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HomeMy WebLinkAboutTR-10464 Glenn Goldsmith, President q rjTown Hall Annex F s�d°/,� 54375 Route 25 A. Nicholas Krupski,Vice President ,�® ®�® P.O. Box 1179 Eric Sepenoski E Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax (631) 765-6641 UNIII BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction '/z constructed When project complete, call for compliance inspection; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10464 DATE: SEPTEMBER 13,2023 ISSUED TO: 1280 COREY CREEK,LLC c/o RICH CORAZZINI PROPERTY ADDRESS: 1280 COREY CREEK LANE,SOUTHOLD- SCTM# 1000-78-4-17 3R- {J AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in �x. rt accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 13. 2023 and inconsideration of application fee in the sum of$250.00 paid by 1280 Corey Creek,LLQ 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 to demolish the existing single-story dwelling and construct a two-story,single-family dwelling with a 1,755sq.ft. first floor,a 227sq.ft. attached garage,a 1,005sq.ft. second floor,and a 4 2,211sq.ft, foundation having a crawl space with a height of 21 5'1," and beginning a,gradeelevation; it will be installed with the eastern dimensions of 30'53/4"x34'9" and the western dimensions of 32'3"x27'11V,."; a 130sq.ft. front covered porch with steps to ground; a 22'x141 patio installed off the east R side with a 141x121 covered masonry patio and a 14'x101 uncovered patio section; two sets of 9'x3' wood landings,stairs and railings to be installed on the south side of dwelling; remove existing sanitary system and install an I/A style system at the north side of dwelling with contours being,refined for an installation that minimizes the slope of the grade; construct a waterproof retaining wall to the north of the proposed g I/A system with the dimensions 501 x 33/411 x 5'; three roof drains and two trench drains to be installed to -2 - contain storm-water runoff, install a silt fence to surround the property until final stabilization is -Turf Buffer area along the landward complete; establish and perpetually maintain a 15'to 30'wide Non K' edge of vegetated wetlands with a 4'wide access path through buffer to be planted with native salt k' tolerant plantings that include 25 Beach Rose plants, 175 Switcligrass plantings,and 185 evening primrose plantings; and install a fence around the Non-Turf Buffer area; with the condition that all retaining walls are minimized to no higher than 24"; that the non-turf buffer fence be re-labelled as a e`'+ 66split-rail" fence; and as depicted on the revised site plan prepared by Islandwide Engineering&Land Surveying,received on September 25,2023,and stamped approved on September 25,2023. 1111 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. V __Z" ru 44 ge ..M"xok' TERMS AND CONDITIONS The Permittee 1280 Corey Creek LLC c/o Rich Corazzini residing at 1280 Corey Creek Lane, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. S. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right.to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Town Hall Annex Glenn Goldsmith,President ®��®F `�®�lj�®� 54375 Route 25 A.Nicholas Krupski,Vice President .` ® P.O. Box 1179 Eric Sepenoski ! Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 25, 2023 Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 RE: 1280 COREY CREEK LLC c/o RICH CORAZZINI 1280 COREY CREEK LANE, SOUTHOLD SCTM# 1000-78-4-17 Dear Mr. Patanjo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 13, 2023 regarding the above matter: WHEREAS, Jeffrey Patanjo on behalf of 1280 COREY CREEK LLC c/o RICH CORAZZINI 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 October 12, 2022, 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 September 13, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, J 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of 1280 COREY CREEK LLC c/o RICH CORAZZINI to demolish the existing single-story dwelling and construct a two-story, single-family dwelling with a 1,755sq.ft. first floor, a 227sq.ft. attached garage, a 1,005sq.ft. second floor, and a 2,211 sq.ft. foundation having a crawl space with a height of 2' 53/4" and beginning at grade elevation; it will be installed with the eastern dimensions of 30'5%,,x34'9" and the western dimensions of 32'3"x27'11'/2"; a 130sq.ft. front covered porch with steps to ground; a 22'x14' patio installed off the east side with a 14'x12' covered masonry patio and a 14'x10' uncovered patio section; two sets of 9'x3'wood landings, stairs and railings to be installed on the south side of dwelling; remove existing sanitary system and install an I/A style system at the north side of dwelling with contours being refined for an installation that minimizes the slope of the grade; construct a waterproof retaining wall to the north of the proposed I/A system with the dimensions 50' x 33/" x 5'; three roof drains and two trench drains to be installed to contain storm-water runoff; install a silt fence to surround the property until final stabilization is complete; establish and perpetually maintain a 15' to 30' wide Non-Turf Buffer area along the landward edge of vegetated wetlands with a 4' wide access path through buffer to be planted with native salt tolerant plantings that include 25 Beach Rose plants, 175 Switchgrass plantings, and 185 evening primrose plantings; and install a fence around the Non- Turf Buffer area; with the condition that all retaining walls are minimized to no higher than 24"; that the non-turf buffer fence be re-labelled as a "split-rail" fence; and as depicted on the revised site plan prepared by Islandwide Engineering & Land Surveying, received on September 25, 2023, and stamped approved on September 25, 2023. 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: $50.00 Very truly yours, 14— 4" Glenn Goldsmith President, Board of Trustees z -SITE PLAN LOT 15 PROPOSED ROOF MAP OF DRAIN DRYWELL RP-3) COREY CREEK ESTATES , LOT 14 ELEV 5.25' EXISTING SANITARY SITUATE 00 SYSTEM TO REMOVED Z U CD REMOVE 96 SF SHED r 6.8' AT BAMEW w 00 PRIVATE RIVATE W'ELyL WATER y� :":t'..:.-:.I,_-: ..'_-: w 7 1/` �NC"i�l•,�1 Lc. w - n6 `� Z AREA of REMOVE EXISTING WALL TOWN OF SOUTHOLD NON-DISTURBANCE R 7 rDW1, PROPOSED U.G.ELECTRIC AND AIR SUFFOLK COUNTY, NEW YORK �0� Y� \ � a 04•76 HOSE FOR HYDROACTION SEPTIC TANK FILED: AUGUST 15, 1967 PROPOSED HYDROACTION MAP No: 49231 O /11!O0 ABANDONQ w a 1 1r \ 500 TREATMENT UNIT AN SCTM: 1000-078-04-017yAdOS BOUNDARY* WELL YPROPOSED WATERPROOFED BY RETAINING WALL(TW=7.6)AS DLL11E1ED1 I PROPOSED CONTOURSEN-CO."'SULTANTS V] I 1 I'-19-18' y y ` Gr IGo I ran (I! 11 I 1 I y yy y yy yv yy y y y y y v y1:>::::.•::•_::;•::., :•..-a:'IE.::`.•:'.X.:•;:•:•;•::; 1r , ` hELEV 5.40' :.:...:34 ; \\ �\ \\\ C.O9 - `1.1 OUTLINE OF 10' IPROPOSED c c aEXISTING RESIDENCE' PROPOSED 9— SANITARY ALARMs o e oS 'ELECTRIC SERVICETO BE DEMOLISHED TESTCONTROLPANEL HPROPOSED INFILTRATOR a se I I y yyl.. , ono-moi r$ir z� }\� ,51 IN I QUICK4 PLUS m ,°moo •1y I V :7 I y y ;n y :.. .i.;:; ! `, mA-� 0 O y ^ w shy 8FS _ I' ' 1G \ Q 3�' m s �'�Tmo ` _ 36. I : $ rca ga�C Gi 1 I y PROPOSED a 2 W , 1 'MI o o 1 y t:•': •: :i: Il n�rn lAG'. �E\ Y�E�:-BY v SILT FENCE y p0 \;EM A ~ 0 ► O �; �s ;\ \ Qq ` K s. ELEV 5.15' Y 1 r y m. I.� C { �1 y w y y y 1 r i OTTTT�r�V F- I IA_ On J, 1 y y y W yy !'• •••'-A• .± \- PROPOSED �V R1 - fA �. 1 Q y J• y, y I:;.;..::. .1:: j `� 1490 SF <:EtiJA� � OF TRUSTEES iII Iw I'c�'I Ii 1 c.a I II1 y yyy y.Gv,AywtSyy yy yWy y"tiWyC y yy yv yW y y y y Wy �:S'1 2:'6 v:-2':.;`::::�....�.\1:•1:.•.:.:.; "w��\O -t!�"',\•. _<�m" x , .3 GRAVEL tPROPOSED SPLIT RAIL FENCE DRIVEWAY Y TN QJ aW- F` ,x O'MIN I TOV ! OF SOUT ®LDp ELEV 5.11' 44` \ 8• ^ R 1.47 6 ED WO) O p6-w� IL PROPOSED6-N 0 LU z V DRAIN ttj 0 Z NWIDE PATH TO =i . T mM RAISED fDW2 coo WALKWAY°1 DW3 VJ o, p y ♦ r.:;. �. 1\1 \my I i I1 y yy yy y y �i'..•:;.- '..:':'-:':: � • W42708LOT AREA 29,709 SIF 0.682 AC �\ PROPOSED \'�—\'] /� i I 1 y y y y y y { ..i•:�:-:� •:. •: ..'_:.• � - � 6°PVC PIPE �I u :;•:S'.;. ___ _ ===-=8' ,0' IN-\ TO DRYWELL u> 1 11 1 y y y EXISTING CONTOURS�yI C 7 :;:: -- - (TYf'-5) L� z j y 6'.0. '. nu ww—wr .v-••- I / Z V7! 2 —1 J T WATER 08°55J� tf T / 2 PROPOSED z g a MAIN 38'TRENCH DRAIN ELEV 5.0' ` w LOT 27 EXISTING PIER LINE PROPOSED PROPOSED 1 PRIVATE WELL WATER 1 WATER BELGIUM PROPOSED I SERVICE BLOCK CURB 123 SF GRAVEL Q) F--1 N �` m _ wQw WALKWAY PROPOSED NON-TURF BUFFER TO lcl� �� 223 0 15 3O BE PLANTED.WIDTH VARIES FROM A E15'-30'.SEE MITIGATION PLAN,THIS SHEET. MITIGATION PLAN NOTES: EY CRE Southold Town 25-RV I 1. ELEVATION DATA BASED ON NAVD 1988Board of Trustees PROPOSED 2 STORY COVERED 235-PV 2. NO NEIGHBORING WELL WITHIN 150'OF PROPOSED Cog -- - - --- - SINGLE FAMILY PATIO SANITARY SYSTEM. �..4 , DWELLING(4 BED) j 3. EXISTING SANITARY SYSTEM TO BE REMOVED. 4 PROPOSED FILL FOR -60 CUBIC YARDS. - PROPOSEDNON-TURF ;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, SITESYSTEM DESIGN (INFILTRATOR! In W BUFFERFENCE cars sffrs 200-OB 4 BEDROOM=440 GALIDAY Q Z H � EXIST.GRD=B.O(2022 WICKS SURVEY) 61 LF REQUIRED W Y 62 LF PROVIDEDY D.0'-D.3' TOP SOIL PT W U C' 03-1.5 BROWN W>¢p 3 I SILTY SAND SM _ a w PERCENT LOT COVERAGE >-0 0 • a 1.5'-0.5' PALE BROWN i Z/19 LU h�'i' 'a'WIDE PATH TO SAND&GRAVEL SP DESCRIPTION OF LOT C) AREA (%)OFLDTCOVERAGE 916 U1 51 RAISED WALKWAY a j 0 4S'-7.0' BROWN TOTAL LOT AREA 29,709 SF (Oj a a 1 SAND&GRAVEL SP HIGHEST EXPECTED WATER GROUND WATER EL 2.0 ADJACENT AREA(UPLAND) 13,570 SF 100% MAP,q 9 t00c O' j j a 9 GROUND WATER EL 1.0 MAX.ALLOWABLE COVERAGE 2,714 SF 20°,b N a a ¢r a 7.0'-12.0' WET BROWN SP 10 SAND BORING BY:ROY K.REISSIG,PE PROPOSED LOT COVERAGE ADJACENT TAKEN ON:FEBRUARY 17,2022 HOUSE&GARAGE 1,982 SF 14.6% QUANTITY 25 RV BOTANICAL NAME COMMON ROSAVIRGINIANA BEACHOSEME 4EI6HT WI 8TH 1 TEST HOLE DATA PATIO 433 SF 3.2% 235 PV PANICUMVIRGATUM SWITCHGRASS 4'-6' 2'-2.5' 1 N.T.S TOTAL LOT COVERAGE 2,415 SF 17.8% 200 OB OENOTHERABIENNIS EVENING PRIMROSE T-5' 2'-3' z TSTONE VENEER CHOSEN BY OWNER �• �� aJj��/�A' 1 � 2 073.0000 00 1 °.'.• 70Y54,2500 6� • LLl Z c9 U z Q Go LIQUID APPLIED 024.5010 z S O W y WATERPROOFING MEMBRANE 024.8750 Lj 0, `-O rr���T7711 VARIES . 95@14' 24.8750 �/d� Q 1 _ 115@14" ♦ ` z WATERSTOP �+—36'TRENCH WIDTH--� ': �1� ": -�;i _e -''o, ;�'•"- 1 V CLEAR 0!4.5010 EA� PIPE PENETRATION I_ 3. 3 1, . HOLE LOCATION r 3d 3d INFILTRATOR QUICK CAP DICK 4 PLUS s RETAINING WALL DETAIL 1 °° ° �T6.D�0 070 D ~ m LL= H57.2500 ai o m 8 w 2 N.T.S lar PLC CONTROL PROVIDE G PANEL WIHP80 SECONDARY PROVIDE SAFETY COVER SECONDARY SAFETY COVER PROP.RES. F.F EL 11.0 -03 GROUND ELEVATION 8.0 � CIO GROUND ELEVATION 7.0 INV=7.0 --- 1r MIN.COVER "--�.� W O 10'MIN PROPOSED INFILTRATOR 10'MIN. INS OW NE OUTLET i INV=6.8 HYDRO ACTION IN!y1&5 D-BOX INV=6.45 2ROWS-31'LONG BOTTOM EL 5,9 T I AN500TANK INV--6J WATERPROOFED J B .�l INV=6.4 w EXCAVATE DOWN TO RETAINING WALL. SEE DETAIL NATIVE SAND AND GRAVEL (SEE SOIL BORING) THIS SHEET.. , " F HIGHEST EXPECTED GROUNDWATER EL 2.0 -- zz z a� w✓� Z Z o � N Wg Z a SANITARY SYSTEM PROFILE 2 �° N.T.S W � N �--32.5000° 7.5' 66' F•°'i a �' $g 47.5DOD• �,..1 �W ep �o T2 Vy HYDROACTION TREATMENT UNIT BILL OF MATERIALS Q Z � w C81 DPI -ODOSINGPUMP ITEM P/N DESCRIPTION QTY: MAIN DWELLING ELEC PANEL HA-180056 TANK,AN500 245 NITROGEN REDUCTION 1 ❑ CB2 RPI QUICK ^ 0 RECIRCULATION PUMP A 180055 TANK,AN500 245 PRETREATMENT 1 \ cn DISCONNECT CB 3 NPi-----}-4e-0MIXERPUMP B 100118 COUPLING,4"SCH 35 PVC SXS 1 SWITCH MIDWEST P065PC 240018 FG CONNECTING PANEL 24X19 2 ___EE: C1 PUMP - - __-AIR HOSE POLYLOK20' Ci 160028 ADHESIVE,CARTRIDGE 1 TO DIFFUSER COVER EL 8.00 C2 240031 SCREW,I"410 SELF TAP PPH ZINC 2 e CBSLU ( ) C-^/--- -9 RECIRC11MERENABLED POLYLOK6' D 760066 FASTENER 16X "ATHHCS 1 TO CONTROL P EL CBA -- --°1 L1 RISERS D1 200013 NUT,a"'-16 SS 3 Q g C —. ///��� POLri0K20° D2 200006 WASHER, 16 SS 4 N E5]----- -- HIGHWATERALARM D3 200034 WASHER,SS e'LOCKWASHER 1 W w DISTRIBUTION BOX Y LU> 6Cj----^-•-®- E 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 W U CIRCUIT BREAKER EN DUNGCAP DE F AP600-P AP600 ATU W/PLATFORM COMPLETE 1 W> SPECIFICATIONS T MIN.ABOVE d' LEVELING DEVICE w�0 G EC50-30-LIDO-PLC EC50.30-L-100-PLC 1 _ OUTLET INVERT _ 001- CIRCUIT 0 r- CB A-30 AMP - --^�^FIELDWIRING Z MINA'DIA SDR 35 PVC PIPE Ii 100023 PIPE,4"PVC SCH35 (1)16"LONG �'c O LLI CB 1-20 ANP GROUND MANUFACTURER WIRING —��PITCHED MIN.1/8"PER 1' 1 100023 PIPE,4"PVC SCH35 (1)16"LONG C83-20AMP ---------PNEUMATIC HOSE(FIELD INSTALL) MIN. SDR 35 PVC PIPE INV.=6.45 V J 180111 TEE,STRAIGHT 4"SCH35 1 CB 4-10 AMP PITCHED MIN.1B'PER P K 100023PIPE4"PVC SCH35 (1)10"LONG C85-I OAMP INV.-6.65 MIN.12'COMPACTED SAND OR , PEA GRAVEL LEVELING PAD s WIRING SKETCH s DISTRIBUTION/SAMPLING MANHOLE TYPICAL HYDRO ACTION AN500 DETAIL E C� C l�] C " 2 N.T.S 2 N.T.S 2 N.T.S SE P 2 5 2023 y Southold Town Board of Trustees ��S0FF0(,� o Glenn Goldsmith, President c ��° Gym, Town Trustees A Nicholas Krupski, Vice-President o 54375 Route 25 Eric Sepenoski o y� j P.O. Box 1179 Liz Gillooly o� Southold, NY 11971 Elizabeth Peeples �( '�` �a Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: 1280 COREY CREEK c/o JEFFREY PATANJO Please be advised that your application dated October 12, 2022 has been reviewed by this Board at the regular meeting of September 13, 2023 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project— SILT BOOM Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) 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: Glenn Goldsmith, President Board of Trustees ` EERING ISLANDWIDE I LANDNSURVEYING 751 Coates Ave-Suite 22, Holbrook, NY 11741 September 20,2023 Town of Southold Trustees D Town Hall Annex Building 54375 Rte.25 SEP 2 5 2023 P.O.Box 1179 Southold,NY 11971 Southold Town RE: 1280 COREY CREEK LLC C/O RICH CORAZZINI Board of Trustees 1280 COREY CREEK LANE-SOUTHOLD SCTM No.1000-078-04-17 REVISED PLANS Dear Trustees: We hereby submit one(1)original and three(3)copies of the revised project plans per the request made by the Board of Trustees on September 19,2023. If you should have any questions or require anything further,please do not hesitate to call me at 619-865-2018. Very truly yours, Hailey Jackson Project Engineer ISLANDWIDE ENGINEERING& LAND SURVEYING 751 Coates Ave-Suite 22, Holbrook, NY 11741 September 14,2023 Town of Southold Trustees Town Hall Annex Building 54375 Rte.25 P.O.Box 1179 Southold,NY 11971 RE: 1280 COREY CREEK LLC C/O RICH CORAZZINI 1280 COREY CREEK LANE-SOUTHOLD SCTM No.1000-078-04-17 REVISED PLANS Dear Trustees: We hereby submit one(1)original and three(3)copies of the revised project plans and four(4)copies of the revised project description for the above referenced project approval. Per the request made by the Board of Trustees on September 13,2023,public hearing. If you should have any questions or require anything further,please do not hesitate to call me at 619-865-2018. Very truly yours, lye Hailey Jackson Project Engineer ET" �.i La UP rSEP 1 8 2023 Southold T0'%w Board of Trustees ISLANDWIDE ENGINEERING LAND SURVEYING �� C �C� 751 Coates Ave-Suite 22, Holbrook, NY 11741 QI September 7,2023 SES - 8 2023 RE: 1280 COREY CREEK c/o RICH CORAZZINI Southold Town 1280 COREYCREEK-SOUTHOLD Beard of Trustees SCTM No.1000-078-04-017 PROJECT DESCRIPTION—REVISED 09/07/23 This project includes the removal of the existing single-story residence and the installation of a new two-story single-family dwelling.The existing outline of the residence will be demolished and a new dwelling with a 1,755 SF first floor, a 227 SF garage,a 1,005 SF second floor, and a proposed foundation of 2,211 SF will be constructed. It will have a crawl space with a height of 2'-5%"and beginning at the grade elevation.It will be installed with the eastern dimensions of 30'-534"x34'-9"and the western dimensions of 32'-3"x27'-11%". A 130 SF covered porch will be installed with steps leading down to ground elevation.A 22'-0"x14'-0" patio will be installed off the east side of the family room with a 14'x12' covered masonry patio and a 14'-0"x10'-0"uncovered patio section.Two sets of wood landings,stairs,and railings will be installed on the south side of the house,north of the tidal wetland's boundary(each with dimensions of 9'-0"x3'-0"). This project also includes the removal of the existing conventional sanitary system.It will be replaced with a new low-nitrogen I/A style system placed at the north side of the house with contours being refined for an installation that minimizes the slope of the grade. A waterproof retaining wall will then be added to the north of the proposed I/A system to account for steep changes in grade with the dimensions 50'-0"x0'-334"x5'-0".Three roof drains and two trench drains will be provided to capture all stormwater runoff and a silt fence will surround the property to protect the wetlands until final stabilization is reached. After the project has been stabilized,a 15'-30'wide non-turf buffer zone will be added landward of the tidal wetlands planted with native salt-tolerant plantings and a 4' wide walkway for the raised wood dock. The plantings include 25 Beach Rose plants,175 Switchgrass plantings,and 185 evening primrose plantings.A bufferfence will then be added around the plantings to prevent mowing. z � Im SITE PLAN LOT 15 � �� PROPOSED ROOF MAP OF Q J z� 01nIN aRvwELL EYES, COREY CREEK ESTATES � z EXISTINcsANIrARr SITUATE LOT 14 ELEV 5zs' SYSTEM TO RE MOVED AT BAYVIEW W U REMOVE 96 SF SHED- 1 Z D, pRrvnrE WELL WATERo cS TOWN OF SOUTHOLD a U REMOVE EXISTING WALL LL- �J' r AREA OF E: SUFFOLK COUNTY, NEW YORK a rz0 A ry6+° NON-DISTURBANCE f 7 �' '�• �,_ $'' HPRO OSEOORHYOROECTRIC AND SEPTIGTANK FILED: AUGUST 15, 1967 � $, �Q� =j., !_ 23 00" E F—t wl V ,- ABAOON r' PROPOSED HYDROAEATMENT INTO" SCTM 1000-078-04MAP No: —017 d z EMSI 011 z PROPOSED WATERPROOFEDAr '� • ` ; `a^g RETAINING WALL{TW=7.6) U PROPOSED CONTOURS ` w 711 ELEV 540' d a - _ WOIIfLME OF i 3:9 ; 1EO O z`) v` �—PROPOSm PROPOSED o (a a EXISTING RESIDENCE SANITARY A oRM _ ELECTRIC SERVICE j 1TO BE DEMOLISHED 11j 1 � CONTROL PANEL HUEg I Q B I a. PROPOSED INFILTRATOR > Iz _ QUICK PWS .LTMIN w, Co r` �y Y V_ PROPOSED l i SILTFENCE �oN� s1 MN t j 3—ELEV 516' d LI �6 a.f € PROPOSED E 'b Z k A Y�.K'"1499 SF { O PROPOSED NON TURF t S / z [ YYY GRAVEL y BUFFER FENCE ]i L I aLUN DRIVEWAYg F..pl Ly z Q B S ELEV 5.11' I� I ; 4T PROPOSED wzU DRAIN I e'1•) d(J' CID In PU. L'�� B !aDwz, " f p WALKWAY .q i. RAISED (4DW3 ICG CD WATE MAIN JJJ:'SVL o s. 2106 r_ J =29,71151=0.662 AC y±T -LOT AREA 4 1 \. - �70'MI 1 1@MIN �ti(i( ZF v EXISTING CONTOURS �- ` 8 566„ T€ � _ ° S p8°55'2 W ' 230.72` PR PosEa DRAIN PR POSED ( C6, yEI w " J1 SERVICE 36'TRENCH ELEV 5.0' I ) L 'v' LOT 27 EXISTING PIER LINE J, PROPOSED6' ( I II W PRO POSED NON-TURF BUFFER TO +�. PVC PIPE TO as PRIVATE WELL WATER BEPLANTEDWIDTH VARIES FROM PROPOSED Q DRYWELL(rYP-5) 16-30'.SEE MITIGATION PLAN, I }`' � j 123 SF GRAVEL ,-E -- 20- )} F! THIS 3HEET- WALKWAY Q i NOTES: I H g 0 15 30 1. ELEVATION DATA BASED ON NAVD 1986 t� 2. NO NEIGHBORING WELL WITHIN 150'OF PROPOSED //pf��'+i� I Southold TL+14'T3 f,�-L+ � P� MITIGATION PLAN SANITARY SYSTEM _ C1 LC� OfTYUSt2A5 3. EXISTING SANITARY SYSTEM TO BE REMOVED. -E ° n —� —OE d. PROPOSED FILL FOR SITE=60 CUBIC YARDS. C'' PROPOSm2STORY OE 7-7D SINGLE FAMILY bSL O 'PATIO SYSTEM DESIG INFILTRA R w PROPOSED N BUFFERER FENCE EFENCECE rea 48Emt0oN=4aDGAImAV Fn }F° ' T3` P -EN D�.o t2oz2 Y szLFPRovIDm Y�2 GT.GR WICKS 6Ufl i w TOPSOIL Pi - W WUWD GROWN C S �e� 1 sansaxD GN PERCENT LOT COVERAGE w o 0 I.. 175 PV 15-0E' LEBROWN -- E DESCRIPTION OF LOT AREA MID LOi COJERAOE 0 1&508 25-RV - SAAD6GRAVEI PPP c� TOTALLOTAREA 2P,70,w MWIDEPATHTO ( .45aa BROIMry RAISED WALKWAY i - E SANG I GRAVEL SP xIGHESTATERI 2 GROUND WATER El2G ADJACEMAREA(UPLAND) il5]USF 100°A R.ALLO'WABLECOVERAGE 2.7145E - a Y GROUND WATER EL 10 ; DBROWN Sp ASI BDRU.BY—IB-1-IG,IF PROPOSEDLQTCOVERAGE(ADJACENT) TAKEN ON FEBRUARY 17,2022 HOUSEIGARAOE 1902 SF 1e 5N flllANTDY KEY 60TANEOAI NAME COMMON NAME HEIGNT MITI �+ �p('� PATIO A PORCH 433 EF 3.z% 2§ RV ROSAV'RGiNI.A _--- REAGH ROSE 4'-6' 5-a, 1 TEST HOLE DATA 175 PV PANICUM VIRGATUM SWITCHGR0.5a 4'.B 2'-25 1 NTS TOTAL LOT COVERAGE 2A15SF B. s las OR OENOTHERA MERGE EVENING PRIMROSE 3'5' 7-.r „ � y( ,/ z 2'STONE VENEER # f T o3 z CHOSEN BY.. Mf z / He t - TNS f W Z CO U Rk }'. UCLIOAPPLIED DID)X �O10 ` OE80ON r 11 j K U I L BATDRPRCONGMENBRANE p Spy p04 s J .'_.'�-��` —`...�:_—'-..-�, —Fs `?1. / �:�> d2zsLw s� 1 �y1� � $ 2 Z ��: f '1 gtyQ .r, = 1 I / t1G Vit' z 7A TRENCH WIDTH—� ° Vy ;rl �_. .•'. ,''_ 4 At.: 1(NPIR Y Fes• r E 3 .fes PIPE PENETRATION 3j. _1HE•� i S �. f`f HOLE LOCATION f R ,2806 / ,A. a 1NFiLTRATOR OUICK 4 PLUS s DETAINING WALL DETAIL CO.. R y a N.LS a N•75 PLC CONTROL _. =A`MHRX` f RO DE $AF I SECONDARY PEOVI SAFED`COVER � " 1 , .