposed project does not add any significant energy burden to the property and there is no adverse environmental impact on energy or mineral resources due to this proposed project. Co-founder, PREPARED BY Margot Coffey TITLE Isaac-Rae Studio DATE 4/21/26 S. R ce t'.\.aL \ \ \ v. \ *^�•._ \ w*yr:.e• • .-�A .\! \ ✓ ,`.^v f \\\ ,,;, }BT '�\,.... �. +•-(� i. \� \ •l`rvU DM1 `\ \\ NO ORR •�\ =sc No '• \ \ \. \ \�.:. \\ *.\.. n, ,ic.n4mP' - • . -tq.-•v p \; \1 ",\. \.�1, �F \ \\ \\ \ ¢ SEE SEC NO.m G�Bd&9r ,P f6 itH WA ` \\'` '" SEE SEC ... • \ � i RO z 3a d d .. .•,\,\ \ NATCN.. /..... YS 'a - -n° W B \1 S T 4 �\\\ \\ ,so t� i '.Fy3 \`*EdR acL No •.• as \�. �:,, 'i ♦. \i \ \\:\\'\�` . 0 Rx B 2 vl .7 .. - lq^ u.<\ 6EESEC AO , "E .r •• 5 z-os -zzr �-�\\i 1 •` t - 1 .y 2 1..2 " C\� \' \ t >a ,� caa, 2 ^\ 2 9 } a ^q 'S•' t,•, d, .§ Z R+Sv.cEk I1A - M1y !!\ \ \ \ ozoe oo a A' b�c .S to �n zn-, kaki •` i 3 9',p?p1, d, ,• \ ,a'eac=) •\ t *s .q . 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'� •\\` \�,�,\\ t.\\ ' \\ , \''\\ \'\ \\ \\+' J\' rc� Al �,^�\ \., *\.: .\. F".x a^".a. \' ✓'' zs,N .�*,. p ti.ia ^ ''c \_ -\ •\� \ ,a \ v aaA ,: E;c,.r jd .w `\;r. ,'q..•sSe1 1 :"0 9-.\ ��- \ ,\; \'\-" \ E.. \ \ ;:\ \�\\\ t '��. R`"�°""°' - °"��"`""`°"•`'•�� - COUNTY OF SUFFOLK© N - Nonce K _ ,wc,NO loon SECTION NO c _' •__d„K's__ "�'`0--- -- � �,� —�— �.�L 3 R-1 Property Ta:Sl:r ki Ag—y y n �L-_-_ _-_- —_-_- _-_- --- N �. F w wslwomaNQAwvoniwNOFmE p, solrtxoto 031 taa cme.nA.•,m,.ad nB•nw, - )n SIFFGLRCp1av TArNW 6pi00'BIEO A p : , ——r—— �•.... —_..—— u- —__— u�vy w. (21) .,e..... W WRIgNf Ponnie+lsatgo,er Tle p -- o- - $ RLY R Itrc S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S): 1 MAIN ROAD s U.P. U. LAND N/F OF BETTY BILLMAN 18 310001 18 20 16 20 16 18 20 N 82°17,10 HEDGE U.P. d` 14 20 0. 4 6 810 ' •�a� :p:• :d 18 r16 a \ FRESHWA WETLA DS BO NDAR '� ` 16 \ AS DELINEAT BY 2.4'ROOF OVER • ' 'e, CONSULTA TS SE 13, 024 ; �J WOOD WALKWAYS ,•GRAVEL DRIVEWAY' (117S.F.) XZ :;: 14 BILCO js i ::::::::::: ` 12 �j 5.5'x4.4' DyT ry f \ 9 . .......... 10 { \ sl :;:: 20 \\ N. 20 cf ODD ... `% .!s2::... 18 20 3S0 s F�jr ��oQF 14 16 18 2 `\\ 1 g , WELL ? 18 , 2D G��y5 81012 10 12 ' \ 14 ''.. / 8 0 \' 18 16 \\ `• 14 tiny\ 16 ` 12 \ \ �— `•` 10 2 \\ 14� • 8 12 6 10 C CLEF s $ 20 ; BE io 6 1214- 16 APR 2 2 2026 J 4 jp0 18 LAND N/F OF MARILYN PASIERB Southold Town WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS LOT COVERAGE OF TOWN I Board of Trustees BUILDABLE LAND I 4 OR DATA OBTAINED FROM OTHERS PLAND AREA: 47,583 S.F. or 1.09 ACRES NAVD88 DWELLING:999 S.F. I AREA: 50,510.48 S.F. or 1.16 ACRES ELEVA770N•DATUM. GARAGE: 307 S.F. I 2 UNAUTHORIZED ALTERA77ON OR ADD177ON 70 THIS SURVEY IS A VIOLA770N OF SEC77ON 7209 OF 7HE NEW YORK STATE*EDUCA77ON LAW. COPIES OF THIS SURVEY TIERED WOOD DECK&STEPS:529 S.F. I MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 59 S.F. 1 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UIION SAUNA W/ROOF OVERHANG: WOOD WALKWAYS: 159 S.F. LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TUAON, GUARANTEES ARE NOT TRANSFERABLE. . ` THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 7HE STRUCTURES ARE FOR A 5PEC/F7C PURPOSE AND USE THEREFORE THEY ARE TOTAL:2011 S.F. or 4.2% `\ �j NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCE$ ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS: EASEMENTS ° \ L S AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY \\ S6 SURVEY OF.DESCRIBED PROPERTY OF NFw CERTIFIED TO: NINA BRONDMO; \\ MAP OF: �P��'k M. {10}/0� \ FILED: Y SITUATED AT:EAST MARION \ TOWN OF.SOUTHOLD \ SUFFOLK COUNTY, NEW YORK F2 ar" KENNETH M WOYCHUK LAND SURVEYING, PLLC s 0 0882 JQ Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 FILE //224-138 SCALE:1 n=30- DATE:NOV. 7, 2024 N.Y.S. LISC. NO. 050B82 PHONE (881)298-1588 FAX (891) 298-1588 SCTM #1000-31-13-7.4 1 SITE PROP. 10'0 LEACHING POOL °o / rs3, �\ � (VACANT) SCTM #1000-31-11-14 PWGC � W/ 10' EFF. DEPTH (VACANT) •sA •• \ ,6 �� 1 �\ ENVIRONMENTAL ENGINEERING SCONSULTING 44 PROP. FUJI CLEAN 500 GAL. / I I I ° /S/ P.W.GROSSER CONSULTING ENGINEER r / �/ (� . / TREATMENT UNIT-CEN5 �`\, M'.: &HYDROGEOLOGIST,D.P.C. — (r I l ( ~ �� 638Johnson Avenue..Suite \ 92 ` k'\ ' Pit—:(631)589fi7 J.Faz'Ifi371689-8705 TEST HOLE LOCATION .• ' �/r \ 1 \ \)� �~ �� \�,� s \ a E-mall:PWGC.INFO@PWGR631)5aCOM CONSULTANTS EXIST. SANITARY SYSTEM 1° )r '6� //i'% \\� , TO BE ABANDONED � ///I � ''\ � � ry°° • �. _ � / EXIST. WATER MAIN PROP. 985 SF 1-STORY ` - 'I �� \ \ / \°� �� \ VICINITY MAP ADDITION TO EXIST. RESIDENCE 10� \ \ 1\ \ \ \ \ / EXIST. OVERHEAD SCALE: 1"=800' F.F. EL. 25.2' - I \ 1 / ( ELECTRIC SERVICE ° 1°��ti . \ �m// 1� I I 0 800 1,600 EXIST. 1,205 SF 1 STORY 1 I ° 1/ / I / I I 1/� PROP. WATER SERVICE RESIDENCE TO REMAIN / SCALE: 1"= 800' F.F. EL. 25.2' .� \ l \1� / /i/° ^ � / / / /1 , PROP. FUTURE EXPANSION %� EXIST. WELL TO BE 0F NfjyY f // �i ABANDONED \�- �40. r` o ) �1 / / / / 100'WETLAND SETBACK r ems\ \ I , FRESHWATER WETLAND `E` 105360y v` BOUNDARY AS DELINEATED op��FESS10Np� �� = _ �� • / BY EN-CONSULTANTS ON SCTM #1000-31-12-2 SEPTEMBER 13, 2024 •' .. • •.• (IMPROVED W/ PUBLIC WATER) Unauthorized alteration or addition O to this drawing and related doamenfs / is a Notation of Section 7209 of the New York State Edumdon Law 4 ?q30j 2 -� I; I` OVERALL SITE PLAN {ppp /J ISAAC-RAE STUDIO O 50 100 LI vv 430 MAIN STREET APR 2 2 2026 GREENPORT,NY 11944 SCALE: 1" = 50' 510 TRUMANS PATH " Southold Town I PROPOSED I/A OWT RI ' ' ' ' ' . . , Board of Trustees SANITARY SYSTEM t: 510 TRUMANS PATH EAST MARION,TOWN OF SOUTHOLD SINGLE FAMILY DWELLING SUFFOLK COUNTY,NEW YORK SITE: 510 TRUMANS PATH THREE(3)BEDROOM-SINGLE FAMILY DWELLING=400 GPD i88o-31-1Y_1 EAST MARION, NY 11939 SCTM#: 1000-31-12-1 I/A OWTS DESIGN REQUIRED: 3 BEDROOM=400 GALLON SYSTEM OVERALL GROSS LOT AREA: 1.260 ACRES PROPOSED: ONE(1)FUJI CLEAN UNIT-MODEL CEN5 SITE PLAN BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE (500 GAL.TANK) TOTAL BUILDING AREA: 2,190 SF SANITARY LEACHING SYSTEM DESIGN NOTE: REQUIRED: 300 SQ. FT.OF SIDEWALL AREA 1 00 10'DIA. LEACHING POOL=31.4 SF/LF 1. SITE PLAN INFORMATION PROVIDED BY ISAAC-RAE STUDIO 300 SF/31.4 SF/LF=9.55 LF REQUIRED DATED MARCH 10,2026. PROPOSED: ONE(1)10'DIA.W/10'DEPTH LEACHING POOL 4 ISR2601 PROP. 10'0 LEACHING POOL W/ 10' EFF. DEPTH J / PROP. FUJI CLEAN �� Pa 0.0' DARK BROWN LOAM ELEV. 20.0'± PWGC 500 GAL. TREATMENT � o� 0.5' ELEV. 19.5'± ENVIRONMENTAL ENGINEERING B.CONSULTING UNIT-CEN5 2J EER � / �6 BROWN CLAYEY SAND P.W.GRBHYDROGEOLOGOSSER IST D.P.C.I / WITH GRAVEL SC 630 Johnson A,nu,..Suite7 TEST HOLE LOCATION ( ) 6ohem;a.NY.11716-2618 07 Phana:(fi31)589.6353.Far.(631)589-8705 5 90 4.0' ELEV. 16.0'± ma Eil:PWGC.INFO@PWGROSSERCOM � LIGHT BROWN FINE 20 p \ J /0, TO COARSE SAND WITH GRAVEL(SW) J J _ 8 0' EXIST. OVERHEAD ea cn (8' MIN.) ELECTRIC SERVICE 11.0' ELEV. 9.0,± PROP. FUTURE \ EXPANSION S� PROP. WATER LINE \ PALE BROWN FINE OFNf \ SAND (SP) PROP. ELECTRIC EXIST. SANITARY `~ LINE I SYSTEM TO BE ABANDONED o PROP. FUJI CLEAN I 18.0 ELEV. 2.0± AIR LINE WATER IN PALE `r<^pA 105" 0 V PROP. 2"f7J VENT PROPOSED � ��FESSIONA� 9353DFT �BROWN FINE SAND LINE W/CARBON N 1 STORY FRAME DWELLING ADDITION PROP. 985 SF FILTER F.F.EL.25.2 Z 1-STORYADDITION (SP) I TO EXIST. RESIDENCE 22.0' ELEV. -2.0'± t(this dravnneggdaalteration d eatedd admens PROP. CLEANOUT. 5aveYoon of Section 7209 F.F. EL. 25.2' ofthe New York Stt EdumVon Law TIERED WOOD PROP. FUJI BLOWER DECK BSTEPS , 6 �2 NOTE: GROUNDWATER ENCOUN C� `f'_` 3 35.0' EXIST. WELL TO 18 FT BELOW GRADE ", BE ABANDONED / ' PROP. FUJI CONTROL PANEL Zoe TEST HOLE DATA APR 2 2 2026 \/" MCDONALD GEOSERVICES EXIST. 1,205 SF 1SAAC- 1 1-STORY RESIDENCE / / MARCH 17, 2026 — SOU'[hGIU ZOVJCI 430 MAINN STREET TO REMAIN J / / / / / BOagGfTruSfees GREENPORT,NY1194a F.F. EL. 25.2' 510 TRUMANS PATH PROPOSED I/A OWT SCDHS APPROVAL , SANITARY SYSTEM PARTIAL SITE PLAN EA T MARIO SPAT" EAST ARION,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 100031-12-1 0 20 40 �- SCALE: 1" = 20' PARTIAL SITE PLAN 1 1. ALL PROPOSED PIPING TO BE 4"0 SDR-35,EXCEPT WHERE INDICATED. 2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL SCDHS REQUIREMENTS. C-101 3. ALL ELEVATIONS ARE IN NAVD88. 4. THERE ARE NO STORMWATER STRUCTURES PROPOSED AS PART OF THIS PROJECT. s~ 2 4 5. THERE ARE NO WELLS LOCATED WITHIN 150 FT OF THE PROPERTY. 6. THERE IS NO EXISTING GAS SERVICE TO THIS PROPERTY. EXISTING HEATING OIL TANK LOCATED IN BASEMENT OF RESIDENCE, ISR2601 SCUM BAFFLE B CHAMBER Volume(gal) Sedimentation Chamber 277 1 7-104 1 3 Anaerobic Filtration Chamber 278 2'-7Z' 2'-04 Aerobic Con act Filtration Chamber 127 RECIRCULATION Clarification Chamber 63 PWGC AIR LIFT PUMP Disinfection Chamber 4 0011- ® DISINFECTION Total Volume 749 CYLINDER(OPTIONAL) d'INLET PIPE /'OUTLET PIPE SPECIFICATIONS ENVIRONMENTAL ENGINEERING&CONSULTING AL JA Anaerobic Media PP/PE P.W.GROSSER CONSULTING ENGINEER _ Board Type Aerobic Media PVC/PP/PE &HYDROGEOLOGIST,D.P.C. 4-4 Aerobic Media PP I PE Blower 2.8 cmS¢h¢mla.NY.11716-2618 EFFLUENT Phone:(631)589-6353.IF—(631)589-8705 Piping PVC/PP/PE INLET BAFFLE ® AIR LIFT PUMP Tank© ' FRP - E-mall:PWGC.INFO@PWGROSSERCOM O Access Ccvere Plastic/Cast Iron Disinfectant Optional) Chlorine Tablels FLOWBAFFLE 3/4'AIRINTAKE RECIRCULATION PIPE (CLEANING OPENING) B - FLOW OPENING(rYP.) 4'MAX 16'MANHOLE W/ PLAN VIEW DISINFECTION 4"DIA.PVC PIPE ORENCO RISER 24'MANHOLE w/ CYLINDER(OPnONAL) 24'ACCESS COVER (SDR-35)@X/1'MIN. 1'MIN BURIED CONCRETE COVER AND SAFETY GRATE ADD RISERS AS 10' AND SAF RISER NECESSARY 2'MAX 2'MAX CONCRETE AND SAFETY GRATE 0GRADE EL.20.0't FLOW OPENING GRADE 18.0± z 0 1 H2O LOAD SLAB 1 1'-2" BOARD TYPE INLET1-o-'�GRADE EL.20.0± CONTACT MEDIA �ia EXISTING 4"CAST IRON PIPE 4"0 PVC PIPE , o r3 0 0 25'MAX. THROUGH 4'DIA.PVC PIPE © 4'DIA PVC INV.15.00' 0 0 0 0 FOUNDATION (SDR-35) (SDR-35) 10' 0 Z3 0 3'MIN. \ WALL INV.17.02 INV.16.85' ® C LLAR\ 5'-5" RECIRCUILATION INV.17.70' AIRLIF PUMP 0 C3 0 0 0 0 0 0❑ �j 7„ 1„ 7 0 0 0 11 0 0 C3 0 ;6'MIN. SANITARY LINE 4'4g 4'-3— 4'-28 8 8 ❑0 0 0 0 0 0 0❑ PENETRATION ❑o 0 0 0 0 0 0❑ ;INTO A VIRGIN ❑o 0 1� 1� 0 11❑ STRATA �EQF Nf f(7 © © AEROBIC MEDIA �--10'DIA. ,GRAVEL OF SAND& Q, QNO Y� YMIK TO GROUNDWATER BOT.ELEV.5.00' BOT.EL.12.61' AERATION ASSEMBLY / BACKFILL WITH GRAVEL �/\ CLEAN SAND& SECTION A-A VIEW GIN SECTION B-B VIEW = r EL.2.9± HIGHEST EXPECTED GROUNDWATER ELEVATION 2.0' (CONFIRMED WITH USGS DEPTH TO WATER VIEWER) �f0 105360 V PROP. CLEANOUT FUJI CLEAN TREATMENT UNIT-CEN 5 SANITARY LEACHING POOL A�FESS_10Np�" SCALE:NTS SCALE:NTS SCALE:NTS NOTE: Unauthorized alteration or addition 1. REFER TO THE DESIGN CALCULATIONS FOR THE MINIMUM EFFECTIVE DEPTH OF to this drawing and related documen s THE LEACHING POOL. oftheNwYorrknState ducafonLaw 2. THE CONTRACTOR IS ADVISED THAT THE EFFECTIVE DEPTH IS NOT THE ACTUAL DEPTH OF THE LEACHING POOL.THE CONTRACTOR SHALL INSTALL ADDITIONAL s "DUMMY RINGS"AS REQUIRED TO ACHIEVE THE EFFECTIVE DEPTH SPECIFIED. 