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HomeMy WebLinkAbout7851 i u-v) �j e-e� Lan e kc,�m lC i . s Owner: Indian Neck IV LLC File #: 7851 Address: 3375 Indian Neck Lni �J Code: 17NP Agent Info AMP Architect/Anthony Portillo y� P0Box 152 Mattituck , NY 11952 Phone: 631-603-9092 Fax: Email: aportillo@amparchitect.com /AJo Pk(01s OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O. Box 1179 54375 State Road Route 25 I® Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1809 ® a� http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS �- ii � CS 3: 1��� Town of Southold D E C 2 6 2023 S&kold ®enrn` er FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 21, 2023 ZBA FILE: #7851 NAME OF APPLICANT: Indian Neck IV, LLC PROPERTY LOCATION: 3375 Indian Neck Lane, Peconic NY SCTM: 1000-98-1-1.3 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 September 29, 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, conforming, 649,236 square feet, 14.9044 acre parcel located in the R80 Zoning District measures 300.29 feet along Indian Neck Lane and continues south,253.71 feet to a bend in the road measuring R=70.40 feet; L=134..80 feet and then continues 1,125.58 feet along the roadway,-then runs north 560.83 feet through flagged wetland and returns west,through marshlands, in an irregular line 69.16 feet,78.03 feet, 152.87 feet, 118.69 feet, and 82.05 feet, then turns south and runs 205.47 feet before continuing west in an irregular line, 231.86 feet and 241.67 feet back to the roadway. The subject parcel is improved with a single-family residence, built prior to zoning and located 11.3 feet from the road, an accessory garage, a 1.5 story barn and a small shed, all shown on the survey prepared by Paul Flash, Licensed Surveyor of Barrett, Bonacci & Van Weele, P.C., and dated last revised November 11, 2020. BASIS OF APPLICATION: Request for a Variance from Article 1I1, Section 280-14; and the Building Inspector's September 8,2023,Amended September 21,2023,Notice of Disapproval based on an application to legalize as built demolition (as per Town Code definition, and reconstruct a single-family dwelling; 1) less than the code required minimum front yard setback of 60 feet; located at: 3375 Indian Neck Lane, Peconic,NY. SCTM#1000-98-1-1.3. RELIEF REQUESTED: The applicant requests a variance for the demolition (as per Town Code definition) and reconstruction of a single-family dwelling with a front yard setback of 11.3 feet where the code requires a minimum front yard setback of 60 feet. ADDITIONAL INFORMATION: Improvements on the subject parcel are covered by the following Certificates of Occupancy and/or open building permits: ` Page 2,December 21,2023 #7851, Indian Neck IV, LLC SCTM No. 1000-98-1-1.3 #Z-33126 dated June 30, 2008 covering a one family dwelling and four accessory structures. #47570 dated March 18, 2022 covering the construction of an accessory barn as applied for. #48201 dated August 24, 2022 covering alterations to an existing single family residence. On August 23, 2023,the Town of Southold issued a `Stop Work Order' on the subject property. This order is based on"construction beyond scope of Building Permit#48201 issued August 24, 2022". The applicant's agent submitted detailed architectural plans,including a site plan with a table"Project Data",existing and proposed floor plans, and proposed elevations, labeled SD-01 to SD-04 prepared by Anthony M. Portillo, Registered Architect and dated September 20, 2023. During the public hearing the applicant's agent submitted an illustration with a detailed aerial view of the subject property with three (3) area homes cited and indicating pre-existing front yard setbacks of 9.2 feet, 3.3 feet, and 1.9 feet (including the subject property at 15 feet or 11.3 to the covered porch entry) from the roadway. Properties illustrated were all built prior to the adoption of the zoning code. The applicant's agent also indicated that as part of the renovation of the residence, the applicant will install a Suffolk County Board of Health approved UA sanitary system to service the house. An adjacent property owner offered a letter of support for this application prior to the public hearing. During the public hearing, a neighbor voiced concerns about the application focusing on the use of the subject parcel as it relates to other parcels,adjacent and across Indian Neck Lane, also owned by the applicant. No other member of the public or neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 7,2023 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. Indian Neck Lane is among the oldest roadways within the Town of Southold. Running from Main Road, south, and terminating at the Peconic Bay, the street has evolved from a farm road to one serving various residential subdivisions along its length. The subject parcel is one of several, larger agricultural properties remaining on the lane, which has among other `modern' residences, multiple original farmhouses,many of which have non-conforming front yard setbacks,similar to the applicant's. The subject property was developed well before current zoning and has defined the character of the immediate neighborhood. Maintaining a pre-existing front yard setback of 15 feet from the roadway to the residential structure, or as cited in the Notice of Disapproval 11.3 feet to the covered front porch,will not disrupt the character of the neighborhood or be a detriment to nearby properties, since it has stood in its present location since construction sometime in the mid-19`h century. 2. Town Law 4267-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 applicant began renovations of the existing residence with a pre-existing front yard setback of 11.3 feet to the covered porch entry and 15 feet to the structure, under Town of Southold Building Department Building Permit#48201 dated August 24,2022. While the scope of work was noticed to beyond that allowed under the permit, and a Stop Work Order was issued,the pre-existing residence has not been enlarged beyond the original footprint and no expansion of the house is proposed further reducing the currently existing front yard setback. t• Page 3,December 21,2023 #7851, Indian Neck IV,LLC SCTM No. 1000-98-1-1.3 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 81% relief from the code. However,the residence was built prior to the adoption of Zoning and has always benefited from a reduced front yard setback. The applicant, as part of the renovation of this structure, does not propose to further encroach on the reduced setback and does not propose any alteration to the structure that would increase the level of non-conformity. 4. Town Law 4267-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 must comply with Chapter 236 of the Town's Storm Water Management Code and per their statement during the public hearing, install a Suffolk County Board of Health approved Innovative and Alternative Onsite Wastewater Treatment System. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. While the applicant purchased 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, the structure has a Pre-Existing Certificate of Occupancy, illustrating the residence was constructed prior to the adoption of a Zoning Code in the Town of Southold. 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of renovations and alterations to a single-family residence with a front yard setback of 11.3 feet to the open, covered porch (15 feet to the 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-B,motion was offered by Member Planamento,seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variance as applied for,and shown on the Site Plan and Architectural Plans, Sheets SD-01 thru SD-04, prepared by Anthony M. Portillo, Registered Architect, and dated September 20, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a Suffolk County Board of Health approved Innovative and Alternative(I/A)Onsite Wastewater Treatment System. 2. The covered front porch, located 11.3 feet from Indian Neck Lane,shall remain unenclosed and unconditioned space 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. Page 4,December 21,2023 #7851, Indian Neck IV,LLC SCTM No. 1000-98-1-1.3 IMPORTANT LIMITS ON THE APPROVALS) 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 relief granted 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 anew application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan andlor 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. 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), Dantes, Planamento, Acampora and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing�'� / /2023 Q =3a -J W 'eIIAP '` v M , E � O 0)(00 O O ♦� a— a C14X C m SCO FR��IE�T S��FE : FROJE�T DATA : 4- — O stn SU5JEGT FRO FE �� � -- - � - - �� a Oa o r • •� RENOVATI O1�1 OF EXISTING RESIDENCE 3 - NEN FOUNDATION STRUCTURE — PROJECT / ZONING DATA FIRST FLOOR LONERED FOR H 1 C HER (1) FROFERT'r UN7ER FIRST FLOOR GEILINC HEIOHT. TA--X MAP THE ONNERSHIP OF -- -- 1000-a5-I-1.3 +•—� _, ( -.,' Ilk r THE SAME PARTY '�? ZONI G ss,r V, � ' `.,,'°. ` �: 'w� N DISTRICT R-50 ., 14 S LOT AREA A ACRE — . _. _ ., � _<.�....._.y .�. ..___........ ..� ._':�,-.i�`....m.•��.:.�.` . ....,,....",..� EXISTING LOCATION MAP EXISTING HABITABLE GROSS SSPACE AREA SCALE: NTS Q LAND NOW OR FORMERLY OF FIRST FLOOR AREA 1335.6 S.F. 1444.5 S.F. JOHN PONTINO SECOND FLOOR AREA 565 S.F. 62x.5 S.F. LINES ALONG LAND NOW OR FORMERLY OF S 8504#20„ E TIE OF RI OF AREA TOTALS =17955-- S.F. 1,423.4 S.F. TOWN OF SOUTH OLD 82.05, S 78 4320" _ PROPOSED PROPOSED RFC. I�`j 118.69, E S 85 50'40" E N 83'3430" E S 85'12'00" E HABITABLE GRo55 DITCH-- — ----_ 152.87' 78.03' 69.16' SPACE AREA SEP 20 2 BASEMENT AREA O S.F. 1455 S.F. ? MARSH 1 011Clr 7J`i'C O - LIMIT OF WOODS i FIRST FLOOR AREA 1304 S.F. 1416.5 S.F. C APPROXIMATE EDGE 'FN !�' - WETLANDS AS SHOWN �Ol FILED MAP 1 SECOND FLOOR AREA 521.5 S.F. 624.5 S.F. LAND NOW OR FORMERLY OF O N AREA TOTALS 1741.3 1,554.2 S.F. N2885 INDIAN NECK LANE, LLC 0 111 AL M M s 80.4 E WOODED 1 REVI i, 67 ' 0" E 231'86' 11 LAND NOW OR 241• ' N 85'4 1 FORMERLY OF ZONING REGULATIONS MAIN BUILDING D I I N 6,S 1 LISA OKULA & - --- 3 j ---_- _ M ROBERT DE FRESE J , --------— EXIST. PROP. GOMPLIE X66.6-------------- 11 Lu sn i ,10 1 MIN. FRONTNO y� li YARD 60.0 11.3' 11.3' (EXIST) W p OII.7 I'1 MIN. SIDE 20' SIDE YARD 1 W YARD 20.0' 140.0' ICIO.O' YES Z 2 BAR SETBACK MIN. o Q i COMBINED 45.0' 140.0' 140.0' YES 9 SIDE YARDS to II. j 75' REAR YARD�IiI T- (GORENR LOT) 2 STORY SETBACK ii YARD AR 75 O' 1,101.0' 1,101.0' YES PROJECT: ® DNELLINO i MAXIMUM 35.0' t 23.5' .5't 23YE5 INF GUEST HOUSE No. 33-15 LOT I li ORMERLY OF HEIGHT RESIDENCE FRANK JR. & FLORENCE KULL z EXIST 4'—O" X B�A� SOUTHOLD TOWN CODE 280-20'7 (A)(1) 1 _ _ 3375 INDIAN NECK LANE 6'4" ( 5 SF) LOT SIZE/AREA IN 641,236.0 441,236.0 ALLOWABLE TOTAL PECONIC, NY 11958 n COVERED GRAVEL i EXCESS OF 200,000 S.F. S.F. OFA OFA rj PORl DRIVEWAY 11 �0 ALL LOTS IN 200,000 SFEXGE55 Z N DRAWING TITLE: i ALLOWABLE S.F./PLUS —— — _ 1% OF ANY ADDITIONAL 10,100.0 S.F. 4,412.4 S.F. 14,512.4 S.F. 20"11.3 SITE PLAN j -- j LOT AREA 5'F' ZONING AND SITE ANALYSIS W i — — ---- LOT COVERAGE _ L PAGE: O - ,►� i -- -- DE50RIPTION (FOOTPRINT) AREA COVERAGE SD-01 N 60' FRONT YARD TOTAL LOT AREA 644 236 S.F. co I — _ ——— -- -- -- - 25.5$ SITE LAYOUT NOTES: O SETBACK __ -- �' I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS SUBJECT TO VERIFICATION BY A LICENSED TOTAL BUILDABLE LOT AREA (501,7704O�f,(501,770404 S.F. g3.g90 DATE:09.20.23 10F 4 - D SURVEYOR. THE INFORMATION __ -- O A REPRESENTED ON THI5 51TE PLAN 15 TO THE MODIFIED GUEST HOUSE 1,450 S.F. 0,29% I ARCHITEOV5 BEST OF KNOWLEDGE. C EXISTING LANDINGS 41 S.F. 0.0% PIC//r'ro 1^\11 2.SURVEY INFORMATION HAS OBTAINED ___ a; vi �1 D 1 /� FROM A SURVEY DATED MAY 20, 2020 EXISTING FRONT FORGH 25 S.F. 0.0% (9c �� AVEME T 44'00 Vd 1 1 AND PREPARED BY: __ 1� E E EXISTING GARAGE bOQ S.F. 0.190 'Q E O P S 78• s j DO \> >O BARRETT BONAGGI 8 VAN HEELE, PG _ HAUPPAUOE N.Y. 11758 A����- PROP05ED BARN (SEP. FILING) 1,505 S.F. o.3Y y- 3 0- TELEPHONE: (631) 435 IIII '. FLA TOTAL AREA OF ALL SITE I L 1-t N STRUCTURES 3x 69% 41 S.F. — 0. MAXIMUM LOT COVERAGE ALLOWED: 209% r — r I I I 1 Q I I W I I UJI 11 1 IF --I I J Q 1 1 1 1 1 1 1 1 I I I I I I I \ / 1 I I 1 I I I I ; I I I I I I I I � • I I 1 I i I XDOWN 15 — I �,— Q _ -- -- ' EX15TINGf °° r--- C N XIST. U(� EXIST. /�>. abROOM O �� EXIST. II GL o - e- ® PANTRY� p \ w XIS c01ILREF ;W O �rZ AN t===� L- D. 'pc N III t r—Y L_ --- - XIST. EXI5T. 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NAL I I IIII I, Lu 3_ 11 811 BEDROOM - MAX. (`7) Tr ® I I" i�1 f 1 N 6 u1 1_nil_ I -- � - �_] \ 111 1' TANK II- p"y�,E Ot I E 1 1 \ O -1 I I O O - 1'"•1'G r T C T(161 .. I J L_I'j J L _ YO,1�. MODIFIED _ ' )EXIST. p a ;XIST. II 4ql S.F. SE PROPOD ON BASEMENT _ry I -i L 1I J ===L 1 GRADE STONE m PATIO (EXIST. I ( � cr +- _ _ _ _ '— — — — PROJECT: 1 I JFURN. _ I PROP. r 4 1-MUDROOM L - INF GUEST HOUSE 41 I 2, 11Alli- �- _ _ _ _ = T = _ '21-011 p 2'-101, ,_00 RESIDENCE -- ---------- J- - , V r L -61 "7—T'-7= = --- IIII I LINE OF EX=In5T Y 3375 IND-I- A N NE C K LAN E N O.T. w/ ±TCH. PECONIC' NY 11958 - - _ _ PROP. 0O i L II II _KITCHEN DRAWING TITLE:I�== — PROP. I BEDROOM ° DEMOLITION PLANS PROPOSED PLANS—I r MODIFIED -5:: 3 CRAWL 5PAGE PROF. I II LIVING II II II ! EXIST. DNS 31q S.F. _ - - D5=PIN�INO II =O TOl PAGE:BOW 2" PROP.-TV1 -44 1! HALL II I �v SD OL I r j I I I I I I PROF. - MODI SPACE I I I I I O - BEDROOM C m RAWL �I - I I I PROP. 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Rlr.>rvE HEIGHTC C:) a.. N�JELEV. +25.6' Q) C) NEW P400D FASCIA PROPOSED VERTICAL WOOD PLANK SIDING Q) PROPOSED TESLA SOLAR ROOFING- TO MATCH EXISTING- ROOF PITCH (SEE MANU. SPECS) c— PROPOSED VERTICAL HOOD PLANK SIDING U') In E X15TIN 07 SECOND FINISHED FLOOR q ELEV. +5.0' V I E('EI VE SEP 2 7 20?3 7-or inc Bmrd offppeal, EXIST. FIRST FINISHED FLOOR • ELEV. +0.4' BASELINE (AVERAGE GRADE) Lj- F1 . ,o.o- FROPOSED SOUTH (RIGHT) ELEVATION SCALE. 1/4" ALA EVIE ED BYZIA DECISI05 # z Lu PROPOSED TESLA SOLAR ROOFINS DATED: La L-)- TO MATCH EX15TINO ROOF PITCH ------ (SEE MANLJ. SPECS) PROJECT: INF GUEST HOUSE RESIDENCE 3375 INDIAN NECK LANE PECONIC, NY 11958 DRAWING TITLE: PROPOSED ELEVATIONS PAGE: PROP05 "", 7 — VERTICAL SD 03 WOOD PLANK U1 i I ALI –1 DATE:09.20.23 30174 T i ry- Q) N "A �o ZZ < PROPOSED FRO�T DOOR N \�PROPOSED INSULATED eLA55 PROPOSED INSULATED OLA55 iTH o SIDELIC7HTS AND INSULATED P4lNr,>Okq TO MATCH EXISTING-(TYP) kq[NDOP4 TO MATCH EXISTING- (TYP) /A'nF CLASS PROPOSED WEST (FRONT) ELEVATION SCALE: 1/4' - 1'-0" ' OF T-A Ld Ld E C-4 u')o 0 T-C) 0 ��Z� 0- a X-yC*4 >' o mul c Mo 0 (:)M-I-.Iq- 0 4.c-j C-4 Q PROPOSED HOOD FASCIA Q) + PROPOSED VERTICAL l j ! I ' j I I { I i j l i ' j • HOOP PLANK SIDING I I I I IIII r 1 PROPOSED TESLA SOLAR ROOFING TO MATCH EXISTING ROOF PITCH (SEE MANU. 5FE05) I fI i iI ilj '. { i ; i II ! IIi ( I � ', I ; IIi + ! j /-/n- I I 4 it REC Ell"M I ii I ti PROPOSED-,,, VERTICAL i itSEP 7 2023 HOOD PLANKI . SIDINGI i i I i i it I - Or, "0 'o, rd �f/ pp� )lf- L ; jI PROPOSED NORTH (LEFT) ELEVATION 5oAlz; 114- -VFINAL PIAP REVIEVIU) D Y Z13A T To w DATED PROPOSED TE5LA SOLAR ROOFING TO MATCH EXISTING ti ROOF PITCH (5EE MANU. SPECS) Ix Ix PROPOSED REAR DECK PROJECT: PROPOSED EXTERIORINF GUEST HOUSE SLIDING DOOR RESIDENCE / PROPOSED TESLA 50LAR 3375 INDIAN NECK LANE ROOFING TO MATCH EXISTING PECONIC, NY 11958 ROOF PITCH (SEE MANU. SPECS) DRAWING TITLE: PROPOSED ELEVATIONS � I ' I I ail ; loll I I , I ' Il , . . i ill i . ; ! � I ; ! ' III ! ! � il ! ; III { ; I ' If jl ( � l � ; i i4 I 1 jlf ; I ; � ; ' I iili I ; l ! jl PAGE: ii ' I � Illil � l ;, � j ' i # illlil ; ( ISI ! 4 ' fi , , I { I ! I i ; ll ' ' i li SD-04 PROPOSED VERTICAL-,, DATE:09.20.231 40F4 SIDINGHOOD PLANK SIDING lilt ' I i4i ; ' � I ii � ll II I ! ! i ' , ' , { j ; hili 'I I ! � I I I iil ' A 'E4 I I ( i f i f i I I ! ,I l i j I ;3. .ie ,r�,� I " o? dl r 4 FROF05EV EA5T (REAR) rELEVATION 0 SCALE: 1/4" = 1'-0' LAND NOW OR FORMERLY OF LEGE ""~-----•--._._.. , , JOHN PON77NO EDGE OF PAVEMENT ?tE LINES ALONG CENTERLINE OI I OVERHEAD WIRES LAND TOWN O R SOUTHOL Q QP 8.�. Q� S` 7,S•t?+ OF RICHMOND'S D'S CREEK HEDGE �. ' • » • • " E S 85�2'C)C?" WATER METER 78. zov 89 ' S 85 5p 40 E N 83 34 30 E 782.87' 78.OX 88.76' - CONCRETE .r' 9m DRAINAGE INLET s � MARSH U77UTY POLE LIMIT OF WOODS f SIGN APPROXIMATE EDGE OF WETLANDS ADS MSHOWN ON �X CATCH BASIN Q X--- CHAIN LINK FENCE It 3,T'tY LAND NOW OR FORMERLY OF Ip N — 0 FENCE OTHER STAJM 2885 INDIAN NECK LANE, LLC SET S WOODED SFE � 0 0 � ZVE — 0.2'x 247.g�, N 8543;7 " 231.$8j 2. LISA NOW OR FORMERLY OF '' SA OKULA & ROBERT DE FRESE HALL ..+ ^"""'" E.w EL. FOUND ./���tis «.A r.wr 2.4 N STAKE Or j N RESAR SET (� yt, Lygc FOUND 0 Q : a aaRnj Lij j 25.4, Q i "? I; 101XIO' LAWN Q k�1,tjG O �..1 SHED 9'*E • za rg Q f r DWELLI G STA LAND NOW OR FORMERLY OF � FRANK & FLORENCE 1+ ,sNo. 3375 LOT 1 (SEE DETAIL) GARAGE STAKE SET c ! I� LAWN AtONCAdLNf1 �..+�"'� 2'.*W FOUND «m "• hatiED gra. R K �� SEP 2 7 2023 t © .p _u -""�' rte. 3! Zoning; Board of Appca!s 2 .M...... '-�� . Opp ocr cK SO S 78-1 NOTES ES IIA1/2020 F.m SET STAKES I. THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR D&e BY Revwm RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. Su- R.B. 6d _ 2. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. Barreff . pp & 3. SUBSURFACE AND ENVIRONMENTAL COND177ONS WERE NOT EXAMINED OR Bonaccl CONSIDERED AS PART OF THIS SURV9Y. Van ��/ Pc 4. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE µ Y!€ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND Engineers : Surveyors • Planners THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, 175A Commerm[hive Houppouge,W 11788 RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO Tb31.d35.1III F 531.435,1022 ROOF OVER BUILDINGS BUILDINGS OR ANY OTHER CONSTRUCTION. vrww161-C.cam WOOD LANDING ' STr 5. PROPERTY APPEARS AS LOT 1 ON THE MINOR SUBDIVISION FOR THE OKULA FAMILY, FILED APRIL 1, 1997 AS FILE NO 9983. Tax Map: DISTRICT 1 OW SECTION 98 BLOCK ) 10T1.3 -- tea• 6. TOTAL LOT AREAS 14.9044 ACRES. ���aides�a ��de FUEL nrtaemgCodsd cc PROPERTY IANC TRIS OVER fa Sa,*Vw,*6*%dbrIke Nawrak z sr�ar 1r s CONCRETE WALK aa � atw1� SITUATE TFacmfimlsm T SrOar ;. / "� xaa ondgnctaravvsdgaPECONIC ,ar. -e. 6ms"*1 sod mdkek-ft `O r TC?1flllN QF 5C?tJiHOLD 51JfFOiiC Ct)lltd C1Y,N.Y. CELLAR "`" CC f ENTRANCE 3 as to n BOUNDARY DETAIL. ,; zxar SURVEY es d kitX!Nyr e�3p*eeb�rne^3,, N.T.S. " rs E�sisa3aealcrr#x t4s LM- BOUNDARY . . No. VIEW: BCkINI3ARYtatoa� {c) 202t} 66VPC fi�`• -17aha�� Praject Na. d�f'Af �,20 1"» $a' A08031178 i of Pt -hic- COUNTY OF SUFFOLK 1 Y ai- STEVEN BELLONE ✓� SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING �{ SARAH LANSDALE CHRISTOPHER GONZALEZ COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER September 29, 2023 RECEIVED Town of Southold SEP 2 9 2023 Zoning Board of Appeals 53095 Main Road Zoning Board of Appeals P.O. Box 1179 Southold, NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal He Number Roland Grant #7847 Indian Neck IV LLC #7851 Very truly yours, A., By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning & Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099 0 (631)853-5191 Ein IVED FORM NO. 3 Q7 2023 TOWN OF SOUTHOLD " 5� I BUILDING DEPARTMENT rd of Appeals SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 8,2023 AMENDED: September 21,2023 TO: AMP Architecture(Indian Neck IV LLC) PO Box 152 Mattituck,NY 11952 Please take notice that your application dated August 29,2023, in conjunction with Building Permit#48201: For permit: to legalize"as built"demolition(as per Town Code definition)and reconstruct atingle-family dwelling at: Location of property: 3375 Indian Neck Lane,Peconic.NY County Tax Map No. 1000—Section 98 Block 1 Lot 1_3 Is returned herewith and disapproved on the following grounds: The"as built"construction on this conforming 649.236 sq.ft. lot in the R-80 District.is not permitted pursuant to Chapter 280-Bulk Schedule.which-requires a.front yard setback of 60 feet. The construction will have a front yard setback of 11.3 feet. This disapproval has been amended based on the revised site plan received on 9/21/23. Authorized Sig Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. pF SO(�j�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O. Box 1179 ` Southold,NY 11971-0959 ` 2. - y eo 1 J BUILDING DEPARTMENT .�� (�• TOWN OF SOUTHOLD STOP WORK ORDER ;. RE&V' ` TO: Indian Neck IV LLC SEP 2 7 2023 C/O Ernest Scalamandre �p 1350 Ave of Americas, Ste. 2300 'I g New York, New York 10019 Zoning Board of Appeals YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 3375 Indian Neck Lane,* ane Peconic, New York S.C.T.M. 1000-98.-1-1.3 Pursuant to Section 144-8 Chapter-of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit# 48201 issued 8/24/2022. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When Suffolk County Health Department Zoning Board of Appeals and the Building Department have issued approvals for all changes. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. ) TED: 3/2 23 Nancy ey r Building�ns ctor (Cert. Mail) Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF PPEA EIVED AREA VARIANCE House No.3375 Street INDIAN NECK LANE Ilaln]et PECONIC SEP 2 7 2023 SCTM 1000 Section 98 Block 1 Lot(s)1.3 Lot Size 14.904 ACRES jag ooard of Appeals I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 9/21/23 BASED ON SURVEY/SITE PLAN DATED 09/20/23 Owner(s):ERNEST SCALAMANDRE Mailing Address: 1350 AVE OF AMERICAS STE 2300 NEW YORK,NY 10019 Telephone:631-767-8746 Fax: Email:robd@indianneckfarm.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:AMP Architecture for(X)Owner( )Other: Address:PO Box 152,Mattituck,N.Y.11952 Telephone:631-603-9092 Fax: Email:-APORTILLO@amparchitect.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 09/20/23 and DENIED AN APPLICATION DATED 8/29/23 FOR: (x)Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article:CHAPTER 280 Section: BULK SCHEDULE Subsection: Type of Appeal. An Appeal is made for: (x)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( )has, (x)has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: An undesirable change will not be produced in the character of the neighborhood because the proposed work does not effect the existing footprint of the dwelling.There are no proposed additions.This is one of the smaller homes in the area. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: The 15'front yard setback is an existing non conformance.The applicant is not changing the footprint of the existing home. [Zoning EIVE® 3.The amount of relief requested is not substantial because: '�' �02 There is an existing non conformance of the home that is already in existence. rd of Appeals 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The construction will be conforming with NYS building code. 5.Has the alleged difficulty been self-created? { } Yes,or{x}No Why: The front yard non conformance is existing. Are there any Covenants or Restrictions concerning this land? {x}No { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. c Signa re cant or Authorized Agent (Agent mit written Authorization from Owner) Sw o before rVe thiALI. of ►l1Kt Notary Public Debomb Orlowski * nOrMr'i Notary Public,State of New yolk- No.0lOR628D392 olkNo.0lOR6280392 Qualfiied m Suffolk S/ N V •�`' Comminlon EVires 05113/20x' ''nnif RECEIVED APPLICANT'S PROJECT DESCRIPTION SEP 2 7 2023 �� APPLICANT: AMP Architecture DATE PREPAREZg Ig/,23Board of Appeals 1. For Demolition of Existing Building Areas Please describe areas being removed:6' x 6' rear landing and step (36 SF), 5'4" x 4'2" Bilco (22 SF) First Floor Interior Renovation: 24'4" x 15'2" x 2'6.5" x 8' x 22' 2.5" x 17' x 21'6.5" 3'9" x 26' 10.5" x 36'5" ( +/- 1335.6 SF), Second Floor Interior Reno: 26'10" x 212" (568 SF), Demo of Exist. Basement Stair 11. New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: N/A Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): +/-24'-0" Is basement or lowest floor area being constructed?If yes, please provide height(above ground) measured from natural existing grade to first floor: EXISTING BASEMENT III. Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 2 Story residential dwelling.Single Family Home. Number of Floors and Changes WITH Alterations: 2 Story Residential Dwelling.Single Family Home. IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 3937 SF Proposed increase of building coverage: 0% Square footage of your lot: 649,231 SF Percentage of coverage of your lot by building area: .6% V. Purpose of New Construction: Renovation of Dwelling VI. Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): The land slope is relatively flat. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION RECEIVED A. Is the subject premises listed on the real estate market for sale? SEP 2 7 2023 Yes X No _"k Zoning Board of Appeals B. Are there any proposals to change or alter land contours? X No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses?YES 2.)Are those areas shown on the survey submitted with this application?YES 3.) Is the property bulk headed between the wetlands area and the upland building area?NO 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? YES Please confirm status of your inquiry or application with the Trustees:No.Jurisdiction, dwelling is 566.6'from wetlands and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?NO E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting?NO Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises?YES If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: Permit Pending G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel?YES If yes, please label the proximity of your lands on your survey. SHOWN ON SITE PLAN AERIAL PHOTO I. Please list present use or operations conducted at this parcel EXISTING SINGLE FAMILY RESIDENCE and the proposed use EXISTING SINGLE FAMILY RESIDENCE, PROPOSED RECONSTRUCTION (ex: existing single family, proposed: same with garage, pool or other) 14MLdAz�1_ 09/22/23 AuthoriztA signature and Date FORM NO. 4 RECEIVE® TOWN OF SOUTHOLD BUILDING DEPARTMENT SEP 2 7 2023 Office of the Building Inspector q S Town Hall O Southold, N.Y. Zoning Board of Appeals PRE EXISTING CERTIFICATE OF OCCUPANCY No: Z- 33126 Date: 0.6/30,/08 THIS CERTIFIES that the building DWELLING AND ACCESSORIES Location Of Property 3375 INDIAN NECK LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 098 Block 0001 Lot 001.003 Subdivision . Filed Map No. Lot No. conforms substantially to the Requirements for a ONE FAMILY DWELLING built prior to APRIL• 9. 1957 pursuant to which CERTIFICATE OF OCCUPANCY NEMER S- 33126 dated JUNE 30., 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING AND FOUR ACCESSORY.BUILDINGS.* The certificate is issued to PHILIP R MARCO (OWNER) of the aforesaid building. SUFFOLK COUNW DEPARTKgNT OF HEALTH APPROVAL N/A Ffu['rRTCAL CERTIFICATE NO. N/A PLQNIDERS (:ERTIFIcaTION nATBD N/A *PLEASE SEE ATTACHED INSPECTION REPORT. uthored Signature Rev. 1/81 BUILDING DEPARTMENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT RECEIVE LOCATICK: 3375 INDIAN NECK LA PECONIC SEP 2 7 2023 S®IvTSIONN: HAP HO.: Lar (S) Tg 5 I Zoning Board of Appeals IB1N� OF ONBDDe (S): PHILIP R MARCO OCCUPASCY: SINGLE FAMILY PHILIP R MARCO ADNTTTED BY: ACCOMNPAMM BY: EEY AVA3LABLE: SUFF. CO. TAX NAP HO.: 98.