� ETV COVER PROP. FFEL 110 `S N GRWNDE EVATIDR80 GROUND ELEVATION>D DO J 1 DA✓L4 E PROPOSED Flh �— [ INFILRiATOR i Ni=T •E O(mEP t fJ F W HYDAOACTION - OEDx Lt:5 3ROW5-31 LONG a 9'A g. iD'MIN t ( ANEOTANK INVI1 P,V-§= w WATERPRCOF£O 3 RE l ETAILNALL- E%CRVATEDITOANOG THIS 1HET3. KY z -4—NAT 1130AN0 GRAVEL 35NEET. 3 I (IEE 6O1L BORING) � ,- ` m ® . r HIGHEST E%PECTED GROUNDVIATER EL.20 a SANITARY SYSTEM PROFILE 2 WT-S -_.. # I--32wW°—�.ITs• .s6. Q_ p ''.I A �x YDROCT.TREA,MENTUNIT BILL OF MATERIALS S1 Pr 0DoSINGPump ITEM I P/N DESCRIPTION QTY: s M`Ul DIAgS�FANS- :HA-100056 TANK,AN5O0245 NITROGEN REDUCTION t C82 AflECiRCUlA11ONPL@AP A ;160055 TANK,ANSOO 245 PRETREATMENT 1 GUICK OI6CONNECT _ 100118 CDUPL NG.4 SCH 35 PYC SXS i fy CO3 -- MI%ER PUMP B " SVATCH c 1240016 FG CONNECTING PANEL 24X19 2 MIDWEST PO65P _.AIRHG6E �POLYLCN20' Ct 160026 E ADHESIVE,CARTRIDGE I i i TOOIFFUEER COVER EL.AAO C2 240031 SCREW.t'k10 SELF TAP PPH ZINC 2 W FASTENER 2 NIGNWATER AIARM 1 POLYROK20' -03 S.C. WAGHER 55�6X'"RT HHC6 I -.--- 3 Fg' PS 760 RE �__ RECIRCTINERENABLED POLY-I D TRCCNI EL 01 2000 3 NUT 16 S5 �e_ _ O WA8 x.3 4 N o- O131RIBMON BO% I Y z _ [[[ LOCKWASHER ' 1 W W E D110 i ASSEMBLY RE C RCULATION 245 COMPLETE W U G i t I f CIRWRBREAKER L'sV::.R-DEADCARIPENCE F (AP600-P 1 AP600 ATU WI PLATFORM COMPLETE 1 ( A..1G SPECEICATONS IMIN ABOVE e G EC5O30L10OPLC �EC50.3-100-PLC CB—DAMP OIIiLETiNVERT MIN.4'OIF.SOft35 PVC PIPE H t0O023 PIPE 4"PVC SCH35 (1)16- I WwN ----F&LD WIRING C8120 AMP WOLMI .—ACTURERWIWNG ~—PITCHED MIN.113"PER 1' t 100023 PIPE d"PVC SCH36 (1)16"LONG I 0: CO2 20AMP PNEUMATICHOSE(II-INSiALU INd=645 TEE STRAIGHT 4"SCH35 1 C83 20 AMP - - MIN.ITCHE60IN I'M PER 180111 JJJJJJ ll�� 10'LONO I € C135-1. AMP PITCHEDMIN I'M PER K { t0OD23 PIPE 4-PVC SCH35 CB5 tOAMP 1. BGRAVEL LEVE-INGPAD WIRING SKETCH 6 DISTRIBUTiONISAMPLiNG MANHOLE 7 TYPICAL HYDRO ACTION AN500 DETAIL 2 N.T.S 2 NIS a N75 �I _ 1 •� D1 I1 M3� E( , SEP 8 2I } n Seuthald lQ6Vit BCcY"4 OT Trustees John G. Stein,Chairperson - Town Hall,53095 Main Rd. Lauren Standish, Secretary $ P.O.Box 1179 " Southold,NY 11971 Q 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 on Wed., August 9, 2023, the following recommendation was made: Moved by Carol Brown, seconded by Inga Van Eysden, it was RESOLVED to SUPPORT the application of 1280 COREY CREEK LLC C/0 RICH CORAZZINI to redesign the proposed contours to ensure the gravel is not too steep, addition of a retaining wall at street level, addition of three roof drain drywells, addition of a driveway trench drain, and the rotation of the house so it does not encroach on the existing pier line. Location: 1280 Corey Creek Lane, Southold. SCTM#78-4-17 Inspected by: John Stein, Inga Van Eysden, John Chandler, Shannon Wright The CAC Supports the application however, there is a concern with the proximity to the water and the history of flooding in the area. The CAC recommends the use of best practices such as the installation of staked hay bales and a silt fence during construction. Vote of Council: Ayes: All Motion Carried Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday, August 9, 2023 11:38 AM To: 'Jeffrey Patanjo'; 'Jeffrey Patanjo' Subject: 1280 Corey Creek LLC; SCTM# 1000-78-4-17 Jeff, Yesterday the Board performed their field inspections and when they arrived at the property referenced above they determined that it was not stake out. The Board is postponing this application with the requirement the project is completely staked out for their Wednesday, September 6th field inspections and a public hearing on September 13, 2023. Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov i Glenn Goldsmith,President � �rI � Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples �`� � w 1, Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: a � 812,0 Completed in field by: SVi e Jeffrey Patanjo on behalf of 1280 COREY CREEK,LLC,c/o RICH CORAZZM requests a Wetland Permit to demolish the existing single-story dwelling and construct a two-story, single-family dwelling with a 1,755sq.ft. first floor, a 227sq.ft. attached garage, a 1,005sq.ft. second floor, and a 2,211 sq.ft. foundation having a crawl space with a height of 2' 53/4"and beginning at grade elevation; it will be installed with the eastern dimensions of 30'5 3/4"x34'9"and the western dimensions of 32'3"x27'1 1'/2"; a 130sq.ft. front covered porch with steps to ground; a 22'x14' patio installed off the east side with a 14'x12' covered masonry patio and a 14'x10' uncovered patio section;two sets of 9'x3' wood landings, stairs and railings to be installed on the south side of dwelling; remove existing sanitary system and install an I/A style system at the north side of dwelling with contours being refined for an installation that minimizes the slope of the grade; construct a waterproof retaining wall to the north of the proposed I/A system with the dimensions 50' x 33/4"x 5';three roof drains and one trench drain to be installed to contain roof runoff, install a silt fence to surround the property until final stabilization is complete; establish and perpetually maintain a 15' wide Non-Turf Buffer area along the landward edge of vegetated wetlands and planted with native salt tolerant plantings including 20 Beach Rose plants, 100 Switchgrass plantings, and 120 evening primrose plantings; establish a 4' wide access path leading to the catwalk; and install a buffer fence around the plantings. Located: 1280 Corey Creek Lane, Southold. SCTM# 1000- 78-4-17 Type of area to be impacted:. Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: V Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/ odifications/Conditions/Etc.: 4pi 21 Present Were: G. Goldsmith N. Krl ki E. Sepenoski L. Gillooly V E. Peeples lo, '+R;� r. � ti it • ' +•�'�.R.Jl. • � � '' 1280 Corey Creek,LLC -;116 i1280 Corey ..�� SCTMR: 1000-78-4-17 7�* 2/8/23 �yi,lirrc A Vt _ :7 a !�� �_> _ •-R: - -�} yh.. - did - t ... � * ,� '.'���.fir^. - � -a 1�i •- � � � - ,^nr� -/!.'' � R -r. - � .. .. � - - �+ ,� � w. Y5 �:, is �' _ �. �j 1. 1 ( r• f. R ,.. �. g . 0r 7' wIn 7 . rLZ _ - d ..- . J .s'� 71•' _r`,�': "° %x .: ..'tip. •.i�:,�, .�� ��' `. •� ,.. .-r s �' .fix-�� •� . h • �, I � ,��tx � _ '` i r' ' /,- /(1 [4] •//■1,,yp�►A�"`/, !{rA��r•'/] r�lgQ�-1 "1 +,moveIRAr � •} GENERAL CONSTRUCTION MOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE p y Y q pp g p approximately LIVE DEAD BASED ON TABLE R602.3 1 NAILING SCHEDULE as adopted b New York State 11Aa 12, 2020, not exceed 1,000 square feet. Draftsto In shall the concealed space into a roximatel MINIMUM USE LOAD LOAD ( ) Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: E 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND O DESCRIPTION 0 2020 Building Code of New York State; Plumbing code;Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. OF FASTENER LOCATION &-, Fuel gas code; Existing building code; Property maintenance code, Bathtub (With Or without shower head Uninhabitable attics with limited storage 20 10 co ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Q 4-8d BOX (2-112') OR Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL S Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR N 3-8d COMMON EACH JOIST,TOE NAIL N 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails per 1607.8.1.1 200 17. Metal flashing shall be installed were concrete abuts wood, p CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR g Kitchen sink (one or two traps with Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL U 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ' Guard In-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions,existing or new and be responsible for field fit. Without dishwasher and food Waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. _ passenger vehicle garages 50 COLLAR TIES 4-10d Box 3" OR -� g g Laundry tub (one or more compartments) 5 ( ) 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/a"x 20 gi RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER tY shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory 1-1/4 Roams other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. Flow rate: Stairs 40 20 4-16d OR 20. All window and door headers to be 2-2x10 unless noted otherwise. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 20 of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL W be the responsibility of the general contractor to verily the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 m U to 25.8 m 3 ALLOWABLE DEFELECTION of ALLOWABLE W Z disturbed by construction. Bathrooms/mechanical ventilation as per Section Ml 507 gpm gp STRUCTURAL MEMBERS DEFLECTION WALL FRAMING More than 25.8 gpm up to 55.6 gpm 4 16d COMMON U Q TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX Z the allowable bearingcapacity shall be determined b a soils investigation. 9 1s"O.C. FACE NAIL p Y Y 9 area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") W � r-- basement walls and partitions H/180 basement and cellars and not less than 3 feet from the bathroom door containing a 16d COMMON in 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES UJ an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 L/360 5-8d BOX(2-1/2"X0.113") slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL U) UJ garage p p the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers U240 All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 2 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL R404.1.3.2 Reinforcement for Foundation Walls 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END ��/ U NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-Wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-112") JOIST(MIN 24"LAP SPLICE LENGTH u_ z Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS EQUIVALENT TO THE GARAGE SIDE EACH SIDE of END JOINT) reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 >•- .. shall be provided in accordance with Table R404.1.2(2), R404.1.2(3), R404.1.2(4), R404.1.2(5), and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Q R404.1.2(6), R404.1.2(7)or R404.1.2(8). Vertical reinforcement for flat basement walls BOARD L=span length,H=span height OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL retaining 4 feet(1219 mm)or more of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d Box 3 EACH 16"O.C.FACE NAIL Z L..1..� in accordance with Table R404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL - ■ O TABLE R802.5.2 N 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD 3-16d Box N R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with g RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL the requirements of ASTM A 615,A 706 or A 996. section R602.10.4.2 Continuous sheathingmethod. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF C , DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA < ~ Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX O FACE NAIL O SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON O Location of Reinforcement: The center of reinforcement in foundation walls shall be 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT N located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9), provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING t T_ �V/) Vertical reinforcement(if requried per table R404.1.2(8)in basement walls shall be located roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 ,NUMBER OF 16D COMMON NAILS �./ 4-8d BOX to provide a maximum cover of 1-1 A inches from the inside face. 21 JOISTTO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3: 12 is"O.C. 5 8 10 13 R404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON Based on Table R404.1.2(1)- (includes basement entrances and window wells) ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"Ci 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX s"O.C.TOE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23BLOCKING TO JOIST 2-10d BOX EACH END ° h wall and One#4 bar near mid-height of wall. copper roofing nails, minimum 12 gage shank with a minimum- 2-8d COMMON Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 -6 rn c wall and One#4 bar near the third points in the wall story. and corn I with ASTM F 1667. Minimum number of fasteners as er manufacturer Fastener Panel Span Panel Span Panel Span 4-16d BOX a� a� 0 ° 210` ° p y P y p 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL 2- c.. E o y 0 C- Type Less than or less than or less than or '0= ° °,o ° c °, 0 but not less than 4 per strip or 2 per individual shingle- R905.2.6.Attachment 9: 12 161,O.C. 3 4 4 5 0 � °,� ° � � 7. Base design value for visual) graded dimensional lumber:Joists,studs Rafters and All equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON AT EACH BEARING,FAKE NAIL -o -2 z a ° " ° 0 9 Y 9 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 4-10d BOX 8 a ,m 201 1 `0 Min. Fb for dimensional lumber=850 psi. wall and ceilingfinishes shall have a flames read index:5 200 No 8 Wood screw �° N 2 `o p 16 inches 10 inches 8 Inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST °'� `o c a u m M Y Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON ° a" Y °'- °' Y `� > a cL o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. &attics shall have a flame spread index:5 25 2 inch embedment On Center on Center on Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS a s� 0 3 _'E.�3 0 3 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM 'Z CIE- a 0-c-0 ° L 8. ALL EXTERIOR LUMBER Shall be ACQ requiringthe following: STAGGERED ON OPPOSITE SIDES o o v m c w " 9 Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: N � rn a* a ~ -= a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceilingfinishes having a smoke-developed index 5 450 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL o a� c CO N °o 0 E g p No 10 Wood screw 3-16d COMMON v ° c o or stainless steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies H c/ H r HEEL JOINT FACTOR c o o w 0 m t based anchor with 16 inches 12 inches 9 inches , ° ° ° ° °, �;._r v b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 0 m c 2 2 ° 0- 2 inch embedment on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR EACH END, TOE NAIL u `•0 N m E = o ° N c.) All Structural connectors i.e. Simpson strong-Tie or USP,etc on center 1 / 3 1.5 2-8d COMMON(2-1/2f') N 2 -? E y a� c shall be Hot-Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght °'-'- mc0_Em acvm ° 0cm 1 / 4 1.33 WOD STRUCTURAL PANELS SUBFLOOR r 0 = c r c °' 0 ",: t 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND ~ ° (n 0a- ~ M E 0-c 0 0_ installed in accordance with the manufacturers latest installation details, 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 PARTICLE BOARD WALL SHEATHING TO FRAMING Framing connectors,Allowable Hole diagrams,specifications, etc. Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 "Micro-Lam"Design Stress: E= 1.9, Fb =2,600 psi, Fv=285 psi ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS 9 P P DESCRIPTION OF NUMBER AND TYP Z "Parallam PSL"Design Stress: E =2.0, Fb=2,900 psi, Fv= 290 psi b. Fasteners shall be installed at opposing ends of the wood structural panel. OF FASTENER 0 9 P P „ „ BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING A permanent certificate indicating the solar-ready zone and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES (� "Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv=300 psi this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 W � SUPPORTS GABLE END WALL FRAMING c.Anchors shall penetrate through the exterior wall coveringwith an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL D- 10, R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, not less than 2 inchesP into the building frame. Fasteners sall be located not less than 30 3/8 - 1/2' 8d COMMON(ROOF) ) 6" SEE NOTE A 6" U each sleeping rooms in baserrlent, habitable attics, and every sleeping room The main electrical panel shall have reserved space for a dual pole circuit breaker 2-12 inches from the edge of builds g from . concrete. W O W r;/) > for future solar electric installation and labeled for future solar electric". g RAFTER ROOF EXPOSURE C J shall have at least ONE operable emergency escape opening as follows: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" Z Z J > O Sill height of not more than 44 inches above finished floor. d.Where screws are attached to mason or mason /stucco,the shall be attached SPACING SPAN g D' ry y FEET ULTIMATE WIND SPEED .J Z � r A. Minimum net clear opening of 5.7 square feet. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) _ � Q M Except grade floor openings shall have a minimum net clear 130 140 32 1-118' 1-1/4" 10d COMMON NAILS 6 12 W 0 N opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = If U W F P 9 q 1/2"STRUCTURAL CELLULOSIC It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. < 1-1/2"GALV ROOFING NAIL 3" 6" W 0 +r N B. Minimum net clear opening height shall be 24 inches. in detail the design, calculations, drawings,written statements of the mechanical, 5:12 i 5:12 <5:12 2 5:12 33 FIBERBOARD SHEATHING U) [- Glazed opening protection shall meet the Large Missle test ASTM E 1996 z � C. Minimum net clear opening width shall be 20". (n LL n air conditioning,ventilation. heating systems new, existingor upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC W D. emergency escape and rescue openings shall be operational g Y ( Pg ) 214 201 263 247 34 1-3/4"GALV.ROOFING NAIL g Y p p stamped by a professional engineer if required by the Owner or Building Dept. Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 FIBERBOARD SHEATHING 7 7" (� J (n from the inside of the room without use of keys or tools. ANSUDASMA 115. Areas within hurricane prone regions: Q" WHERE Basement contain more than one or more sleeping rooms, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" an emergency escape opening shall be provided for EACH sleeping room. wind speed is 130 miles per hour or greater. 518" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 16"O.C. 28 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have Imo- 6" DIAMETER -►I A. EXCEPTION: TO RESIST WIND PRESSURES TABLE R602.3 (3) a net clear opening of not less than 5 square feet. Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 �. cover the glazed openings with attachment hardware provided In the table below, MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each Label all panels and store in a clean d area of the house. 16"O.C. 36 469 438 538 547 STUD `�� CONSTRUCTION TYPE p dry NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL continuous run of treads or flight with FOUR OR MORE RISERS. �:'' j "I", "ll", "III", "IV", OR"V" Attachments shall be provided in accordance with the table as follows: 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD N D Handrail Height measured above stair tread nosing, shall not be less thanUJ 34 inches and not more than 38inches. All Handrails shall be continuous 16"O.C. 48 599 559 745 697 6d COMMON NAIL N O the full length of the stair from a point direct) above the to riser of a flight 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" 9 P Y P 9 ,y REFLECTIVE RED (2.5"X 0113") � z a wall shalnt llllhave a space of ny above the oot be less west rthaof n 1-1/2 1hin het. s betweerails nthewall cent to PANTONE#187 8d COMMON NAIL 1- fn and the handrail.see code for exceptions. Refer to Code for grip sizes specifications. + 1.75 INCH 24116 7/16"OR 1/Z" 16" O.C. 6" 12" p g P p (2.5"X 0131^) Q DESIGN CRITERIA TABLE 507.9.1.3(1) Cn ¢ Lu � DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 speeI 6i d:12. GUARDS: R312 Porches, balconies or raised floor sJrfaces located more than 30" REFLECTIVE ( " above the floor or grade below shall have a railing not less than 36 inches Windd: 130 WHITE FIELD JOIST SPAN W LU () in height. Railings shall have Top rails and Balusters and Bottom rails that are No of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS LL. U) NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed fDETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE D NAILS = n TO WOAD FRAMING by the riser,tread and bottom rail of the guard rail at the open side of a stairway 7/16 min. structural plywood can Roo Ht: t FRAMING SPACING NAILS SCREWS 1/2"DIA.LAG SCREW Open sides of stairs with a totaze that a 6 inch sphere cannot pass through. .-.. ..-- Panel Attached to Roof pitch: per plan 30" 23" 18" 15" CEILING EITHER DIRECTION 16"O.C. 5d COOLER NAILS are permitted to be of such a s � & 12"MAX. SHEATHING 1/2" 7 12" vertically from the nosh of the rise of more than 3G inches above the floor or DESIGNATION FOR STRUCTURAL Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. W 16" grade below shall have guards not less than 34 inches in height measured COMPONENTS THAT ARE of 1/2" Bldg WI 1/2"DIA.THRU BOLT „ g treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 g dth Per plan &1/2"MAX. SHEATHING 36" 36" 34" 29" 518„ CEILING EITHER DIRECTION 16"O.C. 7 12 6d COOLER NAILS STROKE WALL " " "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 EITHER DIRECTION 16"O.C. 7 12 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 2'1"To 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR opening is located LESS than 24 inches above the finished floor and GREATER 5�8„ GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT WS SHALL COMPLY than 72 inches above the finished rade or other surface below on the exterior "R" ROOF FRAMING 1/2"DIA.LAG SCREW BENEATH H 9 of the building,the window Must be provided with a window opening control device & 1/2'MAX. SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 that compiles with R312.2.2 Window Opening Control Devices. "FR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in UNDER SECTION 602 of THE BCNYS WINDOW UNIT 24" 21" 19" & 1/2"MAX. SHEATHING Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for N accordance with R302.11 thru R302.11.2 and Draftstopping shall be TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-Inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. installed per R302.12 thru R302.12.1 NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) p I Fireblocking materials R302.11.1 shall be as follows: .