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Sachs - 8255 Bridge Ln
David Mammina,Chairperson out UnipU�5�9 e/Y Anne Surchin,Vice Chair Tun ds 054375 Main Road,NYS Route 25 Allan Wexler n Tund PO Box 1179 SOUTHOLO NY 11971 Lr$IIy01iK • Southold Marina de Conciliis , f;:J Jeri Woodhouse N , rm�ed Telephone:(631)765-1809 Daryl Ketcham o9 �y Email: kimf@southoldtownny.gov Ahmad Sardar-Afkhami Kim E.Fuentes,Coordinator RESERVATION Town of Southold Historic Preservation Commission Certificate of Appropriateness May 22, 2025 RESOLUTION #05.22.2025.1 and Amendment to #05.23.2024.2 RE: 8255 Bridge Lane, Cutchogue,NY. SCTM# 1000-84-1-4.6 Owner: Richard B. Sachs,ASIP HOUSE RESOLUTION: WHEREAS, 8255 Bridge Lane, Cutchogue,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170-6 of the Town Law(Landmarks Preservation Code)of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal on May 13, 2025, for an approval to install a privacy fence surrounding a new HVAC Condensers and an Emergency Generator located in the side yard; and WHEREAS, the applicant also requested an Amendment of Certificate of Appropriateness #05.23.2024.2 to redesign a pool house/cabana and an in-ground swimming pool, both located in the rear yard, and surrounded by a code conforming fence previously approved by the Commission on May 23, 2024; and WHEREAS, the applicant's representative, Daniel Butler, Registered Architect, appeared before the Commission at a Work Session on May 22, 2025 to describe the proposed privacy fence surrounding the HVAC Condensers and Emergency Generator and the proposed changes to the pool house/cabana and the in-ground swimming pool; and WHEREAS,the Commission recommends that the height of the privacy fence be four feet in height; and WHEREAS,the proposed improvements are depicted in the Site Plan and Architectural Plans, Sheets A- 0.0, A-2.5, A-2.6, last revised May 14, 2025, and A-0.3, dated May 15, 2025,,all prepared. by Daniel Butler, Registered Architect; and Certificate of Appropriateness,Res.#05.22.2025.1 HPC, Sachs,ASIP House, 8255 Bridge Lane,SCTM No. 1000-84-1-4.6 Page 2 WHEREAS, the Commission has determined that pursuant to Chapter 170-4(E)(2) of the Southold Town Code, the Commission has the authority to determine that some proposal's do not rise to the level of requiring a public hearing, as the proposal is de minimis in nature; and WHEREAS, the Commission has determined that the subject application for the Certificate of Appropriateness is de minimis in nature and therefore does not require a Public Hearing; and WHEREAS,the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS,the Commissioners may conduct a site inspection of subject premises once improvements are completed; and NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the privacy fence surrounding a new HVAC Condensers and an Emergency Generator, located in the side yard; and the Amendment of Certificate of Appropriateness #05.23.2024.2 to redesign a pool house/cabana and an in-ground swimming pool, both located in the rear yard,and surrounded by a fence,previously approved by the Commission on May 23, 2024, meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Mammina Motion seconded by: Commissioner de Conciliis VOTES: AYES: Commissioners Mammina, Wexler, Woodhouse, de Conciliis, and Ketcham, Sardar- Afkharni (6-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further review from the commission. Signed: -~ \` Dated May 28,2025 Kim E. Fuentes Coordinator for the Historic Preservation Commission Ll AREA CALCULATIONS: WINDOW FALL PROTECTION: POOL HOUSE DOOR SCHEDULE POOL HOUSE 350 SF PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. EGRESS ° o DOOR COVERED PORCH 150 SF WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, 20" WIDTH, AND aJILL 5.1 SQ.FT• i z NO, LEVEL DOOR TYPE WIDTH HEIGHT THICKNESS REMARKS a OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 0- w F OI IST FLOOR (FIN.) CUSTOM 2-6 1-O 1 3/4 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET, o a 02 IST FLOOR (FIN.) D 6'-O" 1'-O" PER MANUF, a 03 IST FLOOR (FIN.) El 2'-6" 1'-O" 1 3/4" SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS o w Q aw HOU SE ' WINDOW W't I z POOL. HOUSE INDOW SCHEDULE SEE SHEET A-4.0 FOR WINDOW AND DOOR SPECIFICATIONS. WIDTH HEIGHT HEAD Of o NO, LEVEL WINDOW TYPE (F,S,) (F,S,) HEIGHT MODEL " REMARKS s 01 IST FLOOR (FIN.) DOUBLE HUNG 48-1/4" 64-1/8" 1' - O" 4121 = a 02 IST FLOOR (FIN.) DOUBLE HUNG 48-1/4" 64-1/8" 1' - O" 4121 0 03 IST FLOOR (FIN.) DOUBLE HUNG 56-1/8" 64-1/8" 1' - oil 4S21 0 "' 04 IST FLOOR (FIN.) DOUBLE HUNG 25-5/8" 44-1/0" 1' - oil I811 w 05 IST FLOOR (FIN,) FIXED 60" 48" 1' - O" CUSTOM w $ a J 06 IST FLOOR (FIN.) FIXED 24" 24" 15' - O" I018 z o a o 0 � 01 IST FLOOR (FIN.) FIXED 2411 2411 15' - O" Iola N z MAX. HEIGHT = 22'-0" MAX. HEIGHT = 22'-0" u u '- J CONTINUOUS RIDGE VENTING u [JJ LJ L��-U U LI U -IL I IU-I�-�L�U IJ L Lu _ L, - _L- _ _ 1 LLJLIU1LJUCTJILJ -?LT L L L I TV I' J L _- ASPHALT SHINGLE ROOFING J,4 1- U Li Ll_ 11.Ll_' 1. Ll U_Ll L - -- V-- --L i L - --L _J J L J L L LLL�L IL 1L L L 12ii / ll U-ill U-;LN - -L -L L L 11 u uif II o, . - L L FASCIA: IX8 WITH CROWN I818 9 I �.I IT J IXE 11 ASPHALT SHINGLE ROOFING TO MATCH EXISTING 12 I , fl 5 OGEE GUTTER BLACK 11 9 5" OGEE GUTTER, 2" 1 lu u i. � IILIIL SLACK 411 N LJ' T.O. PLATE _ — - — - - - OIL - - - • cil B.O. HDR. a O a, GIRDER _ .. 0 1, _ ell - - - - - - T.O. DOOR/WINDOW '' r -I, - On CIA 6" CUSTOM WOOD ❑ u r TURNED 'HISTORIC' ell O COLUMN PROVIDE - p S -10 VERTICAL BOARD SIDING SIMPSON CONNECTIONS X AT TOP AND BOTTOM. - Cl ► - W U_ TYP, r 0 t X Z BRICK PORCH j FIN, FL. 4 - - 11 - - _ • • 4 • . LU 0 a `� b ° • • • ° a• GRADE - - 0 CIA ° • a • a GRAD !C� Q- dJ STEP TO GRADE �z I• I PARGED EXPOSED z I I r O O PER CODE I I CONCRETE FOUNDATION I I 0) P.C. FOUNDATION AND FOOTING - - - - - - -- - - - - - - - - - - - - - - - -i7 m r- - - - - - - - - - - - - - - - - - - - - - - - - - - -1� - -L - - - - - - - - - - - - - - - - - - - - - - - u L- - - - - - - - - - - - - - - - - - - - - - - - - - - -1 1-- �j POOL HOUSE - SIDE (RIGHT) ELEVATION FOOL HOUSE - REAR ELEVATION 11411 - 1'-011 ARCHITECT: 41 x •"' , - - — - — - - - - - - - - - MAX. HEIGHT - 22-O MAX, HEIGHT = 22-0 � � � I� � � — — — — — — — — — — — — — D 2025 DANIEL A. BUTLER, R.A. P�IAY 1 S CONTINUOUS RIDGE VENTING TOWN OF SOUTHOLD LL�J 1 ll L HISTORIC PRESERVATION COMMIS��ONLI; Q �1J IJ L L L1 LJ _ �� LL: Li U _ U U L L, - 1211 O Q - 1 12" _l L LJJ L 9" Vl O -L1 J �.1 ASPHALT Z SHINGLE ROOFING „ J �+ y- L 4 _4 I I O FASCIA: IXS WITH CROWN I I �II }- � L �u L51 L'ruTI 4u - u _ _ TO MATCH EXISTING IXE 111 uu�J u u u u ! u� 1 51 t u u - w O W O O 12 1 U O Z z O ASPHALT SHINGLE ROOFING / 12 Z Z ' (L/ 12�1 11 .4 Uj z O O J J L1 LI U LI- U-I11_'Li Ll_ U L L - _Li L `� a J�u L u - 4" T.O. PLATE - - - — - — - - 6 ti 611 OJ ci�1 Q � ty't, IK IL N — — — — ` U-- LJ\ - UJ J�J LJ L J LJ L _ /�/ 1lJ-{ III Q �. S, N W w O N _ J 5" OGEE GUTTER, BLACK f B.O. HDR. / - N w Q lU LLl O O tl� m GIRDER (� JU I— Z O )I N T.O. DOOR/WINDOW - Q, — — — — — , — — — — — — — — — — - 9ell O O l OII w s' LL 6" CUSTOM WOOD TURNED 'HISTORIC' ,'/ \ ' w O Q- %5 O U N COLUMN PROVIDE SIMPSON CONNECTIONS �'-0" 1'-011 - U I_ j AT TOP AND BOTTOM. TYP. ' W \ 10 H e O 8"-10" VERTICAL r - BOARD SIDING � O ' O O N FIN. FL. N W a °, • a a — - GRADE— - - O11 - — - — - — - — - — - GRADE GRADE N ° a Q BRICK PATIO I z