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HomeMy WebLinkAboutArchitectural Drawings Rcv'd 5/15/26 PROPOSED MULTIPLE UNIT HO USING FOR : Gr K0_.,ETIE_,ER -,FAMIEY EIMIT_.,E_D PARTIVERSIVIP 645 NORTHSTRHHT, CUTCLIO GUH, NEW YORK 11935 LOCATION OF PROP. MULTIPLE DWELLING UNIT 10 lL W F `. I 1 1 Ir 1L -11 I N/O/F ' N/0/F ' N/O/F I Z W Z r' Lu WYANDANCH RE CORP. I WYANDANCH RE CORP. 1 WYANDANCH RE CORP. ' p p "y 492.43' w � w 0 co x f UTILITY w O w IL ` co� I POLE • Y Lu Cq -a I MIN. R.Y. SETBACK: 35' A5 PER GHAPT. 250, ATT. 5 N UJI SITE LOCATION PLAN °p 1 =� Scale: N.T.S. TOWN OF SOUTHOLD I -- -- - - - - --- - --- --- - -- - - -- - - - - - - - - O- - - - w o < EXTENT OF CLEARANCE AREA I ZONING & SITE DATA O I ZONING CLASSIFICATION - HB - HAMLET BUSINESS t120S5376.0 a 5GTM #: DISTRICT: 1000 N I SECTION: 102 CLEARANCE( N 5.F) LOT: BLOCK: 05 OT a z � 1ILI V I SANITARY w A5 PER CHAPTER §280 ZONING, ATTACHMENT 4 - HAMLET BU51NE-56 COVERS w I O O O in I = I SITE DATA PERMITTED/REQ'D. EXISTING PROPOSED O O O O 100,3515F. 100,3315F. z I I Q I 0 I LOT AREA 20,000 5P. MIN 2.50 ac. 2.30 ac. Lu OO PROPOSED m UTILITY I O LOT GOVERA6E 4O% --- Q.725lS = I Q O PRIVACY FENCE v I Y I w O (TYPa I •• POLE I WIDTH OF LOT 6O 4a2.43' 4a2.43' (N/G) V Z O10 Y I �1 DEPTH OF LOT 100 {�{ PATIO I'AT(D PATIO PATIO < I W 201.66' 20I.66' (N/G) I 1 Q 5LAE3 O 5LAB 5LAB SLAB �p 1 j BUILDING HEIGHT 2 5TY./35 FEET --- I S7Y•/t16.0 FT. Iv v • • v v • • • v v • • v LIVABLE FLOOR AREA 550 5F. I,Iga.O 5F. z• VI {p GAS-WS-WS-GAS-GS-GA -GAS GAS- � PROP. F I . FLR. � a � PROP. F I . FLR. PROP. FIN. FLR. MECH. MECH. PROP. FIN. FLR. MECH. „ 1� ,►� ,► SETBACKS Z I z EL.: .5' EL.: 3 3.5' EL. 33.0' EL. 33.0' z I ARAGE UNIT-r U�I T B APAGE ARAGE UNIT G UNIT D 5ARAG ARAGE UN I-(- UNIT GARAC I FRONT YARD 15 --- 55.0' I w I I I I I It \PROP. METER I v C m !'� `, VAULT 4 5HUTOFF 1 �U � REAR YARD 25 --- t12a.32' 1?��LVE t 167.0' 30.0' 32.0' �� � hI 35.0' I � SIDE YARD 10 -- --- \ O TOTAL WIDTH OF 25 tl�i7 O' 2 51DE YARD5 V s I I \ LOCATION NEW Q PROPOSED AREAS: I MIN. .Y SETBACK: 35 A5 PER CH/4PT. 2&0, A \ UNDE W -` - l \ELEGTRIG.LII^ O BUILDING COVERAGE: a,74-7 5.F. (a.72%) I0 IMPERVIOUS AREA: 4,100.4 5.F. (4.0cl%) \\ I pC ` PERVIOUS AREA: 86,483.E S.F. (86.1c1%) tL \ '�' TOTAL LOT AREA: 100,331 5.F. (100%) CQ 6 LOCATION OF \\ NOTE: AS PER CHAPTER 2&0, ATTACHMENT 6 PROPOSED 51TE t127.41' 375.g6' TEST BORING \ I PLAN MEETS, ALL REQUIREMENTS FOR OPEN SPACE, APPROX. BUFFERS, AND 5ETBACK5 FOR RE5IDENTIAL 51TE PLANS -- =- = ---sr----- - -- - -- -- -- -- -- - -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - -- - G 503.40 \ LOCATION LE55 THAN 15 A RE5. ROUT ' 540�13 10 E OF EXIST. FIRE NOTE: VARIANCE 5000HT FOR ARTICLE XXII, SECTION 250-107 (A) ROUTE O \\ HYDRANT BUILDING LENGTH AND SEPARATION FOR MULTIPLE MAIN ROAD �'• EXIST. UTILITY \ E- m W POLE \ z DWELLINGS - NO BUILDING SHALL EXCEED 125 FEET IN p LENGTH. GUY W1RE R LIST OF DRAWINGS PROP05ED CONCRETE CURB PROPOSED CONCRETE CURB N EXIST. EDGE END OF PROPOSED Q- DWG. DRAWINGS NAME OF PAVEMENT CONCRETE CUR X W I # PROPOSED MULTI-UNIT PLOT B w O T-1.0 51TE LOCATION PLAN, PLAN, 51TE 4 ZONING DATA, LEGEND, L15T OF N 0 R T H S T R E E T DRAWINGS,, NOTES T-1.1 GENERAL 2025 RESIDENTIAL CODE OF NEW YORK LEGEND STATE CODE COMPLIANCE A PROPOSED PLOT PLAN A-I O PROPOSED MULTI-UNIT FRODT 4 REAR ELEVATIONS, ING FLOOR PLAN, Scale: 111 = 20-011 S NORTH ARROW GENERAL NOTE A-1.1 TYPICAL UNIT FLOOR PLAN, TYPICAL UNIT WALL LEGEND, TYPICAL UNIT PLUMBING R15ER DIAGRAM, A DOOR, OVERHEAD DOOR WINDOW SCHEDULE, GENERAL NOTES EXTERIOR LIGHT A-1.2 PROPOSED MULTI-UNIT BUILDING ROOF PLAN, TYPICAL UNIT ROOF PLAN, ROOF LEGEND -- PRIVACY FENCE A-2.0 TYPICAL DWELLING UNIT 5EGTION5, TYPICAL UNIT E ELEGTRIG LINE GARAGE SECTION -GAS- GAS LINE A-3.0 PROP05ED MULTI-UNIT FRONT 8 REAR ELEVATIONS -w- WATER LINE A-3.1 TYPICAL DWELLING UNIT FRONT 4 REAR ELEVATIONS, TYPICAL BUILDING END UNIT SIDE ELEVATIONS -T GOMMUNIGATION5 (TELEPHONE) LINE t•9AY 15 2026 5-I.O PROP05ED MULTI-UNIT BUILDING FOUNDATION PLAN, .l OVERHEAD SERVICE WIRES SOUTHOLD TOWN FOUNDATION DETAIL5, CONCRETE NOTES PLr r,<iN BOARD 5-2.0 PROP05ED MULTI-UNIT FRAMING PLAN, TYPICAL UNIT ® NEW STORM DRAINAGE POOL w/CAST I FRANING PLAN IRON GRATE 5-2.1 AIR BARRIER 8 INSULATION CRITERIA, FASTENING O NEW STORM DRAINAGE POOL w/50LID 50HEDULE, LOADING CRITERIA, NOTES CAST IRON COVER BUILDINs GovE R»e�ce, 5-2.2 CONNECTION AND FASTENING DETAILS O NEW I/A OWTS 5EPTIG 5Y5TEM TO THE BEST OF W INFORMAnON,KNOVLED5E AND BELIEF n•E FOLLOWINS 5-2.3 CONNECTION AND FASTENING DETAILS, (INCLUDES DISTRIBUTION $ LEACHING DOCVKNM'AVE BEEN DEVELOPED AND E IN ACCORDANCE PM THE POOLS) FOLLOWu5 CODES: I-TOWN OF SOUTHOLD ZONING GORES. ® NEW 5EPTIG SYSTEM GLEANOUT5 2-THE 2025 RESIDENTIAL CODE OF NEW YOW STATE. PROPERTY OWNER/A:PPLIGANT: (FOR INDIVIDUAL UNITS d SYSTEM) 4-THE 200225"Ilie OWE OF NENE14 YTION GODEOwc STATE OF NE14 Y°w`STATE KOEHLER FAMILY LTD. PARTNERSHIP 5-THE 2025 FIRE GORE OF NEW YORK STATE 108 ALLEN BLVD. ALL NOTAnONS TO GHAPTER5,SECTIONS OR TABLES AS DEFINED IN THESE PAcRMI NGD,4LE, NEW PORK I I-735 DOCUMENTS RE�5 TO THESE CO UNLES OTHERWISE NOTED. 5.G.T.M.#: 1000-102-5-c-i.2 ISSUED FOR REVISIONS THE5E RAN5 ARE AN IN51WHENT OF PROPOSED MULTIPLE UNIT H0051146 FOR: DATE: 10-5-25 SITE LOCATION PLAN, PROPOSED 5eRncE AND ARE TIC PROPERLY CONSULTANTS TE �TEE3EPR0TEGT,1►�RI" ,5 � °sE. KOEHLER FAMILY LIMITED MULTI-UNIT, LIST OFDRAWIN65T PLAN, NLE INOENDI NO. DATE REMARKS NO. DATE REMARKS w1u.BE 1�wos�urE-O• � ��{ SGALE: A5 NOTED ARC H I T E C T U R IE * PLANNING I 8-18-25 P zoc 55 SET FOR REVIEW T� -` '��''- PARTNERSHIP DRAWING No. FIELD 0"ITION5 AND DIhE1 06 2 5-4-26 BLDG. DEPT. SUBMITTAL FOR DENIAL AND BE RE5PON51BLE FOR FIRD E 20& ROUTE IOCI, SUITE 205, FARMINODALE, NEW YORK 11735 FIT AND QUALITY OF WORK. LOCATED AT: DRAWN: B.J.A. NO OWWTEL.: 631-313-6,D05 FAX: 631-3Q3-68O& 3 5-14-26 PLANNING. DEPT. SUBMITTAL N B�IALF� T�}E G�ONIRAAGTORE �-� �° 027'�1� 645 NORTH STREET E-MAIL: 6000N5ULTANT5PG@16MAIL.GOM IN ANY ERROR5,OH1551ON5, R� tiN CUTCHOGUE, NEW YORK, 11935 - 1 -00 NOR NEGLECT ON HI5 PART. JOB NO: 225E I WINDOW AREA READ AS PER R325.1.1 4 R325.1.2 TOWN OF SOUTHOLD &% MIN NATURAL LIGHT OF TOTAL FLOOR AREA 4% MIN. NATURAL VENTILATION AREA OF TOTAL AREA GLAZED AREA VENT AREA CLEAR OPENING CLEAR WIDTH CLEAR HEIGHT U FACTOR SHGG TABLE R301.2 ANDERSEN COASTAL PRODUCT DOUBLE HUNG TW 3046: 10.51 S.F. 5.73 S.F. 5.10 S.F. 33 7/6" 24 1/4" 0.30 0.26 CL I MATT G AND GEOGRAPH I G DESIGN GR I TER I A 400 5ERIES TILT-WASH DOUBLE DOUBLE HUNG TW 2646: &.31 S.F. 4.57 S.F. 4.4q S.F. 2-7 -7/&" 23 3/I6" 0.30 0.26 HUNG WINDOWS DOUBLE HUNG TW 210210: 5.62 S.F. 3.02 S.F. 2.q2 S.F. 31 7/6" 13 3/I6" 0.30 0.26 WIND DESIGN SUBJECT TO DAMAGE FROM GROUND Topographic Special Windborne SEISMIC a Frost r IGE BARRIER FLOOD AIR MEAN p effects wind debris Weathering Termite FREEZING ANNUAL REQUIRED PROVIDED SNOW Seed k DESIGN line UNDERLAYMENT HAZARDSg 2 TW 3046 LOAD (mph) region) zonem GATEGORY1 depthb REGUIREDh INDEX TEMP 2 S.F. 31 x = MASTER ROOM GLAZING AREA 165.25 SF X .06 = 14.62 5F 10. 