--� 1, Two-inch nominal lumber Applicant shall provide engineered wood placard W y O on or adjacent to electrical meter box for field inspection, v 2. 1/2' gypsum board L, Q o 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance PLYWOOD STORM PANEL L� s.; r, 0 with the 10 foot horizontal flreblocking in walls constructed using parallel Residential structures with Truss type construction, SHUTTER DETAILtn rows of studs or staggered studs. Pre-Engineered Wood Construction And/or Timber Construction 4. cellulose insulation installed and tested in accordance with ASTM E 119 or for new dwelling and/or any addition, alteration ; M v UL 263,for the specific applications a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel '� M o shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. �") ; TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection ® i"-LIro OF FOUNDATION MATERIALS C3 ;..4 _ � tT � CLASS OF MATERIAL LOAD-BEARING PRESSURE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 1 EDJ Crystalline bedrock 12,000 psf c�'�ti C O Sedimentary and foliated rock; 4,000 psf U Sandy gravel and/or gravel (GW and GP) 3,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM A� Sand, silty sand, clayey sand„ silty gravel and clayey gravel WINTER ICE SHIELD AIR MEAN GROUND SPECIAL WIND SEISMIC FROST (SW, SP, SM, SC, GM and GC) 2,000 psf SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL N SNOW WIND DESIGN WEATHERING LINE TERMITE Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP i fir+••= �k LOAD REGION CATAGORY DEPTH (CL, ML, MH and CH) 1,500 psf ZONE P M MODERATE ( Sv a.When soil tests are required by Section R401.4, 20 LBS 130 NO NO NO B SEVERE 3'-0" _TO HEAVY 11 YES NO 1500 or less 52.1 I 'hyo goi0 the allowable bearing capacities of the soil shall be part of the recommendations. M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this art of the table. ' ,OF' w y O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. ------- W F,; Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS °° Side Elevation E TABLE 602.10.3(1)FOR BRACING RE=QUIREMENTS BASED DN WIND SPEED s �— rn ° V L o fasten king stud to header with Mm Header ° ° 6 16d sinker nails CONTINUOUS RIM FULL HEIGHT BLOCKING .3"x 11-1/4"net header He 1 ° ° ° ° _ _ CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° shall occur at to of wall ° ° / U) METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH p Tom' — —' '— — '�' PER TABLE R602.3(3)-FASTENERS 6" OR END JOIST MEMBER DIRECTLY ABOVE @ AC D ALONG ° ° ° ° ° ° ( ) OF BRACED WALL PANEL .I I'I ISI 1, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL o6 ° _° ° ° fasten top plate sinker header with Q ° °=°�° two rows of 16d sinker nails 3"o.c, � Header shall be Top plate continuity is @ •N •I I•I I•IPER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 N 1' VARIES BY FASTENERS king stud with Braced wall line co 2-16d NAILS EACH SIDE 6 16d sinker nails continuously sheated `\�Minimum 40001b header-to ack-stud 0 .I hI I'I METHOD CS-WSP: a, X Fasten sheathing to header with 8d common nails in 3 in.grid with 1/2' wood strap on both side of opening U AS PER TABLE R602.3 3 (D ca structural panels •I I'I ,,,/�� ( } = o pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS — rn ;° 8d @ 6'O.C.ALONG c Minimum 40001b header-to-jack-stud strap V WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG 1 P •I (0.131 X 2.5"LONG) BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER �' on both side of opening opposite side of BRACED WALL PANEL BRACED WALL PANEL in p g pp Panel splice edges shall occur over •I AT 6"O.C.ON EDGE AND 12" O.C. o t sheathing and be nailed to common blocking ° ° IN FIELD BRACED WALL PANEL c' Min.Double 2x4 framin covered with minimum _.::._ ° within the middle 24"of the portal- BRACED WALL PANEL x a ° °.-o.- °-°.° g • BRACED WALL PANEL M L -- -- . . le height. One row of 3"o.c.nailing BRACED WALL PANEL BRACED WALL PANEL M i° 1/2"thick wood strucral panel sheathing g g 9 BRACED WALL PANEL INTERIOR FINISH: ° with 8d common nails @ 3"o.c.in all framing is required in each panel edge. 2 1• SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° ° (studs,blocking,and sills)typical o if needed 11 3-16d @ 16"OC ALONG I (_)' 11 I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH ° UJ BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 2'to 18' finished width Min Double 2x4 or W I•I WITH TABLE R7)FOR OR BRACED WALL PANEL BRACED WALL PANEL ie Min.length 16" ( ) 2x6 King&Jack stud 1/2"min.thickness wood structural BLOCKING MEMEBER TABLE R602.3(1)FOR EXTERIOR WALL ,F I• J. SHEATHING ! per Table R602,10.5 panel sheathing J _ — _ . _ _ - •� _ _ _ �: CONTINUOUS RIM OR CONTINUOUS RIM OR ° Min double 2 x post Q '1 ' I°I FEND JOIST No.of jack studs per ° J I'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min. (2)2x4 typ, Table R602.7(1&2) •1 I•I OVER AND BE FASTENED TO COMMON STUDS. ° Min.(2)1/2" Diameter anchors •I I N 2 16d NAILS EACH SIDE -- -- -s a installed per section R403.1.6 Q W UJ HORIZONTAL PANEL JOINTS IN BRACED , ( N WALLS PANELS SHALL OCCUR OVER with 2"x 2"X 3/16"plate washer _ ,I INTERIOR 1,1 AND BE FASTENED TO 1-112 THICK I. FULL HEIGHT BLOCKING n W �— COMMON BLOCKING ADDITIONAL FRAMING V J SPACING CONTINUOUS ALONG LENGTH I I I I I I' MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I II II I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG LIJ of, •I I•I I.1 I• BRACED WALL PANEL orf 0 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ,I I•I I'I I• •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) Attach Sheathingto Q FIGURE R602.10.8(2) Band or Rim joi with nail sole plat Attach Sheathing nail sole plate z •I 1 I I ► I• BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D commonnials °!° to joist per Band or Rim olstwi °i°I to joist per W J _ _ . _ _ _ �•�;. _ PARALLEL TO FLOOR/CEILING at 3"o.c.TD an PERPENDICULAR TO FLOOR/CEILING p sub Floor nailing sched. 8D common vials °I°� nailing sched, A O FRAMING Bottom °o o° - -- at 3"o.c.Top and a' o o'-�° ° Rim Joist ' V O FRAMING Rim Joist Bottom — ,- per Plans N U FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° ��Holdowns nchor Bolts and �..� BRACED WALL PANEL AS PER per plans � �M. 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION -FIGURE R602.10.6.4 Q W O U to CEILING OR FLOOR JOIST /DIRECTION Simpson ENDWALL� H2A Stud To Rafter 1-1/4" gale. x 20 gage ENDWALL Connector Were the distance is SIMPSON H2A nails in each end ateachafter. between 9-1/4 to 15-1/4 at each Rafter. With N FLOOR AND CEILING JOISTS provide blocking @ cc E.N Typical Metal DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o = 2 A Strapping - O m._ JOISTS-SEE PLANS braced wall panels „ ,� PROVIDE@STRUCTURAL RIDGES o E A at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field 1 o to Each Rafter on Each side _—E E r N ° o w Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o,� � c � _ N o I plywood sheathingof Ridge to have a ° c c•Z o 0 y m BLOCKING rl ,� shall have Solid Blocking �� Schedule Dwg-1 g '0_ o a o _ L TYPICAL @ all Plywood Joints Simpson LSU skewable hanger � - - ` :.2 o AT 48"OC -2-0. o W 2 BAYS IN SIMPSON H2A Solid blocking between at each Rafter. With = a 2 2 o > = ca-— ° BLOCKING @ 48 INCHES ON CENTER g 1-1/4" x 20 Gage Metal Coil " �Y o 3 L'y rafters attached to top (5) 8d x 1-1/2 nails in Rafter = 3 Strap with (5)-8d common nails o o = mo o � a�@ L plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate - ° = N ,,�_� : "r SECTION A-A along length of braced wall (5) 8d x 1-1/2" nails in Stud in each end. catch jack studs Look Out Blocks ° ro `° = r °' D°= 2 E Corner Holdowns °° L CL v c U)-0° Corn ro laps panel. and window or door Header. o o �--L = p p Less than ° ° Aa =�-0 w =Wy-°--0 cl- END WALL BLOCKING DETAIL for locations N ° L = w N o B m = m to if required Typical each side and ALL Gable n all E t Z c FOR FLOOR AND CEILING BRACING n o c L 0 0 o or Equal -c =0 c r: R q windows and doors. ¢ '� d) o t 0 to 12 RIM JOIST BLOCKING BETWEEN RAFTERS Ina BRACED WALL PANELS I, W 0 iT m E o CL NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS RAFTER TO RIDGE STRAP R802.3 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS r� IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v) A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z 7 PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z Z Cn 4 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED J WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE v g TO THE RAFTERS WITH 4-8D NAILS THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END O CL 0 9 F-� 2X P.T.LEDGER; MUST BE ONE SIZE W CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD O 0 NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC " SIMPSON BSC _ (n EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED TOP OF RIM JOIST WITH OMPOSITE RAILING PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1 O THREADED NAILS OR I I /C PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS ,.// SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL L see Schedule on DWG-1 AT 6"OCC. I I TOP AND BOTTOM RAIL CUT FLASHED&CAULKED TO AND COLUMN COVER AND POST TO HEADER CONNECTOR POST TO HEADER CONNECTOR PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond COMPOSITE DECKING I COLUMN CAP.MEET RCNYS LENGTH the inside face of the band joist. ATTACHED PER I I FOR CODE SIMPSON ABU POST SIMPSON ABU POST 12" Min EXTERIOR OR MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET 4"TREATED POST 0 CONCRETE BRACKET BEARING WALL GALV. DECK HANGER SIDE COVER 2"MINIMUM OR SIDE COVER 2"MINIMUM SIMPSON LUS26 @ 2X6 I I 6"TREATED POST �' SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 2-112"GALVINIZED CARRIAGE BOLTS 2-112"GALVINIZED CARRIAGE BOLTS a AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL R SIMPSON SD STRUCTURAL CLEAR THAN 50 /o SPECIFICATIONS. CONNECTOR SCREW CONNECTOR SCREW N 0 (PERCENT)OF _ 2X LEDGER WITH FASTENERS IN ACCORDANCE I O 1/2"DIA.GALV BOLTS W/ GRADE GRADE S N F- PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE = _— WITH TABLE R507.2 2 x JOISTS l ADHESIVE ANCHORS: HIGH-STRENGTH ADHESIVE ANCHORS: HIGH-STRENGTH METAL TIE FASTENED ACROSS AND iv= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR EPDXY ANCHORING ADHESIVE FOR O TO THE PLATE AT EACH OF THE NI SIMPSON DTT1Z W/(6)SD#9 x 1-1J2"SCREWS O USE WITH THREADED ROD USE WITH THREADED ROD Use 1-1/4" Metal ►� Z NOTCH WITH 8-10D NAILS EACH SIDE 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Z MECHANICAL ANCHORS;SIMPSON M ALLOWABLE LOAD PER TIE:840 LBS (3)1 O THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage U) NOT LESS THAN 4 LOCATIONS SPACED EQUALLY Q cc ---'AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS '� W 14"DIA.CAST-IN-PLACE e' 12 Min 5 8d common nails Q 3. M 14"DIA.CAST-IN-PLACE ch CONCRETE FOOTING,DOWN ( ) = W LJ_I TOP PLATES \ OR R507.6.2 SIMPSON H2.5 AT CONCRETE FOOTING,DOWN TO VIRGIN SOIL o. in EACH END at PIPE s: BLOCKING EACH JOIST FOOTINGS MUST TO VIRGIN SOIL FOOTINGS MUST (MIN 36"BELOW GRADE) co Q BEAR ON BEAR ON EACH Stud. W SIMPSON M WABLDET 2ZLOA (8)1/4" x 1-1/ LBS SCREWS OVER BEAM ° (MIN 36"BELOW GRADE} PER R507.3 FOR DECK FOOTINGS " W U SIMPSON BC UNDISTURBED PER R507,3 FOR DECK FOOTINGS UNDISTURBED 8d @ 6 oc Along W W � BETWEEN EACH POST GIRDER SOIL SOIL 24"x 24"x 12" FOOTING TO VIRGIN SOIL Braced Wall Panel MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24 JOIST CONNECTOR MIN 36"BELOW GRADE) PENTRATION OF EACH END OF DECK: ( FIGURE R602.10.8(1) FIGURE R602.6.1 MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONIC. PIER & FOOTING TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD CONNECTION %7 PORCHES & DECKS NTS WALL TO WALL STRAP R507 EXTERIOR DECKS OR HEADER CONNECTION @ PORCHES & DECKS NTS ACCOMNIADATE PIPING SIMPSON ABU INSTALLED IN ACCORDANCE 14 SIMPSON ABU INSTALLED IN ACCORDANCE 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 15 r NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS 4� H 1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails SEE TABLE 507.2 N N 2 ROWSFASTENERS at each stud at each stud p� TOP PLATES TOP PLATES Strap may be attached OVER '--c Strap may be attached OVER �I the plywood OR directly to �+ O © O 5.5'MIN FOR 2X8' studs. the plywood OR directly to OUTER THIRD 5"MAX 6.5 MIN FOR 2X10 Studs. OF SPAN ONLY —STUD BORED HOLE MAX. STUD 7.5'MIN FOR 2X12 BORED HOLE MAX. DIAMETER 60% QO O OO N rap strap under sill Q� Q�) DIAMETER 40% (PERCENT)OF STUD ^ M (PERCENT)OF o DEPTH o and attach to sill plates hh" MI c� .0 ° ,r.,. 3-16d @ 16 oc Along -0 � � C) STUD DEPTH I I • „ , , QQ 2"MINL „ ; _ / MM bA 518"MIN. 5/8"MIN. 5/8"MI'N 5/8"MIN. LAG SCREW OR THRU-BOLT a I Braced Wall Panel 1/4 JOIST 0�' F� O •. TO EDGE 1-0 EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN — _ ° ,�° DEPTH, MAX, =III=III FIGURE R602.10.8(1) °MIN. 1/6 JOIST ® NOTCH MUST NOT NOTCH MUST NOT I— ° a N o EXCEED 40% 0 "III Illlll, . . '; '� t- 1/3 JOIST DEPTH,MAX. EXCEED 25% (PERCENT)OF 0 (PERCENT)OF 0 _II ° °,°+ DEPTH,MAX. `�E STUD DEPTH STUD DEPTH C O BORED HO-ES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD IF HOLE IS BETWEEN STRAPPING Solid sawn joist and rafter NOT BE LOBATED IN 40%(PERCENT)AND PER FIGURE R507.9.1.3 (1) �' '; BORED HOLES SHALL THE SAME CROSS ' • Wrap strap under sill 60%(PERCENT)OF SECTION CF THE CUT _ —_ ° �• � NOT BE LOCATED IN STUD DEPTH THEN Applies to Garage Wall and . ' . . notchlnq and boring limits. THE SAME CROSS OR NOTCH IN STUD 'DISTANCE CAN BE REDUCED TO 4.5" =III=III C STUD MUST BE DOUBLE � , - SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction and attach to sill plates 3 OR NOTCH IN STUD LI NTS '' t ARE DOUBLED STUDS = ' ` �. SPACING IS REDUCED TO THAT OF - II , ` , � �. •.t � �-- AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS —II - TO 2X8 BAND JOISTS(1/2"STACKED NOTE; ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGLRE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY NOTCHING AND 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 20 WALLS AND BEARING WALLS NON BEARING WALLS OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. :IIc!:i is+v:ri T.. Fireplace enclosure Thin pro-"ile structural g insulated to top heathin R-50 Cover Box pushes u and out of the Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto p MANUFACTURED LIGHT ENCLOSURE p Exterior Full Thick Insulation way for access E thin profile structural glued together see plan w/ ceiling line Fill entire Cavity to 0 ATTIC INSULATION CONTINUOUS BEADY sheathing as draftsto and lay on plyW od Batt Insul CEIING FRAMING support Seal join:with Sheathing Zeala Insulation dams q g p OF SEALANT SUbflOOr behind tub Tub attic hatch - R-, al Non-combustable sealant Base plate prevent loose-fill 76 Typical equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to�" Air Se I / insulation from Cn r exteno insulation requtrem n access opening � Sealant or „ OR GASKETED TO RIM Continuous wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through c of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access N 2 / j solid blocking N adhesive at perimeter and seams. / co Sealant N SILL PLATE INSTALLED 1" min Ri Id or rigid insulation Weatherstripping o Adhesi Casingi� „ EXPANDING FOAM SEALANT T Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g 1 Panel Seal stairs v Insulation. Air g Pull-down gap 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges ` frame a 1x2 Stop Board RECESSED LIGHTING FIXTURE specs for installation manual Sealed at perimeter staircase with caulk 0 Sealant 1/2 plywood finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL ta'� DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS PULL-DOWN STAIRCASE INSULATION AND WEATHERSTRIPPING _._-_ _ EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL PREFAP FIREPLACE AIR BARRIER AT FOUNDATION ATTIC HATCH DETAIL Ccs DETAILW W .�� � This detail is for weatherstripping and draft sealing, NTS TO BAND JOISTS Battic Door Energy Conservation Products •`�� _ It is not to be used as a guide for fireplace installation, 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation Z J R-.�n Artrr•Stair Covn,r � ENERGY NOTES . W Eave baffle Installed r - 0 W 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory] Ducts, air handlers and filter boxes shall -- g p g y adjacent to soffit and eave W � 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party(HERS Rater) using the ". " ° L.1_ Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "S" &"D"submitted at CO. vents. Baffle shall extend over , - The authority having jurisdiction shall be permitted to determine an the top Of the attic insulation `` W energy efficiency program to exceed the energy efficiency required by this code. Z 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. � U TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" Manual ,"S" &"D" submitted at CO. 2 x CJ W/ INSULATION Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa W 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall notbe used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS ry J General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see ' OR HERS RATER i p 10. R403.4 Mandato Mechanicals stem piping insulation carrying O requirements in the building envelope. (Mandatory) Y p p g ry g Const. Dwgs 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. Exterior thermal envelope contains a 9 p q SEALANT continuous air barrier. Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. 11. (R403.3.5) Building Cavities (Manda-ory) T Exterior wall �/ k r joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Yp Breaks o 0 J 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of g g p LJ.. sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs I' O CO O 12. N1103.5,1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) N Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. installation density of the insulation shall be at the manufacturers'product p 9 p U r U) recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D"• Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. maintain an even density for the entire cavity. Batt insulation shall be I installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N 1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the N = cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE c E.N air leakage rate not to exceed three air changes per hour. A written repo of the exhausts shall have automatic or gravity dampers that close when the ventilation system ° ° m" shall be placed to fill any surface or concealed voids,and at the g g p p -6 �,t o o test results shall be signed by the party conducting the test. is not operating. a, ° 0 _ ° a` ° manufacturers'specified density. Where faced batt is used,the :S-6--. E r N o installation tabs must be stapled to the face of the shad. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _ E' ° _ w p N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy ( --- - ° no compression to the batt at the edges of the cavity due to inset ( ) Y Y INSULATION R VALUE IN r ' 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements ' S m g` .o Y o stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH ; 0.° C °.3 ° ° N M ° combustion air. Factory built fireplaces shall be listed and labeled p g 9 e f o.� a ° U o 2 Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT �.� ,,.�' l 2 2 2 t Y ; m aY L o shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam I i 0_�, o 3 L _ 0 3 TYP. ROOF CONST. + .°" _*t- ° density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be `"' - I f �a S a , = a a)N Cn provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) �,r Roof underla ment i+ °L Er� a Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heating and cooling equipment shall be sized in accordance with Y 2 x CJ W/ INSULATION .r "` `o ` the system from 55 F to 85 F. preprogrammed thermostats be manufacturer sealed to drip ed ' ° ° ° _ °o 0 2 ceiling/soffit shall be aligned with the air barrier. shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS ' oro t- E2 insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. '.i`'•' OR HERS RATER f �. ',,, _,\ ` ° `° E t N _L scaled. New or replacement heating and cooling equipment shall have an efficient '' 1° E ¢ " 0 m o r $ 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p 9 gY �, �" j ° a E a ° ° w Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3"or greater in diameter, and R-6 @ ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascial j I g u)cu a 0 E a.. o c. p location where the e SEALANT wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic quipment is installed. Soffit see --�� art usingthe Manual "J" Manual "S" & "D" submitted at CO. Const. Dwgs shall be sealed. party 15. N 1104.1 (R404.1) Lighting equipment(Mandatory) non-vented I Tt`e' a..