Z I I STEP TO GRADE I P.C. FOUNATION PER CODE i PAGE: - - - - - - - - - - - - - - - - - - -� AND FOOTING m - - - - - - >� - - - - - - - - - - - - - - - - - - - - - - - - - - � a POOL HOUSE — SIDS (LEFT) ELEVATIONPOOL HOUSE — RON�' LVATI01�1 Historic Preservation commi io M 2 I/411 _ I1 -0 11 , A�2 ,05 7 Resolution #: 5 11411 = 11-011 Dated: o N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AREA CALCULATIONS: POOL HOUSE 350 SF COVERED PORCH 150 SF MAX, HEIGHT SEE SWEET A-4,0 FOR WINDOW AND DOOR SPECIFICATIONS, TYPICAL ROOF CONSTRUCTON: 2x12 RIDGE - 2x RAFTER PER PLANS 2x10 R,R, A 16" O.C„ TYPICAL ROOF CONSTRUCTION: - 5/8" CDX PLYWOOD SHEATHING - 2x RAFTER PER PLANS (ZIP SYSTEM OPTION) u u L : u u u STRUCTURE IS SEASONAL - 5/8" CDX PLYWOOD BWEATWING - WEATHER BARRIER d UNINSULATED, 12° (ZIP SYSTEM OPTION) - ICE AND WATER SWEILD TO CODE u u !L - u - - WEATHER BARRIER - ASWPWALT SHINGLE (BLACK 12 9" - ICE AND WATER SWEILD TO CODE APPROVED W,P,C,) Ij 2x8 16" O,C.,Q 9 ` a - ASHPWALT SWINGLE (BLACK R R QC APPROVED W.P.C,) ATTIC 2x6 C.J. 10 16" O,C, LO ATTIC 5" OGEE GUTTER ATTIC W/ WAINSCOTTING CLG, tu ACCESS 2xIO C,J, 0 16" O.C. 12 5" OGEE GUTTER O N 2x10 C,J. Q 16" O,C, T.O. PLATE TYPICAL WALL CON5TRUCTON: TO CODE 4„ - - - 2X6 WOOD STUD _ T.O. PLAT 11 J 1/2" GWB ON WALLS 10' - 0° - 1/2" PLYWOOD SHEATHING U2" GWB ON WALLS AND 10 - O o O 2x8 C,J, m 16" O,C, i --- AND CELING i - WEATWER BARRIER CEILING SPACKLE AND PAINT B.O. HDR, / p SPACKLE AND PAINT - RAIN SCREEN (BLACK) _ GIRDER a 4" P.C, SLAB ON GRADE T.O. DOOR/WINDOW' - I" x 8"410" VERTICAL BOARD SIDING, ' g J (3500 PSI MIN.) (2) 2AO WDR. - 0 LEFT TO WEATHER. t,O, DOOR/ W/ 6"X6" 10/10 W.W.M. ON O TTOM FLUSH TYPICAL WALL CON5TRUCTON: O / GYM PORCH WINDOW oL 6 MIL VAPOR BARRIER ON - - 2X6 WOOD STUD 2 RIGID INSULATION BOARD O - 1/2" PLYWOOD SWEATHING ,' O (2' WORIZONTAL AND GYM - WEATWER BARRIER 4" P,C, SLAB ON GRADE - BRICK PATIO VERTICAL TO FOOTING) - RAIN SCREEN (BLACK) (3500 PSI MIN.) - 4" MIN. COMPACTED POUROUS - I" x 8"410" VERTICAL BOARD SIDING. W/ 6"X6" 10/10 W.W.M. ON ` --' STEP TO GRADE FILL LEFT TO WEATHER, 6 MIL VAPOR BARRIER ON \ PER CODE FIN, FL, 2" RIGID INSULATION BOARD N FIN. FL, - - pl, l21 WORIZONTAL AND VERTICAL TO - - - - N I- — _ FOOTING) _ °�� J Z _ T 4" MIN. COMPACTED POUROUS FILL I - _ COMPACTED FILL I — � tl _ 'I _ = COMPACTED FILL = 8" P,C, WALL ON 8"x16" I 8 P.C. WALL ON �p P.C. FOOTING - = 8" P.C. WALL ON _ I 8"x16" P.C. FOOTING m I ° a I TO -3'-0" BELOW GRADE 8 xA6 P.G. FOOTING -OR SUITABLE SOIL, — I I TO -3'-0" BELOW GRADE OR SUITABLE SOIL. �00L HOUSE SECTION 1 POOL HOUSE SECTION 2 A-I Q 1/4" = 1'-0" 1/4" = 1'-0" w , N ' r � 94 xz >� 5 M� �Q f Q A-2.6 U 0 w O Z Q0 ui A-2.6 PROVIDE TIE DOWNS AT EACH CORNER L" z Q 0 O 6 SIMPSON WDU 5 (TYPICAL) SEE DETAIL 5 (y Q SWEETS 5/8" ANCHOR BOLT, PROVIDE 4 1/2" A-2.6 w z z lu 9" 13 3" MIN WOOD MEMBER TO ATTACH TO OBTAIN d d O 1010 LBS RESISTANCE PROVIDE 5/8 ANCHOR BOLTS 32 O,C, MAX, 20 - O 1�U WINDOW "Ol � �1 ABOVE: WITHIN I' OF EACH SPLICE IN SILL PLATE ti MODEL 1018 : SEE DETAIL SWEET FOR INSTALLATION r----------------- --------------- ------------- - -� 3 I — — — — — — — — — — — — — — — — — ARCHITECT: � U � coo -� � J - - I UTILITY UTILITY o I t*1 — — — — — — — — — — — — — — — — CLOSET CLOSET a - - - - - I ;c:/ ter. fi _ �p t0 APPROVED I I a`� r� �CC J ' I _ _ � - I I SANITARY SYSTEM,t 2x8 C,J. �- --� �� - I ATTIC �/ 16" O,C, `n MAINTAIN 10' � � � I ACCESS I ��� ( 03 1/2 BATH I _j _ �� - 02 I I CLEARANCE TO TO CODE , 8-O CLG. Ht, I SANITARY PER CODE o� - (STONE FLOORING) I c c- 8 P.G. WALL ON 8 x16 � I 4�� �, ,C, SLAB ON GRADE (3500 PSI MIN,) I I P,C, FOOTING DANIEL A. BUTLER, R,A, 10'-O" �LG, Ht, I 8'-O" CLG, Wt, I - - I ' CNI 12" - (STONE LOOKING) I( I W/ 6 X6 10/10 W.W.M. ON I I TO -3-0 BELOW GRADE J -- -- _ I I 6 MIL VAPOR BARRIER ON OR RATEABLE SOIL. -- - t - - _ r I II 2x8 G,J, m I �4 I -! W Z _ - I 2x10 C.J,I6 16" O,C, - I I 2" RIGID INSULATION BOARD = f- �c �Q , i 16 O,C, HORIZONTAL AND VERTICAL TO FOOTING) I a I Q �-�� i( -� � �4 „ _ 4 4 I I 4 MIN, COMPACTED POUROUS FILL I - I t11 Q _- _ - C- r - A-2.6 �J -� - -- - _ - A-2.6 I I i I p � ,C- �' �- � - A-2.6 �- I Z L� �- ��� _ O1 w I u.. O _ I I Q� �_j z Q I - I coo ~ I- -- I O F O I I I NOTE: -- t Q 'I x O _ C'A- - - - �c �c c � - °o Q, N I 18' - 8" 8�� REBAR FOR POOL z �4 j -I - _ Q I( � I HOUSE AS (2) 04 IN tj LL )- to FOOTING AND (I) 4 uJ � Q O �Q 42" o REBAR WITHIN F a V l� Q } L - - - - - - - - - - - - TOP OF FOUND O _ 02 O I I FOUNDATION w Q Ab I - - - - - - - - - - - a tl AND (1) 04 NEAR MID _ V Q- - �' .: ` _ • WEIGHT OF 1- �-- -_ _ 5 OGEE GUTTER c� cp I.1!J._ L_J _I U J LJ J J U - - 2x8 RJR, I � �.� �� ?� ` '` - _ Ll Ll_J LJ LJ U LI LJ U L-� �,1 ��, 11 \cj` tN bi�1d6 $Ql� ��. 2x8 R.R. 16" O,C, I I I WALL, V O FOUNDATION - -_- 1 1L Lill 1�11J L J11L11 L �� II L!I II �� LI �L1 6 / 12 ,- 16 O.C, ,_ - \ \� v't� 6" / 12" -LA W-1 J1-�LLLII�' \` .�� ���<� 11b f \, �� N - l U 1 U Q O -'� - - I ( DROP WALL FOR SLAB I I w to ll 1TLJLJ.J 1 1LL.i J11 L 1��Jfidi - _ �p I r 5� \ ` O°^ O ill L _ J �iL_ I� I L� J _� J I�U� 11 � 1 x I ,. �,� •, �. � X 8" P,C, WALL ON 8"xl6" }- Z V \QLI I L. '_ :I LJ �:_ r� y \ - I I I P.C. FOOTING d --� O cv cf_� J_J Id I_I_l.l L_L_',IJ_ _lJ LJ.--- ULl Lll�L LILJL L1 J -- - ``� gR�� is o v - -! L 11LL_LI LL llUL11.UULLI �l r i` .y � `� � � ` �A I Y�Y r `Q I TO -3'-0" BELOW GRADE } J �c' ti\1 �LLLli_LJ_11.JL 1 1 ll lll= \• ��. ` „< �\ `� � - - I COMPACTED FILL QC LU lL cl O \ - . it Ll _1 II LI LlL I L L' ,I L Ll :I L „ J _! I: 1 L. -lJ !J II LI 1L IJ 1,1 L II IN `� �,"'��` ` /4. 4 7 I OR SUITABLE SOIL. cv -_� L1-:I.1J -'UJI_UJ J LLJ!L1J_JLJl JLJIJLILHUL.L..11_lLUULJLJULI� I ��'1 =��� M j \: I I Q h1 !Il I > X \ ��7 `Loin\• U__1LJ_.�llU-d -I1 LIJ1liJULll�L UL_:_JUL__UJ-._ULLL 1 ! I II i L - - 11J LLll L_lL.11l JLLIUL� J 1 J1_I-L,-j 'U_L1U-UJ1 -� = I - " - - - - - - - - - - - - - - - - V U_ J J L J , LI LI LI 11 (. J L L L L1 I L U IJ IJ J J Ll U IJ I1 J Ll U J L I I� 11 II 6 CUSTOM WOOD TURNED WOOD COLUMNS ABOVE O II L L .I L L� :J l_' L1 1 L LJ.1: J II I. J 11 I LI 11 Il IJ Ll II LI J II LI '111 11 u_II _Ll L Jl L L IL.L L1 IL' �„ ? I ' III �� 'HISTORIC' COLUMN t0 - - - - - - - - - - - - - - - - - u " " II 'I --u MATCH THE MAIN HOUSE, f� ltll 12 6 6 - 6 6 PROVIDE SIMPSON 811 18' - all STEP TO GRADE CONNECTIONS AT TOP PER CODE 12'1 to' - 9" 81 - 4" 4' - II" 1211 AND BOTTOM, TYP. m w U1 Q F AGE: OL HOUSE ROOF PLAN �-'00L HOUSE FLOOR PLAN i=OOL HOUSE FOUNDATION PLAN 3 " - ' " 2 " - , 1/411 I'-O" Historic Preservation Commission I/4 - 1 -O I/4 - I -O = � a N Resolution #: A�2 ,06 Dated: �� �Z �'� N O N U) LO THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. www.dignetnycli.com a d Of NSW YOr1Y CIS' °r EXIST, CP TO BE ZONING � ►- www.call8ll.com PROPOSED EMERGENCY GENERATOR ON CONC. SLAB, ° o &L%IMP (for other states) ABANDONED PER a a yq SCDHS REDS, z PROPOSED 1,000 GALLON IN BULK SCHEDULE FOR RESIDENTIAL DISTRICTS a a 800-272-4480 81 'Q / GROUND PROPANE TANK FOR DISTRICT A-C z O x 62,1 EMERGENCY GENERATOR o By law,excavators and contractors working in For safety reasons, homeowners are strongly e'P�Q a the five boroughs of New York City and Nassau encouraged to call as well when planning any / EXIST, MIN. REQUIREMENTS FOR 1-FAMILY DETACHED and Suffolk Counties on Long Island must type of digging on their property. Homeowners / EXIST, O.H. SERVICE BE ABANDONED. DWELLINGS 4ilr w