-1-1.3 SOURCE OF REQUEST: CHARLES CUDDY, ATTY DATE: 06130/q8 DWELLING; TIM OF CONS72UTIOIi: WOOD FRAME # SIVRYES: 2.0 # EXITS: 2 FoamuAT.[ONN: CEMENT BLOCK BRICK, STONE CBfLAR: 1/2 CRAUL SPACE: 1/2 TarAL ROOKS: IST FLY.: 5 2RD PLR.: 3 3RD FLR.: 0 BATHROONN(S): 1.0 TOILET ROUN(S): 0.0 UT33a Y ROOMS): PORCH TYPE: DECE TYPE: PATIO TYPE: BREEZEWAY; FIREPLNZ: GARAGE: DOINS.STIC Bt717RLTER. YES TYPE REATER: PROPANE AIRRCR�iTIOH 1V: TYPE BEAT: OIL W3%RK AIR: X •BailQlTBR: OTEM: MUDROOM ACCESSORY STRUCTURES: DARAGH, TYPE OF CCEST.: STORAGE, TYPE CONLST.: 4 WOOD FRAME BUILDINGS SKIlIKENG FOOL: GUEST, TYPE OOl78P.: OTEUM VIOLATIONS: CHAPTER 45 N.Y. STATE UNIFORM FIRE PREVENTION & BUILDING CODE LOCATION i DESCRIPTION ART, SEC. OUTSIDE i 2 ACCESSORY BUILDINGS IN NEED OF REPAIR I � f i I RE1%liRX5: 330PBCTED BY: DATE OH MWAm rOR: 06117/0 GARY J Tim START: 10:15AM RED: 10:45AM SEP 2 7 2023 7_oni in Rnard s TOWN OF SOUTHOLD BUILDING DEPARTMENT SEP 2 7 2023 -` TOWN CLERK'S OFFICE c SOUTHOLD, NY ��o� , •�a°` Zoning Board of Appeals BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47570 Date: 3/18/2022 Permission is hereby granted to: Indian Neck IV LLC c/o Ernest Scalamandre 1350 Ave of Americas Ste 2300 New York, NY 10019 To: construct accessory barn as applied for. At premises located at: 3375 Indian Neck Ln, Peconic SCTM#473889 Sec/Block/Lot#98.4-1.3 Pursuant to application dated 11/18/2021 and approved by the Building Inspector. To expire on 3/1812023. Fees: ACCESSORY $829.60 CO-ACCESSORY BUILDING $50.00 Total: $879.60 f Building Inspector TOWN OF SOUTHOLD .:.. sofFoe.rc BUILDING DEPARTMENT RECEIVE® TOWN CLERKS OFFICE '';oy • fir '' SOUTHOLD, NY RECEIVE® BUILDING PERMIT SEP 2 7 2023 THIS PERMIT MUST BE KEPT ON THE PREMISES I ( Zoning Board of Appeals WITH ONE SET OF APPROVED PLANS AND SPECIFICA li.(_O_NS -----i UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48201 Date: 8124/2022 Permission is hereby granted to: Indian Neck IV LLC c/o Ernest Scalamandre - 1350 Ave of Americas Ste 2300 New York, NY 10019 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 3375 Indian Neck Ln., Peconic SCTM #473889 Sec/Block/Lot# 98.4-1.3 Pursuant to application dated 3/23/2022 and approved by the Building Inspector. To expire on 2/23/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $326.00 CO-ALTERATION TO DWELLING $50.00 Total: $376.00 Building Inspector REULIV Ev SEP 2""7 Z0Z3 AGRICULTURAL DATA STATEMENT Zoning Boardo APpeals ZONING BOARD OF APPEALS •• TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:AMP Architecture 2. Address of Applicant: PO Box 152, Mattituck, N.Y. 11952 3. Name of Land Owner(if other than Applicant): ERNEST SCALAMANDRE 4. Address of Land Owner: 1350 AVE OF AMERICAS STE 2300 NEW YORK, NY 10019 5. Description of Proposed Project: RECONSTRUCTION OF EXISTING SINGLE FAMILY HOME 6. Location of Property: (road and Tax map number)3375 Indian Neck Ln, Peconic NY 11958 SCTM 1000-98-1-1.3 7. Is the parcel within 500 feet of a farm operation? {X} Yes { } No 8. Is this parcel actively farmed? { } Yes {x} No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 2. _ LA L 3. - —2 LL (- 4. �(�-MG1 � TE I��(Yl�l f► �►� fj�►-�110 l tic n!-�� 5. 6. (Please use the back of this page if there are additional property owners) .J/L&d/Zc4_,162.t6&t 09 / 22 / 23 Signature,4f Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build RECEIVED SEP 2 7 2023 85-3-11.2 Appeals Zoning Board of App Raphael Vineyards ATTN:J. PetroceIIi PO Box 17 Peconic, NY 11958 86-5-14.4 HC NOFO LLC 817 Broadway Floor New York, NY 10003 98-1-2.1 & 27.1 Indian Neck LLC 1350 Avenue of Americas Suite 2300 New York, NY 10019 Page 1 of 1 617.20 Appendix B RECEIVED Short Environmental Assessment Form SEP 2 7 20231 Instructions for Completing 'f 1 Zoning Board of Appeals Part 1-Project Information. The applicant or project sponsor is responsible for the com letion-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 useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: INDIAN NECK FARM- GUEST HOUSE Project Location(describe,and attach a location map): 3375 Indian Neck Ln, Peconic NY 11958 Brief Description of Proposed Action: Proposed reconstruction of an existing dwelling. The footprint of the structure is not changing. The structure is existing, non conforming. Name of Applicant or Sponsor: Telephone: 516-214-0160 AMP Architecture E-Mail: APORTILLO@amparchitect.com Address: 3375 Indian Neck Lane City/PO: State: Zip Code: Peconic N.Y. 11958 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 X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: X SCHD- approval recieved 3.a.Total acreage of the site of the proposed action? 14.904 acres b.Total acreage to be physically disturbed? .03 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 147.9221 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑ Industrial ❑Commercial XResidential(suburban) ❑Forest XAgriculture XAquatic ❑ Other(specify): ❑Parkland Page 1 of 4 [— — RECEIVE r 'n5. Is the proposed action, JJ II NO YES N/A a.A permitted use under the zoning regulations? Zoning Board of App peals X b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? /� 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? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: T_ 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 XAgricultural/grasslands ❑Early mid-successional XWetland ❑Urban XSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES On site, but not within the proposed area of work. 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? XNO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NOXYES DRYWELL AND GUTTER SYSTEM INSTALLED TO CATCH STORM WATER DISCHARGE. Page 2 of 4 18.Does the proposed action include construction or other activities that result n the impoundment or O YES water or other liquids(e.g.retention pond,waste lagoon,dam)? SEP 2 7 2023 If Yes,explain purpose and size: v 7 na /� 19.Has the site of the proposed action or an adjoining property been the location o of n acTive o'r closed JNO YES solid waste management facility? If Yes,describe: v 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: v I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: AMP Architecture,Anthony Portillo Date: 9/22/23 Signature: � � d Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 RECEivi-D N ,or Moderate SEP 2 7 2023 sr all to large Tg��I i pact impact Zoning Board of Appe Ana may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 FRECEIVED SEP 2 7 2023 LIMITED LIABILITY COMPANY AGREEMENT OF Zoning Board of Appeals INDIAN NECK IV,LLC This Limited Liability Company Agreement (the "Agreement") of Indian Neck IV, LLC (the "Company") is entered into by Indian Neck Holdings, LLC as the sole initial member (the "Member"). The Member hereby forms a limited liability company pursuant to and in accordance with the Delaware Limited Liability Company Act, as amended from time to time (the "Act"), and hereby sets forth the rights, duties and obligations with respect to the Company as follows: 1. Name. The name of the limited liability company formed hereby is Indian Neck IV, LLC. 2. Purpose. The Company is formed for the object and purpose of, and the nature of the business to be conducted and promoted by the Company is, engaging in any lawful act or activity for which limited liability companies may be formed under the Act and engaging in any and all activities necessary or incidental to the foregoing. 3. Registered Office. The address of the registered office of the Company in the State of Delaware is 108 West 13th Street, Wilmington, DE 19801. 4. Registered Agent. The name and address of the registered agent for service of process on the Company in the State of Delaware is c/o Business Filings Incorporated, 108 West 13th Street, Wilmington, DE 19801. 5. Member. The name and business address of the sole initial member of the Company is Indian Neck Holdings, LLC at 1350 Avenue of the Americas, Suite 2300, New York, NY 10019. 6. Powers. The business and affairs of the Company shall be managed by the Member. The Member shall have the power to do any and all acts necessary or convenient to or in furtherance of the purposes described herein, including all powers, statutory or otherwise, granted by the Act to managers. 7. Capital Contribution. The Member is contributing, simultaneously with the execution of this Agreement, an initial capital contribution to the Company. The Member will enter into the books and records of the Company a record of Capital Contributions. In addition, Member ownership and issuance of a Membership interest will be set forth on Exhibit A attached hereto and made a part hereof. 8. Allocation of Profits and Losses. The profits and losses of the Company shall be allocated 100%to the Member. Indian Neck IV,LLC Limited Liability Company Operating Agreement Page 1 of 4 RECEIVED SEP 2 7 2023 ��51 Zoning Board of Appeals 9. Distributions. Distributions shall be made at such times and-in-such-am-ounts as the Member shall determine. 10. Additional Contributions. The Member is not required to make any additional capital contributions to the Company. 11. Dissolution. Except as hereinafter provided, the Company shall have perpetual existence. The Company shall dissolve, and its affairs shall be wound up, upon the first to occur of the following: (a) the written election of the Member to dissolve the Company, (b) the expulsion or bankruptcy of the Member, the resignation of the Member in accordance with Section 13 hereof or the occurrence of any other event which terminates the continued membership of the Member, unless within ninety(90) days after the occurrence of such an event, a personal representative of the Member agrees in writing to continue the Company and to admission of such personal representative or nominee or designee to the Company as a member, effective as of the occurrence of the event that terminated the membership of the Member, or(c) the entry of a decree of judicial dissolution under Section 18-802 of the Act. 12. Assignments. The Member may assign in whole or in part its interest in the Company. 13. Resignation. The Member may resign from the Company at any time. 14. Liability of Member. The Member shall not have any liability for the obligations or liabilities of the Company except to the extent provided in the Act. The Member shall not be obligated personally for any debt, obligation or liability of the Company solely by reason of being a member of the Company. 15. Governing Law. This Agreement shall be governed by, and construed and enforced under, the Act and the other laws of the State of Delaware. 16. Effective Time. This Agreement shall be effective upon the filing of articles of organization with the Delaware Secretary of State. IN WITNESS WHEREOF, the undersigned, intending to be legally bound hereby, has duly executed this Limited Liability Company Agreement as of March 6, 2018. [Remainder of page left blank] Indian Neck IV,LLC Limited Liability Company Operating Agreement Page 2 of 4 RECEIVE® SEP 272023 Zoning Board of Appeals INDIAN NECK IV,LLC _; By: Indian Neck Holdings, LLC its Managing Member By: Aurelian Farms, LLC its Managing Member By: AGR Master, LP its Managing Member By: Aurelian Capital GP, LLC its Ge e1r�al Partner By: " `�— Ernest Scalamandre its Managing Member Indian Neck IV,LLC Limited Liability Company Operating Agreement Page 3 of 4 RECEIVE® SEP 2 7 2023 �-s 0 Zoning Board of Appeals Board of Zoning Appeals Application i AUTHORIZATION (Where the Applicant is not the Owner) I, ERNEST SCALAMANDRE residing at 1350 AVE OF AMERICAS STE 2300 (Print property owner's name) (Mailing Address) NEW YORK,NY 10019 do hereby authorize (Agent) AMP Architecture (Anthony Portillo) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) QS+- 5C.? 12Aaye (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : ERNEST SCALAMANDRE (Last name,first name,middle initial,unless you are applying in the name of someone else o7Bo company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion ZoApproval of Plat Mooring Other(activity) Planning 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 NO 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) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)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 tt 2 Subml ed this d 0 Signature Print Name CYl3 e S+ �Ca 1 a M a IZd,/e AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME • Anthony Portillo (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) RECEIVED Tax grievance Building Permit Variance X Trustee Permit SEP 2 7 2023 Change of Zone Coastal ErosionSO Approval of Plat Mooring I �' Other(activity) Planning Zoning Board of Appeals 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 NO X 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) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)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 this 21 day of SL�eptt.�. ,2023 Signature .fgILy_�62zG�X,6 Print Name Anthony Portillo Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM SEP 2 7 2023 A. INSTRUCTIONS Zoning Board of Appeals 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 98 -1 -1.3 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. ® Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction, planning activity,agency regulation, land transaction) (b) Financial assistance(e.g.grant, loan, subsidy) (c) Permit,approval, license, certification: KA Linsi Nature and extent of action: Reconstruction of an existing, non conforming residential dwelling. RECEIVED Location Of action:3375 Indian Neck Ln, Peconic NY 11958 SEP 2 7 2023 Site acreage:14.904 Acres Present land use:Residential LZoning Board of Appeals Present zoning classification:R-80 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:AMP Architecture,Anthony Portillo (b) Mailing address: 10200 Main Rd unit 3A, Mattituck NY 11948 (c) Telephone number:Area Code( )631-603-9092 (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? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable The proposed reconstruction will maintian the community character preserve open space,make sufficient use of infrastructure,good use of the coastal location,and minimize adverse effects of development. 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 There are no historical or archeological resources on this property. 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 RECEIVED ® Yes []] No 0 Not Applicable .qFp 2021 The proposed work will not affect the visual quality or the protection of scenic resources. Q"-.,-A f A ria 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 E No 0 Not Applicable All proposed work will be built to the latest IRC and local town codes.All roof and gutter systems will be connectdrywells. to collect rainwater.A new IA OWTS System will be installed, as apposed to a traditional septic system. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria © Yes E No [:]Not Applicable All stormwater runoff created by the reconstruction will be controlled. 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 0 No R Not Applicable The proposed area of work is located before the wetlands, approx.566.6'. No construction will be occuring or inturrupting coastal fish and wildlife. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See L WRP SSecti on RD— Polic es Pages 32 through 34 for evaluation criteria. ® SEP 2 7 2023 ❑Yes No❑ Not Applicable �g�I The proposed work will not affect the air quality. Zoning Board of Appeals 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 All waste will be controlled. All construction debris will be disposed of properly. 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. ❑ YeD No R Not Applicable The private property has no public access or public spaces. 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 The proposed work will not affect the natural shoreline or water areas. r)Ci-r-71 V L Attach additional sheets if necessary I Zoning Bard of Appeals Policy 11. Promote sustainable use of living marine resources in Lo nd Sound; he Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The rainwater will be caught and controlled. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable The proposed work will not affect the agricultural lands. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Created on 5125105 11:20 AM AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (516)214-0160 Design + Build Facing East Toward the Right of Dwelling Facing Northeast Toward Side Yard Ds ` Ir - Facing East Toward Rear Yard Facing Southwest Toward Side Yard _...--- LZoning IVED g 5� rd of App eals Indian Neck Farm-Guest House Page 2 of 2 A M P Architecture Address:10200 Main Road,Uni MattittjrkNY-118 Phone:(516)214-0160 RECEIVED Design + Build SEP 2 7 2023 -�-55 Zoning Board of Appeals aim iiii r; r Facing West Toward Indian Neck Lane Facing North Toward Indian Neck Lane WWI, i Facing South Toward Indian Neck Lane Facing East Toward Front of Dwelling Facing South Toward Left of Dwelling Facing West Toward the Rearof Dwelling Indian Neck Farm- Guest House Page 1 of 2 RECEIVED SEP 2 7 2023 -�-s sl eats Zoning Board of App _ TOWN OF SOUTHOLD PROPERTY REGI OWNER STREET VILLAGE DISC. LOT FORMER OWNER`- \ P 4 M^'�a H / E ACR. _f. `":r;.F r /f 'Y A,, K 1 TYPE OF BUILDING RES. SEAS. VL. FARMo 'COMM, CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS -- < CJ Gr c - .� A.Lk r4 I �Ry/iutpv /Pa9v.tfAV' Er }r1', �rJb! -r ©a a M 4- Sao s-/ L1191 p9aa- Ktlll 4c Nl:xrc'czr 4 v%W. . _— `1 COND R — � QV _ ,C r "Il F A r Value Per Tiliobfe �1 < T?') 3 3 ,9 r- P-4' '14t7- !Deem) b a rrst 5r� 4A)l • _.� Tillable 2 j Fj v-L9_ ,`` q76-70 r/j rh v Tillable 3 Woodland u Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH ':BULKHEAD i Total i DOCK TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNER N E ACR. 'A S W TYPE OF BUILDING yk- ello RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4- o7- m 10- M n cop Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total ►r 1 s ; ■■■■ ■ ■ ■■■ ■ ■■■■MIN■■ ■ ■■ ■■ ME Moon ■■■■■■ ■©_ N■ ■■■■1100■ y., w • �£ 3 '} s 5 *fit 95 '_h t ■ ■■■ t �.r ■ • ■■■ ■■■■■!�■caunw1p■■ ■ I■■ ■■■■ ■■ ■■■■■■ ■Zr■■Q■1:■■ ■ i •■ ISRAM : ..�. ■■ ■■■■■■■ ■■■11■■■■ I �!� saw ■ ■■■■■■■■M■- ME • i i ■■ ■■ ■■■■■1100 ■■■ Floors ■ ■ ■ Bath •• • Fire • • • Type Roof Rooms I st Floor r Dr! eway ZBA CHECK FEES - 2023 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 9/25/2023 Dean Company LLC 7849 $1,750.00 1024 9/29/2023 9/25/2023 Wagner/Schweizer 7850 $750.00 1778 9/29/2023 9/27/2023 Indian Neck IV LLC 7851 $1,500.00 1046 9/29/2023 9/28/2023 Kelly/Gillespie 7852 $750.00 100631 9/29/2023 $4,750.00 F l RECEIVE® SEP 2 9 2023 Southold'Town Clerk Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEI.PT * * * Date: 09/29/23 Receipt#: 315536 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7849 $1,750.00 1 ZBA Application Fees 7850 $750.00 1 ZBA Application Fees 7851 $1,500.00 1 ZBA Application Fees 7852 $750.00 Total Paid: $4,750.00 Notes: Payment Type Amount Paid By CK#1046 $1,500.00 Aurelian Farms LLC CK#1778 $750.00 Jennifer Wagner& Nico Schweizer CK#1024 $1,750.00 The Dean Company LLC CK#100631 $750.00 Twomey, Latham Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Twomey, Latham 33 W Second St P O Box 9398 Riverhead, NY 11901 Clerk ID: JENNIFER Internal ID:7852 49 r 1000-86-4-3 � �• s,'t . 9.2' TO FRONT YARD DAM r 1000-86-5-2 1000-98-3-39 FROM FRONT YARD r — 1000-98-1-1.31 .9' FROMFRONT YARD 1 FROM ' • YARD • FRONT STOOP) I •l �T/I/ate r . , . � • 1i_ VIA 1000-86-4-3 • FRONT YARD ,. s1 � F ' • M r ) t 1 1000-86-5-2 1: • 111 • : • FROM FRONT , , D �'r 1000-98- 1- 1 .3 1 .9' FROM • • ARD AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build December 7th, 2023 RE: Guest House Z I 1 3375 Indian Neck Lane _ Peconic, NY 11958 uJ TO: Town Of Southold Zoning Board of Appeals • This is a historic home.The pre-co states that this home dates prior to 1957.Although, the framing of the home proves evidence of its initis construction dating back to the late 1800's. (See attached images on page 2 and 3) (\.- 11 t6s • There were no zoning codes when the house was being built. CPj • The home's 10.3' front yard setback is maintaining the community character. n 4114 • The footprint of the home was not modified,and the foundation was preserved. • There are no proposed additions. J • There are several nearby homes in the area that have a lesser than or equal to setback from their front yard. (See attached neighbor analysis) • There are several homes in the Town of Southold that have been approved for a front yard setback that is less than or equal to our requested 10.3' setback. 0 630 Strohson Road (SCTM 103-10-12)was approved for a 10' front yard setback. • The dwelling sits on a corner lot.The building department deemed the front yard the north side of the property.Although, if the building department considered the west side of the property the primary frontyard the requested relief would significantly decrease.This is because that dwelling is set back 373'off the west property line (current secondary frontyard). • We were not aware this was a reconstruction until we submitted the Post Approval Amendment.Taking over as the architect,there were structural issues that needed to be addressed. Due to this,the walls needed to be opened and at this time the design was reconsidered. AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build r i rs F ZI AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build / gyp R_ Ilk f' S� ► 1 i I V + f a J V/1 0 16 100a a-69 13-47e2-a 2 a a-42d Ob6442 b24 Icimf@southoldtownny.gov k AFFIDAVIT OF PUBLICATION �1 The Suffolk Times � l LEGAL NOTICE 4611 SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 7,2023 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold,the following"IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold, New York 11971-0959, on THURSDAY, DECEMBER 7,2023: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/ca lend ar.aspx. 10:00 A.M.- ROLAND GRANT, PRESIDENT OF SQUEST, INC.#7847: Request for Variances from Article XV, Section 280-62C;Article XV,Section 280-64B and 280-64C;and the Building Inspector's August 4,2023,Amended October 17,2023 Notice of Disapproval based on an application for a permit to demolish existing buildings and construct two public self-storage buildings(A& B),with building "A" creating an accessory apartment on the second floor and to maintain the existing 26.8 ft. by 37 ft.garage/storage building;at; 1) buildings'A and B' less than the code required minimum variable front yard setback of 70 feet; 2) buildings 'A and B' less than the code required minimum rear yard setback of 70 feet; 3)buildings'A and B', located in the HALO Zone, more than the permitted 60 linear of frontage on one street;4) building'A' proposing a non- permitted accessory apartment use; 5)garage/storage less than the code required minimum front yard setback of 100 feet;6)garage/storage less than the code required minimum side yard setback of 20 feet; located at: 800 Horton Lane, Southold, NY.SCTM#1000-63-1-9. 10:10 A.M.- DEAN COMPANY, LLC.#7849: Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's August 21, 2023, Notice of Disapproval based on an application for a permit to construct a front porch and legalize an "as-built" rear deck attached to an existing single family dwelling; at; 1) proposed construction less than the code required minimum front yard setback of 40 feet; 2) 'as built'deck less than the code required minimum rear yard setback of 50 feet; located at 180 Teepee Trail, Southold, NY.SCTM#1000-87-2-20. 10:20 A.M.-MICHAEL V. LIEGEY#7846: (Adjourned from November 2,2023) Request for a Variance from Article III,Section 280-15 and the SOUTHOLD TOWN BD OF APPLS 2 r . 016100aa-6913-47e2-a2aa-42d0b6442b24 I(imf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times \ Building Inspector's September 16, 2023, Notice of Disapproval based on an application for a permit to construct an accessory garage; at; 1) 1 located in other than the code required rear yard; located at: 105 Town Creek Lane,Southold, NY. b SCTM#1000-64-1-9.1. 10:30 A.M.-INDIAN NECK IV, LLC#7851-Request for a Variance from Article III,Section 280-14;and the Building Inspector's September 8,2023, Amended September 21, 2023, Notice of Disapproval based on an application to legalize an "as built" demolition (as per Town Code definition, and reconstruct a single family dwelling; 1) less than the code required minimum front yard setback of 60 feet; located at:3375 Indian Neck Lane, Peconic, NY.SCTM#1000-98-1-1.3. 10:40 A.M.-KEVIN KELLY AND BRIGID GILLESPIE#7852-Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's August 9,2023, Notice of Disapproval based on an application for a permit to reconstruct a front porch attached to a single family dwelling; at; 1) located less than the code required minimum front yard setback of 35 feet; located at:295 Fanning Road, New Suffolk, NY. SCTM#1000-117-4-10 10:50 A.M.-JOHN FORNI#7855- Request for a Variance from Article III, Section 280-15 and the Building Inspector's September 27,2023, Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool, at; 1) located in other than the code permitted rear yard; located at 2240 Bay Shore Road,Greenport, NY.SCTM#1000-53-4-26.1. 11:00 A.M.-PABLO LEON#7853 -Request for a Variance from Article XXII,Section 280-116A(1) and the Building Inspector's September 20, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required 100 feet from the top of the bluff; located at: 1400 Salt Marsh Lane (adj.to the Long Island Sound), Peconic, NY.SCTM#1000-68-3-2. 11:10 A.M.-FISHERS ISLAND SCHOOL DISTRICT/FERRY VIEW LLC#7854-Request for Variances from Article III,Section 280-14;Article XXII, Section 280-116A(1); and the Building Inspector's August 11, 2023, Notice of Disapproval based on an application for a permit to construct a single family dwelling and an accessory garage, at; 1)dwelling is located less than the code required minimum front yard setback of 60 feet; 2) dwelling is located less than the code required 100 feet from the top of the bluff; 3)garage is located in other than the code permitted rear yard; located at Reservoir Road, (Adj.to Fishers Island Sound) Fishers Island, NY. SCTM#1000-9-8-1. 1:00 P.M.-411 EQUESTRIAN AVENUE, LLC#7856- Request for Variances from Article X,Section 280- 45C(2)(f);Article X, Section 280-46; and the Building Inspector's September 13, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing commercial building(inclusive of expanding a second floor accessory apartment),at; 1) less than the code required minimum front yard setback of 15 feet; 2) less than the code required minimum side yard setback of 10 feet; 3) less than the code required minimum combined side SOUTHOLD TOWN BD OF APPLS 3 t 016100aa-6913-47e2-a2aa-42dOb6442b24 I(imf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times yard setback of 25 feet;4) more than the code permitted maximum lot coverage of 40%;5) apartment comprises more than 50%of the principal building; located at 411 Equestrian Avenue, Fishers Island, NY.SCTM#1000-9-4-3. 