•:''i''1(i;..,; :.}gym: 1r•r _ e � �./ Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall "r. ; .r':. :' •,. +.:r..•: t r plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. `f 1 ~ j Exterior wall � ; � � sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2} ' _ installed in substantial contact and continuous alignment with the air Q barrier. W Windows, skylights The space between window/doorjambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION 01� IIS shall be scaled. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the TABLE M1505.4.3(2) underside of floor framing and extend from the bottom to the top of all LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL '. RATE FACTORSa b APPROVED WINDOW perimeter floor framing members. OPENING LIMITING RUN-TIME PERCENTAGE IN EACH 4-HOUR DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be AREA TO BE EXHAUSTED EXHAUST RATES SEGMENT 25% 33% 50% 66% 75% 100% CN shall be covered with a Class I,black pernanently attached to the crawlspace walls. N W vapor retarder with overlapping joints KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS taped. Factors 4 3 2 1.5 1.3 1.0 ti Z Shafts,penetrations Duct shafts,utility penetrations,and flue BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM _ shafts opening to exterior or a. For system run tinne values between those given,the factors are permWINDOW Q permitted to be 1 Q D unconditioned space shall be sealed. determined by interpolation. 24" Z) t) 11J p INTERMITTENT OR 20 CFM CONTINUOUS APPROVED WINDOW 0Y J (36"IN IBC UNITS) 4"SPHERE CANNOT PASS THROUGH FALL PREVENTION m W Q b. Extrapolation beyond the table is prohibited. DEVICE CONFORM TO LLU)LU C) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or FINISHED FLOOR compression,or narrow cavities shall be filled by TABLE M 1505.4.3(1) R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readilyconforms to the FINISHED GRADE CONTINUOUS .-" ° ' ' ` �' " � AIRFLO'JV RATE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED REQUIREMENTS FLOOR AND GREATER THAN S ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. NUMBER OF BEDROOMS EXTERIYAS OE OOF THE BUILDING.SHALL FINISHED GRADECOMPL Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal 4f envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW FLOOR AREA 0 - T12 - 3 4 - 5 6 - 7 > 7 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. .2 WINDOW OPENING CONTROL DEVICES: (square feet} WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls.There shall be no voids or Airflow In CFM 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW - � � installation readily conforms to available space shall TO «i a FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. < 1,500 30 45 60 75 90 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW r l OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 U Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be ot exterior wall showers and tubs shall separate them from the showers and insulated. 1,501 - 3,000 45 60 75 90 105 Z tubs. N1101.14 (R401.3) Certificate (Mandatory) H , .r Electrical/phone The air barrier shall be installed behind electrical or 3,001 - 4,500 60 75 90 105 120 .box on exterior wall communication boles or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall U a P4 in the space where the furnace is located a utility room or an approved location inside the building. CD •� HVAC register HVAC register boots that penetrate building thermal 4,501 - 6,000 75 90 105 120 135 N boots envelope shall be seated to the subfloor or drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. The certificate shall indicate the o M c3 Concealed When required to be sealed,concealed fire sprinklers shall 6,001 - 7,500 90 105 120 135 150 predominant R-values of insulation installed in or on ceilings roofs walls foundation components ED� R sprinklers only be scaled in a manner that is recommended by the such as slabs basement walls crawl space walls and floors, and ducts outside conditioned spaces; manufacturer.Caulking or other adhesive sealants shall not > 7,500 105 120 135 150 165 be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. For SI: 1 square foot = 0,0929 m2, 1 cubic foot per minute = 0.0004719 n13/s. from any required duct system and building envelope air leakage testing performed on the building. Where there is more than one value for each component, the certificate shall indicate the value I IC = insulation contact. covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. cooling and service water heating equipment. Where agas-fired unvented room heater, 3 A' electric furnace, or baseboard electric heater is installed in the residence, the certificate shall r „t ,_= ._.: r ` 0 ,��'� indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, '' electric furnaces and electric baseboard heaters. 3 E TYP EXT.WALL E O U (o TYP.FLOOR CONST. Cn Q (2)2x6 P.T.SILL PLATE W/MIN. N N TYPICAL ANCHOR BOLT -R403.1.6 : co MAXIMUM SPACING: 1/2"@ 72"O.C. O EMBEDMENT OF 7"WITH NUT&WASHER. a U 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. _U SHIELD&SILL SEALER TYP. TYP.CONC.FOUNDATION 14'-0" 59'-0" ANCHOR BOLT DETAIL W SCALE: 1/2"= V-0" W Z UQ z W � � o UJ 12"SQ OR 14"ROUND TYP EXT.WALL � ) W DECK FOOTING PER TABLE SILL PLATE Vj � ry R507.3.1 FOR DECKS L1J ,- 31_011 2 x 6 DECK JOISTS @ 16"cc SEE DETAIL ON DWG-2 (n U 2-2 x 8 P.T.GIRDERLLI DECK LATERAL HOLDOWNS 3,-O„ — IY SIMPSON DTT2Z w/(8) -- - ===O=Y� 1 Eft===---------=-=Yi3 1/4"X1-1/2"SDS _ z - W }' }' WITHIN 24"OF EACH END TYPICAL ANCHOR BOLT -R403.1.6 t t SEE DETAILS ON DWG-2 MAXIMUM SPACING: 1/2"@ 72"O.C. 8X16 FDN VENT I I ( EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. •: :a .. • NCO I I 8X16 FDN VENT _ 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF •` - ----------------------------------------- ---------�-----I------2XfiDECKLERGER--------I----------------------I--------2X8_DECKLEQGER--- -I------------------------------------------------------------------------=--------- ENDS OF PLATES. U I SEE DET. ON DWG 2 , SEE DET. ON DWG 2 •----- -00---------------------------+ •--------- ----------------------------------------------------------------------------------------------------------------- --- ' ------------ ----------------------- U TYP.CONC.FOUNDATION O 1 1 1 11 1 1 1 1 I 1 � (+') W 13'-4" N Q 1 n a 87 $" _ I I ANCHOR BOLT DETAIL CRAWL SPACE SCALE: 1/2"= V-0" 10, 2" CONCRETE SLAB ON ' TYP Crawl Space Vent 6 MIL VAPOR BARRIER ON I 1 ,•-• I , 1 1 IA >- 4" BASE COURSE OF CLEAN N 8" x 1611 aluminum . GRADED GRAVEL OR SAND. - o 1 ; foundation vent. �, in ° E ` O U o ----' '^ L I min 45 sq in of net y.=_wE r ��o Q0 O N 1 1 '= U °�`5 U c C y 0 - -----+ free air per piece. c.E 0 s c -1 , , , o1 I 1 1 1 11 1' 1 " ' 11 ' 11 I ' 3 11 ; , Crawl Space Ventilation: •�O•O O`� U—0 '� U 0 8-8/2 8-8 8-8 00 8-$ 8-8 71-13/411 7-1 a 1 ` aU °Y C 0Y �Y N N _ g the total area of ventilation openings (U Sa ° ._ ° 3 1 ~ - ' r c S u' TYPICAL INT. FOOTING/COL \ > a` ° --- --- 1 1 L N•L) 3 +L-+ C'C N 3 OU EXTERIOR PATIO SLAB � 3 1-3/4"x 9-1/2" LVID may be reduced to 1/1500 of the " _�- 1 : 1 : 1 t 1 � � 1 ,r w U ci ° o °n.cLi� a»� 30"x30"x12"THICK ------- --'-------L---------------'-- ' o ° °' c y 6"4000 PSI CAST-IN-PLACE SLAB , , CO CAST-IN-PLACE CONCRETE ---:-- ® , , under- floor area where the ground 'n w ------- m m._._ m �o�'3. surface Is treated with an approved t s W/6X6 w1.4/w1.4 WELDED WIRE MESH ' ' co - -'- ---- -- -- - ' L L °' o E FOOTING W/3-#4 REBARS 1 1 ON GRANULAR COMPACTED FILL. : : : Beam Pocket t , 1 n ` ° COLUMNAY&3"DIA STEEL --- --- steel shims as ep)di •aS ° oro ° w c °' tn" m m PITCH SLAB AWAY TO DRAIN �— p openings _ w ° �-------� q vapor retarder material and o enm s are placed so as to provide cross z a y ° 1 1 1 1 1 1 U `•'� � � �L N� C U C 1 I 1 1 C E � c� ° a ventilation of the space. �, s o ='D= r s �, --- -- -- __-, --- POST ABOVE - - •- -- u to to cr F- m E LG'Z5 n f0 U L ` \ ; BLOCK SOLID ; in (3) 1-3/4"x 9-1/2" LVL TYP. (3) 1-3/4"x 9-1/2" LVL _ ; ; opening One such vent o enin shall be _L__ __J____________,._____L__ ___t__________________L__ ___I______ _______L__ _-_i__-_____-_-_____ __ i -- ------ ------- -®- ----------- - -®-- ' --------------- -° ----- ------- --®-- '---------------- Sr-- ®' o within 3 feet of each corner of said building. -r- -n-- -r- --- -r- -- -r- -i-- 1 1 1 1 --+ , 1 1 1 1 1 1 Beam Pocke (typ) ' ' __:` 1 1 1 :steel shims s req'd ; �. .LU; ----- �Lf) , a$¢ CRAWL ACCESS: 1 1 { --------------------- ; _ ' 'N�"' HROUGH FOUNDATION WALL:MINIMUM 18"X 24" ' _______ I I ,j , (n 1 1 ;a •- zQ4• THROUGH FLOOR:MINIMUM 18"X 24" SEE SECTION M1305.1.4 FOR O "N , 1 --------- -------------- ACCESS REQUIREMENTS ' _____-_ ' ' WHERE MECHANICAL EQUIPMENT = ' ' ----- ------ ----------------------------------_- ----------------- -----+ I 1 _1 *11 u� : �- Q 1 1 R408.4 ACCESS (2)ANCHOR BOLTS ; ---------- ---- ----------------- ; IS LOCATED UNDER FLOORS. O LL IN EACH CS-PORTAL ' _ Ff - ; L� ; ; ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. FRAME WALL ABOVE ; ' , - 1 : ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM SECTION SEE o _ = ; 00 ; ; OF 18 INCHES BY 24 INCHES. OPENINGS THROUGH A PERIMETER ' --"---- - ---""-"-----_"'----"_--"- ' \ WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES. ANCHOR OVE , ;-- ' WHERE ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW ANCHOR INTO FDN : I �- ''___-_; ; .~- ~ ' ' GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES 13'-5" 4'-7" 3'-3" M SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE cD 1 1 BELOW THE THRESHOLD OF THE ACCESS OPENING. v 1 co ; THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER N 1 ' ' ' ( -7 ' ¢u A DOOR TO THE RESIDENCE.SEE SECTION M1305.1.4 FOR ACCESS C:) Lu N ' UNEXCAVATED D REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED O drop top of concrete 1 : -1 1 oo as required for garage ; ; 4" poured concrete slab ; ; 'N ; I I UNDER FLOORS. z doors 1 : 1 1 POST ABOVE 3'-0" ; 1 , with 6x6 10/10 WWM, 1 ' o BLOCK SOLID ( ' X C:) o Q on compacted to TYP. ;--- -------- -----------------------------f------------ ---------------------------+ M < LU LLI granular fill. Pitch slabI 1 31-611 1 '/4"/ft to garage doors. ._- ------------------------ -------- - --------------------------- -------------- Crawl Access: Through Foundation Wall: minimum 18" x 24" w ' ' cD 8X1LLI 6 FDN VENT g ----" '--'------"-- -" 1 I U DECK LATERAL HOLDOWNS Through Floor: minimum 18" x 24" i o — ; CV SIMPSON DTT2Z w/(8) g 0 0 1 2X8 DECK LEDGER Y 1UL 1. UN LJVVU Z 12"SDS see Section M 1305.1.4 for access requirements I = 1 Cp I WITHIN AIS EACH END m where mechanical equipment is located under floors. V1 •- --------------- --------------------------------------------------- ------------------- ---- -- W r- SEE DETAILS ON DWG-2 r 8X16 FDN VENT o (2)ANCHOR BOLTS (D � I ti TYPICAL ANCHOR BOLT -R403.1.6 4 IN EACH CS-PORTAL X 0 - MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH FRAME WALL ABOVE 2-2X8 treated deck girder, N O � I NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST (� SECTION-SEE ._-_--, _ d ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. DETAIL 3 ON PG 2 ; ; I ; 1. Walls 24 inches total length or shorter connecting offset braced wall panels shall be anchored to the foundation with not fewer than one anchor bolt located in the center third of the plate section and shall be attached to adjacent ----- --- - braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) 2. Connection of walls 12 inches total length or shorter connecting rr, offset braced wall panels to the foundation without anchor bolts shall be permitted. x YR COVERED The wall shall be attached to adjacent braced wall panels at corners as shown in � PORCH FOOTING Item 9 of Table R602.3(1). (Fastening Schedule) R SEE DETAIL-14 ON DWG-2 U M ~ 22'-7" 8'-51/2' 27'-111/2' TYPICAL FOUNDATION E""� d Z o 59'-0" IN ACCORDANCE WITH CHAPTER 4 M TABLE R404.1.2(8): ro P4 1 0 8" CAST-IN-PLACE WALL WITH °O -� HORIZONTAL REBAR PER TABLE Q x R404.1.2(1) - SEE DWG-1 NOTE #6. o c� ON 24" x12" CAST-IN-PLACE CONT. WALL FOOTING, ' 'n W/ 3 - 4 REBARS CONT. IN FOOTING. O 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE ED SHIELD, EXTERIOR DAMP-PROOFING, ALL FOUNDATION FOOTINGS TO EXTEND TO B FOUNDATION PLAN A VIRGIN SOIL 5 5LE: 1 /4n _ n � . ' i CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet R312.2 WINDOW FALL PROTECTION NOTE: the egress requirements of R310. TOP OF THE WINDOW SILL SHALL E 0 2. All windows shall meet Section R308 Glazing and BE A MINIMUM OF 24"ABOVE THE FINISHED R308.4 Hazardous locations. FLOOR AND GREATER THAN 72"ABOVE THE 3. Windows were required shall meet the Window Fall FINISHED GRADE OR OTHER SURFACES WINDOWS, EXTERIOR FRENCH & SLIDING DRS C/)BELOW ON THE EXTERIOR SIDE OF THE Q protection requirement 8312.2. BUILDING. SHALL COMPLY AS FOLLOWS: Plans indicates ANDERSEN series 244 4. Bathroom windows shall meet the hazardous Model Numbers and shall be In accordance with R609 N glazing requirements as per R308.4 8312.2.2 WINDOW OPENING CONTROL DEVICES: To be designed & installed as per manufacturers cc 5. Stairs, landings, railings & guards shall comply WINDOW OPENING CONTROL DEVICE SHALL specification for 140 ultimate design wind speed 0 with 8311 & 8312 COMPLY WITH ASTM F 2000. THE OPENING [NY]915.3.3 Residential Buildings and Commercial Buildings DEVICE AFTER OPERATION TO RELEASE THE With an Attached Motor Vehicle Related Occupancy and Table 301.2(2), 301.2(3) 6. Outside lighting shall comply with RE 3803.3 DEVICE SHALL ALLOW THE WINDOW TO Carbon monoxide detection shall be installed in a central or otherwise approved Provide HP LOW-E glass; U = .30, SHGC = .29 7. Stairway illumination shall comply with R303.67 FULLY OPEN TO MEET THE CLEAR OPENING location in each occupiable space in a commercial building and within 10 feet of EGRESS: shall meet R 310 and R303.8 AS REQUIRE TO MEET EGRESS R310.2.1 the entrance to sleeping areas and sleeping units in residential buildings WINDOW FALL PROTECTION: shall meet R312.2 8. Fireblocking shall comply with R302.11 thru R302.11.2 and commercial buildings that: MINIMUM EGRESS SIZE: 244 DH 3049 9. Draftstopping shall conform to R302.12 thru R302.12.1 1. Have a communicating opening with an attached motor vehicle related occupancy, Substitutions made upon meeting Code. 2. Share one or more common walls with an attached motor vehicle related occupancy,or 10. Flame spread and smoke-developed index for walls 3. Are located one story above or below a motor vehicle related occupancy. See page one, general notes for additional W and ceilings shall compy with R302.9 thru R302.9.4 11. Flame spread and smoke-developed index for code requirements. W Z insulation shall compy with R302.10 thru R302.10.5 0 Q 11. Recessed lighting fixtures rated for membrane penetration shall meet ASTM E119 � '� r and Flre Stopping as per ASTM E814 or UL 1479 59-0 W � 12. Exterior Decks shall comply with R507. _ W r U) W r- WCOD LANDING W ry &STAIRS& I.i. / 1 RAILINGS AS v 2'-0" - -------- -- --- - - PER CODE - ------- - -- -------- -------------------------- --------- ----------------- '_\ --------------- .. Framer to verify centerline of window - W 1 1 over sink with kitchen layout plan N ' provided b Owner or builder. 1..1_ J 4'-6" 4'-6" 4'-6" 4'-6" P Y N 0 0 96X80 SL GL M 96X80 SL GL 244DH3030 244DH3050-3 EGRESS N QUA 0 (2)1-314"x11-1/4"LVL (2)1-3/4"x11-1/4"LVL ,I 12'-0" o - x10 (2)1-3/4"x11-1/4"LVL M N o N allo F----- X N N � r n 0 0 _ _ _ _ _ _ _ _ _ _ U _ _ _ nL Q t V/ RAISED MASONRY PATIO ° o N KITCHEN � � � �� N `r 9'-0"CLG HT �@ C� u) � w Cn c Mw OF E o In UL LISTED -' C'? U_ U' ° g m y 6x6 P.T.WOOD POST WOOD BURNING FAM ILY -°° z g �, °' ` a o WRAP IN 1"AZEK Q PRE-FAB FIREPLACE .ry w ,°n o o o ROOM o LASS DOORS& x U '° o c o c HEARTH EXTENSION 9'-0"CLG HT �` `� N °'a N o" °t ° ` '� N N ^, -0.S G° a O 0) (2)1-3/4"x11-1/4"LVL 0 0 AS PER RESIDENTAIL N c v n m c w ac `o CODE-CHAPTER 10 � ire J S.�c o•F, ° a 1n M a o M 2 O.� t3- U"- Uw- ' ' VENT TO EXTERIOR �, MASTER c " °In'� °�°1 °, `Y f° BEDROOM COVERED = =In3 MASONRY o o c pO .0 � vaia�ivf04 N AP TIOo 0 0 iv i) 11'4"CLG HT02 CO.E.S;N rn m• o 00 Z m e 1 1 J �� ¢ _ ® ® U C.° O 0- V Q° ° CO 2x10 RIDGE cv o 2•- 1n S M c U In En � X ATTIC ACCESS PER In _E t Fn: m r= E ` y o a SEAL&INSULATE o 4• ° o m c a I-� r� x L vi-o c 4 _ _ - _ - _ - _1L1 kyr _ _ - �, VENT CLOTHES DRYER SECT.1102.2.4 CO N "' m.- Z.� Z ¢ � c m ° m o Iw- O 1- IN ACCORDANCE WITH SEE DET ON DWG-3 2 m n y v m v o t ` SEAL&INSULATE N ❑ th m o V ' 'X `_ �' c CHAPTER 15-CLOTHES `�' `� _ ° � L ° °` °7 ¢ U z TTIC ACCESS PER v ivCL X z g DYERS EXHAUST. 2-2x10 2-12"LVL POST POST `o SECT. 1102.2.4 2.2x10 N Cl) x J 0 C) s' LVL (2)1-3/4"x 9-1/4"LVL LVL EE DET ON DWG-3 "o 'J w C'J _ _ FLUSH 'r _ X 4'7" II= s= POST , ' I XN O o ii �- "' a? P=,`-'-.__ ; LVL 2'-0" 7'0" 4'0" 6'-7'/,' 3'-2" 4,°1, N _ I I r s co In ♦i 1 1 N co 4'-°" 'F= _� hU.7'r= 3'/2" 3,/2" 31/2" 5,/7" (2)1-3/4"x11-1/4"LVL N N o "' fan ecbes := 11 ° � J N E=s=mEtJ== I ,N to , CO to D 71-011 _N 61-01/211 t4'0- 1 11 L OPEN X,� N N (D l7 3-4 �f-�R==�-S'= To II = NOTE:PATIO RAISED MORE THAN 30" o ABOVE J ° " OFF FINISHED GRADE WILL --- 11 J WALK-IN WALK-IN REQUIRE A RAILING - ° ° I $ CLOSET 2' 10" 2'-6" CLOSET -- - _ _ ao " INSULATED SOLID CORE, STEELDOOR,OR I ^ oDINING -- ------- -----�- -_ ' On20-MINUTE FIRE RATED DDOR. .-'� --- --- llROOMfan EACH WEATHER STRIPPED - o W/SELF CLOSING DEVICE. 1' c? 9'-0"CLG HT ° N 13'-9'/� ' 4'7" 3'-5'/2" --- ---- Q o J 'o ' GARAGE MASTER W 12 i DWELLING GARAGE ' C BATH c CV F_ O J - x °o ' SEPARATION IN l) / \ 9'-0"CLG HT r O o 9 9) '� ACCORDANCE WITH _ P __- �- (n o TABLE R302.6 8'-0 13' 0" 14'-41/2" Q Q pp ao pp I (O --- „ 1 SEE DWG-1 FOR TABLE 3'/2" 3'/:" ' INSULATE WALLS raw ng-2 429.5 U i COMMON WITH LIVING 1 (2)1-3/4"x 9-1/2"LVL (2)1-3/4"x 9-1/2"LVL (W W AREA. PROVIDE:HEAT N ' DETECTOR PER R314.2.1 m > Q W Z0 244DH3040-2 TEMP GL � U) 2-2x10 2-2x10 2"2x12 u POST refer to 244DH3050 244DH3050 LVL (Y Bl ti v N I� __ __ _ _____ _ __ __ --- ------------------------ permacast columns W ct 6-6'/i' 13'-91h" T-7'/," MM ) O ' 6'-0" 10'-7" 10'7" 5'-10'/" 27'-11'/x' F� `✓ r O 'C 11/15/22 per call with owner 22'-53/," 36'-6'/," ^/ p C-n C1 D J 9'-1" PLATE HEIGHT window and door O Smoke Detector -m AREA SCHEDULE headers:2-2x10 minimum B 1 ST FLOOR PLAN a unless noted A Carbon Monoxide Detector NAME AREA 55 co Refer to DWG-1 General Notes SCALE: 1/4" - 1'-O" FIRE BLOCKING SHALL BE INSTALLED FIRST FLOOR AREA 1754.8 sq ft. IN ACCORDANCE WITH R302.11 In accordance with Section 915 of the pf901p O� THRU R302.11.2 AND DRAFTSTOPPING 2020 IFC, R314, R315 of the Residential �l GARAGE AREA 226.8 Sq ft. PER R302.12 THRU R302.12.1 code of NYS d od r I i y q k I j i Q U c0 L Q C N N ca O U _U Q.' UJ W �-- U Z Z 44'-2" Z W 0 4'-3/2" 13-8 6-11 111-101, 71-51/211 �r^^_ W O v! W 0 Z TEMP GL W Z 244DH2O36 EGRESS 244DH3050 -2 244DH2836 EGRESS 244DH3050 - 2 r Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — _ I — 0 2-2x8 2-2x10 2-2x8 2-2x10 v J rH � cV ' y 15'-0" -1-poT-8" 14'-0" N O W O 3'/2' U _C 51/Z 1 fan 3'/211 0 in ° 5'/z" U o � �i WOOD 5'-6'/z" w �v ® �� BEDROOM #3 0 @� < U J Z FRAME I cn ° U) 8'-0"CLG HT cn Q CHIMNEY M W W 3: 10Wog 2'-5" wog Wog ON = 0 ,� m Bedroom #2 0 � m �, F- � (,� (n f— ` z J 8'-0"CLG HT Q z J v Q Z J BATHROOM CONT. RIDGE VENTco o U 0 o o W 0 o w 0 cricket �� °/ N � X cLO V � �t cV 0 v 0 a N N 2x12 RIDGE - N N N N rn'� o f - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - 3 E f0 ` o n`ow CONT.RIDGE VENT I _ O °— t o N " N U SEAL&INSULATE �� 0. a� N M O V ATTIC ACCESS PER u $, t 2'-4" 2_/ SECT. 1102.2.4 Aa o o.m o a u o WALK-IN � () O 1 I SEE DET ON DWG-3 c a m = HALL / a S 2n 3 O CO �O . ' ° 3 L pt m � w 1 Z0 N m U) co co , O �o�/ I �n _-- _ 2x12 RIDGE o 0 0 0 w o 1 C O V d C G�V lD +L.' U Of H U) N c o `� a w U LLJI , „ LL � � IcV �/+�a� min. tfc , M Laic Nno' 3UE 5-6/z 'N co /�(� 1- 11 `9CC�SS�%�`', iV - Zv ro o c=-0 w caw 0 ° �` `m PA o 0 z NI v U 2'-6" _DOWN--- 0 c 2 -5=0 -N c� ��'z ¢ c o L) 0 cn ? Guardrail Q c o = n-E m o o ° U r I ---- -- _ U HcoiuoimiT FL- mEo.Soo o X N N Unfinished 2nd Floor Os z __ _ - 0 0 M 1 Storage Only _________ CO LO N ? ----------POST _ N I 1� cn w cv a .��U) TYP( -- w O /2"LVL FLUSH ' c ~ of 2,1 6" -- - .