contact DigNet, 1-800-272-4480 or 811,at least can contact us directly at 1-800-272-4480 or by 0 WELL ,p z / MOVE TO NEW LNDERGROUND SERVICE -4 48 hours but no more than 10 working days calling 811,the national call before you dig 0 % d � � LOT SIZE (SQUARE FEET) 80,000 %> � Q (excluding weekends and legal holidays)prior to number. For excavation work completed on ti 4 /� '� X s �: 6 W beginning any mechanized digging or excavation personal property, it is the contractor's ' / �P ��Ci�yti /SO, '�� �'��, PROPOSED 6 BEDROOM LOT WIDTH (FEET) 115 ° uz, work to ensure underground lines are marked. responsibility--NOT the homeowner's--to contact / A 0 V ' p�� / � SANITARY SYSTEM wExcavators and contractors can also submit DigNet. Having utility lines marked prior to O kQ p�ti p LOT DEPTH (FEET) 250 locate requests online,through ITIC. If you do digging is free of charge. Q l �� �G CP , a o not currently use ITIC, please call �� �; Q� Q� f�i NOTE: FOR SANITARY AND STORM DRAINAGE FRONT YARD (FEET) 60 SITE o Q 1-800-524-7603 for more information. / yti �� 4' TALL PRIVACY ` , LOCATION >_ DESIGN SEE SHEET SP142 OF THE APPROVED PRIMARY FRONT YARD (FEET) 60 a d �f FENCE GATE TO S.C.D,H,S SITE PLAN. S,C.D.H.S. REFERENCE © z CODE, SEE SHT, � E' NO,: R-24-OS43, DATED 11/6/2024. SECONDARY FRONT YARD (FEET) 40 ° Q BY: McDONALD GEOSCIENCE PROPOSED CONTROL PANEL AND BLOWER: A-0.3 FOR DETAIL 5 ' / SIDE YARD (FEET) 20 N o DATED: 3/4/2024 SEE 'CONTROL PANEL REQUIREMENTS NOTES, / ' �' E �" `�0 BOTH SIDE YARDS (FEET) 45 o THIS DWG, FOR MOUNTING DESIGN AND EXI EXIST, 2 STORY FRAME DWELLING a a EL. 62.5 GRADE 0,0' REQUIREMENTS CP ��� / 0 REAR YARD (FEET) 15 � ,g , TO BE DEMOLISHED z C, °o n SEE PROPOSED H FRAME DETAIL, ON DWG SP2 0 - o EL, 61,5' DARK BROWN LOAM OL �L�'< LIVABLE FLOOR AREA (SQUARE FEET PER DWELLING UNIT) 050 �, o a o 0 OF THE APPROVED HEALTH DEPARTMENT SET, V BELOW GRADE $ n)s'DIA, PROPOSED AC CONDENSING UNITS 6'E.D.5D i // _ y\Lp \ A MAX, PERMITTED DIMENSIONS 4 ON CONC. SLAB, ' ` 0 EL, 58.5' / / �P oA // �� `, , < NO WELL 4 SANITARY LOT COVERAGE (PERCENT) 20 R SYSTEMS WITHIN 150 FT, s,b BROWN SILT ML EXIST. FIR "3 / <, AREA WAY BUILDING HEIGHT (FEET) 35/25 �``bA \ /�`\ \\ / \ p NO SURFACE ACE 4' BELOW GRADE �0 1y TO BE DEMOLISHED /� i \\ ?'oy� \ \ \ WATERS WITHIN 300 FT. NUMBER OF STORIES 2-I/2 _k '��� EXIST. FIR SHED M2 TO -� \ 4, 0y /$ ��� � �C� �i� �I x GJ (u e'DIA,x NOTES: O G A T l O N MAP G� y �'\ BE DEMOLISHED \ d �\ ' \ \ / 6' E.D.SD 1. SEE TEXT OF CHAPTER AND DENSITY AND MIN. LOT SIZE SCHEDULES FOR 2 �0 �Q �P,�� \��� N� 44.7 o� \ �� N.T.S. BROWN FINE SAND SP \� Q�,�4' p\-' ' / o _rTa1�2\AYxE \ e�� `y \ APPLICABLE DISTRICTS, (� n)8'DIA o� \ �Q \ \ 4, SEE LIMITS TO GROSS FLOOR AREA (GFA) IN 200-4, EL 45 5' 11' BELOW GRADE ,�Q' 0� `gyp �/ / 6' E.D. SD fi� �ti� \ X TE T 5, BUILDING HEIGHT FOR ALL DISTRICTS: 35 FEET TO PEAK OF SLOPING Go v� pv\ \ HOLE 2,9 ROOFS, 25 FEET FOR FLAT OR MANSARD ROOFS, SEE DEFINITIONS, NO GROUNDWATER ENCOUNTERED 6 EL. 45,5 PROPOSED NEW SEPTIC SYSTEM \ ti �P `� 62.5 6 G�, ROOFS MUST BE WITHIN THE SKY PLANE, SEE DEFINITIONS, SITE DATA: HIGHEST EXPECTED GROUND WATER -0 EL, 11,26' PE FOR-POOL, HOUSE: o° G �� SITUATE AT: WELL MONITOR STATION 653324.1 1-1000 GAL SEPTIC TANK/ / Tlq� \ 8255 BRIDGE LANE F� f. C={�,�yEL a)s'DIA.x , / W a'E.D.5D / I-8 DIA, X 12 E.D. LEA�ING r � � ��� v� D;?IyE ' � � CUTCHOGUE, NY 11935 O POOL / o `� \ �� Y , - (�� 9} 0 // COUNTY OF SUFFOLK ES I LE ,S 01 CE J��p/ �� Q QJp � TOWN OF SOUTHOLD IU / o, A �i O 1 SCTM *: 1000-084-OI-004,(0 N,T,S, / .o� 41b a'DIA. x IV � ? / 150 FROM EXIST, i00 a' E.D.SD ¢Q ¢ / ADJACENT WELL ZONING DISTRICT: A-C o EXISTING WELL TO .��p \ / m BE ABANDONED \ 0� � / BPPLIGANL!OOC�INER: \ 4 x8 GONG, SLAB FOR - , STEWART TITLE INSURANCE CO, W N E.D. f r \�, (1)4' DIA. x 4' \ , \� -� \ �� 5D � GARBAGE BIN \ \ m 0cy SITE DATA: all AREA OF SITE: 4.3100 ACRES eel m X / s40�- PRINCIPAL BUILDING OR STRUCTURE, MM. YARDS (FEET): E�..i X Z I REQUIRED: EXISTING PROPOSED: 0 I FRONT = fo0,0' 43,5' 63,5, MO 0 / 40 \ POOL FENCE EXIST, FRAME SHED 01 \ // x SIDE = 20,0' / 45,0' 80.1' 45,0' w ap / y / \ I 61.9 O TO CODE TO BE DEMOLISHED � REAR = 15,0' 381.5' <15,0' U1 tlJ PROPOSED 11.5 \ \ // \ I HEIGHT= 35' / 2 STORY 2 STORY 2 STORY (28'-0") O � 7 O COVERED PORCH \ / 1x 62 6 ?� ° ACCESSORY BUILDING OR STRUCTURE, MIN, YARDS (FEET): (j) / (SLAB ON GRADE) / m / (3)a'DIA.x 6'E.D.5D / / \ REQUIRED: EXISTING PROPOSED: - 0 \ SIDE = 25,0 52,5 65.2 R 150 II \ / \ 41111111 REAR = 25,0' 211,91 >25' -1 /> / � MAXIMUM ALLOWABLE HEIGHT FOR ACCESSORY STRUCTURE F01R A LOT 80,000 SY OR OVER IS 22' MAXIMUM HEIGHT / PROPOSED \ ry`1/ I / NEW WELL. / SURVEYED BY: ARCHITECT: 1 5 SMITH, JUNG 4 GILLIS / VV \\ PROFESSIONAL LAND SURVEYOR F.�C � A �=yT�\ / I �. e� / �h \ 120 MEDFORD AVENUE / `0 \ PATCHOGUE, NY IM2 631-415-31132 o WELL AUGUST Il, 2022 ° MAY ` �. 150 FROM EXIST. AREA CALCULATIONS:LATI0NS• � s 2a25 Tr 030a2 ADJACENT WELL • HISTORI TOWN OF SOUTF#OLD O ��� �,c9 6 0 LOT /�O� E Jfj G CPRESERVATIONCOM►VIISSION DANIIEELL A. BUTLER, R.A, EXISTING PROPOSED19�bl.udu tion Commi ion CD MAIN HOUSE sou o n 1a V�`40 / \ / \ FIRST FLOOR 1026 2929 a d / Q SECOND FLOOR 180 1462 � FLOOR AREA TOTAL 1806 5084 COVERED PORCH 210 630 REAR DECK / PORCH 199 168 O .� W CD GARAGE 616 V • !L W � 0 6) O O \ ` � UUOz Z O FRAME SHED 01 246 O Z Z iZ O B \ / / // �� ,�,`�Y�� FRAME SHED 02 320 1 U U 4 jL/ jL \ \ 0 � ��'� �'� FRAME SHED 03 IIS W 9O Q \ /S o, / �'/ 4,� ��p� POOL HOUSE 350 N w Q Ul Llj O 0 e'o Q POOL HOUSE PORCH 150 N -4 O u O e POOL Soo CL O TOTAL 2181 2586 5,703 Li \ �0 U GROSS FLOOR ,AREA CALCULATIONSca \ / ACRE SIZE 43,560 S.F, TOTAL LOT SIZE 4,3108 ACRES U Z 181,118.448 S,F, - 00,000 101,110, 448 S,F, 0 280-201 2,5�0 9 � � (F) UP To 2,5yo LOT AREA IN • 9 � �� , , . 1,10o s,F, x ExcE88 of CPAGE:9 \ \ 20000o SF PAGE: 000 S.F, � I 2,694,4612 S,F, 2,694,4612 S,F, N � � S 1 TE FLAN \ ALLOWABLE GFA 9,194.4612 S,F. ENTIRE LOT 1 III = 30'-0" \ / O �/►� ■ ■ --- ------- --`---- / O -ll/ Sc /� i♦��ii -_ -- -- \ t� / ,�\w SCOT O WORK: A� 0 ,00 CID • 9 15 to CID = 0 30 -- ---- 6o Ito �1 �,� • GRAPHIC SCALE P' = 30'-0" � / � v' �0 1, DEMOLITION OF EXISTING DILAPIDATED DWELLING AND ACCESSORY STRUCTURES � N 2, PROPOSED NEW DWELLING IN GROUND SWIMMING POOL AND DETACHED ACCESSORY, o 3, RELATED UTILITY WORK INCLUDING: NEW SANITARY SYSTEM, WATER, ELECTRIC AND GAS, LO LO THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. U M D w CO o � MAY 15z1125 w cq3X Hx TOWN OF SOUTHOLD Q HISTORIC PRESERVATION COMMISSION a i O m Wo HORIZONTAL W CEDAR w FENCE RAILS AND CAP w IX6 CEDAR W/ 1.5" SPACE N - �1 �q 1 2" &X6 CEDAR POST AN]EL A, BUTL , LIJ/ CAP S SELF-CLOSING, SELF Tq TE OF% o LATCHNG PEDESTRIAN v GATE TO CODE. o 12" POURED (a CONCRETE FENCE FOOTING TO FROST A z o 4 W w3: 4'-O"MIN. DEPTH (3'-0" MIN,) p z U o a wzo � O O � LU O FROIN ELEVATION SECTION A m o POOL CODE COMPLIANT Historic Preservation Commission a FENCE AND GATE Resolution #: Dated: (S,f )as o Q n PRIVACY FENCE DETAIL PAGE, I A - 0 . 