1:10 P.M.-FISHERS ISLAND UNION CHAPEL#7857: Request for a Variance from Article III,Section 280- 14 and the Building Inspector's August 25, 2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling (parsonage); at; 1) less than the code required minimum front yard setback of 60 feet; located at Crescent Avenue, Fishers Island, NY. SCTM#1000-9-2-12.1. 1:20 P.M.-1000 SOUNDBEACH DR., LLC#7858-Request for Variances from Article III,Section 280-15 and the Building Inspector's August 31, 2023, Notice of Disapproval based on an application for a permit to construct an accessory garage,at; 1) located in other than the code permitted rear.yard;2) more than the code permitted maximum lot coverage of 20%; located at 1000 Sound Beach Drive, (Adj.to Long Island Sound) Mattituck, NY.SCTM#1000-99-1-5.1. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/webli nk/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email: Icimf@southoldtownny.gov. Dated: November 16, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) P.O. Box 1179,Southold, NY 11971-0959 SOUTHOLD TOWN BD OF APPLS 4 016100aa-6913-47e2-a2aa-42dOb6442b24 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times �/ 1 State of New York, County of,Suffolk, V The undersigned is the authorized designee of The Suffolk Times, a Weekly Newspaper published in Suffolk County, New York. I certify that the public notice, a printed copy of which is attached hereto, was printed and published in this newspaper on the following dates: November 30,2023 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this'county,and as such, is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 01 day of December 2023 Notary Signature AS STATE OF NEW YORK --- 1 = i NOTAR_ Y PUBIC N \ Qualillod In Albany Counly 1 N Notary Public Stamp C 01RE6398443 i o ONIEXPO\\`` SOUTHOLD TOWN BD OF APPLS 1 BOARD MEMBERS rjF soy -Southold Town Hall Leslie Kanes Weisman, Chairperson O�� Ty�l 53095 Main Road•P.O. Box 1179 Patricia Acampora h O Southold,NY 1197170959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas PlanamentoOld �Q 54375 Main Road(at Youngs Avenue) Couffm Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 7, 2023 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY. DECEMBER 7, 2023: 10:30 A.M. - INDIAN NECK IV. LLC #7851 - Request for a Variance from Article III, Section 280-14; and the Building Inspector's 'September 8, 2023, Amended September 21, 2023, Notice of Disapproval based on an application to legalize as built demolition (as per Town Code definition, and reconstruct a single family dwelling; 1) less than the code required minimum front yard setback of 60 feet; located at: 3375 Indian Neck Lane, Peconic, NY. SCTM#1000-98-1-1.3 The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Link:http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: November 16, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 0-Min Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 a Fle� Town Hall Annex, 54375 NYS Route 25 < P.O.Box 1179 tA !xz Southold,New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: November 6, 2023 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; Pursuant to the New York State Governor's announcement lifting many COVID-19 restrictions, the Town will now resume IN-PERSON meetings that are open to the public. For those who wish to attend the meeting virtually, for health and safety reasons,we will continue via Zoom Webinar, as well. Therefore, the December 7, 2023 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare for the ZBA public hearing which includes: ;PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than November 2e1623. To avoid weather damage to Your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. ZG` 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by November A 2023, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. Instructions for ZBA Public Hearing A ! 1 Page 2 V0 `s MAILING INSTRUCTIONS: Please send by USPS Certified Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by November A 2023.2,0 a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtowymy.gov or elizabeth.sakarellos(2town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http:H24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenterNiew/9694/TentativeRo112023 IMPORTANT INSTRUCTIONS: Scan and email .the USPS mailing ;receipts, green signature cards and affidavits to kimf(a),southoldtownny.gov, and ** PROMPTLY USPS MAIL** the ORIGINALS to the Town of Southold, ZBA,.P.O. Boz 1179, Southold, NY .11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant i Westermann, Donna From: Westermann, Donna \ Sent: Tuesday, October 31, 2023 2:31 PM Cc: Sakarellos, Elizabeth Subject: Public Hearing December 7, 2023 - Instruction letter Importance: High Good afternoon, It has come to our attention that the instruction letter date(s)for mailings and positing of sign are incorrect. Posting should be done by November 20,2023. Affidavits of Mailing and Posting completed, notarized and returned to our office with the mailing receipts and green cards by November 29, 2023. Mailings to be done by November 20, 2023. We apologize for the error, and appreciate your assistance. Thank you, Donna DOIn.a0 westernQ vuvu ZOIA,L'K,g 1�5001rd Of AppW Ls 4--=--- - ToWvL Of soutkOL01 z P.O. P:-Ox SOutkOL01, N°( A I v - I i 1 �Laserfiche Instructions for -Zoning pp Board of Appeals Records �rTOWN or P+1 SOUTHOLD YoRr Srarcn Q Govcrnmen 5erv€cas isitin HacvUoI.. '..rt 7 m. ' 14 n - A �.i %, ole �h:: -<''ir ::j• .�..,. oToivnReenidsi- Foirni% k% 140 hIe® M :i' AgEiit�iiifi: 'T. Unlin„P?3in.rt i a o re' ,i�;G' ''Eisit'�' ¢vtir.bills":�•=-eIVeLNnk,Taur6dic.� rFa'�'�s%<"`Iiciii6ni',� $ry.,•,v/!`��/` .Sb!?.P= cerci ..C3%�iiniiies�•;, YWY}, .t?? k!P. y,.�...��:.�=,' ..:nnd£rrni`ien.i'•_ -....,._..,.....,w�Z,c..n:....iik:.::a�~.�.��:..."_:,..mi,.r"`.�:�:tv«'s�dnlmo�' -•- -- r_�.u,...r......v ",;,i:9 Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserftche MbLink uyw=aurk•' ip: ntwm rnCM acme Browse Searcn To—Of5outhold ftecoun Name ... [ TownOfSouchold ^�Town Clerk z Entry Properties Town Historlan Path n Trustees T-OrXIitYild u ZoninBaard Of APPe21i(Z6A7 Creation date 515X7.!t 7:52:;7 AM Page 2 cf 2 'rirsi « ..� 29 Entries Last modified 171✓2Ct 7$i)G:2";AM 2 Metadata Mewat.a assiLvr J 0.v..nr. nn.arwve`r cwwwr_..v ,.w1.�cj,�.rte.ae rv..�..m�aa Above: -The second of two pages you will find"Zoning Board of Appeals(ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. J Laserfiche Instructions 1 ZBA Files Page 2 Laserfiche Weblink NVWC*unk 1 nro 1 Atot slgnout Home Browse Search IcwnOtSouthofd>Zoning Board of Appeals(ZaN Zoning Board of Appeals Name Page count (ZBA) w�Alphabetcal Inde, A Entry Properties I Board Acncnz tasediche Search Guides PathPath \ '•-Meeting schedules Of5Outrnh7¢onin8 Boar \.lam of Appeals(ZBA) Minuwwft ndaskegal Not—dHeanngs Creation date `I Pending to 02001 12:7ICE.PN L1 Rep— Last modified 52320171::07:14AM Ca Spedal Erent Permits Iia Trammg Requirements ZBA Officials 2 Melddata ZBA Policies Nom21.:d.9taa Xlyd Exceohons List Code 280-ICC(3) Jurisdiction Listing -,�ZBA Bock of Mapped 1977 Nutting Lots 789 mnJtmhh/pap•unesrathes2 lE:l Bulk stheduies 5 Agreements.Contrans&Leases par,I of 1 ' 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WebUnk Mr'%lebLnk i w,o Abo,t:Signa[ Home Browse Search Ta,O(Soumo'o>Zoring Board of appeals I.BA!>Board Action Board Action Name Page count remptete name - - -;1957-1979 R Entry Properties .�1950-1999 Path TOw:�C(St:usvlClZ�t:I":g Bovid of Ahpt:als;ZEA;IBta:rd A:.':GtYi L'?2001 Creation date n 2002 %1110/.w.112:2"SSrM .�2003 Last modified in 2004 312&2017 2005 Metadata i�f 2006 ":O metadar3 dS4gned '.'v 2007 2008 2009 ._....__....._._.� ;:e 2010 B RaWh I NNpePr^"-neUses2 I _,:011 u 2012 2013 F�2014 ;7 2015 E 2016 �}2017 Pending .•w.halthfinemmRia+.'th�'pap•s.•nmaUta2 Gar..,,.{1 ..r_.,i� Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBAFiles Page 3 2017 7 soaM>m<ns A E.Vftip— 6-s ::7 Bo P.M &937 93 '4- 8—al Creddonddte 11 71 Eaard Acnone lass modified i16 It ro!s a7 a.- Board more . -a —d is 5'1 ii—al ANas s, sa 8—d aaaM —0 so —d AM- 1]021 -d 71 Us as .2is 93 0-6 Mlnm e2, ad ii_r Nom 7.22: as Board Board Above: See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink hi Home Browse search CtirL.—e Sca,dh J Sort results by: Relevance Records Management- ,earch 7()16 Raw risme Board Action,-83 oage(S) Ch...field Page count:83 Template name:Board Actions Page 3...:Cohr.and Kristen Cashel PROPERTY LOCATION:162 Waver Shingle Hill,Fisher �age_� 19.2017_-7016.Cashel SCTM No.1000-9-1-26 minimus approval to rema ?a,,5...y 19,2017 9701 6,Cashel SCTM No.1000-9-1-26 GRANT,the variances as... S—h terms :age 9 COUN&KRISTEN CASH EL SECTION 009 BLOC_ age 20 Thomas Ahig,en(Cashet),PO Box 342 Fishers Isfand.NY Show more information 7018 Board Actions-56 page(s) Page count:56 Template name:Board Actions up3g Is..9'30 YM;CQL1N­Wl ANn v-.......d.,A-1,1H C,mnn ANN -'age 448_ance(s)<R15TEN CASHEL97016 Request proposed trellis located in other tha Show more Information Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111--l-1. n a+ Laserfiche Instructions ` ZBA Files I Page 4 Laserfic .. ......... Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notli eslHeatings Minutes/Agendas/Legal Name Page count TemFWte nime. Notices/Hearings J 1957-1979 2 Entry Properties uj 1980-1999 .,...._....._......_.-.1.....__., _ _. 2000.2009 Path %,LL1 2010 TownOY�outhotd'ZGr111¢f•0ar+? of App Is ,l",i 2011 {ZBA)v.+;nuteu/AgendavLegat rD 2012 NCIISC'.4 Hl'aring.5 Creation date n 2013 71'020012:57;=0 PM tn2014 Last modified 1.7 20+5 n 2016 s matada[a =2017 No rteradata assigned Page 1 of 1 11 Enti .«.+... .:aM.ce..,a a>wfa.x.wro r e•srasa:sta:.=.sem.•r..�,a.ew Above: Also, Minutes,Agendas,and Hearing Transcripts can be viewed. Laserfiche WebLink _y,113 r.+y webuni,! Nelp l Aoa,c Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notices/Heanngs>2017 2017 Name Page count Template name, ZBA-01/05/2017 z Entry Properties ZBA-01%05/2017 Agenda a Path ZBA 01:05;2017-fearing 40 j MWnC;fSoutr,olalZonfnK_Board of Appeals ZBA-01/05/2017 LN 3 (ZBA7\MmuLeVAgen0aS1L•"sal )ZBA-01/192017 2 No0ce5/Flean ngs\2U 1 7 ZBA-01/19/2017 Agenda - Creatlon date 12/16/2016 2:15:1 a PM Z3A-02/02/2017 7 Last modified }ZBA-07102/2017 Agenda a 6/19/7017 n_93:59 P.M ZBA-02/02/2017 Hearing 45 2 y Metadata ZBA-02/022017 LN 3 f •� No metaUala essfgnOU ZBA-02/16/2017 Agenda 3 ZBA-02:16/2017 SpeGal 3 -11 ZBA-03102/2017 7 _edwe&Rezultz mVnealih/pap-zmearNUze52 I ZBA-03/0212017 Agenda a ZBA-03/0272017 Hearing 65 ZBA-031022017 LN 3 ,]Z13A-03/1612017 Agenda 3 ZBA-03116/2017 Special 3 ZSAHW062017 5 ZBA-04106/2017 Agenda a ZBA-0x1062017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. " ie following application will be heard by the Southold Town E yard of Appeals at Town Nall , 53095 Main Road, Southold: " ie application will also be available VIA ZOOM WEBINARM F 3Ilow Iinkmhttp://southoldtownny.gov/caIendar . 'AME : INDIAN NECK IV, LLC #7851 %-'F' CTM #mN 1000-98- 1 - 1 . 3 ARIANCEE. YARD SETBACK r,EQUESTm LEGALIZE AS BUILT DEMOLITION (AS PER TOWN CODE DEFINITION ) AND RECONSTRUCT A SINGLE FAMILY DWELLING DATE : THURS . DEC. 7 , 2023 10:30 AM You may review the file(s) on the town's website under Town RecordslWeblink: ZBAIBoard Actions/Pending. ZBA Office Telephone (631-) 765-1809 T/2 edo t z Ta, -..nor• 31 �a�ad�a�r� � cut(,vre �I� 4 Environment East, Inc. [ 2885 Indian Neck Lane P.O. Box 197 Peconic,New York 11958-0197 631-734-7474 Fax: 631-734-5812 Received DEC 012023 Zoning Board of Appeals November 28, 2023 Zoning Board of Appeals P O Box 1179 Southold, NY 11971 RE File#7851 To whom it may concern: I have owned the adjacent property for over 45 years and go by the house daily. I have no problem with granting the variance for the front yard setback since it keeps the house in character wi5r " orhood. Sincerely, Peter Stoute n TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. 5reuc A NecL i Y,LL( - SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS -�Zn&aQ Nt k vel , LLC_ (Name of Applicant/Owner) �i3-1� Lc,c �c�n N�cl� Lr�m, pec nri�r SCTM No. 1000- Ck' (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, (X)Agent residing at 1 C)QQQ M®jn Vn a, ma±Ai}uck New York, being duly sworn, deposes and says that: On the 20th_day of N0 4e b-,r _, 2023, I personally mailed at the United States Post Office inNew York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or i vehicular right-of-way of record, surrounding the applicant's property. gn re) Sworn to before}tee this IV Q(I �0� 20 0� BARBARA H.TANGY day of Notary Public,State Of Now York No. OITA6086001 Qualifled In Suffolk County Commission Expires0 (Notary Public) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. 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V ❑Adult Signature Restricted Delivery$ Adult Signature Restricted Delivery$ ,7 f+: ,,,��' +�� • 11-..r9 O� I -• �,, Q t Postage ' ? t Postage ,�`'-d; ,,.'�'4•;•''' 1 E l i • ra X1.1,911 n. ,(,t $ $ Iv Total Postage and Fees `'1L '7J:9/;,ry 1'?d � f1J Total Postage and Fees ,ulles,•vii ru Sent To ru Sent To r Iv 288_ Ii,�licr�_1�1�c __Lam_Ll.C--------=--------------- Q _ StreetaniiAptNo.,orPbBox No. Street and Apt.No.,orP Box No. �y 2��� 90 �Ql --------------------------------------------------- 4 Ciry Stafe, City,State, :,e e e e eee•e• - :.e 1 e e eee A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build TM . , 98-1-27.1 m GERT 1 MA ILIo RECEI PT Indian Neck I LLC � °Orriestid Ma ° 1350 Ave of Americas Ste 2300 coPee For •* t� •M fT1 New York � NY 10019 ru Certified Mail Fee f2_,� ru `r.a r !" !.l9t I-3 $ �, ( Extra Services&Fees(check box,add tee dab phare) f� / , 98-1-5.4 i rU ❑Return Receipt(hardcopy) $ 1( 111 h `a ,!!�� -' i r ❑Return Receipt(electronic) $ t0 !f!i.-� ` (^''POS mark t Marco PR Revoc Trt& Marco PP Revoc Trt o ❑CertifledMall Restricted Delivery $ �t�r�;Trr �(( D ❑Adult Signature Required PO Box 383 ❑Adult Signature Restricted Delivery$ ' Peconic, NY 11958 rq Postage $1). ° rTotal Postage and Fees 1I/20/2jj23,�, 98-2-2.1 fru Sent To Marco Sacchi &Sandra Scott o ti� «'PR = c _ :f _Y�_A�g Cl_Ss_�___________________ I r%- Street and Apt. o.,or POaBox Afo. 19 Greenview Ave p9__3S1X_i8�----- City,State,ZIP+4® Princeton, NJ 08542 INN IA 59 r r r r r ,r,•,. 98-3-2.1 Post'a'l Service T11 Douglas A. & Maryann Moran j ` ° 95 Arrowhead Ln i a D' Wa Orily Peconic, NY 11958 Iro M rU Certified Mail Fee 4.35 � •°`: � � 98-3-39 ti $ ;, C� o° �i� 09 ,,2" Extra Services&Fees(checkbox,add tee Mach3 LLC ❑Return Receipt(hardcopy) $ =r_,_ i t° 30 Smith Rd ❑Return Receipt(electronic) $ !klloiJlj 410,kl tmark P,rk Q ❑Certified Mall Restricted Delivery $ $0 u��h l�re ~ h. 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HC NOFO LLC U.S. Postal 817 Broadway, FI 4 ® o New York, NY 10003 m ° ° � I oily CID 98-1-2.1 i•4 �1945vj f71 t i n.l i.,i Y k. j Indian Neck IV LLC certified Mail Fee ' c/o Ernest Scalamandre Extra Services&Fees(checkbox,addras sptsgNate) 1t" ru ❑Return Receipt(hardcopy) $ �i I 1,111 I d' / 1350 Ave of Americas,Ste 2300 0 ❑Return Receipt(eiectronic) $ !i (i-1 iiw f�ssmark "P O ❑Certified Mail Restricted Delivery $_ n -<i Adult Si ea! �— New York, NY 10019 0 ❑Adult Signature RestdctedDelivery$ fi'f1-1 �8120- C3 Postage r� $-0.9t j nu Total Postage and Fees rU Sent To o __ LSf,__MCC� __�IGL4t�_________________ Street andApt.No or PO Box No. 5135_a __t4e'k City,State,ZlP+4®---- ---a------------------------------------- :.r r r r rrr•r• � �� U� � ��� '4���U �� xdd��1��Mainn�d.unit3�pnB�1c�M,��uckwvns� ~ ~ ~ ~ ~ Architecture || Phone:(631)603-9092 Design + Build Indian Neck N/LLC Zoning Board Hearing#781 co =I- , Domestic MJil Only 3375 Indian Neck Lane, Paconic, NY ,-q SCTKH: 1@00-98'1-1.3 i | ''' ru Certified Mail Fee ru C3 86-S-14'2 Return Receipt(hardeopy) $ ru 3QDSIndian Neck LnLLC cz 0 Return Receipt(electronic) $ til Postrr[3 Certified Mail Restricted Delivery $ <90 Here o POBox 197 cz Ej Adult Signature Required $ E]Adult Signature Restricted Delivery$ Peconic, NY119S8 cZI Postage | /" 98-1-l.4 / I u Sent To Lisa Oku|a & Robert DeFrese m / o S323Indian Neck Ln ----------------------------------------------- r- Peconic, NY11SS8 City,State,ZIPW 98-1-1.2 U.S. Postal Sery i T_ Javier Fernandez& Lisa Marie McKeon Er S13SIndian Neck Ln cz Domestic Mail-Only ' nu Peuonic, NY119SQ =u Pr ijicet on vMj-i 0181541 T' P m 98-1-2'14 ru Certified Mail Fee $yt.35 095:t4\_ / Barbara1Cohen ^~ Extra Services&Fees(check box,add fee$9 IVOV202 �18 1 / ru POBox 391 | cz E]Return Receipt(electronic) s Postmark- [=IHere Peconk� NY11958 ' cz E]Adult Signature Required $ ' E]Adult Signature Restricted Delivery$ cz Postage ' 98-1-2.8 | ru Tg ,9t,tage and Fees North Haven Trust � ) | Attn:Anthony Sages / ru / cz 9� � h��A� DD � � New York, NY10031 90-1-2'2 U.S. Postal Service-11. 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' Postage $ ru jtage and Fees ru $ ru S"t Tf C3 ---�'Q' -0 r%- �Nreistand ----Mar -')------------ 7------- ---Ln------------------ State,ziP+a® ----------------------- ------------------ SENDEMSOMPLEAW • •MPLETEXHIS SE�TION ON DELIVEPY ■ Complete items 1,2,and 3. A. i ature T■ Print your name and address on the reverse X �❑Agent so that we can return the card to you. ❑Addressed. ■ Attach this card to the back of the mailpiece, B. Recei (P am Date of Delivery' or on the front if space permits. 1. Article Addressed to: D. Is eliv ry ddress "fferent from item 1? es enter f ES delivery address below: ❑ No 30 Srr1,fh 90 1�eCon I�,til 115 V/ 3. Service Type ❑Priority Mail Express,P. it I illlil IIII Iii I II() IIII ill llilll III III III ❑Adult Signature ❑Registered MaiITM El Adult Signature Restricted Delivery [I Registered Mail Restrictea ElCertified Mail® Delivery 9590 9402 7156 1251 8957 54 El Certified Mail Restricted Delivery E3 Signature ConfirmationTM, ❑Collect on Delivery ❑Signature Confirmation 2. Article;Number(Transfer from service'/abeD•_. _. " ❑Go eon Delivery ,Restricted Delivery Restricted Delivery a ,-. "x' rAaii' t l 0 2 2 2 413 0 3 0 2 0 2 2 3 8241 Mail Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domesticj3eturn Receipi F • • 'COMPLETE • • DELIVERY ■. Complete items 1,2,and.3. A gnatUR ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee f ■ Attach this card to the back of the mailpiece, B• Racey(Pdnta e) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D• Is delivery address different from item 1? ❑Yes Tali'e4 `err�w,C��Z I.�cSG MGn L G1:40r� If YES,enter delivery address below: El No i 5135 Tnd;an 'Neck Ln aecon'C-, N y 1195$ II 1111111 IIII III I II II I IIII I III IIII Ili III I II III 3. Service Type ❑Priority Mail Express® ❑Adult Signature El Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ Delivery 9590 9402 7156 1251 8956 62 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery -; -; 7022 2 413 0002 3223 8131 til Restricted Delivery' PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt • THIS,�SiFCTION COMPLETE THIS SECTION ON DELIVE�Y ■ Complete items 1,2,and 3. X MR ,`t`'Si n re■ Print your name and address on the reverse so that we can return the card to you. Addressee B. Received by(Printed ame) C. Date of Delivery ■ Attach this card to the back of the mailpiece, � or on the front if space permits. © D n 1. Article Addressed to: D• Is delive ress different from item 1? ❑Ye �0�51aS A• �May ann Mpt-�n If YES,enter delivery address below: [IN � 1 C15 A"ca..lread Ln 4 Pecori�c , NN 1RD V I l it 3. Service Type ❑Priority Mail Express@ 1111111 IIII lil I II II I IIII I III 111111 IIII II I III 11 Adult Signature ❑Registered MaiITM 11 Adult Signature Restricted Delivery ❑Registered Mail Restricted t ❑Certified Mail@ Delivery 9590 9402 7156 1251 8957 47 El Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Numbef(Transfer from, label) El Collect on Delivery Restricted Delivery Restricted Delivery ?022 2 410 0 3 0 2 0 2 2 3' 8 216 p�il Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 ''}`j,{.,, Dprrtetic:Return Receipt- 12/6/23, 1:31 PM USPS.com®-USPS Tracking®Results USPS Tracking' FAQs > �r Tracking Number: Remove X 70222410000202233155 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was delivered to the front desk, reception area, or mail room at 8:59 am on November 22, 2023 in NEW YORK, NY 10021. Get More Out of USPS Tracking: CD CD USPS Tracking Plus® v n 1 7- Delivered Delivered, Front Desk/Reception/Mail Room NEW YORK, NY 10021 November 22, 2023, 8:59 am See All Tracking History What Do USPS Tracking Statuses mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=full page&tLc=2&text28777=&tLabels=70222410000202238155%2C 1/2 12/6/23, 1:32 PM USPS.com®-USPS Tracking®Results i USPS Tracking' FAQs ' Tracking Number: Remove X 70222410000202233143 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) q Latest Update Your item was picked up at the post office at 3:37 pm on December 1, 2023 in PECONIC, NY 11958. a• r Get More Out of USPS Tracking: 4 USPS Tracking Plus® CD :z v Delivered Delivered, Individual Picked Up at Post Office PECONIC, NY 11958 December 1, 2023, 3:37 pm See All Tracking History What Do USPS Trackir*rj--4z*-nfr,L®ooL%�,, rb�����. ,. ...�i...�:�onn�---T SEN' DERCOMPLETE TfflS SECTION COMPLETE TPIS SECTION ON DELIVERY Text & Email Upda ■ Complete;items 1,2,and 3. A. Si nature E3 Agent / ■ Print your name and address on the reverse x so that we can return the card to you: ❑Addressee ■ Attach this card to the back of the mailpiece, B. Receiv y(Printed Name) C.Date of Delivery or on the front if space permits. USPS Tracking PIS 1 Article Addr&ssedto: D. Is delivery address different from item 1? 13 Yes If YES,enter delivery address below: ❑No `I &"C-baro. T, Cohen Product Informatii 1P Qo)x 3ci 1 Pecon'\c, NN 3: Service Type ❑Priority Mail Express® II I�Illil IIII I'I II II I IIII I III IIII III lIII I I III El Adult Signature ❑Registered Mail R ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified WHO Delivery Track Another Package 9590 9402 7156 1251 8956 79 11 Certified Mail RestrictedDeliyery. ❑Signature ConfirmatlonTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ___ __ 0-insur6d Mail Enter trackingor barcoc :` F' "'�,'i ; i i fail Restricted Delivery 7022 247,0 000`2 0223 .8148 ,0l PS Form S8-1-1—,july 2020 PSN 7530-02-000-9053 Domestic Return Receipt https://tools.usps.com/go[TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238148%2C 1/2 12/6/23, 1:33 PM USPS.com@-USPS Tracking®Results _ USPS Tracking° FAQs > Tracking Number: c7�%U. Remove X 70222410000202233209 Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update The customer has requested that the Postal Service redeliver this item on November 28, 2023 in PRINCETON, NJ 08542. Get More Out of USPS Tracking: m CD co USPS Tracking Plus° v Processing at Destination r Redelivery Scheduled PRINCETON, NJ 08542 November 27, 2023 f Available for Pickup PALMER SQUARE 259 NASSAU ST STE 2 PRINCETON NJ 08542-4609 M-F 0800-1630; SAT 0800-1400 November 25, 2023, 12:32 pm Notice Left (No Authorized Recipient Available) PRINCETON, NJ 08542 November 24, 2023, 5:30 pm Departed USPS Regional Facility TRENTON NJ DISTRIBUTION CENTER November 23, 2023, 12:24 pm Arrived at USPS Regional Destination Facility TRENTON NJ DISTRIBUTION CENTER https://tools.usps.com/gotTrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238209%2C 1/3 12/6/23, 1:33 PM USPS.com®-USPS Traf�in,,90 Results November 22, 2023, 1'. ' PM In Transit to Next Facility November 22, 2023 Arrived at USPS Regional Origin Facility MID NY DISTRIBUTION CENTER ` November 20, 2023, 11:21 pm Departed Post Office MATTITUCK, NY 11952 November 20, 2023, 5:05 pm USPS in possession of item MATTITUCK, NY 11952 November 20, 2023, 1:18 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go[TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238209%2C 2/3 12/6/23, 1:33 PM USPS.com®-USPS Tracking®Results USPS Tracking® _ FAQs > Tracking Number: Remove X 70222410000202238162 �� Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update This is a reminder to arrange for redelivery of your item or your item will be returned to sender. Get More Out of USPS Tracking: USPS Tracking Plus° m CL Cr v Delivery Attempt ® Reminder to Schedule Redelivery of your item �! November 27, 2023 ti I Notice Left(No Authorized Recipient Available) PECONIC, NY 11958 November 22, 2023, 4:35 pm In Transit to Next Facility November 21, 2023 Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER November 20, 2023, 11:37 pm Departed Post Office MATTITUCK, NY 11952 November 20, 2023, 5:05 pm USPS in possession of item MATTITUCK, NY 11952 https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238162%2C 1/2 12/6/23, 1:33 PM USPS.com®-USPS TrPr4ingO Results November 20, 2023, 1 Dm Hide Tracking HistoryZ� What ®o USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® �� u Product Information u See Less n Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fuIIpage&tLc=2&text28777=&tLabels=70222410000202238162%2C 2/2 12/6/23, 1:36 PM USPS.com®-USPS Tracking®Results i USPS Tracking FAQs > Tracking Number: � �, I Remove X 70222410000202238124 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. Get More Out of USPS Tracking: m CD USPS Tracking Plus® n f Delivered U I Out for Delivery i! L fPreparing for Delivery it Moving Through Network In Transit to Next Facility, Arriving Late November 25, 2023 �l Departed USPS Regional Facility MID NY DISTRIBUTION CENTER November 21, 2023, 7:46 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER November 20, 2023, 11:36 pm Departed Post Office MATTITUCK, NY 11952 November 20, 2023, 5:05 pm https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000202238124%2C 1/2 1 12/6/23, 1:36 PM USPS.com®-USPS Trz^1,1^q®Results USPS in possession c' .hm MATTITUCK, NY 11952 November 20, 2023, 1:12 pm k,{,(,� L Hide Tracking History What®o USPS'Wracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates \ u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https:Htools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238124%2C 2/2 12/6/23, 1:36 PM USPS.com®-USPS Tracking®Results USPS Tracking FAQs > Tracking Number: Remove X 70222410000202233254 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 9:42 am on December 1, 2023 in CUTCHOGUE, NY 11935. Get More Out of USPS Tracking: m USPS Tracking Plus® n Iv Delivered Delivered, Individual Picked Up at Post Office CUTCHOGUE, NY 11935 December 1, 2023, 9:42 am See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) COMPLETE / COON ON DELIVERY Text & Email Upda ■ Complete items 1,2,and 3. A Sig tore( ■ Print your name.and address on the reverse ❑Agent so that we can return the card to you. C, ❑Ad ressee ■ Attach this card to the back of the mailpiece, by inte Name) C. Da of elivgryUSPS Tracking Pllu or on the front if space permits. � _ 1 Z1. Article AddressTed to: D.!Lee divery address different from item 1? Ye GO.