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HomeMy WebLinkAbout7724 09 a- rea (r Owner: Castano, Jose File M 7724 Address: 1700 Grathwohl Rd Code: 17PA Agent Info Andrew Dunleavy 551 Pond Path E. Setauket, NY 11733 Phone: 516-316-8864 Fax: Email: vineandsea@aol.com L 0 J _t OFFICE LOCATION: 1VIAILING ADDRESS: Town Hall Annex ��®� S®u��® P.O.Box 1179 54375 State Road Route 25 �® �® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1809 ® �O http://southoldtownny.gov I�COUNT�,� ZONING BOARD OF APPEALS RECEIVED Town of Southold .� &W � aO J A N 2 3U3 2023 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 19, 2023 AW% Southold Town Clerk ZBA FILE: 7724 NAME OF APPLICANT: JEANNE AND JOSE CASTANO PROPERTY LOCATION: 1700 Grathwohl Road,New Suffolk,NY SCTM#1000-117-4-3 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 thru 14-25, and the Suffolk County Department of Planning issued its reply dated September 23,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated December 29,2022.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 11,892 square foot parcel located in the R-40 Zoning District. The northerly property line measures 115.10 feet and is adjacent to Grathwohl Road, the easterly property line measures 150.00 feet and the southerly property line measures 46.91 feet and the westerly property line measures 152.68 feet. The is an unusual, shaped property. The parcel is improved with a one-story frame dwelling with an attached wood deck in the rear of the property. There is an 8.0 ft. by 8.0 ft. shed located right off the rear deck on the easterly corner of the property as shown on the survey map prepared by Paul Barylski, LS and last revised January 10, 2022. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Sections 280-124; and the Building Inspector's August 11, 2022 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single-family dwelling at; 1) located at less than the code required minimum rear yard setback of 35 feet; located at 1700 Grathwohl Road,New Suffolk,NY. SCTM#1000-117-4-3. RELIEF REQUESTED: The applicant requests a variance to demolish(as per Town Code definition)and reconstruct a single-family dwelling. The proposed construction,on this nonconforming 11,892 square foot lot located in the R- 40 Zoning District is not permitted pursuant to Article XXIII Section 289-124,which states lots measuring less than 20,00 square feet in total size require a minimum rear yard setback of 35 feet. The proposed construction will have a rear yard setback of 26.4 feet. The new additions will be to the front of the dwelling that faces Grathwohl Road, and the existing footprint will remain in the rear of the dwelling as shown on the Site Plan drawings by Zachary T. Clanahan,Architect, dated July 31, 2021. Page 2,January 19,2023 #7724,Castano SCTM No. 1000-117-4-3 ADDITIONAL INFORMATION: During the Public Hearing held on