3 Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 May 15, 2025 MAY 1 S 2025 TOWN OF SOUTHOLD Historic Preservation Commission HISTORIC PRESERVATION COMMISSION Town of Southold P.O. Box 1179 Southold,NY 11971 Re: Asip House - 8255 Bridge Lane, Cutchogue (1000-84-1-4.6) Dear Members of the Board, Attached,please find revised plans for the previously approved Certificate of Appropriateness (Resolution No. 05.23.2024.2 Amended). The client has a few changes that we would like to submit for your review and approval. The changes are as follows: 1. The pool house and pool have been moved further back from the road as per the Site Plan, the overall square footage has been increased from 340 s.f. to the maximum allowable 350 s.f., a half bathroom has been placed in the structure (SCDHS Permit pending), and the roof line and windows have changed. 2. Pool size has been changed from 20'x50' to 30'x25'. 3. Install new HVAC condensers and emergency generator as per the Site Plan 4. Install new privacy fence surrounding HVAC condensers and emergency generator as per attached details. I look forward to your questions and comments for this project. Should you have any questions, please do not hesitate to call. Sincerely, Daniel A. Butler,Architect HPC Q&A: 1. When was your'house first built? BUILT PRIOR TO APRIL 9, 1957. PRE-EXISTING CO ISSUED IN 1995 2. Do you know your building is within the Historic District? YES. 3. Are'you familiar with Chapter 170 of the Southold Town Code (Landmark Preservation) which applies to this application? YES. 4. How is the design for your project sympathetic to the surrounding neighborhood? THE PROPOSED PROJECT WILL USE MATERIALS AND DESIGN ELEMENTS TYPICAL OF THE CURRNT STYLE OF THE HOME. 5. How do your plans and elevations show adherence to the historic district mandates in Chapter 170? THE PROPOSED DESIGN WILL USE MATERIALS INDICATIVE OF THE TIME PERIOD OF THE HOUSE. 6. Have you supplied images of neighboring residences? YES. SEE PREVIOUS APPLICATION. 7. How does this renovation illustrate compatibility in terms of scale and massing with neighboring structures? SCALE AND MASSING IS APPROXIMATE TO PREVIOUSLY EXISTING ACCESSORY BUILDINGS. 8. What is the square footage of the-original building? THE SQUARE FOOTAGE OF THE EXISTING HOME WAS APPROXIMATELY 1,100 S.F. 9. What is the square footage of the renovated building? THE NEW POOL HOUSE WILL BE 350 S.F. 10. What is the height of the original building? THE HEIGHT OF THE DWELLING WAS 32'. 11. What is the height of the proposed alteration, addition or new building,? THE PROPOSED POOL HOUSE WILL BE APPROXIMATELY 19'. THE MAXIMUM ALLOWALABLE PER THE ZONING IS 22' 12. What are the materials you are using for windows/doors, foundation walls,trim and siding? THE MATERIALS USED WILL MATCH THE MATERIALS OF THE PREVIOUS APPROVAL. a 13. Do these materials match, "in kind",those of the original structure? i YES. Historic Preservation Commissic�,. .°age 2—Building Design and Materials —' our Un14v Anne Surchin,Vice Chair. 9 e,x Southold Town Hall Annex Allan Wexler y�gtwn Ile 54375 Main Road Jerilyn Woodhouse. a- cf �0 P.O. Box 1179 r 4:AFW'JGAK Marina de Conciliis . NUTHOLD Southold, NY 11971 David Mammina a; J. Daryl Ketchum , Pour d Tele: 631-765-1809 Kim Fuentes,Coordinator °A,c . www.southoldtownny.gov A F °� kimf@southoldtownny.gov R SERVATI°N SUBJECT PROPERTY ADDRESS: 02-5s &o6e_ LEI Ac CNI/'d okc SUBJECT PROPERTY TAX MAP NO.: 1000- 08y - (91_- OWNERS NAME: P,1CHAW 9. 5 MAILING ADDRESS: BOX 12 61 M4M/W d-C AM 1195Z PHONE: C (0) ( �2 E-MAIL:QSA a4 s L,T-hk RE6 do uk4ri N. tom OWNER'S REPRESENTATIVE: T)A/0 6t., A • � MAILING ADDRESS: 20(. L.WCDI„11) �1 ✓MM40 M4 NOW) PHONE: (01 E-MAIL: 1 L&AfArL�A9. CQYJ STATUS: LOCAL LANDMARK f/ IN LANDMARK DISTRICT NATIONAL HISTORIC REGISTER PROPERTY ZONING DISTRICT A C EXISTING USE�j}= 4UIJ PROPOSED USE ;5E PROPOSED WORD: REPAIR ADDITION RENOVATION NEW WINDOWS --NEW DOORS REPLACE SIDING REPLACE ROOFING NEW FENCE NEW SIGN APPROVALS REQUIRED: ZBA TOWN TRUSTEES PLANNING BOARD I understand and agree that no work on this request shall commence until written ov s been given by the Building Department if a Building Permit is required. If no permit is required,writte proval must a received from the Historic Preservation Commission. OWNER/REPRESENTATIVE'S SIGNATURE: Print Name: +� i/1e4/� HPC—Application, Building Design and Materials 6/25/2025 (Revision) 2 1 P a g e )C Historic Preservation Commissic r='r`age 3-Building Design and Materials ✓ Provide elevation drawings of all sides affected,with building heights noted. ✓ Indicate location of all finish materials on plans and elevations. ✓ All pages of architectural/engineered plans shall be numbered, signed by a licensed design professional and indicate the date prepared and/or last revised date prepared. PLEASE NOTE: IN KIND REPLACEMENT OF WINDOWS, SIDING AND ROOFING WILL NOT REQUIRE ELEVATION DRAWINGS, BUT WILL REQUIRE PHOTOGRAPHS-AND MATERIAL SPECS. CHECKLIST: Please Provide Building Design and Materials below. Samples, supporting materials may be requested: PLEASE COMPLETE BELOW THAT APPLY. Roof: Existing Form and Material: PO Proposed Form and Material: ` ' � .� Siding Existing Form and Material: i Proposed Form and Material: ] — e� � � P.}-t .C,, mnj Doors: Existing Form and Material: MC)N� Proposed Form and Material: uywao* �Z i Garage Doors/Basement Door: Existing Form and Material: Proposed Form and Material: Windows: Existing Form andMaterial: V-301- � Proposed: 1�-�� l ��t�li%a W l�i✓�p�,i-� �lz���� Manufacturer: kn_z w f:-. Exterior finish: p-� HPC-Application, Builchng Design and Materials 6/25/2025 (Revision) 3 P a g e Historic Preservation Comm issi(;._f=Page 4—Building Design and Materials - Windows (Continued) Style: at& 4G�,L Types of Sash: Lites: v Muntins: Trim & Ornamentation: Existing Proposed: Chimneys: Existing Form and Material: /z5 Proposed Form and Material: Porches-Decks: Existing Form and Material: 4PLAo)&4 4-;-r tk� KU-4-11-- UcAt59!, Proposed Form and Material: tk y 4 Fences Existing Form and Material: k)OF--3�- Proposed Form and Material: Canopies/Awnings: Existing Form and Material: Proposed Form and Material: Gutters/Downspouts: Existing Form and Material: li Proposed Form and Material: HPC—Application, Building Design and Materials 6/25/2025 (Revision) 4 P a g e Historic Preservation Commissi('-.'loge 5—Building Design and Materials --� Solar Panels—Please provide Enzineered Plans Proposed Form and Material: Foundation: Existing Form and Material: Proposed Form and Material: • FAILURE TO SUBMIT DRAWINGS AND REQUESTED MATERIAL WITH A COMPLETED APPLICATION WILL RESULT IN DELAY IN THE APPROVAL PROCESS. • IT IS STRONGLY SUGGESTED THAT THE APPLICANT REVIEW THE HPC HANDBOOK at http://www.southoldtownny.gov/DocumentCenterNiew/320/LPC-Handbook-Final-Draft?bidId= • ALL APPLICATIONS MUST HAVE A REPRESENTATIVE AT THE CONFERENCE AND PUBLIC HEARING TO BE REVIEWED. • A WORK SESSION TO REVIEW APPLICATIONS WILL BE SCHEDULED PRIOR TO A FORMAL PUBLIC HEARING. PUBLIC HEARINGS REQUIRE POSTING AND MAILINGS BY THE APPLICANT AS DESCRIBED IN CHAPTER 55 OF THE SOUTHOLD TOWN CODE. • SECTIONS OF LOCAL LAWS AUTHORIZING REVIEW BY THE HISTORIC PRESERVATION COMMISSION OF PROPOSED WORK ON DESIGNATED TOWN LANDMARK PROPERTIES CAN BE FOUND IN CHAPTER 170 OF THE SOUTHOLD TOWN CODE HPC—Application, Building Design and Materials 6/25/2025 (Revision) 5 1 P a g e Historic Preservation Commission: -:xIjge 6—Building Design and Materials AUTHORIZATION FOR REPRESENTATIVE I, residing at box I z�,1 (print property owner's name) CGC.. j do hereby authorize LoMACL / (Agent) L to apply on my behalf to the Historic Preservation mm' Owner's Signature: Date: - r--int Owner's-Nam.e- - - - - - - - - - - HPC—Application, Building Design and Materials 6/25/2025 (Revision) 6 P a g e FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE- TO: Richard B Sachs PO BOX 1261 2435 Laurel Way PO BOX 1261 Mattituck,NY, 11952 �o�NpJP�\oN E \GPP Please take notice that your applications dated April 3, 2025: For permits to: Relocate an HPC approved pool house/cabana and install a new HVAC condenser and generator at: Location of property: 8255 Bridge Lane, Cutcho u County Tax Map No. 1000 - Section 84 Block 1 Lot 4.6 Is returned herewith and disapproved on the following grounds: The proposed construction, on a conforming 187,778 sf. lot in the Residential R-40 District, is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. Authorize Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Historic Preservation Commission 4AAA6 D RMAy 20025 TOWN OF SOUT}iOLD HISTORIC PRESERVATION COMMISSION dl� its 1 ■ s ', tic pe r 4j : �•. ti ` t �► IN .0 ti Yam! �'`i4 �i •.f +.