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HomeMy WebLinkAboutTR-9326 Michael J. Domino, President '0f SU!/r�o Town Hall Annex John M.Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski GQ � �O Telephone (631) 765-1892 Greg WilliamsyeOU D Fax(631) 765-6641 � NT`[,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/ constructed Project complete, compliance inspection. INSPECTED BY: Lo4 i COMMENTS: N Wd"C - 6k i's S-v- CERTIFICATE OF COMPLIANCE: F Michael J.Domino,President Qf SOUTTown Hall Annex John M. Bredemeyer III,Vice-President ,`O� ��� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith 1 Southold,New York 11971 A.Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1632C Date: September 30, 2019 THIS CERTIFIES that the existing 24.4' wide by 40.4' long one-story dwellingand to construct an 11.9' wide by 23.7' long two-story addition onto the landward side of dwelling; and to construct a 23.7' wide by 24.3' long second-story addition onto landward side of existing one-story dwelling At 260 Oak Street, Cutchog_ue Suffolk County Tax Map#1000-136-1-50. t Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 27,2018 pursuant to which Trustees Wetland Permit#9326 Dated October 17,2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 24.4' wide by 40.4' long one-story dwelling and to construct an 11.9' wide by 23.7' long two-story,addition onto the landward side of dwelling; and to construct a 23.7' wide by 24.3' long second-story addition onto landward side of existing one-story dwelling. The certificate is issued to Steven Starroff&Nancy Rickles owners of the aforesaid property. Authorized Signature Michael J. Domino, President ��SUFFO(�D Town Hall Annex tiro ���_ John M. Bredemeyer, III, Vice-President 54375 Route 25 Glenn Goldsmith y P.O. Box 1179 A Nicholas Krupski Southold, NY 11971 Greg Williams �of , ��� Y~ Telephone (631) 765-1892 Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed When project complete, call for compliance inspection; ....... ....... BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO 1. 9326 DATE: OCTOBER 17,2018 ISSUED-TO: STEVEN STARROFF & NANCY RICKLES g PROPERTY ADDRESS: 260 OAK STREET, CUTCHOGUE SCTM# 1000-136-1-50 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 17,2018, and in consideration of application fee in the sum of$250.00 paid by Steven Starroff&Nancy Rickles and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 24.4' wide by 40.4' long one-story dwelling and to construct an 11.91 wide by 23.7' long two-story addition onto the landward side of dwelling; and to construct a 23.71 wide by 24.31 long second-story addition onto landward side of existing one-story <1 dwelling; and as depicted on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC,dated July 11,2018, and stamped approved on October 17,2018. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, R and these presents to be subscribed by a majority of the said Board as of as of the 17'h da of October,2018. XF ........... TERMS AND CONDITIONS The Permittee Steven Starroff&Nancy Rickles,residing at 260 Oak Street, Cutchogue, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. O��QE SOI Town Hall Annex Michael J.Domino,President John M.Bredemeyer III,Vice-President ~ 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �p� Telephone(631) 765-1892 Greg Williams �y`, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 17, 2018 Steven Starroff Nancy Rickles 260 Oak Street Cutchogue, NY 11935 RE: 260 OAK STREET, CUTCHOGUE SCTM# 1000-136-1-50 Dear Mr. Starroff& Ms. Rickles: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 17, 2018 regarding the above matter: WHEREAS, STEVEN STARROFF & NANCY RICKLES applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated August 27, 2018, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on October 17, 2018, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of STEVEN STARROFF & NANCY RICKLES for the existing 24.4' wide by 40.4' long one-story dwelling and to construct an 11.9' wide by 23.7' long two-story addition onto the landward side of dwelling; and to construct a 23.7' wide by 24.3' long second-story addition onto landward side of existing one-story dwelling; and as depicted on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, dated July 11, 2018, and stamped approved on October 17, 2018. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, • Michael J. Domino President, Board of Trustees MJD/dd i PROJECT GENERAL NOTES DESIGN CRITERIA & LOADS DRAWING SCHEDULE 1.ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE GROUND SNOW LOAD 25 PSF A-000 COVER SHEET'-DESIGN CRITERIA-GENERAL NOTES NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE LIVING AREAS AND DECKS 40 PSF A-001 SITE PLAN � '` ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. SLEEPING AREA 30 PSF D-100 CELLAR DEMOLITION PLAN ,r1; E (Cn IE. li SEISMIC DESIGN CATEGORY B D-101 FIRST FLOOR DEMOLITION PLAN 2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY WEATHERING SEVERE A-100 CELLAR CONSTRUCTION PLAN l�1 STRENGTH OF 3,000 PSI. FROST LINE DEPTH 36" A-100A FOUNDATION NOTES I' AUG 2 7 2018 TERMITE MODERATE TO HEAVY A-101 FIRST FLOOR CONSTRUCTION PLAN 3.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL DECAY SLIGHT A-101 A FRAMING NOTES I rt GRADE#2 OR BETTER. ICE SHIELD UNDERLAYMENT YES A-102 SECOND FLOOR CONSTRUCTION PLAN Southold To,vn LU REQUIRED A-103 ROOF CONSTRUCTION PLAN Beard of Tru°•tees 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR A-200 ELEVATIONS 06 06 1.0 c OPENINGS, POSTS AND PARALLEL PARTITIONS,AS NOTED ON DRAWING. ROOF Live Load-30 psf Based on ASCE-7&Pg= A-300 BUILDING SECTIONS Z Q. 25psf A-400 DETAILS "'R Q 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING per Figure R301.2(5) A-401 DETAILS Of >_ NOT TO EXCEED 8.0 FT. Dead Load- 15 psf ��� �y w Z w w w 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY 2ND FLOOR Live Load-40 psf �� Q CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF Dead Load- 15 psf w N (� MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING �'z CAPACITY OF TWO (2) TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL 1 ST FLOOR Live Load-40 psf �, ; . O Q = VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS Dead Load- 15 psf �W O O TO BE COMPACTED TO 95% RELATIVE DENSITY. ` �p �, WIND LOADS 130 mph-ASCE-7 �RQI��CrIQC1�` N U 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE qh =34.5 psf (Exposure C) ARCHITECT UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL,I EADERS TO BE MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. ROOF