- I ----------- POST < z J � w , I -- TYP BEDROOM #4 � o w o � R-21 BATT (D Unfini ed 2 d Floor ---- -- I 8'-0"CLG HT ` x U U � INSULATION p I I N 0It / � , Sxra e Only --------- N " , \ N U /� X I I -----"'- 10 RAFTERSJ 16" OC w /' `� I _ _ 2X6 G JSTS,c 16"OC \ 2 X 10 RAFTERS 1 " OC /���°� I ------------ 2x4 _________ 2X4 48 OC 2x4 C.T. ' @ 48"oc I 13'-0" \ o 2-2X8 N F- � I - - - - - - - - - - - - - - - r2-2x8 1 EGRESS 244DH3050- 2 N Q � Q / tY U J ROOF PLAN + — — — — -- - — — — — - - - - - - - - - — — - -I- - — w w U SCALE: 1/4" = 1'-0" 244FX5050 LL > Q � U) Ll� h V H 6'-111/2' ol xy 13'-3'/Z" c ,.0 44'-2" A. r-+ � U ; � o 7 M V 1 O 00 2ND FLOOR PLAN o r 3 BA 1/4" = 1'-0" A R AREA SCHEDULE NAME AREA r `� FIRST FLOOR AREA 1005.1 sq ft. " * ,• r y�i • r)�pOtir _` 9m Elmo= 4 I o- F E U w.+ (o L V1 Q CONT. RIDGE VENT CONT. RIDGE VENT N 12 / U 9� 12 ASPHALT SHINGLES ASPHALT SHINGLES 9 / / GUTTERS & LEADERS CONT. RIDGE VENT / ' CONT. RIDGE VENT AS REQUIRED / / TYPICAL' ' ` \ TOP OF PLATE - wz 12 - z _1 �.p o CONCEALED FLASHING Q ` TYPICAL W TOP _ SUBFLOOR TOP PLATE Wry ryUz FH 9 zWo NCO MENTOP OF BFLOORILJ — MASONRY PATIO Q C) TOP OFIry-F_ __ 0 04 N vV d• O C-'4 O N EX.EL:7.0 EX.EL!7.0 ' EX.EL:7.0 AE 6 Cn -✓ i I I 11 I I I I I I ►� U) I I I I I ----------------------------I--- ------------•--------- ---- ---------------- --------------------------------- - EX.EL:7.0 I I I I I I I ` BOTFOOTING- - - - - - - - - - - - - - - - - - - - - - - - - - - BOT F - - - - - - - - - - - - - - - - - - - - - - - - - - - L L - - - - - - -'-'- - - - - - - - - - - - - L L - - - - -'I- - - - - - - - - - - - - -' � c E.0 STAIR HANDRAIL NOTE: GUARD RAIL NOTE: 2 °r PROVIDE HANDRAIL ON AT LEAST ONE SIDE PORCHES,BALCONIES OR RAISED FLOOR a 0, L) rn t o °C T OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT SURFACES LOCATED MORE THAN 30 INCHES 3 Cc: WITH FOUR OR MORE RISERS. ABOVE THE FLOOR OR GRADE BELOW SHALL - - a a a m RIGHT ELEVATION NOTE; REAR ELEVATION HANDRAIL HEIGHT MEASURED ABOVE HAVE A RAILING NOT LESS THAN 36 INCHES c i� L) ELEVATION DATUMS, AE ELVATION and STAIR TREAD NOSING,SHALL NOT BE LESS THAN IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND o o ° v w N v 8 34 INCHES AND NOT MORE THAN 381NCHES. BALUSTERS AND BOTTOM RAILS THAT ARE a ° _ 25 SURVEY COORDINATES _ NO MORE THAN 4 INCHES APART. iu`� E c ° 11 1 11 II 1 11 a w e..° 3 t c•E� SCALE: 3/16 - 1 -0 WERE TAKEN FROM SCALE: 3/16 — 1 -O ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIR FROM A POINT DIRECTLY EXCEPTIONS: c c°i a 2t. c ani N w of m SURVEY PREPARED BY: ABOVE THE TOP RISER OF A FLIGHT TO A POINT THE TRAINGULAR OPENINGS FORMED m.�' •c c n� '� 15 MICHAEL WICKS DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. BY THE RISER,TREAD AND BOTTOM RAIL OF THE L F_c c CU N o a 3a GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY � a c•o w M.c° E m SURVEYED 1/29/2022: REFER TO SURVEY HANDRAILS ADJACENT TO A WALL SHALL HAVE A ARE PREMITTED TO BE OF SUCH A SIZE THATA s •N 5 m E o N Chimneys shall extend at least 2 feet higher FOR ADDITIONAL INFORMATION SPACE OF NOT BE LESS THAN 1-1/2 INCHES 6 INCH SPHERE CANNOT PASS THROUGH. 'z-E z. ¢N c BETWEEN THE WALL THE HANDRAIL. m c n E m a� o o v than any portion of a building within 10 feet, SEE NYS CODE FOR EXCEPTIONS.REFER TO GUARDS ON THE OPEN SIDE OF STAIRS SHALL m m T H m E a o but shall not be less than 3 feet above the NYS CODE FOR GRIP SIZE SPECIFICATIONS. NOT HAVE OPENINGS THAT ALLOW PASSAGE OF highest point where the chimney passes ASPHERE 4-3/8"INCHES IN DIAMETER. through the roof (Chapter 10 - Table R1001.1) OPEN SIDES OF STAIRS WITH ATOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. CONT. RIDGE VENT CONT. RIDGE VENT 12 , � ♦ ♦ 12 � ASPHALT SHINGLES 10 10 ASPHALT SHINGLES 12 CONCEALED FLASHING / ` 9 ------CONCEALED FLASHING N TYPICAL .. , ` CONT. RIDGE VENT ` TYPICAL N ` CONT. RIDGE VENT c��l F_ / ♦ . / — IN TOP TOP O PLATE � I� Z / ♦ 12 � 12 / / ♦ ` 10 WOOD � ` 12 ¢ o 10 / FRAME < U w ` - _ ®I ` o CHIMN cricke �9 m > %% W LU U / TOP OF S BFLOOR / - '� TOP O PLATE hal - --- fJ--- - ® - - 4" AZEK BEADED WRAP HDR IN AZEK _ PORCH SOFFIT ON 0 6x6 P.T.WOOD POSTCD 6x6 P.T.WOOD POST FURRING STRIPS WRAP IN 1"AZEK WRAP IN 1"AZEK h _q OLD P I TOP OF S BFLOOR - a �, CO I TOP OF FOU DATION MASONRY PATIO -- -- MASONRY PATIO Q N N EL:8.0 FffEB ARD N W OU EX.EL:7.0 EX.EL:7.0 0 EX.EL:7.0 (� . ¢ Z CV NAE 6 II ---------�------ I I I---- . -�----- --I-- - ----------------I---- ----- `n - ------------- ----------- ------------------�------ 9 � � 7 M �- - - - - -- - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - -� - - - - J_ - 1 I - - - J- - 1- - - - - -I- -I- - - - - - - - - - - - - - ih " rr oCb, i BOT OF_oF OTIN � 10 ON U ct WATER LEVEL T E LIEVAT I O NS a�C FRONT ELEVATION PER SOIL BORING 5 >�, �� O TEST DATED: 2/17/2022 ++ + 11 „ _ SCALE: 3/16 = 1 -0 rI' SCALE: 3/16 - V-011 M b �rso1 p T OF IN Continuous Ridge Vent VENTS: TYPICAL ROOF CONSTRUCTION P3103.1 ROOF EXTENSION Ridge board 2.3.2 COLLAR TIES Class AAsphalt Roof Shingles w/ E OPEN VENT PIPES SHALL SHALL BE NAILED with 4-10d ROOF JL 4"VTR IL 4"VTR EXTEND MINIMUM 6"ABOVE BOX NAILS IN ACCORDANCE fasteners per manufacturer's specification THE ROOF OR 6"ABOVE THE 12 WITH FASTENING SCHEDULE and 2020 NYS code. co .� ANTICIPATED SNOW ACCUMULATION. Ice & Water barrier as per section R905.1.2 P3103.2 FROST CLOSURE: 9 D (Note: Double underlayment is required Q WHERE THE 97.5%VALUE FOR R402.2.3;EAVE BAFFLES 2" OUT-SIDE DESIGN TEMP IS 0 DEG F SHALL BE INSTALLED IN VENTED ATTICS. for Roof slopes between 2 on 12 and 4 on 12) •N OR LESS.VENT EXTENSION THROUGH A BAFFLE SHALL BE INSTALLED Framing As per plans with 1/2" exterior grade A ROOF OR WALL SHALL NOT BE LESS 2x4 CT @ 48" oCADJACENT TO SOFFIT AND EAVE VENTS THAN 3"IN DIAMETER, ANY INCREASE 12 AND EXTEND OVER THE TOP OF THE span rated structural plywood Sheathing, U IN SIZE OF THE VENT SHALL BE MADE ATTIC INSULATION Nail to framing in accordance Fastener 3" NOT LESS THE 1 FOOT INSIDE THE 9 Schedules & Strapping per detail sheet THERMAL ENVELOPE OF THE BUILDING. RAFTER/CEILING JOIST HEEL pP g p (s)• 1 1/2" 1 1/2" 1 1/2" JOINT CONNECTION Flashing per R905.2.8 ATTIC SHALL BE NAILED TOGETHER IN ACCORDANCE 2„ 311 WITH TABLE R802.5.2 TYPICAL SOFFIT CONSTRUCTION. WITH D MPSON H AAT WG-1 FOR EACH 12" overhangs-typical 2 ND FL. RAFTER TO STUD. TOP OF PLATE 6" Wood fascia & 6" Wood rake boards. - - - - Trim in aluminum or use "azek" or equal W 3 f1i211 R-30C BATT \11R-30C BATT I Metal drip edge per R905.2.8.5 W Z 2 2X8 LEDGER INSULATION INSULATION Fully Vented Vinyl Soffits 3 LAG SCREW TO V < STUDS @ 16"OC SIMPSON SKEWED TYPICAL EXTERIOR WALL Z —� r 211 211 RAF HANGERER @EACH CLOS CLOS -1 2 x 6 Doug-Fir Wood Studs @ 16" oC. W 11 I` 3 Bedroom #4 Bedroom #3 Co Double top Plate and Single Sole Plate. (� W M 2x6 Rafters 16''oc 1/2" exterior Grade - Span Rated W � 2" 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2x4 Ceiling Joists 16"oc Continuous Structural OSB Sheathing. U) WASHER DW TOP OF UBFLOOR Fastened per Fastener schedule. W ry 2 2 __ ________ __ _ _ _ _ tyvec House Wrap or equal. �/ U Z _T_o OF_PLATE Siding as per clients selection 1 ST FL. installed per manuf specs and code. �- Q VINYL SOFFIT ON ; Cont. load path strapping installed in accordance FURRING STRIPS ENGINEERED 3" 2�� 21 BATT with drawings. Provide Fire Blocking in accordance Z �/ _I FLOOR with R302.11 & R302.11.1 and 4" FAI I� 3" 11 3' JOISTS J INSULATION 3" 11 3 Draftstopping per R302.12 & R302.12.1 N O O 3 DININGo N U S CO CO ROOM KITCHEN TYPICAL FLOOR CONSTRUCTION Q 4" ) 3/4" Plywood Span Rated Subfloor, ry O00 Z) Glued and Nailed in O CV O CONNECT TO A NEW R-30C BATT ENGINEERED accordance with the fastener schedule. r ) / SUFFOLK COUNTY DEPT. INSULATION FLOOR U T_ V OF HEALTH APPROVED JOISTS TOP OF UBFLOOR Floor joists and Bridging as per Code. SANITARY SYSTEM y,( TOP_OF FOUNDATION TYPICAL FOUNDATION CONSTRUCTION PLUMBING RISER DIAGRAM '6in accordance with chapter 4 y NOT TO SCALE °.� CRAWL SPACE ° "' 3000 psi Air Entrained cast-in-place concretew ° E CU 5 TYP.CRAWL SLAB "! b wall on cast-in-place Concrete Wall Footing per o.2 o V) 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 �° '� m iT w m 3 o `o o s 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS AE 6 R403. refer to Foundation Plan for footing size & w °,E Z c y ° - - - - - - - - - - - - _ - - thickness. o�� � cut MUST BE INCOMPLIANCE WITH CHAPTERS 25 THRU 31 °. o. ° c c o 8 o m m 0 Q7 O U y (p Damproofing per R406. - „ y L o 2"CONCRETE SLAB ON BOT OF FOOTING c a c c� a� o-- 2- 2x6 approved treated Sill Plates _ ° ° ° M ° 4"BASE COURSE OF CLEAN — - — - — E E•� `o U y m 7 GRADED GRAVEL OR SAND. °� Sill Seal And Termite shield per = a° �'� > 2 o mrn2co ca oc ; 6 MIL VAPOR BARRIER. Bottom Of 0-c C5.2 3 L c'c ,3 0 Section R318. Anchor bolts per Foundation Plan o;,o 0 o L 0 ° L Footing to and R403.1.6 = ° U a 12 r N be 36" below rs _ � N ° _ 8.3o.E Grade Minimum INTERIOR WALL FINISH w °_° Z N L „ '° .��° c E 2 c n Provide 1/2 Gypsum Wall Board on ceilings 2.�E Z Q N U o Continuous Ridge Vent and walls except basement walls & clgs - unless L oE C r-0 CO o Ridge board SECTION - A noted. Min 1/2" Moisture Resistant Wall Board on ~ L) �' `o � ~ `° E L. ° RAFTER/CEILING JOIST HEEL Ceiling and all walls in Bathrooms (humid areas) R802.3.2 COLLAR TIES JOINT CONNECTION �� �� and 5/8" cement board on walls and ceilings in wet areas. SHALL BE NAILED with 4-10d SHALL BE NAILED SCALE: 1 /4 - 1 -0 BOX NAILS IN ACCORDANCE--, TOGETHER IN ACCORDANCE Provide 5/8' Fire Rated gypsum wall Board on walls WITH FASTENING SCHEDULE 12 WITH TABLE R802.5.2 and ceiling located as per code, manufacturers 2x4 CT @ 48" oC W TH EE 8 MPSONN H AAT WG-1 FOR EACH requirements and drawings. 12 9 RAFTER TO STUD. R402.2.3;EAVE 9 D SHALL BE INSTALLED EN VENTED ATTICS, ATTIC A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS AND EXTEND OVER THE TOP OF THE R-30C BATT ATTIC INSULATION INSULATION R806.3 MIN.1"AIR GAP TOP OF PLATE BETWN INSULATION AND SHEATHING CV R802.3.2 APPED JOIST N W C:) E— SHALL BE NAILED with 4-16d 0 COMMON NAILS IN ACCORDANCE z WITH TABLE R802.5.1(9) INSULATION SCHEDULE R302.13 Fire protection of floors. cn C? shall comply with 2018 IECC. Floor assemblies that are not required elsewhere in this code to Q Lu Q Unfinished 2nd Floor Unfinished bo following Insulations specifications be fire-resistance rated, shall be provided with a c_Wn Storage Only 2nd Floor BEDROOM #2 g p as provided by Res Check '/z -inch sum wallboard membrane, m > g y 21 BATT gyp W Storage Only INSULATION %-inch wood structural panel membrane, LL 01fU) ENGINEERED FLAT CEILING INSULATION: R-30c batt framing on the underside of the floor equivalent FLOOR TOP OF SUBFLOOR (batt insulation not to be compressed) ore q g member. JOISTS _ — - _ VAULTED CEILING INSULATION: Vaulted: R-30c batt (batt insulation not to be compressed) Penetrations or openings for ducts, vents, electrical outlets, — - TOP OF PLATE ABOVE GRADE EXTERIOR WALL: R-21 lighting, devices, luminaires, wires, speakers, drainage, (Picture frame air seal to meet blower door requirement) piping and similar openings or penetrations shall be permitted. R-21 BATT RIM JOIST INSULATION: R-30c batt INSULATION WINDOWS/SKYLIGHTS: U: 5 0.30, SHGC: 5 0.30 r h� FOUNDATION WALLS: R-11 Draped on foundation walls Exceptions: V R-21 BATT ® ® ABOVE GRADE GARAGE WALL: R-15 batt in 2x4 wood studs I� INSULATION FAMILY BATT ATTIC STAIR COVER/ACCESS 1. Floor assemblies located directly over a space protected by an 21 o HATCH: Cover: z R-13 foam board or equivalent 2 CAR ROOM INSULATION automatic sprinkler system in accordance with Section P2904, OTHER SPECIFICATIONS NFPA 13D, or other approved equivalent sprinkler system. GARAGE R-30C BATT NSULATION INFILTRATION (BLOWER DOOR): :5 3 air changes per hour ENGINEERED DUCT LEAKAGE: s 4% leakage for ducts outside of thermal envelope 2. Floor assemblies located directly over a crawl space not intended '— FLOOR LIGHTING: 100% high efficiency lighting (CFL's or LED's) for storage or fuel-fired appliances. ; o JOISTS APPLIANCES:All appliances must be Energy Star certified _ — - -TOP OF SUBFLOOR � � ¢ Z O 3. Portions of floor assemblies d TOF' OF FOUNDATION If part or the entire attic will be decked over with plywood, 1'� • - — - — - — the ceiling joists must be deep enough in order to fit the shall be permitted to be unprotected where complying with the following: ►�-� ? M TYP.GARAGE SLAB batt insulation so that it is not compressed. If not then 3.1. The aggregate area of the unprotected portions does not exceed `�' o ° PITCH TO DOORS - Cl) rr ll b " CRAWL SPACE 6 Clg Jsts will have to be built up or upgraded to the next 80 square feet per story V bA =.T-!=.=T b, 1 a. b, N LVL GIRDER TYP.CRAWL SLAB b h ... _. . Fireblocking in accordance with Section R302.11.1 is Installed along ® 32 -cs :y R403.6 Mechanical ventilation shall be provided that o meets the requirements of section M1507 the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly. ° 2"CONCRETE SLAB ON ��4"� �`f��' •' ° 4"BASE COURSE OF CLEAN °.� BOT OF FOOTING R403.7 Heating and cooling equipment shall be '� J F11 <g+j� OU GRADED GRAVEL OR SAND. °, — - — - — sized in accordance with ACCA manual J by a 4. Wood floor assemblies using dimension lumber or structural composite • °'• 6 MIL VAPOR BARRIER. certified third party rater. lumber equal t0 Or greater than 2-inch by 1 0-inch nominal dimension, SECTION - or other approved floor assemblies demonstrating equivalent fire performance. z.`. t9T yob' . SCALE: 1 /4 = 1 '-O" 0 1 0 0 FOf=NE�t PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 OF THE RESIDENTAIL CODE. BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 1-D 2-1 2-2 2-3 2-A 2-B E O V TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP CS-WSP CS-PF CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP BRACING METHOD (0 ® CS WSP CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT) 16 16.66 26.75 16.66 35.83 36.5 35.83 15.1 36.2 13 36.3 26.75 26.75 a ;a ( WOOD STRUCTURAL PANEL <( J DETAIL #1 ON DWG 2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 48" 27" 27" 27" 27" 48" 27" 24" 24" 24" 24" 24" O N 77 _ _S MOITIoMOD OM3 _ ��f_NORIOHOC CM3 w TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 8 17 11.7 5 15.3 8.3 31 3.77 16 3.5 16 6.3 6.3 N CS P F CONTINUOUS SHEATHING (0 PORTAL FRAME TABLE R602.10.3 2 Page 181 WIND ADJUSMENT FACTORS a,b,c O l DETAIL#3,DWG 2 O 9 0 I ® GB GYPSUM BOARD 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 U 2. ROOF EAVE TO RIDGE HEIGHT .97 .97 .97 .97 1.22 1 .97 1 .94 .94 •94 .94 .94 � �� ; BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 3. WALL HEIGHT .95 .95 .95 1 1 1 .95 .95 ,9 .9 .9 •9 .9 '__--r'_:i � L, _. .' .. _+- 1 FOR HOEDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1 1 A MOITIaMOD x143 a MOITIaNOD at43 FOR NAILING SCHEDULE. ALL BRACED 2TM3M3511UO3S1 -.-•. ='';-;-• --r ► WALL PANELS SHALL BE FULL-HEIGHT 5. ADDITIONAL HOLDOWNS W SECTIONS OF WALL WITH NO VERTICAL ril:: hnr±lcr rir r: u. it,✓boac-d iot'"VZ:19nsq rnutaSl I '-- OR HORIZONTAL OFFSETS. W z 6. GYPSUM BOARD OMITTED I 21eriF^; 15'4,1GU1'2 b00'w U r!i:v b r+,.'3;rarL?,3rd iir,;v bf�'wd i0 l"SE 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH !:'ntC!19d:1 Is',cl:rJ�;r 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 7. GYPSUM BOARD FASTENING .7 .7 z J ri::v ber!teerie ee n'i!s:;been d lot'"t S :a sons?ai0 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 RESULT REQUIRED BRACED WALL LENGTH FT 11 15.9 15.6 7 27 12 28.9 5.2 17.6 3.8 17.6 5.3 5.3 r Irvloul!?bnrw 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE ( ) W \/ r'll:v berL:,er!z 2sr.!I ifrwr beosid Irl"SE SHALL BE OFFSET NOT MORE THAN 4 FEET. brrsac!I:x;1 Irru1 xr!? �„_- 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 2.8 8.5 Q THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. W r mll 1r)o;-:!lo oril of brmnl?rt�li:x.,ro?t!I 00:3 nwob-bloH a 140MC1000 GV13 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH PER PLAN BRACING LENGTH PROVIDED (FT) 15.4 17 15.7 8 30.83 16.58 29 24.5 24.5 10.7 24 19 10.9 W �� br's�emoo oris of 1�-)eclo lensq,lihs;b-p-'sid :eoiveb END OF A BRACED WALL LINE wol�'!prwr,wl ioal io nni'rbm of odl of 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y UJ r PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE ' a WaS.X-dlt,mm 20L=foot t Imm A.2S=darli t:It io9 R602.10.2.2 v T.OM0a51 3AU013 a. Linear interpolation shall be permitted 23MIJ JJAW 033AA8 5103 2M01TI OM03 at13 b.The total adjustment factor is the product of all applicable adjustment factors. ` c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines r Q OMIHTA3H2 2000MiTM03 HTIW provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. W Z � 44'-2" N O 0 al I o ' M � I � I QUA J N 4'-0" m l 35'-10'/2' m ' 15'-1'/z" m ' 4'-0" 4'-0" I m 36'-2" m 4'-0" CO I 2'-411 8'-33/<11 �� 3'-3 17/32" I 5'-63/8" 6'-9 3/32" 7'-7 5/16" ' I I CS-WSP 1 1 CS-WSP N I CS-WSP CS-WSP CS-WSP CS-WSP I CS-WSP I CS-WSP 1 ----------------- --------------------- ------------------ -------------------- -------- `82 E o a a 0 Cn 0 U , U ifi it U I I I I oo `i ° ccs ° o ° � rn " cco - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - BWL 2-A BWL 1-1 U BWL 1-1 _7 ° °' 0, ° L N 5.� 1 1 - '}- CO o C°.7 w y V O O Y n.U N O U7 N`f0 Cn 1 C 00 p ° dU d NAL 0 0 01�, C N U7 11,11 L fn 01 C Ip "LUT Ql.'n�O'3 ' I C N 01 En -' w f I N O C'�� A L N Ul C N bo Zr ' I 1 C 2 U O. !E -6 �mE � ° ° In Q fn N Ql N O 0_0 C13 010 a, I I . I O 00 1 zoC? r 1 I I I I 1 , 1 I I I 1 ' I I I i I I1 I 1 I ' II 1 zn I I I 1 I i ' N I I zo ---------------------------+ •- ---------- E D OF 1 ------ I =N BWL 1-2 I I I I I t I I I I 1 B ACE WALL I ----- -- - - - - - - - - - - I - - - - - - - - - - ----- - - - 1 - - - - - - - - -- - - - - - - - - - - I I - T - - - -------- 1 , --- - ------ ----------- ----C6 I -- to -- - ------------------- ----------- ----Yn - - - - - o M Np W 1 ---------- I ' U ' I - - - 1 I i U N F- I -------- - - - ----- -- --- ====; 1 -------------- -- ----- - I ; I ------ z 1 T - 1 1 _ _ _ __ I I 1 I 0 ____--____ , `. Q d ' M 1 Q UJ _ '�rr�� V) SIMPSON HDU2J - -------- �� r 13'-7'/2" 3'-5/2" ----- ---- I HOLDOWN 03 > Q rl ----------- I I _ I ALLOWABLE W � ----- ' U ' I LOAD:3000 LBS LL p 1 u _ O --------- 00 - - ' - - - - - - - - - - � - - - - - - BWL 2_B r �E- ' GBMETHO - - i - - - - - - - - - - - - - - - - - - - - - ' - - - -- - - - BWL 1-3 1 a o o TABLE R602.10.4 F� =w z a 7"O.C.AT PANEL EDGES I M �Cn N 1 INCLUDING TOP AND I - 1 o n ��� BOTTOM PLATES,7"IN FIELD ----------- - ----------- ' CS-WSP I I �¢ ALL HORIZONTAL JOINTS I CS-WSP CS-WSP CS- SP CS-WSP o , BLOCKED AND I I LL z FRAMING CONNECTIONS ' -4- O_ i��-�P_ER_DraU2i DtiV .�-___�__•�_ -_ -------- CS-WSP I CS-W P - 0° CS-PF 1 BWL 1-4 o a I 1 1 ' - - - - - - - - - - _ - - - - - - - - - - - - - I - - - CONTINUOUSLY SHEATHED -PMTArFRAME.SEE DET 3 ' n ON DWG-2 AND I ( ► E"{ 3'-4Y." 1 4'-0" I FIGURE R602.10.6.4 1'-10'/2' I 1'-10'/2' o \_41 --- ------I----------• 1 p I it 1 1 /]1-63/11 3'_33 " 31-011 I 3'-2'/211 LLI I r. ' I CS-WSP i CS-WS _ - ----------- 1 0C a N I N I u_ � I 51-011 13'-0/2 1 I 1 ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-011 4'-0" 14'-7" 4'-0" 32'-5" ( 4'-0" 0", 2ND FLOOR WALL BRACING PLAN I591-0" � 1, 1 II ¢ m ' �. s�'St y�o1a pQ SCALE: 1/4 = 1'-0" I I I r T� v�y , � NE0 Im Im Im SITE PLAN PROPOSED ROOF DRAIN DRYWELL(TYP-3) r «^ LOT 14 ELEV 525' EXISTING SANITARY ^�� SYSTEM TO REMOVED N REMOVE 96 SF SHED f -5•� PRIVATE WELL WATER c\ a z 'm LLi�• t Y ,_ C� REMOVE EXISTING WALL m G '1I I f i DWI s- PROPOSED U.G.ELECTRIC AND AIR o o O „. \ 1 1 e l r 204.76`_ y y y I """ I ! a w t SifED j l C_- 34 E\ HOSE FOR HYDRO-ACTION SEPTIC TANK 2IO 0 G I v y • t PROPOSED HYDROACTION 1 I y �i ID.AL lVE,T.LANE,6 80'6NDARY ABANDON 1 _i 60 0'-- 1---�= i a 6� AN500 TREATMENT UNIT j• 1 O — 1� y `v F EXISTING '` :' iii � I� 1 y W WELL I 21j PROPOSED RETAINING WALL(TW=7.6) %n ! 1 '. �( PROPOSED CONTOURS ` I I v m 12-i9�15 y y W y 1 26,4` " i . 1 .., - - au I I 1 1 y y m y y y 1 77.1 1 " ELEV 5.40, q ri 1 '�' W '� OUTLINE OF 1 34.9 y..; O �7.,:,_-'�, w W I 4 y / PROPOSED 10' IN PROPOSED * ;c-,'� s`x r I 1 v EXISTING RESIDENCE p \- Z v ELECTRIC SERVICE -I o I 1 y 1 W W TO BE DEMOLISHED 1 if SANITARY ALARM TEST C� C)) CONTROL PANEL ` y HOLE 60 PROPOSED INFILTRATOR Z Q , O b I 1 1 W y y c• 1::i:•:.:f f :`7 .,�vZmSScno C QUICK4PLUS 1 z I y u y a �.._.... .:::::: i 1 `• 1r?�o>0 1rt�z� .\v 1 -A. mA�-�T�G)O O151 Q rC)Orr-rnm 30100 Q f J T I y PROPOSED zmm Iz J _ 1 y S:e•• `1 ! <II uo�G�nNo x1 'N11Nt, 0 0 l0 \G Q zap SILT FENCE \�Jo�oYnA m ~ � ELEV5.15' 1 t o�nT \ II� ' IzQ.,�c. 6' ` W V y y y Wry '.'..._'., t \ �1T��0 `. `l Js�i10 ' O 1 rTVI ti Q J \ 11 < "- . li i Iw c� PROPOSED a Q m "' m I_{.:...,L.l 1490 SF �y LLJ V PROPOSED NON-TURF `:•.•.•::.:.a p�\ `GRAVEL J Z Z I 1 v 3Q.4I'�ca t h 1 I ISI y 0 o I W y BUFFER FENCE ! :.; °=. rn o m I 9 �t to O C7 1 v v ... 1, i \ \ G> n DRIVEWAY d' I I I I y y y y y 1:':•:.:':•::•::' -0� ` <'. / T r c c B' D'MIN111 fA ELEV5.11' mLu G I y ` l yp I 1 m vRAdS.p !'{JOD I P.L� louj:.::::::::. -1 \�` {� \'oy' ` 1 �p G y t I PROPOSED Z 1 y � TRENCH '��] Q DRAIN �I I X P 1 W y W y Wy y y 4WIDE �4L9 ,y nC7_ y �fZ PATH TOu> ..-..