2ob 20 120 2 S.F > 14.62 S.F. (ok) SUFFOLK MODERATE TW 5046 20.62 S.F. psf mph C YES B TO SEVERE 42" MIN. YES YES NO 11.46 S.F. 11.66 S.F. OPENING AREA 05.25 5F X .04 = 7.41 5F 5.73 S.F. x 2 = 5.q3 S.F. x 2 = 33 7/6" 24 1/4" 11.46 5.F > 7.41 5.F (ok) (2) TW 3046 MANUAL J DESIGN GRITERIAn BEDROOM 6LAZIN6 AREA 146.27 SF X .0& = 11.70 SF 10.51 S.F. x 2 = Altitude Indoor winter Heating TW 3046 20.62 S.F. Elevation correctior Coincident design relative Indoor winter design Outdoor winter design temperature OPENING AREA 146.27 SF X .04 = 5.&5 SF 533 5.F. x 2 = 5A5 S.F. x 2 = 33 7/8" 25 5/16" 11. . . ok) dry-bulb temperature dry-bulb temperature 11.46 S.F. 11.66 S.F. 46 5P > 565 5F ( factor wet bulb humidity y- p y- P difference ANDERSEN 400 SERIES DOUBLE HUNG TW30410 WINDOWS MEET THE FOLLOWING CRITERIA FOR RESIDENTIAL CODE OF NEW YORK STATE, SECTION R31cl.2 - EMERGENCY ESCAPE 4 RESCUE OPENINGS: 5.70 SF CLEAR OPENABLE AREA vs. 5.7 REOD. (ok) Latitude Daily Summer Indoor summer Cooling 24 1/4" HEIGHT vs. MIN 24" R50D. (ok) range design design relative Indoor summer design Outdoor summer design temperature 33 7/&" WIDTH vs. MIN 20" REOD. (ok) gains humidity dry-bulb temperature dry-bulb temperature difference 2025 Residential Code of New York State (2025 RGNYS) FOR 51: I pound per square foot= 0.047gkPa, I mile per hour=0.447m/5. Section R31cl - Emergency Escape and Rescue Openings NOTES ' jai Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code, the frost line depth R31q.1 Emergency escape and rescue openings required. strengh required for weathering shall govern. The weathering column shall be filled 1n with the weathering index, "negligible", "moderate" or "severe" for concrete as Basements with habitable space and every sleeping room shall have at least one operablle emergency escape and rescue opening. Where determinates from Figure R301.2(I). The grade of masonry units shall be determined from A5TM 034, ASTM 055, A5TM G62, ASTM 073, A5TM C40, ASTM 02q, A5TM emergency escape and rescue openings are provided they shall have a sill height of not (more than 44 inches above the floor. 0145, ASTM 0216, or A5TM Gb52. z 20" 20" N R31q.l.l Operational constraints and opening control devices. b [NY]l,+ere the frost line depth requires deeper footings than Indicated In Figure R403.2(I), the frost line depth strength required for weathering shall govern. The Emergency escape and rescue openings shall be operational from the Inside of the room iwithout the use of keys, tools or special knowledge. authority having jurisdiction shall f111 In the frost line depth column with the minimum depth of footing below finish grade. z MIN. \IN. Window opening control devices and fall prevention devices complying with ASTM f2040 slhall be permitted for use on windows serving as a €4 [NY]The authority having jurisdiction shall fill In this part Of the table t0 indicate the need for protection depending on whether there has been a history of local N \ required emergency escape and rescue opening and shall be not more than 70 Inches( 176cm) above the finished floor. subterranean termite damage. R31q.2.1 Minimum size. dal [NY]The authority having jurisdiction shall fill in this part of the table with the wind speed from the ultimate design wind speeds map [Figure R301.2(2)]. Wind exposure All emergency escape and rescue openings shall have a net clear opening of not less than 5.7 square feet (0.530m2). category shall be determined on a site specific basis In accordance with Section R301.2.1.4. Exception: The minimum net clear opening for grade-floor emergency escape and rescue oopenings shall be 5 square feet (0.465 m2). DOUBLE HUNG CASEMENT lei [NY]The authority having jurisdiction shall fill In this section of the table to establish the design criteria using table 10a from ALGA Manual J or established criteria WINDOW UNIT X WINDOW UNIT R31cl2.2 Minimum dimensions determined by the authority having jurisdiction. Q The minimum net clear opening height dimension shall be 24 inches(blomm), the minimum net :clear width opening shall be 20 lnches(50bmm). The f i [NY]The authority having jurisdiction shall fill in this part of the table with the selsmic design category determined from Section R301.22.1. net clear opening dimensions shalt be the result of normal operation of the opening. R31g2.3 Minimum height from floor. €gI [NY]To establish flood hazard areas, each city, town or village regulated under Part 1205 of Title Iq of the official compilation of Codes, Rules and Regulations of Emergency escape and rescue openings shall have the bottom of the clear opening not grreater than 44 Inches (1115 mm) above the floor. the State of New York (NYCRR) shall adopt a flood hazard map and supporting data. The flood hazard map shall include, at a minimum, special flood hazard areas as identified by the Federal Emergency Management Agency In the Flood Insurance Study for the community, as amended or revised with: F.F. EL. I. The accompanying flood Insurance Rate Map (FIRM), II. Flood Boundary and Floodway Map (FBFM), and 2025 Residential Gode of New York State (2025 RGNYS)Section R324 - Glazing Ili. Related supporting data along with any revisions thereto. €h I [NY]ln accordance with Section R405.1.2, R905.4.3.1, RG05.5.3.1, Rg05.6.3.1, R905.7.3.1 and R4O5.6.3.1 where there has been a history Of local damage from the effects R324.1 Indentlfication: of Ice damming, the authority having jurisdiction shall fill in this part of the table with "YE-5". Otherwise, the authority having jurisdiction shall fill in this part of the Each pane of glazing Installed In hazardous locations as defined in Section R325.4 shall be provided with a manufacturer's or Installer's label table with "NO". designating the type and thickness of glass and the safety glazing standard with which It complies which is visible in the final Installatlon. The €1 I [NY]The authority having jurisdiction shall fill In this part of the table with the 100-year return period air freezing index OF -days) from Figure R403.3.