4 3. DESIGN CONCRETE COMPRESSIVE STRENGTH=4.000 PSI AT 28 DAYS,AASHTO z H-20 LOADING. 04/1111 IFK _ ISAAC-RAE STUDIO APR 2 2 2026 430 MAIN STREET GREENPORT,NY 11944 510 TRUMANS PATH PROPOSED I/A OWT s _SANITARY SYSTEM 15 0 TRUMANS PATH EAST MARION,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 1000-31-12-1 SYSTEM DETAILS C-102 3 ¢ 4 ISR2601 O Step IS:Fin liver Controller Wiring.Please have licensed electrician refer to wiring diagram In this manual and enclosed separately In alarm/control panel.An upgraded Fuji Clean USA controller is - eTeChnical r available if telecommunications or alarm count Is required Please contact Fuji Clean USA for details. Riser Safety Grate i Carbon Filters Circuit Alarm h,Pre Breaker Applications General Breaker Float Switch,Pressure Switch, Test/Normal/ ----- - pers'n Cabon FNrs,educe me odm d swa pesos n paswe a• ate cams Carbon Faa alxlae a tea l9 on a eb fit 1M PWGC Air Blower Normal/Silence Switch Silence Switch Applications General nnereeeiI ppF= .,a-uipnmmo loAmnmla:enm.dmeallor,pi Oreco rm mnodng polypmpYlene r'ser sanely grates rest ireUa Orerlces user safe A it Cabin yam b WUNeY M Ee bard r wet,a,a N Orates: Circuit Breaker d an-rear,m help peen, ng in vranpm d 9asa beep snubbed br re iRr Cabin,edarpe park- peape a loons fmrn Ia9i into . �,to install and renore. apes,a6aper dsni,q.and asap rant tie avaeaele. (Extra component if Alarm Beacon tank r0-,an lheyaresized to At��ded Utra-Rh',PemaLa', vaer�x oaP '. necessary,such as W FLO',dM dAdlalent users. •Allow Serde the nser to it CMine Omer off. is on the , ENVIRONMENTAL ENGINEERINGa CONSULTING discharge pump) grate inside the use m clean and lase mom at. � SWRdard Models •Prevent mil bueup when irefalled in are bottom of a valve lair. o a 'a.c" P.W.GROSSER CONSULTING ENGINEER . �� U.78� •Ft most hands of dbhetl P/C profile pipe. Ihae &HYDROGEOLOGIST,D.P.C. •Are made or nox«roa:rg payprap lane. Product Code Diagram 630 Johnson Avenue.Suite 7 -I �-� L, CF�' bohemia.NV.1171&281a few rarely pate mash detail Pressure Switch 0.28' h 0 -i I T E-mail:PWGC.INFO@P ROSSER.COM Standard Models Phone:(6]1)5e9fi153.Faa(831)se9 e106 0 ee,l RG12,RGla RG21,RG24 ��+�� c•s-s -- t r_,. y T Materials of Constlixtion Weamer Cap SELF LEVELING WEIR Materials of Constntctloe SHAPE R.,pate _ P.Wrep one- Selma•- werhec. IE103.I7411e PA �mm- olbm. _ O.ee.drwrl�.wnlw • a lEulla _ uverunc Specifications �,,,,c sreeelAee lVreMae Terminal Blocks RG12 Alt RG21 RG24 RIBS THAT PROVIDE 0ametar,ln lnml 11.70W 17.50(445)20501521)23.25(591) SoeaiPN , - �•�.MCations FRICTION FOR ALL FITTED Thkhess,n.Imm) 0.50031 03003) 0.5003) 05003) , Oh U3 a, r,H O 0 4"0 PIPE to 3 wV1 to Ala) 0.70(0.31 1.7 Pet 2.30A 3.0(1.4 D Andml _ sh0� 5bn391 ii Mu.load,ID 04 3500591 350(159) 350(150 350050 cre aiswar-,retie, e.ee AleA 1oa3e 12A014 fa%mm GEAR AND RACK RG24 user sarwy pride Ma tiny roeore 10.0(25/) 15.5 G94 195(470) 20.0 00% Ghlelel IA(0.e IAalq 3ti PROVIDES POSITIVE ONE Wiring Diagram s+m,elmm)- aeeferA 3A Peter 4aOur $%(low TIME LEVELING Horn 'romra�svaa.r•�ram..wrwa.,e....,.e.rwo... ontiwWIKaed: ageln) 15p.731 UCL74 POLYLOK EQUALIZER 1iQ Aso�asa..'Q 0.14 au a14 PART NO.-3049 1r Zr "� r'"fe "^"a'a�'••""•re '•" MATERIAL-FILLED POLY PROPYLENE j. END CAP LEVELING DEVICE DETAIL EOF NEW SCALE:NTS Q� ` 63 LNA ea lint dde, a.see a..R �pNO J o.vu.l.re�.rwiw�rr..rr.,r.wnm e.r.««......,.n.•., O Waterti tits Incoming Air -'- r- I' •-- NeutralBlock R Pressure Tubing Grounding8lock fte"istead �slaapaar�ada.ena.a��.dn CARBON FILTER DETAIL vv;opeae.loea grtaandoi-eosins-radsiayPapi SCALE:NTS 'r irA4t 105360 FUJI CLEAN CONTROL PANEL DETAIL RISER SAFETY GRATE DETAIL SS SCALE:NTS SCALE:NTS UTILITY INCOMING SERVICE. 200A,10,120/240 Specifications VOLTS Unauthorized alteration or addition Model. MAC60R I I MACBOR I I MAC I OOR I I IRCUIT to this drawn and related documents METER is a wolaEion of Section 7209 (161)• A I r Flow Volume CFM _ 2.1 _ 2.B _ _3.5 _ FUJI MAC FUJI ANEW of me New York Stale Etluranon Law L/min 60 60 100 80RII CONTROL Normal Pressure PSI _ _?.;2 _ _2.2 _ _2.6 _ BLOWER PEEL ® ® kPo 15 15 18 NOTE: Rated Voltage V AC120 1) BURIED ELECTRICAL POWER Frequency HI 60 120 VOLT,IO SERVICE TO CONDUITS SHALL BE A MINIMUM Power Consumption W 37 51 74 FUJI CONTROL PANEL OF 24 INCHES BELOW GRADE. l 2#12,#12 GRD IN 1'PVC CONDUIT lba. ADprrox.11 ADprox.I ADDrox.11 Ex.GROUND 2) ALL ELECTRICAL WORK TO BE Weight kp NEW 20 AMP,IPOLE BREAKER ROD AVp I. .5 ADDrox.5 ADDrox.S PERFORMED IN ACCORDANCE Outlet Pipe Dlamets Inch 3/4' WITH NEC. --- to -T Power Cord Length I Inch 6.2• Performance Curve n^ UL file number E541420 ISAAC-RAE STUDIO l Country of origin Japan MAC80R11 ELECTRICAL ONE LINE DIAGRAM 430 MAIN STREET ,NY 11944 Installation/Operation III Maintenance Notess SCALE:NTS ® I ® - I'atall "a r on lereUd ao110 base. Ensure ad.gaat. ventilation 510 TRUMANS PATH and @ratand agalnat direct aIrfIIt. AC120V 60Hz - Inspect and cUan Internal air filter once stern 3 months. �i -Recommend diaphragms/salve assembly replacement once evert PROPOSED I/A OWT 1 1/4• 12 tented. 4.5 ' 1 MAN`To SANITARY SYSTEM to (Nolen a tarn diaphragm will trigger the Automatic-Stop }unction.) • a 33 -Ptsoss sake sure to follow the Instruction manual. 510TRUMANS PATH 4'0 EAST MARION,TOWN OF SOUTHOLD LL 3.5 SUFFOLK COUNTY,NEW"YORK U 3.0 (( _ {� nano-i�=1z-1 m , �A 1 E VE 2.5 ELECTRICAL HARDWIRE TO ; � s10-32 2.0 PANEL O 15 IIJI n DETAILS . APR � 2 2llti(� Q 1.0 to 1 1 r It - 111111 outhold Town 1 1 0.5 S 4 3 8' 1 , 4' 4 3/B• Board of Trusters C-10 3 110) (31.5) 110 0'0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 FUJI MAC80RII BLOWER DETAIL Pressure[PSI] 4 4 All drawing measurements In Inches(mm). SCALE NTS ISR2601 NOTES 510 TRUMANS PATH DRAWING ISSUE EAST MAR ION , NY 11939 SHEET LIST N0. DATE ISSUED FOR Sheet Number Sheet Name 1 4/21/2026 TRUSTEES APPLICATION SCTM# 1 1000-031 .00-1 2.00-001 .000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION 2 T-000.00 COVER SHEET 34 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND T-001.00 GENERAL NOTES 5 SITE PLAN FOR: 510 TRUMANS PATH, EAST MARION, NY 11939 WILL COMPLY WITH 2O20 NYS RBC&2018 IBC REQUIREMENTS,AND THE BEST TRADE PRACTICES. 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE T-002.00 GENERAL STRUCTURAL NOTES 6 STM 1000-31-12-1 13-40 RESIDENTIAL ZONE LOW DENSITY RESIDENTIAL SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7 ( WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS A-000.00 PROPOSED SITE PLAN 8 SOUTHOLD, SUFFOLK COUNTY, NY EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR A-001.00 PROPOSED STORMWATER MANAGEMENT PLAN DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE 9 CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE. VERIFY ALL A-101.00 PROPOSED GROUND FLOOR PLAN 10 SITE PLAN BASED ON A SURVEY BY KENNETH M. WOYCHUK LAND SURVEYING, 6/13/2025 CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE A-100.00 PROPOSED BASEMENT FLOOR PLAN 11 ARCHITECT. 12 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE A-200.00 PROPOSED EXTERIOR ELEVATIONS INFORMATION ALLOWED EXISTING PROPOSED PROJECT SITE WITH THE OWNER AND ARCHITECT. THE DRAWING REVISIONS PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS UPLAND LOT AREA - 47,583 SF - DONE IN ACCORDANCE WITH THE APPROVED PLANS. NO. DATE REVISION 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF LOT AREA TOTAL - 50,510.48 SF - INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES 1 REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. 2 LOT DEPTH (FT) - 310.0 FT - 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE 3 CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED 4 LOT WIDTH (FT) - 243.07 FT - THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 5 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY 6 LOT AREA BUILDABLE - 17,1 15.31 SF - CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY. ALL MACHINERY, TOOLS, SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY 7 MIN. FRONT YARD (FT.) 50'-0" 139'-4" 125'-3" AND TO PREVENT CONTACT WITH PUBLIC. 8 - - 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND 9 Y 15'-0' 35'-0" 25'-4" 43'-4" PROPERTY AND PROTECT THE SAME FROM INJURY U MIN. SIDE YARD (FT.) 8.CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND 10 MIN. REAR YARD (FT.) 100'-0" 76'-4" 91'-3" ADJACENT TO SITE. 11 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED 12 Iw MIN. ACCESSORY SIDE YARD 15'-0" _ _ AS A RESULT OF CONSTRUCTION FOR THIS WORK. N 10. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT THIS APPLICATION IS APPROVED ONLY FOR WORK MIN. ACCESSORY REAR YARD 15-0" - _ ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL COMPLETION. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ALLOWABLE COVERAGE (20%) 3,423 SF - _ 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION TO BE CONSIDERED AS EITHER BEING APPROVED OR IN OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. ACCORDANCE WITH APPLICABLE CODES. TOTAL EXISTING COVERAGE - 2,011 SF - 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MAIN HOUSE MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND 999 SF GARAGE INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE 307 SF CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR TIERED WOOD, DECK & STEPIS DURING THE EXECUTION OF THE WORK. Designer: 529 SF 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED SAUNA ROOF W/ OVERHANG FOR OTHER TRADES(SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). I SAAC - RA E 59 SF 15. SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS WOOD WALKWAYS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- 117 SF OFFS. 430 MAIN STREET 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF GREENPORT, NY 11934 THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE TOTAL PROPOSED COVERAGE - 2740 SF THE JOB. T. 347-276-6093 E. clay@isaac-rae.com 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY MAIN HOUSE 999 SF CAPPED OR PLUGGED. 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE Applicant of Record: PROPOSED ADDITION 960 SF OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE TIERED WOOD, DECK & STEPS 605 SF CONTRACTOR TO THE OWNER. SAUNA ROOF W/ OVERHANG 59 SF 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF SKILL, QUALITY AND COMPLETENESS. WOOD WALKWAYS 117 SF 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. -- 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 5:00 P.M. MONDAY THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS, AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. LOCATION MAP (NOT TO SCALE) 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE ALTERATION AGREEMENT 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM LINES. SYMBOL LEGEND SITE PROTECTION PLAN: 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY 1 SECTION NUMBER DOOR NUMBER 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED 51 - SHEET NUMBER 0 - (SEE DOOR SCHEDULE) ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS INFORMATION YOU AGREE NOT BE STRICTLY OBSERVED. TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, &HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF WINDOW NUMBER WITHOUT THE EXPLICIT WRITTEN PERMISSION OF DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY - DETAIL INDICATOR - (SEE WINDOW SCHEDULE) ISAAC-RAE LLC FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. .; 510 TRUMANS PATH 3.1. THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. I _ DETAIL NUMBER -{ 7 I - COLUMN NUMBER Project: 51 SHEET NUMBER 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING _ Tru m a n s Path MAINTENANCE CODE, AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL - _ BE STRICTLY OBSERVED. ; 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR DETAIL CLOUD MARKER 0 - REVISIONCLOUOMARKER 510 Trumans Path, East Marion NY 11939 CONTRACTED WORKERS ------ 6.NOISE 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT +O.o LINE INDICATING FEDERAL HOLIDAYS LEVEL INDICATION -_------ _ OBJECTS ABOVE Project No.: 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR +O,o Noce:[o'-o°f=+ IR-02 +a3, LINE INDICATING OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED - OBJECTS BELOW THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS Seall/Signature: TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF SOUTHOLD TOWN& SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS - WALL TYPE A - CABINET MARKER "' N ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF „'1;` SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH " DISRUPTION. P � D ARCS a �� I 1-7, I �'S G yID CO ! ABBREVIATIONS, APR 2 ?_ ?_O?_O .� AFF ABOVE FINISHED FLOOR CL CLOSET EL. ELEVATION B.O. BY OTHERS/OWNERS LAM. LAMINATE N.I.C. NOT IN CONTRACT N.A. RETURN AIR TEL. TELEPHONE A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GLASS L.V. LOW VOLTAGE NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED SG!ltIi iov:n 3976� O� BoarQc f Trus'..��ps I 1' -1 A_COUS. ACOUSTICAL CONC. CONCRETE _- EQ. _ EQUAL GRL. GRILLE �- MATL MATERIAL O.C. ON CENTER R.O. ROUGH OPENING TYP. TYPICAL --_ F OF NEB ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFI. GROUND FAULT INTER. MAX. MAXIMUM OPNG. OPENING SCHED. SCHEDULE U.O.N. UNLESS OTHERWISE NOTED ---.___-- -.-.-_-..-. __-- -..- --....__ _..._.-......_.�--__-- _ .. .._ __._...._......_ ...._ _..__......- --......__........._._._.__.__..---._..-.�.-_..-- A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EXISTING GWB. GYPSUM WALL BOARD MECH. MECHANICAL OPPJOPH OPPOSITE/OPPOSITE HAND_ SECT. SECTION V.I.F. VERIFY IN FIELD AL ALUMINUM DTL. DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET VTNCT VINYL COMPOSITE TILE_ APPROX. APPROXIMATE DIM. DIMENSION FIN. FINISH HDWD. HARDWOOD MIN. MINIMUM PARTN. PARTITION SIM. SIMILAR W/ WITH ARCH. ARCHITECTURAL DR. DOOR FIN. FL. FINISH FLOOR HVAC. HEATING VENTING &A/C MISC. MISCELLANEOUS PL. PLASTER SC. SOLID CORE W/O WITHOUT BLKG. BLOCKING DBL. DOUBLE IFPRF. FIREPROOF HM. HOLLOW METAL MLDG. MOLDING PLYWOOD PLY SQ.FOOT/SFT SQUARE FOOT WD. WOOD Date: Scale: CLG. CEILING DN. DOWN S.C. SELF-CLOSING HORIZ. HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE S.STL. STAINLESS STEEL AS NOTED 73 C.H. CEILING HEIGHT DWG. DRAWING FL. FLOOR IN. INCHES MUL. MULLION QTY. QUANTITY STD. STANDARD Drawing Title: 0- CL. CENTERLINE EA. EACH FLUOR. FLUORESCENT INSUL. INSULATION NOM. NOMINAL REC. RECESSED STL. STEEL COVER SHEET N C.T. CERAMIC TILE ELEC. ELECTRICAL FT. FOOT/FEET IJB. JUNCTION BOX N.A. NOT APPLICABLE REQ'D REQUIRED STOR. STORAGE N �p Drawing No.: N O N T N . NOTES GENERAL NOTES : BASED ON THE 2025 NYS RESIDENTIAL CODIE AND 2025 NYS ENERGY CODE DRAWING ISSUE NO. DATE ISSUED FOR CONSTRUCTION NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS 1 4/21/2026 TRUSTEES APPLICATION ----- --- - - - 2 1. RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION B BUSINESS 3 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO NAIL 4 SPACING RELATED TO BASIC DESIGN INTENT AND (FRAMING DETAILS.THEY ARE INTENDED TABLE 3.4.WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP THE NUMBER OF 10D JOINT DESCRIPTION NAIL(QTY. NOTES BUILDING USE RETAIVOFFICE _........._.._ AS A CONSTRUCTION AID , NOT A SUBSTIITUTE FOR GENERALLY ACCEPTED COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED BUILDING HEIGHT SEE ELEVATIONS) 6 GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE NUMBER OF 8D NAILS IN THE STRAP. RAFTER TO 8'WALL:3-8d (COMMON EACH BUILDING CODES. THE:GENERAL CONTRACTOR IS RESPONSIBLE FOR TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SO. FT. OF CONSTRUCTION (SEE PLANS) 7 PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE 2. RAFTER-TO-WALL ASSEMBLY: 8 A PROFESSIONALLY FINISHED, STRUCTURALLY SOUND AND A WEATHERPROOF LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER, CEILING OR TRUSS TO TOP CEILING JOIST 8'WALL:3-8d(COMMON EACH TOE-NAIL DESIGN CRITERIA THE 2025 INTERNATIONAL RESIDENTIAL CODE w/2025 NEW YORK STATE SUPPLEMENT: 9 COMPLETED PRODUCT. PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3. WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE TO TOP PLATE 1U WALL:4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 10 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND CEILING JOIST TO AS PER TABLE 3.7 EACH FACE AND CONSTRUCTION MEETS CURRENT FEDERAL, STATE, COUNTY AND LOCAL THE WALL TOP PLATE SHALL BE ATTACHED TO THE TO THE WALL STUD WITH UPLIFT (LIVE LOADS PSF) (DEAD LOADS PSF) 11 CODES, ORDINANCES AND REGULATIONS, ETC. THESE CODES ARE TO BE CONNECTIONS. ROOFS OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED PARALLEL RAFTER - WFCM - SBC LAP NAIL 12 CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.3C. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE BALCONIES 50 10 SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVER PARTITION WFCM - SBC LAP NAIL DECKS 40 10 DRAWING REVISIONS 3. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT 3. WALL-TO-WALL ASSEMBLY: SCALE DRAWINGS). WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS W/O STORAGE 20 5 N0. DATE REVISION 4. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION CONNECTIONS IN ACCORDANCE WITH TABLE 3.313.WHEN WALL STUDS ABOVE DO NOT FALL IN TO RAFTER WFCM - SBC END NAIL ATTICS w/STORAGE 20 10 1 AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH LINE WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR LOAD GROUND SNOW 2 THESE PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. BLOCKING 2-8d COMMON EACH TOE DESIGN LOAD CALCULATIONS ROOF ( ) 20 15 TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 10 3 AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES 4. WALL ASSEMBLY TO FOUNDATION: 4 FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE,OR BOTTOM PLATE RIM BOARD 2- 16d COMMON EACH END ROOMS (SLEEPING) 30 10 5 5. REFER TO THE WINDOW AND DOOR SCHIEDULE FOR EXTERIOR OPENINGS. WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN TO RAFTER END NAIL 6. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRACTED CONCRETE FOUNDATION AND SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS, OR STAIRS 100 10 6 LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B. WHEN STEEL STRAPS WALL FRAMING: 7 FIREPLACES MEETS OR EXCEEDS MANUIFACTURE'S SPECIFICATIONS AND --- ------- - --- - -- - ---------- GAURDRAILS ANY DIRECTION 200 APPLICABLE CODES. ARE LAPPED UNDER THE BOTTOM PLATE, 3 INCH SQUARE WASHES SHALL BE USED WITH THE NAIL ( ) 8 7. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT- ANCHOR BOLTS. ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE JOINT DESCRIPTION NAIL(QTY. SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT. C) 9 IN ITEMS SUCH AS BOOKCASES, SHELVIMG, PANTRY, CLOSETS,TRIMS, ETC. 3.2A. IN ADDITION TO SPACING, ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM 10 8. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING THE END OF A SILL PLATE AND ALL TOP PLATE TO 2- 16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 11 CONSTRUCTION. TOP PLATE FOOT SEE NOTE: 1 (ROOF- FOUNDATION) DETAIL PAGE &GENERAL NOTE PAGE 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: 12 TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 7/16 INCH WOOD STRUCTURAL PANEL ON THE TOP PLATES AT 4- 16d COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE EXTERIOR ATTACHED WITH 8D COMMON NAILS AT 6"O.C. AT THE PANEL EDGES AND 12"O.C. IN INTERSECTIONS EA. SIDE NAIL I I THIS APPLICATION IS APPROVED ONLY FOR WORK THE FIELD,AND 1/2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 5D COOLER STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL NAILS AT 7"O.C. AT PANEL EDGES AND 10"O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH THE STUD 2- 16d COMMON O.C. NAIL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15A-B. FIRE PROTECTION Sym.: TO BE CONSIDERED AS EITHER BEING APPROVED OR IN HEADER TO 16d COMMON 16"O.C. FACE (SMOKE &CO2 DETECTORS) SEE FLOOR PLANS ACCORDANCE WITH APPLICABLE CODES. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: HEADER ALONG EDGES NAIL - LL - -- ---- - TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15A-B TIMES THE TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL __ •____...:_.:.....:..:.:....:.:.:.::.::,.::::.:_:....:..._.:_:...:_:..._...::_..._.:_.:.:.._:::__. ENERGY CALCULATIONS RESCHECK 7. INTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FACE NAIL FOUNDATION NOTES ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE FLOOR JOIST, BAND JOIST, 2- 16d PER SEE NOTE: COMMON FOOT 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Designer: INCREASED W EN INTERIOR HEARWALL ARE USED. SHEATHING AND CONNECTIONS SHALL BE EN JOIST R BLOCKING' ___::..,_:._:_:::-::.::_._::.._....-,:.:..:.-.-._..::..._.:-:::.-:-.:........:.:.....:.:..:.:.__:..-_.- :.r:....,. .,.....-__.,..__.,.-_ ..__:...::...:.:_...,-_.._.:.:.T.._mr:.z...:_::__:.:.:.__,z._..n_=...,.a .:.._:_..,...x._,. ._.._:._:._._==m=..::.r.:.:.- ._,.-..,.-.:...-.::.:.......:-_., _......._..:.._.._._._......._._........_..__.__..:_.__.__.. - ___.._.....-._.._.__..._,_...._....-_._..__._..-.__............_- --...__...._._. _._.......... .........._.._......._._.: H O S S O D JO S O OC G IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY -_:__.._::._. :....._.....:.:__._._:.:.............:....._ _......._:.:.:___....-.:...--..:.:_,.-..._.::.:.:.... :.....:....-.-__,.:.-..-_:.,._:...::.-..._._:.-___._.:._:_:.:.:.:...-__:.:.-..-.:.:.-_..::._:,.._:_.___..-.:.....-_..:_-:.-_..:--::._.:.:.-..::.::.: ACCOR C GROUND WIND SEISMIC FROST WINTER ICESHIELD I SAAC - RA E FLOOR FRAMING: _ ___ _ ______ _ __.____ _. _ _. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 1. THE GENERAL CONTRACTOR AND MASOIN TO REVIEW PLANS, ELEVATIONS, 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: HAZARDS _ NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HA E ATTACHED WITH UPLIFTCONNECTIONSIN _._.._:.:...__.. .... -- -. . .-- . : ,_._.:.:.....:...:.:._:..:- -- _ --=_-- - - ---- -- --- --------------- ------ -- - ------- --- ---------------- -- - DETAILS AND NOTES f0 DETERMINE INTIENDED HEIGHTS OF FINISHED FLOOR(S) HEADER AND/OR GIRDER CONNECTIONS SHALL C I U JOINT DESCRIPTION NAIL(QTY. NOTES __....._... .. _ _..-----..__-- ____-_ _______-__-..--..-__-__-__ -_---- _-_ -----_---_-___-_ _-__-_-_ 430 MAIN STREET ABOVE TYPICAL GRADE. ACCORDANCE WITH TABLE 3.5. WINDOW SILL PLATES SHALL BE HAVE STEEL CONNECTORS IN SPACING _ - - :.....:...:...___-_.._:-__._._:.:--._:..-.:_:.:....._..::.._.:_..._:._......._..:.:...:..:..._....:..___.____.:-__.__.__...._-.. MODERATE SLIGHT TO GREENPORT, NY 11934 2. ALL FOOTINGS TO REST ON UNDISTURBED (VIRGIN) SOIL. ACCORDANCE WITH TABLE 3.5 JOIST TO: PER TOE 20 LBS. 130 B SEVERE 3 FT. 11 YES NONE 3. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND SILL, TOP PLATE OR GIRDER 4-8d C(OMMON JOIST NAIL --------- --- - ---- -_------------- ---------------- --__ _.-_ -- _.--_. _____TO_ _HEAVY-_ _ -._..MODERATE -----------------_--------_----__.__ -------_------_. --------------____-------- T. 347-276-6093 E. clay@isaac-rae.com ABUTTING CONCRETE:OR MASONRY WALLS OCCURING IN EXTERIOR OR --- --- - _ --- -------- --- ------- UNHEATED INTERIOR AREAS. 9. CATHEDRAL CEILING ASSEMBLY: EACH TOE 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE BRIDGING TO JOIST 2-8d C(OMMON END NAIL NOTE:CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000#CAPACITY STRUCTURE SHALL BE INSTALLED WITH 45 RE-BAR, 18" LONG AT 12"O.C.. USE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED - - - - -- --- -- - - - - ------------ -- -- -- Applicant of Record: TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO EACH TOE APPROVED EPDXY FOR INSTALLATION. BLOCKING TO JOIST 2 -8d C(OMMON NAIL 5. UNLESS OTHERWISE (VOTED, ALL SLABS ON GRADE TO BE 4,000 P.S.L. CONCRETE THE RIDGE AND WALL SHALL BE BE ATTACHED WITH THE ABOVE REQUIREMENTS. END ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4 H THICK AND R GRAVEL FILL WITH X WIRE MESH -- - - ----- - -- --- -- ------- - -- - - ---- - ---- -- - - - ----- -- -- ----- REINFORCING. - - -- - -- -TO BE POURED ON INCS O) 6 6 S BLOCKING T0. EACH TOE --- -- - - -- - - - t 1 ('OMMON_ 3 6d , INTERIOR LAB T BE MINIMUM 3 1 2 INCH THICK. ALL I B IN ER ORS S O / C C FILL TO E NAIL PACING NAIL SPACING INTERMEDIATE „ INSULATION NOTES SILL OR TOP PLATE BLOCK NAIL S C NG AT INTERME E COMPACTED TO 95%RELATIVE DENSITY WITH 6 MAXIMUM LIFTS(LAYERS). --_--_ - -_ -=-° - °- - - - _ - AT PANEL EDGES SUPPORTS IN THE PANEL FIELD .......I.. ......_....-_..._ ._ SHEATHING LOCATION NOTES 6. CRAWL SPACES TO BE PROVIDED WITH/A MINIMUM 18"X24" ACCESS OPENING. --- - ----- -_-_-_-------------- _----_.. _....--- - -=_ - - -- ---- - ------ ---- -_ -- =__-__ EACH FACE - - -- - -- - - - - ---- ---- -- --------- - INSTALL ONE 8X16 CAST IRON FOUNDATIION VENT FOR EVERY 150 SQ. FT. OF AREA. LEDGER STRIP TO BEAM 3- 16d COMMON NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE _ _ _ _ ___ _ ___ _ JOIST ___ - ___.- _____-_- -__ _- 7. DAMPPROOF EXTERIOR OF FOUNDATIOIA WITH BITUMINOUS COATING AS - - - - _ - 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING PER TOE SEE NOTES: 1 ( BOTH FIELDS) REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. A 6-MIL 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER JOIST ON LEDGER TO BEAM 3-8d C(OMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION OF 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER JOIST NAIL NOTE:2 FOR PANEL FIELD EXTERIOR WALLS PRIOR TO BACKFILLING. 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER PER END GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 8. DRAINAGE AS REQUIRED BY CURRENT NLY.S. RESIDENTIAL CONSTRUCTION CODE. BAND JOIST TO JOIST 3- 16d COMMON --- - - - - -` 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER JOIST NAIL 7. SLABS ON GRADE TO BE INUULATED TO R-10 UNDER SLAB. - -- -- - BAND JOIST TO: 2- 16d COMMON PER TOE NAIL ROOF SHEATHING NOTES RECOMENED INSULATION AS FOLLOWS SILL OR TOP PLATE FOOT SEE NOTE: 1 • VAULTED CEILINGS :4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. ROOF SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. WITH ROCKWOOL R23 5-1/2"for total of R49 • WALLS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 JOINT DESCRIPTION NAIL QTY. NAIL SPACING 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE FRAMING NOTES FLOORS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. WITH i ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRED SHALL BE USED. ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 10d AS PER TABLE 3.8 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN • SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 STRUCTURAL PANEL WFCM -SBC ARE THE PROPERTY OF(SAAC-RAE LLC IN ACCEPTING THIS 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 G>0.49. FOR FRAMING MEMBERS WITH <0.42<G<0.49, THE NAIL SPACING SHALL BE REDUCED TO 6 INCHES O.C. INFORMATION you AGREE NOT INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF 3. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING TO RAFTER/TRUSS FRAMING MEMBERS WITH G>0.49. FOR TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, STATE 2017 UNIFORM CODE SUPPLEMENT. FRAMING MEMBERS WITH 0.42<G<0.49, THE NAIL SPACING SHALL BE REDUCED TO 3 INCHES O.C. WITHOUT THE EXPLICIT WRITTEN PERMISSION OF 2. STRUCTURAL LUMBER SHALL BE GREEN( DOUGLAS FIR LARCH NO.2,OR BETTER, CEILING SHEATHING: ISAAC-RAE LLC UNLESS OTHERWISE NOTED ON THE PLANS PLUMBING NOTES 3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. -- JOINT DESCRIPTION NAIL QTY. NAIL SPACING UNLESS NOTED Project: 4. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2) 2X10#2+ 1• ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. 7" O.C. EDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS: BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2)JACK STUDS AND (2) FULL RESIDENTIAL CONSTRUCTION CODE, AND SHALL MEET SUFFOLK COUNTY HEALTH GYPSUM WALLBOARD 5d COOLERS O.C . FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE Tru m an s Path LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3)JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS. BEARING WALL DEPARTMENT REQUIREMENTS AS STATED ON SEPTIC PERMIT. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES WINDOW SILLS SHALL.ALSO HAVE (2)WINDOW SILL PLATES FOR 2X4 WALL WALL SHEATHING:2 VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH SEE NOTES: 1, 3 ( BOTH FIELDS) 510 Trumans Path, East Marion NY 11939 OPENINGS BETWEEN 4'1 AND 6'0 AND 2X(6 WALL OPENINGS BETWEEN 5'11 AND 819. �" 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. DEPARTMENT APPROVAL. JOINT DESCRIPTION NAIL QTY. NAIL SPACING NOTE:2 FOR PANEL FIELD 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED 3. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 Project No.: HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. PLUMBING RELATED WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AS PER TABLE 3.9. IR-02 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR STRUCTURAL PANELS 8d COMMON JOIST AND UNDER BATHTUBS.FLOORS Ti0 HAVE CERAMIC TILE INSTALLED SHALL AND SECURE THE STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S i WFCM -SBC BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. RECOMMENDATION FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED I 3"O.C. EDGE Seal/Signature: 7. 7). PROVIDE 2- 1-3/4"THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS) 7/16"OSB PLYWOOD 6d COMMON6"O.C. FIELD WALL SHEATHING NOTES AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED (TYPICAL). GYPSUM WALLBOARD 5d COOILERS 7" O.C. EDGE 10"O.C . IELD 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE 8. PROVIDE BLOCKING/BRIDGING IN FLOOR!JOISTS AT 8'0 O.C.. USE SOLID BLOCKING HVAC SYSTEM NOTES IN FLOOR STS UNDER ALL 9. PROVIDE INSULATION TON BAFFLES A BEARING AVE VENTS BETWEEN RAFTERS. INSTALL FLOOR SHEATHING: - ��- 2• FRAMING MEMBERS WITH 0.42<G<TABULATED 12 INCH O.C. NAIL CTHE NAIL SPACINGS SHALL BE REDUCED ING ASSUMES SHEATHING ATTACHED 0T0 6 INCHE STUD S O.C.NG EMBERS WITH G>0.49. FOR . MECHANICAL O C 10. UNLESS OTHERWISE NOTED ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2"DRAFT BLOCKING AS NEEDED. 1 APPLICABLE CODES OAND SAFETY REQUIREMENTS. MANUAL J DING TO ALL S GUIDE LINES TO BE JOINT DESCRIPTION NAIL QITY. NAIL SPACING 3. FOR EXTERIOR PANEL SIDING, GALVINIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. APR 2 JGL./ �'��''�. DAP 4. PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING @ 10'0 MAXIMUM DISTANCE FOR NON ACCESIBLE AREAS. Y Cp 4-PLY FIR DX EXTERIOR SHEATHIING GRADE PLYWOOD. PLYWOOD TO FOLLOW.ALL DUCTS TO BE SEALED AND INSULATED BLOWER DOOR TEST TO BE _..___....,__._:._-.....................:,.....,.,...,__...,......................... _......._...__._._.......__.....,-.,,.._..._......_._._,....,._...-......._,....__-..._...........,a._......_._...,-_..:,......__.......___..:._..._.... C� COVER OVER PLATES AND HEADERS. PERFORMED AS REQUIRED. 5. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Southo►dTbv,q G s� STRUCTURAL PANELS 6"O.C. EDGE � tip to 11. UNLESS OTHERWISE (NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND 8d COMMON 6. INSTALL 1 -CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. C?r-_rclo_fTn�strrr 1 OR LESS 12 O.C. FIELD PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR REQUIREMENTS WITH THE MANUFACTURER. - - -- - - - - - - - - -- JOISTS. FINISHED FLOOR TO BE INSTALLIED OVER SUBFLOOR AS PER 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT FIREBLOCKING NOTES MANUFACTURE'S INSTRUCTIONS. IT TO THE GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. -' 12. ALL BATHROOM WALLS TO HAVE 5/8"THICK MOISTURE-RESISTANT SHEETROCK. -- - - - -- _ - - --= - ----- -- - - __. -_ .-_ �.- _ ___,.� - -------------- - - -- ----- - 39 13. ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET NOTES AS REQUIRED BY CURRENT IBC 2025&2025 NYS RESIDENTIAL CODE- FIREBLOCKING REQUIRED ��OF 14�c`� ROCK AND TO MEET PLNSI/UL 263 AND DESIGN NO. U349 - - --- - -- - - - --- - --- -- - - - - - FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND TO INSTALLED WITH E AND WATER SHIELD, ___-- ----- -------------- -- -- ------___________.._:.___• - -__,:._ :_:_.,._:.:.:__:..:_:_:.._.::_:.:,....._.:......:.:.:...:....::_.._..:._:....._.._._..__...:_.._._. 14. ALL ROOFS AND SHEATHING TO BE INSTiA IC S FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL HENRY BLUE SKIN OR APPROVED EQUAL. ELECTRICAL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 15. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS .- NOTES ONLY. 16. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE 1. NAILING REQUIREMENTS ARE (BASED ON WALL SHEATHING NAILED 6" 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R- ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"ON- LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. TEX TERMITE SHIELD OR APPROVED EQUAL. 1. ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES. CON. CODE CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING Date: Scale: 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. NAILING REQUIREMENTS FOR ;STRUCTURAL MEMBERS SHALL BE PARALLEL ROWS OF STUDS OR STAGGERED STUDS. As NOTED 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, 2• AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, Drawing Title: CL REQUIRED BY IBC 2015 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. SHALL BE USED TO MAINTAIN LOAD PATH. DROP CEILINGS AND COVE CEILINGS. GENERAL NOTES C0 4. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLOURESCENT UNLESS OTHERWISE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER n! NOTED. MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. 4 5. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED. TO BE REDUCED T01 - 16D NAIIL PER FOOT 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME `71- 6. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED. AND PRODUCTS OF COMBUSTION. N 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CODE. C0 Drawing No.: N O UA"lk .-- N ■ NOTES GENERAL NOTES : BASED ON THE 2025 NYS RESIDENTIAL CODE AND 2025 NYS ENERGY CODE DRAWING ISSUE NO. DATE ISSUED FOR FDESIGN CTION NOTES J . CONSTRUCTION SAFETY F. STRUCTURAL STEEL 1 4/21/2026 TRUSTEES APPLICATION LIVE LOADS 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy= 50 KSI. 3 CONSTRUCTION. 1 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy=46 KSI) 4 STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING &GUYING OF 3. STEEL WORK SHALL CONFORM TO"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY FRAMING AGAINST WIND, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL 5 CODE: CONSTRUCTION LOADS&OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF 6 SUPPORT OF THE STANDARD PRACTICE FOR STEEL BUiILDINGS AND BRIDGES" LATEST EDITION. 7 1. BUILDING CATEGORY: If FRAMING. 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325,TYPE X. INSTALL 8 2. IMPORTANCE FACTOR: WIND (LW) = 1.0 EACH NOW (LS) = 1.0 BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR 9 SEISMIC (LE) = 1.0 TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT"ONLY UNLESS 10 3. GROUND SNOW LOAD: 20 PSF OTHERWISE NOTED. 11 • 2 PSF _...:.__..__._.....__.__.._.._.._.:.: .. ...:..__... .. ..._._........ ...:........_.-.:..:._:.:.....:.....:.........:........::......:..:...:_._.:__._._..._.:_:.:_.:.::.._.::._.::_._..:::_._:.-_._.._....,_............:....:..._.:..._.:.:_:.::.:z:.:.:._:_.::,a._�:..a:se.�.a....._�..us.-__�----_...____----...-..__... 4. ROOF LIVE LOAD. 0 5.OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON 12 5. WIND LOAD: 130 MPH BASIC WIND SPEED K. COORDINATION WIND E:XPOSURE: B THIS zr- ------ ......_.._. .._.........._......__......................_._..._.._...__:.:.:__.:. _...:.--......,:.. .-.-:...:_.-..::.:.:.::.-::.:.:..-.:...:.:.:.::.. ..: _:_.::: LOCATIONSN VELOCIITY PRESSURE EXPOSURE COEFFICIENT, PROJECT EXCEPT AT NOTED ON THE DRAWINGS. DRAWING REVISIONS 6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING KZ 0.85 0 1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE OPERATORS INO. DATE REVISION DIRECTIONALITY FACTOR, 0.85 ENGINEER OF ANY WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE"STRUCTURAL GUST EFFECT FACTOR, G:0.85 CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE WELDING 1 INTERN PRESSURE COEFFICIENT, GCPI:±0.18 FOR THE SAME. CODE"AWS D1.1 OF THE AMERICAN)WELDING SOCIETY TO PERFORM THE TYPES OF WELDS 2 SPECIA1 WIND REGION:YES L REQUIRED ON THIS PROJECT. 3 6. SEISMIC: SEISMIC DESIGN CATEGORY: B SDs=01.148 7. ANCHOR BOLT LENGTHS SHOWN ONI THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS 4 THAN 3 SD1 =0I.085 INCHES IN LENGTH LION ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH 5 B. FOUNDATIONS ANCHOR BOLT UNLESS OTHERWISE(NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH 8 1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS= _ __ _ _ _ LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. 7 2,000 PSF. -- --- -- - - -------------------- --------- --------------------------"------- 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 8 M. MISCELLANEOUS MILS 9 PRIOR TO PLACING CONCRETE. - - DRY FILM THICKNESS CONFORMING•TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 3. BOTTOM OF FOOTINGS SHALT_BE LOWERED WHIEN DIRECTED BY THE BUILDING OFFICIAL 13 10 TO REACH FIRM, UNDISTURBED SOIL. 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND 11 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS;AND SECTIONS) FOR LOCATION OF 2020 NYS ENERGY CODE SERIOUS PARTITION 12 FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE 2• NO NOTE OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. STRUCTURAL DRAWINGS. EXECUTING ALL THE 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE THIS APPLICATION IS APPROVED ONLY FOR WORK 5.ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS,TRASH, WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK,THE RESIDENTIAL NOTED. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT CODE OF STATE OF OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR EXCEEDING 8 INCHES AND COMPACT EACH LIFT'TO MATERIALS. DENSITY AT OPTIMUM MOISTURE NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN CONTENT AS MEASURED BY ASTM D698 AND 95T'AS MEASURE BY ASTM OPTIMUM . 