-ole V' Aber me r) If YES,enter delivery address below: ❑No I Product Informati l 2y 1�5 Pine T(-ee Rd C��cho�ue, NSI I1o,35 4 3. Service Type ❑Priority Mail Express® II I IIIIII IIII III I II II I IIII I III III�II I I��II I III ❑Adult Signature ❑Registered Mail ❑ R ❑Adult Signature Restricted Delivery Registered Mail Restricted i Track Another Packa a ❑Certified Mail® Delivery 9 ❑Certified Mail Restricted Delivery ❑Signature Confirmation- 9590 9402 7156 1251 8957 61 } ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(transfer from'service label) ❑Collect on Delivery Restricted Delivery --Restricted-Delivery.- i �...�.Mail Enter tracking or barco,. --- --- _ - — — — - - -- Wail Restricted Delivery 1 I 7.022 ;21410 `:000B :02231: ;'8254_ lo) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000202238254°/a2C 1/2 12/6/23, 1:44 PM USPS.com®-USPS Tracking®Results USPS Tracking FAQs > ��i'V,�.�tGtxy NceL ) 1—�G Remove X Tracking Number: 70222410000202238186 Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update Your item was delivered to the front desk, reception area,or mail room at 3:51 pm on November 27, 2023 in NEW YORK, NY 10105. Get More Out of USPS Tracking: m CD USPS Tracking Plus° n Delivered Delivered, Front Desk/Reception/Mail Room NEW YORK, NY 10105 November 27, 2023, 3:51 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less n Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238186%2C 1/2 12/6/23, 1:45 PM USPS.com®-USPS Tracking®Results USPS Tracking FAQs > Remove X Tracking Number: 70222410000202238292 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was delivered to the front desk, reception area, or mail room at 3:51 pm on November 27, 2023 in NEW YORK, NY 10105. Get More Out of USPS Tracking: m CD USPS Tracking Plus 0 Delivered Delivered, Front Desk/Reception/Mail Room NEW YORK, NY 10105 November 27, 2023, 3:51 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238292%2C 1/2 12/6/23, 1:28 PM USPS.com®-USPS Tracking0 Results USPS Tracking' FAQs > Tracking Number: Remove X 70222410000202238285 Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 12:33 pm on November 27, 2023 in PECONIC, NY 11958. Get More Out of USPS Tracking: m USPS Tracking Plus° m :z sv Delivered Delivered, Individual Picked Up at Post Office PECONIC, NY 11958 November 27, 2023, 12:33 pm See All Tracking History What Do USPS Tracki( _ COMPLETE • COMPLFTE THIS SECTIONON f �.:Coii]plPbfe Items 1,2;and 3. A.,Sig atur Text & Email U d2 p j ■ Print your name and address on the reverse X 1:1 Agent 1 so that we can return the card to you. ❑Pddressee ■ Attach this card to the back of the mailpiece, .' B alved by _rint d a C. a o every i or on the front if space permits. .. USPS Tracking Pli 1. Article Addressed to: D.6ddilte `aressdiffeient from item l4 ❑Yes + RcaphC.e\ V as �nC If YES,enter delivery address below: ❑No i MVn', T Pcircce l- Product Informati �q3qO Ra.)}e 25 PO iaoK 1- i peCon,c. �1y 1\�S� 1 3. Service Type ❑Priority Mail Expresso II I IIIIII IIII III I II II IIII I III IIIIII II'III I III ❑Adult Signature ❑Registered Mail ❑ Restricted! Signature Restricted Delivery ❑Registered Mail ❑Certified Mail® Delivery 9590 9402 7156 1251 8957 92 ❑.Certified Mail Restricted Delivery ❑Signature Confirmationrm Track Another Package ` ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service/abe) _ ❑Collect on Delivery Restricted Delivery Restricted Delivery Enter tracking or barco 7 0 2 2 '2 41,10 2 ' 0 2 2 3 812 65 V)11 Restricted Delivery'...' PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt https://tools.usps.com/go/TrackConfirmAction?tRef=fuIIpage&tLc=2&text28777=&tLabels=70222410000202238285%2C 1/2 12/6/23, 1:29 PM _ USPS.com®-USPS Tracking®Results USPS Tracking' FAQs > c NOF0 W'�&- Tracking Number: Remove X 70222410000202238261 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. Get More Out of USPS Tracking: rn CD USPS Tracking Plus® v n �I Moving Through Network In Transit to Next Facility, Arriving Late E' December 4, 2023 i1 ii • Addressee Unknown NEW YORK, NY 10003 November 24, 2023, 2:58 pm Arrived at USPS Regional Facility NEW YORK NY DISTRIBUTION CENTER November 21, 2023, 8:33 am Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER November 20, 2023,11:37 pm Departed Post Office MATTITUCK, NY 11952 November 20, 2023, 5:05 pm iUSPS in possession of item https://tools.usps.com/go/TrackConfirmAction?tRef=fuIIpage&tLc=2&text28777=&tLabels=70222410000202238261%2C 1/2 12/6/23, 1:29 PM USPS.com&-USPS Tracking®Results MATTITUCK, NY 11952 November 20, 2023, 1:22 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70222410000202238261%2C 2/2 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK 1�AVISL Nck 14 , B-L-C_ AFFIDAVIT OF In the Matter of the Application of: POSTING Tn&nn N-A c-k Nil, LLC. (Name of Applicants) I COUNTY OF SUFFOLK STATE OF NEW YORK I, residing at Ma'►n RoaA A- New.York, being duly sworn, depose and say that: I am the ( ) Owner or Gent for owner of the subject property On the_20�h day of 1\\Cyery)1p(!tt- , 2023, I personally placed the Town's Official Poster on subject property located at: i MM 15 SGTM \C)00-C�7- 1- 1 The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of -1,2 C)2 (Owner/Agent Signature) Sworn to before me this c� p Day of v �P 120 ai3 . BARBARA H.TANDY (No ary Public) Notary Nobiic01TA6086001 State Of New Qualified In Suffolk County Commission Expires 0*M1-"0 CO • • ■ Complete items 1,2,and 3. A. Signature ■ Pour name and address on the reverse 0 Agent rint Y X � � ❑Addressee � so that we can return the card to you. B car ed by(Pi(n�d Name C. Dat of Detvery ■ Attachahis card to the back of the mailpiece, p V�� -U f�,a IZ or on the front_if space permits. 1. Article Addressed to: D. Is delivery address different from item 1. Cl Yes if YES,enter delivery address below: ❑No oY,r, T05e-?V% tk. Pani;^o i I Po \3o,C PecoMC:, 3. Service Type ❑Priority Mail Express® II I�IIIII I'II I'I I II II I IIII I III II'lll I I I I II I III ❑Adult Signature ❑Registered MailTR ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 7156 1251 8957 09 E]Certified Mail Restricted Delivery ❑Signature Confirmation TM [3 Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(Transfer from service label) ni„. .Pd Mail 7.0 2:2 i2 410 0 0 0 2 0.'2 2 3 x817 9 O�iI Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 T Domestic Return Receipt COON •MPLETE'THIS SLECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sign tune ■ Print your name and.adpftess on the reverse X ❑Agent so that we can return the'card to you. ❑Addressee ■ Attach this card to the back of the mailpiece,.,r,r` B. Receive (Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? El Yes Marco R R�eroc Tr+ MGr-cc� >�a If YES,enter delivery address below: 0 No >~ REJOG T-C4- Po Box 383 �econ�c., Ny 11�i5$ i 3. Service Type ❑Priority Mail Express® it I'lII'I I'll I'I I ll li I illi I 1111111111111111111111 ❑Adult Signature ❑Registered MailrM 11Adult Signature Restricted Delivery Registered Mail Restricted El Cart MailO El 9590 9402 7156 1251 8957 23 ❑Certified Mail Restricted Delivery El Signature Confi IndtipnTM ❑Collect on Delivery ❑Signature Confrcmat�ri i 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted pel-4exy -- ❑Insured Mall I ! 7`0 2�2 i2_4`_101 0 612 2 1 012 2!31 819.3 DO) Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return,Heceipt COMPLETE ■ Complete items 1,2,and 3. A 4Reiv:ed ture ■ Print your name and address on the reverse . ❑Agent Aso that we can return the card to you. ❑Addressee ■;Attach this card to the back of the mailpiece, B. by(Printed me) C. Date of Delivery ror on the front if space permits. 1,;Article Addressed to: D. Is delivery address different from item 1? ❑Yes 2 0 Drj � Neck Ln LL C If YES,enter delivery address below: ❑No Po Box 1G1 Pecos;,C, NN k 0lb% ` l I I 3. Service Type ❑Priority Mail Express® ll I'lllll Illi l'l I Il ll I illi I Ill llfll iLl111 I I III ❑Adult Signature ❑Registered Mail ❑ Restricted! Signature Restricted Delivery ❑Registered Mail Restricted' ❑Certified Mall® Delivery 9590 9402 7156 1251 8958 08 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label); ❑ n i�;Collect on Delivery,Restricted Delivery Restricted Delivery : 7022 2 41.0• 0 0 0 2 0 212 3i 8�0 8:7: 7y0)iI Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Doiijestic Return Receipt J r �� ���• .rte' ,F l �1 7► �,�'�+`"fir+At1�1�,M;_i�' •��.._ ���'�:4�.��„� ,�th.�'n ., piy +f;� ,4 .+ti�Y^ •4 .a'.� �� ` j r ~• � � IL 44 • to (+r V •. ',. a. • r', • r j '. , µ� 1 J r RSP- pr 0 Pro l + . 4 A4 likk ar •+►' . - . � rte. 4f ♦ � ti •.••Me• 1 0• 0 0 - 0 1 .. , s y l ' x - s � � � l e , �, i. . '! „ �, �� • � r �� it 11/20/23,1:42 PM image2.jpeg f bow&-y, � t yr s' httos://maii.google.com/mail/u/0/#inbox?oroiector=l 1/2 BOARD MEMBERS �F Sou Southold Town Hall Leslie Kanes Weisman, Chairperson �y 53095 Main Road•P.O. Box 1179 Patricia Acampora ��� alp Southold,NY 11971-0959 Eric Dantesi[ #t Office Location: Robert Lehnert, Jr. G Q Town Annex/First Floor Nicholas Planamento ,Ik �O 54375 Main Road(at Youngs Avenue) CUM Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 27, 2023 Tel. (631) 765-1809 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File : # 7851 Indian Neck IV LLC Action Requested : To legalize "as built" demolition (as per Town Code definition) and reconstruct a single family dwelling. Within 500 feet of: ( ) State or County Road. ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land (X) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperso6n�6 n By: q,. � Survey/Site Plan AMP Architect/Anthony Portillo Date . 9/20/2023 ��,5 OFFICE LOCATION: ��®� s®�J�® MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtowuny.gov C®nr�,�� ZONING BOARD OF APPEALS Town of Southold December 27, 2023 Anthony Portillo AMP Architecture P.O. Box 152 Mattituck,NY 11952 RE: ZBA Appeal 47851, Indian Neck IV, LLC 3375 Indian Neck Lane, Peconic SCTM No. 1000-98-1-1.3 Dear Mr. Portillo; Transmitted for your records is a copy of the Board's December 21, 2023, Findings, Deliberations and Determination, the original of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. 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 If you have any questions, please call the office. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department LINE - a 9rE SKMA- Nuoec SEE SEC NO.086 "•'� - �1' �� vA` eE SEC NO 086 -•`T MATCH `'. 1 ^�pk ' ?� . ✓; � '� t ATC UNE 12 T( t FOR PCL.NO. SEE SEC.NO. 1.3 .r ° C":.'E ^ "rttiDggsc2. -t6g, yog 085-03011.2 �\ �Ol y O. 149A 17.5 / n,Tkv, 1 0a s 71, „ � 8 - J ,. ,�J:, 6 ,s z$6,v$ Kcl pA'41 - •`c 4 d. -ll0 n• g,=� a1 �$ � .`$1 � g n .y � '$„ ..fig �4D 5 w�" �^ S e rs' .: .s*s�'� *6.$ 'o ' 3 783AIc � fz r,1%i i�3� .����� is Via. `' •yei �: 13p'��� ioPle, as�, ell yO 9i. . �Y�e sick s •08. >�;-Q� k. i0?. 105- ,a,o$ n6�72$✓:y,,,n'bq 8`'S p - SEE SEC.i 41 A. ` �� '. 18 ,•1 X91 , t ,X to �K S' i ;EEC 1 rt d t aye Iv�cic. ►� LLC R ; 37.04012. ; Ib MAI 1 i s 7'0 : p a 4} k � $ - - �•t� fig— � �� 1 1 ipl r .. A&A- ' s- 4 & N E;Wr OF SUFFOLK © N Y _______ � 12,N) Real Property Tax Service Agency "- o.ra...a .. 3W Crnrrr roi.,X-rhmd.NY 11901 W (21) Y�aosus �o�y; TOWN OF SOUTHOLD—BUILDING DEPARTMENT yy Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Iryo# �ao¢�;J Telephone (631) 765-1802 Fax (631) 7tt s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT11+ t D/ For Office Use Only AUG 2 9 2023 - PERMIT NO. Building Inspector: :..:.:.:.. . .... : y, Y BUILD '�DEPT. Applications ann'&forms°must:.be filled dut'in'their.'entirety:.lncomplete 'I'Dj r� 1-r_ p€ Tl;t,l - 2:. applications will.riof:be accepied.'Whereahe Applicant is not the owner, s Owner's Au#hdrization1orm'(Pege,2) hall be completed. Date:08/28/23 OW ' ROPERTY: NER �..S OF R )... Name:Ernest Scalamandre SCTM# 1000-98-1-1.3 Project Address: Indian Neck Lane, Peconic, NY 11958 Phone#:631-767-8746 Email:robd@indianneckfarm.com Mailing Address: 1350 Ave of Americas Ste 2300 New York, NY 10019, CONTACT PERSON: Name:AMP Architecture, Nicole Zebrowski Mailing Address:P.O. Box 152 Mattiuck NY 11952 Phone#:631-603-9092 JTM11-nzebrowski@amparchitect.com DESIGN:PROFESSIONAL'INFORMATIONc. Name:AMP Architecture, Anthony Portillo Mailing Address:P.O. Box 152 Mattiuck NY 11952 Phone#:631-603-9092 TFm;711.'aportillo@amparchitect.com CONTRALTO R INFORMATIO N: Name: Mailing Address: Phone#: Email: DESCRIPTION QF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: D Other Reconstruction $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: A�S1wlxIAL- intended use of property: 9R102X 1AL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _ this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. PP ALICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulatlons,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to"admit authorized inspectors on premises and in building(s)for necessary lnspectioirs.`False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):AM P Architecture RAuthorized Agent ❑Owner Signature of Applicant: Date:� BJX j,?J' STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contra&4 above named, (S)he is the .MCAT ,(Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith./; cam. . BARBARA H. TANDY Sworn before me this Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County S day of ,20 Commiacina Fypir�c_g A - Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, '�!Ci� ► .a� residing at 175-% AVf oWeie'it'.AA c-1 V- in�t?_rIL tti,�;!) do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. �. W z 1' 3 Owner's Signature Date 5 ) Sc-axg ,I, fie ' Print Owner's Name 2 INP GUEST HC) U.r,# E RECUI -a 'Ego o � u u 6& 2 2023o a � Luj >, o , PROJECT SCOPE: PROJECT DATA: $ k n SUBJECT PROPERTY uiidin p 9 De artment - RENOVATION OF EXI5TING RESIDENCE Town of go�thoid - NEW FOUNDATION 4 5TRUGTURE PROPERTY UNDER - FIR5TOFLLOOR LONERED FOR HIGHER oecrizoNiris�anTy� F. . >; ..° U m THE OMER5HIP OF ' FIRST FLOOR CEILING HEIGHT. TAX MW0 �i01-1.3 +' THE SAME PARTY ZONING DISTRICT R-80 iLOT AREA 14.9 ACRES _ r 'SappR V BIL &ILOCATIOH HABITABLE SPACE AREA EA ALE.HTB Q LAND NOW OR FORMERLY OF FIRST FLOOR AREA 136,.6 SP. 1449.6 S.F. JOHN PONVNO SECOND FLOOR AREA 565 S.F. 6295 S.F. LAND NOW OR OWN OF SOUTIORLOY OF S 882.050 E S 784H 2O'F nt or iR pww°°GS evmiNE AREA TOTALS 1:7W.2 5P. 1,927.96P. PROPOSLE PROPOSED 8.69• S 85 'E N 83'34'30 E S 85ry2'O. AC E SPIGROSS E AREA 152.87'2.87' 76.03' 69.18' - 3 BA.aET4ENT AREA O SP. 1455 SP. MARSH FIRST FLOOR AREA 1504 S.F. 1416.6 SF. SECOND FLOOR AREA 5215 S.F. 6295 S.F. 0 LAND NOW OR FORMERLY OF O N AREA TOTALS 1741.5 IA04.2 S.F. N2885 INDIAN NECK LANE.LLC H � S 80$4150' WOODED E231.B6' LAND NOW OR �. 247.67' 'O' E �ZONIN6�R�41LATION9°MAITi•HU{LAIN6 Pl 85'4g FORMERLY OF -�<..�,„,....». '£ LISA OKULA& � ROBERT DE FRESE EXIST PROP COMPLIES Mt O iO 19 .0 ARD 1 60,0ISD' ISD' Q3(R15T) 8 DE O 20'SIDE YARD 0I1.7 Y� 20,01 MOD, 190.0' YES Z 2 SETBACK W MIK e Q 15. 0 59DE INED J YARDS 4510' ROD, 19010' YES 11r (aoREM Lor) 2 5TORY �'REARSETgAGK NMIN.REAR _ 750' 1101,01 11101.6' YES PROJECT: Y DYELLIN6 INF GUEST HOUSE U N0.5515 LOT I LAND NOW ORI 35,01 S 235' t 235' YES FORMERLY OF RESIDENCE WFRANK JR.& Z FLORENCE KULL EXIST 4'-0'x 3375 INDIAN NECK LANE 6'4' 5F) LOT aux/ACA IN &4GP. 9P.D 44WD XL0V,0.e TOTAL PECONIC•NY 11958 fN GRAVEL D.LBB Or 200000 GRI. OM N DRIVEWAY GP DRAINING TITLE ? N I1 OF AW ADDITIONAL IOIOOD 9P. 4�W.{8P. WMA 9P. �n3 SITE PIAN IDT ABPA �' ZONING AND SITE ANALYSIS ry DESCRIPTION(POOTFRINT) AREA s %LOT [AGE: CIDYaZAGE 60'FROM YARD TOTAL LOT AREA 6492SD-01 56 9P. o SETBACK 7.725.58' sire LAYDur Hmg 1.THIS IS AN ARCHITECTS SITE RAN 4'15 TOTAL BUILDABLE LOT AREA 609704 S.F. 99.9% DAre 03.2023 SOF 4 2 SUBMCT TO VERIFICATION BY A LICENSED SURVEYOR THE INFORMATION NECK RO -ENAp �TOF 51 5 To THE MODIFIED 6%7 HOUSE 1(150 5F. 0.2% ARCHITECTS E)OSTINS LAHPINGS 4-1 S.F. 0.0% 2.SURVEY INFORMATION YIAG OBTAHM SU R S 78 44,00. W IN p l A FROM A RVEY DED ATMAY 20 2020 005TING FRONT FORCH A 2s S.F. 0.0%AND PREPARED BY. BARRETT BMAC-01 1 VAN W VJ.E.FG �STN6 GARAGE bO9 SF. O.l% ' HAUPPAUSE KY.IR66 PROPOSED BARN(SEP.FILING) 1005 S.F. 0.5% e0.• T9.B°FbNE(650 453 Ilii ITE PLAN TOTAL ARE OF ALL 5941 S.F. Ob% STRUCTURES V 40'-0' MA MIM LOT COVERAGE ALLO?MD.20% a. .... .... .... --- lilt EXIST, L 5I7C4611N a om IF.—T EXIST.Le H! 15 4-J Nv PAST, rL ....... ----------------5 EMST, M VAM 71 PINING Q I F-1 Z — y EXIST, ST. ATTIC, DOM W C) EXIST, --------------------- :-A nt i. Lm r961211- MI&M EXIST, 25612E ME62ft eEpftoom 1014— Er I FOUNDATION DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN SEWNP FLOOR DEMOLITION PLAN AM)m■0.15- NW DIN MAX M TF It- PROP, Pi.b.W MAX eVTr w It- TAW r 12 I IL ST. 'M SIM 1 L L L L 1 mo' I , fRQ1!I25IM2j2H cahvc-�MIC Z PROJECT. ------- 210' INF GUEST HOUSE RESIDENCE -------------- 33751NDIAN NECK LANE 4 i ii ii ii- :IV E: H 515, "Ill PECONIC,NY 11958 II I DRAWING TITLE: it DEMDUTION PLAN It PROPOSED PLANS M22EM ! "top- I 5I9 Sr. 154 PINING I, Ell I [AU1, PROP, -64"Slo [I it I At= S PROP, D-02 cdj t2wi= 6u--,E6= Mop- 11 II -qJE2014 I OP K/rr CA p ---------- 42 PROPOSED FOUNDATION PLAN PROP05ED FIR5T FLOOR PLAN PROP05W 5EWNP FLOOR.PLAN ■r vaW-Ilw &MM W- ' 9 � a a o°0 A%AW TO E005T.WDBE LEIOFiT � � MA CJOSTDO 6 AD.Zb / MEN WOD FAWA FRDFsw m \ � ® MNG 9V1'JtPNO ^, []] FR SOLAR- ROOMS TO M 7lYA STM PITC TO MATON BMW p Roof�rcur�>•wru.eFElaJ � C / PROPO�e2 vamrx L � rloeO MNK etoRJe Q •� N Ah Q E)OSnmo 5EOOTD PIN15MIP FLOOR p I 0 owl M E sT.rmsT PINI � ELM MJV ELASMINE AVE3tAEJE _- EiEV.WD' PROP05ED SOUTH(RIGHT)ELEVATION e••-vs•.I`O F1rT MAT n9LA 7aAR M MTc9 TO MATOIJ ew(SM ROMP MO) $ Pic MNU.eFKq) a PROJECT: INF GUEST HOUSE RESIDENCE 3375 INDIAN NECK LANE PECONIC,NY 11958 DRAWING TIRE: PROPOSED ELEVATIONS PAGE: _ SD-03 vim MIOMD 51DOIB I GATE 09.2023 3 OF 4 I � I FROP09®INK"Tm eLMJS FROFOSW FRONT POOR Y0T11 FROP05M MULAT®CA Ab JNJOOK TO MATCH EJ09nNe frV j EDBJdnS AND DCD.ATIM KW M TO MATGI MOSTIIb(ITT) eLmB PROPOSED NEST(FRONT)ELEVATION M � Q w � j Ipp " o Dao _ v'Inro roc T � PROPO9m MOOD PASOIA - \ L � FROFOSM VOW WPM aM.OW CAL p .� FFUA-05W TCLA SOLAR U FDOFM TO MAWA M5TINB ROOF PITCH(SE MANI.GFWw Q Ln i � Q Q PROPOSED VIRTCAL WOOD FLAW StOmdill 11111111111111 o a-= PROP05M NORTH(LEFT)ELEVATION sola VY•Fo• PROP05W TMLA SOLAR. � ROOPINS TO MATOI rASTINS ROOF MOM(SEE MAW.ePlaN t PROMSM Re/A DPGK PROJECT. PROPO•�E'MEftIORINF GUEST HOUSE 9JDNs°O°R RESIDENCE PWRo9m 7MMA SOLAR-\ NECK LANE ROOPMB TO MATOI EfGSTIN9 PECONIC,NY 11959 ROOF FITOH(am MAW.SPEW DRA NG E: PROPOSED ELEVATIONS ` [ACE, SD-04 PROPOSED VERTIOAL .--.Y.-3 JLL 014 WOOD MTA 6mRa9 Q� -0 PWP05ED EA5T(REAR)ELEVATION euaa vs•-iw• CL Q DISAPPROVAL0 INDIAN NECK FARM J v Q L0 c rn 10 w • 0 GUEST HOUSE CLX04 I p C to �' ' T_ 6 w N C O (0s 0m ++ L c p v .. - - ----- -- -- ---- -- -- -- - ----- - -- < 0- m 0 NA - RENOVATION OF EXISTING RESIDENCE PROJECT LOCATION &SCOPE NEN FOUNDATION 4 STRUCTURE FROf=OSED SITE PLAN & ZONING DATA � -c) FIRST FLOOR LOWERED FOR H 1 C HER FIRST FLOOR GE I L I NC HE I OHT. GENERAL NOTES U � ENERGY TABLE n 1 m tM1 STRUCTURAL DESIGN CHARTS `V ISI FRO,�E(f.,T DATA : -- -- -QQ�•Q HOLDOWN, ANCHOR BOLT, • — STRAPPING, & NAILING DETAILS - FASTENING SCHEDULE PRO.JEGT /`ZONING 5)AT,4 -------- --------------- �._ TAX MAP # 1000 FRAMING GRAPHICS - --_ -- J BEAM CONNECTION PATTERNS o _ ��- zoN1NG DISTRICT - - - R-ao FIREBLOCKING DETAILS LOT AREA 14.11 ACRES - - - ------ - - -- --- ------ _ n 1 In `JJ I O - - - -- - --� -_____ I�M- 10 .® � DEMOLITION PLANS I.L EXISTING EXISTING HABITABLE OR055 SPACE- AREA ® � O2 •®� DEMOLITION PLANS FIRST FLOOR AREA -I 335.6 S.F. -1,4411.8 S.F. SECOND FLOOR AREA 447.6 S.F. 4-14.1 5.F. AREA TOTALS 1,155.2 S.F. l 1,1123.11 S.F. - O •Q ( CONSTRUCTION PLANS PROPOSED PROPOSED u� LOGI"'�//�� T I ON MAP HA BIT4AGi�LE �R�Ass i a o SCALE: NTS - BASEMENT AREA -_ O S F O S.F. I - ___-- _ -__-_ -_--- - ----- --__- _.__ _--- _- ___ _-------- '- w lz -_- -- A- 102 ,01 CONSTRUCTION PLANS a FIRST FLOOR AREA - _ 1,2113.7 S.F. 1,410 I S.F. � w w ---- __ .- =1 ui Uj SECOND FLOOR AREA 447.6 S.F. 474.1 S.F. z AREA TOTALS 1741.3 1,8842 s.F A-2Q •O BUILDING ELEVATIONS z 1-4 5 a LAND NOW OR FORMERLY OF W 0 JOHN PONTINO tl) CL5u _ -_- - - ------- -- - ------- Z z' LAND NOW OR FORMERLY OF S 85'04 LOT COVERAC5E 0I .® I - -- -- --_.._ 0 Q , q TIE LINES ALONG CENTERLINE BUILDING SECTIONS o LI TOWN OF SOUTHOLD �O E S 7�� T' OF RICHMOND'S CREEK I--==- - Q 82.0 90 LOT w w 4 20" DESCRIPTION (FOOTPRINT) AREA COVERAGE w w -- 118.68. E S 85'50'40" E N $3'34'30„ E S 8612* 0 _ -___ y E �- —� D --�_ rcH — 152.87 7$.03 TOTAL LOT AREA -�� 6411,236 5.F. 1 _-_ _- ,^ z o 3 -- ----- -- / MODIFIED CUE5T HOUSE 1,450 S.F. 0.2% -502 .0BUILDING SECTIONS LU a o� — - - LU MARSH �0 j� -_ LIMIT OF WOODS / 't GUEST HOUSE PORCHES 70 S.F. 0.0% O _j U �I ^ WETLANODS XIMATE AS SHOWNOOI -- —_-� --_._- C� LL d' 00 FILED MAP �1 EXISTING GARAGE 6001 S.F. 0.1% LAND NOW OR FORMERLY of O N � PROPOSED BARN (SEP. FILING�� l,aoa S.F. � 0.39b ! •� � BUILDING SECTIONS - --- ------ - -- 2885 INDIAN NECK LANE, LLC �`----— N TOTAL AREA OF ALL STRUGTURES31137 5 F. 0.69bUj 0 S 80 44 WOODED I _ _ -_- op i O ►� I 'S0 E E 231.86' 241.67' N 85'43'10" LAND NOW OR FORMERLY OF M LISA oKULA ROBERT DE FRESEZONING REGULATIONS MAIN BUILDING DETAILS, SCHEDULES, & PROJECT: _-_. O PLUMBING (D/W/V) RISER DIAGRAM INDIAN NECK FARM O EXIST PROPOSED COMPLIES O L__ -_-- _____L ________ - L_ ­­­ - ------ MIN, FRONT YAR00 Is.o 15.0 NO -402 .01 _ -- ---_-- -- PLUMBING GUEST H OS U E(EXIST.) ( ) Rl$f-R DIAGRAM Lij 20' SIDE YARD MIN. SIDE YARD 20 O' 111o.0' 1110.0' YES i' GAS RISER DIAGRAM — - BARN (- O MiN. COMBINED=-_ - -_- _- --_-- ___ _-, —I= i i DETAILS 1 W __ _ SETBACK = 3375 INDIAN NECK LN Q 511DE YARDS 45.0' 1110.0' 1110.0' YES ------ -_ ____-- -___ - ._ _____-__ __---_ ____-- __-_—___-- 2 15.0 (GORENR LOT,) \ _ DETAILS -- PECONIC, NY 11958 75 REAR YARD MIN, REAR YARD 750 J- 1,101,0 - 1,101.0-- YES 2 STORY SETBACK -- 1 MAXIMUM HEIGHT 35.0' Ji t 24'� t 24' YES DRAWING TITLE: - DO. 33'750 LOT I 1 LAND NOW OR FORMERLY DF - _- --- FRANK JR. FLORENCE KULL - ® .O DETAILS PROJECT LOCATION &SCOPE Lij - � ENLARGED KITCHEN PLANS SITE PLAN & ZONING DATA INTERIOR ELEVATIONS 1 � SOUTHOLD TOWN GODS 280-207 (A)(U :� �� � � - � ,� � GARAGE 1 LO'T5 � � �� f ��z ��� I ALLOWABLE r- EXCESS OF 200,0100 GFA GRAVEL 6411,236.0 S.F. 4411,236.0 S.F. TOTAL 6FA M DRIVEWAY - ®� •O� I ENLARGED BATH PLANS (g) ALL LOTS IN EXCESS j of 2oopoo S.F. __1'� I�ALILOWABLE S.F. �PLUS��if -- - � PAGE: OLAREA F ANY ADDITIONAL LOT 10,100.0 S.F. 4,4112.4 S.F. 45112.4 S.F. 2,0311.6 S.F. INTERIOR ELEVATIONS � G-001m0l Z --- �- Q •Q PROPOSED STRUCTURAL PLANS o - - -- - E08/23 1 OF 20 N 00 -60' FRONT YARD 12- - �l 5.5$� -- --- ---- --- 1, SETBACK - - SITE LAYOUT NOTES: 5- Q2 •Q PROPOSED STRUCTURAL PLANS SEP 7 I. THIS 15 AN ARCHITECT'S 51TE PLAN 6 IS _ SUBJECT TO VERIFICATION BY A LICENSED -._-' ce' R " URVEYOR. THE INFORMATION j�O �, G � � - REPRESENTED ON THI5 SITE PLAN IS TO THE �' � G r r 3 , NEC C ARCHITECT'S BEST OF KNOWLEDGE. -- - --- - - -- ----� - - -- -- --- --- - T0l3 ', l_ ELECTRICAL PLANS ` _ T 2. SURVEY INFORMATION WA5 OBTAINED o o I EME Oo„ W AN EDOE P v 5 7$•44 FROM A SURVEY DATED MAY 20, 2020 1 . �\ Q, AND PREPARED BY: tJ f RORQ.. BARRETT BONAGGI 8 VAN WEELE, PG •�p HAUPPAUGE N.Y. 11788 - ---- -- ;w 0' TELEPHONE: (631) 435 1111 gym) = S 1 TE PLAN I SCALE: I" = 110'-0" - - I - - ... --------- ----- NOTES � SPEC•1FIGSTIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE, AND MASONRY A55REY I AT I O ` G 0- IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 d BETTER (Fb = 8'15) UNLE55 THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT ------------__.____ _____--_-_- -_.____-. --_.___ - Q __= TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD, BOARD 1 INSUL.- � INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF --_--_- _____ _ _ __--____ _ _ _ _ ___-_ Q -G \ /\� 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE I BASE FLOOD ELEVATION INT. INTERIOR W - 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR I --_ - ___ _ i___ ___-______-__ _ _____ � w GENERAL GREATER 5TRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L �; - - �' J I C [PL-Da.- BUILDING K KIPS (1000 LBS) 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT - I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE - - - --- --- PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS-- l APPLICABLE BUILDING DEPARTMENT. AS I _._-_-- �_ --------- - IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL 5 WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, - - _- __ _____ Q -N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLE55 -- ----------.--] AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED B.O. BOTTOM OF MAX. MAXIMUM C ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING BOT. BOTTOM �'� _1 � Z) � O EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. MECH. MECHANICAL .. (Q PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _._- _ -_- _-- _-_____- ____ _ 0 . � 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL -- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL J' MIN. I�MINIMUM _ w O FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAYING JURISDICTION, @i -- `_---- ------- ---- ---- --- +� RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL I TIER OF FRAMING I5 IN PLACE. L N • 1 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, NAVD88 NORTH AMERICAN VERTICAL DATUM OF l a88 G.J. CEILING JOIST COL. - -- - :COLUMN -- ---��---- 0 C L o Z d- - -- - -- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. .- r-- r OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 1 INYG BG NEW YORK CITY BUILDING CODE p -J N 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED >-. � 0 U I 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS GOVT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARCHITE,GT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 50LID WITH CONCRETE. - _ ----------- -_______j__-_- ___ _ ___- J __ _ WITH THE WORK. 8. MIN. HEADER TO BE (2) 2 xIO UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 c m -N , 6RADEMARK SHALL INCLUDE AN EASILY DI5TINOU15HABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. __ 1� ____ _ ____ ___ _ _ _ �� - -_ •- DBL. DOUBLE OCG. OCCUPANCY Q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN515NIA OF THE GRADING A6ENGY WHICH COMPLIES WITH THE .1-i N ++ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-Qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DPE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION J C O p UNLESS APPROVED BY THE ARGHITECT/E°NGINEER. DIM.=--- -- DIMENSION _______1171- --- - - -- DAYS OF 4 000 P.5.1. U.O.N. --- _- - - - HOL-DONN DETAILS TYi=I GAL- NAIL NO/STRAFF I NO REOU I REMENTS FORFA5T--- - - --- �- UFL_ I FT SMEAR '$ LATERAL. lel I ND RES I STANGE NOTE: THIS SCHEDULED ES NOT INCLUDE NA IONG FOR FRAMING Q ALL HARDWARE TO BE INSTALLED AS PER MAN). SPEC.s;MANUFACTURER � � STRAPS � SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W p ALL STRAPPING TO BE 4"x 20 GAUGE -- "51MP50N" EQUIVALENT - G520 (COILED J STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w N USE 106 NAI L5 IF STRAPP I NC 15 OYER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WooD FRAME CONSTRUCTION MANUAL TABLE 3.1)—_- - _ Q � LO HOLDOWN 'A' HOEDOWN 'B' DESCRIPTION =ANr� ER SPED FASTENER C p) GONNEGTION UANTITYSPACING O NA I L_ I NO OR I D --_- - - ---- w FOFOUNDAT ONNEN 4 1ST ROOF I$ GE I L I NG FRAM I NO o AT RAFTER TO RIDGE �ry +, � I.DIM's ARE ALL MIN.Wa BASED ON USE OF ONLY A I6d -- - ---- _ N I ENDWALL ✓""" CONNECTION, COMMON NAIL w/o PREBORED HOLES. L_ Ln z d- ENDWALL ".