(2) or from the laber shall be of a type which once applied cannot be removed without being destroyed. 100-year Mcl percent) value on the National Climatic Data Center data table "Air Freezing Index-USA Method (Base 320F)." I j I [NY]The authority having jurisdiction shall fill In this part of the table with the mean annual temperature from the National Climatic Data Center data table "Air NOTE, Freezing Index-11,15A Method (Base 320F)." I. ALL EMEROENGY ECRE55 EXIT DOORS REQUIRED SHALL PROVIDE DIRECT AGCE55 FROM THE HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR WITHOUT REQUIRIN5 TRAVEL THROUGH A I kI [NY]ln accordance with Section R3012.1.5, where there Is local historical data documenting structural damage to buildings due t0 topographic wind speed-up effects, GARAGE. ALL EMERGENCY EGRE55 DOORS SHALL BE EQUIPPED WITH HARDWARE THAT 15 READILY OPENABLE FROM THE 51DE FROM WHICH E&RES5 15 TO BE MADE WITHOUT THE U5E OF A KEY OR the authority having jurisdiction shall fill in this part of the table with "YES" Otherwise, the authority having jurisdiction shall Indicate "No" In this part of the table. SPECIAL KNOWLEDGE OR EFFECT. THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGED DOOR NOT LE55 THAN 3 FEET IN WIDTH AND 6 FEET, 6 INCHES IN HEIGHT AS STATED IN "THE 2025 RESIDENTIAL CODE OF NEW YORK STATE (2025 RGNYS)" SECTION R3152. III [NY]ln accordance with Section R3012.(2), where there Is local historical data documenting usual wind conditions, the authority having jurisdiction shall fill in this part of 2. ALL OPENINGS BETWEEN A 6ARAGE AND THE RESIDENCE SHALL BE EQUIPPED WITH A 20-MINUTE FIRE RATED DOOR ASSEMBLY WITH A SELF-G1LO51NG DEVICE AS STATED IN "THE 2025 RESIDENTIAL the table with "YES" and Identify any specific requirements. Otherwise, the authority having jurisdiction shall Indicate "NO" in this part of the table. CODE OF NEW YORK STATE (2025 RCNY5)" SECTION R302.5.1 - OPENIN6 PROTECTION Im} [NY]ln accordance with Section R301.2.12 the authority having jurisdiction shall indicate the wind-borne debris wind wind zone(s). Otherwise, the authority having jurlsdiction shall Indicate "NO" In this part of the part of the table. In I [NY]The authority having jurisdiction shall fill In these sections of the table to establish the design criteria using Table I a or lb from AGGA Manual J or establised criteria determined by the authority having jurisdiction. GENERAL CONDITIONS €ol [NY]The authority having jurisdiction shall fill in this section of the allowable stress design table using the ground snow Loads in Figure R301.20) In accordance with Section R301.2.3. 1. All construction shall comply with all applicable provisions of the 2025 RESIDENTIAL CODE OF NEW YORK STATE ('2025 RCNYS), and Building & Zoning Codes of the Town of Southold. Requirements specified in the Code shall be adhered to as if called for or shown on the drawings. Any regiuirements set forth on the drawings more stringent than code are to be followed and not modified without the Arclhitect's permission. Workmanship shall conform with the best acceptable standards for the trades involved. 2. Arcchitectural services for this project are limited to the preparation of these plans (general construction plans) conformling with the building code requirements. The Architect is available to the Owner or Contractor for consultaition regarding the intent of these plans. Any deviation from the plans shall be reported to the Architecit, in writing, prior to commencement of the work. 3. All work shall be executed in such a manner as to protect the safety of workers and the public. Barriers and other precautionary measures shall be erected in accordance with the authorities having jurisdiction or as required for safety during the entire construction operatioin. 4. Conitractor shall provide all necessary temporary and/or permanent support, bracing, shoring, etc., as required for the safe installation of new construction. 5. Contractor shall present the building to the owner for acceptamce clean and ready for occupancy. All debris is to be contained in dumpsters or trucks and carted away from the site. Contractor is responsible for legal disposal of all items taken from the site. 6. Rental charges, safety, protection and maintenance of rented equipment shall be the contractor's responsibility. 7. Construction safety, including care of adjacent properties during construction, compliance with state and federal rregulations regarding safety shall be the contractor's responsibility. 8. Conitractor shall secure building permit, arrange for required inspections, final survey and other miscellaneous documentation, surveys, borings, and permits required by the Towin of Southold for the Certificate of Occupancy. CAD EWILDIN&CODE REFERENSE, p TO THE BEST OF W INFORMATION,KNOWLED6E AND BELIEF THE FOLLOwIN6 A'f AY 1 J 2026 DOCUMENTS HAVE BEEN DEVELOPED AND ExecurED IN ACCORDANCE NTH THE FOLLOHIN6 CODES. SOUTHOLD TOWN I-TOWN OF SOUTHOLD ZONING CODES. PLANNING BOARD 2-THE 202s RESIDENTIAL GODe of NB^I YORK STATE. PROPERTY OWNER/APPLIGANT: 200� IN CONSERVATION FNSH G� AOFNEW YORK STATE TE KOEHLER FAMILY LTD. PARTNERSHIP 5-THE 2025 FIRE CODE OF NEH YORK STATE 108 ALLEN BLVD. ALL NOTATIONS TO GRAFTERS,SECTIONS OR TABLES AS DEFINED IN TI-IESE FARMINGDALE NEW PORK 11735 DOCUi,04M REFB2S TO THESEED CODES UNLESS OTHERWISE NOT . S.G.T.M.#: 1000-102-5-cf.2 ISSUED FOR REVISIONS THESE PLANS ARE AN INSTRUMENT OF PROPOSED MULTIPLE UNIT HOU5ING FOR: DATE: 10-5-25 OENERAL 2025 RESIDENTIAL CODE OF SERVICE AND ARE THE PROPERTY CONSULTANTS OF THEArzcHITEGT,II�RIN6El1ENT5 �� psi:. c1 KOEHLER FAMILY LIMITED NEW PORK STATE CODE COMPLIANCE NO. DATE REMARKS NO. DATE REMARKS HILL BE PR05EUM D. /(, r"t, �, are A K C H I T E C T U K E * PLANNING 1 8-18-25 PROGRESS SET FOR REVIEW CONTRACTOR SHAIl VERIFY ALL ' � 'OND PARTNERSHIP SGALE: AS NOTED DRAWING NO. FIELD CITION5 AND DIMEN5ION5 flc , 208 ROUTE IOcf, SUITE 208, FARMINGDALE, NEW YORK 11735 2 5-4-26 BLD6. DEPT. SUBMITTAL FOR DENIAL FI AND IOBF HORRr, * I `° J LOCATED AT: No AuowANCES SHAu BE MADE ,FOR FIELD DRAWN: B.J.A. 645 NORTH STREET TEL.: 631-3113-6805 FAX: 631-3a3-680e3 3 5-14-26 PLANNING. DEPT. SUBMITTAL IN BEHALF OF THE CONTRACTOR E-MAIL: GGGONSIJLTANTSPG®OMAIL.GOM FOR ANY ERRORS,OMISSIONS, q CUTCHOGUE, NEW YORK, 11935 NOR NEGLECT ON HI5 PART. 0 JOB NO: 2256 I z A A-1.0 GENERAL NOTES I I 1 , I � � I. THESE PLANS ARE TO BE USED IN CONJUNCTION WITH THE OUTLINE SPECS. WHEN PROVIDED. PATIO PATIO PATIO IF PROVIDED THE SPECIFICATIONS MAY HAVE TO BE MODIFIED TO AGREE WITH THESE PLANS. 