�J � � �_ - • T. ` Ate • - ,Y..^• h '� .. f Sww LEI _ s-. •.a r • . t t � , �� • •�,. A '*J .. .'W y f 441. "'`} .sue ��� `^ ,.e �� 5f� +3r.•,l►. ^�'' ,.,� - .�'+. s. ., v k n nD MAMAY 1 S 2025 _. WN OF 506TH- TO HISTORIC PRESERVATION COMMISSION i y a: t. �yXaeR w. fl � iet e a� a b "+h ,17 IS- y-- ,_.. � w. � .• �f5 ♦1�+�,'�� >,•.�1...•WR��?, Y\ p sky,�M1.y "e Y Tt , t � � ���� + �a; ��C'IJ'w •t '+ ::� � � �r •+• �, c �s .,. ,.e�+, w 1. 9�, �a� � r ;�!` �,� , � � :� .:,yam•.� �A . ate`.;' ` �.D' • • 3 r �r _ _ `oy 3 , e a 'Fp� ` • T i w��� f N v _� Mt `{.!1l�l ,�iis' <'A". • � � - 4 z" .i�" +r ".wx_ .� ... ' n I„f in¢s��o" s� ^ sDD,aEG. P°°PDbD �a _, nroAD°DD ZONING 8CO272-44801811 _O'/. �•a'Dbm�� °rT- FOpp ,\ OrDEPr«°�,� i rE en nmawn asnaco� Pcw.:eLn ccwma Pa.sL axD acvm aa i bEE'crnrtR0.PviEl vLmf�,+elro'NOES '°y, °�F 'ry .l 4 «IG DYG.rcp t1a1MWG DEb�GN nrID 6I EORabI LOSn0. �� «r0.�hD IF.4iuDkTnC�ON DwG� / °+fir/ /P,. �\ =T.OFn0.bm gyp` p C� PS ours ,,,M,. P�wwos'�ED.+.c w�°D�Giwns /� / �•�, i i y-;,�; - irn.s F- LOT B'eELOY GrrsLDE ro eE CBt4 ,/° �� `�/````�• , ♦\ 10 11 LOCATION MAP x��g eE OE„OL�O/ \'.•'� ��..°m _ of cwP,�.wD oasn.,wD ma LDr s�sv�uss wR � g O�- b` KOF OPaG w. GaF.r°aP�b TO roRDOb.bEoeob. SITE DATA: -,bSTNOLE•� ;vo��o°ElT,sawG l,• d Om �'"",,�`. c;_i�::°.n o �f 3s,(t� � .a sr�s,�e�w«ar«E 6 a.a.TE TO •b / o es amrmOHSD \ ao` ^ , °.a`_�.,.' m — ::., •.. e��-eO�xe.ar°ef _________ /,/�/ g /• c �D�/ `` \ > Q wcwaecnNGab,�r�.mrrae�s F xg° v-4 rOee Dseame�.O `\ \\ i u.s erss°Eia• sa u.eY sOOb�T cs o d i m / � \ ,srur »/,srora .srOa :srcm roo, F aom / /� mow�eoe, 1'�•-• `\ �• `��,.. Ny° ac�mavr emn��b,wcnsa;n�...vab n�a ti /' bO.0o0 s.r Da rn.ER is n nw..��G«r sns��s voa.LOT stc+s.me.�s�,«�roR .,�R. aO'F- AREA CALCULATIONS: a° LOT COVERAGE / ; of �o JK C W 13 POOL«ms � •\ �\ / F? � de 9'� wDL cane rt'xz71 � �attwo�g S — ms, — s.m •• oa,aaFy _ a z mG ��GROSS FLOOR AREA CALCULATIONS S /' xOpm ef. VOO E Ess a N PA SITE PLAN jv S9 `\`\ GE ® \ /' yP �, SCOPE OF WORK• V A-O°O 00 KOHLER. Model: KG100R Multi-Fuel LPG/Natural Gas aim I �09001 Standard Features 4)KOHLEIL • Kohler Co. provides one-source responsibility for the NATIONALLY REGISTERED generating system and accessories. • The generator set and its components are prototype-tested, factory-built, and production-tested. - ''I • The 60 Hz generator set meets NFPA 110, Level 2,when ♦ j , equipped with the necessary accessories and installed per r KOHLER. NFPA standards. I • The generator set accepts rated load in one step. # „ e A standard 5 year/2000-hour basic warranty covers all r;,,,, , "' a,o systems and components. �'� • Quick-ship (QS) models with selected features are available. See your Kohler dealer for details. • Kohler®APM402 controller. See controller features on page 3. • The electronic, isochronous governor incorporates an integrated drive-by-wire throttle body actuator delivering precise frequency regulation. The Kohlere Advantage • Engine Features: • High Quality Power o Powerful and reliable Kohler 6.2 L Turbo charged Kohler generators provide advanced voltage and frequency liquid-cooled engine regulation along with ultra-low levels of harmonic distprtion for o Electronic engine management system excellent generator power quality to protect your valuable electronics. o Simple field conversion between natural gas and LP vapor • Fast Response fuels while maintaining emission certification Kohler's Fast-Response°X excitation system delivers excellent • Approved for stationary standby applications in locations voltage response and short-circuit capability Using a are-earth served by a reliable utility source. permanent magnet(PM)-excited alternator. • Certifications: • Extraordinary Reliability o The 60 Hz generator set engine is certified by the Kohler is known for extraordinary reliability and perforfnance and Environmental Protection Agency(EPA)to conform to the backs that up with a 5-year/2000-hour`asic warrant Ily. New Source Performance Standard (NSPS)for stationary • Quiet Operation spark-ignited emissions. Kohler home generators provide quiet,neighborhood friendly o cUL/UL 2200 listed and CSA certified. performance. o Accepted by the Massachusetts Board of Registration of Plumbers and Gas Fitters. Generator Set Ratings Naturai Gas LP Gas Line Circuit Standbyl Rating Standby Rating Breaker Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps Amps 4R9X 347/600 3 60 100/125 121 100/125 121 125 208 6 100/125 4 0 D 127/220* 3 60 100/125 329 100/125 329 - 29 120/240 3 60 100/125 301 100/125 301 3 �2 4R12X 120/240* 1 60 91/91 380 91/91 380 \v 139/240* 3 60 100/125 301 100/125 301 220/380* 3 60 100/125 190 100/125 190 277/480 3 60 100/125 151 100/125 151 0 �.�;Qi a 0 SOON 4 0 0 4 0 00 4 7 F Soho pMM�S *Voltage configuration not available from the factory. Fie] adjustable by an authorized service technicia(1. **Units with rated amps over 400 include a field adjustable trip setting. RATINGS: All three-phase units are rated at 0.8 power factor. Al single-phase units are rated at 1.0 power factor. Standby Ratings: The standby!rmgq is icable to varying loads for the duration of a power outage.There is no overload capability for this rating. Ratings are in accordance with ISO-8528-1 and ISO-3046-1. For limited running time anckc nuous ratings,consult the factory. Obtain technical information bulletin(rIB-101)for ratings guidelines,complete ratings definitions,land site condition derates. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. For dual fuel engines,u e the natural gas ratings for both the primary and secondary fuels. G4-288 (KG100R) 4/23d ,alternator Specifications - Specifications Alternator © The unique Fast-Response°X excitation system delivers Manufacturer Kohler excellent voltage response and short-circuit capability using Type 4-Pole, Rotating-Field a rare-earth, permanent magnet(PM)-excited alternator. Exciter type Brushless,Rare-Earth • Brushless, rotating-field alternator. Permanent Magnet Leads:quantity,type ® � ,, SI standards compliance for 4RX 12, Reconnectable t, rise r� #or.starting. 