• c:O 111 RAISEDpl— O� J w a I y y y W WALKWAY I :::'•::.. DW3�, �I� 1' . v WATER �I w \UlCVO:- I'• X _ _ MAIN ZO {w ° I I LOT AREA=29,709 SIF=0.682 AC I S:?•,cr: I I 1 ° v y v I �''•►' N e 10'MI , ,� 1 I w y a�O I I W y y y y l.•.-.•.'.'. '.:. DW2 I I I W y 1 EXISTING CONTOURS, _ 7' w z S 6 - - 5 ' I-4 ,S' �8055'2p" W T —1_ 230.72' PROPOSED PROPOSED6" LOT 15 ► Z �� WATER PVC PIPE TO ELEV 5.0' > \ 4 t 15'WIDE NON-TURF BUFFER TO SERVICE DRYWELL(TYPO) MAP O F LOT 27 w a= 1 1 EXISTING PIER LINE BE PLANTED.SEE MITIGATION v w PRIVATE WELL WATER PLAN,THIS SHEET. O COREY CREEK ESTATES 90 t PROPOSED SITUATE f 123 SF GRAVEL NOTES: WALKWAY 1 o 15 30 LANE AT BAYVIEW 1. ELEVATION DATA BASED ON NAVD 1988 � 2. NO NEIGHBORING WELL WITHIN 150'OF PROPOSED v E K TOWN OF S OUTHOLD MITIGATION PLAN SANITARY SYSTEM, --rr SUFFOLK COUNTY, NEW YORK 3. EXISTING SANITARY SYSTEM TO BE REMOVED- 4. PROPOSED FILL FOR SITE 60 CUBIC YARDS CORE FILED: AUGUST 15, 1967 PROPOSED 2 STORY COVERED MAP No: 4923 co SINGLE FAMILY PATIO SCTM: 1000-078-04-017 W DWELLING(4 BED) �-,� PATIO ISYSTEM DESIGN NF LTRATOR yY� STEPS STEPS W_ _ _ 4 BEDROOM=440 GALIDAY Y -- -- W U O PROPOSED NON-TURF EXIST.GRD=8.0(2022 WICKS SURVEY) JUN 2 2 2023 61 LF REQUIRED w W BUFFER FENCE , I 0.0'-0.3' TOP SOIL PT 62 LF PROVIDED V 0 00 0.3'-1.5' BROWN SILTY SAND SM $OUfI1JIL'IOt°J'il 0 o' 100.pu Beard D=Tr�StceS -.--•--1 PERCENT LOT COVERAGE _ - g 13-45 PALE BROWN 120-OB? 20-RV SAND B GRAVEL SP,�DIJp;naR`f S 2(' I � DESCRIPTION OF LOT AREA (%)OF LOT COVERAGE 11DAL adcTLAP"C' 4'WIDE PATH TO w 4S'-7,0' BROWN TOTAL LOT AREA 29,709 SF RAISED WALKWAY a a a SAND 8 GRAVEL SP HIGHEST EXPECTED WATER GROUND WATER EL 2.0 ADJACENT AREA(UPLAND) 13,570 SF 100% GROUND WATER EL 1.0 MAX.ALLOWABLE COVERAGE 2,714 SF 20% a a a a a a a a a a a a a 7.0•12.0' WET BROWN Sp a PROPOSED LOT COVERAGE ADJACENT ° a a SAND BORING BY:ROY K.REISSIG,PE a a a a a a a a a a a > a TAKEN ON:FEBRUARY 17,2022HOUSE 1,982 SF 14.6% QOANTfiY RVY ROSAVRGINIANA BEACHROSE BOTANICAL NAME COMMONNAME 4'-6'HEIGHT 618TH 1 TEST HOLE DATA PATIO 433 SF 32% 100 PV PANICUMVIRGATUM SWITCHGRASS 4'-6' 2'-2.5' 1 N.T.S 120 OB OENOTHERABIENNIS EVENING PRIMROSE 3'-5' 2' TOTAL LOT COVERAGE 2,415 SF 17.8% -3' " L 4' 2'STONEVENEER I`••• - _ -_ - CHOSEN BY OWNER?e l i:l x nm x 1 �• 073.0000 w m :°•:' 0542500 e o • 066.0000 ¢ o LIQUID APPLIED 024.5010 z 'm 0. q�. WATERPROOFING MEMBRANE 024'8750 a�;m BA 032.5000a <•:_:.:::.:• #5@14" 24.8750 W nocu �z VARIES ��. WATERSTOP �---35'TRENCH WIDTH 1111 —� 1-CLEAR J. 04.5010 a z� PIPE PENETRA OCAT1TI N 4° 3 4 HOLE "� 1¢ °W0,00 0 END CAP 12500 076.0000 i INFILTRATOR QUICK 4 PLUS s RETAINING WALL DETAIL 0572500 2 N.T.S 2 N.T.S 132° PLC CONTROL U) G PROVIDE PANEL W/HP80 J Q SECONDARY - PROVIDE SAFETY COVER SECONDARY {�J SAFETY COVER p PROP.RES. F.F EL 11.0 D-D3 GROUND ELEVATION 8.0 GROUND ELEVATION 7.0 12°MIN. INV=7.0 10'MIN PROPOSED OR INV=6,8 HYDRO ACTION INV 16 -OX��=6. 2LONG BOTTOM EL.5.910'MIN' INLET OW NE OUTLET AN500 TANK INV�.7 w WATERPROOFED J B v} o RETAINING WALL. z EXCAVATE DOWN TOSEE DETAIL 3, a 0: 3 NATIVE SAND AND GRAVEL THISSHEET. w- NR m (SEE SOIL BORING) m z F U Z � rm- Zg _^ 7y HIGHEST EXPECTED GROUNDWATER EL 2.0 N N O yti a SANITARY SYSTEM PROFILE a �� Q aZ 1111 Z �a 2 N.T.S Z W �-325000° 7.5' 66° u m HYDROACTION TREATMENT UNIT BILL OF MATERIALS H CB1 0P1-1111------O DOSING PUMP ITEM P/N DESCRIPTION QTY: MAIN DWELLING ELEELEC PANEL HA-180056 TANK,AN500 245 NITROGEN REDUCTION 1 CB2 RP1 1111--1111--J RECIRCULATION PUMP A 180055 TANK,AN500245 PRETREATMENT 1 QUICK DISCONNECT -0B 100118 COUPLING,4"SCH 35 PVC SXS 1 SWITCH CB3 MP111.11-1111 1111- MIXER PUMP U1 C 240018 FG CONNECTING PANEL 24X19 2 W MIDWEST P065PI-w CB4 Ct PUMp •1111-- - 1111_-AIR HOSE POLYLOK20' C1 160028 ADHESIVE,CARTRIDGE 1 Q Z L—JI TO DIFFUSER COVER EL.8.00 f�1 RECIRC TIMER ENABLED POLYLOK 6° D C2 240031 SCREW,1"#10 SELF TAP PPH ZINC 2 N g m I ) TO CONTROL PA EL 1' 760066 FASTENER ] 16 X "AT HHCS 1 W w w -J RISERS D1 200013 Y K CBA -- LI 2 NUT, "-16 SS 3 W C7 �j--- 1111- -- ^ WASHE:R -16 SS 4 W !`J.11200034 1111 O 5 - C HIGHWATER ALARM POTRIBU IO D3 20 034 cr w 2 - DISTRIBUTION BOX WASHER,55 "LOCKWASHER 1 ©1111.1111 1111---- E 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 0,0 ENDCAP TYPE F AP600-P AP600 ATU VVI PLATFORM COMPLETE 1 W W N CIRCUIT BREAKER ;1�' LEVELING DEVICESPECIFICATIONS 2-MIN. OVE G EC50-30-L1 D0-PLC EC50-30-L-100-PLCOUTLET INVERT1 CBA-30AMP 1111--- FIELOWIRING MIN.4'DIA.SDR35PVCPIPE H 100023 PIPE,4"PVC SCH35 (1)16"LONGCB1-20AMP GROUNDMANUFACTURER WIRING PITCHED MIN.118'PER 1' I 100023 PIPE,4"PVG SCH35 (i)16"LONG CB2-20AMP INV.=6.45 CB 3-20 AMP --------- PNEUMATIC HOSE(FIELD INSTALL) MIN.4"DIA.SDR 35 J 180111 TEE,STRAIGHT 4"SCH35CB 4-10 AMP PITCHED MIN.11 K 100023 PIPE,4"PVC SCH35 (1)10"LONG CB 5-10 AMP IJV.=8.65 MIN.12'COMPACTED SAND OR PEA GRAVEL LEVELING PAD s WIRING SKETCH s DISTRIBUTION/SAMPLING MANHOLE TYPICAL HYDRO ACTION AN500 DETAIL �� " 2 N.T.S \�2j N.T.S 2 N.T.S u al JUN 2 22023 N SDuthold Town Board of Trustees D MAP DATA: MAP D SURVEYOFPROPERTY MAP DATE: SEPT. 25, 2009 FLOOD ZONE: AE (EL.6) LOT 15 MAP OF COREY CREEK ESTATES FILED: AUGUST 15, 1967 - MAP #:4923 SITUATE AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. COREY CREEK LANE SURVEYED: JANUARY 29, 2022 EDGE OF PAVEMENT /I 4 S 81005'10" E� 400.00 g,5 170.03' CZ / °5 pp s �� / x4' 1123 0 clQ \ x5.2 / O X4.3' O r 15 GFFy5.4 �� / c 2s21 ;� % c%121.2' \ �z A �,,r,d'T0104 4 1�81 43.6gig ' � \ ,o FF• a10 ��� / / / / \ Jx r- ---- ---- �/ x5.2' B' ---------- ' 4. x4.4' 5'-- x3.z' LOT 27 Loll 14 ___-- 11DN WEf1ANDS BOUNDARY ESN CONSUULTAANISY 12-19-18 x3.3' k k k k k k k k k k k k k k k kx3.2' k k k k k o k k U k k k g A- k k k k 9 x3.1' A- k k k� k = k k k k k kk k N Ar k EDGE OF MARSH x3.3'__ -- -3' N N -__-- - - x4.4' o W x4.3'------- m N O MOL 07/06/2018 J 0 w i M "V 4 � _ Q-3' m_ o 3• �1 :° x2.8 A+ O InE LINES ALONG MAL 12/11/201B , �O t '' N 83°50'13" W 81.81 85°2 Oil m m O O U a m O U O t0 N COREY CREEKN NOTES: `, ,� W 1. PROPERTY KNOWN AS TAX MAP# 1000-78-04-017.0 2. LOT AREA =29,709 SQ.FT. (0.682 ACRE(S)) 3. THIS SURVEY WAS PREPARED USING A TRIMBLE P S3 ROBOTIC TOTAL STATION. OCT 1 2 2022 f o 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. tt 5 5. ELEVATIONS ARE NAVD88 DATUM. STANDARD NOTES: m 1. COPYRIGHT 2022 MICHAEL K. WICKS LAND SURVEYING s 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED U LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW. 3. ONLY BOUNDARY SURVEY MAPS WTIH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL MICHAEL K. W IcKs 3 AND 0 OPINION. 4.W CERTIFICATIONS D I ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP LAND SURVEYING y WAS PREPARED IN ACCORDANCE YtRH THE CURREFIT EXISTING CODE OF - PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE 6 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. INC. THE CERTIFICATION IS r LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, 15 FROWEIN ROAD - SUITE E2 TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY,AND TO THE E LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. CENTER MORICHES, NEW YORK 11934 y 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE VOICE.- 631.874.0156 - FAX. 631.909.3845 NOT ALWAYS KNOWN AND OFTEN MUST DE ESTIMATED, IF ANY UNDERGROUND www.wicksd¢ndsurueying,com o IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE RECORDS OF RICHARD C. DRAKE IL IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. o 7. THE OFFSET(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO SCALE: SURVEYED BY: DRAWN BY: SHEET: THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIOF 1 DE THE ERECTION OF FENCES, RETAINING WALLS, 1 =30' M.W.MW POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER MICHAEL K. WICKS', P.L.S. #50390 �'W'W' TYPE OF CONSTRUCTION. U w L y. � r r' Photo (08/26) • • i S t �! Y Photo (08/26) • • � y r' { vA a _ 1 i �r .tR��r MIY• . Photo 5 (08/26) Photo 6 (08/26) FFh" ILI .J W t q� ,ak Photo 7 (08/26) Photo 8 (08/26) 'My„„ s •a 1I q, •, P`�: '�� s r K '.y:T .. r ._ $• _ .. "'L *� .» '-`�' � vl.` '� ,w� ., � ��! � ..III � tui u�i��.�'�.a �,, �yM • • ' 1 : . • • 1 1 : � � ,. . . 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Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 11, 2023 Re: LWRP Coastal Consistency Review for 1280 COREY CREEK, LLC, c/o RICH CORAZZINI SCTM# 1000-78-4-17 Jeffrey Patanjo on behalf of 1280 COREY CREEK, LLC, c/o RICH CORAZZINI requests a Wetland Permit to demolish the existing single-story dwelling and construct a two-story, single-family dwelling with a 1,755sq.ft. first floor, a 227sq.ft. attached garage, a 1,005sq.ft. second floor, and a 2,211 sq.ft. foundation having a crawl space with a height of 2' 53/4" and beginning at grade elevation; it will be installed with the eastern dimensions of 30'5 3/4"x34'9" and the western dimensions of 32'3"x27'11'/2"; a 130sq.ft. front covered porch with steps to ground; a 22'x14' patio installed off the east side with a 14'x12' covered masonry patio and a 14'x10' uncovered patio section; two sets of 9'x3' wood landings, stairs and railings to be installed on the south side of dwelling; remove existing sanitary system and install an I/A style system at the north side of dwelling with contours being refined for an installation that minimizes the slope of the grade; construct a waterproof retaining wall to the north of the proposed I/A system with the dimensions 50' x 33/4" x 5'; three roof drains and one trench drain to be installed to contain roof runoff; install a silt fence to surround the property until final stabilization is complete; establish and perpetually maintain a 15' wide Non-Turf Buffer area along the landward edge of vegetated wetlands and planted with native salt tolerant plantings including 20 Beach Rose plants, 100 Switchgrass plantings, and 120 evening primrose plantings; establish a 4' wide access path leading to the catwalk; and install a buffer fence around the plantings. Located: 1280 Corey Creek Lane, Southold. SCTM# 1000-78-4-17 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 LWRP provided the following is considered to further Policy 6. Limit clearing on the waterside of the new dwelling. Preserve the trees. This recommendation is made with the following considerations: 1. The area of the lot is small, and the structure cannot be relocated outside of the FEMA flood zone AE. Nevertheless, structure should be minimized in flood zones, and setbacks should be maximized from wetlands capable of flooding property. 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Cc: Honorable Lori Hulse, Attorney Cantrell, Elizabeth From: Hailey Jackson <hailey@islandwideengineering.com> Sent: Wednesday,August 2, 2023 1:34 PM To: Cantrell, Elizabeth Cc: rich@corazziniasphalt.com; Eric Hanninen;Jeffrey Patanjo Subject: RE: 1280 Corey Creek LLC; SCTM# 1000-78--4-17 Attachments: Project Description 23.08.02.pdf, Project Description.docx Elizabeth, Here is the updated project description for the above referenced project. Please let us know if you need anything else regarding this application and we will get the information to as soon as possible. Thank you and please do not hesitate to reach out if needed, Hailey Hailey Jackson Project Engineer C: 619-865-2018 Hailey@IslandwideEnizineering.com ISLANDWIDE I �NSURVEYING 751 Coates Avenue,Suite 22 Holbrook, NY 11741 From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday,August 1,2023 3:21 PM To: Hailey Jackson<hailey@islandwideengineering.com> Cc: rich @corazziniasphalt.com; Eric Hanninen<Eric@ Isla ndwideengineering.com>;Jeffrey Patanjo <Jeff@Isla ndwideengineering.com> Subject: RE: 1280 Corey Creek LLC;SCTM#1000-78--4-17 Hailey, Recently there was an email of minor issues/information need that I emailed to Jeff Patanjo on July 27th to which at this time I have not heard back. Please contact Mr. Patanjo for updates. At this time the application is not scheduled for August. E&tea &&ere& Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownnygov From: Hailey Jackson<hailey@islandwideengineering.com> Sent:Tuesday,August 1, 2023 11:50 AM 1 To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Cc: rich @corazziniasphalt.com; Eric Hanninen <Eric@ Isla ndwideenginee ring.com>;Jeffrey Patanjo <Jeff@ Isla ndwideengineering.com> Subject: RE: 1280 Corey Creek LLC; SCTM#1000-78--4-17 Hello Elizabeth, Please find the attached ZBA approval for the above referenced project received on July 24, 2023. Revised plans and applications were resubmitted to the Board of Trustees on June 20, 2023. Because we received ZBA approval,we would like to know where we stand on getting the Trustees' approval and what else needs to be done on our end to get this approved. Please let me know if you have any updates. Thanks, Hailey Hailey Jackson Project Engineer C:619-865-2018 Hailev@lslandwideEneineerine.com 751 Coates Avenue, Suite 22 Holbrook, NY 11741 From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Wednesday, March 22, 2023 3:30 PM To: Hailey Jackson <hailer@islandwideengineering.com> Cc: Eric Hanninen<Eric@ Isla ndwideengineering.com>;Jeffrey Patanjo<Jeff@Islandwideengineering.com> Subject: RE: 1280 Corey Creek LLC;SCTM#1000-78--4-17 rI You don't often get email from elizabethc@Jown.southold.ny.us.Lem-n why this is important Good Morning, Unfortunately this office cannot set a date for the project until the ZBA has made a final determination and we receive a copy of their determination letter and if necessary any revised plans/project descriptions that may be required due to modifications the ZBA made. Also, please be advised that this office requires one (1) to-scale original set of full construction plans and one (1) in 11"x17" size. Please submit that paperwork as soon as possible. gkw/ Q Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From: Hailey Jackson<hailev@islandwideengineering.com> Sent:Tuesday, March 21, 2023 1,1:05 AM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> 2 Cc: Eric Hanninen<Eric@ Isla ndwideengineering.com>;Jeffrey Patanjo<Jeff@ I'slandwideengineering.com> Subject: RE: 1280 Corey Creek LLC; SCTM#1000-78--4-17 ' Elizabeth, I reached out to your office, and I was told to let them know when we have a ZBA date scheduled so we can hopefully get on the agenda. Our hearing is scheduled for April 6th at 1:40 pm. Please let us know if you need any other information and/or once we've been put on the agenda. Thanks, Hailey Hailey Jackson Project Engineer C: 619-865-2018 Hailey@lslandwideEngineering.com ISLAI'` D IDE I LAdD'EEMNSURtEYING 751 Coates Avenue, Suite 22 Holbrook, NY 11741 From:Jeffrey Patanjo<Jeff@ Isla ndwideengineering.com> Sent: Friday, March 10, 2023 9:54 PM To: Hailey Jackson <hailev@islandwideengineering.com>; Eric Hanninen<Eric@ Isla ndwideengineering.com> Subject: FW: 1280 Corey Creek LLC;-SCTM#1000-78--4-17 Hailey, Attached is the email from the Town Trustees, looks like they were waiting on a ZBA approval. Please confirm this with Trustees and see what the next steps would be. Thanks Jeffrey Patanjo Managing Partner C: 631-487-5290 Jeff CED Isla ndwideEngineering.com Islandwide Engineering&Land Surveying, D.P.C. 751 Coates Avenue, Suite 22 Holbrook, NY 11741 From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Wednesday, October 12, 2022 3:47 PM To: 'jjpatanj o@gmail.com'<iipatanio@gmail.com> Subject: RE: 1280 Corey Creek LLC; SCTM#1000-78--4-17 Jeff, 3 I had the proposed project briefly reviewed with the Building Department to see if this project will require a Zoning Board of Appeals variance and at this time given the useable lot size, distance of the proposed to the street and the location of the shed this project will have to get a ZBA variance/determination prior to our office performing their review. Once you receive a ZBA determination, please submit a copy of their determination to our office along with any modifications to the site plan/project description (if necessary) that the ZBA may have conditioned. Senior Office Assistant Town of Southold - Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny From: lipatanio@gmail.com <i0patanio@gmail.com> Sent:Wednesday,October 12,2022 10:09 AM To:Cantrell, Elizabeth <elizabethc@town.southold.nv.us> Subject: RE: 1280 Corey Creek LLC; SCTM#1000-78--4-17 Will dol! Thank you. Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11.715 531-487-5290 JJPatanjo@gmail.com From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> ' Sent:Wednesday,October 12,2022 9:21 AM To: 'JJPatanjo@gmail.com'<JJPatanio@gmail.com> Subject: 1280 Corey Creek LLC;SCTM#1000-78--4-17 Good Morning Jeff, The office in in receipt of the application for 1280 Corey Creek LLC. Please submit at your earliest convenience one full to scale size and three 11"x17" sets of stamped/certified construction plans for the file. Thank you. Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny�ov 4 ISLANDWIDEI LAND SUR EYING — 751 Coates Ave-Suite 22, Holbrook, NY 11741 D E C E August 2,2023 AUG — 3 2023 I RE: 1280 COREY CREEK C/O RICH CORAZZINIr. 1280 COREY CREEK-SOUTHOLD Southold Town ;: SCTM No.1000-078-04-017 Board of Trustees PROJECT DESCRIPTION-REVISED 08/02/23 This project includes the removal of the existing single-story residence and the installation of a new two-story single-family dwelling. The existing outline of the residence will be demolished and a new dwelling with a 1,755 SF first floor, a 227 SF garage,a 1,005 SF second floor, and a proposed foundation of 2,211 SF will be constructed. It will have a crawl space with a height of 2'-5%"and beginning at the grade elevation. It will be installed with the eastern dimensions of 30'-5%"x34'-9" and the western dimensions of 32'-3"x27'-11%:". A 130 SF covered porch will be installed with steps leading down to ground elevation.A 22'-0"x14'-0" patio will be installed off the east side of the family room with a 14'x12' covered masonry patio and a 14'-0"x10'-0"uncovered patio section.Two sets of wood landings,stairs,and railings will be installed on the south side of the house,north of the tidal wetland's boundary(each with dimensions of 9'-0"x3'-0"). This project also includes the removal of the existing conventional sanitary system.It will be replaced with a new low-nitrogen I/A style system placed at the north side of the house with contours being refined for an installation that minimizes the slope of the grade. A waterproof retaining wall will then be added to the north of the proposed I/A system to account for steep changes in grade with the dimensions 50'-0"x0'-3%"x5'-0".Three roof drains and one trench drain will be provided to capture all stormwater runoff and a silt fence will surround the property to protect the wetlands until final stabilization is reached. After the project has been stabilized, a 15' wide non-turf buffer zone will be added landward of the tidal wetlands planted with native salt-tolerant plantings and a 4' wide walkway for the raised wood dock. The plantings include 20 Beach Rose plants,100 Switchgrass plantings,and 120 evening primrose plantings.A buffer fence will then be added around the plantings to prevent mowing. / i ENGINEERING& ISLANDWIDE I LAND SURVEYING D E C E W E 751 Coates Ave-Suite 22, Holbrook, NY 11741 AUG - 3 2023 August,2,2023 RE: 1280 COREY CREEK C/o RICH CORAZZINI Southold Town 1280 COREY CREEK-SOUTHOLD Board of Trustees SCTM No.1000-078-04-017 PROJECT DESCRIPTION—REVISED 08/02/23 This project includes the removal of the existing single-story residence and the installation of a new two-story single-family dwelling. The existing outline of the residence will be demolished and a new dwelling with a 1,755 SF first floor, a 227 SF garage, a 1,005 SF second floor, and a proposed foundation of 2,211 SF will be constructed. It will have a crawl space with a height of 2'-5%"and beginning at the grade elevation. It will be installed with the eastern dimensions of 30'-5%"x34'-9"and the western dimensions of 32'-3"x27'-11X". A 130 SF covered porch will be installed with steps leading down to ground _ elevation. A 22:-0"x14'-0" patio will be installed off the east side of the family room with a 14'x12' covered masonry patio and a 14'-0"x10'-0"uncovered patio section.Two sets of wood landings,stairs,and railings will be installed on the south side of the house,north of the tidal wetland's boundary(each with dimensions of 9'-0"x3'-0"). This project also includes the removal of the existing conventional sanitary system.It will be replaced with a new low-nitrogen I/A style system placed at the north side of the house with contours being refined for an installation that minimizes the slope of the grade.A waterproof retaining wall will then be added to the north of the proposed I/A system to account for steep changes in grade with the dimensions 50'-0"x0'-3%"x5'-0".Three roof drains and one trench drain will be provided to capture all stormwater runoff and a silt fence will surround the property to protect the wetlands until final stabilization is reached. After the project has been stabilized, a 15'wide non-turf buffer zone will be added landward of the tidal wetlands planted with native salt-tolerant plantings and a 4' wide walkway for the raised wood dock. The plantings include 20 Beach Rose plants,100 Switchgrass plantings,and 120 evening primrose plantings.A buffer fence will then be added around the plantings to prevent mowing. BOARD MEMBtRS _ Sbuthold Town Hall Leslie Kanes Weisman, thairpersori ��®� 5���� 53095 Main Road • P.O. Box 1179 Patricia Acamppra AZ Southold,NY 11971-0959 Eric Dantes ¢ Office Location: Robert Lelmert,Jr. z Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold�NYP 11971 bttp:Hsoutholdtownny.gov d" 612: SFM ZONING BOARD OF APPEALS JUL 2 4 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 E FINDINGS, DELIBERATIONS AND DETERMINATI JUL 2 8 2023 MEETING OF JULY 20, 2023 ZBA FILE: 7774 Southold Town Board of Trustees NAME OF APPLICANT: 1280 Corey Creek LLC PROPERTY LOCATION: 1280 Corey Creek Lane, Southold,NY SCTM No. 1000-78-4-17 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated February 15, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 3, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a 29,709 sq.ft.non-conforming lot in an R-40 Zoning District. The property has a road frontage of 100 feet along Corey Creek Lane, then turns southwest for 230.72 feet to Corey Creek, the creekfront runs northwest for approx. 