January 5,2023 the neighbor to the rear of the property stated she had no objection to the second story addition. The applicant will be installing a new I/A Innovative Advanced sanitary system as approved by the Suffolk County Department of Health Services. A Certificate of Occupancy No. Z10337 was issued January 7, 1981 for a Private One Family Dwelling. A letter of non jurisdiction was issued on March 8,2022 by the Town of Southold Board of Trustees, although, advised that no disturbance shall take place within 100 feet landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed reconstruction is in keeping with the character of the community. Many of the homes in the area have been improved and enlarged. The residence faces West Creek, but is on the landward side of Grathwohl Road. The proposed addition will be added to the front of the existing dwelling and only the interior walls are proposed to be demolished. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. Due to the nature of the unusual shape of this property,there is very little rear yard and there will be no further building to the rear of the property. The new reconstruction will be to the front of the property and the new roof lines will be conforming to 35-foot minimum code required rear yard setback. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 24.57% relief from the code. However, the existing rear yard setback will not change. The existing dwelling conformed to the prior Zoning Code when it was originally built. The exterior perimeter walls will remain and the new roof line will conform to the 35-foot rear yard setback. The architectural drawings show attic space above the second floor to be used for storage and will remain unconditioned space with no finished walls or ceilings, and no heating or air conditioning. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. 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. 6. Town Law V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a reconstructed dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,January 19,2023 #7724,Castano SCTM No. 1000-117-4-3 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 Weisman(Chairperson), seconded by Member Dantes, and duly carried,to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans (Sheets S-1 &A- 1 thru Al I & D-1))prepared by Zachary T. Clanahan, Architect, and dated July 31, 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The third story attic shall be used only for storage, and shall remain unconditioned space (no heating or air-conditioning). 2. The applicant shall install a new I/A Innovative Advanced septic system approved by the Suffolk County Department of Health Services. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE 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 a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan . and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town `V'f Lytaxany var i neer gr anted by the i;var d of cAippeai� �haii become uuii and void:vher 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 =r Page 4,January 19,2023 97724,Castano SCTM No. 1000-117-4-3 FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento (5-0). slie Kanes eisman, Chairperson Approved for filing / /9)e) /2023 ARCHITECT ZONING INFORMATION: REc I V E D TOWN OF SOUTHOLD SEP 0 9 2022i 7- PHYSICAL ADDRESS: 1700 GRATHWOHL ROAD, NEW SUFFOLK, SOUTHOLD, NEW YORK Zoning Board of Appeals S.C.T.M. 1000-117-04-03 TOWN ZONING: R-20 QR LOT AREA: 11 ,892 S.F. 0.273 ACRE)0. \-� � Gv� 5 v�\�� 1�j a Qct � SEAL R-40 ZONING PRINCIPLE SETBACKS MINIMUM EXISTING CONDITIONS �� \\� -� ro1 0 280-124. NONCONFORMING LOTS (LESS THAN 20,000 SF) 00 • ��p ARC LOT SIZE: 40,000 S.F. 11 ,892.0 S.F. �\� 6 cc LOT WIDTH: 150 FT. 115.1 FT. 2 �� 5. 9 LOT DEPTH: 175 FT. 152.68 FT. �� 5. 1 FRONT: 35 FT. 88.1 FT. ti �\�\� X S I DE TOTAL. 25 FT. 29.6 FT. �, Q P� O / SIDE, MIN. FOR ONE: 10 FT. 11 .6 FT. �� \'� 1 REAR: 35 FT. 26.4 FT. �� c,Q� 1 6.5 CONSULTANT HEIGHT: 35 FT. 17.7 FT. P X 5, c�' N, liriikxl�muf ALLOWED 13Y MAIN AND p0 W ACCESSORY ROOFED BUILDINGS: 20% 7.3% `�`� 5.5 x AC / X , � �- � 2,378.4 S.F. (MAX.) 869.1 S.F. PLANNING / 5 � �'� 2 � � GROUP EXISTING FLOOR AREAS: OWNER EXISTING 1ST FLOOR 803.2 S.F. '' / � � F�NOE EXISTING EXTERIOR SHED 65.9 S.F. ,\ o \AP\\1 TOTAL EXISTING AREAS 869.1 S.F. p�• / JEANNE & JOSE CASTANO `v 7 SEPTIC SYSTEM 1700 GRATHWOHL ROAD j 4. 4 / AS DESIGNATED o, / SOUTHOLD EW SUFFOLK 1 / X 4.8 / BY S.C.H.D. / / N.Y. 11956 -1 ool R-40 ZONING PRINCIPLE SETBACKS MINIMUM PROPOSED CONDITIONS 4. 6X / �\, LOT SIZE. 409000 S.F. 11,892.0 S.F. / 150 FT. 115.1 FT. / �/ 1 LOT WIDTH : / P E LOT DEPTH: 175 FT. 152.68 FT. �/ • 5'8 � ' el ` CS10 C 1 FRONT: 50 FT. 57.8 FT. SIDE TOTAL: 35 FT. 35.0 FT. SIDE, MIN. FOR ONE. 15 FT. 15.0 FT. \ 1 d REAR: 50 FT. 38.8 FT. (VARIANCE) S7J \ e . 1 HEIGHT: 35 FT. 34.8 FT. OOJJ \ 9. f g 1 el. STOCKADE FENCE 9.5 MAXIMUM LOT COVERAGE ,�� (�p� .�1 el Qp R�� J G 1" 1000 2 08-03-22 REVISION AS PER ALLOWED BY MAIN AND � P \ �� , 1 9.4 TOWN'S COMMENTS ACCESSORY ROOFED BUILDINGS: 20% 16.02% .0 X ��, , � ''\ - 1 04-04-22 REVISION AS PER X0*1 1000 000-0 TOWN'S COMMENTS 1� 25378.4 S.F. (MAX.) 12906.0 S.F. (VARIANCE) NO. DATE REVISION N \ V�6 A 10.2\ PROJECT TITLE (O \el. el. \ •0, 1 J/ RENOVATIONS AND \ ,\gyp • 2 1 ADDITION AT: PROPOSED LOT COVERAGE AREAS: 1700 GRATHWOHL ROAD \ � 9 /.8) NEW SUFFOLK - \ � � � PROPOSED 1 ST FLOOR 1 )382.6 S.F. SOUTHOLD 3 , ' �1 s W E \ / =, ,.:.f,,,` , �� ..r , o N.Y. 11956 PROPOSED EXTERIOR DECKS 424.5 S.F. ��. '�, SIDE EXTERIOR PLATFORMS 33.0 S.F. S.C.T.M.N. 1000-117-04-03 EXISTING EXTERIOR SHED 65.9 S.F. TOTAL EXISTING AREAS 12906.0 S.F. �'� I \\ `��• 10.3 DRAWING TITLE I��'�' \ '<5`✓ CEO 1 2 W • G�`L S 10.5 dJ CO S.