4TX 4,120/240 • Sustained short-circuit current of up to 300%of the rated Voltage regulator Solid State,Volts/Hz current for up to 10 seconds. Insulation: NEMA MG1 Material Class H • Sustained short-circuit current enabling downstream circuit Temperature rise 130°C,Standby breakers to trip without collapsing the alternator field. Bearing:quantity,type 1,Sealed a Self-ventilated and dripproof construction. Coupling Flexible Disc Amortisseur windings Full • Superior voltage waveform from-a-two-thirds pitch stator and Voltage regulation,no-load to full-load ±0.5% skewed rotor. One-step load acceptance 100%of Rating • Windings are vacuum-impregnated with epoxy varnish for Unbalanced load capability 100%of Rated Standby dependability and long life. Current • Total harmonic distortion (THD)from no load to full load with Peak motor starting kVA: (35%dip for voltages below) a linear load is Less than 3.2%. 480 V 4R9X (12 lead) 385(60 Hz) 480 V 4R12X (12 lead) 448(60 Hz) 240 V 4T13X (4 lead) 440(60 Hz) Application Data Engine Engine Electrical Engine Specifications 60 Hz Engine Electrical System 60 Hz Manufacturer Kohler Ignition system Coil Pack Engine:model,type KG6208THD 6.2 L Battery charging alternator: Turbocharged,Aftercooled Ground(negative/positive) Negative Cylinder arrangement V-8 Volts(DC) 12. Displacement,L(cu.in.) 6.2(378) Ampere rating 130 Bore and stroke,mm(in.) 101.6 x 95.25(4.00 x 3.75) Starter motor rated voltage(DC) 12 Compression ratio 9.8:1 Battery,recommended cold cranking Rated rpm 1800 amps(CCA): Max.power at rated rpm,kW(HP) NG 152(204) Qty.,rating for-180C(0°F) One,650 LP 131 (175) Battery voltage(DC) 12 Cylinder head material Cast Aluminum Fuel Piston type and material Cast Aluminum Crankshaft material Forged steel Fuel System 60 Hi Valve(exhaust)material Forged Steel Fuel type Natural Gas,L;P Gas,or Governor type Electronic Dual Fuel Frequency regulation,no-load to full-load Isochronous Fuel supply line inlet 1.5 NPT Frequency regulation,steady state -0.0% Natural gas and LPG vapor fuel supply Frequency Fixed 1.74-2.74(7-11) 'Air cleaner type,all models Dry pressure,kPa(in.H2O) Fuel Composition Limits* Nat.Gas LP Gas Exhaust Methane,%by volume 90 min. — Exhaust System 60 Hz Ethane,%by volume 4.0 max. — Propane,%by volume 1.0 max. 85 min. Exhaust manifold type Dry Propene,%by volume 0.1 max. 5.0 max. Exhaust flow at rated kW,m3/min. (cfm) 24(848) Exhaust temperature at rated kW,dry C4 and higher,%by volume 0.3 max. 2.5 max. exhaust, °C(OF) 700(1292) Sulfur,ppm mass 25 max. Lower heating value, Maximum allowable back pressure, 15(4.43) MJ/m3(Btu/ft3),min. 33.2(890) 84.2(2260) kPa(in.Hg) Exhaust outlet size at engine hookup, * Fuels with other compositions may be acceptable. If your fuel is mm (in.) 88.9(3'.5) outside the listed specifications,contact your local distributor for further analysis and advice. ' G4-288'(KG100R) 4123d y y y Lubrication - Controllers Lubricating System 60 Hz Type Full Pressure o �0 Oil pan capacity,L(qt.)§ 5.7(6.0) Oil pan capacity with filter and oil cooler, 9.0(9.5) o 0 0 0 L(qt.)§ Oil filter:quantity,type§ 1,Cartridge § Kohler recommends the use of Kohler Genuine oil and filters. APM402 Controller Cooling Provides advanced control,system monitoring,and system diagnostics for optimum performance and compatibility. Radiator System 60 Hz • Digital display and menu control provide easy local data access Ambient temperature, °C(OF) 45(113) • Measurements are selectable in metric or English units Engine jacket water capacity,L(gal.) 7.3(1.93) • Remote communication thru a PC via network or Radiator system capacity,including serial configuration engine, L(gal.) 28.4(7.5) • Controller supports Modbus®protocol Engine jacket water flow,Lpm (gpm) 126(33.3) • Integrated hybrid voltage regulator with±0.5%regulation Heat rejected to cooling water at rated • Built-in alternator thermal overload protection kW,dry exhaust,kW(Btu/min.) 73.9(4207) • NFPA 110 Level 2 capability Heat rejected to charge air cooler at 18(1025) Refer to G6-161 for additional controller features and:accessories. rated kW,dry exhaust,kW(Btu/min.) Water pump type Centrifugal Modbus®is a registered trademark of Schneider Electric. Fan diameter,including blades,mm(in.) 711 (28) Fan,kWm (HP) 12.0(16.1) Sound Enclosure Max.restriction of cooling air,intake and discharge side of radiator,kPa(in.H2O) 0.12(0.5) Operation Requirements Air Requirements 60 Hz Radiator-cooled cooling air, m3/min. (scfm)'i 290(10,241) Combustion air,.m3/min. (cfm) 6.9(244) Heat rejected to ambient air: O O Engine,kW(Btu/min.) 30(1708) Alternator,kW(Btu/min.) 8(455) • Model KG100R sound levels are 65 dB(A)during normal operation*. i Air density=1.20 kg/m3(0.075 Ibm/ft3) • All sound levels are measured at a distance of 23 ft. (7 m)from the generator set. Fuel Consumption_ 60 Hz • Sound attenuating enclosure uses acoustic insulation that meets Natural Gas,m3/hr.(cfh)at%load Standby Ratings UL 94 HF1 flammability classification and repels moisture absorption. 100% 41.7(1473) • Vertical air inlet and outlet discharge with 90 degree bends to redirect 75% 34.7(1224) air and reduce noise. 50% 26.8(946) a Internal-mounted critical silencer and flexible exhaust connector. 25% 17.7(625) a Skid-mounted,steel (standard)or aluminum (optional)construction 0% 8.3(292) with hinged doors. LP Gas,m3/hr.(cfh)at%load Standby Ratings o Fade-,scratch-,and corrosion-resistant Kohler®Cashmere Power 100% 18.8(664) Armor' textured a-coat paint. 75% 15.1 (532) • Lockable,flush-mounted door latches. 50% 11.0(388) . Certified to withstand 299 kph (186 mph)wind load rating (aluminum 25% 6.1 (216) enclosures only). 0% 3.4(121) Nominal fuel rating: Natural gas,37 MJ/m3(1000 Btu/ft.3) " Lowest of 8 points measured around the generator. Sound levels at other points around generator may be higher depending on installation parameters. LP vapor,93 MJ/m3(2500 Btu/ft.3) LP vapor conversion factors: 8.58 ft.3=1 lb. 0.535 m3=1 kg. 36.39 ft.3=1 gal. G4-288 (KG100R) 4/23d KOHLER CO.,Kohler,Wisconsin 53044 USA KOHLER, Phone 920-457-4441,Fax 920-459-1646 For the nearest sales and service outlet in the US and Canada,phone 1-800-544-2444 KOHLERPower.com Standard Features Electrical System • Air Cleaner Restriction Indicator ❑ Alternator Strip Heater • Alternator Protection ❑ Battery • Battery Rack and Cables ❑ Battery Heater • Battery Charger, 12 V,6 A • Block Heater, 1500 W Literature • cUL/UL 2200 Listed,CSA Certified ❑ General Maintenance ❑ Overhaul • Electronic, Isochronous Governor ❑ Production o Engine Fluids Added(Oil&Coolant) • Flexible Fuel Line(for fuel supply connection) Warranty • Gas Fuel System (includes fuel mixer,electronic secondary gas ❑ 5 Year Premium Limited Warranty regulator,gas solenoid valve,and flexible fuel line between the Other Options engine and the skid-mounted fuel system components) ❑ e Integral Vibration Isolation ❑ • Line Circuit Breaker,80% Rated,3 Pole ❑ • Local Emergency Stop Switch ❑ • Oil Drain Extension ❑ • Operation and Installation Literature ❑ • Rodent Guards • Run Relay* • Secondary Gas Solenoid Valve e Steel Sound Enclosure • Three-Way Catalyst • Two Input/Five Output Module* • 5 year/2000 Hour Basic Warranty * Standard on 600 V KG100R models. Available Options Enclosure ❑ Aluminum Sound Enclosure Fuel System ❑ Dual Fuel NG/LPG (automatic changeover)*QS factory installed only. Dimensions and Weights Controller Overall Size,L x W x H,mm (in.) ❑ Remote Emergency Stop Weight,wet,kg(lb.): 3525 x 1154 x 1665(138.8 x 45.4 x 65.5) ❑ Run Relay With steel sound enclosure 1616(3562) ❑ Remote Annunciator panel With aluminum sound enclosure 1515(3340) ❑ Two Input/Five Output Module Automatic Transfer Switches and Accessories ❑ KEP Service Entrance Rated Automatic Transfer Switch coma option is available. ❑ KSS Standard Automatic Transfer