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ACCORDANCE WITH APPLICABLE CODES. ANY SUBCONTRACTOR G. STRUCTURAL LUMBER 6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. - 7a FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL 4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS ENGINEERING REPORT. VARIANCE APPROVAL. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: 8.CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE a. Fb=850 PSI SOIL(ONE VERTICAL TO TWO HORIZONTAL) b. Fc (PERPENDICULAR) =625 PSI c. Fv=95 PSI Designer: 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE GENERAL NOTES d. E= 1,600,000 PSI PRIOR TO BACKFILLING OR DIIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE, OR BETTER, WITH I SAAC - RA E FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. ACQ (ALKALINE COPPER QUATERNARY)TREATMENT. 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO 1.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING,AND MAKE SAFE ALL 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND BACKFILLING. FLOORS, ROOFS, WOOD. 430 MAIN STREET 11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT GREENPORT, NY 11934 THE EXCAVATIONS FOR UTILITIES, ETC. 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS GREATER THAN 70 PERCENT OF THE:THREAD DIAMETER OF THE BOLT OR SCREW.AL; LAG 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER ARE APPROXIMATE AND BOLTS T. 347-276-6093 E. clay@isaac-rae.com THE TOP OF THE FOOTINGS. ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION AND SCREWS SHALL BE INSERTED ICJ LEAD HOLES BY TURNING AND UNDER NO 13. DEWATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. PERTAINING TO CIRCUMSTANCES 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE.ALL BY DRIVING WITH A HAMMER. Applicant of Record: STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE DISCREPANCIES BETWEEN 5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 1 32 TO 1 16 INCH COMPROMISED. ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE LARGER REPORTED TO THE ARCHITECT THAN THE BOLTS. C. CONCRETE FOR EVALUATION PRIOR TO START OF FABRICATION. 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. 1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, 7. PLYWOOD SHALL BE C-C EXTERIOR, IDFPA GRADE MARKED OR EQUIVALENT, OF THE FOLLOWS: ELECTRICAL, AND PLUMBING, THICKNESS a. FLOOR SLABS,WALLS 4,000 PSI ETC. RF..QUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT SHOWN ON THE DRAWINGS. b. ALL OTHER CONCRETE WORK 3,000 PSI IMMEDIATELY. 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. 2.ALL CONCRETE WORK SHALL.CONFORM TO ACI 318 AND ACI 301. 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, 9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS FABRICATION,AND ERECTION INCLUDING BUT NOT LIMITED TO NAILLS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, SHALL BE CLASS 2. PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. WASHERS, 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. ON THE STRUCTURAL FOR 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. THAT ACCESSORY,ASTM A213, A153 OR OTHER. SPECIFIED IN CHAPTER 12 OF:ACI 301. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED 6. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. BY 7. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. SURFACES UNLESS OTHERWISE NOTED. 11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: a. Fb=2,600 PSI D. REINFORCING STEEL GENERAL CONDITIONS b. Fv =285 PSI 1. BARS SHALL BE ROLLED FROM NEW BILLET-STE EL CONFORMING TO ASTM A615, GRADE 60. - - _ c. Fc (PERPENDICULAR) =750 PSI 2. WELDED WIRE FABRIC SHALL.CONFORM TO ASTM A185 OR ASTM A497. d. E= 1,900,000 PS 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN _. __- ___ _____.______-________-__ ARE THE PROPERTY OF ISAAGRAE LLC IN ACCEPTING THIS MANUAL", PUBLICATION SP-66. 1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE -- -- - --------- - - ---- - ---- - - - --- ------ 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO INFORMATION YOU AGREE NOT REQUIREMENTS AS SPELLED H. ABBREVIATIONS TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, PLACING CONCRETE. OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH - - - - - - - - - __- _ WITHOUT THE EXPLICIT WRITTEN PERMISSION of 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS MAY PERTAIN TO THEIR ISAAC-RAE LLC LONGITUDINAL BARS IN FOOTINGS TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON FROM THEIR THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: E.GROUT REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. Project: 1. PROVIDE NON-SHRINK GROUT UNDER ALL COLUJMN BASE PLATES OR BEAM BEARING 2.ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL -- --- - - - - -"-- - -_- - ---"-- -- " - - - Y m PLATES. CONDITIONS TO BE MET AFF ABOVE FINISHED FLOOR FT. FOOT/FEET SPECS SPECIFICATIONS TI U 1 1 1 S Path 2. NON-SHRINK GROUT SHALL C-ONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT AUALUM. ALUMINUM GA. GAUGE T&G TONGUE AND GROOVE 621. GROUT SHALL BE NON-METALLIC AND NON-•STAINING. REQUIREMENTS SHALL NOT -------_---__-=--___=_ --_-------------=------.......... ------_------__--_--------_- CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA AND GALV. GALVANIZED TYR TYPICAL 510 Trumans Path, East Marion NY 11939 COMPENSATION. -&--- ------- --- ----- -- --- - - - --- --- 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON @ GWB. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED ^ ---- -- --AT.----- -------------------------------------------------------------------- --------------------------- ------ JOB AND SHALL BE BLDG. BUILDING H. HIGH VERT. VERTICAL _- / ��-- Project No.: RESPONSIBLE FOR SAME. -- - --- - - - - -- ---- - - -- - - -- - ---- ---- - - m---------7rF // IF----------�I---- 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL CMU CONCRETE MASONRY UNIT HORIZ HORIZONTAL V.I.F. VERIFY IN FIELD t I I I v I I I I IR-02 SHEATHING SCHEDULE: GOVERNING AUTHORITIES. -- - - - -- - --- _ _ m - III III III III 5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS,ARCHITECTURAL, AND DBL. DOUBLE INSUL. INSULATION W/ WITH ( I_ _ _ _ _ _ _ _ _ _ _I I _ _ _ _ _ _ _ _ _ _ _I I _ _ _ _ _ _ _ _ _ _ I I_ _ _- _,Seal/Signature: - - - - - - - - - 1 - - - - - - - - - - -I - - - - - - - - - - r - ti �� NAIL SPACING MECHANICAL EA. EACH INT. INTERIOR W.C. WATER CLOSET r ' LOCATION NOTES NAILS BLOCKINGDRAWINGS. - - - -- ---- - --" - - - -- I I I I I I I I e �,� �� I, �t ,, PERIMETER INTERMEDIATE III III III III I 6.ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC.TO BE LOCATED AND SIZED AS PER ELEC. ELECTRICAL L LENGTH, LONG WD. WOOD ' Ei= = = = = _ = = = = =i� = = = = _ _ = = = = =ili = _ _ _ _ _ _ _ _ = ilk - � PER( VTR f ROOF ZIP 5/8 STRUCTURAL 1 10D YES 4 O.C. 12 O.C. MECHANICAL AND ARCHITECTURAL - REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL E.P.S. EXPANDED POLYSTYRENE LAV. LAVATORY W.H. WATER HEATER III III III II BLO KING AFC 2 2026 ADVANTECH 23/32 _ DRAWINGS. FLOORING 10D YES 4"O.C. 12 O.C. EXT. EXTERIOR S.STL. STAINLESS STEEL W/O WITHOUT � I-I-_ -_ _ _ _ _ _ _ _ -_ _-I� -_ _- _ _ _ _ _ _ _ -_ -I+ -_ _- _ - _ _ _ _ _ -_ � _ � \L 1 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN �1 I� I� II ��-DAP STRUCTURE INSTALLED AND IS F.D. FLOOR DRAIN STL. STEEL W.W.F. WELDED WIRE FABRIC I I I I I I I I SoWtoid Tovvn 4"O.C. 12"O.C. STRUCTURALLY SOUND. t'cs1ardofTms'r2s 15 G Y C WALLS ZIP 5/8 STRUCTURAL 1 8D YES �I_ _ _ _ _ _rl - III _ _ _ _ _ - - - - _ 111_ _8.ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION fil- - - - - - - - - - - - - - - - - - - - - NAILINGOR APPROVED EQUALIAND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING TORQUE, I ISEE SCHEDULEEMBEDMENT, LENGTH, ETC. E I= = = = = _ _ _ _ _ _ - _Ar- _a _ _ _ _ _ _ _ _ _ _ _ _ _ IL: SHEATHING SCHEDULE: 9. O ALL CONTRACTORS R AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FORTHE III I I I I III �� l- - - - - - - - - - - 3g76 40 PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES METHODS, SAFETY AND �I - - - m - - - - - - - - - - I OF 14 LOCATION NOTES BLOCKING SILL PLATE ANCHORS SECURITY ON THE III --- SHEATHING SEE JOB SITE.ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE SCHEDULE ABOVE AND SHALL BE HELD ill- - - - - - - - - - - _ �= = =a = �- - _ _ _ _ _ 1L STAGGER LAPS - - - - - ----- - - - - - - - - 2X6 DOULAS FIR#2 @16"O.C. AND ((2) HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND I I I I I I I I AS SHOWN 2X6 @ EA. OPENING AND END OF 1/2"ANCHORBOLTS ALL CLAIMS, LOSSES, WALL TYP. 5/8 STUUCTURAL 1 @ 36"O.C. AND SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON F I I- _ _ _ _ _ _ _ _ _ _ _ �_ =a= =a = a= _� _ _ _ _ _ _ _ _ _ _ k = 3 SHEATHING ON EXTERIOR W/8D WITH IN 12"OF - THIS PROJECT. I I I I NAILES @2"O.C. @ PANEL EDGES BOTH SIDES OF PERIMETER Date: Scale: SW1 AND @12"O.C. CEP FIELD YES ALL END PLATES. 10.ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE NAILING AS NOTED sILLENDPD5A@ AT THE SOLE EH- - - - - - - - - - - 1 = = = =a = - - - - - _ _ - - - - � � _ � INTERMEDIATES. 1/2"GWB SHEATING - - - - - - - - - - - - - - - - - - - SEE SCHEDULE ON INTERIOR W/8D NAILS#4"O.C. AT EACH END DISCRETION OF THE CONTRACTOR.ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT �I III Drawing Title: �- PANEL EDGES AND @12"O.C. @ SHALL NOT BE ��- _ _ _ _ _ _ _ _ _ _I _ _ _ -i - _ _ _ _ _ _ _ _ _ 11L _ GENERAL STRUCTURAL NOTES co CONSTRUED AS PERMITTING ANY OTHER DEVIATION. _ N FIELD INTERMEDIATES II II �^\ II III �p Drawing No.: No SHEATHING ATTACHMENT DETAIL N T N It iz - 00 NOTES SCTM# 1000-031 .00- 12.00-001 .000 MCDONALD GEOSERVICES TEST HOLE BORING DRAWING ISSUE SITE PLAN FOR: 510 TRUMANS PATH, EAST MARION, NY 11939 NO. DATE ISSUED FOR Date: 3f17/26 3:40PM vP 1 4/21/2026 TRUSTEES APPLICATION STM (1000-31-12-1) R-40 RESIDENTIAL ZONE [LOW DENSITY RESIDENTIAL] 2 SOUTHOLD, SUFFOLK COUNTY, NY Dark brown loam OL EXISTING WATER MAIN 3 ' 4 t 5 Brown clayey sand With gravel SC Q �,, ".'' \�� \ 6 SITE PLAN BASED ON A SURVEY BY KENNETH M. WOYCHUK LAND SURVEYING, 6/13/2025 4 -..