C&C LOADS 38. psf (Zone 1) • 45.55 psf (Zone 2) 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 45.5 psf (Zone 3) w O U WALL C&C LOADS 42.3 psf (Zone 4) � 9. PROVIDE FLASHING AT ALL ROOF BREAKS, DORMERS, CHIMNEYS,SKYLIGHTS, Q — EXTERIOR DOORS, WINDOWS, AND DECKS, ETC.. 50.8 psf(Zone S) ® N 12 10. DO NOT SCALE DRAWINGS. THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. w Design Criteria- NYS Residential Code R301.2.1.1 and utilized the Z J 00 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT Z methods and procedures stipulated in Chapter 2 Engineeredm m �- O RESPONSIBLE FOR THE INSPECTION,SUPERVISION, OR ADMINISTRATION OF THIS O Q Lo CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND Design and Chapter 3 Prescriptive Design in the American Forest Q,and Paper Association Wood Frame Construction Manual for Q � N BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE ' CONTRACTOR. One and Two Family Dwelling Units- High Wind Addition and U U %o ASCE 7. DR A N 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE WINDBORNE DEBRIS PROTECTION SCHEDULE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN ` BUILDER AND OWNER. PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN.1'-6" WITH 22#6 WD SCREWS,SPACING: 12", ARE TO BE PROVIDED TO 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW COVER THE GLAZED OPENINGS OF THE PROPOSED ADDITION AND IP M YORK STATE ENERGY CONSERVATION CODE. RENOVATION FOR ALL WINDOWS AND DOORS THAT DON'T HAVE ❑° 1:1 10 FOR PERMIT 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND AWT OPERATIONAL WOOD SHUTTERS. A N S A ENSA DURING CONSTRUCTION. RA NG AM WINDOW SPECIFICATION COVER 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND PROPOSED WINDOWS ARE MARVIN INTEGRITY SERIES SHEET SPECIFIED BY OTHERS. GLASS TO BE HIGH PERFORMANCE LOW-E GLASS 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO SCREENS ARE PROVIDED FOR ALL OPERABLE WINDOWS AND DOORS BUILDING PERMIT APPLICATION - PROTECT THE ENGINEER AND OWNER. HARDWARE: FINISH SELECTION BY OWNER INTERIOR FINISH: PREFINISHED WHITE 2-BR DWELLING TO BE RENOVATED AND EXPANDED: DRAWING NO. 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM PROPOSED FIRST FLOOR EXTENSION WITH FULL BASEMENT e INSTALLATION IS COMPLETE. PROPOSED PARTIAL SECOND FLOOR ADDITION FOR MASTER BEDROOM SUITE MISCELLAEOUS INTERIOR ALTERATIONS SUCH AS NEW BATHROOMS AND KITCHEN REPLACEMENT AND REUSED WINDOWS AND REPLACEMENT SIDING ,A - PROJECT V) Z I&WMAx c.ae, O FLOW W MIN, _ r p 1 va v v v� SLOPE FACE VERTICAL f �# pry ,r AUG 2 7 2018 PERSPECTIVE VIEWFRENCH DRAIN DETAIL p ` j t SEDDINC3 DETAIL � n"�"`" o �` R 1I 1 LO�^ 36"MINIMUM 2x2 GRAGEPI'", cw,renf 9GRAGE ' �:,dq` G� Southold Town ANGLEPIRSTSTAKETOWARD FENCE POST Board of Trust°es r PREVIOUSLY LAID BALE. � WOVEN WIRE FBNCB (0x0•10/10 WWF) — vsil e�naw sunoniwuxta" Q —7 FILTER SLOTH 0o®mC0 1 nrlmMtw,rrwcwee+mmuwnroauxmwrr w w PLAN VIEW EMBED FILTER CLOTH onm �'°"""'°' Lu N 1 ^a BOUND HAY BALES M#N,6"INTO GROUND 13 O PLACED ON CONTOUR nom ROAD O O U RE•BARS:STEEL PICKETS OR NOTE; R'r x 2"STAKES 1,W t0 X—IN GROUND. MMMUM DRAINAGE AREArraA+"mx+m1"ruv,rr 1m+ra,axMra.nawnrnn O Q DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE/100 LINEAR FEET Wiffio � vm ieiYr>r ""`rwr"fxn'io-io°"caen`rom""Ya" NAY BALES. OL, NO N U ANCHORING DETAIL SECTION DETAIL Cates SPeT1oN ARCHITECT STRAW BALE DIKE DETAILS 2 SILT FENCE DETAILS 3 LEACHING POOL TYP. SECT. 4 TEMP.CONST. ENTRANCE NOT USED SCALE NTS SCALE NTS SCALE NTS ISCAUE NTS LEGEND AREA SUMMARY J O 12 PROPOSED FIRST FLOOR ADDITIONS LOT AREA 9,830 100.00% Q ® PROPOSED SECOND FLOOR ADDITIONS EXISTING BUILDING COVERAGE 985 10.02% Q ❑ EXISTING STRUCTURES ADDED BUILDING COVERAGE 281 2.86% cn PROPOSED SITE PLAN TOTAL BUILDING COVERAGE 1,266 12.88% w LO 1877' MAX BUILDING COVERAGE 2458 25.00% Z w 00 SCTM# 1000-136-1-50 - N 62D 01 °9 E J SOUTHOLD TOWN J ~ C) SUFFOLK COUNTY, NEW YORK �OUEARING ILMITS(5400SF) \ \ \ SURVEY BY: KENNETH M. WOYCHUK LAND O Q SURVEYING, PLLC Q v~i, 'o A \ \ \ DATED: 09.14.17 U U 404 \ \ S DRAWING ISSUE o � 11 9 \ 1 s0 s� I m 1 350 \ �, A p SI Imo. >o I EXISTING < m o \� NEW 2FL ml 02 11 18 FOR PERMIT Im 10 18 17 FOR PERMIT Q I DRAWING SCALE m 3 i I I NTS oI I I DRAWING NAME 1� Tm� I I I STORM- m 260 I I I WATER 243 8'DIA MGMT. SITE / O ; 5'DEEP f I PLAN POOL"i ' -_=, m p m I o N DRAWING NO vim+m y I S 86D 40'00"W 200 81' O 5 SITE PLAN , 011 SCALE NTS LEGEND AREA SUMMARY PROJECT LOT AREA 9,830 100.00% ® PROPOSED FIRST FLOOR ADDITIONS EXISTING BUILDING COVERAGE 985 10.02% ® PROPOSED SECOND FLOOR ADDITIONS ADDED BUILDING COVERAGE 281 2.86% cn ❑ EXISTING STRUCTURES O TOTAL BUILDING COVERAGE 1,266 12.88% MAX BUILDING COVERAGE 2458 25.00% ~ Q SURVEY BY: KENNETH M.WOYCHUK LAND SURVEYING, PLLC 0 DATED:09.14.17 Z W w 06 LID N m vC E � ,, E o ID AUG 27 2018 � Lw - C) Southold Tmvn N �z 0 i Board of TrusteesQ d- = 0U _ 0 o � N 02D 01 09'E 187.7CL C14 U ARCHITECT � o 40.4 o W O o Fi J U 11.9 F— <Q 35.0 o VL (5 EXISTING LJ @J Lu U L0 z Z w 00 w NEW 2FL J J 0 <OLO Q V� ,o UU '0 20.0 DRAWINGISSUE 0 24.3 o ' 0 S 86D 40'00"W 200.81' 10.18.17 FOR PERMIT DRAWING SCALE "Y NTS oF NE�ji�'® DRAWING SITE PLAN 4 S y DRAWING NO. on PROPOSED SITE PLAN SCTM# 1000-136-1-50 Qc14� SOUTHOLD TOWN N , SUFFOLK COUNTY, NEW YORK 0 PROJECT LEGEND ❑ EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED v) Z Q o" > O AUG Z 7 2018 w cy— E INE-- —€XIST-W6 — 06 LO Southold Town .�.. Board of Trustees Z 01- EY •E -T � N pwZ aW � oV) (D 00 X � Ii it 'LU � o NEW OPENING IN EXISTING CL O U `v O CONCRETE WALL I I 0 0 �- DU o W X ARCH T CT EXISTING COLUMN ON ASSUMED 20"X 20"FOOTING I 7'_3" 8'_8" 7'_5" 7'_4" I w O it � U FF -1 EXISTING (3)2X10 �o� _ I d ~ CQ L_ L- � I N G EXIST. �0 _ _ TYPICAL, EXISTING 3"COLUMN ON ASC I I w @� �j EXISTING FOOTING J J CQ i00 — REMOVE EXISTING STAIR AND I I O Q LO O N O — PREPARE TO PATCH FLOOR ABOVE I Q N It z �2 L- � REMOVE EXISTING CHIMNEY AND U U N J PREPARE FOR NEW ( A I GISS E w � - - PROVIDE NEW PENETRATION FOR HWH RELOCATED CHIMNEY 18'4%„ F, 1 1 ,J r — — EXISTING TANK 10 FOR PERMIT f R DRAWING - -1-0 DURTINDT7NAME co CELLAR DEMO PLAN c A�VDRAWING NO. 7[��+GOu7'O�n ,r CELLAR FLOOR — DEMOLITION PLAN CALE.4_1'-0" ei<OJECT LEGEND ❑ EXISTING WALL TO REMAIN E, EXISTING WALL TO BE DEMOLISHED v� - Z O Q IaE I E V E O i t Lu SAVE SAVE SAVE SAVE SAVE ! Q:� 7070 36 DOOR 3238 2814 3245 �' AUG 2 7 2018 06 LID co F-= L Z � �- \ `� I Southold;own Board oflustces SAVE KITCHEN APPNCES I I - - I Q w w LIlA zU ^ I AND CABINETS FOR �EUSE I �/ I U ^ I p N InLu % N O Lu SAVE BATH VANITY, f IXTURES ` J I I N o I 0 Q Luz 'o j I AND FITTINGS FOR RUSE I o- O U X Q REMOVE ROOF RAFTERS I I I N ^ N Oo LU I AND PREPARE FOR JEW U ILU> L v DORMERS I I:� I / I \ \ II < ARCHITECT REMOVE ROOF RAFTRS AND PREPARE FOR EW _ FLOOR ABOVE Lu O J Z I I REMOVE EXISTING STAIR Q _i AND PREPARE TO PATCH I N Q X w FLOOR — N uJ (D 0 "0 w @ Lo z w co Lu ° oN I I r - - � I i \ � IIQN ¢ Lo ,JJ I - I I U U mz I - - c� wO I R xI LL Lu I II � \ I II \ II II _ M T I I ..,,M1�� 10 DRAWING FOR PERMIT I I $ r AWI ' CA LE — �� f ,. DRAWING AM SAVE SAVE SAVE SAVE 1ST FL 2657 2657 2436 3245 �,1 DEMO ` PLAN 40'-4" �g �t <1�� DRAWINGO. sStO��tiG . ' FIRST FLOOR - DEMOLITION PLAN CALE:T, LEGEND n n 4',_____ ROJ C n r_� i ❑ EXISTING WALL TO REMAIN U E �, E 1I �� F --i i�( N NEW METAL STUD WALL I NEW FOUNDATION WALL �� AUG 2 7 2018 7- 0 O MEET EXISTING FOOTING WITH DOWEL INTO EXISTING FOUNDATION: #5 DOWELS @ 12"O/C (4"MIN. EMBEDMENT). i _�Sn' JitloldTativn j „ UNDERPIN EXISTING FOUNDATION IF NECESSARY f� „ 8-1/ 4'-6" 3'-11 3-2' 4'- Boaru of Trustee, O Z LU �X�ST1W XIST4PJ� _ Lo 3243 Z 011 - - - �x E T. cel BILCO SCAPEWEI I z` I p 1- Z NEW 8"CMU OR POURED c� PLANTER DESIGN p w iCONCRETE 36"DEEP FOUNDATION D I Iv I WITH COVER Q LU w FOR FIREPLACE g1-11/,. I I p N 00 rJ - O w N 0 ��°¢ NEW OPENING IN EXISTING i I NEW 2X8 FJ @ I Q O = N-' CONCRETE WALL i i 12"O/C 0- O U z Q �i I i MEDIA O O -J.Q!� -1 u 11 F Nu-j @ CELLAR °,4 DN 02 I I ~ o Q O Ii NEW SLAB 8' ARCHITECT x O `� 1 I BELOW EXISTING Lu m @ i� i ADJACENT SLAB io � Q o � N � w O N I i ~ J_ EXISTING (3)2X10 NE _L 11 7--' LV --- _ _; Zo N Q o - o —Z5QL: 1—a- ----_L_ L- EXIST.EXISTING COLUMN ON ASSUMED � NEW 3"DIA STD. PIPE I I I I w 20"X 20" FOOTING m COL.ON 30X3OX8 A/C Lo w 00 P.C. FOOTING ,CO Z J L6 PATCH FLOOR ABOVE REMOVED `� I (- STAIR WITH 2X8 FJ @ 16"O/C +, Q c U LOCATE WALL TO N I 0 < Lo X U J x CONCEAL STAIR ABOVE 3'-5" Q N CN - w UP I E: ---- _ ' 'o O RELOCATE AND REUSE SALVAGED ��o z 'O FURR WALL OUT TO 3R 7 I B T-� U U I I I P KITCHEN CABINETS PER OWNER x @� EDGE OF FOOTING I 2T q I I I A I G ss ml � x HWH s I DIRECTION w w th Q SHELVES I NEW 2X8 FJ @vx co 12"Or2868 1 1 I I N EXISTING TANK I I I I I I I 1 I I 10 18 17 FOR PERMIT E= - LA, .= X6 DJ I I I A INGSC 6„0/ 1 I I ; _1a AWING NAM 1CELLAR LT E 8"CMU OR POURED ®F Npp CONCRETE 36"DEEP FOUNDATION ONST. FOR RELOCATED CHIMNEY LAN 11'-4Y2 40'-4" 11'-10%" 8p'�7 � CELLAR FLOOR - CONSTRUCTION PLAN „ ;ALE.L, PROJECT FOUNDATION NOTES The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. N Z 1. All concrete 3,500 psi after 28 days minimum. O 1--- 2. =2. All rebar ASTM A-615 Grade 60. Q O 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all Z footings are to be installed a minimum of 3' below grade unless indicated ►� �� rV otherwise. F" FAUG II; V ��-- 05 Lo 4. Rebar installed along the top of the foundation walls without windows Z 0- are to be installed 10"below the top of the foundation wall. Rebar Z 7 2018 Q installed along the top of foundation walls with windows are to be 1 >- installed 3"below the bottom of the window opening. Z Southold Town w LU 5. All snap off form ties are to be removed and remaining openings are to Board of Tn,,l;es__�� .„._.1 Q 0�f be sealed/grouted. LU V) O O <C = 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves and other O O (— penetrations prior to pouring concrete. � N U 7. The Engineer is to be contacted if unacceptable or questionable soil is A c c encountered during excavation. Unacceptable soil is soil containing clay and/or organic material. 8. Install isolation joints along foundation walls and at column and other w O floor penetrations. Q J 9. Installed contraction joints in the cellar floor slab every 18' minimum. � 10. Foundation excavation is not to be back filled prior to the installation ofr-1the floor framing. Z w 0000 11. Backfill along foundation walls is to be clean material and is to be O Q O mechanically compacted in 6”lifts to 95%of maximum dry density. Q L, J 'o UU 10. Underpin existing foundation if necessary. Connect existing footing to ISSUE new footings and wall tops with No.5 rebar dowels. DRAWING Suggested Underpinning Procedures: A. Underpin prior to addition of any new loads on wall. B. Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform Architect/Engineer of findings before proceeding. C. Upon receiving approval, excavate to the top of the existing footing 10 A A LE 17 FOR PERMIT the entire length of the area to be underpinned on both sides of u,_, Ni the foundation wall. Remove interior concrete floor as necessary. A D. Excavate by hand below the existing footing at no more than 3 foot ��0� NE DRAWING FOUND. lengths. E. Install a key way between sections. Allow 7 days curing. ��'d+ NOTES F. Back fill and replace interior floor as necessary. G. During the underpinning procedure, monitor the existing foundation wall for excessive movement and/or cracks. Notify the DRAWING NO Architect/Engineer if movement and/or cracks are noted. 11. Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities in existing wall for three feet from new wall. , , �--- --- E E LEGEND �1 ;, , a ,,r � ❑ EXISTING WALL TO REMAIN 10 NEW STUD WALL ® NEW LOAD BEARING WALL 11'-102" AUG 2 7 2018 # O 40'-4" � " 2T-82" � Snutholil iil�rarl _ > 8'-1/ 4-6 I y Board of(ru}r es� 4'-102" 3'-3" 3'-3" 16'-0%$' 8'-47/" L T .—c Z Lu RE SED ¢ ;? RE SED RE SED _ 2d)57 '` r' t 2 57 2 14 co 06 Lo (2)2X8 HDR j (2)2X8 HDR 1 'MICRO/ -(2)2X8-HDR 1 7SHELVES O 1 ' 1 REF WO 1 14'-3%4" 1= I SW:iCO 1' NEW (3) �- — SII I NEW (3) 'X 7 L LVL 1 �. 1 w Z EXISTING I I I I I 1 1 ��O o Q Lu w U CATHEDRAL I I I I I KITCHEN BATH z CEILINIG I) l 12 15 LowREUSE SALVAGED VANITY, NI cn O Lusn I MASON-LITE MFP39-SHBL FIXTURES, AND FITTINGS = O O U FIREPLACE WITH 1 to o O I HERRINGBONE LINER1 1 lw N 10 10 I 1 IN ~ @� 0 0 ELNU 3 u— = Z ARCHITECT co 00 BEDROOM 2 z Lu I LIVING/DINING w I 13 DW 2)2X8 HD i I I 14 N t° Q Ip O Dip Z J O — U I I I I 2 2X8 H D ~ d —O _ �_ �, ____ EXISTING RIDGE _ I w I )____ ao --L " — I ---------- --------- — J- 1" — -- ----- I z I N X Z IZ xi x Iz ---- lY Q cn N N Lu N �I �II I J I 2870 I III(\\ 471 / N G� Lu 01 10 o• 10 1 0 I ALL I I I xI� xI� J � 16 I I I I 11 \ / w Lo chI<r l X I �1v 1 w I m I I I // Z J o0 I x I v) D Lu I IC J Lr; N1Lu Lu Z Z N Im coI z = 1 17 ~ N� O 31 31 i o � i h14 ` LQ \wl wl = 0 UPQ713 / U U1%0 16 \ /COATS 1 1" / B DRAWING ISSUE I I I I I — El �— � � 4'-0' � � \ Z OPE N�BO\+(E rn I w I � �I I I ---- ---- w I i \\ �0 o 1 I I I III I I �8 I / \ - 1 1 1 T-2" 7,-2.. I I I I I 1 I ���1 YER \ D I I C) r` I L--------T-- — I HALL 1 1 c`I I' / 10 \\ 001 I ``' 13x1-4 7--Z"LV[ \N 1 �w 10.18.17 FOR PERMIT I b I I I 1 1 I1 / NI I D A GSCA E (2)2A HDR N 1 (2)2X8 HDR (2)2X8 HDR il/ 4 —1 0 A NG NAM REUSED REUSED REUSED REUSED REUSED O1ST FL L10'-42" 70"10 12'-9„ 3245 3245 3245 3245 17'-6" ��'£�,' CONST. PLAN 51'-82" 52'-2 2" DRAWING NO. • FIRST FLOOR - CONSTRUCTION PLAN CALE:4 :RQ ECT FRAMING NOTES NAILING SCHEDULE NAILING DIAGRAM ��=—t —'= -=---=— I The contractor is to verify all measurements in the field and any discrepancies are to Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) I I ` be brought to the attention of the Engineer prior to construction. Number of Number of a`a` R AUG 27 2018 Wood Framing Joint Description Common Nails Box Nails Nail Spacing Z ROOF NAILING O 1. All lumber is to be No.2 or better Douglas Fr Larch(N)with the following minimum Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 30 O O3 3 Sal f is vn ~Q ` specifications: Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist — — _ E card u !M!;", __�.� Fb=825 psi Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap 0 Fv=95 psi Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lapO Z Fc perp=625 psi Collar Tie to Rafter(Toe-nailed) 2-1 Od 2-10d per tie l O 1 LU E=1,600,000 psi Blocking to Rafter(Toe nailed) 2-8d 2-l Od each end � Rim Board to Rafter End Nailed 2-16d 3-16d each end WALL FRAMING 06LO2. All Laminated Veneer Lumber is to have the following minimum specifications: 1D O V) M Fb=2,900 psi Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-l6d(1) per foot Z p. Fv=290 psi Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side 0 Fc perp=650 psi Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. E=2,000,000 psi Header to Header(Face-nailed) 16d 16d 16"o.c.along edges w Z Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud LV LL 3. All Laminated Structural Lumber is to have the following minimum specifications: Q � Fb=2,800 psiO � Q N Fv=290 psi 0 � 0 Fc perp=740 psi Bottom Plate to Floor Joist,Band Joist, 2-16d(1,2) 2-16d(1,2) per foot F_ —I F —I Q = E=2,100,000 psi End joist or Blocking(Face-Nailed) I I I O I CL 0 U FLOOR FRAMING 2 2 O O F_O 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following De %0 minimum specifications: Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-l Od per joist L_ _J L_ __J IZ N U Fb=975 psi Bridging to Joist (Toe-nailed) 2-8d 2-l Od each end Fv=175 psi Blocking to Joist(Toe-nailed) 2-8d 2-l Od each end O O O O ARCHITECT Fc perp=565 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block E=1,600,000 psi Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d per joist Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 1 DI 30 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to beI w 0 nailed/bolted in accordance with the manufacturers specifications. Band Joist to Sill or Top Plate(Toe nailed) 2-16d(1) 3-16d(1) per foot — — — — — ROOF SHEATHING Structural Panels 8d l Od Detail sheet S-4 Q 6. All TJI are to be installed in accordance with the manufacturer's specifications and ( ) 10 0 O2 I 1D N shall include squash blocking and web stiffeners at bearing points on girders and other load bearing areas. — d -0 LU 7. First floor joists,second floorjoists and roof rafters to be TJI 2309 1/Z'or TJI 560 CEILING SHEATHING � I (D0 Z w CCO 117/8"or as noted are to be installed in accordance with the manufacturers Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field -1 O specifications. WALL SHEATHING 0 Q LO 8. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless' Structural Panels 8d 10d 6"edge/12"field 0 I I Q ci �t steel.Designated connectors,strap etc.on these drawings are made by SimpsonGypsum Wallboard 5d coolers 5d coolers 7"edge/10"field — -7 U U NO unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in A accordance with the manufacturers specifications. FLOOR SHEATHING I O / O DR r — —J 9. All floor sheathing is to be z3Structural Panels 2 inch AC type plywood,tongue and groove,with an 1 or less 8d 10d 6"edge/12'field APA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor O O O O 3 joists(6"O.C.edges and 12"O.C. field). (1) Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be used where wall sheathing nailing is reduced. For example, 10. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be if wall sheathing is noiled3 inches on-center at the panel edge to obtain higher shear nailed with l Od common nails 6"O.C.edges and 12'O.C.field. capacities,nailing requirements for structural members shall be doubled,or alternate 10.18.17 FOR PERMIT connectors shall be used to maintain load path. SCALE 11. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans (2)When wall sheathing is continuous over connected members,the tabulated number of nails N/A A exceeding 8'. shall be permitted to be reduced to 1 -16d nail per foot. DRAWING NAME 12. Double joists are to be installed below parallel walls. NAILING ZONES FOR ROOF SHEATHING 0 Re FRAMING 13. Blocking is to be installed at all point load bearing points. IN 130 MPH ULTIMATE GUST WIND ZONE �� �3,CO _ NOTES 14. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated Zone 1 Zone 2 Zone 3 1 otherwise. Feld 6"O.C. 12"O.C. 4"O.C. DRAWING NO 15. All joist and beam hangers and fasteners used on the exterior are to be Simpson Panel Edges 6"O.C. 6"O.C. 4"O.C. Type 304 or 316 Stainless Steel. f Nailing Requirements for 130 MPH,Ultimate Gust, Q. l, ''Thick Roof Sheathing with 8d Common Nails 16. All bolts nuts and washers are to be stainless steel or hot ripped galvanized. - - PROJ ECT LEGEND --- —^ 0 EXISTING WALL TO REMAIN l� NEW STUD WALL I:",J Z s2'-2/" , AUG 2 7 2018 i b I I r E 4'-4/" 364'-0" 4'-3Y4' 7'-714" Lu P— ------------- ———— ---- ---------- -I RE ED � -------------------------- n I 3 8 NEW NEW dS Im j (2)2X8 HDR Z _ (2)2X8 HDR Z NEW NEW NEW NEW 14'-2%" p w 2727 2727 2727 2727 ` _ o QLu LL3 I M 22TH L0 p I O Q O N 0 O U I l MASTER BR o � N U 21 o `� co cl I NEW 2X10 CJ @ 16"O/C cx%l o W/2X4 SUP TO RIDGE 16"O/C N 1 Ch 0Lu O l i N Z J O I N " i? � F- 0 J f - = i - 00 N V) C I W o ! rATTIC ST VEST I I I I \\ DNw Lo 14R(@71-3' I 2470 25 �--- -'� 0 I I \\ 16" �/ z J UJ 00 I F- d 0 Lo j II I Q V), ,o j I I �ccI I I N I HALL \\ i� U U 'o I I I I 20 ! I I I I DRAWING ISSUE Ico I WIC IOW I WIC I�w ONABO�(E o M I Ij 23 jwo I j 24 j�o �i �\ = J o I Imo^ I Imo^ \ co X c' I I I NEW 2X10 I \ N I NEW NEW NEW NEW i \ U 2727 2727 2727 2727 I I I I i CJ @ 16"O/ \ `� w i \ I -1 '--RV11D�E1S6'`-6/C �// \\\ Z M 10.18.17 FOR PERMfr (2)2X8 HDR \\ 1'- ° 1 - SCALE I _a )RAWING NAME NEW NEW 2ND FL L_ -------------------------- ———— 2860 2860 , Of Nf CONST. � a y PLAN op 4'-3" COD 28'-4%" 234" � I SECOND FLOOR - CONSTRUCTION PLAN ""'" '`'~ MoMrAm SCALE:4'=1'-0" PROJECT !