Switch option is available. H O O f W L -►� NOTE:This drawing is provided for reference only and should not be used for planning installation. Contact your local dealer for more detailed information. DISTRIBUTED BY: ©2019 Kohler Co. All rights reserved. G4-288 (KG100R) 4/23d KOHLER. - Model: KG100R Multi-Fuel LPG/Natural Gas I - ---1• - -ate -;, " 09001 Standard Features LA KOHLEt • Kohler Co. provides one-source responsibility for the NATIONALLY REGISTERED - generating system and accessories. • The generator set and its components are prototype-tested, factory-built, and production-tested. • The 60 Hz generator set meets NFPA 110, Level 2,when ♦ equipped with the necessary accessories and installed per KCHLER NFPA standards. • The generator set accepts rated load in one step. i % „ ,� • A standard 5 year/2000-hour basic warranty covers all • """' systems and components. ��' • Quick-ship (QS) models with selected features are available. See your Kohler dealer for details. '" • Kohlers APM402 controller. See controller features on page 3. • The electronic, isochronous governor incorporates an integrated drive-by-wire throttle body actuator delivering The Kohler° Advantage precise frequency regulation. • Engine Features: • High Quality Power o Powerful and reliable Kohler 6.2 L Turbo charged Kohler generators provide advanced voltage and frequency liquid-cooled engine regulation along with ultra-low levels of harmonic distortion for o Electronic engine management system excellent generator power quality to protect your valuable electronics. o Simple field conversion between natural gas and LP vapor • *Fast Response fuels while maintaining emission certification Kohler's Fast-Response®X excitation system delivers excellent • Approved for stationary standby applications in locations voltage response and short-circuit capability Using a rare-earth served by a reliable utility source. permanent magnet(PM)-excited alternator. • Certifications: • Extraordinary Reliability o The 60 Hz generator set engine is certified by the Kohler is known for-extraordinary reliability and performance and Environmental Protection Agency(EPA)to conform to the backs that up with a 5-year/2000-hourLasic warranty. New Source Performance Standard (NSPS):for stationary • Quiet Operation Kohler home generators provide quiet,neighborhood friendly spark-ignited emissions. performance. o cUL/UL 2200 listed and CSA certified. o Accepted by the Massachusetts Board of Registration of Plumbers and Gas Fitters. Generator Set Ratings Natural Gas LP Gas Line Circuit Standby Rating Standby Rating Breaker Alternator Voltage Ph Hz kW/kVA Amps kW/kVA Amps Amps 4R9X 347/600 3 60 100/125 121 100/125 121 125 127/220* 3 60 100/125 329 100/125 329 - 120/240 3 60 100/125 301 100/125 301 3 4R12X 120/240* 1 60 91/91 380 91/91 380 139/240* 3 60 100/125 301 100/125 301 .s+ 220/380* 3 60 100/125 190 100/125 190 277/480 3 60 100/125 151 100/125 151 120/240 1 6 7 417 A0 OF S0�O GD�M *Voltage configuration not available from the factory.Field-adjustable by an authorized service technici I �Qvy S�PVP **Units with rated amps over 400 include a field adjustable trip setting. RATINGS: Al three-phase units are rated at 0.8 power factor. All single-phase units are rated at 1.0 power factor. Standby Ratings: The standby rya Ss arable to varying loads for the duration of a power outage.There is no overload capability for this rating. Ratings are in accordance with ISO-8528-1 and ISO-3046-1. For limited running time an uous ratings,consult the factory.Obtain technical information bulletin(TIB-101)for ratings guidelines,complete ratings definitions,and site condition derates. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. For dual fuel engines,use the natural gas ratings for both the primary and secondary,fuels. G4-288 (KG100R) 4/23d 'Llternator Specifications Specifications Alternator • The unique Fast-Response°X excitation system delivers Manufacturer Kohler excellent voltage response and short-circuit capability using Type 4-Pole, Rotating-Field a rare-earth, permanent magnet(PM)-excited alternator. Exciter type Brushless, Rare-Earth • Brushless, rotating-field alternator. Permanent Magnet •r Leads:quantity,type �NSI standards compliance for + 4RX 12,Reconnectablet$kpf t, jQ,0 6r,starting. 4TX 4, 120/240 • Sustained short-circuit current of up to 300%of the rated Voltage regulator Solid State;Volts/Hz current for up to 10 seconds. Insulation: NEMA MG; • Sustained short-circuit current enabling Material Class H g downstream circuit Temperature rise 130°C,Standby breakers to trip without collapsing the alternator field. Bearing:quantity,type 1,Sealed • Self-ventilated and dripproof construction. Coupling Flexible Disc Amortisseur windings Full • Superior voltage waveform from a two-thirds pitch stator and Voltage regulation,no-load to full-load ±0.5% skewed rotor. One-step load acceptance 100%of Rating • Windings are vacuum-impregnated with epoxy varnish for Unbalanced load capability 100%of Rated Standby dependability and long life. Current • Total harmonic distortion (THD)from no load to full load with Peak motor starting kVA: (35%dip for voltages below) a linear load is less than 3.2%. 480 V 4R9X (12 lead) 385(60 Hz) 480 V 4R12X (12 lead) 448(60 Hz) 240 V 4T13X (4 lead) 440(60 Hz) Application Data Engine Engine Electrical Engine Specifications 60 Hz Engine Electrical System 60 Hz Manufacturer Kohler Ignition system Coil Pack Engine:model,type KG6208THD 6.2 L Battery charging alternator: Turbocharged,Aftercooled Ground(negative/positive) Negative Cylinder arrangement V-8 Volts(DC) 12 Displacement,L(cu.in.) 6.2(378) Ampere rating 130 Bore and stroke,mm (in.) 101.6 x 95.25(4.00 x 3.75) Starter motor rated voltage(DC) 12 Compression ratio 9.8:1 Battery,recommended cold cranking Rated rpm 1800 amps(CCA): Max.power at rated rpm,kW(HP)NG Qty.,rating for 18°C(0°F) One,650 LP 131 (1775) Battery voltage(DC) 12 Cylinder head material Cast Aluminum Fuel Piston type and material Cast Aluminum Crankshaft material Forged steel Fuel System 60 Hz Valve(exhaust)material Forged Steel Fuel type Natural Gas,LP Gas,or Governor type Electronic. Dual Fuel Frequency regulation,no-load to full-load Isochronous Fuel supply line inlet 1.5 NPT Frequency regulation,steady state ±1,0% Natural gas and LPG vapor fuel supply Frequency Fixed 1.74-2.74(7-11) Air cleaner type,all models Dry pressure,kPa(in.H2O) Fuel Composition Limits* Nat.Gas LP Gas Exhaust Methane,%by volume 90 min. — Exhaust System 60 Hz Ethane,%by volume 4.0 max. — Exhaust manifold type Dry Propane,%by volume 1.0 max. 85 min. Propene, /°by volume 0.1 max. 5.0 max. Exhaust flow at rated kW,m3/min: (cfm) 24(848) C4 and higher,%by volume 0.3 max. 2.5 max. Exhaust temperature at rated kW,dry 700(1292) Sulfur,ppm mass 25 max. exhaust, °C(°F) Lower heatingvalue, Maximum.allowable back pressure,. 15(4.43) MJ/m3(Btu/ft ),min. 33.2(890) 84.2(2260) kPa(in.Hg) ., ' Exhaust outlet size'at engine hookup, Fuels with other compositions may be acceptable. If your fuel is mm(in.) 88.9(3.5) outside the listed specifications,contact your local distributor for further analysis and advice. G4-288 (KG100R) 4/23d Lubrication Controllers Lubricating System 60 Hz Type Full Pressure ® ID Oil pan capacity,L(qt.)§ 5.7(6.0) Oil pan capacity with filter and oil cooler, 9.0(9.5) :2e ff] o [J L(qt.)