-- """ 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER O •C T, r- (5) 2x FULL (3) 2x FULL CORNER STUD �ry 2.WOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE p w N HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d COMMON R.R. 2" iv SERVICE x -m CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. ; GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T C) ONNEGTED TO g.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL - C 0 TRANSFER SHEAR (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL m "SIMPSON" HDQB FOR ROOF SLOPES UNDER 5:12 WITH �� • • • • • • 0 HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP O O +' s- 2-16d COMMON HOLDOWN ANCHOR ® 2-16d COMMON - _c O .�.+ In ROOF SPANS OF 24 OR GREATER, - - LOCATIONS NOTED NAILS ® 6" O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED 4-' CV O -I- NAILS ® 6" O.G. ON PLANS 10" O.G. IF BLOGKE _ USE 4 �d COMMON NAILS ® EA. • • • GEILIN6 JOI5T LAPS OVER PARTITIONS (FACE-NAIL) 9-I6d COMMON EACH LAP C 0 . . O" D.G. IF BLOCKED CORNER POST END OF STRAP. G.J. G TIES �" 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO __ Q �..- m O CORNER P05T ~��'"`'� x TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE Q) i GRAPHIC BELOW) „ THE ABOVE ASSUMES A RAFTER x - SIMPSON HDQB SPACING OF 16" O.G.• FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY HOEDOWN ANCHOR ® NAI I G SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END � LOCATIONS NOTED OF 24 O.G., INCREASE L N BY A ON PLANS _/� ° d° FACTOR OF 1.5. CR 4-1. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END -I GONNEGTION BI B2 AT RAFTER TO TOP PLATE TO STUD ' - GONNEGTI ON: RAM I NG HOLDOWN INSTALLATION OPTIONS: TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT FOR NEW P. GONG. FOUND.'s , FOR STRAP - 3 8 d�' COMMON NAILS ® EA. 52 (Yl HOEDOWN CAST IN PLACE w/'T/8"m THREADED ROD . '�� c•` END OF STRAP. • . I I I 1 TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE WHEN IN TOWN OF ISLIP OR NAILING 1 E FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.s • • SEE I „ NOTE•5 GEOMETRY EXCEEDS THAT PERMITTED IN -1/5",P THREADED ROD PRE-DRILLED) EMBEDDED 12 INTO CONCRETE w/ "SIMP50N" SET (HIGH STRENGTH EPDXY 1 I MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "51MP50N" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE -- - — - (HIGH STRENGTH ACRYLIC ADHESIVE) �- HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS - — 2-I6d COMMON PER STUD U FOR EXIST. /NEW G.M.U. (GONG. BLOCK) Use SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) FILL TOP 2 GOUR5E5 50LIM 4 CAST IN PLACE HOLDOWN CONNECTION '~---. ~_ FOR G.J. TO R.R. 11 I6 d COMMON NAILS w/7/8 m THREADED ROD REQUIREMENTS FOR """~~-- "„ ~ ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'S(WHEN 2-I6d COMMON 1� PER FOcOT AT G.J. TO G.J. GONNEGTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) - HOEDOWN 'G' HOEDOWN 'D' APPLICABLE) F02 EA. PLATE6 d COMMON DNAILS� � OR BELOW ---�-- -_ _-- FOR G.J. TO G.J. - a I6d COMMON NAILS FLOOR FRAMING Q ° r—n FOR NEW EXIST. JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-8d COMMON PER JOIIST n FOUNDATIONS � FOR NEWLY POURED GONNEGTION GI � G2 FOUNDATION ® ONE STORY ONLY ; I__ n (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END Pt HE16HT STUD CORNER STUD _-___ _- ONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB (3) 2x FULL . G2 II ° BLOCKING TO SILL or ~ HOLDOWN ANCHOR ® - 2-I66 COMMON HEIGHT STUD TO STUD CONNECTION: TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BILOGK LOCATIONS NOTED NAILS ® 6" O.G. 4 ° ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 8 d* COMMON - D LE GER STRIP TO BEAM FACE-NAI 3 Ibd COMMON EACH JOIST 5T CORNER POST NAILS ® EA. END OF STRAP -- k ° � � �,� JOIST ON LEDGER TO SEAM (TOE-NAIL) 3-8d COMMON PER JOUST ' FOR EA. PLATE TO STUD ABOVE b OR 2-I6d COMMON I� ° �1 BELOW - 2 16 d COMMON NAILS BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOUST NAILS ® 0.�. -_ -- NIV """""""'" BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT W ROOF SHEATH I NO ~ W Z Z z 5TRUGTURAL PANELS: x INTERIOR ZONESOLID Sd COMMON 6" EDGE / 12" FIELD -� v "SIMPSON" 5T D14R GONNEGTION DI I$ D2 5Lo KING PERIMETER EDGE ZONE s 8d COMMON b" EDGE / 6" FIELD � J' HOLDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 6d COMMON 4" O.G. 0 F= UP TO 9" RAKE OVERHAN6 z ~ FOR NEN P. CONC,HOEDOWN CASTN PLACE w/7/8"O THREADED ROD -- �,"..-"""""�� """ . • -- - -- — ---- -- _---- ----- -- MISCELLANEOUS FRAMINO ORAPHIO5 GONTI NUOUS BUILT-Uig C 1 RDERS, 5 OR MORE SU FORTS (THAT EXCEED FRAMING 5TANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A REBL_OCK I NO FOR FL_ATFORM N00I> FRAM I NO Q WORKING KNOWLEDOE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) Be (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p --- -- --_--- /4 OF Ab WHEN GIRDERS MADE UP OF JOISTS NAILED W CONNECTION O� PATTERN DESCRIPTION TO SIDE 3Y SIDE ARE CONTINUOUS OVER J v BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPIN6. 1'7 NON-LOAD BEA�RI NO WALL OFFSET FROM SUPPORT A !(2)Rows loa NAILS® 12°o,C. � P THE SPAN LENGTH FROM AN INTERMEDIATE w N ^� , SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q +' STUDS STUD B ls)ROWS loci NAILS O 12"O.C. SERVES AS FIRE5LOPPIN6. LO SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE C (2)ROWS 1/2" 0 BOLTS• 12'O.G.5TA66ERED; JOINTED ON THE SAME 51ME OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE �--- �— SUBFLOOR G DBL.o ENDS I TWO-PIECE I PLATE SERVE A5 FIRESTOPPING. Q0 _ SOLE PLATE --- - - BUILT UP 61RDER P MAX.52" NAILING: cw '� O 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)Rows 1/2' m BOLTS O I8 O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. L LN Z �) SOLE PLATE -_--_-___ -_--_--_ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE E (2)ROWS I/2" m BOLTS O 24•O.C. - 5. FIRESTOPPIN6 SHALL BE 2 INC BErwEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O 5 HES OF WOOD BLOCKING - - - - (SGREOWED ON(U SID SOF MEMBER w5 O 12"o.c. t I/4 of A OF LINE60R GIES EETNEEN RDERS ARE TOLS BE INAILEDHORIZONTAL FROM EACH \ f OR OF NONCOM-BU5TIBLE FILL. O N _ Q x (2)Rows 5-5/8"TRU55LOCK SCREWS O Ib"O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 8- - �I, b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O j SCREWED ON(1)SIDE OF MEMBER J0I5T, OTHERS STAGGERED w/ A DISTANCE OF 52" — AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 3 m SCREWED - (U s1RUSSLDE OF MEMBER BETWEEN NAILS IN A HORIZONTAL LINE. O- - J015T5 SERVE AS FIRESTOPPIN6. 0 " - Lo H (2)ROWS 5-5/8"TRU55LOGK SCREWS O 24"O.G. P _-- ,f 1 J '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND -�-+ � JOIST THREE-PIECE I CV p MAXIMUM OFFSET (2)Rows 5'TRUSSLOGK SCREWS O 12"O.C. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d �I C Q o JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER I P 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q � � O MATCHED SIZE of BLOCKING --- - NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. (2)ROWS 5"TRUSSLOGK SCREWS• I6°O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE - 3 PARTITIONS ® 52" O.G. BLOCKING STUDTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. L SCREWED ON BOTH SIDP of MEMBER 4"O.C.ocT OFA6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE -- ___--_— 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NO NOTE: P FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 f__ O 57RINOER To SERVE AS FIRESTOPPIN6. OANTILEVER.ED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'H-EN 8"OR SMALLER P FOR THE THREE-PIECE GIRDER. IO. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t CONNECTION PATTERN B'WHEN lo' OR LARGER FRAMING SHALL BE FIRE57OPPED AT THE BOTTOM WITH ° — STUD 2.WHEN 5GREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ` OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER �, GIRDERS ARE TO BE SECURELY ANCHORED TO .\ % 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH v 5UBFLOOR SOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERSNAILED TO WOOD POSTS OR �' O FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE O V O.G. TRUSS , THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING /1 \ BAND �Y-1 BAND CHIMNEY.BOLTED TO STEEL COLUMNS. W I I I THE SPACE ABOVE THE FIRE-STOPPING SHALL BE 1 J015T 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL G,j.I� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON { NA LINO FATTERNS FOR S 1 DE LOADED BEAMS Oe . FLUSH BEAMS> - OGATIONS REQUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10) 8d AS FIRESTOPPING. NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPING FASTENING IFIRE- RECOMMENDATIONS FOR SIDE-LOADSTOPED, SroPP1N6 sroPP1N6 FIRE- STOPPING STOPPING SOLE MULTIPLE-PIECE MEMBERS rm JOIST * 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' l BLOCKING 2"X4" BLOCK NAILED TO EA. BRACE 2 ROWS Ibd s ROWS I6d 2 ROWs15' 2 ROWs14' 2 ROWS)4" VERTICAL H/(4) IOd NAILS COMMON COMMON BOLTS•24" BOLTS BOLTS FIRE5TOPPIN6 WHEN O 12"OZ." O 12'O.C.- O.G.8TA66ERED� O 12"O.G. O b"O.G. GOVERIN6 IS APPLIED i STUD GYPSUM BOARD 20 ga.STRAP I--. —---___ -_— -_-=---1-----_-- - TWO ROWS 12"O.G. THREE ROWS 12"O.G. TO UNDERSIDE Q' LOCATION I LOCATION 2 LOCATION 5 STS LOCATION 4 DOUBLE PLATE • 56 COOLER NAILS 0 10" O.G. (10)8d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° /"� JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES •7 8 5 ° ° ° ° ° 5 I I Q� DENOTES ALT.FOR USE OF DRYWALL SCREWS LOCATION n NONCOMBUSTIBLE i u FIRESTOPPIN6 OVER STUDS,UNLESS TOP PLATE IS 4' ® EDGE/ 12 ® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 SOLE WOOD FIRMTOPPIN6 OF GIIRDER DESIGNED TO CARRY THE LOAD SCREWS#b - tYa"TYPE W OR 5 ES -IRESTOPPIN6 2.BOLT HOLM ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ED O ROWS 24"O.G.STAGGERTWO ROWS 6"O.C.o.c. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL \ / THICKNE55 OF THE MEMBER USE WA5HER5 UNDER HEAD AND WT. n 0 c c o o e o O Y ERLA I D ROOF 5.STA65ER EACH ROW OF FASTENERS BY 12'. C 0 O 0 O O O O O 2'SPADE NOT ATTACHMENT (9 VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 kAPPROX.I INCH THICK Q i BOTH SIDE OF THE MEMBER 1 0' TI Y OR 6'OZ.OR TRIPLED 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED F \ - FOR 4.O.G.NAIL SPAGIN6. LOCATION '7 A N6 R P AM : ol STD.N ILI FOR TO LOADED MULTIPLE PIECE BE 5 STRAPPING W/ ?.2 ROWS OF Ibd COMMON NAILS(12'O.G)FOR DEPTHS IV OR LE55 FIRESTOPPIN6 LOCATION ci 4 Sd NAILS LOCATION 8 ® EA.END a R.R. 8,5 ROW5 OF Ibd COMMON NAILS(12"04)FOR DEPTHS OF 14",18"# Ib". LOCATION 10 w IFULL WIDTH .� 2"xBLOCKIN6 O 0 N CONSTRUCTION DETA L 5 WIND LOAD FATH CONNECT ON DETA L_S TOP PLATE w DRILL 2"m INTO ROOF w w INTERSECTION DE'TA I L DECK FOR STRAPPING INSTL. NOT TO SCALE 0 FJ- XIST. OR NEW Q z F' NEW R.R.SET W/ R.R.BELOW V UPPER TOP PLATE LAPS 4 IOd N w NTINUOUEs LOWER TOE NAIL NOTED CONT.BLOCKING Z p TOP PLATE SPIKED TO R.R.b , O w vi (n w ALIGN NEw t EX. CSI R.R.AS SHOWN NZ' KING STUDS PLAN VIEW o = NOTE: SIMILAR® 'SHED' WOOD JOIST— {� WOOD JO I5 ,a w ROOF,R.R. IN LINE OR PPLE STUD J J _ -0 w WI BLOCK I NZ G - JOIST HANGER HEADER zO GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR - w a o INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER —00 0 D 0 WOOD GIRDER JACK STUDS 0 o w' - MAIN MEMBER �� WOOD JOIST _ .- j tta'J loll N i �^ JOIST FRAMING OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN o AN ANGLE OF PROJECT: MEMBER'/ '-DIAM.X 5 APPROX. 50" w/THE MAIN MEMBER d STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, INDIAN IV E C K FA R IVI I. NAILS SHALL BE DRIVEN PE:RPENDIGULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s ATA q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN GUEST H OS U E MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER5. TO AVOID SPLITT ,NO MORE THAN 2 TOE NAILS BE IO STALLED IN EAINSIDE OF RAFTER OR CEILING OA15T WALL STUD - WALL- STUD —- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS _ 3375 INDIAN NECK LN IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BOTTOM PLATE SOTTO PLATE {� BATHTUB - SUB FLOOR DOUBLE JOIST _ _ DOUBLE JOIST _ TOP PLATE PECONIC, NY 11958 GHIM. CHASE SECURING STD. SIDE WALL DRAWING_TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (51M.NOTE: , CHASE WITHIN PLAN= OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNEOTION W STUDS TO ATTIC FLOOR $ BLK'6 TO R/L 511:)E5 w/5TRAPPIN5 TD R/L SIDES) J O w PAGE: TOP PLATE 0 o M WIND RESISTANT CONSTRUCT 1 ON CONNECTORS GHIM. CHASE WALL Qz Q U ----- ------ - --- -- - ------- 0 0 :j " o CONNECTION LOCATION: PART NUMBER: NOTES: �i'e w RIDGE-TO-RAFTERS _ 0520 ©- 21" APPLY TO EACH PAIR OF RAFTERS g z RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ,� ___ _ _ ___ DATE: 08/08/23 w 4 OF 20 O z Roof= RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER z_ REOV BLOCKING O PLATE-TO-WALL STUD G520 C� 18" TO ALIGN W STRAPPING - -_ APPLY TO EACH WALL STUD lu ® EA. LEVEL ABOVE N THE FIRST FL. ®z d x 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 ® 56" APPLY TO EACH WALL STUD ���., w _ _ FLOOR/GLG. ® APPLY TO EACH JACK STUD " fn" HEADER-TO-JACK STUD 0520 @ 12" r, K GRI PPLE STUD-TO-HEADER H3 - --- ' APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 5STB16 APPLY TO EACH SIDEWALL END a n � ' WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE G520 P _. 'p SIDE VIEW FLAN VIEW - -- _ (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0EI ` EF-,,AL 5 I �50L <E*"-r : d. -{ EXISTING TO BE DEMOI-I5HED NEW PARTIAL HEIGHT Q - -1 WOOD FRAME (L.G. 5TL. W / EXISTING TO REMAIN WHEN APPLICABLE) J p NEW FOUNDATION WALL V) NEW WOOD FRAME (L.G. N 5TL. WHEN APPLICABLE:) Q 4-j Lop L NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL O 0 WOOD FRAME (L.G. 5T1.. POST FOR 4" WALL5 r (o WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w P05T FOR b" WALL5), U.O.N. +, N 0 NEW 2-HR FIRE RATED i- �' WOOD FRAME (L.O. 5T1... 0 p Lr) Z 'd' WHEN APPLICABLE) 0- p w N >1o 0 I DI=MOLITION PLAN NOTES OC%4 .+� OI REMOVE EXISTING NON-LOAD BEARING PARTITION Q O a. m 0 i r O2 REMOVE PORTION OF EXI5TIN6 EXTERIOR AND/OR BEARING W WALL;NEW BRAGIN6 AS REQUIRED 3 - MOVE-.F_XI5TING DOOR_AND JAMS O4 EXISTIN6 STAIR TO BE REBUILT;EXI5'TIN6 BALUSTRADE TO REMAIN AND BE REUSED. 4_j o - � MOr%EEXISTiN�i GEIL'ING�-REL TJ:: ATER4AL �O EXPOSE STRUCTURAL TRU55 MEMBERS ABOVE U OREMOVE EXISTIN6 KITCHEN CASEWORK,APPLIANCES, AND/OR FIXTURES, AND STORE PER OWNER'S DIRECTION m OREMOVE EXI5TIN6 BATH GA5EWORK/FIXTURE5 4 STORE PER OWNER'S DIRECTION OREMOVE ENCLOSURE TO EXPOSE EXISTIN6 I I I I I I I CHIMNEY/FIREPLACE TO REMAIN OR TO BE REBUILT OREMOVE/REPLACE EXI5TIN6 WINDOWS Q 51DELITES (TYP); STORE PER OWNER'5 DIRECTION \� U 10 EXISTING CONCRETE PAD TO BE REMOVED II I III I II EXISTING 51DIN6 TO BE REMOVED (TYP) N a 13 EXISTING ATTIC, FLOOR, FRAMING, $ ROOF ABOVE TO BE 12 REMOVED. STORE WOOD MEMBERS TO BE REUSED. VJ 13 EXISTIN6 STAIR TO BE REMOVED L.__L_. ---------- ---tom------------ 14 EXISTIN6 WALL + CABINETS TO BE REMOVED r 15 EXISTING SHELVING TO BE REMOVEDIS)Q ; I6 EXISTING CHIMNEY TO BE REMOVED. STORE BRICK PER EXISTING BASEMENT x J OWNER'5 INSTRUCTION FOR LATER USE. O OEXISTIN6 ROOF TO BE MODIFIED - SEE ELEVATIONS 8 XI57. SECTIONS EXCAVATE GRADE FOR NEW FOUNDATION WALL5 STAIR 4, IS 16HT-WELLATO-CELLAR Iq Iq EXISTIN6 FLOOR SYSTEM TO BE REMOVED uiN O DEMOLISH PORTION OF EXISTIN6 FOUNDATION WALL 3 ___ EXCAVATE EXISTIN6 ADJACENT 6RFCE AS REQUIRED FORi _T-7-17-1-77 Q PROPOSED CRAWL SPACE VENTS d VENT WELLS. 21 REMOVE TOP OF EXISTIN6 FOUNDATION WALL AS ~ w Ou'_ EXIST. Z Z REQUIRED FOR LOWERED FLOOR AND/OR DOOR - I I I I Q Q THRESHOLD (VERIFY DIM. IN FIELD). UPI I I I I �i V 22 REMOVE BILGO DOOR 4 STAIRS �21 ��� _J O F~-, O \\ Q ~ Z -Wi O m a ;20 w N DEMOLITION NOTE: / vi Z PROVIDE SHORING AND SUPPORT TO ALL AFFECTED - - Z Q STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT O 2 OF ANY DEMOLITION OR CONSTRUCTION. O a b �u w I W LL.tx Iq N W Z Z o- 21 21 21 iz Lu 0 O U LL. EXISTING BASEMENT N Iq Q PROJECT: INDIAN NECK FARM GUEST HOSUE EXISTING CRAWL SPACE EXISTING CRAWL SPACE 3375 INDIAN NECK LN PECONIC, NY 11958 DRAWING TITLE: DEMOLITION PLANS PAGE: pril DM-100-"LO I DATE: 08/08/23 5 OF 20 i E7)EMOLITION PLAN - FOUNDATION LEVEL SCALE: 1/4" = 1'-0" 37 ----------------- V N EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT O �, I WOOD FRAME (L.G. STL. � W WHEN APPLICABLE) W EXISTING TO REMAIN 1 NEW WOOD FRAME (1_.G. NEW W FOUNDATION ALL v) {--------{ � I I----{ STL. WHEN APPLICAE3LE) "''' _ Q +' N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O sem– O e POST FOR 4" WALLS OOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL — (O W 0 � POST FOR b" WALLS), U.O.N. N O NEW 2-HR FIRE RATED i WOOD FRAME (L.6. 5%. 0 C Z WHEN APPLICABLE) p -(V >1 0 0 I III =3 (0 EMOLITION PLAN NOTES O O m -� O D Np OI REMOVE EXISTING NON-LOAD 5EPaRIN6 PARTITION Q :2O OREMOVE PORTION OF EXISTING EXTERIOR AND/OR BEARING t-- WALL;NEW BRACING A5 REOUll OREMO�/E EXISTING DpOR-AND�IAT+IB --_-_ _ OEXISTING STAIR TO BE REBUILT;EXI5TIN6 BALUSTRADE TO REMAIN AND BE REUSED. _5 REMQV� EXISTI'�125 GEI 6� LAZED 'I�RIA)fSJOf I 10 I � EXPOSE STRUCTURAL TRUSS MEMBERS ABOVE — I O REMOVE EXISTING KITCHEN CA5EWORK, APPLIANCES, AND/OR FIXTURES, AND STORE PER OWNER'S DIRECTIONREMOVE I I O OWNER'S X15TII IONI BATH CA5ER WORK/FIXTURE5 d STORE PE __ ___ T_ -____ ♦♦ 4_j O REMOVE ENCLOSURE TO EXPOSE EXISTING --- I I I O CHIMNEY/FIREPLACE TO REMAIN OR TO BE REBUILT IS I I I I I I 3 \3 ♦♦♦ of / O STORE PR OWNER SXD TINS IINDOWS s 51DELITES (TYP); j 13 O T\ y IT 10 EXISTING CONCRETE PAD TO BE REMOVED 13 _ �Y ♦♦♦ / / O L -�-�-L I �i � IIII ♦♦♦ �/ _L- ___ __ ____ EXISTING i- - MUDROOM VIII a ♦ / I I EXISTING SIDING TO BE REMOVED (TYPJ ♦ / ♦ / o 12 REMOEXSTINC7 ATTIC FLOOR,VED. STORE WOOD MEMBERS TOOOF BE REUSED TO BE �I 0�' 15 EXISTING O II ♦♦♦ cn W EXISTING I I CLOSET ♦ / 13 EXISTING STAIR TO BE REMOVED PANTRY i 1 --���//O� ♦ / n 1 VJ --- --- J LTJ _- 2 14 EXISTING WALL + CABINETS TO BE REMOVED 15 EXISTING 5HELVIN6 TO BE REMOVED REF W � I I O EXISTING CHIMNEY TO BE REMOVED. STORE BRICK PER L= -=I ED OWNER'S INSTRUCTION FOR LATER USE. I r11 EXI5TINO ROOF TO BE MODIFIED •- SEE ELEVATIONS $ , i I IIIISECTIONS F--- ____ IIII I F -O---1 - I; EXISTING KITCHEN I EXCAVATE LG�RAD�EFpO,R NEW FOUNDATION WALLS STAIR R I6 I S ��/T AEV O la EXISTING FLOOR SYSTEM TO BE REMOVED -J----__-----—-------a----- - f- DEMOLISH PORTION OF EXISTING FOUNDATION WALLS It1 I i J �L --- --- EXCAVATE EXISTING ADJACENT ESRADE AS REQUIRED FOR III a N II moi' ��\ I Z O PROPOSED CRAWL SPACE VENT5 d VENT WELL5. H w OREMOVE TOP OF EXISTING FOUNDATION WALL AS 21 REQUIRED FOR LOWERED FLOOR Al DOOR r W a THRESHOLD (VERIFY DIM. IN FIELD). v W W � i I 22 REMOVE BILGO DOOR 6 STAIRS 2 1'1'-0" D \ i' I Z -----� F- - 4'-4 �I�-2'-10"—�I' j L^O2 v a V O \ II wa DEMOLITION NOTE: `\ 0 PROVIDE 5HORING AND SUPPORT TO ALL AFFECTED __ 14 y Z Q STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I / F V 1 - 11 rl w OF ANY DEMOLITION OR CONSTRUCTION. \�O\\ n 16'-O" EXISTING BEDROOM a W ___-- N Oa --IIII EXISTING BEDROOM W J - LL Bill I IIII V Wj N is 1 Z O c� EXISTING BATHROOM 'T'' W �' w r EXISTING DINING m III v� LL EXISTING BEDROOM 1 //O\ / O\ 0 p ixLo I O3 J 3 - 3 EXISTING ATTIC LL I EXISTING CLOSET �' - L---- _ I L r it S I6 N (n 1 r-� /�--- -- \ � hill O 5 - i XO 1 L-J uj 00 lU Q Q Hill -- ----- ��\ 0 3 --- ------- ---------- ----1_ 12 ---- -�H -- r - - ----m� r---------� ---- �- 5` 1 O- - 11111 m � � �ui \O III r -- 1 LL_J PROJECT: O� \�; - i- - - --- -), 510 1WINDIAN NECK FARM - GUEST HOSUE w 1 --� -- __ EXISTING BEDROOM L-� 8 � -- �LJJ ( x -- ° ��� 3375 INDIAN NECK LN J nl EXISTING BEDROOM -- --- li 1 EXISTING LIVING ROOM N - -- - --- p „TI-- PECONIC, NY 11958 � -- ----11H 1 11111 - Ili � _ 1111 Iu ual W , DRAINING TITLE DEMOLITION PLANS 14'-a" w 14'-5" \\ \ / 6-4y2 - __ E _ O __--_� a I I q a a n 1 a a PAGE: EXISTING COVERED PORCH FEW) M JL 0 0/21,6 e 0 :1 DATE: 08/08/23 6 OF 20 iDEMOL I T I ON PLAN - O ROUM7) FLOOR DEMOLITION PLAN - SEC,0N 7 FLOOR -- f � SCALE: I/4" = I'-O" SCALE: I/4" = I'-0" I NX ZL OENE AL 5�'�50La < "',r : Q _ EXISTING TO BE DEMOLISHED -/ �J NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. LI WHEN APPLICABLE) I-iJ EXISTING TO REMAIN ) J p NEW WOOD FRAME (L.G. NEW FOUNDATION WALL .,'�;v ' w STL. WHEN APPLICABLE:) v � j *LIGHT AND VENTILATION NATURAL LIGHT d VENTILATION Q C LN NEW I-HR FIRE RATED MIN. (2) 2"x4° STRUCTURAL (HABITABLE SPACE) � ARTIFICIAL LIGHT: � Q � O WOOD FRAME (L.G. STL.. a POST FOR 4 WALLS HABITABLE BEDROOM AREA: III 50.FT. FLOOR AREA III 5.F. 0 w `- T_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL REQUIRED LIGHT: 6 FOOT CANDLES / 50.FT. _ POST FOR 6" WALLS), U.O.N. (1) 40W LED BULB = 450 LUMENS S.F. REQ. S.F. PROV. ++ N >_ O NEW 2-HR FIRE RATED ' WOOD FRAME (L.G. 5TL.. GFT. CANDLES X III SQ.FT. = 6(o6 LUMENS LIGHTING;MIN. 8% O C In Z It 666 LUMENS / 450 LUMENS = 1.5 of FLOOR AREA &A S.F. *7.2 S.F. A-201 � `- T_ WHEN APPLICABLE) p w N MINIMUM (1.5) 4OW LED LIGHTS REQUIRED VENTILATION;MIN. 3 X 'Y 4% OF FLOOR AREA 4.4 S.F. 6.8 S.F. D O u FLOOR PLAN NOTES 1410H EFFICIENCY LAMPS: MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES - O 0 O m +' .- NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED L16HTIN6 REQUIRED FIXTURES SHALL CONTAIN ONLY HI&H-EFFICACY LAMPS, AS PER \ IN 4-1 Lo NOTE: NEW FLOOR: 2020 NYS EGG R404.1 PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM C O 0 .. Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 10 I NEW $" PLYWOOD 5UBFLOOR BENEATH (GLUE d SCREW); AREA 1-71-01Q / n .- O ON PLANS BY JELD-WEN' (OR EQUAL,. V J 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 5GREW PERIMETER OF 5HEATHING 6 O.G. d 12 O.G. ® G 4 G 4 ON PLANS BY 'THERMATRU' (oR EQUAL). INTERIOR. MEGHANIGAL VENTILATION 3. NOTE DOES NOT INDICATE EACH NEW DOOR 2•NEW FINISHED FLOOR PER H.O. SELECTION HOT WATER PIPING INSULATION: HABITABLE BEDROOM AREA: III SQ.FT. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE, NEW TILE FLOOR: INSULATED TO AN R.-VALUE OF NOT LE55 THAN R-3 FOR THE CEILING HEIGHT: 13.2 FT. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR II I. NEW TILE FINISH (H.O. TO SELECT) UPON FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 d R403.5: REQUIRED VENTILATION: 0.35 GFM / HOUR (ADH) \ WALL5, U.O.N. / PROPOSED 1 5. INSTALL AS PER MANU SPEC.'S 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING (I I I X 13.2 X 0.35) / 60 = 8.54 CFM SHOWER 6.PROVIDE (2) 2"x10" HDR., U.O.N. 3. NEW DUROGK GEMENTBOARD (OR EQUAL) UPON DOOR t , � \ :� / -7_-' FLUIDS >105 F OR <55-F (8403.4) WALL ANDD DOOR _ 1. SEE PAGE 6-003 FOR ALL OTHER F'?AMINO 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE d 5GREW); Z ON TILE CURB ° ELEMENTS AROUND DOORS (TYF. FOR ALL) U.O.N. SCREW PERIMETER OF 5HEA7HING 6" O.G. d 12" O G ® 2. PIPING J' AND LARGER IN NOMINAL DIAMETER Q GFM VENTILATION REQUIRED \ D INTERIOR. 3. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT 10 X STAIR d RAILING NOTE: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE \ O5. PIPING FROM NATER. HEATER TO A DISTRIBUTION MANIFOLD /� \ rn I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4 RI d MIN, lo" NEW 4x3 ALUM. CONGEALED DOWNSPOUT AS \ B H �_- w I I I b, PIPING LOCATED UNDER A FLOOR SLAB �p B' X Tr - RISERS SHALL BE CLOSED 12 PER DETAIL 7. BURIED PIPING #2 2. GREATEST RI5ER HE16HT IN A FLIGHT OF STAIRS SHALL \ O NOT EXCEED THE SMALLEST BY MORE THAN ". 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS PROPOSED 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". 13 GUTTER HIG O Zj(�`I'i�� -�Tf2 T+IA�i DEMAND REGIAT�N 5Y5T�M5. BEDROOM #2 \ / T • 4. STAIRS SHALL HAVE THE FOLLOWIN5 CLEAR WIDTHS: 5'-1 3 5 /GO / II 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 36" MIN. UNDER-FLIDOR AREA VENTS O 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. .2 2'-lOy2" 4.3. BELOW HANDRAIL, RAILS ON 130TH SIDES: 27" MIN. 14 1. NEW I6"x8�(MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET :t 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN VENTILATION OPENING PER 2020 IRC R408. D III 3'-1 " 110 - L r ONE SIDE OF EACH FLIGHT OF STAI'Q2. INSTALAS PER MANU. SPECS WITHIN 3'-0" OF S CONTAINING FOUR - tl� 1011 5-5 V OR MORE RISERS, AND WHERE SHOWN ON PLANS. BUILDIN CORNERS. 0 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 3. PROVIDE FOUNDATION VENT WELL d COVER AT ALL _ _ WALKING SURFACES LOCATED MORI= THAN 30" ABOVE VENTS BELOW GRADE; INSTALL PER MANU. SPECS. - - - PROP. PWDR ROOM g FINISHED FLOOR OR GRADE, d WHERE 5HOWN ON PLANS INTERIOR LOAD BEARING WALL: ° - 7. 42" HIGH GUARDRAIL d SPINDLE SPAGIN6 NOT TO 15 I'-O" I'-O" 5 7 II „ ALLOW PASSAGE OFA 4" 0 SPHERE;36 AS INDICATED BY HATCHING.HIGH HANDRAIL d SPINDLE SPAGIN6 NOT TO ALLOW AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY PASSAGE OF A 4" 0 SPHERE. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. p 8. GRIPPABLE RAIL AS PER GORE. 1 ': �- - - - PROPOSED ry - - - - - 8 q. RAILING TO BE WOOD. FLOOR Df AIN: 16 - STONE PATIO - - - O NEW 3" GUA ED FLOOR DRAIN W 3" TRAP m OSMOKE DETECTOR / GO DETECTOR NOTES: - L � � � ' p p 107 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I I V.I.F. PLACEMENT OF I i - m N m I'-O' 108 O 1 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR EXIST. OIL TANK d Q Q I ,_ _ _ -- .._ • - _ _ _ _ ,, HARD WIRED TO EACH OTHER W BATTERY BACKUP. ADJUST A5 REQ.V FOR 3-0' 2.INTERCONNECTION BETWEEN NEW d EXI5TIN& DEVICES ILS 5M/GO PROP. BASEMENT BILGO 10 Q SHALL NOT BE REQUIRED WHERE EXI.iTINC ALARMS u� ARE NOT INTERCONNECTED, AS PER NY5 8314.4. , 1�ITRAN-�F d C�QI 1M_L NS - ,1 PROPOSE 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND I III III �) IN PER GENERAL ELECTRICAL NOTES ON PACE 0-002. ax MUDROO a 4.SMOKE / GO DETECTORS TO MAINTAIN 3' MIN. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS h _-_ - 12'-0" I1" A-303 B 105 106 A 303 It OPENINGS TO BATHROOMS w/ SHOWER OR TUB. 5. INSTALL ALL AS PER MANU. SPEC.'S - -- - - --- - --- - 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR c ® IN COMPLIANCE WITH LOCAL GORE J Tj l ry r I N o o \ m WINDOW NOTE: �0`�- � 12Qxb� SLDR � + � O4 I. ALL NEW WINDOWS d DOORS SHALL 131 FLEETWOOD 102 8E aLl ~ w 3000T, OR FELLA ALL WEATHER, CASEMENT, DOUBLE- N N O ____ _- __ - t- O ------ EB --- Z Z HUNG, OR GLIDING (AS NOTED). INSTALL AS PER MANU. B n n (� _ 4 Q Q SPEC.'S. `fl 001 (2) 2X6 POST BEARING 10 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; (2) 2X6 PAST BEARING DOWN TO FDN WALL dJ D w W SEE 3.FOR SUBSTIITUTIONS,ATIONS SEEINDOTE #g HN '&LASS WINDOWS I,IT I m DOWN TO FDN WALL 1 0 IN PIPE F7_ AND DOORS" ON PAGE 6-002. FROM ABOVE I N ` EXPOSED FLOG / 8 D ) Q 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. I PROPOSED 5. ALL DOUBLE HUN& WINDOWS TO BE TILT WASH �p (2) 2X6 POST BEARING KITCHEN JOIST CEILING (EXIST. a 4 m Z O' b.IN GENERAL TEMP. 6L. SHALL BE PROVIDED: L _1 L J - _ - - -- - X __ 3 6 F.J. ® 28 O.GJ C , p 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF -____-_ 1 _ 3'-8" 6 DOWN TO FDN WALL �_,� r - w _ _ _ _ _ _ 4 4 ) t; a 6.2. W TiH NI 8' OFIDI 6, d BIFOLD DOORS N m - tt1 _ I� III MODIFIED Illi I _ 16 - - - - - -- - - - - - - + D W � 6.3. WITHIN 24" OF A DOOR Q Q N N W 6.