� ��G \\��' PROPOSED 2 �p F �• SITE PLAN X G\\ .8 o, 1 1 .0I�AIL MAP Q P NMEV1MVED BY ZO RAM BY IEG "J P�� �j SEE DECISION # HECKED JC 71 '`�� ���� DiATED� / � / ATE 07-31-2021 0. 4 � .. 8 CALE AS NOTED o � '� SHEET NO. ( • I J / ✓ I Y r`� PROPOSED SITE PLAN / 10.8 INFORMATION TAKEN FROM NTHE SURVEY PREPARED BY: O 0 20' 40' 60' NATHAN TAFT CO WIN III • N/0/F LAND SURVEYOR, PROJECT DATED 12-12-2016 E VEL YN DA SKIN NUMBER 072 ARCHITECT DN RECEIVED 1 `\ SEP 0 9 2022 Zoning Board of�1p;�t�als .�� • ENTRY ROOM ————__ — — ———— —————————————————————————� 1 "i -✓ -N' ..w t is DN \\ SEAL i --- — \\ ARC I , � y /----------------------- ------ L Lu -- \\ UQ ------- ------------------ -- -------------- \ h ---------------n -- --------------- 1 LIVING BEDROOM# 1 11 � I l j I I I I III F OF I l III II III I I I II '� I II Ill I I I I ll III II Ill II II II I ll ISI II Ili l I c I I ll III II ill IL— CONSULTANTi i it I I I I 11 SII II I I I I I 11 III II Ill I � III II ISI CL. CL. CL. --___—_—===— I =______== -- _______________ —====______� ------------ - - ---_ __ = 42'-04" loe ARCHITECT 20'-51" 7'-11 1" 13'-7 " ol 28'-6" (EXTERIOR PORCH) 77;?q 10 ECEIVED A ' 3• P 0 9 2022 .. i O '4' _ d- I •� � \S cD T.O.C. FOOTING ® - 4'-2" - Q " Q Zo oard,§f APpe 9 � 3• r d , I— LINE OF NEW MASONRY STEPS A80VE LINE OF NEW MASONRY STEPS ABOVE SEAL ARC 2 x I I A�k� � �° ----------'- ---------- -1� ;I - -- rir ----------t ! L-�JL' J L�JL' J r ---------------- !�: (✓ I �Q 9� I I L Jt`.J, r--------� L J1� ,J I I z FOUNDATION L------U L--- ( I = \6 I I —I L___--_J L_ I I w " CL WALL ® - 0'-4 1 [G Y Of I I 12'-5" 14—3 2'-10" 5' 2" 2'-5"1 I I I 1 IIICL IIII 1 :f I1�I iy' :I. !. .K. :t :i:• :f' 1•' b:: I j ( II T.O.C. FOOTING ® - 4'-2" \\? NN1 of po- $/ 18 x 18CONCRETE PIER 035"b 18» DON TO 4'-0" x 4'-01x 18„W 1 27/ 1i OF v \ CONCRETE FOOTING BELOW W/PROPOSED w PROPOSEDT.O.C. FOUNDATION STEEL ® 8” O.C. wUNEXCAVATED -7 1/4" UNEXCAVATED EACH WAY T.O.C. FOUNDATION 1 4"CONCRETE SLAB ABOVE i 1 4"CONCRETE SLAB ABOVE a WALL ® + 0-2 -----------Q--- --------- - -----------------------------------ao L � � -� - • i) •tt•.I' 1' .:,. I � / I I r I I IJ \ / CONSULTANT JO 1 ----- ----------- ---------------- --------------- 1 IV T.O.C. FOUNDATION 40 I I 1 I L- N- --------- a: `\ WALL ® - 1'-2" FOUNDATION T.O.C. FOOTING „I I N I 1 1 " 1 I L-__----_---_ .::.:..;.. 8 x 18' CONCRETE PIER I L .. I I SHELF ® - 0'-2" ® - 4'-2" CV I 1 " 1 1 ;.. ONC. OF R DOWN TO 4-0 x 4-0" x 24"I �... .•.,l.,: > .., \\\ CONNED N L ---- /\\ \\\gpRONOp 2� '^N 1 i �� CONCRETE FOOTING BELOW W/ L------------- .� \\\\\ C. A Rp Op ?