§ Oil filter:quantity,type§ 1,Cartridge § Kohler recommends the use of Kohler Genuine oil and filters. APM402 Controller Cooling Provides advanced control,system monitoring,and system diagnostics for optimum performance and compatibility. Radiator System 60 Hz • Digital display and menu control provide easy local data access Ambient temperature, °C(°F) 45(113) • Measurements are selectable in metric or English units Engine jacket water capacity,L(gal.) 7.3(1.93) • Remote communication thru a PC via network or Radiator system capacity,including serial configuration engine,L(gal.) 28.4(7.5) • Controller supports Modbus®protocol--. Engine jacket water flow,Lpm(gpm) -126(33.3) • Integrated hybrid voltage regulator with±0.5%regulation Heat rejected to cooling water at rated • Built-in alternator thermal overload protection kW,dry exhaust,kW(Btu/min.) 73.9(4207) • NFPA 110 Level 2 capability Heat rejected to charge air cooler at 18(1025) Refer to G6-161 for additional controller features and accessories. rated kW,dry exhaust,kW(Btu/min.) Water pump type Centrifugal Modbus®is a registered trademark of Schneider Electric. Fan diameter,including blades,mm (in.) 711 (28) Fan,kWm(HP) 12.0(16.1) Max.restriction of cooling air,intake and Sound Enclosure discharge side of radiator,kPa(in.H20) 0.12(0.5) Operation Requirements Air Requirements 60 Hz Radiator-cooled cooling air, m3/min.(scfm)# 290(10,241) Combustion air,m3/min.(cfm) 6.9(244) Heat rejected to ambient air: O - O Engine,kW(Btu/min.) 30(1708) Alternator,kW(Btu/min.) 8(455) • Model KG100R sound levels are 65 dB(A)during normal operation*. # Air density=1.20 kg/m3(0.075 Ibm/ft3) • All sound levels are measured at a distance of 23 ft. (7 m)from the generator set. Fuel Consumption 60 Hz • Sound attenuating enclosure uses acoustic insulation that meets Natural Gas,m3/hr.(cfh)at%load Standby Ratings UL 94 HF1 flammability classification and repels moisture absorption. 100% 41.7(1473) • Vertical air inlet and outlet discharge with 90 degree bends to redirect 75% 34.7(1224) air and reduce noise. 50% 26.8(946) • Internal-mounted critical silencer and flexible exhaust connector. 17.7 2)0% 8.3(292 • Skid-mounted,steel(standard)or aluminum(optional)construction 0% with hinged doors. LP Gas,m3/hr.(cfh)at%load Standby Ratings • Fade-,scratch-,and corrosion-resistant Kohler®Cashmere Power 100% 18.8(664) Armor- textured a-coat paint. 75% 15.1 (532) • Lockable,flush-mounted door latches. 50% 11.0(388) 25% 6.1 (216) • Certified to withstand 299 kph(186 mph)wind load'rating(aluminum 0% 3.4(121) enclosures only). $ Nominal fuel rating: Natural gas,37 MJ/m3(1000 Btu/ft.3) Lowest of 8 points measured around the generator. Sound levels at other points around LP vapor,93 MJ/m3(2500 Btu/ft.3) generator may be higher depending on installation parameters. , LP vapor conversion factors: 8.58 ft.3=1 lb. 0.535 m3=1 kg. 36.39 ft.3=1 gal. G4-288 (KG100R) 4/23d KOHLER CO.,Kohler,Wisconsin 53044 USA KOHLER, Phone 9 nearest- ales Fax 920-459u 646 For the nearest sales and service outlet in the US and Canada,phone 1-800-544-2444 KOHLERPower.com Standard Features Electrical System • Air Cleaner Restriction Indicator ❑ Alternator Strip Heater • Alternator Protection ❑ Battery • Battery Rack and Cables ❑ Battery Heater • Battery Charger, 12 V,6 A Literature • Block Heater,1500 W ❑ General Maintenance • cUL/UL 2200 Listed,CSA Certified ❑ Overhaul • Electronic, Isochronous Governor ❑ Production • Engine Fluids Added(Oil&Coolant) • Flexible Fuel Line(for fuel supply connection) Warranty ❑ 5-Year Premium Limited Warranty • Gas Fuel System(includes fuel mixer,electronic secondary gas regulator,gas solenoid valve,and flexible fuel line between the Other Options engine and the skid-mounted fuel system components) • Integral Vibration Isolation ❑ • Line Circuit Breaker,80% Rated,3 Pole ❑ • Local Emergency Stop Switch ❑ • Oil Drain Extension ❑ • Operation and Installation Literature ❑ • Rodent Guards • Run Relay* • Secondary Gas Solenoid Valve • Steel Sound Enclosure • Three-Way Catalyst • Two Input/Five Output Module* • 5 year/2000 Hour Basic Warranty * Standard on 600V KG100R models. Available Options Enclosure ❑ Aluminum Sound Enclosure Fuel System ❑ Dual Fuel NG/LPG (automatic changeover)*QS factory installed only. Dimensions and Weights Controller Overall Size,L x W x H,mm(in.) : ❑ Remote Emergency Stop Weight,wet,kg(lb.): 3525 x 1154 x 1665(138.8 x 45.4 x 65.5) ❑ Run Relay With steel sound enclosure 1616(3562) ❑ Remote Annunciator panel With aluminum sound enclosure 1515(3340) ❑ Two Input/Five Output Module Automatic Transfer Switches and Accessories T ❑ KEP Service Entrance Rated Automatic Transfer Switch T option is available. ❑ KSS Standard Automatic Transfer Switch option is available. H O O �- W L ►I NOTE:This drawing is provided for reference only and should not be used for planning installation. Contact your local dealer for more detailed information. DISTRIBUTED BY: ©2019 Kohler Co. All rights reserved. G4-288 (KG100R) 4/23d Fuentes, Kim From: . Fuentes, Kim Sent: Friday, May 16, 2025 1:54 PM To: Cc: Subject: I tichard Sachs - 8255 Bridge Lane, Cutchogue Attachments: 20250516095207843.pdf, 20250516095318919.pdf, 8255 BRIDGE LANE - REVISED 5.16.2025.pdf,ASIP Sachs - 8255 Bridge Lane 05.23.2024.2.pdf, HPC - Sachs -Res. 05.23.2024.2, amended 8.22.24.pdf, 2025.- May 22, 2025 HPC AGENDA.docx Hi All, I have added the above subject matter to Thursday's Agenda. Please see attached. I've accepted this as a new application since the applicant is adding new equipment to the site; a generator, and an HVAC, both to be placed in the front yard. This equipment will require screening/barriers as shown on page A-0.3 (see revised 5.16.2025, attached) showing the fence enclosure. Also, see letter from the applicant's representative explaining changes to'the site, photos, revised plans dated 5.16.2025, C of A of 5.23.2024.2, and amended plans approved on 8.22.2024. The size and shape of the proposed swimming pool and cabana will be revised, both will be placed behind the proposed house, and I believe the fence enclosure that provides screening of these structures is what required approval by the HPC. Your thoughts? Please review the application and prior approved application, and consider the number of changes, amendments, and additions that are proposed . . is it de minimus?? Your thoughts? Marina, kindly take LEAD on this application. Thank you. I will be out of the office Monday thru Wednesday, but come into the office on Thursday if you wish to view hardcopies of the application prior to the meeting. (FYI, Thursday, I will be busy setting up at 2:30) Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim&a southoldtownny.gov 1 Location:54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 IWORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered/architectural plans that indicate a revision date, and are signed and sealed by the design professional. From: Daniel A. Butler R.A.<daniel@butler-ae.com> Sent: Friday, May 16, 2025 12:18 PM To: Fuentes, Kim<kim.fuentes@town.southold.ny.us> Cc: McGivney,Julie<juliem@southoldtownny.gov> Subject: Re: HPC-Richard Sachs-8255 Bridge Lane, Cutchogue Kim, Here you go! Hard Copies on their way now! Thank you! Daniel A. Butler,Architect JeffreyT. Butler P.E., P.C. 206 Lincoln Street Riverhead, NY 11901 Phone: 631.208.8850 www.butler-ae.com "You Miss 100%of the Shots You Don't Take." -Wayne Gretzky 2