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDING ZI BASEMENT N N O O Q 6.5. PqITHIN 8 ENCLOSURES - n (4117 S.F.) - : (2) 2X4 POST .fl _ 6.6. SEE ALSO GENERAL NOTES OV PAGE 6-002 ��u Q ABOVE b + D E. V 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND A 112 Q ~ WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM I I I I I y; o o n ' + 4 J 2 2"x10" HEADER U.O.N. 2 - - - 2 2 q !" LVL - ) w W 8.WNDOW FALL PROTECTION SHALL BE: PROVIDED PER A-303 - A-303 4 O b PROP• ll W GIRDER $OVE 113 J N NY5 8312.2 FOR OPERABLE WINDOWS) WITH SILL HEIGHTS 3-O TACKED in Z _ _ _ _ _ _ _ _ a ! I I ASHER N PROP. g O LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72' �t �' - - - ABOVE GRADE OR THE ADJACENT S)RFACE AT THE - - - I'-O" - 2 q " LVL RY BATH. #I B w a 0 O D ER _ oW BUILDING EXTERIOR. - = = GIRDER ! I � � - - _ I-O EARING DOWN I -- - _ O - EGRE55 NOTE: - - - - - - _: 0 3 114 104 lv 3'-O" 14 - TO FDN WALL • • 3 _ �LL Ir IN COMPLIANCE WITH NEW YORK STATE BUILDING I CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF - - - - - L ! (2) 2X4 POST B�ARIN6 3'-2° 5M/CO SM/Gl ' EGRESS SHALL BE FOLLOWED: II'-I ( II J'I in OWN TO FDN ALL Q _ I _ _ 0 NET CLEAR OPENING........... 5.7 S.F. 14 - - - - - - - 5'-6" N NET CLEAR HEIGHT............... 24' MINIMUM - Q NET CLEAR WIDTH................. 20" MINIMUM d L VI G PROPOSED DINING I PROPOSED W 1 ROOM BEDROOM #1 Q TYPICAL BATHROOM NOTE: O I. WALL BOARD CRANI-SPACE ® ® h E I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN �Nl ALL BATHROOMS UNDER-FLOOR I I PROJECT: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND VENTILATION - A-302 A O A-302 TUB SURROUNDS FLOOR ( III 1 11 I I EXPOSED FLOOR 4 2. SHOWER FLOORS AREA 384 S.F. =ry 4 p JOIST CEILING (EXIST.1 INDIAN NECK FARM 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 3X6 F.J. ® 25" O.GJ 11 2.2. CONCRETE MUD-5ET (SLOPE 1/9)" PER FOOT S.F. REQ. S.F. PROV. 2'-b" I - TOWARDS DRAIN) UPON 4'-2' 4'-2" - X 2 VENT 2.3. WATER PROOF MEMBRANE TO DOVER SHOWER 2.6 S.F. 2.7 S.F. - 20 GUEST H OS U E FLOOR, WRAP DRAIN d ATLEAST IS" UP WALLS REQD ( 1 I f-I-II -1 / d w PROP. 10 MODIFIED - - _ - 6 - �f� ) OYER NEW LAUNDRY ROOM: CRAWL SPACE r I- O 1. NEW WA5H / DRY HOOK UP (311 S.F) _ - - - L ' d 4 A A 4 4 A 4 A 2.COORDINATE LAUND. ROOM d DOOR DIM.'s 0 JLi 3375 INDIAN NECK LN W/ SIZE OF EQUIP. _ - - - - 101 - -- - - PECONIC, NY 11958 3.PROVIDE HOOK UPS A5 REQS PER MANU. _ _ _ _ DRYER EXHAUST NOTE: GRAWLSPACE - - I. DUCT SHALL TERMINATE TO EXTERIOR UNDER-FLOOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY _ VENTILATION II �2 EX STING RAWING TITLE: 6'-I" 4'-lOy2" 3'-12 6 -- ---- OPENINGS FLOOR COVERED 3. DUCT SIZE AS PER MANU. I AREA 3111 S.F. PORCH CONSTRUCTION PLANS 4.DUCT SHALL BE EQUIPFED w/ A BACK PRAFT DAMPER MODIFIED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I S.F. REQ. S.F. PROV. CRAWL 5PAGE - I NATURAL LIGHT VENTILATION CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ( (HABITABLE 5PAGE) (384 S.F) CONNECT THE DRYER TO THE EXHAU5iT DUCT SYSTEM ( RVE 2.I S.F. 2.7 S.F. 1 Q FLOOR AREA ISO S.F. SHALL BE LIMITED TO SINGLE LENGT-I5, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN O.OIb' THK RI61D A-303 L A-303 N m S.F. REQ. S.F. PROV. METAL W SMOOTH INTERIOR SURFACES WITH JOINTS I Q AGE: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST L16HTINC;MIN. 8% DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL OF FLOOR AREA 14.4 S.F. 21.2 S.F. SCREWS VENTILATION;MIN. 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 14% OF FLOOR AREA 7.2 S.F. Iq.7 S.F. LOCATION TO THE WALL OR ROOF TERMINATION. THE _ - l A-.01, 0 10 :1 MAX. LENGTH OF THE DUCT SHALL BE: REDUCED 2.5 III FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 110° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. - 14 - - -14 - - 14 - _ - _ 14 NEW PLUMBING FIXTURES: DATE: 08/08/23 7 OF 20 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. NEW EXHAUST FAN SHALL BE INSTALLED WHERE O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION n 403.3.2.3; INSTALL AS PER MANU. SPE-05 q NEW ATTIC ACCESS - PULL DOWN STAIR: 1. MIN. 350 # CAPACITY - - - - GON57RUC I ON PLAN C RCUNI� FLOOR 2.SIZE TO FIT MECH. EQUIP. THRU OPENING(MIN. 22"x30") "' 1 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. „ „ `'`- 4.WEATHERSTRIP ACCESS OPENING 8 PROVIDE R-41 INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING ' Cn DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 �,, `gym 3 A lMM1 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). �� � '♦, 5. INSTALL AS PER MANU. SPEG.'s b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. GONSTRUGT I ON PLAN - 1=0UNI�)AT I ON LEVEL 11 11 l�El ` ERAL. Q _ EXISTING TO BE DEMOLISHED NEA PARTIAL HEI0HT cl WOOD FRAME (L.O. 57L. Ld TO REMAIN GG WHEN APPLICABLE) Ld EXI5TIN /� ' NEW FOUNDATION WALL // NEW WOOD FRAME (L.O. A-201 5%. WHEN APPLICABLE) _ 3 Q •-+-' L0 � C NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL - O O WOOD FRAME (L.O. 5TL. D POST FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL w p .-- • O POST FOR (b" WALLS), U.O.N. „�-, N I NEW 2-HR FIRE RATED ` WOOD FRAME (L.O. 5TL. p C L0d' WHEN APPLICABLE) __ 0- 0 N X L) I FLOOR PLAN NOTES HIGH EFFICIENCY LAMPS: Q O m -t � NOT LE55 THAN 10% OF THE PERMANENTLY INSTALLED LI5HTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER � O DOOR NOTE: • 4-+ OI I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT 10 NEW FLOOR: 2020 NYS EGG R404.1 C O 0 .. I. NEW Jy" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); Q r- m 0 ON PLANS N JTERI WEN' (OR EQUAL). 5GREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INTERIOR. ON PLANS BY 'THERMATRU' (OR EQUAL), 2.NEW FINISHED FLOOR PER H.O. SELECTION HOT WATER PIPING INSULATION: 3. NOTE DOES NOT INDICATE EACH NEW DOOR MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. NEW TILE FLOOR: INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR II I. NEW TILE FINISH (H.O. TO SELECT) UPON FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: HALLS, U.O.N. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 5. INSTALL AS PER MANU 5PEG.'s I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING *LIGHT AND VENTILATION 6.PROVIDE (2) 2"x10" HDR., U.O.N. 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON FLUIDS >105°F OR <55°F (R403.4) _ '7. SEE PAGE 0-003 FOR ALL OTHER FRAMING 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 5GREW); 2 PIPING " AND LARGER IN NOMINAL DIAMETER ARTIFICIAL LIGHT: NATURAL LIGHT $ VENTILATION ° ELEMENTS AROUND DOORS (TYP. FOR /til L) U.O.N. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® 3. PIPING SERVING MORE THAN (1) DWELLING UNIT HABITABLE BEDROOM AREA: 124 SQ.FT. (HABITABLE 5PAGE) U I INTERIOR. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE REQUIRED LIGHT: 6 FOOT CANDLES / 5Q.FT. OSTAIR 4 RAILING NOTE: 1 �� „ „ 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD r 1. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10 O NEW 4x3 ALUM. CONGEALED DOWNSPOUT AS (I) 40W LED BULB = 450 LUMENS FLOOR AREA 124 S.F. n 1 i Tr - RISERS SHALL BE OL05EP 12 PER DETAIL 6. PIPING LOCATED UNDER A FLOOR SLAB W '!, UR1ED iPIN6 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL GFT. CANDLES X 124 50.FT. = 744 LUMENS NOT EXCEED THE SMALLEST BY MORE THAN 5. SUPPLY4 RE N PIPI G IN RE IRCULA ION SY TEM5 '744 LUMENS / 450 LUMENS = 1.65 S.F. REQ. S.F. PROV. 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". 13 GUTTER HIGH POI T (TYP.) OTHER THAN DEMAND RECIRCULATION SYSTEMS. MINIMUM (1.7) 40W LED LIGHTS REQUIRED LISHTINIS;MIN.AREA 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: OF FLOOR AREA q•q S.F. 6.0 S.F. 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. UNDER-FLOOR AREA VENTS MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES VENTILATION;MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 5.0 S.F. 5.4 S.F. 4.3. BELOW HANDRAIL, RAILS ON BOTH 51DE5: 27" MIN. 14 1. NEW 16"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET REQUIRED 4% OF FLOOR AREA 5. HANDRAILS SHALL BE PROVIDED ON 140T LESS THAN VENTILATION OP�NINS PER 2020 IRC R40&. ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 2• INSTALL AS PER MANU. SPEG'5 WITHIN 3'-0" OF Z PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM v OR MORE RISERS, AND WHERE SHOWN ON PLANS. BUILDING GORN�5. Q AREA J 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 3. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL =_ 0 WALKING SURFACES LOCATED MORE THAN 30" ABOVE VENTS BELOW GRADE; INSTALL PER MANU. SPECS. - " m FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. MECHANICAL VENTILATION Q 7. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT To INTERIOR LOAD EARING WAL I2 13 O 12 HABITABLE BEDROOM AREA: 124 SQ.FT. ° - (IS AS INDICATED BY TGHINC __ _ CEILING HEIGHT: 7.0 FT.ALLr n HANDRAIL PASSAGE OFA 4' 4I SPHERE;'.36" HIGH AL16N STUDS OF B�ARINS HALLS TO LAND DIRECTLY r -- -- REQUIRED VENTILATION: 0.35 CFM / HOUR (AGH) lJ J HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OFA 4" Qr SPHERE. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. (124 X7.0 X 0.35) / 60 = 5.06 CFM 5. GRIPPABLE RAIL AS PER CODE. q. RAILING TO BE WOOD. 16 FLOOR DRAIN: NEW 3" GUARDED �LOOR DRAIN w/ 3" TRAP -- ----------- ..._-- -----__--__--_--_._-_---__-__ _---_-_-. . 5 GFM VENTILATION REQUIRED SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Q SMOKE /CARBON MONOXIDE COMBINATION DETECTOR U 0 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS �y ARE NOT INTERCONNECTED, AS PER NYS 8314.4. �_ 3.PROVIDE SMOKE/ CO DETECTORS A5 INDICATED, AND Ea PEP, GENERAL ELECTRICAL NOTES ON PAGE 0-002. ,5 TO MAINTAIN 5' MIN. 4 40 HORIZONTAL SEPARATION BATHROOMS FROM 5UPPL'Y/RETURN TUB.DUCTS OVERHANG _ -.--. ------_----_ _.__. _ _____-__.-...____.----.__....__..-_--- I i LINE OF EXIST 10 -'_�- G.T. w/ t•7' G.H. 5. INSTALL ALL AS PER MANU. SPEC.'S - 6 N COMPLIANCE WITHSMOKE DETECTOR N OGARB ODMONOXIDE DETECTOR OVERHANG j F 204 8 Ro WINDOW NOTE: w L LOCAL - 13 I r BATH #2 E m 4 I, ALL NEW WINDOWS 4 DOORS SHALL BE FLEETWOOD _ = - _ _ _ _ _ --- =N = BEDPROP,ROOM4 tLu - 3000T, OR FELLA ALL WEATHER, CASEMENT, DOUBLE- B �ry Z Z HUNO,OR GLIDING (AS NOTED). INSTALL. AS PER MANU. _ 3 SM/GO � 4 < = 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 6:12 PITCH 6:12 PITCH - - 13 0 N Q V SEE NVON ULE. 3.FOR SUBSTNTUTIONS, SEE 1 NO E #11 IN WINDOWS __ ._.._ _. � � __ ____._ _---. Q �J1-201 -,vl'-2"F 4'-5° 205 / 11 Q AND DOORS ON PAGE 6-002. \ Z 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 4 3 - -3 O - / -2 g'-b �2 N 0 5. ALL DOUBLE HUNS WINDOWS TO BE TIL" WASH 6.b IGEN FOR ALL SKYLIGH SLL BE 4 OPERABLEPANELSOF --- SOLAR ROOF SOPROP. TE5LA LAR ROOF P. TESLA __-.__.T..___.. m 0Z a SWINGING, SLIDING, 4 BIFOLD DOORS (SEE MANU. - (SEE MANU. SM/GD � u1PR0P' i!1 w cn 6.2. WITHIN IS OF F.F. SPECS) SPECS) ---- _..- X 4 _ BATH. w 6.3. WITHIN 24" OF A DOOR - --- \\\ I ® lu -- #3 8 ® Vi Z 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING OPEN T BELOW m 5 7 II Z Q 6.5. WITHIN TUB/SHOWER ENCLOSURE:= r Q -----..._-�_�__----__�_-___..__--_-- --.__.___ .__..__...__._..._.__._._.- -- -- _.---- . - 2 10 I I ( (V 203 -- Q ~ (oh. SEE AL50 OENERAL TES ON PASE SEE PAC7E 7 W NDOWS TYPOOOR AR FRAO.�PROVIDE AT A6 ELEMENTS OU�MUM tt10. 1'-10,:2 , - . -- -- _.._..... __ _. _ �2 \ _ = I 2'-3" 2'-2" I�--2'-8" 5'-O" w l - - - - - - - - (2) 2"x10" HEADER U.O.N. 12 O 13 12 13 I2 - -- - --- -- - - -.. .- - I OVERRAN _ _ =I% _ - _ _ - � _ _ ® m' 206 1 q w uj S.WINDOW FALL PROTECTION SHALL BE PROVIDED PER O H G uj NYS 8312.2 FOR OPERABLE WINDOWS P4ITH SILL HE16HT5 - J I = 02 Q N Z p LE55 THAN 24" ABOVE F.F., THAT ARE 'MORE THAN 72" ----- -- - - --------- J �i -O Z d F- ABOVE GRADE OR THE ADJACENT SURFACE AT THE _.__._... --- - -. __..__---_-_____-_-__-- _. .-_. --.-- ,-_-_--- ------------ _...__ __.--- .- - _ ._...-.__----. _----.-- .- -_.__-__-- ---._...-- --...---__-.- i0 in w w BUILDING EXTERIOR. PROP. o 10 - --- -- - - L 12 HALLWAY EGRESS NOTE: _. _. - - __ - - --- - - ... -- - - - -- --- - - _ ---- v 0 � IN COMPLIANCE WITH NEW YORK STATE BUILDING N�l CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF -" ----- - - --_-__._.._ A-302 m A-302 i w EGRESS SHALL BE FOLLOWED: I - PROP. ail PROP. TE5LA - -- - O m NET CLEAR OFENINO........... 5.7 S.F. SOLAR ROOF 14_-►y2,. N ............. --- (SEE MANU. N-7 .. _.._ _ .. BEDR00........... - SPECS) I L3 LINE OF EXISTNET CLEAR HEIGHT. 24 MINIMUM � - ,_ � NET CLEAR WIDTH..... 20 MINIMUM '� G.T. w/ t7' G.H. =N ui PROP. TESLA 0 Q OTYPICAL BATHROOM NOTE: N SOLAR ROOF = ' T c 1. WALL BOARD - I.I. INSTALL MOISTURE RESISTANT G`r'PSUM BOARD IN (SEE MANU. A)U _v..--- - - - __ __.__ _.-----..-___- -----•_._-_ _..- - .. ALL BATHROOMS - - -,._ - (� 0. I1 - - m PROJECT: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS __ .__ .____..-. ___ ____ .__._ __._.__.___._._________- _..__ 2. SHOWER FLOORS INDIAN w 1 A/� 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON __.-_.. ___r..._...._.__..__._._ _�. ._ -_-. _-. -_. ._ _- -.._. _ . _- � 2.2. CONCRETE MUD-SET (SLOPE 1/8" PER FOOT 0 FARM TOWARDS DRAIN) UPON - " m GUEST HOSUE 2.3. WATER PROOF MEMBRANE TO COVER SHOWER Q A-201 0 FLOOR, WRAP DRAIN 4 ATLEAST 18" UP WALLS V PROP. TESLA SOLAR ROOF NEW LAUNDRY ROOM: 1. NEW WASH / DRY HOOK UP -- _ _-- (SEE MANU, _. -.- --- - _-- __ __ __ _ _ _ _._ _ _-- *LIG NATURAL LIGHT VENTILATION 3375 INDIAN NECK LN HT AND VENTILATION SPECS) O (HABITABLE 5PAGE) 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s __ -- - _ __..._ _--.--. ----.- - --------_ ._._._ - .--- _.----_-___.___.... .-------.._----.--------- --- __ - m w/ SIZE OF EQUIP. `Q ARTIFICIAL LIGHT: HABITABLE BEDROOM AREA: 143 SQ.FT. FLOOR AREA 143 S.F. PECONIC NY 11958 3.PROVIDE HOOK UPS AS REQ'S PER MANU. -- - - - REQUIRED LIGHT: 6 FOOT CANDLES / 50.FT. DRYER EXHAUST NOTE: - - -.-.-- - - - - -. - _ . -..-- - - _. __.__-- .._._____._--... ..-____ _... --------- (1) 40W LED BULB = 450 LUMENS S.F. REQ S.F. PROV. I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY __......_...---_--- --_----.-___---____-- _--_ ._. ._.._._---.___-.--.._--__-_ --_ -----_... . __. __._-.._._-__--_.---- -___-..- _-- _ _ __ _---..._- .--.- .- -.- --.._-_- . __---- -. __-. _ GFT. CANDLES X 143 SQ.FT. = 858 LUMENS L16HTIN6;MIN. 8% DRAWIN_G_TIT_LE: OPENINGS = • OF FLOOR AREA 3.DUCT SIZE AS PER MANU. - -.- ._... - - - - � 858 LUMENS / 450 LUMENS I q 1145E O 5F. MINIMUM (I.q) 40W LED LIGHTS REQUIRED VENTILATION;MIN. CONSTRUCTION PLANS 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER 5.7 S.F. 7.5 S.F. V v 4% OF FLOOR AREA 5. TRANSITION DUCTS SHALL NOT BE GONC:EALED WITHIN _-.-__.__._..-_.___.__._._.......____..__ ._.___.___._..____.-_____. ___._-__ __.__ _ __. _.._._-_.___._ _._. F- __.___..___.._.-_ __ _.._--__.._ _._._-_ _.--.___-_-_._.__,__.____ _._____ F- _._.______._._..._ MINIMUM (2) 40W LOW VOLTAGE LIGHT FIXTURES CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CL REQUIRED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _ -- _ _- _._ - . .. N --- -- .- -_ _ ._.. _ N SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO `" EXCEED 8 FEET AND SHALL BE LISTED AND LABELED V ------.--.--_._._ _____-_.-_____-_-_�._.____-_____.__---_.-_-.. -----_.____.-.._.._--a _._.---.----__-_--_-_-._. _-- ----_---_-_------.___-- ------_-._. PROPOSED (2) FIXTURES WITHIN HABITABLE BEDROOM IN ACCORDANCE WITH UL 2158A. AREA 6.EXHAU5T DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST MECHANICAL VENTILATION PAGE: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL FU- , ___ .__.-__. __.._..-_ -__-_.. __...____._____._ _,_.__ __..__..____._._,___..____.._______.___._. ._.__._._.-..- HABITABLE BEDROOM AREA: 143 SQ.FT. SCREWS PROP. STANDING PROP. TESLA CEILING HEIGHT: 7.0 FT. - SEAM ZING ROOF, - SOLAR ROOF -- - - ---- REQUIRED VENTILATION: 0.35 CFM / HOUR (AGH) PrE 7. MAX. LENGTH SHALL NOT EXCEED 25 F'r FROM DRYER TO MATCH EXIST94 . (SEE MANU. m _'o 0 0 J= LOCATION TO THE WALL OR ROOF TERMINATION. THE SLOPE (TYP.) ----- MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 _ ___.___ _- _. ___. SPECS) -- ____.._.__..- -_-- _.._.__.----._._--__.___----_-------_---- (143 X 7.0 X 0.35) / 60 = 5.83 GFM FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES _.__-_- .-__.-_ -_..---- .-- _._. --_ _-- . ---.-_-.-_ -_._. -______.-__. F NOT INCLUDE THE TRANSITION DUCT. DATE: 08/08/23 6 G M VENTILATION REQUIRED NEW PLUMBING FIXTURES: 8 OF 20 OALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. -... ------- -.__--._.____.___ _.._-.- _._ _. . ___-- - ._ _-. -- ___ __- -. .--.------ SEE _. SEE ALSO PLUMBING GENERAL NOTES ON PAGE G-002. ONEW EXHAUST FAN SHALL BE INSTALLED WHERE I3 13 G0N57�UGT i ON PLAN - SEGOI `t� FLOOR 8 VENTILATION IS NOT MET BY MEANS OF NATURAL 12 12 12 12 CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION EXIST. 403.3.2.3; INSTALL AS PER MANU. SPECS PORCH SCALE: 1/4" = I'-O" �P,�4�A��a��F;`p�o, q NEW ATTIC AGGESS - PULL DOWN STAIR: ? O I. MIN. 350 # CAPACITY 2.SIZE TO FIT MECH. EQUIP. THRU OPENING-% (MIN. 22"x30") Ct: ' 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q � INSULATION ABOVE w/ WD. FR. (OR EQ.) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING €� L DWELLING WHEN OPENED, AS PER NY5 ECC R402.2.4 �+ THERMALEENVELOPE OF BUIL( MIT HHN ATTIC ACCESSDDING) OT PENETRATE CONSTRUCTION PLAN � ROOF �� OF V1 5. INSTALL AS PER MANU. 5PEC.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. SCALE: 1/4" = I'-O" 'v IV ND FLOOR i POOP, MATERIAL POCKET DOOR TBP ---------- FIRE JL TAG DESCRIPTION MANUFACTURER RATINGNOTES 202 POCKET POOP, TBD < -_--- Ill HEI6HT I _ail K 45 MIN. RATE :205 POCKET POOP, TBD Lu 5ELF-CLO51N& LLJ FIRST FLOOR 204 i POCKET DOOR TDB 6-8ll • cy) C\j I NeLE Z-5 DOOR 61-all Lr) 205 DOUBLE JELD-NEN 41-41 c WITH (2) 1'-11" THERMATRU 101 0 SIDELIGHTS d 2011 DOUBLE 'JELI 41-411 6-all MODEL 1:21-011 0 #NLODI20611-4 I ANDERSEN 102 1 D I N C-7 DOOR ANPF 2� F sL BASEMENT 0 -011 —all (01-all x z cu -SINGLE THERMATRU bl-all (01 l 1 0 1 L—­ c 103 JELD NCL SINGLE 001 0 0 4-J 104 POCKET DOOR T5 M -- (D ALL NEl NlNr�>OkI45 51HALL BE ANDERSEN; INSTALL AS PER MANU. 5FEC.'s. SEE PAGE "5-005" FOP, NAILING 6 5TRAPPIN5 DETAILS. 0 +j r- MODEL 4—J 41 Lr) 105 SLIDING POOP, ANDERSEN 0c\j 0 cu cl: 0 NlNr�)CN CHART 6'-8" MODEL 106 SLIDING DOOR ANDERSEN 61-0 #FNHID60611 -- EGRESS V41NMOV4 DIMENSION CLEAR LIeHT V=- aI6 E.N7.1 - T 1 ! I i 0 IIl III iiIII ii iII1!I _lIiIIIII iiIIIiiiIIIIIa!II IIIi l- iI Ii'IIIII fd�iI III1II 333335IItII 1!III ,ii(IIIiIIII!II!,i —i!iII,iIIIII ii l�iiIIiiI—!III1 III IIIIIIIiI{ ijIIIIi!I Iii1i 1i III -1iiII IIiIIII tIIi II _IiIII II iII IIIIII III 1iii(II -!Ii(iJIIIIIIIIiri,I!iIf!II III!IIIIIEIIIIII IIIIII— III III II iI IIltIIi IIiI TAIS, WIDTH REOD: 20" PER PER PENINO FROV. PROV. T"rFE MODEL TEMP. 101 11 SINGLE JELD-WEN �E 21-5 J� HEI,5HT REO'Di24" UNIT UNIT PqIDTH HEIGHT DOUBLE JELD-NEN 41-011 OPEN li 5.1 5.F 105 21-0 4'-4" 1011 OR -----------i -0 POICKE-T TED 51-1011 61-511 Es-111----]E-1 ANDERSEN 014 i "73 15/161, 110 T - ll 1 0 J- B (1) CXN155 PO CKE DOOR 75V 0 SEN CH14 65 5/a E31-FOLD JELV44EN L---------- 4 P (4) ANDERSEN OR155 (D 5.2 45 11 11:2 DOUBLE JELD-HEN :21-411 5j m --------- ANDERSEN OV4145 5.0 7.5 51511 2'-4 ANDERSEN 3/8" r,.'7 115 1 7-61 DOUBLE jELM-NEN -all PROPOSED REPLACEMENT 0 114 DOUBLE JELD-Il 5-OIII EX15TIN; ATTIC \/ENT TO MATCH 0 NEW HOOD FASCIA PB�FwaZ_A IQvxJFFFoxvwQxUFUJxNIo ic 1G c cd PROPOSED TESLA SOLAR ROOFIl TO MATCH EXISTING ROOF PITCH W • •� O PROPOSED VERTICAL (SEE MANU. 5111 um HOOD PLANK 51DINO PROPOSED TESLA SOLAR ROOFINIS, TO MATCH EXISTING ROOF PITCH (SEE MANU. SPECS) 0 00.0 Wm! CID JIM w Z Z Lu ui, Will L uj 0 PROPOSE L a. HOOD PLANK SIDINO v VIERTI Lu PROPOSED-,"", \/ERTICAL lin z V400D PLANK Lu Mu b" z (�D 0 uj Jj 4-A/201 SOUTH BUILr7)INO ELE\/ATION (RIOHT SIDE) 0 - 0 i�jl 0 j —7PROPOSED INSULATED OLA55 LPROPOSED FRONT DOOR WITH \�PROPOSED INSULATED &LASS u- I SCALE: 1/4" 1'-0" WINDOW TO MATCH EXISTINIS (T"rP) 5IDELISHTS AND INSULATED WINDOW TO MATCH EXISTINO (TyP) 5-A/201 FAST BUILr7)INO F-LF-\/ATION ril SCALE: 114" 1'-0" PROJECT: INDIAN NECK FARM GUEST HOUSE PROPOSED TESLA 50 AR ROOFING TO MATCH EXISTING ROOF PITCH (SEE MANU. SPECS) 3375 INDIAN NECK LN D HOOP FA501A PROPOSED REAR DECK PECONIC, NY 11958 PROPOSED E DRAWING TITLE: SLIDING DOOR XTER'OR/ PROPOSED TESLA 50LAR ROOI TO MATCH EX15TINO PROPOSED VERTICAL HOOD PLANK 51DINO ROOF PITCH (SEE MANU. SPECS) PROPOSED TESLA SOLAR ROOFING TO MATCH EXISTING ,1II!I i,IIl(ii!iIIrii!►I II ,.I I;I 1 II�r; IIIi!rI j,I!!IiIiIiI:I ,'AIkIrIi7 kI 1II1IIIl(II,I i1I{�iIiI.�ii'iiII{i,IIaI' 1IiIiI+IIIi1iII I IIlI{iIi:;i i1iiI IiiI Ii((i�I I�Ii IIiI '——1—I;IiIII;IiI,ii'k!iIIl IiIiI{4iII-S i! D--1II!(1ItIiiji_I-iIi--IIIIii'�IIf'IiiIIfi;; J�liII1![fL= tIIr-IIli!i: iIl,l'_-ii!Iik!ItII,IIfIi(j;_-cii�I 1!iIII(!IIII�fIIIlIi --III1,Iii!vIII!IIiIfII I ,!tI.I!'II''iI'Ill_-iIIiiIIIii!IiiiIiiIIIIiiI —�IIIIIiiIIII!IIi,iii!(II II!IIiIIIII tIIIII1!;�PIiIItII IiPIIiIIiIl II \CIL IIIIIIIi l,IIIIII JiIII!--IIIIi �iIIi I,it�,_iI i!III i,iIfIII� i[-iIIIII _J-1iIi-'t II II1Ia - ]liiIi l'-\ii,i!ik�I! iIi I,I}}II III _Ikiik� IIIi Iii1iiI I'IiIII�IIIiIIii� iII-I II!fIII Iii;i iIIIiIIiiII 1III ROOF PITCH (SEE MANU. SPECS) `IRftIIIiI'i'IIIIrIi,iIII� {(IIIIIiIIIIII!I!A HiiitIi- II IiIiIIiiI I 2.m —EiiEIfI ),Ii!IIIII i Ik!iIiriiiI!I, IIIIIiiIIII i ri�1I 1I.I!(i!lII�II O 1iiilI!I�,iIi I Ii i1{ii�{Ii,!I1IIIiIiIIIII�Ii' IIIIi,I, i'OIiIiiiIIiIII I!IiI III{iI!�IiI 1 1 DATE: 08/08/23 9 OF 20 PROPOSED \/ERTCAL--,,, 5 HOOD PLANK tMANC7 1 ! CH) ?-S r A ! PROPOSED < VERTICAL HOOD PLANK Ilk I ! GE) T '5HT UNIT /ATF1 I -A/201 NEST BUILr7)INO ELE\/ATION (FRONT) 5r-,ALE: 1/411 -011 N (LEF1SIDE) SCALE: 1/4" = P-0" BUILDING 5ECTION NOTES Q NEW ROOFING NOTE (TYP.): O 1. INSTALL NEW HOOD SHINGLE ROOF OR STANDING SEAMn ZING ROOF (5EE ELEVATIONS FOR LOCATIONS) � l��J LJJ 2.INSTALL ICE AND HATER SHIELD FROM FASCIA UP TO W 24" FROM IN5IDE FACE OF STUD MALL AND AT VALLEYS D OVER 5.INSTALL 15 # BUILDING FELT N.O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHIN6 (B;-OGK ALL SEAMS) w N 5. GAP SHINGLE OVER RIDGE 4 HIPS (A5 R:EOV) C 0) 6.PROVIDE RIDGE VENT (AS REOV) -F� 'I. FLASH ALL VALLEY5 S.INSTALL DRIP EDGE AS REa'D � I j 0) (0 ci. INSTALL ALL AS PER MANU. 5PEG.'s -v • O � O TYPICAL ROOF 4 CEILING CONiTRUCTION: C14 >7 • NEW ROOFING AS NOTED LOZd- • 1/2" GDX PLYHD SHEATHING (BLOCKING ® ALL PLYHD C" SEAMS) v x • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER O V 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) • PROVIDE R-401 BATT INSULATION WHEREVER ALLOWED O O m -+­ , PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE" THK. SPRAY FOAM INSULATION (R-49 ® R-VINGH) �� A I" CV ; • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q 0 a: 2 0 �0NEW EXTERIOR NALL CONSTRUCTION (T(P.): FOR PORTIONS OF NEA EXTERIOR HALLS: • "VENTED TYVEK" HOUSE HRAP (OR EOUAL) UPON • 1/2" GDX PLYHD. SHEATHING (BLOGKIN6 ® ALL PI SEAMS) UPON • 2"x6" STUDS ® 16" O.G. W DBL. TOP PLATE 2" OAM IN5UL.ATIO -W R-II BATT IN5U�TIONN •�5 8" GYPSUM B L-11-25H �✓ v �� e NEW SIDING NOTE (TI U O4 I. INSTALL NEW HOOD 5HINGLE 5IDING,STANDING SEAM ZING 5I1;>ING,OR VERTICAL HOOD PLANK SIDING (5EE n , ELEVATIONS FOR ( LOCATIONS) ) 2."TYVEK' HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION HALL • TYPICAL FLOOR CONSTRUCTION_ OONNEOTION 'A' AS O I. FINISH FLOORING TO 5ELEGT PER F FOE 0-005 ) r 1 2. 5/4" T40 GDX PLYHD. 5U5FLOOR: GLUED 4 SCREWED v 5 ED ONP PLANS - AT SPANS OVER 8' INSTALL X.RAGE 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) B. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS (n i 0 2 All Q EX I ST I NO ROOF STRUOTURE TO REMAIN > S\ OONNEOTION 'A' AS W J PER FAOE 0-005 W NEN RIDOE a QI uiV EXIST 1 NO ATTIC., FLOOR TO BE REMOVED; ROOF N W i s / T TO BE OPEN BELON V417H STRUOTUR LRI DOE 0cr w 0 2 X 8 RR @ 16 O.G. (2 X 10) �z o NEN (2) G 1/2" L\/L O I RDER N/ W © / / SUITE#4 �`J \�'4 S I MFSON JOIST HNOERS W w 202 4 \`v N Z O / / \ \ N G. ~ Z O .V W w I� 3 - — T_ ° / L � J � N -� W OD — Q \ - - - / MOD. F.J. AS PER PUNS � - - - - - - -- — - -- - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - � — ' o o I - - -------- - - - - --- NEN S I D I NO CONNECT 1 ON '51 ' AS R OJ ECT: i ON HOUSE PER FA5E 0-005 KITCHEN NRAF (7`r\/F_< NEN R.R. TO TOP _ INDIAN NECK FARM > jos OR EOUAL) PLATE GUEST H OS U E ,I I �< 1/2" 0YP. BRD. ON 2x4'5 © 12" ! ON 1/2" O.S.B. FOYER t tu 100 O.C. N/ FULL I NSULAT 1 ON (R-21 SHEATH I NO ON MIN.) 2x615 @ 16" NEN EXTERIOR 3375 INDIAN NECK LN O.G., TYP. INSULATED BI-FOLD PECONIC, NY 11958 EX I ST I NO WOOD FLOOR ! DOORS TO BE RE-F I N I SHED TDRAWING TITLE: I/2" OYP. BRD. ON 2x4'5 © 12" O.G. NEN PORCH UILDING SECTIONS N/ FULL I NSULA71 ON (R-21 MIN.) OR PATI O - - - - - - - -- - - - - -- - - - - - - — -- - - — — — — — — - - - — — — — — — - -- - - -- - - -- - - - - - --- -- -- - -- - - --- -- - - -- - - -- -- - - -- - - - - - - - - - - - - - - - - - EXISTING WOOD FLOORING TO BE REFINISHED T-II 4 I xAGE: --- � 9w� ( YJ �\X� � �J ( ( ' (X } m30 :lm0i 1 \---FULL INSULATION (R-50MIN) I I � LFULL INSULATION (R-30 MIN.) �� PATE: 08/08/23 —10 10 OF:2:0:] 2-7 0 0 m d m d I(1 d Kj d Z 1 d A-403 BU 11.._D I NO SEOTI ON I —I/A-501 BU I LD I NO SECTION 2-2/A-501 SCALE: 1/2" = P—O" SCALE: 1/2" = P—O" BUILDING SECTION NOTES Q NEW ROOFING NOTE (TYPJ: I OQI. INSTALL NEW WOOD 5HINGLE ROOF OR STANDING SEAM! ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) Li 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Li 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS v OVER 5. INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) S. GAP SHINGLE OVER RIDGE 4 HIPS (AS REG'D) •— Lo 6.PROVIDE RIDGE VENT (A5 REO'D) c Q Q,^ w 7. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REO'D W 9. INSTALL ALL AS PER MANU. 5PEG.'e� w �— 2 TYPICAL ROOF 4 CEILING CONSTRUCTION: Q >" � N I . �--- r- • NEW ROOFING AS NOTED c: Lf) z • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD SEAMS) v 0 N • R.R., G.J., S G.T. AS NOTED ON PLANS (® SPANS OVER >, v I • PROVIDE R 49 BATT INSULATIOe,' INSTALL "X" ERIMCSINS a N El^I HEREVER ALLOWED O Q m ++ , PER ATTIC, SPACE; IN ALL OTHER AREAS, PROVIDE -1" THK. SPRAY FOAM INSULATION (R-4a ® R-WINCH) +' N O +' • PROVIDE 2" THK. SPRAY FOAM IN°iULATION ® EAVES NEN ROOFING ON ON 1/211 .BO.S . Q • ° • Q a-- 0- � 0 O3 NEW EXTERIOR WALL CONSTRUCTION (TYP.): DECKING N/ FULL INSULATION (R-4CI FOR PORTIONS OF NEW EXTERIOR WALL5: • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON MIN.) • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON F-7",• 2x6" STUDS ® 16" O.G. w/DBL. TOP PLATE --,-_. --- __. __--I .. .' - -- I _.._ -- '- -- - l- a i 1 ' 1 2 FOAM INSULATION W/ R-II BATT IN5ULTION ^-! • 5/8" 6YPSUM BD. WALL FINISH ° — I I NEW SIDING NOTE (TYP): -- O4 I. INSTALL NEW WOOD 5HIN6LE SIDING, STANDING SEAM ZING SIDING, OR VERTICAL WOOD PLANK 51DING (SEE I i 1 ELEVATIONS FOR LOCATIONS) !- --- - --- - - --... - .. ---- - - _ W 2. TYVEK HOUSE WRAP (OR EQUAL) I - I --1 I I f. 5. INSTALL ALL A5 PER MANU. SPEC.'• 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION ) ( I I { ! V 5. 