� qQ s 1 I o 5 STEEL REBARS ® 8" O.C. --� N '! I I i -------- / •, \\ Ott � / � �o / q O B 21_d» • » 12'-81" 6'-2 // 81_3j" /] \\\\ \\\\ ro 1 i x� ACH WAY 3® I 4" x 7" x 5" DEEP r-------� 4" x 7" x 5" DEEP :; \\\ \\\ j I Z r- ------t / / \\\\\ \ PLANNING 1 I NEW BEAM POCKET I 1 NEW BEAM POCKET 1 l I GROUP \ A-6 I I , I I 1 / «' / , A-6 A-6 NEW 3-1/2" x 14" 2.0E NEW 5-1/4" x 14" 2.0E / / \\\ / /�-6 PARALLAM PSL FLUSH BEAM PARALLAM PSL FLUSH BEAM _ / / 7 / ' / T.O.C. FOUNDATION / -•� — ' — ' — ' — ' — — ' + ' T.O.C. FOOTING - I I 0 - 4'-2" WALL ® - 0'-2" x I L-------J / / / i II �_______� / / ,� i i OWNER (D CAST IRON CLEAN OUT ( p PROPOSED / / / / I • / / / 1 Lo ( I T.O.C. FOUNDATION I PROPOSED o W lq- ;� CRAWL SPACE I SHELF ® — 0'-2" / / V �3\ / / �, UL CRAWL SPACE Nm% ft (V ,'' N .-Id NEW 2"CONCRETE SLAB ,:�' / 0 I I o NEW 2"CONCRETE SLAB I „ „ / / o� / / J Nm xg xri / / / JEANNE & JOSE CASTANO O -----� 4 x 7 x 5 DEEP / / / / ----J ,r '-I N T.O.C. FOOTING / PROPOSED / / N // % NEW BEAM POCKET / _ y. '"N 3® �J/ 1700 GRATHWOHL ROAD �r 1 ® — 4-2 / r / PROPOSED / UNEXCAVATED / 1 ..� w r—— ?.• / / 4"CONCRETE SLAB ABOVE / ' / I 1 r_—, f I w� z -m ; UNEXCAVATED / "a'd` / � / NEW SUFFOLK I I 4" x 7" x 5" DEEPI ------� / / I I I 'z g / / / 4"CONCRETE SLAB ABOVE / I / / / •-IcV I r-------- 3-' / / 1 1 1 NEW BEAM POCKET I I / / / / .;. / 00 I I I I I I I z�I / / / / SOUTHOLD PROP. 1 I I I o ao UNEXCAV. I I I I I I / / ^ / / 1 PROP. 1 I I I I a • / / / / N.Y. 11956 / I I I 1 / / ., / � °' UNEXCAV. I 1 _ _ _ _ _ _ _ 4"CONCRETE I 1 i 1 / / , / 'may 4"CONCRETE 1 I I I NEW 3-1 2" x•14" 2.0E • — — � T.O.C. FOOTING / O I I ° / I NEW 5-1/4" x 14" 2.0E / SLAB ABOVE I I I I 1 , „ / 3\5 ® _ 41_211 / / SLAB ABOVE 1 I I PARALLAM PSL FLUSH BEAM 1 �'ARALLAM PSL FLUSH BEAN) I I • • I I I I 2 —2 / � / / "/ I I • I I Y' I I T.O.C. FOUNDATION L-------J / / / c� I I L ------- SHELF ® - 0'-2" / / T.O.C. FOUNDATION L--.J '-7 /1 r J �� WALL ® - 0'-10" / / L 1 r ----� e ( T.O.C. FOUNDATION 1 T.O.C. FOUNDATION L '7 . 9 -4 / // 1 0� cV SHELF ® - 0'-2" - I SHELF ® - 0'-2" 6 \\ , „ / / I 1 xO 18" x 18" CONCRETE PIER t_, 1 LINE OF NEW I I = 3 —9 N DOWN TO 4o-O" x 4-0 x 24 = L FRAME WALL ao 4' j NEW 1 1 / / L—_ '' w® CONCRETE FOOTING BELOW W/ I I NEW : 1 UNEXCAV. 1 1-1 �. / x : I I co r-IN 1 rIN ABOVE I 1 1 �' M ,gyp / / rinl co z #5 STEEL REBARS ® 8' 0.C. I I UNEXCAV. 1 1 " 2'-4" 1 REFERENCE in 1 (4"CONC I L- ------------ / O i I , EACH WAY I :`. I CV 1 1 y, 1 1 _ SLAB ABOVE) I �s 1- / .1 (V I % -------------- / ) „ I 1 (4"CONC. I L— —- 17 —5 4 2 ' --f_ + ' i. j NATTEW ACH W/ 5/8"LOLAG BOLTS OR R ILABABOVE) I 1- -� 1 t STAGGERED ® 16" O.C. I I L_—_-__-, _--_-__--J 8 5'-5 ---- I — — — • — • — — — • — — . r -IN r-----1 F71� O (2) 2 x 1O's 18" x 18" CONCRETE PIER r------ 2 59-0" �, 31-0" NEW 36' WIDE x 24" I I rn .I 2 2 FLUSH HEADER DOWN TO 3'-0" x 3'-0" x 18" I I 2 HIGH ACCESS OPENING I ti . I I A-7 A-7 CONCRETE FOOTING BELOW W I '�•. Imo' T.O.C. FOUNDATION / 1 ----------------------� I I 3 -0 WALL ® - 0'-2„ #5 STEEL REBARS ® 12" O.C. d• : ci A-7 I I rst .0# Ln r----- -------EACFfiWAI~-- 1 `' I o PROVIDE CONTINUOUSLY OPERATED r-------� L-----J co » » L------J o ' REVISION AS PER I 2 -4 I r ------� 1 