134'-6• 2. ASSUMED SOIL TO BE SAND OR 6RAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MIN. �� `�� 4'-6' 501L BEARING CAPACITY OF 2 TONS/ S.F. I 34'-10" III-a" II'-V 54'-10• 34'-10' 11'-a" 3'"'2• 9'-II' 1� '-b' 4'-b 4'-b' V-b' 6'-0' '-0' 5'-b' 4'-b' 9'-II' 3' '2• 3'`'2" 4'-II' �� '-b• 416 4'-5' 5'-b 6'-0' 3. CONCRETE TO BE PLAIN, UNREINFORGED, MIN. 3000P.5.1., 2& DAY COMP. 5TRENGTH PREDICATED ON THE ABOVE SOIL ASSUMPTION. IF OTHER SOILS ARE ENCOUNTERED ARCHITECT IS TO BE NOTIFIED. LOAD BEARING VALUES ARE TO BE A55UMED AND THE FOUNDATION MUST BE I _, REDESI6NED. 4. ALL FOOTING'S TO REST ON VIRGIN, UNDISTURBED 501L AND OR NEW PILES. I 15'-b' rr-10• 11'-2• II'-2• n'-Io• I5'-b• 15'-b" r1'-10" 11'-2• o MASTER LIVING MECHANICAL . MECHANICAL_ LIVING AM STER o o MASTER LIVING MECHANICAL 5. FRAMING LUMIBER TO BE HEM-FIR, #2 OR BETTER, Fb=1000, E=1b LUMBER SUCH AS D.FIR, I ROOM R� I ROOM ROOM BEDROOM _' BEDROOM ROOM ROOM � 5.Y. PINE, WITH A HIGHER 5TRES VALUE MAY BE SUBSTITUTED FOR HEM-FIR. NO 5PF LUMBER BEDROOM r MAY BE USED EXCEPT FOR SILL, PLATES, AND NON LOAD BEARING STUD WALL5. b o 0 6. DESIGN LOADS ARE AS FOLLOWS PER S.F.: I LOCATION LIVE DEAD DEFLECT LIMIT IILII o b 15T FLOOR 40LB. IOLB. L/360 4 IOLB. SLB. L/240 N}QI G3 2� ATTIC (NON-STORAGE) PINNI 8-4 2 ATTIC (STORAGE) 20LB. IOLB. V240 4 A 7- Gig I Q m � 3 ROOF w/ FIINISH CEILING 30LB. SNOW 15L5. V240 ROOF w/NO FIN GEILIN6 30LB. I-iLB. L/150 A-3.1 I ' o - ' -0 4'-2' 5' 14'-46' I 14'-6• 5-4' 4'-2• -O N. ' ' o ' o 4'-2' s' ' 14'-6• `� A-3.1 7. MINIMUM HEADER 51ZE TO BE (2) 2'1 UNLE55 OTHERWISE NOTED. I � I71 _ � a ll TIT Krrc fATC01 m p�y� W� fuex K• 8. GLASS IN 51DELITE5, SHOWER DOORS, AND SLIDING 6LA55 DOORS TO BE TEMPERED 6LAS5. I 4 GARAGE I GARAGE 4 ILI 4 GARAGE 9. ELECTRICAL !WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY I i " i ti`L '� APPLICABLE LOCAL CODES. 14-2 5-4 I I-4 I I-2 I I-2 I I-4 5-4 14-2 14-2 - 5-4" IV-4" BEDROOM E o o i BEDROOM `� BEDROOM o 10. ALL PLUMBING WORK SHALL BE PREFORMED BY A PLUMBER LICENSED WITHIN THE I o � o I ®o KITCHEN :pl o o °j KITCHEN o PROJECTS LOCAL MUNICIPALITY AND SHALL CONFORM TO ALL STATE AND LOCAL CODES, - - INSPECTED AND APPROVED AS REQUIRED. COVE 02 1 I I 1 11. THESE PLANS ARE DE516NED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2025 ® -J i RESIDENTIAL CODE OF NEW YORK STATE 12. THESE PLANS ARE DE5I6NED TO BE IN ACCORDANCE WITH THE 2025 ENERGY 7=r 12' I• b'-2• b'-4' b'-0' b'-0' b'-4• b'-2' I -II• 7'--r• -t--►' 12' I• 8'-2' b'-4• e'-0• CONSERVATION CODE OF NEW YORK STATE. S-2 -1-4 -b II' ?-4" 15 12' 12-4' 14'-4' w-o" W-0' 14'-4' 14'-4' 15. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION 5UPERVI510N OF ANY KIND, 464• -6• 1 AND A55UME5 NO RESPONSIBILITY FOR CONSTRUCTION GONFORMING WITH THESE PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUE5, 5EQUENGE5, OR PRO- CEDURE5, OR FOIR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WIARRANTIES, NOR ANY GUARANTEES IMPLIED IN THE USE OF THESE PLANS. 1 14. THE CONTRAGTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY �10 C D15GREPANCIE570 THE ONTRA TOR 5HIALL ASSUME NRE5PON51BILITY FOR FIELD CHANGES WHIGH VARY FROM TION OF THE ARGHITEGT PRIOR TO 5TARTINO of THE PROPOSED MULTI; - UNIT BUILDING FLOOR PLAN CONSTRUCTION D>RAWING5 WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN A TYPICAL OF BUILDINGS No. 1 & No. 2 Scale: 1/8" = 1'-0" OBTAINED. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED A5 RELIEVIN6 THE CONTRACTOR FROM EXECUTION OF WORK REQUIRED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. 15. CONTRACTORI(5) TO MAINTAIN ALL INSURANCES AND LIGEN5E5 AS REQUIRED BY STATE AND LOCAL LAWS. 1 16. DO NOT 50AL.E DRAWINGS. FOLLOW DIMENSIONS ONLY. ALL DIMENSIONS ARE A NOMINAL SIZE, A-3.1 �- - - - - - - - - - - - - - - - EXAMPLE: INTERIIOR WALL DIMEN51ON5 SHOWN AS 4", ACTUAL INTERIOR WALL THICKNESS 15 4 1/2" -- 50ME ROOMS MAY HAVE THEIR DIMENSIONS ADJUSTED DUE TO THI5 FACT. I 17. DOUBLE ALL JO15T5 ( UNLE55 OTHERWISE NOTED ) AROUND OPENIN65 AND UNDER ALL I PARTITIONS PARALLEL TO THE DIRECTION OF JOISTS. - - 0. ALL WOOD FRAMED FLOORS TO BE INSULATED WITH MINIMUM 6" R-50 FIBERGLA5 BATT I - INSULATION. ALL. HOT WATER PIPES AND DUCT WORK TO BE INSULATED AS PER 2025 EGGC. la. 5MOKE ALARIM5 AND CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE I - ; ; ,1, , , ,_.,,_ ,_, _u uu , .I ;, 1� Il ll ,11 L 11 1hyli1 11III1 i11-llIl ll.l 1L 1;1 11 !'1LII l Il a �L JI1 Il. ll ll 1 L WITH 2O25 RG 51ECTION R310 4 R311 AND THE FIRE CODE OF NEW YORK STATE. lull 1 ul_l 11uu if a11u1 Iul!I 1I111u lllL}luul a II a 1L11 u u a Ill u ul lull a 11 uul loll s 1IIIII '�I u l lu Ll ll Ill!ll I I P I Il li I I Jl ll!I ll ll II� �® 1111 U 1II11Llt 1 II Ill II 1111 ® 11'I11L1111 II II 1;11 U: Il,Lllll llJl. ill ILlll _ 111J I L1l1IJ-u1.111 � I!LLI�II I�;I 1tIul 111LL'I ]I E tl�u.i 111,1�' tI I LII I!ll_lf,l llI_ 0�� 0�� 11l U 111 l_ll l ll.uL 111 �L11��Jlll_ L1 ll.11 l l lll j 111 1 11Lll_I L11 1L lit 1 n ll L� ll LUJ LIll11 LIIII II-11i1 I ll lllllJ l �� U1 li tLll_llll �'� 1111111 lll!11 W11111� I ll11U-11 11 , 1L 20. ALL MATERIAL REMOVED FROM PREMISES SHALL BE LEGALLY DISPOSED IN ACCORDANCE I uu�l nI, lUfl uulLll:It1 lLlllluu �00 000 a ut .ul llJ a U.l. ul'u u llllll;llulll uuuu u u a��Iul�1 ❑ u �i �' 11uu L tLll Illul! ll LI I11111! J111_l11 I Lltl ull llllll l l 1111,I Il ll�L 1�I1 ll 1.111t1 ll Illtll-Ill ;i 1llLIlL 1, 000 WITH ALL VILLAGE AND TOWN REQUIREMENTS. u u u II u 1 u.Jl I!I u 1111 u ; u'. ul u u u u - --- - --- uul 111 uul, 1_ u , 11 L ul1l u, I u u � tlu Illlll u�l�U ut ul u I 1 11 1 u 11 u ���� 1IllI 1 11�Lu�� lil��11ll�IJ11L iJ ��� ��� 1llLlllulJ luL 111J 1u1l1L 111ll111 L11111! I l lI IlL U uI J Lt iLJ II l lll: L , L ] 11 III 111 === F1 ,,, 111 1_ III 1 Il- 1,U.11llll 1111uL1 ll 1i111 I_Il l l llll llll ll_ll ll ll.. 11 U 111:11111 1W 1111 1 1I_ll 11I`1111 l l U II L11111�1 l ll ILl 21. PROVIDE 36 HIGH RAILINGS WHENEVER DECKS STOOPS LANDINGS OR PLATFORMS I uulLIlu_ cullulluuuuu,liJl lI ulrlu_,luluuuu_1uI1u fuluu uulllulll I�luulul.11ullu.11uu uI,IlU.nll_l;lutl 11 lil 1111_ uilLu uuu11 ulll 1 1 ll u u u FIK FLR, L y - - �` �1 } l ll � 1 _IL111J -111 111L1L1.-I W 111111 IllL u_Il l;.l ;Jll1Jlll ;I I LLI 111ll11!Illllllilllll illlll lull J 11ll1iIIIL,1uL 11 111 J1111111.111 1111 If 1.L1 i11Lll1 lllIU11i 'll Illu 1J llIII lu lllllll 1 U Il 1,1 EXCEED 30" ABOVE GRADE OR FLOOR BELOW. 