51DIN6 SHALL EXTEND TO TOP OF 'FOUNDATION WALL • —1— f TYPICAL FLOOR GONSTRUGTION: ' O I. FIN15H FLOORING TO SELECT x r 2. 5/4" T45 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED '' V 5. F.J. AS NOTED ON PLANS - AT SPANS OVER B INSTALL ( X' BRACE ® MID5PAN �C „ 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST �� TI FLOOR AND FOUNDA OW X P RR © I6 O.G. 2 X IO 2 ( ) 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS - 2 Q EXISTING ROOF JOISTS TO U) BE APPLIED TO GE I L I NG (NON—STRUCTURAL) �JX X xi \ \ GE I L i NG TO BE REMOVED q. 5/8" GYP. BRD. N/ F L INSULATION (R-4q MIN.) \ EXISTING ROOF STRUCTURE TO REMAIN \ 3 ui W j J I w ' W A / � � / 1/2" GYP. BRD. ON 2x4's © 12" O.G. N/ X1571NO ATTIC OCR TO BE RE OVED; ROOF / FULL INSULATION (R-21 MIN.) O BE OPEN BE CSN NI TH STRUCTUfi�AL R I DC E / o z a I U 'W I i I EXISTIN I NC�OD FLOO NO ------ , ' 1 — - z o TO B QEF I N 1 SHED, YP. a -- --- -- j —— \ - - N Z Z = 0 - I NEN SIDING ON HOUSE NRAP (TYVEK OR EQUAL) W J J ON 1/2" O.S.B. SHEATHING ON 2x6's © 16" O.G., W TYP. o z I � g � z IL 0 w W 1/2" GYP. BRD. ON 2x4's 12" O.G. N/ FULL o U LL M INSULATION (R-21 MIN.) M N vv W 0�0 O I PROJECT: INDIAN NECK FARM I GUEST H OSU E — EXISTING HOOD FLOORING TO BE REFINISHED/ T''�P. 3375 INDIAN NECK LN FULL INSULATION (R-30 MIN.) I PECONIC, NY 11958 DRAWING TITLE: BUILDING SECTIONS a I a s I Z e a d d a c d d e I d` d d . PAGE: A-402 0 J. ■ DATE: 08/08/23 11 OF 20 BUILDING SF-GTION 5- 1/A-502 SCALE: 1/2" = I'-O" 7D r ?� � N�v:� BUILDING SECTION NOTES a NEN ROOFING NOTE (7-YF.): O I. INSTALL NEW WOOD 5HINOLE ROOF OR STANDING SEAM ZING ROOF (SEE ELEVATIONS FOR LOCATIONS) 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO w ` W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS .J Q OVER 5.INSTALL 15 # BUILDIN6 FELT N.O.NJ OVER w (� 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q ++ 5. GAP 5HINOLE OVER RIDGE 4 HIPS (AS RECD) 6.PROVIDE RIDGE VENT (A5 REOV 7. FLASH ALL VALLEYS C S.INSTALL DRIP EDGE AS REO'D a. INSTALL ALL AS PER MANU. 5PEG.'s 2 0 TYPICAL ROOF 4 CEILING CONSTRUCTION: N � I • NEW ROOFING AS NOTED C: Ln Z l4q- • 1/2" GDX PLYWD SHEATHING (BLOGKIN6 ® ALL PLYND 0 .— r SEAMS) v Y (V \ • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER O U & INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) • PROVIDE R-411 BATT INSULATION WHEREVER ALLONED PER ATTIC SPACE; IN ALL OTHER.AREAS, PROVIDE-I" O e 0 m 7.., . Lo THK. SPRAY FOAM INSULATION (R:-4Q ® R-'7/INCH) • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES c 0 . v Lf. 5 NEW EXTERIOR NALL 00N5TRUCMON (TYP.): � 0 > O FOR PORTIONS OF NEW EXTERIOR k4ALL5: • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PL 6.0 5EAM5) UPON • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE • 2" FOAM INSULATION W R-11 BATT IN5ULTION • 5/8" 6YP5UM ED. WALL FINISH o - NEW 51DINO NOTE (TYP.): U O4 I. INSTALL NEN WOOD SHINGLE SIDING, 5TANDIN6 SEAM ZING 51DIN6, OR VERTICAL WOOD PLANK 51DIN6 (SEE m \ ELEVATIONS FOR LOCATIONS) I I I / 2. TYVEK' HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC.'s 4 J I 4.PROVIDE ALL NFOE55ARY TRIM I=OR PROPER INSTALLATION 5. 51DINO SHALL EXTEND TO TOP 01= FOUNDATION NALL • ' TYPICAL FLOOR CONSTRUCTION_ O I. FIN15H FLOORING TO SELECT ` 2. 5/4" T 4 6 GDX PLYND. 5U5FLOOFZ GLUED 4 5CRENED V 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTA=L 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST / FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS VJ CONNECTION '51 ' A5 PROF05ED TESLA FER PAOE 0-005 SOLAR ROOT=I NO 2"X8" COLLAR TIES NEN R.R. TO G.T. TO MATCH EXISTINO �\ 32" O.G. AT 3 FROM ROOF PITCH (SEE R.R. MANU. 5PEG5) Xj T F- w a S i PROP. 2x8 COLLAR TIE CJx Lu W •/ J 1 '( . (GONTRAGTOR TO ENSURE THAT THE COLLAR TIE 15 z z / S INSTALLED � DOWN FROM THE a " W NON STRUCTURAL RI DOE) o m - — --- --- F- a U ' Y W Inl ' I tn z Z �I I --- --------- - ---- -_= IIS — _ — 5/8" GYP. 5RD.O 2 X 8 ui W J W LJL ROOF FRAMING ©I 16" O.G. ( - vi w z 50 IL p W W 09.) p NEW SIDING ON HOUSE NRAPilu ---- - -- 1 (7`r\,/F-< OR EQUAL) ON 2 0.5.5 m SHEATH I NO ON 2 X 6'S © 16" O.G - W i I ¢ I II 0 0 In I' I GYP. BRD. ON 2X4i 5 @12" O.G N/ PROJECT: , NSIDING ON FULL I N5ULLAT 1 ON (R-21 MIN) I IN ERIOR FACEINDIAN NECK FARM EXIS71NO NOOD FLOOR I NO TO BE O U EST H OS U E EX 1ST 1 NO NOOD REFINISHED, TYP. - - FLOORINO TO BE 3375 INDIAN NECK LN _ _----- - - _- - PECONIC, NY 11958 mAMA�� FULL FULL INSULATION (R-30 MIN.) NSULATION DRAWING-TITLE: - I BUILDING SECTIONS 5 i i PAGE: A-3 0 30" ■ 0 1 ° DATE: 08/08/23 12 OF 20 4 d d d a dd a d a d a BU I LD 1110 SECTION 5-2/A-503 SCALE: 1/2" = 11-01 E3U I LD I N0 SECTION 4-1/A-505 SCALE: 1/2" = P-O.. 0 fy V, 4 DOOR SCHEDULE Q DOOR ROOM/ NOMINAL DOOR 00 FRAME FRAME JAMB HEAD SILL HARDWARE FIRE REMARKS 0 1 $6 1 NUMBER SPACE SIZE MATERIAL YPE MATERIA TYPE DETAIL DETAIL DETAIL SET RATING W W GROUND FLOOR —� v 100A FOYER EXISTING WD WD F1 A H1 S3 TBD SEE ELEVATIONS 101A SUITE#1 T-0"X 6'-8" WD D1 WD F1 J1 H1 S1 TBD Q ++ N SCHEDULED WIDTH PER SCHEDULED FRAME • C � LATERAL BRACING @ 12"O.C. POCKET DOOR GUIDE L. PER SCHEDULED FRAME 102A SUITE#2 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR O q 102B SUITE#2 Z-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR `"- Co SEE SCHEDULED 103 BATH#1 Z-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR "v OPENING SIZE- GYPSUM BOARD HEAD DETAIL _ o �POCKET DOOR TRACK AND /8" SEE PLAN 3/s° 104 BATH#2 2'-6' X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR .�.., N I TROLLEYS.SEE HV'l.SCHED. (LEVEL 5 FINISH) 105 POWDER ROOM 2'-6"X 6'-8" WD D1 WD F1 J1 H1 S2 TBD 0 C Lo Z "t / PROVIDE SHIM AS REQ'D j A -� 108A MUDROOM T-0"X T-10" ALUM I GL - ALUM F1 W3 W2 S3 TBD - SEE ELEVATIONS 0 •� �-- "N GYPSUM BOARD----&. ( /7—PROVIDE _ _ 108B MUDROOM 2 Z-0"X 6'-8" WD D2 WD F1 J1 H1 S1 TBD X -y BLOCKING AS REQ'D � = w o w o 108C MUDROOM 3'-0 X 6-8" WD D1 WD F1 J1 H1 S1 TBD O U U°�' SEE SCHEDULED z .3 _ 7 C � CO /r—PTD WD TRIM.SAND ALL JOINTS I JAMB DETAIL w 0 `n O SECOND FLOOR O O m +� , i� Lo SMOOTH,TYP,SEE FINISH _ � w � w 201A SUITE#3 T-0"X 6'-8" WD D1 WD F1 J1 H1 S1 TBD BARN DOOR .}+ ++ �� I� SCHEDULE = i �- BLOCKING _ U W 201B SUITE#3 Z-6"X 6'-8" WD D2 WD F1 J1 H1 S1 TBD POCKET DOOR C Q0 o u- o u- 202A SUITE#4 T-0"X 6'-8" WD D1 WD F1 J1 H1 S1 TBD BARN DOOR Q CL � 0 AS REQUIRED FLOOR� ~ ~ n 1 �`_ BLOCKING MITER JOINT,TYP. SLAB 203 BATH#3 2'-6"X 6'-8" WD D1 WD F1 �f PTD WD TRIM BEYOND J2 H2 S2 TBD - POCKET DOOR SEE FINISH SCHEDULE WOOD TRIM,SAND ALL JOINTS SCHEDULED WD DOOR SEE SCHEDULED PTD.13/4"THICK PTD.1 3/4"THICK 204A BATH#4 2'-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR SMOOTH,TYP.SEE FINISH SILL DETAIL FLUSH SOLID CORE FLUSH SOLID CORE 2046 BATH#4 Z-6"X 6'-8" WD D1 WD F1 J2 H2 S2 TBD POCKET DOOR SCHEDULED WD DR SCHEDULE WOOD DOOR WOOD DOOR DOOR HEAD DETAIL DOOR JAMB DETAIL SLIDING DOOR) FRAME TYPE 1 SDOOR TYPE 1 SDOOR TYPE 2 -+� C H 2 SCALE:1 1/2"= 1'-0" J SCALE: 1 1/2" = 1'-0" r SCALE:114"=1'-0" SCALE:114 _,'-0" SCALE:114"_,'.D" FINISH SCHEDULE AND LEGEND U WALLS FLOOR CEILING m RM NO ROOM NAME SUBSTRATE FINISH BASE FINISH SUBSTRATE FINISH REMARKS GROUND FLOOR • — 100 FOYER GWB PTD WD-1 WD-1 EXP PTD - 101 SUITE#1 GWB PTD WD-1 WD-1 GWB PTD - 102 SUITE#2 GWB PTD WD-1 WD-1 GWB PTD - U STUCCO SYSTEM ON CODE 103 BATH#1 GWB PTD/T-2 T-2 T-1 GWB PTD - APPROVED AIR/WATER BARRIER&,/2"O.S.B. VARIES 104 BATH#2 GWB PTD/T-2 T-2 T-1 GWB PTD - SHEATHING,TYP. SEE PARTITION SCHEDULE 105 POWDER ROOM GWB PTD/T-2 T-2 T-1 GWB PTD - _� CORNER BEAD 106 KITCHEN GWB PTD/T-2 T-2 T-1 GWB PTD - SEALANT WITH CLOSED CELL cn BACKER ROD STUCCO SYSTEM ON CODE 107 LIVING/DINING GWB PTD WD-1 WD-1 EXP PTD APPROVED AIR/WATER 108 MUDROOM GWB PTD WD-1 WD-1 GWB PTD BARRIER&1/2"O.S.B. WINDOW,SEE SCHEDULE SHEATHING,TYP. _ SECOND FLOOR BLOCKING AS RED D FINISH AS PER SCHEDULE 200 FOYER GWB PTO WD 1 WD 1 EXP PTO - WOOD STUDS 201 SUITE#3 GWB PTD WD-1 WD-1 GWB PTD U 202 SUITE#4 GWB PTD WD-1 WD-1 GWB PTD N z CONTINUOUS FLASHING 203 BATH#3 GWB PTD I T-2 T-2 T-1 GWB PTD Q WOOD STUDS SEALANT 204 BATH#4 GWB PTD/T-2 T-2 T-1 GWB PTD - a WINDOW,SEE SCHEDULE 5/8"DENSGLASS SHEATHING STUCCO SYSTEM ON CODE cn CONTINUOUS FLASHING APPROVED AIR/WATER FINISH LEGEND FINISH NOTES BARRIER&1/2"O.S.B. SEALANT WITH CLOSED CELL SHEATHING,TYP. BACKER ROD PAINTS BLOCKING AS REOD BLOCKING AS REOD FINISH AS PER SCHEDULE pT 1 "WHITE" 1LLj ELECTRICAL DEVICE FINISHES: O (a)WALL MOUNTED COVER PLATES TO MATCH ADJACENT SURFACES. m WINDOW SEE SCHEDULE PT-2 (b)ALL RECESSED ELECTRICAL PANELS SHALL BE PAINTED TO MATCH w WOOD STUDS VARIES O ADJACENT SURFACES. a z CORNER BEAD SEE PARTITION SCHEDULE. PT-3 = 5/8"GWB CORNER BEAD O > V 2. MECHANICAL DEVICE FINISHES: J 1/2"PLYWOOD w w FINISH AS PER SCHEDULE F- (a)ALL ROOM THERMOSTATS,HUMIDISTATS,ETC.TO MATCH z �- JAMB DETAIL @WINDOW AD DETAIL @WINDOW SILL DETAIL @ WINDOW FLOORS ADJACENT SURFACES. a w @4E z o SCALE:3"=1'-0" LE:3"=1'-0" W SCALE:3"=1'-0" W_1 EXISTING WOOD FLOORING 3. GROUT AND SEALANT: 100%SOLIDS EPDXY GROUT,COLOR TO T-1 NEW TILE FLOORING MATCH ADJACENT SURFACES. y w vi z VARIES WITH OZ = PARTITION TYPE VARIES WALLS 4. ALL HOLLOW METAL FRAMES TO BE PAINTED VARIES WITH SEE PARTITION SCHEDULE WOOD DOOR PARTITION TYPE GWB GYPSUM WALL BOARD J J PAINTED WD TRIM 5. ALL HOLLOW METAL DOORS TO BE PAINTED FOUNDATION WALL w w SCHEDULED FINISH SCHEDULED BASE BELOW T-2 NEW TILE WAINSCOT T-O"HIGH vi m Z FINISH AS SCHEDULED WOOD STUD 6. ANY FIRE RATING OR UNDERWRITERS RATING LABELS MUST REMAIN S FOUNDATION WALL 1/2"PLYWOOD w d p UNPAINTED&LEGIBLE. ALIGN GWB CEILINGS g M N p 111 4 ADJUSTIBLE STRAP ANCHORS (1)LAYER 5/8"PTD GWB O V) d 2AS REO'D 1/2"PLYWOOD EXP EXPOSED UNDERSIDE OF STRUCTURE ABOVE 0 1 2 2 3 7. ALL LUSTRE LEVELS FOR PAINT FINISH SHALL BE EGGSHELL, LL 2 KNOCK-DOWN HOLLOW MTL 4 3-5/8"METAL STUD GWB GYPSUM WALL BOARDLu r FRAME.MAT'L AND FINISH AS -— — 8. PROVIDE MOISTURE RESISTANT GWB.AT ALL TOILET ROOMS FINISH AS SCHEDULED INDICATED -- o M PTDD TRIM.SEE FINISH w KITCHENS,AND PLUMBING ROOMS. N N 4. N1,1111 I>< SCHEDULE v KNOCK-DOWN HOLLOW MTL `V Q w z „ H O 0 4 FRESH PAIR VENT Q � '_ •, .� ,. FRAME.MAT'L AND FINISH AS � 0 W PTD WD FRAME AS PER Q u _ '• INDICATED ri�oo FLOOR ANCHORS AS REO'D > - O J I`THROUGH ROOF O • �• � � riN SCHEDULED FINISH GROUT SOLID TYP - --— - -- -- L k 3° PROJECT: EO EO EO EO MORTAR SOLID TYP w WOOD DOOR :,; cn 4 SCHEDULED DOOR.MAT'L, ---- --- ------- MIN STD TO SUIT SCHEDULED DOOR.MAT'L, FINISH,SWING AND MIN STD TO SUIT i _ INDIAN NECK FARM SCHEDULED DOOR SCHEDULED DOOR FINISH,SWING AND I THICKNESS VARY AS THICKNESS VARY AS INDICATED INDICATED 2"TYP WD FRAME 2" _-- - 1--T -__-- 2" - GUEST HOSUE H2 HEAD DETAIL r JAMB DETAIL i WOOD FRAME HEAD DETAIL ASCA H2 SCALE:3"=1'-0" J2 SCALE:3"=1'-0" H I SCALE:3"=1'-0" J1 :3"=1'-0" 2 2"I I I „I 2"I 1 3375 INDIAN NECK LN 2 I I I2„ I 2 I I 2„ PROVIDE "ABE500 FP200 FR PECONIC, NY 11958 I I I I I I I I EXPANDING FOAM" (OR EQUAL) 1 I I I I AT ALL PENETRATIONS IN FIRE Lu RATED PgALL5 AND 1 I w'� ' FLOORS/CEILINGS. PRODUCT DRAWING TITLE: 14, I 1_�" 15HOWER I I 1- " 15HOWER CONFORMS TO ASTM E 814, -- ---.._ - ---- 1cc — ASTM E 84, AND UL 14'iq DETAILS, SCHEDULES & C) CDA.D.A CONFORMING ALUM. SCHEDULED DOOR AND G O 2'. I 3 2 THRESHOLD o o FRAME -------- - - - --- -- - -- G.o. PLUMB. (D/W/V) RISER DIAGRAM R;: SCHEDULED DOOR AND o p __- -1--�T T - -r- -- SCHEDULED DOOR AND FRAME O - _ -�- -T I I T _-1 NOTE: FRAME o o -� '-- T I I I I I I 1 I ALL PLUMBIN5 WORK � r--- ( --- 1 I 1 I I I _ = c SHALL CONFORM TO N z I I ( I I I I I I I I I LOCAL PLUMBING CODE PAGE: o _ 12" I2" „1 1 21 2'I 2"1 1 21 2"1 :21 I SCHEDULED FLOOR FINISH z M�°� SCHEDULED TILE I I 2 1 2"I I I 1 I (N.I.C.) Mid �.;,� I „ I 1 GLEAN OUT I 1 I I I I 12" 3 I I I 1211 AS REO'D Iff s I 5 I I I 1 A-401m %jm PROVIDE F.A.I. Z 7" 2 I- " 14, 14 1 - I I- " 1_� 15HOWER I I- 1_ : (SHOWER } / / w G.o. 1 1 DATE: 08/08/23 13.. — 3 -- – -- 2' - — 3, 213 OF 20 J G.O. w W U CONC FLOOR SLAB CONC FLOOR SLAB = CONC FLOOR SLAB G.O. CD 0 0cr- J 4" CD C) � ,CD 4" HOUSE r N CL MAIN DRAIN G.O. ,r � �N j 4" TO 5EPTIG �� J�\ ��_, . z Z v1 ;��''� Z u SYSTEM I', ti civ m � •;;.,,,�' ;w',? SILL DETAIL (� EXTERIOR DOORS SILL ?��AIL @1 1111311M DOORS SILL DETAIL @ BATHROOM DOORS S3 S2 S1 _ :_ :: o~a �,SCALE:3 =1 0 SCALE:3 SCALE:3 -1 0 A FLUM51 NC RISER I7 I A fig'AM SCALE: NTS ENSURE NEW ✓6 EXIST. EXTERIOR WALL 5TUD5 0- SUFFICIENTLY FASTENED TO EX15TINO FOUNDATION. Q PROVIDE 5" (MIN) GONG. COVER PROVIDE 5TRAPPING t NAILING A5 PER PROVIDE 5" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. Qr 0O lb CONNECTION IV IN "TYPICAL NAILING/STRAPPING OF ALL REBAR WITHIN P. GONG. j z REOUIREMENT5 FOR UPLIFT, SHEAR, $ LATERAL Z W FOUND. HALLS $ P. GONG. FTG 5. p V FOUND. WALLS E P. GONG. FTG 5. p p[- 8 p p RE515TANGE" ON PACE G-003 ® EA. STUD. p Q HEIGHT OF EXISTING -I z HEIGHT OF EXISTING N z DEMOLISH PORTION OF EXIST. Ljj I FLOOR STRUCTURE O X FLOOR STRUCTURE lL O X FOUND. WALL A5 REQ.'D BY a I.M.Lu E- WHERE NEW EXTERIOR WALL STUDS, PROVIDE NEW F-Iu ra d P.T. SILL PLATE UPON SILL SEAL UPON COPPER ,I PROP. FLOOR HOT. 2 xb P.T. SILL PLATE; lu 2 xb P.T. SILL PLATE; to►U 7 N 13 TERMITE SHIELD tf) p Q ++ PROVIDE STRAPPING TO PROVIDE STRAPPING TO F.J. PER CONNECTION 'DI' 0.p.v IILL�W F.J. PER CONNECTION 'DI' 0.0 I�W PROP. GALV. METAL FLASHING c ON PAGE G-005 O PROP. GALV. METAL FLASHING PREVENTING i ON PAGE 0-003 Uz PREVENTING ANY DIRECT I O O O O ANY DIRECT CONTACT OF LUMBER w/GONG. O CONTACT OF LUMBER w/GONG. I PROVIDE INSULATION BETWEEN ! PROVIDE INSULATION BETWEEN ! r- (0 CAVITIES PER ENERGY TABLE NEW 5/5"0 HOOKED ANCHOR CAVITIES PER ENERGY TABLE - (WHEN APPLICABLE) BOLTS ® 39" O.G. w/3" SQUARE (WHEN APPLICABLE) _ O WASHER $ ENDNUT - -F-+L. Lo (V NEW #5 HOR. REBAR SPACED VERTICALLY O C Z NEN FLOOR SYSTEM ® 12" O.G. 8 HORIZONTALL ® 45" O.G.; NEW FLOOR SYSTEM AS NOTED ON PLAN DRILL I$ EPDXY PIN 4" INTO EXIST. FOUND AS NOTED ON PLAN I p x �w N J WALL USING QUIKRETE HIGH-STRENGTH U - �--- - -- ANCHORING EPDXY (OR EQ) _ _ O O m -I.- , O , ++ ln PROP. F.J. PER GRADE PLANS PROP. F.J. PER PLANS V.I.F. O O 0 „Q r- CL 0 EXISTING STONE EXISTING STONE #5 HOR. CONT. REBAR ® d .JJ. .. z - i -FOUND- 1 1IATION WALL I I I I NEW 5/5"(P HOOKED ANCHOR 1 FOUND. WALL TOP OF NEW FOUND. WALL d \. i-- NEW #4 HOOKED VERT. REBAR BOLTS ® 5Q" O.G. w/5" \ < r z BENEATH EXIST. FOUND. I1` I —SPACED HORIZONTALLY ® 45" O.G.; SQUARE WASHER d ENDNUT II° WALL (2 TOTAL);MAY OMIT °•II „ DRILL d EPDXY UNDERPIN 6 INTO WALL IF NEW UNDERPINNED II 4 _EXIST. FOUND WALL USING QUIKRETE #5 HOR. CONT. REBAR ® II REBAR BENEATH EXIST. e I1==:== I - _= _ • Z HIGH-STRENGTH ANCHORING EPDXY Z TOP 6 BOTTOM OF NEW II . PORTION ONLY 12 DEEP. ° 1 5 z_ -(OR EQ.) FOUND. NALL (2 TOTAL) I --Q_�_ ° - Q #4 HOOKED VERT. {I p I I #4 HOOKED VERT. " O.G. - REBAR ® 45 _ -I - REBAR ® 45 O.G. i ASPHALTIC it O M (5) #5 HOR. CONT. REBAR ile °" ° DAMP PROOFING II II - - -TO EXTERIOR - I a ' 1 4" P. UN-REINFORCED Ile ' It " 4 I GONG. SLAB I' . " "II -Z I I I ` 4 P. UN-REINFORCED 1I�_ - NFN #5 HOR. REBAR SPACED _ GONG. SLAB I VERTICALLY ® 12" O.G. Q a II HORIZONTALL ® 45" O.G.; ° d DRILL 4 EPDXY PIN 4" INTO y. L a LS _ U { - - (�n� � � ° L USINO QUIKRETE HIGHH-SEXIST. FOUND LTRENOTH ( 1 6 MIL POLY I ( I 6 MIL POLY _ ANCHORING EPDXY (OR EQ) MOISTURE RETA�ER--- PROP. P. GONG. FOUND -MOISTURE RETARDER 4" 6RAVEL BASE 1'-4" V.I.F. -WALL (MIN. 4,000 PSI),- 4" GRAVEL BASE I I DEPENDANT ON WIDTH OF EX151 UNDERPINNED BENEATH - PRO\/. GLEAN _ FOUNDATION NALL EXIST. CRANI-SPACE PROV. GLEAN Q — COMPACT FILL FOUND. NALL (((yyy COMPACT FILL — ��--- --.1_l—L---^—_1_-1__1-=---'--�-------_J. 3" LEADER OUTLET TO BE PROP. P. GONG. FOUND WALL L_L_ DRILLED THROUGH THE SIDE (MIN. 4,000 P51), PINNED TO OF THE LVL ; PROVIDE EXIST. BASEMENT FOUND. HALL ALUMINUM FLASHING AROUND THE LEADER WHERE THE INCISION IS OCCURRING FOUN17. NALL I�ETA I L (� GRANL5PAOE MALL) 2 FOUND. MALL 1�ETA I L (� BASEMENT !MALL) Q PROVIDE 2X A-402.01 „ _ „ A-402.01 BLOCKING SCALE: 3/4 I -O SCALE: 3/4" = I'-O" PROVIDE (2) 2'-O" LAP w PROVIDE BITUTHENE LAG BOLTS (TYP) m LIQUID MEMBRANE ~ w OVER ALUMINUM HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS Z =I PROVIDE STEPPED FOUNDATION HALLS b'-O" OR GREATER IN HE16HT WITH Q �' FLASHI NS ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOW5: ---------- ---i v PROVIDE ALUMINUM FLASHING; 411 NEN #4 CONT. HOR. REBAR 6_5,,: #4 REBAR® BOTTOM, MIDDLE, 8 TOP OF WALL (5 TOTAL) � �I ® TOP 4 BOTTOM OF >5: #4 REBAR ® BOTTOM, MIDDLE THIRDS, 3 TOP OF NALL (4 TOTAL) ENSURE THAT THE FLASH I NS FOUND WALL (2 TOTAL) - ------=_ EXIST. EXTERIOR CL SHEATHING Q PROVIDE BEAM SPLICE EXIST. 51DINO MATERIAL I j CENTERED ABOVE COL. ��� BUILDING PAPER d HOUSE WRAP l WHEN NOTED ON PLANS � TO FULLY OVERLAP FLASHING W N „ EXIST. STUD WALL I� 'J FLOOR SYSTEM AS FLOOR SYSTEM AS 11 (4) 3/8 H.D.G. LAG CAP FOR NOTED ON PLAN NOTED ON PLAN BOLTS (PREDRILLED) I DRAINAGE 5/4"xb" COMPOSITE Q �., N , �1 DECKING N.O.N. ON FLAW Lo NEW STL. GAP PL. A, '15', NEW STL. GAP PL. A, B FLOOR WOOD BEAM FLOOR WOOD BEAM - - -- -- -- - - ) - - - - "Z" FLASHING 5ECTION/DETAIL5) ? IO OR 'G' (PER BEAM GONF16)� OR 'G' (PER BEAM GONFIG) / - w WELDED TO COL.;SEE GAP AS NOTED ON PLAN WELDED TO COL.;SEE GAP AS NOTED ON PLAN O / \\ PL. DETAILS PL. DETAILS I _ _ I _ .. NEW 3-1/2" O.D. SGH 40 NEW 3-1/2" O.D. SGH 40 - - �- -- - -�- - - ' a- HOT DIP GALV. STL. COL. HOT DIP &ALV. STL. COL. \ FLASHING - �- O NEW BASE PLATE 'A' (ASTM AI23) AS PER NEW BASE PLATE 'A' WELDED TO COL. SEE WELDED TO COL.;SEE (ASTM AI23) AS PER O \ // O DRIP EDGE P.T. DECK JOIST N I BASE PL. DETAILS FOR FOUND. PLAN BY SIMS BASE FL. DETAILS FOR FOUND. PLAN BY SIMS -- -- - -- - - --�-� - - - - - �� COUNTER AS PER PLAN O C z BOLTING STEEL (OR EQUAL) BOLTING STEEL (OR EQUAL) 3/B" THK. PL. JOISTS AS PER PLAN FASTENED w/ (2) � FLASHING 0- •v N P. GONG. SLAB (EXIST. OR P. GONG. SLAB (EXIST. OR I �I 3/8" THK. H.D. 5/8" m x 5" LONG HEAVY DUTY GAL. X NEW, PER PLAN NOTES); NEW, PER PLAN NOTES); /LI LAG BOLTS ® I6" O.G. INTO MUD SILL d > U PROVIDE GOLD JOINT PROVIDE GOLD JOINT GALV. PL. METAL 6ALV. J015T HANGER 0 AT GONG. SEAMS (TYP) PATCH AS REQ'D n RIM BD.;WHEN ® FOUND. WALL FASTEN 0 � (� PATCH AS REQ D AT GONG. SEAMS (TYP) I Q, w/ (2) 5/8"O x 5" LONG APPROVED BY SIMPSON (OR EQUAL) ® 0 Q m ++ �- MA50NRY ANCHORS ® 160 O.G. EA. JOIST Lo GAP PLATE 'A' -1-' N • 4 ..Z.. FLASHING Q o � � 0 U j ° �l FOR CONNECTION OP STL. COL. TO (2) 1-3/4" WIDE EXIST. FOUNDATION KALL­1::::�� 1 - _ _ -� -�� ° LVL LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER Ki EXIST. GRAVEL - - - I EXIST. GRAVEL ° I BASE � NEW (2) #5 HDR. BASE NEW (3) #5 HOR. - I 1 REBHOR. REBAR (4 R UPON ) REBAR UPON TOTAL) „ „ „ I I I ( I HOR. REBAR (6)TOTAL) I I L E 1�0E R CO NNE C T I O N DETAIL NEW IS"x18"xl2" NEW 24 x24 xl2 DEEP F. GONG. PAD EXIST. FILL DEEP P. GONG. PAD - _-_ EXIST. FILL PROVIDE BEAM SPLICE 811 A-403.01 SCALE: 1" = 1'-0" • — FT6. (MIN. 4,000 P51) FTG. (MIN. 4p00 PSI) CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG ( ) WHEN NOTED ON PLANS BOLTS (PREDRILLED) BOTTOM OF FOOTING SHALL BEAR UPON SOIL BOTTOM OF FOOTING SHALL BEAR UPON 501E „ ` M BELOW GRADE;EXTEND FOOTING 3'-0" MIN. BELOW &RADE;EXTEND FOOTING - - - - -- - - - - fQ) W BENEATH SLAB TO THIS DEPTH AS REO'D BENEATH SLAB TO THIS DEPTH AS REQ'D = O -J P.T. D.J. AS SIMPSON GALV. LU5 JOIST • — I! PER FLAN HANGER (OR EQUAL) ® EA. JOIST 5/4"xb" P.T. DECK BOARDS STL. COL. 4 011x18"x12 " FAQ FTO. 1�ETAIL -7 STL. COL. 1$ 24"x24"xl2 " PAIS PTO. DETAIL - ' - - - - P.T. BEAM AS NOTED U ON STRUCTURAL PLANS A-403.01 SCALE: 3/4 11-011 A-403.01 = P-01' 3/8" THK. H.D. I " _ SCALE: 3/4 I -O I L),. /4 I � _ GALV. PL. iv Q • — GAP PLATE 'S' II .• , II GRADE cn ENSURE NEW d EXIST. EXTERIOR ENSURE NEW d EXIST. EXTERIOR 11 .11" '. ^ n \ PROVIDE 3" (MIN) GONG. COVER WALL STUDS SUFFICIENTLY FROVIDE 3" (MIN.) GONG. COVER WALL 5TUD5 SUFFICIENTLY .11•' ••I f• OF ALL REBAR WITHIN P. CONC. Q l� FASTENED TO EXISTING OF ALL REBAR WITHIN P. GONG. (L Iv FASTENED TO EX15TINO FOR CONNECTION OF STL. COL. TO (3) 1-3/4 WIDE NEW 51MP50N 6LB BEAM SEAT �• O z U z FOUNDATION, PROVIDE LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE CONNECTOR; INSTALL PER MANU. I I I I..' FOUND. WALLS d F. GONG. 'FTG'S. O p/- FOUNDATION. PROVIDE FOUND. WALLS d F. GONG. FTG 5. O - SPECS. d PROVIDE FLASHING AT �• ., z OI- H STRAPPING d NAILING AS PER DIMENSIONAL LUMBER OR 5.23" WIDE PSL ANY WOOD/GONG. CONNECTIONS Q N z STRAPPING d NAILING AS PER Q�Z CONNECTION 'E' IN "TYPICAL !L O X O CONNECTION 'E' IN TYPICAL tL Oi 3 j NAILING/STRAPPING 0 W < NAILING/STRAPPING HEIGHT OF EXISTING Q Q HEIGHT OF EXISTING � �d REQUIREMENTS FOR UPLIFT, � O REQUIREMENTS FOR UPLIFT, O SHEAR, d LATERAL RESISTANCE FLOOR STRUCTURE � y FLOOR STRUCTURE yy 12"0 50NOTUBE FILLED [U SHEAR, d LATERAL RESISTANCE i11 O !Y O (X ON PAGE 6-003 ® EA. STUD. SOLID W P. GONG. 0. V tL lu ON PAGE 6-003 ® EA. STUD. 0.v IL U1 (MIN. 4,000 PSI) PROVIDE INSULATION O - PROVIDE INSULATION p - PROVIDE BEAM SPLICE Q II BETWEEN CAVITIES Q WHERE NEW EXTERIOR WALL BETWEEN CAVITIES WHERE NEW EXTERIOR WALL CENTERED ABOVE COL. C/ �_ STUDS, PROVIDE NEW P.T. SILL (4) 3/8" H.D.G. LAG PER ENERGY TABLE N= STUDS, PROVIDE NEW P.T. SILL PER ENERGY TABLE PLATE UPON SILL SEAL UPON WHEN NOTED ON PLANS BOLTS (PREDRILLED) (WHEN APPLICABLE) PLATE UPON SILL SEAL UPON (WHEN APPLICABLE) COPPER TERMITE SHIELD COPPER TERMITE SHIELD -___ - - - - - -- - - - - - _ -- - - - - - - - 12 17)E0K BEAM SEAT 17ETA I L NEW FLOOR SYSTEM NEW FLOOR SYSTEM O A5 NOTED ON PLAN NEW F.T. LEDGER BD. A5 NOTED ON PLAN NEW P.T. LEDGER BD. \ I A-403.01 uj uj FASTENED TO EXISTING FASTENED TO EXISTING - - - -- - -- \ �2 SCALE: 3/4" = I'-O" FOUNDATION AS PER FOUNDATION AS PER = I STRUCTURAL PLAN NOTE STRUCTURAL PLAN NOTE [� I ) w \ / O ENSURE NEW d EXIST. EXTERIOR WALL STUD5 Q z OF ALL REBAR WITHIN P. GONG. IV SUFFICIENTLY FASTENED TO EXISTING FOUNDATION. _ GRADE GRADE _ _ _ _ _ _ _ PROVIDE 3' (MIN) GONG. COVER a PROP. F.J. PER FLANS Y' PROP. F.J. PER PLANS - - - -- FOUND. WALLS d P. GONG. FTG'B. p O Z PROVIDE 5TRAPPING d NAILING AS PER w w 0.H CONNECTION E IN TYPICAL NAILING/STRAPPING _ 3/8" THK. PL. I ti I II , O X p REOUIREMENTS FOR UPLIFT,SHEAR, d LATERAL 0 _ �q 3/8 THK. H.D. RESISTANCE ON PAGE 0-003 ® EA. STUD, z FLOOR WOOD BEAM AS FLOOR WOOD BEAM AS p Q NOTED ON PLAN;STRAP TO h, — - NOTED ON PLAN; STRAP TO h, r, GALV. PL. to 7 Q w EA. F.J. PER CONNECTION EA. F.J. PER CONNECTION 0 O WHERE NEW EXTERIOR WALL STUDS, PROVIDE NEW z o D2' oN PAGE 6-003 D2' ON PAGE 0-003 --- I GAP PLATE �G u-Q u-w TERMITE SHIELD i 2 m I O p v I F.T. BILL PLATE UPON SILL SEAL UPON COPPER O NEW STL. GAP PL. 'A' 'B', -- HEIGHT OF EXISTING O NEW STL. GAP PL. A, B, I FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE LVL FLOOR STRUCTURE t(1= - wI OR G (PER BEAM GONFI6) 1_O „ - PROP. 6ALV. METAL FLASHING PREVENTING N z OR 'G' (PER BEAM GONF16.) i_O� " LUMBER OR (3) 2 WIDE OR (4) 2"x WIDE DIMENSIONAL _ WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP - z Q PL. DETAILS — I I I PL. DETAILS I LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) I-3/4" WIDE — — /ANY DIRECT CONTACT OF LUMBER W GONG. O = EXISTING STONE- -EXISTING STONE- f- V FOUNDATION _ -FOUNDATION - LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER Q NEW FLOOR SYSTEM V WALL i WALL AS NOTED ON PLAN LU w LLui Iz NEW 3-1/2" O.D. 50H 40 NEW 3-1/2" O.D. 5GH 40 H g O HOT DIF 6ALV. STL. COL. HOT DIP GALV. STL. COL, i GRADE w w (ASTM AI23) AS PER -- (A5TM AI23) AS PER _ _ _ _ _ CL FOUND. PLAN BY SIMS FOUND. PLAN BY SIMS ---- 8 I _ F� - , o OJ sa II � d y V.I.F. � O N STEEL (OR EQUAL) STEEL (OR EQUAL) I - EXISTING STONE v U_ = - - I i I -FOUNDATION WALL, NEW BASE FLATS A NEW BASE PLATE A #5 HOR. CONT. REBAR ® NEW #4 HOOKED VERT. REBAR = WELDED TO COL.;SEE WELDED TO COL.;SEE - TOP OF NEW FOUND. - BASE PL. DETAILS FOR -- BASE FL. DETAILS FOR _ 411 WALL (2 TOTAL);MAY SPACED HORIZONTALLY ® 48 O.G.; M DRILL d EPDXY UNDERPIN 6" INTO N BOLTING BOLTING OMIT BOTH IF NEW -EXIST. FOUND WALL U51N6 CUIKRETE. PROVIDE GOLD JOINT PROVIDE GOLD JOINT z FOOTING ONLY 12" DEEP. J I HIGH-5TRENOTH ANCHORING EPDXY FW- 0--o AT GONG. SEAMS (TYP.) - AT GONG. SEAMS (TYP) O OX05-11:2" O.D. SGH. 40 HOT z; -(OR EQ) I DIP GALV. STL. COL. o P. GONG. SLAB (EXIST. OR - F. GONG. SLAB (EXIST. OR I Q #4 HOOKED VERT. - I -�— - NEW, PER PLAN NOTES); _ _ NEW, PER PLAN NOTES); _ (ASTM AI23) AS PER REBAR ® 48" O.G. I _ _ PATCH AS REQ'D — PATCH AS REO'D - = PLAN WELDED TO PL. II ( ASPHALTIC PROJECT: °III — -- - C� 1I� - J' `• ° u (3) #5 HOR. GOVT. REBAR a a — c 8x8 x3/8 THK. .I � � v oo & 1t ( ✓ w� Jt J l� ✓ ✓ )�2 - - - 4" F. UN-REINFORCED �I .bII - -TO EXTERIOR'� � LJ � y � STL. BASE PL. INDIAN NECK FARM , L=L --- --- GONG SLAB I z -- OO O (4) 1/2" HOOKED ANCHOR I II - GUEST H OSU E 1 ---EXIST. 6RAVEL — - _ EXIST. GRAVEL 7 i -n� v l` ISI - BASE °„ - NEW (2) #5 HOR. ___-_ I - BOLTS EMBEDDED INTO - s BASE- if-- NEW(3) #5 OR. POOTINO MIN. 4 W/ OVERSIZED ` •a. QL J1 5 „ I 111 - REBAR UPON (2) #5 I I REBAR UPON (5) #5 - NEW 18 x18 x12 HOR. REBAR (4 TOTAL) I HOR. REBAR (6 TOTAL) WASHER AND END NUT SETUP — NEW 24 x24 x12 EXIST. FILL 1 - I I I - ��, b MIL POLY DEEP P. GONG. PAD EXIST. FILL I I I i I ' DEEP P. GONG. PAD I i 3375 INDIAN NECK LN FTG (MIN 4,000 P5U - I - FTG. (MIN. 4,000 PSI) - - MOISTURE RETARDER— I _PROF. P. GONG. FOUND i!_� ---:-= - ---_____ - -A=- =_- -- = - - I __ - - { I 4" 6RAVEIL BASE- I I'-4" V.I.F. WALL (MIN. 4,000 PSI) PECONIC, NY 11958 SASE PLATE 'A' UNDERPINNED BENEATH BOTTOM OF FOOTING SHALL BEAR UPON SOIL BOTTOM OF FOOTING SHALL BEAR UPON 501L COMPACT FILL DEPENDANT A WIDTH LL EXIST. EXIST. N�GWRAA LL5PACE " EXTEND FOOTING 3'-0" MIN. BELOW GRADE;EXTEND FOOTING FOUNDATION WALL 3-O MIN. BELOW GRADE; BENEATH SLAB TO THIS DEPTH AS REQ'D BENEATH SLAB TO THIS DEPTH AS REOV - I I i - - I ( I I I 1 I I I I I --- DRAWING TITLE: ----- --N - ----- DETAILS 8 57L. COL. I$ 18 "x 18"x 12 " FA1� I=TC. ME7A I L 57L. COL. I$ 24"x24"x 12 " �AI7 ATO. META I L I O STL. COL. CAI= I$ BASE PLATE I7ETA I LS I� FOUND. V4ALL 17ETA I L (UNr�)ER�I N ONLY) A-403.01 SCALE: 3/4" = P-O" A-403.01 SCALE: 3/4" = I'-O" A-403.01 SCALE: 3" = 1'-0" A-403.01 SCALE: 3/4" = 1'-O" PAGE: A-4 0 3 ■ 0 :00L" DATE: 08/08/23 15 OF 20 4 mm' �-� Q O > W Lli v HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE 17 > SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEC.'s; .. PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO Q _ N j PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT > JOIST HANGER BY •C '5IMP50N' OR EQUAL C0 \ FINI5HED SECOND FLOOR O � • O > -- - - - - - — - - \ — -- - - - - - - - - - L' � 0Z � > -- - " MIN. SPACE BETW0 C EEN \ � � Cp N \ ALL AND HANDRAIL \ 0 O lY2U m � W \ O \ \ > g/a° PINE RISER -c O :7, Lo ' N '/a" PINE TREAD STANDARDS FOR O R I Ff=ABLE HAND RAIL n<l m O 5GALE: NT5 GROSS SECTION > to z o HANDRAIL \�\ MIN. dJ I" ROUNDED NOSING �g CLEARANCE CIRCULAR NON-CIRCULAR W Ya" RADIUS (NOT INCLUDED IN T T — > TREAD DIMENSION) 4"-M4" 2Y4, I/ 2 4n / U \' MIN. \ V4 -2 \ ME:TER \ MAX. \ =o i > Lu � \ \ \ \ • — tu N > \ V > (5) 2"x12" STRINGERS ® w/R-21 N5ULATION, IF UNDERSIDE IS FACING \ �t 5TORAOF/NON-HABITAL SPACE \ \ \ \ o — > \ VJ Yz" GYP. BD. \\ 5TORAOE UNDER \ > (NHEN Af=FL I C:ALBE) > > Li TREATED 2"x12" SILL FOR CONTACT w/ GONG. (IF APPLICABLE) FIN15HED FIR57 FLOOR -, m H 0 ZZ > 14 INTERIOR E)TAIR DETAIL uI A-501.01 U.1 W' SCALE: 5/4" = I'-O" o �' < 01 LLJ Z o O cr P a uj w' z z' --- o z U PANTRY > w UPPER GAS. -+ KTH —� CONGEALED SHELVES) vi L HOOD Z go z W ao irW d BAGK5PLASH TILE o U O mi 24" COLUMN -- \ — FRIDGE / FREEZER BAR SINK _ M -- N MICRO Lu Q PROJECT: INDIAN NECK FARM i GUEST HOSUE (5) KITCHEN ELEVATION (4) K I TGHEN ELEVATION 3375 INDIAN NECK LN SCALE: I/2" = I'-O" 5GALE: v2" = I'-O" - B PECONIC, NY 11958 � r DRAWING TITLE: DETAILS \ ENLARGED KITCHEN PLANS INTERIOR ELEVATIONS OPEN SHELVING I i=RO�OSD I I \ I' CONGEALED HOOD PAGE. I 1 � i I Am50 _— BAGKSPLASH TILE no - -- I DATE: 08/08/23 16 OF 20 GOOK TOP AND r WATERFALL OVEN __ + COUNTER ` OPEN TO o + HALLWAY ® WINE/ y3 f 1 �. 