�, Z AUG 2 7 201 ;`LJ� O _M ___.__l Southold Town 0 Lu Beard of rustees__y . o) co i N Z 0- —NEI 2X lic 0 I Ld R 1 Q w Z w 287 Q E! U Lu N o i X X X O lt� Su U-1 __ O U �- R I OVERLAY N 7- '00; Z 0C ::D F 0- N U wa!5 10 10 lo x 04 _ w I cARCHITECT N N N I Lu . , N o U (z L wO x _ -' U EXISTING RIDGE Ll < —i Q ,�� Z V r C1.10 0 -0 04 w w LX) Z 00 clf :::i ==� L6 N z 0 O 'O I 12:8J5, 1 < Lo Q cn -,6Z = w — ZU = U AW NG E DR m N w w I ry 2 10 N 1 I 11 16' I / RR 1 " X 0 J 1Dj 2 4$I J F TC I 1 "C K. 10 18 17 FOR PERMIT A I G L DRAWING NAME O RQOF IN N ty y CONST. PLAN DRAWING NO s y 441 � ROOF - CONSTRUCTION PLAN '= CALF:-L,, PROJECT - AUG 2 7 2018 l I O ® w Lo - to co Z 0% m IB - O C) C) w —�� ® ® ® ® —ffi. Q � � =6r pN (D — OQO �— O O ~ El SEIL c� U ARCHITECT w0 JU >— Zw0 __J Lj C) O i , 0 < Lo V) 6 DRA i G ss IB ® ® 0 18.17 FOR PERMIT RA I -- _ --- RA NAME — = ELEVS D-R-AWffTCNO L ELEVATIONS - CALF:S=1'-0" 'RO NOTES J c ROOF/CEILING NOTES 2ND FLOOR BEDROOM AND HALL CATHEDRAL ` CONTONUOUS RIDGE VENT CEILING 30 YEAR ARCHITECTURAL ROOF SHINGLE ON CONTINUOUS RIDGE VENT NEW 2X12 RIDGE V) 15 LBS ROOF FELT 30 YEAR ARCHITECTURAL ROOF SHINGLE ON ,�G Z PLYWOOD SHEATHING AS NOTED 15 LBS ROOF FELT p� O RR AS NOTED PLYWOOD SHEATHING AS NOTED 3 12 b 2X4 SUPPORT TO RIDGE 16"O/C Q CJ AS NOTED RR AS NOTED 84 11 SEE DWG FOR INSULATION SEE DWG FOR INSULATION O 1/2" GWB CEILING 1/2" GWB CEILING 2"CLOSED CELL FOAM + R-19 Z CONTINUOUS ROOF OVERHANG CONTINUOUS ROOF OVERHANG `� \� UNFACED BATTw VERSATEX SOFFIT VERSATEX SOFFIT NEW 2X10 CJ @ ^ 16"O/C - -- w Lo F WALL AT ADDITION EXTENSION FLOORS " - –II f N mGYPSU BOARD CEM T W NEW ENGINEERED WOOD FLOORING '!! Z 2 M (CEMENT BOARD AT ET NEW 2X10 CJ @ 16"O/C ' , ��( I I O AREAS) T&G PLYWOOD SUBFLOOR NAILED AND _ _ 2 I 2X6 STUD @16" OC.WITH GLUED - AUG 7 201$ L--= >- SEE DWG FOR INSULATION FJ AS NOTEDs ) I j Z 2X4 INTERIOR STUDS @16" O/C WITH SEE DWG FOR INSULATIONLU 2"CLOSED CELErH 'AM".+ _ 1 Q LU LU SOUND INSULATION AT BATH PERIMETER SHEATHING AS NOTED BATHROOM FLOORS _ ___ _ _ _ R-1'3 UNFACEQiuATf Lnist^Fs_-_ —_, �_ � V LuO NEW SIDING CERAMIC TILES ON 2"CLOSED CELL FOAM � Q O EXTERIOR TRIM BY VERSATEX INCLUDING 'CEMENT BOARD ON _—__ - = 9 w O U CASINGS, CORNER BOARDS, RAKES, FASCIA, T&G PLYWOOD SUBFLOOR NAILED ANDao o AR TYPICAL ALL 2X4 WALLS: O O ~ SOFFITS,CROWNS GLUED 1W 1O O FJ AS NOTED 3 1„CLOSED CELL FOAM OL- CV U CEMENT BOARD AT CELLAR SEE DWG FOR INSULATION 1 8'METAL STUD ON THE FLAT IN CELLAR (2)1 18'LVL RIGID FOAM INSULATION BETWEEN STUDS �t QF N�:la.y • 2j-”METAL STUDS AT INTERIOR CELLAR WALLS CONCRETE FOUNDATION WALL AS NOTED NEW TSI 21}0 11 s FJ @ 16"O/C O I; lid o Q 12,2 3 2'CLOSED F- Q gc CELL FOAM 'c� r � 19 w UJ 00 L6 �- (3)14"X74' LVL ao O Q O r i Lo Q NEW (2) 1 4'X 9 4" LVL COLLAR TIE`' �' a 2"CLOSED CELL FOAM U U BOXED OUT IN 4'MDF DRa I G ss �211111„ I EXISTING 2X8!l' FJ @ 16"O/C ;li NEW 2X8 FJ @ 12"O/C 12.04.17 FOR PERMIT 10.18.17 FOR PERMIT 1 { 3 1 2X 7:" LUL - I ; (2)7 4' LVL AT INNER 8NEW 1 5"METAL STUD ON THE A G SCA LE O '=1'0 i ! 4 + (2)$'�F,P ;PERIMETER OF EXISTING ! o FLAT WITH 2" RIGID FOAMDRAWINGNAM I i ! ; ' FOUNDATION WALL _ INSULATION BUILDING SECTIONS I NEW SLAB 8" BELOW EXISTING ADJACENT SLAB - { EXISTING 2X8 FJ @ i I NEW 8X22 (8X16 TYP) FOOTING DRAWINGNO. --- 16' O/ � - -- - -- - ------ ---- -- - - —} I c s BUILDING SECTION A 2 BUILDING SECTION B ® , CALE:#-=1-0 CALE:a-=1`-0" PROJECT- A - l.� H- ? Q O 1 V) cle) Z o, O p I•- Z p W Q W LL p F- C7 WN 0QO o- OU 1- o � CLNU ARCHITECT • 5/8"0 X 12"LONG GALV.ANCHOR BOLTS r W O AT 28"O.C.MAX., 12"MAX.FROM CORNERS G OF ��` J U • 2X8 ACQ SILL �• ;a F- `. 2X6 WALL STUDS 16"OC 4"0 STEEL PIPE COLUMN ^���,' < Q 2X8 RIM JOIST — N 12"x 1 T X ' FJ BASE PLATE i- W V L0 Z� W�� vim. �� ��•; J 00 COPPER TERMITE SHIELD o ,�MIN. �7 ` nig �'� Q < O ' �` RO�FSSIONP�' Q "'• U 0 8„ GRADE(SLOPE DRA G ISS o AWAY FROM ° BUILDING 276 MIN. 10' b 4-g'0 Anchor Bolts EXPANSION JOINT AND JOINT SEALER x FROM BUILDING) 'Steel Base Plate 4,000 PSI Non Shrink o DAMP PROOFING X z Grout Pedestal 4'PC SLAB WITH 6X6 4 2X4 KEY WITH BENTONITE Q'= :, *- ,;. ;'-' W AXW1.4 WWM TAPE WATER STOP 6'' o • ' `c-` '1. _a; ;„•`' �^ 10.18.17 FOR PERMIT DRAWING 0 si_.;r�_'`�:a:,:;til'.;.:.:,'f' :+':�lnr.r= _`t, h.=.TT `ar •:d• •' :' '{ � - ?a SCALE AS NOTED AIL FOOTING TO BE PLACED #5 REINFORCING $ K O DRAWING AME 16” ON UNDISTURBED SOIL RODS AT IT O.C. a' ... <' ''' 0 DETAILS EACH WAY(TYP.) 10 MIL POLYETHYLENE VAPOR RETARDER 3" 12' IT X U COMPATIBLE GRANULAR FILL (2) NO.S-60 KSI REBAR 3'-0"(OR AS NOTED ON PLANS) DRAWING NO. • NEW FOUNDATION DETAIL - TYPICAL 2 ISOLATED FOOTING DETAIL - TYPICAL CALE FCALE 1'_ V) Z O AF1E O TOP PLA Z W OR HEAD 06 LO SIMPSON LSTA36 STR Z co co SIMPSON MTS30 RAFTER STRAP OR O Simpson LSTA30 Ridge A AT EACH RAFTER TAIL t 0 Strap at each Rafter SIMPSON HZ5A RAFTER TAIL TOp�TOP �j Z SIMPSON H2.5A TTP Q Uj � H2A CONNECTO O STU TP PLATE PLATE TO STUD N W SIMPSON H2A HURRICANE TIES 2-SIMPSON H2.5A HURRICANE V) O AT EACH RAFTER TAIL(INSTALLED TIES AT EACH RAFTER TAIL TYPICAL WINDOW AND DOOR HEADER STRAPPING DETAIL EACH CORNER O ¢ _ ON EXTERIOR SIDE ONLY) (INSTALLED ON INTERIOR SIDE 2 12. OU ONLY) CALE: NTS O O a� NU RCHI TU BOTTOM PLATE WO RIM JO ~ J t PLAATPE Q V -0 W @) La Simpson ST22 Shap Z W 00 at every other studJ RAFtERS O 1-- O Typical 2nd Floor L� Strapping Detail V-CUT SHEAR BLOCKI Q 0 d 0 (� 1p DRAWING ISSUE 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. TJI FJ 0 16'O.C. X Y 10 18.17 FOR PERMIT ' SIMPSON LSTA36 DRAWINGSCALE SEE FOUNDATION DErAILSI I S1RA "'^'� AS NOTED I I SIMPSOSTRAP Y2 (3"MAX.) of N �, AD ETA I LS Typical Wall and y2 Sill Strapping C010 Detail MAXIMUM ALLOWABLE V-CUT , I SHEAR BLOCKING AND VENTILATION HOLES RA o QFESStO�P�' TYPICAL BUILDING SECTION - STRAPPING DETAILS 3 SHEAR BLOCKING - STRAPPING DETAILS , CALL: NQi NTS r 5 S.C.T.M. NO. DISTRICT: 1000 SECTION: 136 BLOCK: 1 LOT(S):50 No �O 5 o N co 61 IDAL WETLANDS BOUNDARY �' AS DELINEATED BY o '� O�R D EN—CONSULTANTS FE. 03-27-18 0.11S 00 . ' Q'29 �qGf.. 4 1` 1' Z 6 to 8 EL 11.0 ' 10 EL 11.2 \\3.7 EL 11.7 EL 11.9 12 AP,PRO�E® BY BOARD.OF TRUSTEES TOWN-OF SOUTHOLEI EL 12.8 EL 12.7 10.4' ®ATE 6cqVp 17, -2029 28.4' N WOOD DECK Dryi 10.3' 24.4' :EXISTING::. wooD o 1 STY...:, : : STOOP FRM. .:. 