6UARD RAILS AND BALUSTER SPACING TO l '-0•) - 0�0 000 " C,I BE AS REQUIRED BY RCNY5 SECTION R321.1. 22. ALL METAL FASTENERS ARE TO BE ATTACHED IN ACCORDANCE WITH MANUFACTURERS - - - - - - - - - - - - - - - SPECIFICATIONS. AT CATHEDRAL GEILIN65, TIE EACH ROOF RAFTER TO TOP PLATE WITH "H2A" HURRICANE TIES AS MANUFACTURED BY 51MP50N STRONG-TIE (OR EQUAL..). 23. PROVIDE CONTINUOUS FIRESTOP AT ALL CONGEALED SPAGE5 IN WALLS AND BETWEEN PROPOSED MULTI - UNIT FRONT ELEVATION FLOOR 5PAGE5 AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONGEALED SPACES TO 8-O :� VERTICALLY AND 20-0 HORIZONTALLY. 10 TYPICAL OF' BUILDINGS No. 1 & No. 2 (REFER TO DWG. A-3.0) Scale: 1/8" = 1'-0" :24. THE CONTRACTOR 5HALLL PROVIDE ALL SAFEGUARDS AS REQUIRED TO PRECLUDE INJURY TO OWNER'S AND CONTRACTOR'S PER50NNEL AND THE 6ENERAL PUBLIC. :25. EACH TRADE SHALL FAMILIARIZE THEMSELVES WITH THE INTENT OF THESE PLANS AND THE COORDINATION OF THEIR WORK WITH THAT OF THE OTHER TRADES. 26. ALL MATERIAL TO BE USED ON THI5 PROJECT SHALL BE INSTALLED IN STRICT CONFORMANCE 2 IWITH MANUFACTURERS' RECOMMENDED 5PEGIFICATION5 FOR INSTALLATION OF THEIR PRODUCT. A-3.1 - - - - - - - - - - - - - - - :27. ALL MASONRY SHALL BE TIED TO 5TRUGTURE WITH SUITABLE NONCORROSIVE 5TRAP5 AND ( 1 ANCHORS INTENDED FOR THESE SPECIFIC USES. I I 25. PROVIDE FLAt5HING AT ALL ROOF PENETRATIONS, VALLEYS, HEADS AND SILLS OF WINDOWS It EXTERIOR DOORS. 2a. PROVIDE SOLID BLOCKING AS REQUIRED UNDER ALL POSTS ABOVE, AS REQUIRED TO PROPERLY TRANSMIT LOADS TO FOUNDATION AND OR 61RDER5. _ 30. THE ARCHITECT HAS NOT BEEN RETAINED FOR THE DESIGN OF THE ELECTRICAL, HEATING, ® ® ® ® ® ® ® - - I _ VENTILATING, AIR-CONDITIONING OR PLUMBING SYSTEMS AND ACCEPTS NO RESPONSIBILITY _____ FOR THE PERFORMANCE AND OR OPERATION OF THESE SYSTEMS IN CONNECTION WITH THI5 WORK. Li --- ---IEl ILI I _ - - - - - FIN.MR._ _ 2 PROPOSED MULTI - UNIT REAR ELEVATION TYPICAL OF BUILDINGS No. 1 & No. 2 (REFER TO DWG. A-3.0) Scale: 1/8" = 1'-0" MAY 15 2026 PROPERTY ONNER/APPL I GANT: SOUTHOLD TOWN KOEHLER FAMILY LTD. PARTNERSHIP PLANNING BOARD 105 ALLEN BLVD. FARMINODALE, NEW YORK 11735 S.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS THESE R.ANS ARE AN INSTRUMENT OF K PROPOSED MULTIPLE UNIT HOUSING FOR: PROPOSED MULTI-UNIT BU I LD I N6 FLOOR s>�cE AND ARE THE MOPERTY _ � DATE: 10-8-25 PLAN, PROPOSED MULTI-UNIT FRONT C O N S U LTA N T S WOF ILL BE RGHITEGT,INFWN6EMEtlTS ����Sc. KOEHLER FAMILY LIMITED NO. DATE REMARKS NO. DATE REMARKS WILL BE PROSECUTED. J, { ar REAR ELEVATIONS, GENERAL NOTES ' I v U SCALE: AS NOTED ARCHITECTURE * PLANNING 1 8-0-25 PROGRE55 5ET FOR REVIEW CONTRACTOR SHALL.VERIFY ALL ''� � PARTNERSHIP DRAHIN6 NO. FIELD CONDITIONS AND DIMENSIONS 2 5-4-26 BLDG. DEPT. SUBMITTAL FOR DENIAL A BE RESPONSIBLE FOR FIELD 208 ROUTE IOa, SUITE 208, FAR.MIN6DALE, NEW YORK 11735 ND FIT AND QUALITY of WORK. LOCATED AT: DRAWN: B.J.A. TEL.: 631-3<13-6&05 FAX: 631-3a3-6808 3 5-14-26 PLANNING. DEPT. SUBMITTAL iN�B>3iAl.F&"O�oF THI5 CONTRACTOR `�-��). 02��y'1°' 645 NORTH STREET E-MAIL: 000ONS)LTANT5PG®6MAIL.GOM FOR ANY ERROR5,OMISSIONS, OF N CUTCHOGUE, NEW YORK, 11935 0 N0R NEGLECT ON HI5 PART. JOB NO: 2256 1 0 I z TYPICAL WALL DETAILS GENERAL CONSTRUCTION NOTES A-3.1 DEMISIING WALLS GARAGE WALL 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND EXTERIOR WALLS (BETWEEN DWELLING/DWELLING) (BETWEEN GARAGE/GARA(9E, WORKMANSHIP ON THE JOB FOR A PERIOD OF ONE YEAR FROM THE SEE BELOW ® MEGHNIGAL ROOM) DATE OF COMPLETION. 2. ALL WOOD FRAMING RESTING ON STEEL SHALL BE CONNECTED WITH G.I. PROPOSED 12'-0" X 12--0" NEW GERTAINTEED VINYL 51DING 2"xb" WOOD STUDS ® 165" O.G, w/(2) ANCHORS, EACH ONE. CONCRETE PATIO AT ON "T'YYEK" BLDG. WRAP ON I" LAYERS I/2" GYP. BD. ON ONE SIDE, 2 xb WOOD STUDS ® Ib O.G, GRADE (TYP) R-5 RIGID INSULATION ON 1/2" GDX 5/5" GYP. BD. ON INTERIOR 51DE EACH TYPE X GYP. BD. ON 3. UNLESS OTHERWISE NOTED,ALL FINISH MATERIALS SHALL MATCH PLYHOOD ON 2"xb" WOOD STUDS w/5 1/2" BATT INSULATION; 2"xb" EACH SIDE ADJACENT MATERIALS. ® 16" O.G, w/R-21 BATT INSULATION, WOOD STUDS ® 16" O.G. w/5 1/2° (PROVIDE FIRE STOPPING AS 4 1/2" GYP. BD. ON INTERIOR 51DE BATT INSULATION w/(1) LAYER 5/&" REOV) 4. CONTRACTOR TO PROVIDE ALLOWANCES FOR BUILDERS GRADE; OR AS PATIO PROPOSED PRIVACY GYP. BD. ON INTERIOR SIDE SELECTED BY OWNER. FENCING (TYP) (PROVIDE FIRE STOPPING 4 AIR -TILE, SELECT FLOORING OR CARPET (INSUILATION AS PER TABLE BARRIER 5EALING A5 REQ'D) -KITCHEN CABINETRY AND INSTALLATION OF APPLIANCES i [NY] IR402.1.3, EGGGNYS) (2 HR. RATED) -PLUMBING FIXTURES, FAUCETS. 1 A7� (NOTE: EXTEND TO UNDERSIDE OFul -SHOWER GLASS DOOR AS SPECIFIED BY OVVNER,TO INCLUDE A-2,O A-2.O N011 ROOF DECK ABOVE) INSTALLATION 5. GYPSUM BOARD ON CEILINGS TO BE U.S. GYPSUM 1/2"WITH ALL JOINTS 46'-6" TAPED AND SPACKLE, 3 COAT JOB. MOISTURE RESISTANT IN BATHS WITH INTERIOR WALLS TYPICAL INTERIOR WALLS CEMENT BOARD ON SHOWER WALLS&CEILINGS. 34'-lo" GARAGE WALL (WET WALL BETWEEN BATHROOMS) 6. ALL WINDOWS AND DOORS SHALL HAVE INSULATING GLASS AND SCREENS, (BETWEEN DWELLING/GARAGE 3'-4 q:-II" 7'-6 4'-g" 4'-g" 4'-8" 5'-8" 6'-O° 4 MECHANICAL ROOM WALLS) TEMPERED INSULATING GLASS IN ALL SLIDING DOORS, TEMPERED GLASS IN ALL SHOWER DOORS AND ALL FIXED GLASS ADJACENT TO OPENINGS OR TO 2"xb" HOOD STUDS ® 16" 0.0, 5/5" 21Ix6" WOOD STUDS ® 16" O.G, 2"x4" WOOD STUDS ® 16-- 0.0, FLOOR LEVEL, IN ACCORDANCE WITH RESIDENITIAL BUILDING CODE OF NEW TW3 410 TW3 410 T 646 FWG O 5L TkU646 TYPE 'X' GYPSUM BD. ON EACH 51DE 1/2" TYPE W GYPSUM BD. 1/2" GYPSUM BD. ON EACH SIDE YORK STATE - w/R-21 BATT INSULATION (FLAME (MOISTURE RESISTANT) ON EACH OF STUDS (V SPREAD LE55 THAN 25, SMOKE SIDE OF STUDS 7. CONTRACTOR TO TAKE PRECAUTIONARY MEASURE TO PROTECT PREMISES N LESS THAN 50) TW21 310 (I HR. FRATED) FROM DIRT OR DAMAGE. (INSULArTION AS PER TABLE MOTE' PROVIDE MOISTURE (NOTE: PROVIDE MOISTURE 8. CONTRACTOR TO PROVIDE FOR REINSTATING ANY EXISTING ELEMENTS RE515TANT GYSUM BOARD FOR RESISTANT GY5UM BOARD FOR [NY] R402.1.3, ECCCNY5) ALL WET WALL LOGATIONS) ALL WET WALL LOCATIONS) INTERRUPTED, COVERED OR REMOVED BY HIS WORK WHETHER INDICATED ON (NOTE: EXTEND TO UNDERSIDE OF DRAWINGS OR NOT. I \ / ROOF DECK ABOVE) 9. CONTRACTOR TO LEAVE PREMISES WITH ALL\WORK COMPLETED, CLEANED 0 L MASTER I Y I I`lC� M G 1�1 I GAL AND PAINTED AND READY FOR DECORATING B1Y OWNER. BEDROOM ROOM ROOM r 10. CONTRACTOR SHALL MAKE ALL WALLS, FLOORS AND CEILINGS PLUMB, LEVEL AND TRUE. 11. CONTRACTOR SHALL PATCH AND REPAIR ALL,JUNCTURES OF NEW WORK WITH THE EXISTING AND MATCH THE ADJACENT EXISTING AREA UNLESS THAT AREA p 4" VENT IS TO BE REFINISHED IN ACCORDANCE WITH TIHE NEW WORK. 4" VENT T11 ROOF THRU ROOF 12. ARCHITECT HAS NOT BEEN RETAINED TO SUPERVISE THIS CONSTRUCTION 13. DO NOT SCALE THE DRAWINGS. ® - O 14. THE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL UTILITIES PRIOR TO 4 GLO5E G 2 2 COMMENCEMENT OF WORK. _ 6 DINNI O I/2 N 1 1/2" A-3.1 O BATH 2 O 211 26 2" 11/2' I "� 2':�I I�2:� I 1I2�: " � I I I / 1 I/2� � � � �R� � o II I I I r = � m S m m I I I o I Y• TOI ET I TOI ET V. B ITHTUB m W/D LINEN N I- I' '- '- ® 51NIK I 5 0 2 8 2 0 4 2 3 14 911 crvsD 28 5H01WER ( I Hi F.A.I.FAI ® I6 - - - O IST FL. �! -- -- 211 2:: 2:: I D BAT H�� 20 ® /- -\'!t�22.5"x47" ATTIC 1 1/2" 3:: 3�� I I/2" 2" GM/r.