�. 8 INFORMATION ALLOWED EXISTING PROPOSEDP g 9>11 UPLAND LOT AREA - 47,583 SF - EXISTING OVERHEAD 10 Light brown fine to coarse sand with gravel SW ELECTRICAL SERVICE / ":..: .'. ,`.-` `'.~ \:' 11 LOT AREA TOTAL - 50,510.48 SF12 LOT DEPTH (FT) - 310.0 FT - PROPOSED WATER SERVICE �S DRAWING REVISIONS LOT WIDTH (FT) - _ _______ _ \ , 11 ' \ NO. DATE REVISION 243.07 FT "" , PROPOSED I/A OWT Q�� /` j 0y0 LOT AREA BUILDABLE - 17,115.31 SF - " 1 SANITARY SYSTEM, �'� / ; 4. . 042) 2 \�Q�, 3 Pale brown fine sand �@ REFER TO `� 6 4 MIN. FRONT YARD (FT.) 50 -0 139-4 125-3 ENGINEER DWGS /� vCn MIN. SIDE YARD (FT.) 15-0 35 -0 25 -4 43 -4 \ 6 m MIN. REAR YARD (FT.) 100'-01, 76'-4" 91'-3" , J, . . \ �s 7 N MIN. ACCESSORY SIDE YARD 15'-0" 8 9 �� Water in pale brown fine sand SP �j� r� \ `' 10 MIN. ACCESSORY REAR YARD 15-0 - - _ v� �, I 'li r�s y / 11 ALLOWABLE COVERAGE (20%) 3,423 SF - - p< 12 ;'��P l' 1 •9 , TOTAL EXISTING COVERAGE - 2,011 SF - O `\ � J .,__�` .7' JAG•.,.",. ' � \ Q / F,'"�QP �, f �` ,� THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL MAIN HOUSE 999 SF Qj� / „f i �`\�P \ �• OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR / ; ' \�',, \ _ _ "- � TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Comments: Water encountered y 8'belov�r surface. ,' - / `? PRE-EXISTING\MAIN Q�V ACCORDANCE WITH APPLICABLE CODES. GARAGE 307 SF / ' ' F o TIERED WOOD DECK & STEPS 529 SF TEST / 1 _ °Q HOUSE ENTRY STAIRS ti, o �� ` APPROXIMATE LOCATION _ Q 1 0 / / HOLE `� I ��_ ,��TO BE DEMOLISHED \ ��Q /SAUNA ROOF W/ OVERHANG 59 SF OF EXISTING SANITARY � � (RED DASHED) , WOOD WALKWAYS 117 SF SYSTEM TO BE ABANDONED p 'O ' - _-. 2 �oA Q� p f,` ' �� PRE-EXISTING �• Q° / O \ .• DRIVEWAY TO BE Designer: TOTAL PROPOSED COVERAGE - - 2740 SF 100 SETBACK TO �sF ;l"� \o i DEMOED (RED / — FLAGGED WETLANDS DASHED) \ '� I SAAC RA E MAIN HOUSE 999 SF 430 MAIN STREET PROPOSED ADDITION PROPOSED ADDITIONDASHED)-,,----.-,,,,, / GREENPORT NY 11934 960 SF / w (BLACK TIERED WOOD DECK & STEPS 605 SF /• �• / �. ` �! / T. 347-276-6093 E. clay@isaac-rae.com / y J PRE-EXISTING / SAUNA ROOF W/ OVERHANG 59 SF �G / cn "GARAGE TO BE WOOD WALKWAYS 117 SF / / ; ` DEMOLISHED (RED }� i / I �;( O: Applicant of Record: 0 '�� / 1 i DASHED) Q2 ' , V / SAUNA t• ' I J'/ }'�� O" / j� rl W I O PROP SED ADDITI N = ' F `v ' U O O 985 S � / PROPOSED �C - WOOD WALKWAYS \ _I ONE TORY '121 SF IS IN 1010 SETBACK ( _ S ADDITION i TEMPORARY 864 SF IS LANDWARD OF 100' SETBACK `/ ' BILCO 1 STORY FRAME DWELLING FFL22.2 �6 PRE-EXISTING WOOD , ' / I CONSTRUCTION SILT ' � j' j' i FENCE DECK TO BE NQ) REFURBISHED (RED , ° DASHED) PROPOSED REFURBISHED 6 F TIERED WOOD DECKSTEPS j/ ti FRESHWATER WETLANDS �\. �. -- -_-----, - , BOUNDARY AS DELIINEATED BY ' ' EN-CONSULTANTS SEPT 13, 2024 ' `l `•• C� ,,� ._ �csT * , ' � �" EXISTING WELL TO BE ABANDONED 016 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN - ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS 69) , I/' / ;/ ;._.. - p `� INFORMATION YOU AGREE NOT JJ"" A9O,p �!" ,' l \ Gj SAAGRAE LLC TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, O '" INZ, WITHOUT THE EX PLICIT WRITTEN PERMISSION OF AV Project: & ` Trumans Pathth O O 510 Trumans Path, East Marion NY 11939 Q� �l o ' � Project No.: PROPOSED NATIVE IR 02 �; �� NON-TURF BOARDED Seal/Signature. _ qRy o 0 � - BETWEEN ORDINARY ' P ' 1�y HIGH WATER LINE AND \ \, 16 CONTOUR LINE ADJACENT HODS O� G c yco / PIER LINE 397 R 2 2 2-26 0 O •IJ SITE PLAN LEGEND " I I t i NO PROPOSED SCOPE Date: Scale: O'� AS NOTED r_______ Drawing Title: 0- PROPOSED ADDITION PROPOSED SITE PLAN C\Ir // L J r-- —————— -� Drawing No.: 0 C: J L__--___- BE REMOVED OR REFURB SHO I t ED N 1 PROPOSED SITE PLAN Scale: 1/16 = 1 -0 ■ -7 7. NOTES STORMWATER DRAINAGE SYSTEM CALCS MCDONALD GEOSERVICES TEST HOLE BORING DRAWING ISSUE NO. DATE ISSUED FOR SITE PLAN FOR: 510 TRUMANS PATH, EAST MARION, NY 11939 �Q ' 1 4/21/2026 TRUSTEES APPLICATION Date: 3/17/26 3:40PM 2 STM (1000-31-12-1) R-40 RESIDENTIAL ZONE [LOW DENSITY RESIDENTIAL] SOUTHOLD, SUFFOLK COUNTY, NY Dark f�lo�vn loam CJt_ 3 4 -------- 0.5' O Brown clayey sand with ravel SC \\\r 5 SITE PLAN BASED ON A SURVEY BY KENNETH M. WOYCHUK LAND SURVEYING, 6/13/2025 v v CATCH BASIN Q ~ k'' 6 7 4' PROPOSED ADDITION ROOF AREA [D1] D1 % !\f 9 10 ROOF RUN OFF CALCULATION:985 SF X 0.17= 168 CUBIC FEET / f \Light brown tine to coarse sand with gravel SW ;' / ,�`�.� ��-; ;`;. •. .: }:: :". \ DRYWELL STORAGE CALCULATION: 168 CUBIC FEE-F/42.2=3.98 D2 8' X 8' DRYWELL D2 �_ 12 4' PROVIDED 4' OF VERTICAL 8' DIAMETER DRYWELL TRAFFIC BEARING ` PROPOSED (2)8' DIAMETER X 2' DEEP DRYWELL SLAB, TYP. / J, �. ;' DRAWING REVISIONS �. , --_----- PROPOSED I/A OWT 0 NO. DATE REVISION PROPOSED CATCH BASI14 AREA [D2] � ' ! 1� :`:;, '� - :�: , � � r° � 1 =44 CUBIC FEET D2 SANITARY SYSTEM, �'��/ ;��`..,:.':.:, >:::: ` ✓ \ �2� 2 DRIVEWAY RUN OFF CALCULATION:2,632 SF X 0.17 8 CU C Pale brown fine sand SP REFER TO 3 DRYWELL STORAGE CALCULATION:448 CUBIC FEET/42.2= 10.62 � `, � ENGINEER DWGS 12' PROVIDED 16'OF VERTICAL 8' DIAMETER DRYWELL �' " 4 PROPOSED (2) 8' DIAMETER X 8' DEEP DRYWELL / '�� 5 6 18, r 1 7 - REFER TO PLANS BY P.W. GROSSER FOR PROPOSED I/A OWT SANITARY SYSTEM !. \ �` O o- s AM Water in pale brown fine sand SP10 GENERAL NOTES: / `.s' J `", O r / '� '�7 i 12 \� Pam\ / / - 2 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHAMPTON AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. O \\' / / �j P .. �` ' \ <' THIS APPLICATION IS APPROVED ONLY FOR WORK 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT \,P INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OF WORK.THE CONTRACTOR IS ADVISED ALL:SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL / `3 Q' \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ACCORDINGLY IN THEE FIELD. �� / ` -AND MUST BE INFORMED AC; CorrtrTtBnls: Water encountered 18 blrsuv surface. ,��, c� TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 3. A MINIMUM SEPARATION OF TEN 10 FEET HORIZONTAL AND EIGHTEEN 18 INCHES VERTICAL IS TO BE MAINTAINED V ('` ( ) ( ) ACCORDANCE WITH APPLICABLE CODES. BETWEEN WATER LINES, STORM DRAINAGE ANJD/OR SANITARY LINES OR STRUCTURES. / .1 I O� % \ ` o 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK TEST / 1 -\ M' : pQ ' \ 5. ALL UNSUITABLE MATERIAL AND DEBRIS SHALLL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND APPROXIMATE LOCATION ,= HOLE ` - --, �� D2 FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL / ;' �;I !` I 10 UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. OF EXISTING SANITARY / ,- O / , ..,_.. 6. ALL PRECAST STRUCTURES;SHALL INCLUDE SIUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SYSTEM TO BE ABANDONED A / O�� SHRINKAGE, TRANSPORT,AND TO ALLOW THE!STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER �'� BOA V O Ar \� �� / Designer: CONDITIONS SHOWN ON THE PLANS. 7. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 1 OO SETBACK TO / :...��,' / 8. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. FLAGGED WETLANDS �oG� �x I SAAC RA E 9. DURING CONSTRUCTION, EROSION AND SEDIMIENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO / �q L;_:.; /: .:.•.- / PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC. THE METHODS AND / / �C/j- r�: ' ''' 430 MAIN STREET PROPOSED ADDITION �� 1 GREENPORT NY 11934 MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL / CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". BLACK DASHED),_--_.. `, ' D1 w (, 10. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM `• / T. 347-276-6093 E. clay@isaac-rae.com MOISTURE CONTENT,AS DETERMINED BY STAINDARD PROCTOR TEST. / / O 11. THE DESIGN ENGINEER/ARC SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. �. �j / \ 'I ;" 0 12. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY ` �O / / `, / / O Applicant of Record: 13. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY S i DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY SCOH. o �� / / / D1 i O 14. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE T 2 SAUNA W j yq'g0 15. MAINTENANCE PROVIDER AND THE PROPERTY'OWNER SHALL PROVIDED T O SCOH. A GARBAGE GRINDER SHALL NO j / S BE INSTALLED UPSTREAM OF THE OWTS. tr 16. PROVIDE 2"VENT PIPE FROM THE OWT S TO TFHE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING,Q / PROPOSED SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID oN9 o soRY WOOD WALKWAYS WILL DRAIN TOWARD TREATMENT UNIT. .� BILco ADDITION17 TEMPORARY 17. CONTRACT OR SHALL CONFIRM INVERT ELEVAITION OF SEWER AT POINT OF CONNECTION PRIOR TO / I ;� 1 STORY FRAME DWELLING FFL 22.2 i -'/ / CONSTRUCTION SILT COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY FFL2s.2 li i �' j DISCREPANCIES IN THE INVERT ELEVATIONS `� PRE-EXISTING WOOD FENCE DECK TO BE i/ / REFURBISHED RED �. 61, : DASHED r PROPOSED REFURBISHED 605 SF : "-TIERED WOOD DECK&STEPS I. ti 35 0' FRESHWATER WETLANDS o, ro BOUNDARY AS DELINEATED BY / EN-CONSULTANTS SEPT 13, 2024 - `',, C'4� !, oo�o �.� 2 _ EXISTING WELL TO : s � - o .. .. ........ BE ABANDONED - S Z ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN �� i _, � _.,- ,, `•, `•, Op`� �Q', :......._. - _...-- ---- E LLC IN ACCEPTING THIS ,.- C R' / � � ARE THE PROPERTY OF ISAA - A , C1� INFORMATION YOU AGREE NOT 5 � , PART, �� TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR P T WITHOUT THE EXPLICIT WRITTEN PERMISSION OF QP ISAAC-RAE LLC 141 ' V Project:oje kc T Path ru mans a 510 Trumans Path, East Marion NY 11939 Project No.: oQ . Qo : ,' ,' PROPOSED NATIVE IR 02 NON-TURF BOARDED .. Seal/Signature: q BETWEEN ORDINARY D HIGH WATER LINE AN 16 CONTOUR LINE ADJACENT HODS r PIER LINE 3976� y0 S0JUibiu IL,v , SCDHS APPROVAL BOX ° Beard c:T^Is':�is. I 1 � \ 1 1 2 Date: Scale: •0 \ / ` — i AS NOTED �� \ �/� -sr- Drawing Title: 0o PROPOSED STORMWATER MANAGEMENT PLAN N r � ' N � � J Drawing No.: co O N T 1 PROPOSED STORM WATER MANAGEMENT PLAN Scale: 1/16 - 1 0 e �. NOTES CONSTRUCTION PLAN LEGEND PRE-EXISTING COVERAGE PROPOSED COVERAGE MAIN HOUSE 999 SF MAIN HOUSE 999 SF DRAWING ISSUE EXISTING WALL TO REMAIN GARAGE 307 SF PROPOSED ADDITION 960 SF No. DATE ISSUED FOR TIERED WOOD DECK & STEPS 529 SF TIERED WOOD DECK & STEPS 605 SF 1 4/21/2026 TRUSTEES APPLICATION 2 PROPOSED WALL SAUNA ROOF W/ OVERHANG 59 SF SAUNA ROOF W/ OVERHANG 59 SF 3 4 WOOD WALKWAYS 117 SF WOOD WALKWAYS 117 SF 5 NO PROPOSED SCOPE TOTAL PRE-EXISTING COVERAGE 2011 SF TOTAL PRE-EXISTING COVERAGE 2740 SF 6 7 8 r-------1 PROPOSED ADDITION 10 11 L--------1 12 r ----- --i PRE-EXISTING STRUCTURE TO BE REMOVED DRAWING REVISIONS L - - ----- J OR REFURBISHED NO. DATE REVISION ..... 