6WELLING: : er DRAINAGE CALCULATION #260 ;::• 6. _ 1ST AND 2ND FLR ADDITION: 585 S.F. DRYS co 585 x 0.166 =97.11 CF REQ. / I DRY (1) 8' DIA x 3' DEEP DRY WELL: 132 C.F. PROVIDED ^' PROPOSED 2ND FLR. ADDITION 24.4' �,70' ►►►��' PROPOSED 1ST & 2ND FLR. ADDITION /co EL 12.9 23 7 n 10.0 /� 15.1 Gz1 w EL 14.0M � o � o � 91D 9 to co z STONEAUG Z7 201 DRIVEWAY MON FD 02sADD TOPO 07-11-18 EL 12.7 0.2E ADD WETLANDS/ELEV. 04-25-18 730.72' 09, W 4 .00 PROP. ADDITION 09-14-17 SaritholdTotivn N 07°58' UPDATE SURVEY 11-02-10 Board of Trustees THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL NYT 7 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 9,830 S.F. OR 0.23 ACRES OAK (50 ) STREE ELEVA77ON DATUM: NAVD88�—Y� UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A 140LA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING,INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE SIRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 12 & 13 CERTIFIED TO: STEVEN STARROFF; MAP OF: EUGENE HEIGHTS NANCY RICKLES; FILED: OCTOMBER 29, 1928 AS #856 AQUEBOGUE ABSTRACT; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PUC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE # 10-58 SCALE: 1"=20' DATE: JUNE 15, 2010 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk r v.' f Town Hall Annex Michael J. Domino, resident r�� y�� John M. Bredemeyer, III, Vice-President y 54375 Route 25 Glenn Goldsmith o ,i P.O. Box 1179 A Nicholas Krupski Southold, NY 11971 Greg Williams �1 '' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES )O.ZE.I 9 TOWN OF SOUTHOLD TO. STEVEN STARROFF & NANCY RICKLES Please be advised that your application dated August 27, 2018 has been reviewed by this Board at the regular meeting of October 17, 2018 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50 00) 1St Day of Construction ($50.00) '/z Constructed ($50.00) xx Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit: Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY. Michael J. Domino, President Board of Trustees Michael J.Domino,Presi__... o�0$UFFcoG Town Hall Annex John M. Bredemeyer III,Vice-President Z� 54375 Route 25 Glenn Goldsmith GOP.O.Box 1179 ZZ A.Nicholas Krupski � ® Southold,NY 11971 Greg Williams ��l?, p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 0/9 Completed in field by: /U�Xr4&,� STEVEN STARROFF & NANCY RICKLES request a Wetland Permit for the existing 24.4' wide by 40.4' long one-story dwelling and to construct an 11.9' wide by 23.7' long two-story addition onto the landward side of dwelling; and to construct a 23.7' wide by 24.3' long second-story addition onto landward side of existing one-story dwelling. Located: 260 Oak Street, Cutchogue. SCTM# 1000- 136-1-50 CH. 27573 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 ✓ Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: :s .. +6rrwal -IJ11-fe,, fo [WRQ w0fd -5,1& 0/- Ny c�td"k}Q +v Sept. or at� I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: V J. Bredemeyer M. Domino ""'G. Goldsmith N. Krupski v""G. Williams Other ���y.y In� t `fir � .�y� ',1`�; r� � r r s s� F'► . �1 . it --' <`t,. r � 3. #P .� ��,,, ,� • . .. _ - - , . +`��Rf"• t� •' � :Yo- �` Q� •� � �� _ . .. w9�a.i. ����� y, '(, ''K�� '�`'�'.. a �...a r:' .p u(� ^'!k�. Ts•..: '7�Q+R•'� �'!- r,` '-' .. r r ff • " T� w - t - - l NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 # SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F.(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT July 31, 2018 Steve Starroff and Nancy Rickles 260 Oak St. --Gutchogue!NY--11-935 Re: DEC#: 1-4738-04605100001 260 Oak St. Cutchogue, NY 11935 SCTM# 1000-136-1-50 Dear Mr. Starroff and Ms. Rickles: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property located landward of the line labeled"Top of Bank,"as shown on the survey prepared by Kenneth M.Woychuk last revised July 11,2018,is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands,Land Use Regulations (6NYCRR Part 661) r,Jo permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator sla cc: Tom Quarty MHP E ID AUG 7 2018 NEW YORK Departmentof OPPoa UMTY Environmental ` `--` T Conservation Southold 10'm Board of Trustees ,_.._..J a F '4 a SEP• _ � .. ai'-an n m TA''la 1 a iP(�l G 9 AIiF o o C R j'' '' �J _ O K ar souWOLO SEMON NO E _ "' '" """ ------ — -- NOME COUNTYOFSUFFOLK C �.. °�.e.:_zz--� C?+l, Real Property Tau Service Agency y _ _1.,._�e����a`e".�"�o � :3��.=�-�'`P�""®,,.1,�`v':+�;� 'F'_." iHitii'al'�i�i�Yil•:i'rro� "' �� �����..�..,:vaffrvrcc�.mmr ._�. da;.a+,ma �a .�,. on`v:e� a.::•r '�: r ' _ m OFFICE LOCATION: o��fjF SD(/ryOl MAILING ADDRESS: Town Hall Annex ~ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Sell- �pQ Telephone: 631765-1938 Southold, NY 11971 O Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM' TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: October 16, 2018 Re: Local Waterfront Coastal Consistency Review for SCTM# 1000-136-1-50 STEVEN STARROFF & NANCY RICKLES request a Wetland Permit for the existing 24.4' wide by 40.4' long one-story dwelling and to construct an 11.9' wide by 23.7' long two-story addition onto the landward side of dwelling; and to construct a 23.7'wide by 24.3' long second-story addition onto landward side of existing one-story dwelling. Located: 260 Oak Street, Cutchogue. SCTM# 1000-136-1-50 The proposed action has been reviewed to Chapter 268-, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following: 1. Require an assessment that the existing wastewater sanitary'system is functional. If an upgrade is necessary, the installation of an I/A OWTS is recommended due to the proximity of the parcel to surface waters. Funding is available to property owners who replace conventional wastewater systems. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney J a Peter Young,Chairman H Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 i► ���" Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Mon., October 15, 2018 the following recommendation was made: Moved by Peter Meeker, seconded by John Stein, it was RESOLVED to SUPPORT the application of STEVEN STARROFF & NANCY RICKLES to construct first and second floor additions to the existing dwelling. Located: 260 Oak St., Cutchogue. SCTM#136-1-50 Inspected by: John Stein, Peter Meeker Vote of Council: Ayes: All Motion Carried Michael J. Domino, President I COTown Hall Annex John M. Bredemeyer, III, Vice-President � 54375 Route 25 Glenn Goldsmith az P.O. Box 1179 A Nicholas KrupskiGreg Williams dao Telephorf '� � Fax (631) 765-6641 SOUTHOLD TOWN BOARD OF TRUSTE 810z I z say TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS SCTM#: 136- Property 36 Property Owner Name: Date Sent to Bldg. Dept: 31 2_71 The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? V.,/ Will the proposed project require a variance determination from the Zoning Board of Appeals? u// Will any part of this application be considered a Demolition as described under Town Code? COMMENTS: 019AA411 N Signature of eviewer Date Michael J.Domino,President rjf SUUTTown Hall Annex John M.Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Q Telephone(631) 765-1892 Greg Williams O! IoDUN'f`I,yFax(631) 765-6641�c� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office,Use Only _/ Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extension Received Application: 81x37/9 Received Fee: $ 23D, YCompleted Application: 19-71 Incomplete: V SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): q, 51 C' I t� �LLWRP Consistency Asses�s,�hent Form Sent: ' - ID �. a/ CAC Referral Sent: I 126,19 Date of Inspection: 10,1049 AUG 2 7 20M Receipt of CAC Report: —74 Technical Review: Southold Town Public Hearing Held: M1719 Board of Trustees Resolution: Owner(s) Legal Name of Property (as shown on Deed): 5 -A)57 gf W-Q frK c' �ICuG�'S Mailing Address: 9CO 0 m l '5 r A_9_r, G ��� �� Al Y /1 �3 S� Phone Number: S_l 6 —Vq(` 5-3 C ._ Suffolk County Tax Map Number: 1000 - 3 f SO Property Location: C, 6 O k L5 !K I' fl__ Cw y (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): Mailing Address: C v Phone Number: �1 Board of Trustees Appl: `;,tion r GENERAL DATA Land Area(in square feet): 8`3 O Area Zoning: S( p1q,1y-04 0--. Previous use of property: �— Intended use of property: S �`i✓J��/a"� Covenants and Restrictions on property? Yes '� No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes ✓ No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? ✓ Yes No Prior permits/approvals for site improvements: Agency Date V No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? v/ No Yes If yes, provide explanation: Project Description (use attachments if necessary): StS Alpq cL�uc 4�s£p 5o euS fv A'D�� 1"!�/✓ � �/� S j 1%L�r D� �-- ���1 i l� ti �� S"�-C©�/® �L.��b� �Kr£�� ,' Q�� ►� S /� ©—� 'S� ale q ��w�,�� SAO 4- '5�"P S'PA 70 6VUE1 d .,Pf -3 ® zo4lG °f- Board of Trustees AppL Ltion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: M17-14N Area of wetlands on lot: �r3 d square feet Percent coverage of lot: /S % Closest distance between nearest existing structure and upland edge of wetlands: ® feet Closest distance between nearest proposed structure and upland edge of wetlands: J ffl­" feet Does the project involve excavation'or filling? No Yes If yes, how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: V>4 0 U TA1"'C Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason,of such proposed operations (use attachments if appropriate): N10 tif 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information /V Name of Action or Project: Project Location(describe,and attach a location map): �.Co OAR s'R££�i Cv rc�aG-vim wy /i 93 10©0- 1 —1750 Brief Description of Proposed Action: /if S1 is'L0 �Z DD k s£co'-Jp rZ0C9'< Name of Applicant or Sponsor: Telephone: , '34 �)ioir+/ E-Mail: -r33Iota - t �W490• Address- 57 �5; 7- City/PO: State: Zip Code: C �ITCk0 G-U E 4 Y I A/V /1 '73.r 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? ❑ If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: El+D EG Aft'/J—J dk15 d t C 1/0 r✓ leTVA A-T7 4G14.�-: 3.a.Total acreage of the site of the proposed action? e acres b.Total acreage to be physically disturbed? c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? / Hetes 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural (non-agriculture) ❑Industrial ❑CommercialResidential (suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ fel ❑ b.Consistent with the adopted comprehensive plan? ❑ © ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ Z 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ® ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and teghn��i : �� El%"ew IUA-� Al AC NSW �►/SV 411-`�"i&I , &.171, 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? �/j ❑ b.Is the proposed action located in an archeological sensitive area? u ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? Er F-1— If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland El Urban R(Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? H/ ❑ 16.is the project site located in the 100 year flood plain? NO YES V/ 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? L!fj NO ❑YES ❑ ❑ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: O� L ❑NO RYES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑I ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Z ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spons me: ,��'£�s'H/ SIr Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part l and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small, to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning El 1:1regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El 1:1establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate F-1 El available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, F]architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 r ` � LL No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage El 1:1problems? 11. Will the proposed action create a hazard to environmental resources or human health? FI Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant',adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Appl; ',tion AFFIDAVIT S-'Grids,J S , A+tucY 9 I Gk(BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREEIROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signakdrwroperty Wrier Signature of erty Owner SWORN TO BEFORE ME THIS DAY OF , 20 4el Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. O1 D1475593 Qualified In Suffolk County My Commission Expires April 30, 2022 1 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. _ YOUR NAME. 61mo it /�I� ST�tJ irjfJ lQ Kk C�S� /)/SNC y (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means-a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 501( of th shares. YES NO If you answered"YES",comple�balanthis form and date and sign where indicated. Name of person employed by thold Title or position of that pe afr Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of ares of the corporate stock of the applicant (when the applicant is a co tion); B)the legal or beneficial ner of any interest in a non-corporate entity(when the applicant isnot rporation); C)an officer, ctor,partner,or employee of the applicant;or D)the ac applicant. DESCRIPTION OF RELATIONSHIP Submitted thi qday ofI"VST 20 Signature Print Nam Form TS 1 x 4 i Michael J.Domino,President o�QSUFI:o�,�eaG Town Hall Annex John M.Bredemeyer I11,Vice-President 61 %, 54375 Route 25 Glenn Goldsmith coz P.O.Box 1179 A.Nicholas Krupski - Southold,NY 11971 Greg Williams ?'