�D G.O. 2„ I G O. I ACCESS ATGH C.O. I ® 26 DRAIN DRAIN O ��R��� 5:: 3�: 2 G.O. ✓ 3" DRAIN 14'-2" 2'-0' r 5'-4" HOUSE _ 771i TRAP o BEDROOM 30 = i K I TGHI� o - � � 00 TYPICAL UNIT PLUMBING RISER DIAGRAM - i 1 I 1 Scale: N.T.S. d GOVEEED - - � 2 2x12 HDR. m PORCH WINDOW SCHEDULE _ (2)T 0410 TW21 210 WINDOW AREA READ AS PER R325.1.1 8 R325.1.2 -' Eli &% MIN NATURAL LIGHT OF TOTAL FLOOR AREA 4% MIN. NATURAL VENTIL,4TION AREA OF TOTAL AREA GLAZED AREA VENT AREA CLEAR OPENING CLEAR WIDTH CLEAR HEIGHT U FACTOR 5HGG 7'-7" 12'- I" ANDERSEN COASTAL PRODUCT DOUBLE HUNG TW 3046: 10.31 S.F. 5.-13 S.F. 5.70 S.F. 33 7/&" 24 1/4" 0.30 0.2& 15'-2" 7'-4" 12'-4" 11'-8" 400 SERIES TI1-T-WA5H DOUBLE DOUBLE HUNG TW 2646: 8.31 S.F. 4.51 S.F. 4.4q S.F. 27 7/&" 23 3/16" 0.30 0.2871 HUNG Y4INOOW5 DOUBLE HUNG TW 210210: 5.62 S.F. 3.02 S.F. 2A2 S.F. 31 7/8" 13 3/I6" 0.30 0.28 14'-4" q'-O" II'-6" 11'-8" REQUIRED PROVIDED 46'-6" (2) TW 3046 MASTER ROOM GLAZING AREA 05.25 5F X .0& = 14.52 5F 10.31 S.F. x 2 = 20.62 5.F > 14.&2 S.F. (ok) 20.62 S.F. i TW 3046 OPENING AREA 185.25 SF X .04 = 7.41 SF 535 S.F. x 2 = 5A3 S.F. x 2 = 33 7/8" 24 I/4" 11.46 5.F > -1.41 5.F (ok) 1 11.46 S.F. 11.&6 S.F. (2) TW 5046 BEDROOM W 5046 GLAZING AREA 146.27 5F X .08 = I1.7o SF: 10.31 S.F. x 2 = TYPICAL UNIT FLOOR PLAN 20b2 S.F. OPENING AREA 146.27 5F X .04 = 5.&5 SF 535 5.F. x 2 = 5.113 5.F. x 2 = 33 7/b" 25 3116" 11.46 5.F > 5.&5 5.F (o1V 11.46 S.F. Ilb6 S.F. TYPICAL UNIT FLOOR AREA: I,Igq S.F. Scale: 1/4" = 1'-0" ANDERSEN 400 5ERIE5 DOUBLE HUNG TW30410 WINDOWS MEET THE FOLLOWING CRITERIA FOR TYPICAL UNIT GARAGE AREA: 24 S.F. RESIDENTIAL ("ODE OF NEW Y(ORK STATE, SECTION R31q.2 - EMERGENCY ESCAPE 4 RESCUE OPENINGS: 5.70 SF CLEAR OPENABLE AREA vs. 5.1 READ. (o4'J TYPICAL UNIT MECHANICAL AREA:: 87.5 S.F. 24 1/4" HEIGHT vs. MIN 24" REQD. (ok) 33 7/&" WIDTH vs. MIN 20" REGO. (ok) G3C�C5T��'1L�D MAY 15 2026 PROPERTY OWNER/APPLIG,4NT: SOUTHOLD TOWN KOEHLER FAMILY LTD. PARTNERSHIP PLANNING BOARD I 10& ,ALLEN BLVD. FARM I NC DALE, NEW YORK 11735 S.G.T.M.#: 1000-102-5-q.2 ISSUED FOR RECISIONS ¶$5E M-AN5 ARE AN IN5TR)MENT OF PROP05ED MULTIPLE UNIT HOUSING FOR: DATE: I O-8-2S PROPOSED TYP I GAL UNIT FLOOR PLAN, 5ERVIGE AND ARE nE PROPERTY �'� OF THE ARCHITEGT,1NFwN6EMENrs V`S .,05 E. c TYP I GAL WALL LEGEND, TYPICAL PLUMB I NC CONSULTANTS No. DATE REMARKS No. DATE REMARKS WILL BEPRO5EGIITED• 4111� v� �, af� KOEHLER FAMILY LIMITED RISER DI/4CcRM, SCHEDULE, NOTES SCALE: AS NOTED ARCHITECTURE * PLANNING 1 8-18-25 PROGRESS SET FOR REVIEW WNTRAGTOR SHALL VMIFY ALLPARTNERSHIP DR�,wIN� No. FlR D CONDITIONS AND DIMENSIONS $` ' 2 5-4-26 BLDG. DEPT. SUBMITTAL FOR DENIAL AND BE RESPONSIBLE FOR FIELD •�``• s 20& ROUTE 109, SUITE 20&, FARMINOPALE, NEW YORK 11735 FIT AND QUALITY OF WORK �cl, .� LOCATED AT: PRAHN: B.J.A. SHALL ALLO WES -EE MADE �" � 645 NORTH STREET TEL.: 631-�KI5-6&05 FAX: 631-3q3-6808 3 5-14-26 PLANNING. DEPT. SUBMITTAL IN BEHALF OF THE CONTRACTOR '�1� E-MAIL: C GGON..iULT1�NTSPG@I OMf�I L.GOM FOR ANY ERRORS,OMISSIONS, OF N CUTCHOGUE, NEW YORK, 11935 NOR NE6LEGT ON HIS PART. JOB NO: 2256 2 2 A A-3.0 -3.1 A I i = � �=--IT � - i ii III ii i II � II ry II III II II III II II II II � � I III I III I II I I II II III I II II I I II II II II II II n III II II III II II II 1 2 3 II II I - - - - -'IL - - - - I n II L III II I - " - - JI - II I �Ir I II - n - - -� I �- -_ - - II I - � I A-2.o A-2.o A-2.o IIf 11 II II II III II II II I( llllf 11 II II II II III 11 r -I I I I I I III I I I I I I ral -1I 11 II I 4 luuuluu 3 i � -�r�ll�71� � 1 I I I F_ -1IF-79 - � I � -I���mgF- -I A-3.1 it J O Ili- -i L I =J I� �IL -�II O III J O IIL_ JI� �I L ry II A-3.1 I jlj I 1 n� V � I I� II�- - - - - - - - 11 III II - - - - - - - -ED111,70 - - - - - - 11 11 — — — — — Ir - -- - - - - li rl- - - - - - - -� 1 � - - - - - - f II 11 — — — — - - - - - - - v 11 -11 111 III I Ire ILA I11 n L_ JI I "- II I I - � — 11 1� I m 1 ° n (- ' ° II11 L111 I I9 I JI III IL II II � F I 1 1 � � III � r I I II III r 1 I I I -j L ® W W ® I o II 1 I " O II —". O a I �3O 6-1 - - _ - - -► I a � � X I I u � CZ Cz PROPOSED MULTI - UNIT BUILDING ROOF PLAN g � N TYPICAL OF BUILDINGS No. 1 & No. 2 Scale: 1/8" = 1'-0" I I I I ( 1 II I II II II I II II I I2x12 RIDGE BEAM 2x12 RIDGE BEAM ROOF LEGEND 4 I I— — — AREAS OF OVI;ER A-3.1 I I I I — LL FRAMING ROO1F DIRECTION OF DOWNWARD I - --7 O SLOPE OF ROOF N i — 5:12 ROOF SLOPE I �— — — —��22.5 x47 ATTIC _ _ ACCE55 HATCHLu fY I V WALLS BELOW H I I II W x L � I N II , 2 I x I I L LO E I I I L x I 2 I G. ®x I6' O frilb7p 7:12 SLOPE 1 A-3.1 A TYPICAL UNIT ROOF PLAN QM-10�[ROW[RD �)IAY 15 2026 PROPERTY OWNER/APPLIGANT: KOEHLER FAMILY LTD. PARTNERSH I P SOUTHULD 1 OWN 105 ALLEN BLVD. PLANNING BOARD i FARMINGDALE, NEW YORK 11755 5.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS nf:5E PLANS ARE AN IN5TFZIJIvIEW of �,y "�4 PROPOSED MULTIPLE UNIT HOU5IN5 FOR: PROPOSED MULTI—UNIT BU I LD I NC ROOF ® 5>� ND cE A ARE THE PROPERTY F j DATE: I 0-8-25 PLAN, TYP I GAL UNIT ROOF PLAN, LEC END No. DINE REMARKS No. DATE REMARKS WBE0ARG" '" 5 � cKOEHLER FAMILY LIMITEDCONSULTANTS SCALE: AS NOTED PLANNING N N I N G 1 8-0-25 PROGRESS SET FOR REVIEW CONTRACTOR SHALL YEWFY ALL DRAHING- NO. A R c r1 I T E c r u R e L PARTNERSHIP FIELD CONDITIONS AND DIMENSIONS �' '�� `'�,;:� AND BE RE51`0013LE FOR FIELD 208 ROUTE I Oa, 51.)I TE 208, FAR.MI N6DALE, NEW PORK 11735 2 5-4-26 BLDC. DEPT. SUBMITTAL FOR DENIAL FIT AND GIUALITY OF WORK. i ��, LOCATED AT: DRAWN: B.J.A. ° NO AU0WANCES SHALL BE MADE °- (Y�?'