1 2 3 4 5 6 7 8 NO PROPOSED) CHANGE TO EXISTING 9 FOUNDATION 10 11 12 100' SETBACK FLAGGED 74' 4 THIS APPLICATION IS APPROVED ONLY FOR WORK TO WETLANDS INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 40'-7" 33'-9" OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. � 1 1 PRE-EXISTING MAIN HOUSE 1 ` 39'-4" STRUCTURE ABOVE Designer: SAAC - RA E 12'-0" 26'-8" 1 � - 1 i 430 MAIN STREET 1 GREENPORT, NY 11934 jT. 347-276-6093 E. clay@isaac-rae.com WASHER DRYER 1 1 �'-------------------7 Applicant of Record: 1 1 I 1 LAUNDRY STORAGE BASEMENT 1 1 1 1 w O U) 1 LL UP 1 ^ O w N M U O AHU/ 1 _ NEW SLAB ON GRADE FOR NEW STRUCTURE 1 B717 ABOVE ILCO 1 1 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS 1 INFORMATION YOU AGREE NOT o / 1 TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF -----C-----'1 ISAAGRAE LLC WATER HEATER PRO- ♦I 1 SURGE 1� TANK 1 Project: 1 � 1 ------------J T ru m a n s Path 510 Trumans Path, East Marion NY 11939 1 � 1 NO PROPOSED) 1 1 1 � � Project No.: CHANGE TO EXISTING I R-02 FOUNDATION 1 1 Seal/Signature: 1 � � 1 � � D APO y C J 0 CREST OF SLOPE s��,"u i' �,. 39OF tN4 75� Date: Scale: AS NOTED 2 Drawing Title: o- PROPOSED BASEMENT FLOOR PLAN 00 N 1 PROPOSED BASEMENT PLAN Scale: 1J4" = V-0" Drawing No.: N CD N AM Ammak AN N . . -. ,, , % r ,�. - y. NOTES CONSTRUCTION PLAN LEGEND PRE-EXISTING COVERAGE PROPOSED COVERAGE MAIN HOUSE 999 SF MAIN HOUSE 999 SF DRAWING ISSUE EXISTING WALL TO REMAIN GARAGE 307 SF PROPOSED ADDITION 960 SF NO. DATE ISSUED FOR - - TIERED WOOD DECK & STEPS 529 SF TIERED WOOD DECK & STEPS 605 SF 1 4/21/2026 TRUSTEES APPLICATION 2 PROPOSED WALL SAUNA ROOF W/ OVERHANG 59 SF SAUNA ROOF W/ OVERHANG 59 SF 3 4 WOOD WALKWAYS 117 SF WOOD WALKWAYS 117 SF 5 6 NO PROPOSED SCOPE TOTAL PRE-EXISTING COVERAGE 2011 SF TOTAL PRE-EXISTING COVERAGE 2740 SF 7 8 ------- , _ . , - . , .. . : I I ::.. . . .. . '•,. PR POST=D ADDITION 10 O ' : 1 1 L------- J 1 2 r f I ., : . - .' A-2 0.00 . f C o DRAWING REVISION - RE T BE REMOVED S PRE EXI��TING STRUCTLI TO BE _ , . ---� , L_----- I HED ; EF RB S OR R U 3 NO. DATE REVISION .. , . 1 2 :- 3 i' 4 11 � . I1. , 11 5 . . , , 6 . .. . . ", . . :: .-APPROXIMATE...,. ,..- : .: , . LOCATION OF : . , EXISTING SEPTIC 1. 9 . . -. 10 I 1, . , • 12 . _, '.. .. .... .'. 1. :'..:..::: . , . . . 4 . .::. :. ;' 114. 74t,, 100 SETBACK FLAGGED , THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED APPLICATION. ,. :'.. .' . TO WETLANDS OTHER I .1 , .. _: ". R 6 - 1 10 ' � 34' 6" MATTERS SHOWN ARE NOT TO BE RELIED UPON 0 8 0' TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. PROPOSED ONE STORY 960 '.. . SF ADDITION —__- - - -�, - --- 1--------- ---------- \ LINE OF PRE-EXISTING ENTRY �, =;'�� '5, - 11- == \ STAIRS TO BE DEM ED 1 6°TYP. O cb , , >, PRE-EXISTING SAUNA � -- Designer: AND OVERHAND TO * 39'-7° 1'" COVERED REMAIN [5i9 SF] %. ` IIA `, �"`` - _ \ 5'-4" 8'-5" 24'- 11" C ENTRY E ISAAC RAE TERRACE 21I„ °' 430 MAIN STREET 10'- 2" - / -/- / IT ! I -o° GREENPORT, NY 11934 r RANGE DW S O AGE -. '+- .. '' ENTRY 9'-9 "� ti' `` �' 9'-9" T. 347-276-6093 E. clay@isaac-rae.com . - HALL /�/ _____- -__ __-_= % Applicant of Record: , : , ,.., KITCHEN I I EXISTING i I I SAUNA/ . ....._. /DN > I I MUDROOM MUDROOM `� c\I TO REMAIN, - - - - . ` - ----- - - i i CLOSET M r` .: .' . . _ BATH DRESSING I I 1 in EO AREA, I I 1 1 I ------- - -- T-9" 11 ` ` ., m - - NEW CASED ENTr RY I I I I I eo 4 A-402 2 BUILT-IN iL _ 1. ` AT EXISTING DOOR 1 1 1 i : STORAGE N �_ w LOCATIION 1 I I I I 3 I " w �' 0 O .� , �,�, I ''. 1// I 0/// I I 1 1 I BENCH CLOSET `� v °' - = 1 I II I — � , ...,. I I I N CLOSET _ _.... _ - i M «+ _._ __ _ . � I t I rr 1--1--j I 1 U w - - I I O PRE-EXISTING WOOD LIVING /. i I 4 A 401 2 0 ~ WALKWAYS TO REMAIN [117 SF] :;_ __ _ 6'_0„ I PRIMARY I 0 0 m - � 1 SUITE HALL 1 3 It L BILCO lL @ I - T T = O DN I ( O o0 ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN A-200.0 4 Z ACCESI ' llS HATCH TO /�- 1 PRIMARY - 2 -200.00 ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS ..• 0 BEDROOM w. BASEMENT STAIRS I BATHROOM T INFORMATION YOU AGREE NOT m ,.. r I � AR w \ -- --- EXPLICIT WRITTEN PERMISSION OF - _ _.. � X ' ' 1 - WITHOUT THE "-�.�:.�.,,,r,� ,, V// I \ cc:O ❑ El 1Lu IS�AAGRAE LLC \ 0 1 . - DN \ m a PRIMARY I Project:. PRE-EXIISTING MAIN HOUSE ., ° :.1. �� \ BEDROOM STRUCTURE TO REMAIN [999 SF] sHELVING DN I \ I Trumans Path :.' 1 - \ ' ,' � ru Marion NY 11939 .:. - . , . _ .. \ 510 T mans Path, co I 1. 1,1: r i h ,.,:.. . 1 1 I 14' 3" Z I 25'-5„ 1 ih N . T T ,:.. . ��, I I WOOD ,...-: _ _ _—_._.—.-._ _. .._ 1 I 1 I IBURNING OVE o Project I \ 1 N 1 I 4 A 400 2 I , ..... - 1 I ------------------------------------------------------------------I---1 I I IR-02 . . - . . . .. I � I 3 I Seal/Signature: 1 I 1 : I I � I�-------------------------------------------------------------------------r---, BU ILT-IN IN LOUNGE 1 ..............I .... ... ....... ..... ............- ... .... .. ........ ... . 1 1 _. 1 I 1 I I \ � -rr's-N I I I NJ \ I I I I I I.. _X/ I . - �- --_ i i �-----I 2 LINE OF PIKE-EXISTING WOOD .... .. .... .. ....._...._...... - - . ...._ i i i-------------------------------� a1' \ tl R._. ._.._._.__ 1.1 , DECK TO BE REFURBISHED I TIERED WOOD DECK&STEPS I I 0,, ,, (�,i F.'�' D ABC \ �j 20' o° PJ 2 2 2026 �—' S� Y [529 SF] .I . ... I .1 I 21'-o° \ 61, I O, 0 , PROPOSED REFURBISHED O 1 1 1 \ j0., \ � Saut!ioitl Tau,n (�' � y �,4 1 1 I \ \ \ BOA�da`�,,r.,. , r WOOD DECK [605 SF] i . . . . . . . i I \ \_�.._.-__" ._.___ - I ' M�� \ �' \ N� � 0 ------------------T----------------------------e-----------------------I----� \ T 3 5'I ,l REFURBISHED DECK TO BE I ; L LINE OF PRE-EXISTING CREST OF SLOPE F 7 o 2'-9" SHORTER THAN PRE- N I I GARAGE TO BE DEMOED EXISTING DECK `-------------------------- [307 SF] 1 A-200.00 Date: Scale: I AS NOTED ng Title: DPRIOPOSED GROUND FLOOR PLAN 0 co It 11 PROPOSED GROUND FLOOR PLAN &j Scale: 1/4" = V-0" co - Drawing o.: N O N .r- N Ni- 0 - - - NOTES CONSTRUCTION PLAN LEGEND PRE-EXISTING COVERAGE PROPOSED COVERAGE MAIN HOUSE 999 SF MAIN HOUSE 999 SF DRAWING ISSUE EXISTING WALL TO REIMAIN GARAGE 307 SF PROPOSED ADDITION 960 SF NO. DATE ISSUED FOR TIERED WOOD DECK & STEPS 529 SF TIERED WOOD DECK & STEPS 605 SF 1 4/21/2026 TRUSTEES APPLICATION 2 PROPOSED WALL SAUNA ROOF W/ OVERHANG 59 SF SAUNA ROOF W/ OVERHANG 59 SF 3 4 WOOD WALKWAYS 117 SF WOOD WALKWAYS 117 SF 5 NO PROPOSED SCOPE TOTAL PRE-EXISTING COVERAGE 2011 SF TOTAL PRE-EXISTING COVERAGE 2740 SF 6 7 8 r-------1 PROPOSED ADDITION 10 L-------J 11 12 r- -- - ---, PRE-EXISTING STRUCTURE TO BE REMOVED DRAWING REVISIONS L--- -- --J OR REFURBISHED NO. DATE REVISION 2 PRE-EXISTING MAIN HOUSE PROPOSED ONE- PROPOSED ONE- PRE-EXISTING MAIN HOUSE 3 TO REMAIN; PRE-EXISTING STORY ADDITION STORY ADDITION TO REMAIN; PRE-EXISTING 4 GUTTERS TO REMAIN GUTTERS TO REMAIN 5 6 7 ® EXISTING RO?OF — — — — — — _ __ — — — EXISTING ROOF 8 15'-10 21/32"' — — — _ — — — — — — 15'-10 21/32" ® 9 10 ® PROPOSED MOOF - - _ _r - - PROPOSED ROOF 14'-0 — — — — 14'-0' ® 11 0 12 THIS APPLICATION IS APPROVED ONLY FOR WORK - _ - PROPOSED LOWER ROOF ® INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR r - TO BE CONSIDERED AS EITHER BEING APPROVED OR IN '- in iin ACCORDANCE WITH APPLICABLE CODES. r T M 00 ® EXISTING-G6ROUND FLOOR — — — _ _- - — — rt — — — _ — EXISTING-GROUND FLOOR ® PROPOSED- GROUND FLOOR — — — — _r _T — — — T — PROPOSED-GROUND FLOOR ® Designer: 1'-6" ® 77 ORODE _ _+ GRADE ® I SAAC RA E ro CD I= 430 MAIN STREET _ _ LIF=� -� _ _ — GREENPORT, NY 11934 I ( I = = I I IF I I T. 347-276-6093 E. clay@isaac-rae.com =1 I I IIIIII—IIIIIIIII=1 I I1 !-1 I=1 I I1 l =1 IIIIIII1 =1III—III— E=LEVATION 4ELEVATION 2 Applicant of Record: 4 Scale: 3/16" = 1"-0" 2 Sicale: 3/16" = V-0" PROPOSED ONE- PRE-EXISTING MAIN HOUSE PRE-EXISTING STORY ADDITION TO (REMAIN; PRE-EXISTING SAUNA TO REMAIN GUTTERS TO REMAIN - - - - - - - - - / - - - - - - EX'S5IN1 ROOF T -r - - - - - - - PROPOSED ROOF 14'-0" O - - - - - PROPOSED LOWER ROOF 10' 0„ ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN LO o - ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS M INFORMATION YOU AGREE NOT T r To REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF CV 15AAC-RAE LLC ib -C•,� - - - - - - -EXISTING-GROUND FLOOR PROPOSED-GROUND FLOOR Project: � - ---- -- - - GRADE ® Try mans Path T 7 I I — — I I I _ _ 510 Trumans Path, East Marion NY 11939 77��I I =1 =1 I FI I F I I I =1 I I==1 I I F I= I - Fl -=I I _1 I ____I I 1= I I=1 I HE II:=II1= I I=I I 1=1 1 111 I_-I I __I 1 . 11 . . . I I 1=1 I I- I I Project No.: 3 ELEVATION 3 IR-02 Scale: 3/16" = V-0" Seal/Signature: PRE-EXISTING PRE-EXISTING MAIN HOUSE PROPOSED ONE- SAUNA TO REMAIN TO REMAIN; PRE-EXISTING STORY ADDITION ABC GUTTERS TO REMAIN e 5 EXISTING ROOF /I (7 2 2 20C ry6 Y�` QG G S CO - - - - - - - - - 15'-10 21/32" ® PROPOSED ROOF 14'-0" ® SOU1i01C� JL PROPOSED LOWER ROOFNo A - i o in El N o Date: Scale: T AS NOTED 00 - - - - _ - - - EXISTING-GROUND FL2 OO R ® Drawing Title: n- - - - PROPOSED-GROUNDFLOOR PROPOSED EXTERIOR ELEVATIONS O co _ -- GRADE N — I— I F Ed I I I I Drawing No.: N I-III-I I I I I I -III I I I I I ( I I I II I I I-III-IIIIIIIII-III-I T 1 ELEVATION 1 Scale: 3/16" = 1'-0"