�Ol �apl Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of STEVEN STARROFF &NANCY RICKLES COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, 5�'CUW residing at/dba 2160 OAR CVTCAy (0Z /yY /1 °1 -? being duly sworn, depose and say: That on the 7 day of 0G`7-0, fje, 201bR,I personally posted the property known as by placing the Board of Trustees ofticial poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 17,2018. Dated: (si to #T Sworn to before me this IN day of 4r 201 ' DIANE DISAIYO '�lLpPj NOTARY PUBLIC-STATE OF NEW YORK Notary Public No. OI D1473593 ®u01111ed In Suttolk County My COmm1/8ion Expires Aprll 30. 20 zx- PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS TAX NAP PARCEL NUMBER CURRENT OWNERS NAME CURRENT OWNERS ADDRESS Name: Address: 136.-1-51 Lang Erna Trust 220 Oak St Cutchogue, NY 11935 x?7e ye�Tsx7C arx ac.. —.•..���=xxx 136.-1-49 Pfanner Andreas 128 Newten St Apt PH Brooklyn, NY 11222 136.-1-24.2 Pfanner Andreas 2725 Harbor Ln Cutchogue, NY 11935 STATE OF NEW YORK COUNTY OF SUFFOLK Ljifj ���Pl ��,residing at 6 ®,4-,r( J_''r e C F q C.b TGh,9 C-UE being duly sworn,deposes and says that on the IV day of GGro ,20/Sr, deponent mailed a-true copy of the Notice set forth in the Board of Trustees Application,directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set _ opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at C v TC_ti ©Gy�F_- N V ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. i Sworn to before me this 114h Day of OcnWk '20 i i Notary Public DIANE DIJALVO NOTARY PUBLIC-STATE OF NEW YORK No. O1 D1475593 Qualified In Suffolk Ctunfy My Commisslon Expires April 30, 20 Z" V. Postal Servicen" ■ , MAIL@ ■ ■ C� M Domestic Mail Only' M1T E f m .BR, OKLYh, Y,B?,2 . A L - . z .;� -a Certified Mad Fee $3.451 1 Lr) Extra services&Fees(checkbox,addfee E] areW Return M-V 1 ,+ ReturnReceipt(hardcopy) $ 4, r9 ❑ReturnReceipt(electronic) $ f�Stmark, C3 ❑Certified Mall Restricted Delivery $ Hare (L Q []Adult Signature Required $ n, CO C3 E]Adult Signature Restricted Delivery$ Op� .�""y"'p. "I M Postage r-9 $1.50 D' Total Postage and Fees 10/04/2018 0 $ $6.7O Sent To --- 1- - /'---- -------HT' ---------- - - - �treet andA t No.,-- O B No. -------�'w 7'-o - ---'R- l� ------------------------------ '��-D�Itc.� RECEIPTD,April 2015 PSN 7530-02-000-9047 See Reverse for Instructions U.S. Postal Seyvice-r,, CERTIFIED MAILT. i h- D. .•. E' R' ffO'w 435 L j .,E .o 1, O ru Postag 45 Certified Fee $0.00 �`O mark j C3 Return Receipt Fee CO C3 (Endorsement Required) $0.00 w 1 Restricted Delivery Fee (Endorsement Required) i CO p Total Postage&Fees Z rr1 $6. `Llly Sent To LAO k/0 m -=--- — --- ------ --- -- ------- --- ---------------------------- 0 Street Apt.No.; it;O a�A IY� -- - or PO Box No. I`- City State.ZIP+4 ---- Co-rdu 6-v Y i� 735- RECEIPTPS Form 3800,August 2006 See Reverse for instructionsU.S. Postal Serv.icleT. CERTIFIED M:AfLTr,, O (Domestic Only; Lr] man ru IpGUE7N .tip . 4- 'ru l O Posh.445 435 °^ �� 9 �3 ! Certified Fee �� $O:ID ` � i O Return Receipt Fee $U. Postmar <a t Q (Endorsement Required) $0.00 He � Restricted Delivery Fee $10�00 O A Co O (Endorsement Required) {!1 I $U. O Total Postage&Fees �. • M tr-R ------- ----------------------- ----------------------------�--------- Street Apt.No,; �'"""'-""'- � or PO BoxNo. 9 7 2 E �ll /1 l g, GAyi !r` - Y --- [-7-([- Cdy State,Z/5+4 PS Form 3800.j'August 2006 See Reverse for InstructiO " r PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS Name: 13 es ter-, = .A FCC a.F►1 tS oxnd= C'Pr a 6- N.�crr r eis , STATE OF NEW YORK COUNTY OF SUFFOLK , residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice t set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by CERTIFIED MAILIRETURN RECEIPT. ii Sworn to before me this Day of 120 i Notary Public N UTIL 't U1 Ht: ARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: STEVEN STARROFF & NANCY RICKLES SUBJECT OF PUBLIC HEARING : For a Wetland Permit for the existing 24.4' wide by 40.4' long one-story dwelling and to construct an 11 .9' wide by 23.7' long two-story addition onto the landward side of dwelling ; and to construct a 23.7' wide by 24.3' long second-story addition onto landward side of existing one-story dwelling. Located :, 260 Oak Street, Cutchogue. SCTM# 1000-136-1 -50 TIME & DATE OF PUBLIC HEARING : Wednesday, October 17, 2018 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its sigdficant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 _ 136 - 1 -- 5D PROJECT NAME A DOl l �� QHS/Og s/e The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. 2 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: Nature and extent of action, 7 0 s--def-,r S'/Q f- 4-�- P �� L- Location of action: 0 ®A Cri�v-'Lc) Site acreage: /, '930 5-F 3 Present land use: eS / ®S/L/C L Present zoning classification: ��- 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of'applicant: 5r�t/CA) cS i)W leerr-' -i- tj� C (b) Mailing address: )-CO STJP£GT, C I/)"04(J C- ,-J � /l �/3 f (c) Telephone number: Area Code( ) fg —qq4. 'Jr36 S— (d) Application number,if any: N/ q Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No 2 If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ®(Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Poli 'es Pages 3 through 6 for evaluation criteria ElYes ❑ No ' Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LVV P Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No [?rNot Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 1:1Yes ❑ No u Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ �A Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold.-See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No (Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No [Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria ❑ YeO No u Not Applicable Attach additional sheets if necessary F WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No RNot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town,waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. El Yes El No U Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evalu tion criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY 5T-TLJ GZJ S TITLE d U//L) < DATE �� 3