� O 645 NORTH STREET TEL.: 631-3c13-68O5 FAX: 631-3q3-68O& 3 5-14-26 PLANNING. DEPT. SUBMITTAL IN BEHALF OF THE CONTRACTOR 9 () N � CUTCHOGUE, NEW YORK, 11935 ° E-MAIL: CGGONSULTI�NTSPG®6MAIL.GOM FOR ANY ERRORS,OMI5510N5, JOB NO: 2256 NOR NE6LEGT ON HI5 PART. CONTINUOUS RIDGE VENT BY CERTAINTEED CONTINUOUS RIDGE 2x12 RIDGE 12 VENT BY CERTAINTEED 2x12 RIDGE 5p Q5 - TYPICAL ROOF TYPICAL ROOF --- ------- - ----- --- _ - TIMBERLINE LIFETIME - TIMBERLINE LIFETIME -- -- ASPHALT ROOF 51-1INOLE5 ASPHALT ROOF SHINOLE5 - -- - 15# FELT PAPER - 15# FELT PAPER - 1/2" EXTERIOR GRADE PLYWD. 2x6 COLLAR - 1/2" EXTERIOR GRADE PLYWD. \ --- TIES @ 32 O.G. - 2xIO ROOF RAFTERS ® 16"' O.G. - 2x10 ROOF RAFTERS ® I6" O.G. �� 2x6 COLLAR WATER ff _ICE- -_' - TIES ® 32" O.G. 2'-O" �TTI G 2'-0" SHIELD ( IN) m -- _ WATER 8 ICE (2) 2x12 GIRDER (2) ( 2x12 GIRDER WATER ICE -- (2) 2x12 GIRDER - - SHIELD (MIN) (TYP. OF 2) (TYP. OF 2) SHIELD MIND Ix3 BRIDGING CONTINUOUS VENTED ENTRY PORTICO I LINO - CONTINUOUS VENTED TYPICAL GEI LINO ® &'-0" MAX. (TYP) SOFFIT 8 FASCIA (TYP) - 5/6" TYRE 'X' 6YP5UM BD. - 1/2" GYPSUM BD. � DWELLING UNIT - 2xl0 GL . JOISTS ® 16" O.G. SOFFIT 8 FASCIA (TYP) �� BEYOND --- - --- - 2x6 GL6. JOISTS ® I6 O.G. -- TYP I GAL WALL - R-4aINSULATION - TYP I GAL WALL G RP�GE MEGH�N I GP�L = _ = MASTER - _- OVERHEAD GARAGE NOTE: PROVIDE 5/&" TYPE 'X' -- - GERTAINTEED CEDAR BEDROOM BATHROOM BATHROOM � - CERTAINTEED CEDAR DOOR SYSTEM BY ROOM i --- IMPRESSIONS YYNIL 51DIN6 BEDROOM IMPRESSIONS YYNIL SIDING ----- CLOPAY GYPSU B TYVEK D. THIS WALL __ - " " 51-06. WRAP .) - "TYVEK" BLD6. WRAP (TYP) - R-5 CONTINUOUS INSULATION - R-5 CONTINUOUS INSULATION 4" CONCRETE SLAB - 12 COX. PLYWD. SHEATHING ANDERSEN TILT-WASH 4" CONCRETE SLAB - 1/2" COX. PLYWD. 5HEATHIN6- 2X6 STUDS ® I6 ON GRADE w/bxb,O.G. DOUBLE HUNG WINDOW - 2X6 STUDS ® I6" O.G. ON GRADE w/6x6, - 5/6" TYPE 'X' 6YP5UM BD. (TYP) WI.4/WI.4 WWM - -2 BATT 6YPSUM B1 INSULATION - - WI.4/WI.4 WWM --- GRADEMill - - - 8" THK. POURED 6 MIL. POLYETHELENE _ R-10 MIN. RIGID INSULATION 6 MIL. POLYETHELENE OR�cDE COTHK. PE FOUNDATION - O VAPOR BARRIER (MIN.) 4" BASE COURSE OF UNDER SLAB, TO TOP OF FTC. VAPOR BARRIER WALL ON[ I'-4" x 8" DP. GRAVEL or RGA ' 4" BASE COURSE OF „ FTC. (REFER TO STRUGT'L. R-10 MIN. RIGID COMPACTED m m GRAVEL or RGA 8 THK. POURED CONCRETE FOUNDATION INSULATION UNDER 5UBGRADE DP. COMPACTED " DWG5) (TYP) SLAB, TO TOP OF FTC. 5UBGRADE WALL ON I'-4" x 8 FTC. (REFER TO DP. 'L. DW65) (TYP) 3)-TYPICAL GARAGE SECTION TYPICAL DWELLING UNIT SECTION Scale: 1/4" = 1'-0" CONTINUOUS RIDGE VENT BY CERTAINTEED 2x12 RID GE TYPICAL ROOF - TIMBERLINE LIFETIME 2x10 RIDGE 5p Q5 ASPHALT ROOF 51-1INOLE5 TYPICAL R O O F - 15# FELT PAPER - 1/2" EXTERIOR GRADE PLYWD. - TIMBERLINE LIFETIME - 2x6 ROOF RAFTERS ® I6 O.G. ASPHALT ROOF SHINGLES �� - 15# FELT PAPER 2x6 COLLAR - 1/2" EXTERIOR GRADE PLYWD. ENTRY PORTICO ROOF =- - - TIES ® 32" O.G. - 2XIO ROOF RAFTERS ® 16" O.G. BEYOND 2' " 2-O, WATER d ICE SHIELD (MIN) �t �TTIG WATER 4 ICE —DECORATIVE ENTRY SHIELD (MIN) COLUMN BEYOND (TYP. OF 2) (2) 2x12 GI ER (2) 2x12 GIRDER Ix3 BRIDGING CONTINUOUS VENTED TYPICAL WALL (TYP. OF 2) (TYP. OF 2) ® 6'-0" MAX. (TYP) SOFFIT t FASCIA (TYP.) - CERTAINTEED CEDAR IMPRESSIONS VYNIL SIDING TYPICAL GEI L I N G - "TYVEK" 51-D6. WRAP K I TGHEN HALL L I V I NC o - 1/2" GYPSUM BD. - R-5 CONTINUOUS INSULATION ROOMi - 2x6 GL6. JOISTS ® 16" O.G. - I/2" COX. PLYWD. SHEATHING dJ - R-4a INSULATION - 2X6 5TUD5 ® 16" O.G. - R-21 BATT INSULATION - 1/2" 6YP50M BD. 41" CONCRETE SLAB ANDERSEN FRENCHWOOD ON GRADE w/6x6, CONCRETE ENTRY SLAB WI.4/W1.4 WWM GLIDING PATIO DOORS (TYP) I (TYP) C RADE . . R-10 MIN. RIGID INSULATION 6 MIL. POLYETHELENE ' UNDER SLAB, TO TOP OF FTC. VAPOR BARRIER b" THK. POURED Q 4" BASE COURSE OF CONCRETE FOUNDATION GRAVEL or RGA WALL ON 1'-4" x 6" DP. COMPACTED FTC. (REFER TO 5TRUCT'L. 5UBGRADE PH OS) (TYP) 2 TYPICAL DWELLING UNIT SECTION Scale: 1/4" = 1'-0" MAY 15 2026 PROPERTY OWNER/APPLIGANT: SOU1 HOLD TOWN KOEHLER FAMILY LTD. PARTNERSHIP PLANNING BOARD 10& ALLEN BLVD. FARM I NC DALE, NEW YORK 11755 5.G.T.M.#: 1000-102-5-q.2 ISSUED FOR REVISIONS THESE PLANS ARE AN INSTRUMENT OF s. PROPOSED MULTIPLE UNIT HOUSING FOR: DATE: 10-8-25 TYP I GAL DWELL I NO UNIT SEGTI ONS, TYPICAL SERVICE AND ARE THE PROPERTY OF TI-E ARCHITECT,II�RIN6ENENTS �,� UNIT 0ARAC E SEGT I ON E� C 0 N S,U LTA N T S No. DATE REMARKS No. DATE REMARKS WILL BEPR05EUMD. ` {��SE oaf KOEHLER FAMILY LIMITED v 5GALE: AS NOTED A K C H I T E C T U K E * PLANNING I 8-18-25 PROGRESS SET FOR REVIEW CONTRACTOR SHALL VERIFY ALL PARTNERSHIP DR,4W I NC NO. FIELD CON01TION5 AND DIMENSIONS 2 54-26 BLDG. DEPT. SUBMITTAL FOR DENIAL AND BE RE5PON51BLE FOR FIELD 205 ROUTE 10a, 51JITE 205, FARMINCDI�LE, NEW YORK 117 - 35 �F.IIT� 7f �MADE � LOCATED AT: DRAHN: B.J.A. O TEL.: 631-3143-6805 FAX: 631-3a3-68O8 3 5-14-26 PLANNING. DEPT. SUBMITTAL IN BEHALF OF THE CONTRACTOR q�0• 027�1�t� ` 645 NORTH STREET E-MAIL: 6GGON5ULTANTSPG©6MAIL.GOM FOR ANY ERROR5,OMI%lON5, Q CUTCHOGUE, NEW YORK, 11935 2 ,oO NOR NEGLECT ON HI5 PART. JOB NO: 2256 A-3.1 — — — — — — — — — — — — — — — — — — — — — — —� U ll — i I L i L-1111_ W1 W1 11L1 IJL 1111 U. L _Ifl_1 llI_ 1L1 11 _J L 111 1 I W1LW 1W11L1u1111 Llll 1W1-11 U1L IW11L11WLL LULL 11111 LILI�I L 1LLl1 L 11 1UL 111�I 111�I I LLLII I ulluLLiL I u1ll �1�1 11111-It11,1111.1LJ illl1LL111111 ® IlLlllllll�lllliL- ll1111�LlLI ® ll-I - Ii111L 1L111�1 1_W111�JJLl 1Lli�W1111 Lll1!W_l,l_I I 111-llL111111 1 Lll�l1lll_ l 0 0 000 I I I Lill 1L11 11 1l 11J L Il_LW_1L1 Il_Jl1 J l f 11 11 l W 1LL WJLI L W11111_11_U_ 000 Il_Jlh W11111 ® 1L 1J1U111 I1_ 1.1 L LL1lll 11 A l i LI J U 11-U ll_IW 111 I111 I LW 11W-1 I 1 11ll11.11 L I-I 11_I 11 1111 1J 111 1LJ L ll-11_11 1-11 J111- -W L l 11 L_ LI _ll J1 1 u I L1�IJL111L11 11 1111 [[ 11111 11111 11111 11Al 1111111 111 ILIL11-11W11_ll I_Ll_ll_111111_11 1-11111LI11 WIW-ILWL L1LIIAH -1W1 I1.11_Il-iI_ll ILilluL1LU LW1_1111ULI PTI 11LLIHLWILl LI1WlUL1 0 1111 WI�I 1L11_J1.JILL Ui L11111 11� 1111.1'_u W1 1 LIL111LW WllLI_LWLA 1L I1-11 H Il- !1111LILII i! ! o WLWI_Il_W 111L11 At 0�0 11_W11UW-1 Ili_ti I111_11 1 1_I1_M Il_ I- d_ _ . II 1J Li II 1.!1 LU 11_11 I1.1L11_ aft >J W111L11 L111 1J 11 IL11_Il_ IW_11-11-ll_1l-i W111 1I 11tu illIL Il_Il Lill Ili II III W11111_I1.11_ I L- llllL1lll11 J1.11.� L11.11 II1�L_L11111 .1111_Illlll.11 II 11111111_ll_!Illl 11JWIJllllull u-LiLLL11WWJla1_I11 111 L111U u1.Uj11111_ll llU1�Lll1 !I IUll1l1 WI_LWIWIL1W11_WllL111W_11L1_lIW L� Ill W11i1 IF - 11U11L1ll1J_L 1ll11ll111J1JllL1uJ1111�LL1.IWLLLWLI WIJLWW_ILL11. 1111II_1LU1JW1llW I-1�1W11 LIL1ll11L1Lll_ 1_IIl1Wl_1L L11J11111 11_IIUJll11_WLl!11-1i_UI1.11111L111L1L11 0�0 JJ L11L11L111 ll_1111..11.1ll11L�JJ�I1.111L11-ILI L IUIJ I .II L11 ll!uIU.L i l_11. 