112.85 feet, before returning approx. 259.76 feet back to Corey Creek Lane. The property is improved with an existing one-story residence as shown on survey prepared by Michael K. Wicks, L.S., dated January 29,2022. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's November 18, 2022, Amended January 23, 2023 Notice of Disapproval based on an application for a pen-nit to demolish an existing single-family dwelling and construct a new two-story single-family dwelling at; 1) located less than the code required minimum front yard setback of 40 feet; located at: 1280 Corey Creek Lane, (adj. to Corey Creek) Southold,NY. SCTNI No. 1000-78-4-17. RELIEF REQUESTED:' The applicant requests variance relief to construct a single-family dwelling with a front yard setback from Corey Creek Lane of 36.88 feet where a minimum of 40 feet is required. Page 2, July 20,2023 #7774, 1280 Corey Creek, LLC SCTM No. 1000-78-4-17 AMENDED APPLICATION: During the initial hearing on May 4, 2023, the applicant was asked to bring the plan into more conformity with the code. The applicant on June 27,2023 submitted a plan increasing the setback to 36.88 feet from the originally proposed 30.36 feet. ADDITIONAL INFORMATION: During the original hearing on May 4, 2023, a plan was proposed showing a larger dwelling with a 30.36 feet front yard setback. During the public hearing, it was brought to the attention of the applicant that the proposal did not address the stormwater runoff code. In response to comments at the public hearing, and comments from the Southold Board of Trustees,the applicant re-designed the proposed home resulting in a 6.52 foot reduction in front yard setback relief. The plans were also modified as follows: 1. The redesign of the proposed contours and driveway to ensure the gravel driveway is not too steep. 2. The addition of a waterproof retaining wall at street level north of the proposed sanitary system. 3. The addition of three roof drain drywells and a driveway trench drain for storage of roof and surface waters. 4. The rotation and eastern shift of the house so it does not encroach on the existing pier line and reduces the need for a variance. 5. The addition of an electric service. 6. The garage concrete slab dimensions changed from 362 sq. ft.to 227 sq. ft. 7. The top of concrete for garage doors length changed from 12'-2"to 8'-0" 8. The unfinished second floor storage area above the garage changed from 362 sq. ft.to 227 sq. ft. 9. The first-floor elevation has increased from 9'-0"to 11'-0". Garage elevation to remain at 9'-0". FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 6, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding neighborhood is characterized by moderately sized single-family homes with small front yards. Due to the proximity of the wetlands and waters of Corey Creek, the subject property and neighboring properties received variances when first developed. The subject property was granted a variance in 1980 (92701) granting relief from a 50 feet setback to 35 feet setback from the front property line. The majority of the houses in the neighborhood are two story residences, and the subject project is also two stories, which keeps it in conformance with the character of the neighborhood. Therefore,this project will not have an undesirable change in the character of the neighborhood. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue,other than an area variance. The lot is constrained as it is already substandard, and more than half the lot is occupied by marshland. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing approx. 8% relief from the code. However, the front yard setback is the minimum needed in order to fit the new Innovative Advanced (I/A) sanitary system, and the proposed new residence. The home is in code conformance within the pier line setback on the waterfront side. Also,this property was granted similar relief in 1980, when there was a stricter standard. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant is proposing a new I/A sanitary system to replace the dated cesspool,reduci �n U RI [JUL 2 8 2023 1 Qni i+h-, T...- Page 3,July 20, 2023 #7774, 1280 Corey Creek, LLC SCTM No. 1000-78-4-17 estuary. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this board. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. Theapplicantpurchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a proposed two-story residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert, seconded by Member Acampora,and duly carried, to GRANT THE RELIEF AS AMENDED as shown on the'Site Plan prepared by Eric Hanninen,LPE,last revised June 22, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall repair all damage to Corey Creek Lane taking place during construction of the residence. 2. The applicant shall install an Innovative Advanced (I/A) Sanitary System as approved by Suffolk County Department of Health Services before the issuance of a Certificate of Occupancy. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. ® E C E J U L 2 8 2023 Southold Town ❑norri nf Trustee$ Page 4,July 20,2023 #7774, 1280 Corey Creek, LLC SCTM No. 1000-78-4-17 TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in.a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Acampora, Dantes, Lehnert, and Planamento (5-0). J � Leslie Kanes Weisman, Chairperson Approved for filing / 4 /2023 g C E Q ll D JUL 2 8 2023 Southold Town Board of Trustees OT I SITE PLAN LM" OF PROPOSED ROOF DRAIN DRYWELL(TYP-3) COREY CREEK ESTATES 00 LOT 14 ELEV5.25' EXISTING SANITARY SITUATE CD SYSTEM TO REMOVED AT BAYVIEW W �� o � � \ REMOVE 96 SF SHED E-3, - TOWN OF SOUTHOLD z � o c/) W U PRIVATE WELL STATER ;, T: ' REMOVE EXISTING WALL Lt- _ SUFFOLK COUNTY, NEW YORK y =;' -y DWI sem\ P� PROPOSED U.G.ELECTRIC AND AIR FILED: AUGUST 15 1967 �/ -�::: :; z I E 7 6 HOSE FOR HYDRO-ACTION SEPTIC TANK MAP No: 4923 d p 1 , 204. y y 1 �' II�y! { _ +11 1 1 1 1 11 II II 1 Y `�'yy yy ,y y-y_y'E v°�:'vc"1.u ry_-:t`:�+y�_a Wy•�y y yy°y 1 1 1 11�I_s-`__�t""-'"�+-' �' _.,,.�.�� PROPOSED HYDRO_ACTIO— N ABANDON AN500TREATMENT UNR SCTM: 1000-078-04-017 EXISTING PROPOSED RETAINING WALL(TW=7,6)WELL PROPOSED CONTOURSy ELEV540' PROPOSED+ PROPOSED , OUTLINE OF cQ :5 nCH(Cmm/7 ]Ia� C"n SsS y y EXISTING RESIDENCE I ;P SANRARY ALARM z ELECTRIC SERVICE o I 1 y + y y TO BE DEMOLISHED CONTROL PANEL RSA TES o 1 ;.- : ! h. HOLE I y PROPOSED INFILTRATOR a z a LL a m OI QUICK 4PLUS � uWsm BO Z s a (WIN ,^l 'oma V _ I I I 1 y y y •Y y y - - 1 �C�'ID�rT-��rn I i 1 no�u tau ! 1 + y y y W y ,� I v� �`<x�n•u g�ma _ tz 0 36.8 I I 1 y y PROPOSED ;i J `,•',�rn�„^"^� ;t (WIN', o h .`t;NG IL O SILT FENCE C w�' u, \S IZ... �" ELEV5.15' o�TmmA.0 { F I o_, 4 - I I y y y •" y y - `• f I \" TT� { 1`\ \i LL's J PROPOSED 'U z I I y y y t.._..._.; ► I q i z' z I .� 1490 SF �( + I y y y PROPOSED NON-TURF 11:::;:: .::.: ;� \ �b 1 I r 4 GRAVEL J -j F' ('� I I y i'_ >' a; r^,=''3 r �' DRIVEWAY y ` 1 _ 1 y BUFFER FENCE F -. t, 'l ,. ;" TD , 1 i a I Y W Y 4:'. T ' 0'MINrI v I I I y y y y y i m rn a' S j l ELEV 5.11 th�7 ® J W(� co `I�' 1.47 a ` PROPOSED W Q I 1 y v r ,;'.; " �ti. -� '"\� n ��I i i I ✓ ? F�.{ s W Z_V till 'TRENCH � JUL 2 O 2023 I y J ��0W II\✓ 11+ 111+J +y'yy yy,_y y y y•" yy y yy°"y yy y yy yy Yy yy yyy ,��x.Y20::.� _ �D O �'✓' A I��� -�DRAINfl'�J mO 0 4'WIDE PLLI txl RAISED IWWALWAY Southold Town M ca WMAIJ Board of Trustees o WI ► u. a I I 1 LOT AREA=29,709 SF=0.682 AC l f� 10'MI �.� I l 4 - -- of z + y �' �, W y y 1 'l._-.'.'.'. DW2 y8� - —�w^ w— — �"' Z W 41. I I I y y y y y EXISTING CONTOURS 1 1 Y ►\-: 6' 5' FINAL MAP zz p T g ,S' �O°55'2 '° W I `" 230. 1 2 PROPOSED PROPOSED 411 15 WIDE NOWTURF BUFFER TO ERVICE DRWATERCC ELL O 4) ELEV 5.0'LOT 27 EXISTING PIER LINE BE PLANTED,SEE MITIGATION -� II REVIEWED BY BA 1 ` PRIVATE WELL WATER i PLAN,THIS SHEEP. �2 t Q p PROPOSED ��j ECISION#G NOTES: WALKWAY Q 3 Y 0 15 30C ATE D: 1. ELEVATION DATA BASED ON NAVD 1988 Sj L a y 2. NO NEIGHBORING WELL WrrHIN 150'OF PROPOSED MITIGATION PLAN SANITARY SYSTEM. C ^_ \ o I 3. EXISTING SANITARY SYSTEM TO BE REMOVED. R�j Y ,�' �n 4. PROPOSED FILL FOR SITE=60 CUBIC YARD O fiGbG+��' PROPOSED 2 STORY ;COVERED ~ SINGLE FAMILY PATO DWELLING(4 BED) ;N` JUL 2.0 2023 PaT10SYSTEM DESIGN NF LTRATOR w $TSPS STEPS 4 BEDROOM=440 GAL/DAY W ZONING BOARD OF APPEALS j . ' 61 LF REQUIRED W w} ' EXIST.GRD=8,0(2022 WICKS SURVEY) W z PROPOSED NON-TURF ' ' 62 LF PROVIDED Y BUFFER FENCE I 0-Y-0-3 -o 0-3' TOP SOIL SILTY SAND SM PT W y o 0.3'-1.5 BROWN �2 w 12 100-PV a< 15-4.5 PALE BROWN PERCENT LOT COVERAGE W W 3 ,, ~ SAND&GRAVEL SP DESCRIPTION OF LOT AREA (%)OF LOT COVERAGE O'- — _•1c .,, 120 -OB 20-RV 29,709 SF V - 4'WIDE PATH TO o TOTAL LOT AREA RAISED WALKWAY a 0 45-7.0' BROWN HIGHEST EXPECTED WATER SAND&GRAVEL SP ADJACENT AREA(UPLAND) 13,570 SF 100% a a a a GROUND WATER EL 2.0 a a a MAX.ALLOWABLE COVERAGE 2,714 SF 20% GROUND WATER EL 1.0 �:;;,•." ,.. a a a a a a a a s a a a a a a s I 70-120' WET SP PROPOSED LOT COVERAGE ADJACENT ° a a a a a a a a a BORING BY:ROY K REISSIG,PE a a s a a a a a s a a "fir a a i a a a TAKEN ON:FEBRUARY 17,2022 HOUSE 1,982 SF 14.6% QUANTITY KEY BOTANICAL NAME COMMON NAME HEIGHT WIDTH PATIO&PORCH 433 SF 3 2% 20 RV ROSAVIRGINIANA BEACH ROSE 4'-6' 6'-8' 1 TEST HOLE DATA 100 PV PANICUMVIRGATUM SWITCHGRASS 4'-6 2'-2.5' 1 N.T.S TOTAL LOT COVERAGE 2,415 SF 17.8% 120 OB OENOTHERA BIENNIS EVENING PRIMROSE 3'-5' 2'-3' Y STONE VENEER I'•'• `� CHOSEN BY OWNER •,�`, .M, O�\_ Ia�� 073.0000 \ � \ s F��,•.].' 0542500 w • T Cp U O ' 066.0000 cy) N •�' 024. LIQUID APPLIED 024.87 4.8750 5010 _ p LTa ti WATERPROOFING MEMBRANE ° ' �• >lsQ14" 032.50 4.8750 O,��J. 20 Q� m VARIES-, lull!' y�L 4\` z •.(' WATERSTOP 9 36°TRENCH WIDTH--� ,.� 0n -� .:- r °^,:.•..-,^•^gam-,:...'•e.�,!, -•i 1°CLEAR 0 4.5010 ul PIPE PENETRATION L 3t a 3 c HOLE LOCATION 12500 076.0000 070.0010 i INFILTRATOR QUICK CAP 4 PLUS s RETAINING WALL DETAIL 0572500 137 m oou 110 2 N.T.S 2 N.T.S PLCCONTROL G PANELW/HP80 PROVIDE SECONDARY PROVIDE SAFETY COVER SECONDARY SAFETY COVER PROP.RES. 3 RF EL 11.0 (!� GROUND ELEVATION 6.0 J GROUND ELEVATION 7.0 1 ---'---- INLET OW NE OUTLET 10'MIN PROPOSED INFILTRATOR 10'MIN. INV-6.8 HYOROACTION INV�,65 D-BOX INV=6.45 2ROWS-31'LONG BOTTOM EL 5.9 B AN500 TANK INV�.7 INV=6.4 w WATERPROOFED J '-' -- -'-"- p RETAINING WALL. EXCAVATE DOWN TO SEE DETAIL 3, z NATIVE SAND AND GRAVEL m THIS SHEET. (SEE SOIL BORING) REW,E^ F x V�LJ HIGHEST EXPECTED GROUNDWATER EL2.0 �Z - "w JUL 2.0 2023 ALn Z) UZ w a SANITARY SYSTEM PROFILE ZONWNGBOARD OFAp EAS �- s " m 2 2 UU 2 k,.V N.T.S 66• I W E 1 FINAL MAP "MOO REVIEWED BY ZBAs 2023 HYDROACTION TREATMENT UNIT BILL OF MATERIALS $ KB �- - -O DOSING PUMP DECISION# ��7 ITEM PIN DESCRIPTION MAIN DWELLING ELEC PANEL DATED . HA-180055 TANK,AN500 245 NITROGEN REDUCTION °outhoid T\•- RECIRCULAMONPUMP A 180055 TANK,AN500 245 PRETREATMENT Boar IC QUICK CB 3 VP1�-^>---^---^ -o MIXER PUMP B 100118 COUPLING,4"SCH 35 PVC SXS 1 DISCONNECT SWITCH C 240018 FG CONNECTING PANEL 24X19 -- 2 MIDWESTP065P Cg4 Cts 1 R ...___,.. __-AIR HOSE POLYLOK20' C1 160028 ADHESIVE,CARTRIDGE TO DIFFUSER COVER EL.&00 C2 240031 SCREW,1"#10 SELF TAP PPH LNC 2 N CBS W • = C- RECIRC TIMER ENABLED POLYLOK 6• D 760066 FASTENER 16 X 'AT HHCS 1 L1 TO CONTROL P EL / - RISERS Di 200013 NUT,q'-16 SS 3 N g A • 2-�---�^ D2 200006 WASHER, 16 SS 4 Y- [S�j------- --� •-, )HIGHWATER ALARM DISTRIBUTION BOX D3 200034 WASHER,SS g'LOCKWASHER 1 Y wW z Y E 100110 ASSEMBLY,RE-CIRCULATICN245 COMPLETE 1 W O d CIRCUIT BREAKER _ LEDVEL N F TYPEAP600-P AP600 ATU W/PLATFORM COMPLETE 1 W SPECIFICATIONS Y MIN.ABOVE G EC50.30.L100.PLC EC50-30-L-1001 V O r- _ OUTLET INVERT 1 10"LONG �-a O CBA-30AMP - FIELD WIRING _ ._ MIN 4'DIA.SDR 35 PVC PIPE H 100023 PIPE,4"PVC 3CH3E O W m a CB 1-20 AMP GROUND MANUFACTURER WIRING ``PTTCHBI MIN.118°PER 1' 1 100023 PIPE,4"PVC SCH35 (1)16"LONG Q' C82-20AMP INV.=6A5 O CB3-20 AMP ^^•^•-^--- PNEUMATIC HOSE(FIELD INSTALL) MIN.4'DIA.SDR35PVCPIPE J 180111 TEE.STRAIGHT 4'SCH35 1 V CB 4-10 AMP PITCHED MIN.1B'PER V K 100023 PIPE,4"PVC SCH35 (1)10"LONG CB 5-10 AMP INV.�.65 MIN.IY COMPACTED SAND OR PEA GRAVEL LEVELING PAD N s WIRING SKETCH s DISTRIBUTION/SAMPLING MANHOLE TYPICAL HYDRO ACTION AN500 DETAIL10 2 N.T.S 2 N.T.S 2 N.T.S a ENGINEERING& ISLANDWIDE I LAND SURVEYING 751 Coates Ave-Suite 22,Holbrook, NY 11741 June 12,2023 RE: 1280 COREY CREEK C/o RICH CORAZZINI 1280 COREY CREEK-SOUTHOLD SCTM No.1000-078-04-017 PROJECT DESCRIPTION-REVISED 06/12/23 This project includes the removal of the existing single-story residence and the installation of a new two-story single-family dwelling.The existing outline of the residence will be demolished and a new residence with a crawl space with a height of 2'- 5%" and beginning at the grade elevation. A 130-sf covered porch will be installed with steps leading down to ground elevation.A 22'x14' patio will be installed off the east side of the family room with a 14'x12'covered masonry patio and a 14'x10'uncovered patio section with steps leading down to grade.A two-story-residence with a crawl space will be installed with the eastern dimensions of 30'-5Y4"x34'-9"and the western dimensions of 32'-3"x27'-11'/:". This project also includes the removal of the existing conventional sanitary system.It will be replaced with a new low-nitrogen I/A style system placed at the north side of the house with contours being refined for an installation that minimizes the slope of the grade.A waterproof retaining wall will then be added to the north of the proposed I/A system to account for steep changes in grade.Three roof drains and one trench drain will be provided to capture all stormwater runoff and a silt fence will surround the property to protect the wetlands until final stabilization is reached.After the project has been stabilized,a 15'wide non-turf buffer zone will be added landward of the tidal wetlands planted with native salt-tolerant plantings and a 4'wide walkway for the raised wood dock.The plantings include 20 Beach Rose plants, 100 Switchgrass plantings,and 120 evening primrose plantings.A buffer fence will then be added around the plantings to prevent mowing. E Di PD) � I �I','i JUN 2 2 2023 Southol d Tawn Board of Trustees ENGINEERING& ISLANDWIDE LAND SURVEYING 751 Coates Ave-Suite 22, Holbrook, NY 11741 April 3,2023 Town of Southold Trustees Town Hall Annex Building V E 54375 Rte.25 n =- 4 f(v" P.O.Box 1179 Southold,New York 11971 RE: 1280 COREY CREEK LLC C/O RICH CORAZZINI 1280 COREY CREEK LANE-SOUTHOLD SCTM No.1000-078-04-17 Southold Town APPLICATION FOR PERMIT Board Of Trustees Dear Trustees: We hereby submit one(1)original and three(3)copies of the proposed project plans,two(2)original full sized copies of the architectural plans,two(2)half-sized copies of the architectural plans,four(4)copies of-the project description for above referenced project approval. If you should have any questions or require anything further,please do not hesitate to call-me at 619=865-2018. Very truly yours, Hailey Jackson Project Engineer ISLANDWIDE ENGINEERING& LAND SURVEYING 751 Coates Ave-Suite 22, Holbrook,NY 11741 April 3,2023 RE: 1280 COREY CREEK C/O RICH CORAZZINI 1250 COREY CREEK-SOUTHOLD SCTM No.1000-078-04-017 PROJECT DESCRIPTION—REVISED 04/03/23 This project includes the removal of the existing single-story residence and the installation of a new two-story single-family dwelling.The existing outline of the residence will be demolished and a new residence with a crawl space with a height of 2'- 5%"and beginning at the grade elevation.A covered porch with dimensions 21'-9"x7'-1"will be installed with steps leading down to ground elevation.A 22'x14'patio will be installed off the east side of the family room with a 14'x12'covered masonry patio and a 14'x10'uncovered patio section with steps leading down to grade.A two-story residence with a crawl space will be installed with the eastern dimensions of 22'-7"x40'-8'/:",the western dimensions of 32'-3"x27'-11%", and the entryway dimensions of 8'-5'/:"x34'-9". This project also includes the removal of the existing conventional sanitary system.It will be replaced with a new low-nitrogen I/A style system placed atthe north side of the house with contours being refinedfor an.installationthat minimizes..the.slope. of the grade. Roof drainage will be provided to capture all runoff and a silt fence will surround the property to protect the wetlands until final stabilization is reached.Afterthe project has been stabilized,a 15'wide non-turf buffer zone will be added landward of the tidal wetlands planted with native salt-tolerant plantings and a 4'wide walkway for the raised wood dock. The plantings include 20 Beach Rose plants, 100 Switchgrass plantings,and 120 evening primrose plantings.A buffer fence will then be added around the plantings to prevent mowing. D ECE � VE APR - 4 2023 Southold Town Board of Trustees i Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Wednesday, October 12, 2022 3:47 PM To: jjpatanjo@gmail.com' Subject: RE: 1280 Corey Creek LLC; SCTM# 1000-78--4-17 Jeff, I had the proposed project briefly reviewed with the Building Department to see if this project will require a Zoning Board of Appeals variance and at this time given the useable lot size, distance of the proposed to the street and the location of the shed this project will have to get a ZBA variance/determination prior to our office performing their review. Once you receive a ZBA determination, please submit a copy of their determination to our office along with any modifications to the site plan/project description (if necessary)that the ZBA may have conditioned. Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From:jjpatanjo@gmail.com <jjpatanjo@gmail.com> Sent:Wednesday,October 12,2022 10:09 AM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: RE: 1280 Corey Creek LLC; SCTM#1000-78--4-17 Will do!I Thank you. Jeffrey Patanjo P.O. Box 582 Bohemia, NY 13716 631-487-5290 JJPatanio@gmail.com From: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Wednesday,October 12, 2022 9:21 AM To: 'JJPatanjo@gmail.com'<JJPatanio@gmail.com> Subject: 1280 Corey Creek LLC;SCTM#1000-78--4-17 Good Morning Jeff, The office in in receipt of the application for 1280 Corey Creek LLC. Please submit at your earliest convenience one full to scale size and three 11"x17" sets of stamped/certified construction plans for the file. Thank you. '5*" 4?'UeW& Senior Office Assistant i Glenn Goldsmith, President Town Hall Annex Yr � � A. Nicholas Krupski, Vice President ,c��s` �� 54375 Route 25P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino G Telephone(631) 765-1892 Greg Williams Y� Fax(631) 765-6641 ©l OWN 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 -7-1-- Received •l�•ZZ OCT 2 2022 � y eceived Fee: $ �• " I _ ✓ Completed Application: ,?�i•23 Incomplete: ..__ __SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. __Lead Agency Determination Date: Coordination:(date sent): �WRP Consistency As essment Form Sent: b� _ �C Referral Sent: �' _ ✓Date of Inspection: Receipt of CAC Report: Technical Review: —Public Hearing Held: IUPI7,['�lk Resolution: Owner(s)Legal Name of Property(as shown on Deed): 1280 COREY CREEK LLC c/o Rich Corazzini Mailing Address: P.O. Box 1281 Cutchogue, New York 11935 Phone Number: 631- 6 sS-s 7a q Suffolk County Tax Map Number: 1000- 078-04-17 Property Location: 1280 Corey Creek Lane Southold, NY 11971 See location Map (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Islandwide Engineering &Land Surveying c/o Jeffrey Patanjo Mailing Address: 751 Coates Ave. - Suite 22, Holbrook, NY 11741 Phone Number: 631-487-5290 Email:jeff@islandwideengineering.com Board of Trustees Application GENERAL DATA Land Area(in square feet): 293709 SF Area Zoning: Res. Previous use of property: Res. Intended use of property: _Res. Covenants and Restrictions on property? ❑ Yes 0 No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? R1 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 —E:]_No Does the structure (s) on property have a valid Certificate of Occupancy?