5E:VERA6E FRIDGE y� ,. 2'-53/4" r *Ej;` pt ';L •A 0 7.. W_'b Q (5) <ITGHEN ELEVATION (2) �GITGt�EN ELEVATION (I) ENLAROEI7 fGITGHEN ALAN �°F ���"� 5GALE: I/2" = I'-O" 5GALE: I/2" = I'-O" 5GALE: I/2" = I'-O" Q 0 1 LLI w v KITCHEN SCHEDULE w N CODE DESCRIPTION c - — � O� �O WALL BASE w r- • O � T #2 e-t 4'COVED WALL BASE L- O c 1.0 z FLOOR EQ -Ea. 0 U SHOWER HEAD ( W-t EXISTING WOOD FLOORS TO BE REFINISHED O O m .-+_' Lo - 1 ----J PAINT O + O° 4- c O v .. \ BENJAMIN MOORE-DECORATOR'S WHITE „Q e- CL M O PT-t FINISH. EGGSHELL ON GENERAL WALLS;SEMI-GLOSS AT DOORS, (VI Jl DOOR FRAME,NOTE, PROVIDE 2'X2'MOCK UP AT WALL ON SITE FOR \\ TILE APPROVAL T-1 NEW FLOOR TILE \ ! 1 A-1 GFI + �J :j Q T-2 NEW TILE WAINSCOT W-Om P-3 i- MILLWORK U -= a KITCHEN CABINETRY n > m -t FORMICA OR APPROVED EQUAL - 1161-58 FOG;MATTE FINISH W W --- ----- BATHROOM CABINETRY , ) -y FORMICA OR APPROVED EQUAL - 1520-110 INFINITY GLOSS FINISH -T— O j STONE • 5ATH.. \ DRAIN KITCHEN COUNTERTOP P-3 ST-1 GAESARSTONE 4033 RUGGED CONCRETE,2GM THICKNESS j ST-2 BATHROOM ESST NE 4055 RUSISM CONCRETE,2GM THICKNESS U EQUIPMENT C __- E Q-1 STOVE +HOOD REFRIGERATOR V J AN (1 O) E3A7H #3/4 EL.EVAT(ON ®-3 015H14A5HER n U SCALE: 1/2" = 1'-0" SCALE: 1/2" = I'-O" ® YVRNE COOLER WASHER/DRYER COMBO PLUMBING FIXTURES Q p---11 KITCHEN SINK P-2 1 BAR SINK \ BATHROOM SINK vJ j ITP-4 TOILET m HD 'p \\\� TUB/SHOWER COMBO Z Z \\� © FREE STANDING,TUB v' \ � LLI� JI - --------- � SHOWER W/BENCH 0 zz F~. P-8 POWDER ROOM SINK ( w z & \ \ ACCESSORIES d SHOWER HEAD A-1 MIRROR VWj w j �z aa llll A-2 TOILET PAPER HOLDER z 2 L.JT�f. CONFIRM ALL FINISHES WITH OWNER PRIOR TO INSTALLATION. Q ~ ww SOAP NICHE I w u- Lu z z go LL' d�I w I _ — O N O ail ULJi D: W ei \ W DRAIN o Q 0 O PROJECT: INDIAN NECK FARM SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-O" 8 - GUEST HOSUE \ 3375 INDIAN NECK LN PECONIC, NY 11958 DRAWING TITLE: j ENLARGED BATH PLANS INTERIOR ELEVATIONS Ili w I I I \\ \\ \\ \\ O° 2'-0" I'-o'{ I'-o" 2'-0" \\ / PAGE: i --- > I IIA-11 - 2 . 0l GFI Q \ \ \ \ \ 0 --- + > I I � _ \ i GFI P-3 — DATE: 08/08/23 17 OF 20 t o l 2'-0" BENCH G— - / P-4 �2'-0" BENCH V IN 7-71 - s \ \ FR OF. P-s 5ATH. # I 411B P-4 1 , B-t - - (5) BATH #1 ELEVATION (4) BATH #1 ELEVATION (5) E3ATH #1 ELEVATION (2) BATH #1 ELEVATION (1) ENLAROED BATH #1 FLAN SCALE: I/2" = I'-O" SCALE: I/2" = I'-O" SCALE: I/."" = I'-O" SCALE: 1/2" = 1'-0" SCALE: 1/2" = P-O" 0�" o� O N AL_ 5"%rI " 500 I! : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 �61 � WOOD FRAME (L.G. 5%, W � v WHEN APPLICABLE) W � EXISTING TO REMAIN I---{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ull Q F -� STL. WHEN APPLICABLE) ' N 0) C NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS (O WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. ++ N NEW 2-HR FIRE RATED L Lo WOOD FRAME (L.G. 5%. O C Z ._ �- a--- WHEN APPLICABLE) X N >, CDU I STRUCTURAL PLAN NOTI=5 SOIL BEARING CAPACITY NOTE: P05T b COLUMN DESIGNATIONS: CO O m -�, , STRUCTURAL DESIGN OF F0071N55 ASSUMES A SOIL POSTS b COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED L O AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY • SINGLE SPAN STRUCTURAL MEMBER: ++ Ln BEARING CAPACITY OF I.0 TON/5.F. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q N m O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 8 STANDARD O O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P0575/BEAMS. OSTACKED POST/COLUMN: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: A2 (2) 2"x4" POST g2 (2) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT EXTENDED FRAMING TO ROOF RAFTERS: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND A3 (3) 2"x4" P057 S3 (3) 2"xb" 1-05T O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HEADER (BELOW) TO SUPPORT R.R (ABOVE). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION A4 (4) :2--x4-' POST B4 W .2"x6" P05T 4 INTERIOR LOAD BEARING WALL (ABOVE): SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR AS INDICATED BY DASHED OUTLINE. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ( l } ALIGN STUD5 OF BEARING WALLS TO LAND DIRECTLY ENCOUNTERED. A5 (5) 2"x4" P057 BS (5) 2"xb" POST v UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. n 1 INTERIOR LOAD BEARING WALL: \IJ 4B AS INDICATED BY HATCHING. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 ALIGN STUDS OF SEARING WALLS TO LAND DIRECTLY 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. O� G❑ STL. COL. (ASTM 0-5>1 STL. COL (ASTM UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. AI23) BY SIMS u AI23) BY SIMS OY.I.F. EXIST. F.J. LAP LOCATION: 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED STEEL (OR EQ) STEEL (OR EW �� • 5 I. CONTRACTOR SHALL VERIFY WHETHER EXIST. F.J. ARE CARBON STEEL ASTMA(615 GRADE 60. WWM FOR SLABS DO NOT SPLICED/OVERLAPPING ABOVE EXIST. BEARING WALLS. NEED TO BE EPDXY COATED. 2. CONTACT ARCHITECT SHOULD LAP LOCATIONSA-201 PREVENT EXIST. F.J. FROM REACHING PROPOSED BEAM 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 3 OR BEARING WALLS. SHALL BE STAGGERED. 3. FASTEN F.J. PROPOSED FLUSH BEAMS USING H -f, PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN SIMPSON LUS HANGERS. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55. V.I.F. EXIST. (2) 2„x8" V.I.F. EXIST. (2) 2„x8„ TYPICAL LEDGER BOARD ® INTERIOR FOUNDATION: HDR (MIN. SIZE) OR HDR (MIN. SIZE) OR . - I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5PROVIDE NEW PROVIDE NEW / 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS 8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT HT J CONCRETE. ® I6" O.G. n \ 3. INSTALL H.D. GALV. JOIST HANGERS B'� 'SIMPSON' (OR W EQUAL) 4. PROVIDE GALV. FLA5HIN6 BETWEEN LEDGER BD. d GONGETE - GOLD WEATHER P6iJRING 8 CONCRETE MIXTURE GONG. FOUND. WALL OR MASONRY. I. THESE SPECIFICATIONS SH LL APPLY FOR THE POURING OF I'-O" tic, ' " EXIST. 2"xb" 'r TYPICAL LEDGER BOARD ® EXT. DECK: CONCRETE IN TEMPERATLI5 UNDER 45° F IF THAT TEMPERATURE I/ bB I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOI5T5 HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. T'-5y2, -7x-5/2" G.J. ® Ib" O.G. 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS - - ® Ib" O.G. 2. SPECIFICITY OF CONCRE DESIGN MIX SHALL BE BY OTHERS.3 EQUAL)INSTALL H.D. GALV. JOIST HANGERS B'r 'SIMP50N' (OR 3. ALL GOLD WEATHER PREPARATIONS AND GONGRETE POURING SHALLG - ( C4. PROVIDE GALV. FLASHING TUCKED UNDERNEATH SIDING CONFORM TO AGI 306. - nBATH. d BENT OVER TOP EDGE OF LEDGER BD. to= #2 5. SEE DETAIL II-A/4D3. 4. IN NO CASE SHALL GONG TE BE PLACED ON FROZEN GROUND / b m p ro m p m 0 PROPOSED SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 4A x 3'_0 " - x 0 x BEDROOM #2 TEMPERATURES WITHIN 10 OF CONCRETE. N N pi N N tY O NEW UN-REINFORCED P. GONG. SLAB, � � � p I � p �A I. NEW 4' THK. UN-REINFORCED P. GONG. SLAB UPON 5. IN NO CASE SHALL GONG TE BE PLACED ON ICE OR SNOW. .� 2. b MIL POLY VAPOR BARRIER UPON lD NEW DBL F.J. BELOW POCKET \ N p w 3. 4" (MIN.) GRAVEL BASE REMOVE AS REQ'D. \ I I 1 I _ - > DOOR HDR. POST ABOVE ( `"zL ° m <) b. THE USE OF HEAT BLANKET OR ELECTRIC BLANKETS ARE z Q NEW REINFORCED P. GONG. SLAB T _ z ~ w 'fB I. NEW 4" THK. P. GONG. SLAB w/ b"xb"-10110 W.W.M. UPON PERMITTED WHEN NECESSARY. gg r gg Z Z 2. b MIL POLY VAPOR BARRIER UPON - _ I c Q Q 3. 4" (MIN) GRAVEL BASE -7. FORMWORK SHALL BE AT MIN. TEMPERATURE OF 33° F OR HIGHER I I G G I G I EXIST. 2"xb" � V AND SHALL BE WITHIN 10° {SOF CONCRETE TEMPERATURE. - L , G_J. ® Ib" O.C. _ PROP PWDR ROOM w w ® PAD FOOTING - 8. CONCRETE SHALL BE AIR/ NTRAINED FOR GOLD WEATHER POURING. NEW DBL Fr.JJ. BELOW POCKET - I iJ- I5"x18"xl2" DEEP P. GONG. PAD FOOTING A5 PER DOOR HPR. P05T ABOVE _� 0 H DETAILS 6 A/403 B 8 A/4D3. q. NDN-CHLORIDE, NON-GORRSIVE ACCELERANT ADMIXTURES ARE r` _ 14 I I -+ Q v ui PAD FOOTING PERMITTED TO BE ADDEDi TO CONCRETE MIXTURE AS PER AGI 306 ( ,m p r m p W I m O (� (ASTM G4g4/G4g4M, TYPE G AND E). tY� I I cxV X N PROPOSED q - 0 d 8B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER �0 x DETAILS'7-A/403 4 q-A/403. 10. CONSULT ARCHITECT WHEN TEEL EMBEDDMENT GROSS SECTIONAL z p Z p z p I STONE PATIO AREAS EXCEED ONE 5QU�AA1 INCH. ( D NEW (3) 2'xb FLUSH BM. w w BG PAD FOOTING (AT FIREPLACE/CHIMNEY l - Sg - - SB - Im BELON GABLE WALL Q V.I.F. EXIST. PAD FTG. SUPPORTING CHIMNEY EXTENDS 6 11. ONCE CONCRETE IS PLAC CONCRETE SHALL NOT BE EXPOSED I I ( I IV x Z Q MIN. OUTWARDS FROM CHIMNEY WALLS AIVD 15 IN GOOD TO REPEATED FREEZING THAWING UNTIL CONCRETE HAS G I G G OL $ PROP. 2"x8" G.T. PROP. 2"x8" G.T. � � CONDITION. OTHERWISE, PROVIDE NEW 12" THK. P. GONG. REACHED A COMPRES51 STRENGTH OF 800 P51. p x p V L _ _ J I- ® 32" O.G. �y N Q U FTG. EXTENDING b" MIN FROM CHIMNEY WALLS (APPROX. ? 4'-O"x2'-O"xl'-O" DEEP) 3 SEARING V-O" MIN. BELOW 12. PLACEMENT TEMPERATURE SHALL CONFORM TO AGI 306. 0 O 0 x n p W w GRADE. PROVIDE #5 HORIZONTAL REBAR. ® 6" O.G. (BOTH x x ' z x PROPOSED N \ w � DIRECTIONS) WITHIN NEW FTG. - I I iv p tv p I MODIFIED I IN d q MUDROOM w a NLu NEW ATTIC ACCESS - PULL DOWN STAIR: ® w N NEW (2) I Z O N m� z m� BASEMENT m � �2"x8" HDR w z l .� N o q I. MIN. 350 # CAPACITY \Z m Q Q (4q-1 S.F.) ;p z NEW (2) 2"x8" ZLLI ~ 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") p VIS DROPPED BM. UJI 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. X 1 0 > 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-41 6 I I I G I Q $ x5" p W INSULATION ABOVE w/ WD. FR. (OR EQ� BAFFLE OR NEW 2"xb" P.T. - n HbR (MI SIZ ) OR PROVIDE NEW 2"xb" F.J. -- - RETAINER TO PREVENT INSULATION FROM ENTERING 13 D.J. ® I6 O.G. 13 G G S2 12 xb SLDR B2 B2 PROVIDE NEW _ WITHIN EA. BAY OF EXIST. F.J. e f DWELLING WHEN OPENED, A5 PER NYS IFCC 8402.2.4 BELOW LOAD BEARING WALL OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE _ _ _ __ •t THERMAL ENVELOPE OF BUILDING). NEW (3) 2"x8" P.T. FLUSH BM. I-O NEW (3) 2"x10" HDR A2 -�7--�-�- - T 5. INSTALL AS PER MANU. SPEC.'S NEW (2) V.I.F. E T. (2) 2"x8" 6.CONSULT H.D. FOR PRECISE LOCATION OF ACCESS. „ - - - - -.- ----t--HM (t IN. SIZE) ORJ _� I - o bB 2x8 HDR. to UNDERPINNED P. GONG. WALL CONSTRUCTION: _ _ _ _ I5 P OVIDE NEW G 4 0 0 NEW 2"x8" F.J. G H Q j It A2 0 • 2"xb" P.T. SILL PLATE w/ GALV. METAL. FLASHING I (- - ® I6" O.G• p� O N ]::�s I ui PREVENTING ANY DIRECT CONTACT w/ CONIC. NEW (2) _ _ - X�p TB fA O p PROPOSED V'1'F' PROJECT: • ANCHOR BOLTS AS PER PAGE G-003 - - - -- - -- - O - x J KITCHEN �?EXIST. 2) • NEW P. GONG. FOUND. WALL, UNDERPINNED d PINNED 2'x8' HDR. 15 Q x ^p B2 z v J 1 u 0 2"x8 O h HORIZONTALLY INTO EXIST. FOUND. WALL, AS PER O N y - ________N HEADE 5 i, DETAILS I-A/402 (ABUTTING EXIST. CRAWL5PACE WALL) I I m w�I w < - + - N(MIN. SIZE) I INDIAN NECK FARM d 2-A/402 (ABUTTING EXIST. BASEMENT WALL) NEW 2 xl0 F.J. IS z p N z ® OR • ASPHALTIC MASTIC. DAMP PROOFING "0 EXTERIOR ® I6" O.G. "IA z A2 in PRO I E • B.O. FOOTING 3-0' BELOW GRADE MIN. Ip GUEST H OS U E • 1/2" EXPANSION JOINT ® PERIMETER Of' SLAB (WHEN C C + N z APPLICABLE) b N= ® I6" O.G. N= 14 + W N / _J NEW 2'x8" F.J. L_ ENLARGED FOUND. WALL B PAD FOOTING I,_pm I . pwl - - 6 :, r r ;{• GUT EXIST. R.R. d FASTEN To EW II I. ENLARGE NEW P. GONG. FOUND WALL TO 10" THK. AT THIS 10 -►A to x p x IL N c STACKED :<•: >.:<.: NEH 7'x FLUSH BM. w/ 51MP50N LIU5) 14 N(X iv� A2 � PROP. ,r: � � I 14 '��� FLUSH BM. HANGERS A5 ABLE;OTHERWISE 3375 INDIAN NECK LN LOCATION TO PROVIDE FULL BEARING SUPPORT TO (3) p p 2"x4" POST ABOVE. NEW (3) 1."15"xq.5' T.J. 2.0E - �2' 4-2 I I NEN (2) E'Db" FLUSH BEAMS c R ( 5 ROP' PROVIDE NEW 2 xb' F.J. ® 16 G. 2. PROVIDE 30"x30"x18" DEEP P. GONG. PAD FOOTING MIGROLLAM LVL UPSET BM. A3 BATH. #1 B2 PECONIC, NY 11958 CENTERED BENEATH ENLARGED FOUND. WALL PROVIDE (FLUSH w/T.O. F.J) I I G LVL FLUSH BM. w/SIMPSON #5 HORIZONTAL REBAR ® 6" O.G. (BOTH DIRECTIONS) MODIFIED _ - LU526-2 HANGERS A3 - - WITHIN NEW FTG. CRAWL SPACE II _ 3. SIZE OF FOOTING MAY BE L-SHAPED' AS SHOWN IN 4 4 EW (2) 2"x8" HDR 2 FOUNDATION PLAN TO ACCOUNT FOR LOCATION OF �' 14 DR-AWING TITLE: (31q S.F.) - - 8B `- - - 4 - 2 NEW (4J L'15"x5.5" T.J. -- p 2.OE MICROLLAM LVL EXIST. STONE FOUNDATION WALLS. DRILL s EPDXY PIN 14 ! FLUSH BM. BELOW PROPOSED STRUCTURAL PLAN REBAR INTO EXIST. FOUND. WALLS (4" EMBEDMENT). _ _ Z CANTOLLAEll L AT BOT 5M. PROPOSED A2 to } POST TO RIDGE BASEMENT ENTRY FOUNDATION WALLS BFOOTINGS: - - - J „ Oto -� Q _ _ J.2.OE 12 NEW 8" THK. P. GONG. FOUND WALL UPON Ib"x8" DEEP P. 10 NEW (2) 1.15"x7.25" T.J. 2.0E NEW (2) t."i5"xT.25 T.J. 2.0E 2 .2 6. GONG. STEPPED FOOTING AS PER DETAIL. 3/A-402. MIGROLLAM LVL FLUSH BM. I MIGROLLAM LVL FLUSH BM. ENDS;DO NOT FASTEN TO LIVING/DINING c' n N tL . PROPOSED DRILL 8 EPDXY PIN (4" EMBEDMENT) FTG. 3 FOUND WALL 0�, �2 LEDGER BOARDS ROOM I BEDROOM #1 V INTO ADJOINING FTG. b FOUND WALL OF BASEMENT. b dpi in J N z % N p i V.I.F. EXIST. (2) 2"xb" FLUSH BM. c m w H p ry p NEW 2"x10" F.J. MODIFIED m (MIN. SIZE) ® STAIR OPENING OR cl k --� p X cq 13 BEAM SEAT w/ SONOTUBE p PROVIDE NEW;FASTEN TO dl __ > LU - N PAGE: PROVIDE SIMPSON GLB BEAM SEAT CONNECTOR UPON I ® I6" O.C. CRAWL SPACE _Q ® , w ADJOINING LVL FLUSH BM. w/ z x 12"0 P. GONG. SONOTUBE AS PER DETAIL 12/A-403. (384 S.F.) Z01 A 51MPSON LU5-26-2 HANGER �I- _ I zx lu PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. I - 7 I Q, tl 4 ISO 8C. BB 10 I4 BEAM POCKET (TYP.) w 0 N Q I w < s EVEN O15 UNDERPINNED (ONLY) P. GONG. WALL CONSTRUCTION: 1A NEW 2'x8' F.J. NEW 2"x8" F.J. ^ 0- i �; NEW P. GONG. FOUND. WALL UNDERPINNED INTO EXIST. ® 16" O.G. I O ® 16" O.G. y FOUND. WALL, AS PER DETAIL 13-A/403 X tQ f,,; � > � y FOYER • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR N p = ��/ p`- 1 DATE: 08/08/23 18 OF 20 • B.O. FOOTING 3'-0" BELOW GRADE MIN. 10 IO dJ • NEW DBL. F.J. ® STAIRS tj� .• � «� • 1/2" EXPANSION JOINT ® PERIMETER Or SLAB (WHEN NEW 2"x10" F.J. APPLICABLE) ® 16" O.G. I Lu V.I.F. EXIST. V.I.F. EXIST. V.I.F. EXIST. (3) 2"x1D" V.I.F. EXIST. V.I.F. EXIST. 15 15 z A4 15 (2) 2"x8" HDR (2) 2"x8" HDR HDR (MIN. SIZE) OR (2) 2"x8" HDR (2) 2"x8" HDR NEW (2) - - _ - - - -NEW (2) _ _ _ _ _ _ _ NEW (2) _ _ _ - - -NEN (2) (MIN. SIZE) OR (MIN. SIZE) OR PROVIDE NEW (MIN. SIZE) OR (MIN. SIZE) OR 2"x8" HDR. 2"x8" HDR. 2"x8" HDR. 2"x8" HDR. PROVIDE NEW PROVIDE NEW PROVIDE NEW PROVIDE NEW c� A-201 a�,7 till ;- ST�'UOTURAL FLAN - FOUNtl )ATION LEVEL 5 7RUOT RA i� - OROU1�I� „ _ , _ SCALE: I/4 - I -O SCALE: I/4„ - P-0" O N AL 5"-'1�50L E�' : EXISTING TO BE DEMOL.I5HED NEW PARTIAL HEIGHT M �( D I WOOD FRAME (L.G. 5TL. Ld W EXISTING TO REMAIN WHEN APPLICABLE) /� NEW WOOD FRAME (L.C. NEW FOUNDATION WALL s 5TL. WHEN APPLICABLE:) Q {, N •v t0) NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL El rr rr rr WOOD FRAME L.G. 5TL.. POST FOR 4" WALLS `-' (o WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL c; � O POST FOR 6" WALLS), U.O.N. :;7jN NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5T p c tf') Z L.. WHEN APPLICABLE) > o i P05T 8 COLUMN DESIGNATIONS: STRUCTURAL PLAN NOTES 501L BEARING CAPACITY NOTE: O O m -� , POSTS 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL j_- O ++ In AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY SINGLE SPAN STRUCTURAL MEMBER: BEARING CAPACITY OF 1.0 TON/S.F. SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY C a- v ABOVE INDICATED P05T5/BEAM5. FRAMING REQUIREMENTS, Q O OSTACKED POST/COLUMN: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: q2 (2) 2"x4" POST g2 (2) 2"xb" POST O LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/AEOVE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT EXTENDED FRAMING TO ROOF RAP`TERS: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND qg (3) 2"x4" POST B3 (3) 2"xb" POST O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HEADER (BELOW) TO SUPPORT R.R (ABOVE). 2• IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION MD- A4 (4) 2"x4" POST B4 (4) 2"xb" POST INTERIOR LOAD BEARING WALL (AE30VE): SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR ; AS INDICATED BY DASHED OUTLINE. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ( ' ° ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY ENCOUNTERED. A5 (5) 2"x4" POST B5 (5) 2"xb" POST J �/ UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. INTERIOR LOAD BEARING WALL: 4B AS INDICATED BY HATCHING. 3-1/2" O.D. SGH 40 5-1/2" O.D. 5CH 40 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY 28 5TL. COL. (ASTM 5TL. COL (ASTM DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. G D T' UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. AI23) BY SIMS AI23) BY SIMS 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED STEEL (OR Ea.) STEEL (OR EQ) 0 • y OV.I.F. EXIST. F.J. LAP LOCATION: z 5 CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT 1 I. CONTRACTOR SHALL VERIFY WHETHEP: EXIST. F.J. ARE _ � NEED TO BE EPDXY COATED. t SPLICED/OVERLAPPING ABOVE EXIST. BEARING WALLS. _(X 2. CONTACT ARCHITECT SHOULD LAP LOCATIONS 1 j .O. 6. UN., REB LAPS A MIN. 4IAMETERS. ALL LAPS r 1 PREVENT EXIST. F.J. FROM REACHING PROPOSED BEAM 5TS SHALL B . O 0 D 12 13 0 12 `f SHALL BE STAGGERED. I OR BEARING HALLS. HPLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, 3. FASTEN F.J. H PROPOSED FLUSH BEAMS USING SIMPSON LUSANGERS. 7• PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN r - -- - --- --- p O 1 (1) 2"x P.T. BD.EBOARD TOATH DEPTH OF J 5FOUNDATION: 8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT 6 2. SECURED w/(2) 5/8" cP x 5" LONG H.D. GAL. LAO BOLTS CONCRETE. ® Ib" O.G. 3. INSTALL H.D. GALV. J015T HANGERS BY 'SIMP5ON' (OR ! I * IX 1 EQUAL) 4. PROVIDE GALV. FLASHING BETWEEN LEDGER BD. 4 CONGETE - GOLD WEATHER POURING of CONCRETE MIXTURE � I GONG. FOUND. WALL OR MASONRY. I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF " TYPICAL LEDGER BOARD ® EXT. DECK: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE N 6B I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. -- - - - x - Lu - I-- -- - . ..... -- - ... .. - -- I.. 2. SECURED w/ (2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS ® Ib" O.G. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 11' ! - ----------- ------- 3. INSTALL H.D. GALV. JOIST HANGERS 13Y 'SIMPSON' (OR OVERHANG 3• ALL COLD HEATHER REPARATIONS AND CONCRETE POURING SHALL EQUAL) CONFORM TO AGI 50(o. 4. PROVIDE GALV. FLASHING TUCKED UNDERNEATH SIDINGI_ ___.____ __. -_. __._._ _.. _---- _____.. _ OVERHANG \ d BENT OVER TOP EDGE OF LEDGER BD. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND ~ EXIST. 2"x6iR.R. EXIST. 2"xb R.R. 5. SEE DETAIL II-A/403. TEMPERATURES NITHZEN RIO° P MAYCONCRETE.BMOVED OR HEATED TO �- " O7A 1.NEN EN 4" IHKON-REI FORGP. ED P. GONG. SLAB UPON g, IN NO CASE SHALL CONCRETE BE PLACED ON I I ® I6 O.G. 2. 6 MIL POLY VAPOR BARRIER UPON L GE OR SNOW. I I w REMOVE AS REOD. co 3. 4' (MIN) GRAVEL BASE I 6 12 PITCH 6:12 PITCH I 13 H w NEW REINFORCED P. GONG6 . SLAB . THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I _. _. �____� _ _. _ _. l 7B I. NEW 4' THK. P. GONG. SLAB w/b PERMITTED WHEN NECESSARY.xb -10/10 W.W.M. UPON I I I Z Z 2. 6 MIL POLY VAPOR BARRIER UPON -7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER 3. 4 (MIN) GRAVEL BASE AND SHALL BE WITHIN l0° F OF CONCRETE TEMPERATURE. BEAM SHALL BEAR I _ - J I w ® DIRECTLY UPON 2ND FLOOR L PROP. TESLA - PROP. TESLA PAD FOOTING 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. SOLAR ROOF SOLAR ROOF - o' J 18"x18 G - I DETAILS 6-A/403 8 8-A/403. f- (SEE MANU. ------ (SEE MANU. - -- -- - Z UPSET BEAM BELOW; F- 4. NDN-CHLORIDE, NON-CORROSIVE ACGELERANT ADMIXTURES ARE 5PEG5) SPECS) I Q V FASTEN ALL MEMBERS PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 I Z p PAD FOOTING TOGETHER w/ STRAPPING - . -.- _. _. . __--... _..__-. --..._._.__ .. (ASTM G444/G444M, TYPES G AND E). 0 I �- 8B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER _ 0 � DETAILS 7-A/403 d 4-A/403. CL 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL z ,/2 I 2'-10J�2 0 W 8G PAD FOOTING (AT FIREPLACE/GHININEY AREAS EXCEED ONE SaUARE INCH. m�u OVERHANG I PROP. 2'k8° G.T. PROP. 2°x8" G.T. I OVERHANG N Z l MIN. OUTWARDS FROM CHIMNEY TING HALLSMNEY i AND IS�INENDS 6"GOOD II. TOCREPEATED FREEZING AND E CONCRETE 15 PLACED. G AWING UNTIL CONALL CRETE HAS SED I 12 O 13 12 13 12 ____�..�__._.._.__._.__. I 1 .0 = ® 32.O.G. ® 32 O.G. IT CONDITION. OTHERWISE, PROVIDE NEW 12" THK. P. GONG. REACHED A COMPRESSIVE SfiRENGTH OF 800 P51. - - - 1 Li FTG. EXTENDING 6" MIN FROM CHIMNEY WALLS (APPROX. _.-----..._..._-----._.___.-__..___._-- .--- _- ----- .-.-L----_-_..---_--------------. ---- ---. - ..-- - - - -- l� 4'-O"x2'-O"xi'-D" DEEP) B BEARING 3'-C'" MIN. BELOW 12. PLACEMENT TEMPERATURES HALL CONFORM TO AGI 306. -12'-10" 8'-O' EXIST. 4"x4.5" ROUGH - - - - - - _ - l-- _L -.-� � W GRADE. PROVIDE #5 HORIZONTAL REBAR ® b" O.G. (BOTH SAWN R.R. _ - - w w DIRECTIONS) WITHIN NEW FTG. ® 48" O.G. TO REMAIN - - ------ - _. .- _. _.- - - `--. I2 'w EXP05ED BELOW NEW ( - __---- -- - - - - Z m O NEW ATTIC AGGE55 - PULL DOWN E)IAIR: Q RR 50 1. MIN. 350 # CAPACITY - - - - - - - - - _ d 0 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") m cv PROP, TESLA _._.__ _ __ Lu M Lu -- - - - - - - - - 3. DBL. FRAMING WHEN NEW OPENING, U.O.N. , - - __.-_-__.__-- ----- 4.WEATHERSTRIP AGGE55 OPENING 8 PROVIDE R-44 SOLAR ROOF 0 p _" _ -_ (SEE MANU. --- - - - \ w m INSULATION ABOVE w/WD. FR. (OR E60 BAFFLE OR v --- _._._. _ ..w._ 5PEEB EE 0 G5) --- - --- - - RETAINER TO PREVENT INSULATION FROM ENTERING to ~ U� DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 B2 - - - pN - PROP. TESLA ---__-_-- = x= x SOLAR ROOF (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE w __.____.__._,__.._.__.__�._ KIK ___ p .___________.___,__ THERMAL ENVELOPE OF BUILDING). -�p - - - - - - - - - p r I " .Dw (SEE MANU. -L - ___._-- v " Q� _ _-. _. -. ._ I_ 7 N _ _ ( z ®7 SPECS) Q w - .- a m.. 1� 5. INSTALL AS PER MANU. SPEC.'s " 3 6.CONSULT H.O. FOR PRECISE LOGATIOt l OF AGGE55. w z `�i- BATH #2 z _.__. w zN o to UNDERPINNED P. GONG. WALL GONETRUGTION: I A H g2 -_ :.__ _..._.__---- �"-� ___.__-________..----.._-__z ___._.. m _ . _- ._ .-- -.- c " N dJ 0 � . _ . _. _ . ._. - w- Q • PREVENTING ANY DIRECT CONTACT w/ GONG. - - 2 X y I b NEW(2) 1.75"x4.5" T.J. 2.0E MIGROLLAM LVL BM. tr Q�O y ~s 2"xb' P.T. SILL PLATE w/GALV. METAL FLASHING +-B2 - -- - - - _ - ti B2 w PROP. " I z / • ANCHOR BOLTS AS PER PAGE G-00.3 EE3 - " u; BEDROOM #4 z OJ ECT. • NEW P. GONG. FOUND. WALL, UNDERPITdNED d PINNED > SMO O + 4" - - Q I 5'-2" � 2�" HORIZONTALLY INTO EXIST. FOUND. WALL, AS PER ' ILS �� ,_ _._ __ DETAILS I-A/402 (ABUTTING EXIST. CRAWL5PACE WALL) I I V� �Il� PROP. TESLA -~-- - _,__ _...__ _. __._____._. _-__ ._ _._. I__ - -� ]N D I A N < �V /1'V NECK FARM E 2-A/402 (ABUTTING EXIST. BASEMENT WALL) -�'I'-2"F 4'-5" '• � � I IL � 0U� O� SOLAR ROOF 14 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR -- / 14 2�1b„ " x _ 0 (SEE MANU. I - -- - - - _...-.__._.___.____.__._. _.__.____.____.. _..... �._ • 1/2 EXPANSION JOINT ® PERIMETER OF SLAB (WHEN „ 4'-3' U I - di L _ " = V + SPECS) _ GUEST H OS U E • B.O. FOOTING 3'-O" BELOW GRADE MIN. - " + BEAM SHALL BEAR ------.._____ w w ---- - - - - - � � '- u� i DIRECTLY UPON � � ®> �- � APPLICABLE) ( 83 Q N = "" 3 _" 2ND FLOOR SHOE I z p� x �� 3 O � ---� 8-d" ENLARGED FOUND. WALL $ PAD FOOTING O. '^ c� PLATE 4 PROP. I'- 16° 11 I. ENLARGE NEW P. GONG. FOUND WALL 'r0 10" THK. AT THI5 ( m SM/GO +n B3 SUPPORTING UPSET BATH. SEAM BELOW; R �x 2 2 3375 INDIAN NECK LN 2�4A POST ABOVE IDE FULL BEARING SUPPORT TO (3) w OLu m #3 FASTEN ALL ( w V w X �} _ - - - ------ - ---- -- MEMBER 2. PROVIDE 30'x30'xI5" DEEP P. GONG. PAD FOOTING �0 " 2 TOGETHER ws PECONIC, NY 11958 2 - x z STRAPPING NEW 2 1.75"x4.5" T.J. 2.OE -- - - - - - - #5 HORIZONTAL REBAR ® 6" O.G. (BOTH DIRECTIONS) .t CENTERED BENEATH ENLARGED FOUND. PROVIDE � _ in Q= 2'-3" 2'-2" --2'-8" 5'-O" I MICROLLAM LVL RIDGE BM.NITH ` -- -L__ 82._�..__ iv _.__-___. ............_-.-____-...0 __-_ --------_._._-._. __.-- ..-___ FV �� x Q `' a j RAWING TITLE: 3. SIZE OF FOOTING MAY BE L SHAPEC' A5 SHOWN IN m 0 " 0 ATION PLAN TO ACCOUNT FOR ION OF E�5�5TONE FOUNDATION WALLS. DRILL 4 EPDXY PIN B2 ~ a " I Q QQ;-- -_--.-_-_._. _. _-._.._ __._.__.___. ._._. _ I .,Qa = z Z z " m �PROPOSED STRUCTURAL PLAN REBAR INTO EXIST. FOUND. WALLS (4' EMBEDMENT). w0 �t tr BASEMENT ENTRY FOUNDATION WALLS 8 FOOTINGS: -- N~ AUK z�x m 12 PROP• O NEW 8' THK. P. GONG. FOUND WALL UPON I6 x8 DEEP P. I I -w�w HALLWAY v� Oz - Q 3w GONG. STEPPED FOOTING AS PER DETAIL 3/A-402. N HK - N z DRILL EPDXY PIN (4" EMBEDMENT) FTS. d FOUND WALL V 0 0___.__.-_- -_---.- -__+ _ ___._______.� 0 ___.__X .____ _ . INTO ADJOINING FTG. $ FOUND WALL OF BASEMENT. I F x - x = UJ m PROP. " "®W 0 w _ SEAM ZINC ROP,PROP. STANDING PROP. TESLA I SOLAR RO F w f 13 BEAM ROVIDESEAT SIMPSON�LB BEAM SEAT CONNECTOR UPON 4'-7 " - - BEDROOM #3 - - I _-. _-- ®O,___ T SLOPE (TYPJO MATCH T (S SPECS)U _. .._.._-___ _-. -_.. ._ _.__. . .-. I- PAGE: Y2 + 12"(P P. GONG. 5ONOTU5E AS PER DETAIL 12/A-403. ( L3 _ I . _ X x PROVIDE FLASHING AT ANY WOOD GOND:.. GO EGT D i LU ri LU orm 0 0 _� 5mm'oL02m0j. 14 BEAM POCKET (NP.) � " � -. .. ..- --_ _ ---- --_ ----- -----------._..._ ----... OIS UNDERPINNED (ONLY) P. GONG. WALL CONSTRUCTION: NEW P. GONG. FOUND. WALL UNDERPINNED INTO EXIST. m FOUND. WALL, AS PER DETAIL 13-A/403 DATE: 08 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR - 12 13 12 12 13 12 /08/23 19 OF 20 • B.O. FOOTING 3'-0" BELOW GRADE MIN. 4'--�2" EXIST. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I PORCH APPLICABLE) A-201 Oi ❑ ❑ 8'-OI/2" 13'-4y2" G ✓ 'z rl y..A O0N57 UOT I ON PLAN - SEOOND FLOOR CON57RU07I ON FLAN - ROOF SCALE: 1/4" = 1'-0" SCALE: I/4" = P-O" Q � D � I W W w N Q +� L P1 O cLoZd- -�/�-�- A�2o1 n' •O � �N 3 c m (O O O ++ -c O N Q O � m0 W U (D W PROPOSED \ T BEDROOM #2MR \ \ _ eye r, AII d D c -- — - — Y— - PRbP. PWDR ROOM f cf) PROPOSED � ` `- -- STONE PATIO — I= p IN / PROPOSED I alz Em MR =09 m w B B — z --- -- ---- e - Z \� — \ a QZi li it � I rt \ L.Li w RO H`r� ( BA2 Q ( \ M i z 1 oPOSED \� � �\ � I � -� _ = I�_ -_ _ _ _ _ _ � _ = BEORo°oM #4 I � \' 11 I� a w' r�rzMR KITCHEN \ _ - ( 5M/G0 / C? O' WI Zl i / g z _� D F= c�, MR - - J X _ / u.!w TAGKEL>' BATH. #I 8 1 w o Ej I o =4p- El PRO � HA R A LIVINOVDININO - -- -- C — f— PROPOSED H Q R M "—�� BEDROOM #I I " PROP. H o \ \� BEDROOM #3— _ — _ PROJECT: II I1 SII k, �` INDIAN NECK FARM w GUEST HOSUE OY ---- - 3375 INDIAN NECK LN -- - -- - A-2°' PECONIC, NY 11958 MF/6.F.1. DRAWING TITLE: ELECTRICAL PLANS I A-201 PAGE: �- (1) ELECTRICAL FLAN - O ROUND FLOOR (2) ELEGTR I GAL PLAN - SECOND FLOOR E-101m0o"' SCALE: 1/4" = I'-O" SCALE: 1/4" = i'-O" DATE: 08/08/23 20 OF 20 • w..•`tea+!: -r,_,,�, ',.'-k`;'� 7