11_ll-1 1.l l_l 11111 �Ll 111 W11_ 1111 l I IL I I- 1 11 J1_ l_ ..111 W_l- _lLl 1 111 a U, lll 11 � WL 11 Wll,1JJ L 11 W 1l1 L L 1 11_I I_l1_llW111W1uW1 Lau L1111-111111 11111 a 1 _l J L 1 __ll 11 W1 FIN. FLR. ,I pi I L1ll ll ll l 11 J11L1 (+O'-C�")-- 1U111�1_luul1U1111 LLI1..11_11L11__1111.1i 111111J. I111_1W 1J_1111_IW_WLLAIt111ll1_lLTlll_U_ ��� EIE;J=� 1-U�J WLI 1111 �1ll111]1.1LIll_Llulll.11 111-11_LLl1IlJLLItILI 1_WLIll1_WIJ11111 111W111W1 1111.11 111111J111 IllllUllul.1111_W1lJl_WLL111u11U111L1L UL1LWLll1 u1111.1W.Jl 1 PROPOSED MULTI - UNIT BUILDING FRONT ELEVATION TYPICAL OF BUILDINGS No. 1 & No. 2 (REFER TO PLOT PLAN) Scale: 3/16" = 1'-0" 2 A-3.1 r —� I l I I I —-- ® — — FF FE - Ll FIN_FUR._ (+O'-O" - -- --- - 2 PROPOSED MULTI - UNIT BUILDING REAR ELEVATION TYPICAL OF BUILDINGS No. 1 & No. 2 (REFER TO PLOT PLAN) Scale: 3/16" = 1'-0" HAY 15 2026 PROPERTY OWNER/APPLIGANT: SOUI HOLD OVVA KOEHLER FAMILY LTD. PARTNERSHIP PLANNING BOARD 10& ALLEN BLVD. FARMINODALE, NEW YORK 11-735 5.G.T.M.#: 1000-102-5—q.2 ISSUED FOR REVISIONS THESE R-AN5 ARE M IN5TRUl of PROPOSED MULTIPLE UNIT HOUSING FOR: PROPOSED MULTI—UNIT BU I LD I NC FRONT SEWGE Arm ARE TIC PROPERTY �-��� DATE: 10-8-25 CONSULTANTS No. DATE REMARKS No. DATE REMARKS LLB�R 5 � ��`�Os F �� , KOEHLER FAMILY LIMITED REAP, ELEVATIONS `,, �,l� af� SCALE: S NOTED A R C I.1 I T E C T U R E PLANNING I 8-0-25 PROORE55 SET FOR REVIEW CONTRACTOR S VU VERIFY ALL � ,, , �� �� PARTNERSHIP DR,4W I NC No. FIELD CONDITION5 AND 01*16IONS , AND BE RESPONSIBLE FOR FIELD D 208 ROUTE IOq, E,UITE 208, FARMINOPALE, NEW YORK 11735 2 5 4-26 BLDG. DEPT. SUBMITTAL FOR DENIAL FIT AND QUALITY of WORK i � LOCATED AT: DRAHN: B.J.A. y. TEE.: 631-3q3-6805 FAX: 631-3q3-6808 NO AUDWNCE5 5H� BE MADE � ' "` ti � 645 NORTH STREET 3 5-14-26 PLANNING. DEPT. SUBMITTAL IN BEHALF OF THE CONTRACTOR E—MAIL: 6000NSULTANT5PG®6MAIL.GOM FOR W NE61FC5H5 PART ' Q UO CUTCHOGUE, NEW YORK, 11935 JOB NO: 2256 ° I - TIMBERLINE LIFETIME �: ROOF SHINGLES TIMBERLINE GOORDINATED TIMBERLINE COORDINATED HARDIE PANEL SIDING TRIM 24 DIA. DECORATIVE TIMBERLINE LIFETIME RIDGE VENT (TYPM RIDGE VENT (TYP) (COLOR: ARCTIC WHITE) (TRI)�\ VENT BY FYPON or EQ. (COLOR: BARKWOOD) ROOF SHINGLES 12 12 T(TYP) (TYP) TIMBERLINE GOORDIN. (COLOR: Br4RKWOOD) 5p Q5 RIDGE VENT (TYP) (TYP) GERTAINTEED COORDINATED - -- - - - FASCIA BO 4 TRIM (TYP) --- GERTAINTEED VINYL CARPENTRY 4 RESTORATION - MILLWORK TRIM (TYP.) --— - ALUM. GUTTERS 4 - -- - LEADERS (TYP) 1 -LLIJ ll- �_ll 1_ll_I LJ�I -I L11 I I l 1�U 11 GERTAINTEED VINYL - ALUM. GUTTERS 4 1�1 11 J1 LLLJI__1LLI- 11 LlLIL1L �_1L11_I1_ 111 CARPENTRY 4 RESTORATION LEADERS (TYP) it-It ][it 11 L1 _1_ L 11.1L-1L11-ll_ IJ L11_i 1.1111 l i MILLWORK TRIM (TYP) - _---- LJILli II I-1-L_11L__1.111 ILL_ ® 11 I_I It I I U 11 — I t 1 1-1LJ Ll 1-Ji ILL J 1__11 Il l�1ll111-_11- 11 11 11 I L I L L 0 0 0 -- --- GERTAINTEED VINYL 111 It 111111 IL11 .11 1L1111 1 W�I1-i UL1 1 [111111L 1-11 DEGORATII/E --- L11AL L11-1 L_L ]1�1_1LJ�L -Ili 1-11j 111 I.1L1LI L11_I1-11 CARPENTRY 4 RESTORATION ENTRY GOLUIMNS - - MILLWORK TRIM (TRI) J11L1L1111-1a 111LLUL-11J 1L_1L1L1L11111 1111 I1 1-11I1- BY FYPON olr EQ. 111 I I Illy I I_�, 1�J�U 1-_I1� _ .- 11-JL1LL-1Ll 1_ - - --- GERTAINTEED VINYL (TRIM CARPENTRY 4 RESTORATION L1L1L IL11-JL1 __ II-1�� 111-1��1_ 1-L1L;1_tLwL �1-1.T E ll�lll�_l1 I 1 Il_11 FIN. FLR. _ MILLWORK TRIM (TYP) FIN. FLR. -I lll_I1ll_1L_J1_Il_ll _IIJLII11J111JL11I11L�1-ll_I_LLI_I1111 I�-11J111 11�1 U-11-11 JJ11-�1-11-I111___iLIL1L — - - - - 11.1L11 11 I 01 II III _Il 1111.1111 JL1L1111-k 11_I 1 111-1.1.1 I i I I L1 ILLUI-J 1-1L 111L1L JLII_ll-11J 1 ll-1111- 11 GERTAINTEED RESTORATION ANDERSEN TILT-WASH DECORATIVE ENTRY .1ELD-WEN EXTERIOR CERTAINTEED CEDAR CLOPAY GARAGE CLA5510 DOUBLE 4" SELECT CEDAR DOUBLE HUNG WINDOWS COLUMNS 4 PILASTER DOOR w/SIDELIGHT or EQ. IMPRESSIONS DOUBLE 7" DOOR or EQ. (TYP) SIDING (COLOR: HERRINGBONE) (TYP) BY FYPON or EQ. (TYP) (TYP) STRAIGHT EDGE (Typ) PERFECTION SHINGLES (SAVANNAH WICKER) 03 — TYPICAL BUILDING NORTH SIDE END ELEVATION TYPICAL UNIT - EAST FRONT ELEVATION TYPICAL OF BUILDINGS No. 1 & No. 2 REFER TO PLOT PLAN scale. 1/4 - 10 i ( ) 1 Scale: 1/4" = 1'-0" TIMBERLINE LIFETIME ROOF 5HINGLE5 TIMBERLINE COORDINATED TIMBERLINE LIFETIME (COLOR: BARKWOOD) TIMBERLINE COORDINATED RIDGE VENT (TYP) ROOF SHINGLES (TYP) RIDGE VENT (TYPM - TIMBERLINE COORDINATED 5� a5 (COLOR: BARKWOOD) RIDGE VENT (TYP) (TYPM GERTAINTEED VINYL CARPENTRY $ __ ALUM. GUTTERS � ALUM. GUTTERS 4 RESTORATION MILLWORK LEADERS (TYP) LEADERS (TYP) TRIM (TYP.) ----- - CERTA I NTEED VINYL DEGORATIVE ----- - CARPENTRY 4 RESTORATION ENTRY COLUMNS --- MILLWORK TRIM (TYP) BY FYPON or EQ. cCERTAINTEED VINYL (TRP) (CARPENTRY 6 RESTORATION - iMILLWORK TRIM (TYP) -- ---- -- - --- FIN. FLR_ _—_---_-- -- -- _ FIN. FLR. GERTAINTEED RESTORATION J ANDERSEN TI LT-HA L ANDERSEN FRENGHWOOD CERTAINTEED RESTORATION CLASSIC DOUBLE 4" SELECT CEDAR DOUBLE HUNG WINDOWS GLIDING PATIO DOORS CLASSIC DOUBLE 4" 5ELECT CEDAR 51DINO (COLOR: HERRINGBONE) (TYf') (TYP) SIDING (GOLOR: HERRINGBONE) (TYP) (TYP) 4 TYPICAL BUILDING SOUTH SIDE END ELEVATION - 2 TYPICAL UNIT - WEST REAR ELEVATION TYPICAL OF BUILDINGS No. 1 & No. 2 (REFER TO PLOT PLAN) scale. 1/4 1 o MAY 15 2026 PROPERTY ONNER/APPLIGANT: SOUTHOLE)JO N' KOEHLER FAMILY LTD. PARTNERSHIP PLANNING BOARD . I08 ALLEN BLVD. FARMINODALE, NEW YORK 11735 5.G.T.M.#: 1000-102-5—Q.2 ISSUED FOR REVISIONS THESE PLANS ARE AN INSTRllMENT of PROPOSED MULTIPLE UNIT HOUSING FOR: TYPICAL DWELL I N6 UNIT FRONT REAR b,. 5ERVICE AND ARE THE PROPERTY ,, �, ;. °, DATE: 10-8-25 , " ` ,- ELEVATIONS, TYPICAL BU I LD I NC END UNIT CONSULTANTSof TFE ARCHITECT,INFRIN6ET1EfIT5 �"No. DINE REMARKS No. DATE REMARKS KH BEPR0�TED. ,��� <<�� �s: �a� � KOEHLER FAMILY LIMITED SIDE ELEVATIONS A C Fi I T E C T U R E PLANNING I 8-18-25 PROGRESS SET FOR REVIEW coNTRACTOR SHALLVERIFY ALL c� r xA> SCALE. AS NOTED FIELD CONDITIONS AND DIMENSIONS PARTNERSHIP DRAHIN6 NO. 2 5426 BLDG. DEPT. SUBMITTAL FOR DENIAL AND AND BE RE5PON51BLE FOR FIELD + '� / 208 ROUTE IOC[, 51JITE 208 R., FAMINODALE, NEW YORK 117 - - 35 FIT QUALITY of WORK =L w;;,,. LOCATED AT: DRAWN: B.J.A. 631-3C[3-6805 FAX: 631-3G3-6808 NO MAR TEL.: 3 5-14-26 PLANNING. DEPT. SUBMITTAL IN BEHALF OF THE CONTRACTOR 645 NORTH STREET �.:«�� �� �'� ,� ��=�;�� o E-MAIL: 6000N5ULTANT5PG®6MAIL.GOM FOR ANYERROR5,OMISSIONS, `- fo! � CUTCHOGUE, NEW YORK, 11935 NOR NEGLECT ON HIS PART. - JOB NO: 2256 f