-✓ _Yes=No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ❑� No ❑ Yes If yes,provide explanation: Project Description(use attachments if necessary): See attached ISLANDWIDE ENGINEERING& LAND SURVEYING 751 Coates Ave-Suite 22, Holbrook,NY 11741 09/16/2022 RE: 1280 COREY CREEK C/O RICH CORAZZINI 1280 COREY CREEK-SOUTHOLD SCTM No.1000-078-04-017 PROJECT DESCRIPTION Project includes the removal of the existing single-story residence and the installation of a new two-story single-family dwelling.The existing outline of the residence will be demolished and a new residencewith a crawl space with a heightof 2'-53/" and beginning atthe grade elevation. A covered porch with dimensions 2l'-9"x7'-1"will be installed with 3 steps leading down to ground elevation.A 30'x12' masonry patio will be installed off the family room on the southern side of the house with a covered 14'x12'section on the east side of the patio. A two-story residence with a crawl space will be installed with the eastern dimensions of 22'-7"x48'-0", the westem dimensions of 32'-3"x27'-111/2', and the entryway dimensions of 8'-5/"x34'-9".The existing conventional sanitarysystem will be removed and replaced with a new low-nitrogen I/A style system placed at the north side of the house with contours being refined foran installation thatminimizes the slope of the grade. Roof drainage will be provided to capture all runoff and a siltfence will surround the property to protect the wetlands until final stabilization is reached. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: See attached Area of wetlands on lot: 16141 square feet Percent coverage of lot: 54.3 % Closest distance between nearest existing structure and upland edge of wetlands: 26 feet Closest distance between nearest proposed structure and upland edge of wetlands: 17 feet Does the project involve excavation or filling? 0 _No 0 Yes If yes, how much material will be excavated? 120 cubic yards How much material will be filled? 60 _cubic yards Depth of which material will be removed or deposited: 4 _feet Proposed slope throughout the area of operations: 1 -10% Manner in which material will be removed or deposited: Excavator and skid steer 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): Positive effect on wetlands due to upgraded IA style sanitary system with reduced nitrogen outflow. Short Environmental Assessment Form Part I -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or usefid to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information 1280 COREY CREEK LLC c/o Rich Corazzini Name of Action or Project: 1280 Corey Creek Lane Project Location(describe,and attach a location map): See location map Brief Description of Proposed Action: Remove&replace existing sanitary system.with new 1/A OWTS type system.Remove existing residence and construct-new 2 story residence. Nance of Applicant or Sponsor: Telephone:P 631-655-5829 1280 COREY CREEK LLC c/o Rich Corazzini E-Mail: richpa corazziniasphalt.com Address: P.O.Box 1281 City/PO: State: Zip Code: Cutchogue NY 11935 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 El 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 government Agency? NO YES If Yes,list agency(s)name and permit or approval:NYSDEC ❑ R 3. a.Total acreage of the site of the proposed action? 0.682 acres b.Total acreage to be physically disturbed? 0.245 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.682 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Tndustrial ❑ Commercial 0 Residential(suburban) ❑Forest ❑ Agriculture 0 Aquatic ❑ Other(Specify): ❑Parkland PagC 1 oF3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑� ❑ b. Consistent with the adopted comprehensive plan? ❑ Z ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑✓ ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Corey Creek,Name:Peconic Bay and Environs,Reason:Sign ificant coastal fish&wildlife habitat, If Yes,identify: Reason:Protect public health,water,vegetation,&scenic beauty,Agency:Southold,Town of,Agency:Suffolk County, ... F-1 ✓❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ F-1b. Are public transportation services available at or near the site of the proposed action? ❑V ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed 1:1action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 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: Remove&replace existing sanitary system with new VA OWTS type system RI ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 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? RI ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 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 R]Wetland ❑ Urban 0 Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? Bald Eagle,Piping Plover,... El ❑✓ 16. Is the project site located in the 100-year flood plan? NO YES ❑ Z 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, R] ❑ a. Will storm water discharges flow to adjacent properties? P'l ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑✓ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 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: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spo or/t me: f rey Patanjo Date: 08/30/2022 Signature: Title: ��t-✓lfi PRINT FORM Page 3 of 3 EAF Mapper Summary Report Tuesday, August 30, 2022 4:44 PM Disclaimer: The EAF Mapper is a screening tool intended to assist 7g_._ project sponsors and reviewing agencies in preparing an environmental 78. 4-'14 1 ! 'I assessment form(EAF).Not all questions asked in the EAF are { ' i $ _��2;'r answered by the EAF Mapper.Additional information on any EAF 8_-4 7 --2E] 7g. h2:t 7 8_�1 5 .; � _, � - �� ,, ,, question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to �8.-4r42 DEC,you may also need to contact local or other data sources in order — A% to obtain data not provided by the Mapper.Digital data is not a ll substitute for agency determinations. ''t .78. 4415.3 .— — - ---- 78_-3-53.1 } ti _ 17tt7Na hloritrcal F 78.-4=t€+ :78.;.x17 ''y 78-4-45A QUtftol &-4-1 8j3 y 78:-4.1 f I i i s lI I i {I Toronto. itnCI. 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Refer to EAF Workbook. Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Bald Eagle, Piping Plover, Least Tern Endangered Animal- Name] Part 1 /Question 16 [100 Year Flood Plain]] Yes Part 1 /Question 20 [Remediation Site] No - —_- Short Environmental Assessment Form - EAF Mapper Summary Report 1 Board of Trustees Application AFFIDAVIT 1280 COREY CREEK LLC c/o Rich COvaz2'n` - 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 FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. c Signature of Property Signature of Property Owner SWORN TO BEFORE ME THIS Zd DAY OF ,20 2 2- Notary Notary Publi Michele D. Lyon Notary Public,State of New York No.01LY6291518 Suffolk County Term Expires October 15,20� Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, 1280 COREY CREEK LLC c/o Rich Corazzini owners of the property identified as SCTM# 1000- 78-04-017 in the town of Southold ,New York, hereby authorizes Islandwide Engineering & Land Surveying to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner' ignature Property Owner's Signature SWORN TO BEFORE ME THIS 2' DAY OF ,202 '2— Notary Public Michele D.Lyons notary Public,State of New York No.01LY6291518 Suffolk County Term Expires October - X6- APPLICANT/AGENUREPRESENTATIVE 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 ofpossible conflicts_of_interest and allow it to take whatever action is, necessary to avoid same. YOUR NAME: 1280 COREY CREEK LLC c/o Rich Corazzini (Last name,first name,.qiiddle initial,unless you are applying'in the name of someone else or otherentity,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 ofZone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (lf"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 5%of the shares. YES F-1 NO R1 If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold_ Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,oe child is(check all that apply): LiA)the owner of greater than 5%of the shares of the corporate stock of the applicant F (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(whets the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or _D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this I d day of � 2022_- Signature 022_-Signature Print Name Form TS 1 APPLICANT/AGENT/REPRESENTATWE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of.Ethics prohibits conflicts of interest'on-thepart of town officers and employees.The purpose of this_fonn is to provide'information which can alert thejown of possible conflicts-of interest and allow it to take whatever action is. necessary to avoid sante. YOUR NAME: Patanjo,Jeffrey . (Last name,first name,.ipiddle initial;unless you are applying in the name of someone else orotherentity,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 chile()have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business iuteresL"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 5%�ofthe shares. YES __0• .__.-- NO —1J If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person _ Describe the relationship between yourself(the applicant/agent/representative)and the town.officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): DSA)the owner of greater than 5%of the shares of the corporate stock of the applicant Li (when the applicant is a corporation); m the legal or beneficial'owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or _D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thi 9/26/2022 - Signature F_ Print Name J rey Patanjo Form TS 1 hoard of Trustees Applicat��11 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 10, STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 120 Notary Public ENGINEERING& ISLAN]DWIDE ILANDSURVEYING 751 Coates Ave-Suite 22,Holbrook, NY 11741 August 8,2023 Town of Southold Trustees Town Hall Annex Building FE3oard nn � I 54375 Rte.25 ® U P.O. Box 1179 Southold,NY 11971 2023 RE: 1280 COREY CREEK LLC C/O RICH CORAZZINI 1280 COREY CREEK LANE-SOUTHOLD SCTM No.1000-078-04-17 Town Affidavit of Mailing rustees Dear Trustees: Attached,please find Affidavit of Mailing,and return receipts for the above referenced project. If you should have any questions or require anything further,please do not hesitate to call me at 619-865-2018. Very truly yours, Hailey Jackson Project Engineer U.S. Postal Service"' U.S. Postal Service,T' CERTIFIED MAILP RECEIPT -MAILORECEIPT CERTIFIED rq Domestic mait OnV Fu Domestic Mail Only ru ru E3 r1anr-wri-, tjrq L 03 Certified Mail Fee 7r� r=1 Certified Mail Fee Ir $ T j Er $to) S C. nJ Extra Services&Fees(check box,add fee fVP".T rU Extra Services Fees(check box,add fee 6P fi�r�61,7,ate) tv M Ratur o lot E]Return Receipt(hardcopy) $ 7R h b Return Receipt(hardcopy) $ P rccopy) M M Return Receipt(electronic) M E]Return Receipt(electronic) $ fit i Postmark $ stma E3 F1 Certified Mail Restricted Delivery $ 0) • ere ED ❑Certified Mail Restricted Delivery $ Here ❑Adult Signature Required $ E:3 $ > "V1 Adult Signature Required 'Y r3 $ C3 F1 Adult Signature Restricted Delivery$ IT E]Adult Signature Restricted Delivery r-3 Postage �k I , � 9 000-4 -'�8-3 F.,/2 11 Nvli I MA MitCheII,:)9..sqph R 7V(11. A 1 1000-784- 2. �4. Kwok Ha ShUrn C ru . .9 ru Gallagher Living Trust ru 125 W 21st St Apt 10B ------------- ru 2286 Sycamore PI ----------- E3C3 New York, NY 10011 ---------------- r- Merrick, NY 11566 ----------- U.S.Postal Service" U.S. Postal Servioe' CERTIFIED MAILP RECEIPT CERTIFIED MAILO .AECEIPT Domestic Mail'only Er Domogitic Mo Only W.MWIROMMIR AAA Ln .0 Kzl=� M M L CO CE3 L3 Certified Mail Fee t r. Certified Mai)Fee r9 r-q Er a- $ rU Extra Services&Fees check box,add fee as ed)o ✓ 11-11-11 Extra Services&Fees(check box,add foe;�qs77 FOP ate) ❑Return Receipt(hardcopy) $ E]Return Receipt(hardcopy) $ $ $ M E]Return Receipt(electronic) -Postmark M ❑Return Receipt(electronic) r Postmark 'Postmark Here C3 F1 Certified Mali Restricted Delivery $ �P?H.le Here E3 C3 ❑Certified Mail Restricted Delivery $---4 O E]Adult Signature Required $ Tt E-3 []Adult Signature Required $ E]Adult Signature Restricted Delivery$ C3 []Adult Signature Restricted Delivery$ r 3 PostageC3 Postage $Total P 1000-78-4-45.1 �11 1000-78-W-16 T $ Coreyt-'reek Assoc Inc rq Grill Davi.'07t,: rU Sent Tc Attn: Keith Cummings ru Grill Shirley ni . ---------- ni ---------------- C3 8iij6i 155 Corey Creek Ln C3 ii Prescott Ave St Southold, NY 11971 Montclair, NJ 07042 ----------------- Board of Trustees Application E C E[R U AUG 1 6 2023 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Southold Town Board of Trustees APPLICATION NAME & SCTM#: 1 CDS-- 0AS 'Ut j=:n_l NAME: •t�C.�i+� //r a� 1000-78-4-45.1 1000-78-4-16 Corey Creek Assoc Inc Grill David Attn: Keith Cummings Grill Shirley �i Lj _ 1 155 Corey Creek Ln 11 PrescottAve D Southold, NY 11971 Montclair, NJ 07042 3 o 1000-78-4-18.3 1000-78-4-20 Mitchell Joseph R Kwok Ha Shum C Gallagher Living Trust 125 W 21 st St Apt 106S ~ 2286 Sycamore PI New York, NY 10011 7 Merrick, NY 11566 STATE OF NEW YORK COUNTY OF SUFFOLK CST` r1 -,residing at P 0-'a__7x f 5t?_ \(_l 11'11 to ,being duly sworn,deposes and says that on the day of8O Q-' kV , 20_23,deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at F_Cktl ,that said Notices were mailed to each of said persons y CERTIFIED MAIL/RETURN RECEIPT. i ature Sworn to before me this Day of RAQUS}- . 20 2-3 JESSICA L. GEREMlNA NOTARY PUBLIC-STATE OF NEW YORK No.01GE6418131 Qualified in Suffolk County NO llc My Commission Expires 06-01-2025 tNGINEEPING I SLAND Y Y 1DE f LAND SUR.EYfNG 751 Coates Ave-Suite 22,Holbrook,NY 11741 August 16,2023 Town of Southold Trustees Town Hall Annex Building ® 54375 Rte.25 P.O.Box 1179 AUG 2 2023Southold,NY 11971 RE: 1280 COREY CREEK LLC C/0 RICH CORAZZINI Southold Town 1280 COREY CREEK LANE-SOUTHOLD Board of Trustees SCTM No,1000-078-0417 Affidavit of Posting Dear Trustees: Attached,please find Affidavit of Posting for the above referenced project. if you should have any questions or require anything further,please do not hesitate to call me at 619-865-2018. Very truly yours, Hailey Jackson Project Engineer Glenn Goldsmith,President 1asaff0t,��o Town Hall Annex A.Nicholas Krupski,Vice Presidents Gym 54375 Route 25 Eric Sepenoski H $ P.O.Box 1179 Liz Gillooly ;Yp • Southold,NY 11971 Elizabeth Peeples �a�l Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLI 1 BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of WO Coco C'rrjecL LLC_ 'lo 4.1c1t l,ofA,��tlni 'alt - COUNTY OF SUFFOLK STATE OF NEW YORK i i AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THLl POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVEN DAYS 'RIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM 6NEIGHTH DAY OR LATER I, �' k_k C= eci 2�r � , residing at/dba?.O,� 58Z ' 0bpM_1gx , N)q 1 \—1 1 W being duly sworn, depose and say: That on the '. day of Pcv q , 2023, I personally posted the property known as 1230 Nr ►-AL1 11 q'11 by placing the Board of Trustees official noticing poster h re it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,August 16,2023. Dated:$, I to 12 (s' fie) Sworn to before me this Way of ' w12023 JESSICA L. GEREMINA NOTARY PUBLIC-STATE OF NEW YORK No.01GE6418131 Qualified in Suffolk County 0 My Commission Expires 06-01-2025 y " ilOTICE 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: 1280 COREY CREEK, LLC, c/o RICH CORAZZINI SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, August 16, 2023 — 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 online at www.southoldtownny.gov and/or in the Trustee Office until to the day.of the hearing during normal business days between the hours of. 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,President ``�of SOU,y Town Hall Annex Vv ® A. Nicholas Krupski,Vice President �® �® 54375 Route 25P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples • a® Fax(631) 765-6641 COUfViY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD A PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, AUGUST 16, 2023 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION FOR: Islandwide Engineering & Land Surveying on behalf of 1280 COREY CREEK, LLC, c/o RICH CORAZZINI LOCATED: 1280 Corey Creek Lane, Southold. SCTM# 1000-78-4-17 For a Wetland Permit to demolish the existing single-story dwelling and construct a two-story, single-family dwelling with. a 1,755sq.ft. first floor, a 227sq.ft. attached garage, a 1 ,005sq.ft. second floor, and a %2,211sq.ft. foundation having a crawl space with a height of 2' 5%" and beginning at grade elevation; it will be installed with the eastern dimensions of 30'5 %"x34'9" and the western dimensions of 32'3"x27'11%"; a 130sq.ft. front covered porch with steps to ground; a 22'x14' patio installed off the east side with a 14'x12' covered masonry patio and a 14'x10' uncovered patio section; two sets of 9'x3' wood ,landings, stairs and railings to be installed on the south side of dwelling; remove existing sanitary system and install an I/A style system at the north side of dwelling with contours being refined for an installation that minimizes the slope of the grade; construct a waterproof retaining wall to the north of the proposed I/A system with the dimensions 50' x 3%" x 5'; three roof drains and one trench drain to be installed to contain roof runoff; install a silt fence to surround the property until final .stabilization is complete; establish and perpetually maintain a 15' wide Non-Turf Buffer area along the landward edge of vegetated wetlands and planted with native salt ,tolerant plantings including 20 Beach Rose plants, 100 Switchgrass plantings, and 120 evening primrose plantings; establish a 4' wide access path leading to the catwalk; and install a buffer fence around the plantings. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS L. 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 sienificant 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:fads: 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# 78 _04 _017 PROJECT NAME 1280 Corey Creek - Southold The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. RI 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: 0 Nature and extent of action: See attached Location of action:1280 Corey Creek-Southold Site acreage:0.682 Present land use:Res. Present zoning classification:Res. z 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:1280 COREY CREEK LLC c/o Rich Corazzini (b) Mailing address: P.O. Box 1281 Cutchogue, New York 11935 (c) Telephone number:Area Code 631-655-5829 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑✓ No❑ If yes,which state or federal agency?NYSDEC 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. Fs—/]Yes ❑ No ❑ Not Applicable Project is consistent with neighboring area and makes beneficial use of coastal property. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable No Effect. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No❑ Not Applicable Project provides new visually appealing house consistent with neighboring properties. 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 ❑ Not Applicable Project includes a proposed silt fence installation to reduce erosion effects. 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 R1 Yes ❑ No ❑Not Applicable Project provides new sanitary system that has a positive effect on wetlands due to upgraded IA style sanitary system with reduced nitrogen outflow. 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. ❑Yes ❑No ✓❑Not Applicable No Effect. 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 No Effect. 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 No Effect. 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. ❑✓ Ye❑ No❑Not Applicable Project allows for continued access to waters for boating,fishing and recreation activities. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable No Effect. 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. 0 Yes ❑ No❑✓ Not Applicable No effect. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable No Effect. 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 ❑ NoFt—/] Not Applicable No Effect. PREPARED BY Jeffrey Patanjo TITLE Agent DATE 04/18/22 ENGINEERING& ISLANDWIDE I LAND SURVEYING 751 Coates Ave-Suite 22, Holbrook,NY 11741 September 27,2022 Town of Southold Trustees D E ....�.■= Town Hall Annex Building 54375 Rte.25 OCT 12 2022 P.O.Box 1179 Southold,New York 11971 0 Southold Town RE: 1280 COREY CREEK LLC C/O RICH CORAZZINI Board of Trustees 1280 COREY CREEK LANE-SOUTHOLD SCTM No.1000-078-04-17 APPLICATION FOR PERMIT Dear Trustees: We hereby submit one(1)original and three(3)copies of the proposed project plans,applications and check for above referenced project approval. If you should have any questions or require anything further,please do not hesitate to call me at 631-487-5290. Ve truly ours, Jeff y Patanjo Managing Partner