07-04-22 TOWN'S COMMENTS MECHANICAL VENTILATION ATA 1 1 I 1 CRAWL I I RATE OF 1.0 CUBIC FOOT PER MIN. I I i� I CRAWL FOR EACH 50 S.F. OF CRAWL j I ti` I SPACE --- --1 i ® SPACE -----, SPACE GROUND SURFACE AREA. ( CRAWL SPACE I I �' --� I I CRAWL SPACE I , I 1 NO. DATE REVISION GROUND SHALL BE COVERED WITH I I I I I I A CLASS I VAPOR BARRIER. I I I I PROPOSED 100 2p I 1 00 I 1 PROPOSED I I a l 18 x 18 CONCRETE PIER I --__ I X 1 : 1 PROJECT TITLE NEW CRAWL SPACE L -- ---J 1 1 UNEXCAVATED I I 14"UNEXCACRETE LAB ED TOTAL AREA= 609.6 S.F. I BOVE 13'— 4'— rn ___� CV DOWN TO 4'-0" x 4'-0" -- I UNEXCAVATED I4"CONCRETE SLAB ABOVE —J ^ 4 8 1 : .. CONCRETE FOOTING B OW W/ -- O Z PROVIDE= 12.2 CUBIC FEET r--_iri l 1 z #5 STEEL REBARS 8" O.C. I i I MECHANICAL VENTILATION _- J RENOVATIONS AND i= 1 1 - EACH WAY ADDITION AT: N N 1 1 x i I Li LI O I T.O.C. FOUNDATION Li I I ----------- -------- JO O 0 SHELF ® - 0'-2" s in c� — • _ =- - —o— — — — ®- — — • — 1700 GRATHWOHL ROAD 0 o EXISTING (3) 2 x 8's AM NEW SUFFOLK N T.O.C. FOUNDATION WALL ® 0'-0" 04 (3 SOUTHOLD -H -H 3-1/2" x 3-1/2" x 1/4" o N.Y. 11956 1 STL. COLUMN DOWN TO co I 3'-0" x 3'-0" x 18" ® S.C.T.M.N. 1000-117-04-03 `t CONCRETE FOOTING BELOW I �} W/ #5 STEEL REBARS T.O.C. FOUNDATI BASEMENT DRAWING TITLE ® 12" O.C. EACH WAY -' WALL ® 0'-0' (UNFINISHED) 00 BASEMENT (UNFINISHED) x N PROP. FOUNDATION PLAN, W AND uP EP �� PROP. FOUNDATION FRAMING PLAN N W 2) 1-3/4" x 7-11 4" N L FLUSH HEADER T.O.C. FOUNDATION WALL ® 0-0' DRAWN BY IEG cO KEY z I �} I CHECKED ,IC Q N Q — STEEL COL. DATE 07-31-2021 Q — • — • — • — • — — FLUSH STUCTURAL MEMBERS //////////////////////,r-i — LOADS FROM ABOVE ON WALLS SCALE AS NOTED ;;u}rr4 ' r -1ST CONC, LEVEL —71 f 28'-1" (EXISTING) 5'-51" 6'-101" �• ' ��• '`'' -2ND CONC, LEVEL SHEET NO. "Fn -� —3RD CONC, LEVEL 35'-2 .,�, .i:.�«;�*r'.?J�s��.r::.V:�'r�..v . AA,, /A� ff ``��rr ,,rr�� 40ex:r; s.M,>';.;. ,:.. "`±''rzlr°: "` -4TH CONC, LEVEL '1�/"9L.. i+4�*al� -5TH CONC, LEVEL RE ' 'IEWri ------------ —FTG SP DEC , PROPOSED FOUNDATION PLAN — — — — —HIDDEN MEMBERS ABOVE PROP. FOUNDATION FRAMING PLAN c" t - Ea —DROPPED BEAMS ABOVE SCALE: 1/4" = 1'-0" O —FRAME WALLS (SEE 01A) 0 2' 4' 8' 12' 0 2' 4' 8' 12' PROJECT 072 NUMBER 42'-04" 00, _STRUCTURAL KEY ARCHITECT 20'-5�" 7'-11�" 13'-7j" ��,� 00 0 —LOAD BEARING WALL r 5 19'-6 5 i R EC F I V E 7D,� _-- %//////////////////////////// -LOAD FROM ABOVE -HEADERS (FLUSH MEMBERS) 5'-6 $'_6" 5'-6 " 2'-4 5'-7" SEP 0 9 2022 e- 1100 00 ®——— —ORDERS (DROPPED MEMBERS) r • —STRUCTURE ON UPPER AND LOWER ROOF c0 Zoning Board of Appeal, c0 ❑ -STEEL COLUMN .; " a • HSS 4-1 2 x 4-1 2 x 1 4 HSS 4-1 2 x 4-1 2 x 1 4 - / a / a `t Q / / / O�x� -POINT LOAD ABOVE ,� ,A;� 28'-6" EXTERIOR PORCH 1 COLUMN DOWN TO NEW CONCRETE COLUMN DOWN TO NEW CONCRETE -WOODEN POINT LOAD / 1 , ` ) 1`2 4` „ PIER & FOOTING BELOW 6 TYP. a r „ Sal ( ) PIER & FOOTING BLOW (6) TYP. 7; SEAL 2 .. ---------------------- --- --- --- --- = r---- e rLAW= ARC DN 22 clk _ I O O H MAX." O O O O I \ ® - - - - U U- 5-1/4 x 11-7/8" CONT. \ _ // / �j Q a2 d I I \ \ �6 Ia. 2 OEDROPA BEAM LLAM PSL \ \ \ COLUMNHSS DOWN TO CONCRETE W ¢P >s \ I I I a I S, \ PIER & FOOTING BELOW +r o I'— Z0° 15'--9j" '-8" i a \ \ I I�_jm o" I �/4'k \ \ O \ xa 00p I OE 1>\ \ u-cl \ I Ofd X I 0-,96 �/8"� \ \ 035a5� ,• I I ' w „ , „ I p \ a a o Uh �qM CO/y X ^ 1 1 —4 o PROP. FRO T PORCH 1 —4 —4 1 \ I W o 5-1/4 x 5-1/4 1.8E 5-1/4 x 5-1/4 1.8E M W HDQ-8 HOEDOWN CONNECTOR DN 22" � TONE FINISH AS w \ 5-1/4" x 5-1/4 1.8E I �°-� N� " » I eFq �°5( DN 22" \ PARALLAM PSL COLUMN j o 3® PARALLAM PSL COLUMN PARALLAM PSL COLUMN I \ `� SEE DETAIL 5 ON SHEET A-7 MAX. SE EC1ED PER OWNER MAX. ~ � POSTED DOWN SOLID TO I Lo04 z POSTED DOWN SOLID TO POSTED DOWN SOLID I �� X NEW CONCRETE FOUNDATION a W / NEW CONCRETE FOUNDATION TO NEW CONCRETE I O I 1 (2) F AIM k2UWT4116 rxKV 1 � ` . WALL BELOW (3) TYP. i I FOUNDATION WALL I / 00 I 7 - LO FWGB 80L FWG 08ORIN % �� I •xKV _ . _ . _ — - - - - CONSULTANT „ �,.,.,/ , „~ ..i �" 'N , " I I rN 4- KV 3-1/2" x 9-1/4" I oo G°tom 5 19 —7 5 8 O HDQ-8 HOEDOWN CONNECTOR / -k = CONT. 2.0E PARALLAM m 4 V I PSL FLUSH HEADER w o HDQ-8 HOEDOWN CONNECTOR SEE DETAIL 5 ON SHEET A-7 I N� ^N_�Q z'T o SEE DETAIL 5 ON SHEET A-7 I N I 4 04 -; I 3 _1 _4 / N(no X� N N 4» PROP O wok _-_ _i _ _ \ z kQQpp x� 5'-1„ '_�" — — w0"'o cONCgP? 5 1/4" x 5 1/4" 1.8E o� �o F'M (2 HEAD D ro< O \ RON PARALLAM PSL COLUMN w X z Q w Nv PROP. 3 \\�o� /tF"z ���_ k a1 POSTED DOWN SOLID TO xo N OP. oam, LIVING 6Q. I NEW CONCRETE FOUNDATION � ING \ALL FINAL FIREPLACE ROOM 1 8080 0 _ WALL BELOW (2) TYP. = zR OM ate% AND CHIMNEY I FOYER '-% 42'-04" 77c4 KEY ARCHITECT A01I 4(i.�i.s;�t`I�:.L•; WINDOW NOTES: STRUCTURAL KEY O LEADERS 40 10 - - - DROPPED BEAMS SEP 4 9 2022 I 1. OVERALL UNIT DIMENSIONS SHOWN ON PLAN _ - LINE OF SECOND FLOOR ABOVE ARE EXISTING HEIGHT & WIDTH. - - - LINE OF STUCTURAL MEMBERS 5'-6j" 8'-6» 5-6 3'-114» 3'-114" Zoning Board of Appeals 2. WINDOWS SHOWN WITH AN "*" MEET THE -------- - LINE OF CLG. EDGE ABOVE 01 0, CODE REQ. FOR EGRESS: -GIRDERS41 10 ------------ MAX. SILL HT. : 44" ' ' ' — ' ' — ' ' - -SECOND FLOOR BELOW - LINE OF CENTER LINE 4 MIN. NET CLEAR OPENING: 1ST FLOOR 5 S.F. ® -POINT LOAD LOAD BEARING WALL � • e � MIN. NET CLEAR OPENING: 2ND FLOOR 5.7 S.F. MIN. OPENING HEIGHT. 24" ----- -- - CLG. EDGE BELOW "f cfl �4, MIN. OPENING WIDTH: 20" cn - POINT LOADS (WOODEN) Q NOTE ALL HEADERS (2) 2 x 10'S UNLESS OTHERWISE NOTED QI 7 2 $ » I -------------- - POINT LOADS (STEEL TUBE) 1 LINE CLOSET POLES & SHELVES ''fi'` - WALLS SEAL 28'-6" (EXTERIOR DECK) ,:.2 �p y� - MED. CAB. ® BATH RMS. � ARC » �Q,,000 ct_A,y TSP y Y 18 2„ w < �� 0 ALL EXTERIOR GUARDRAILS p TO BE 36" MIN. IN HEIGHT - (eX�R/OR - N 5-1/4" x 5 1/4 1.8E " AS PER CODE " PARALLAM PSL COLUMN � EC/( 5-1/4 x 5-1/4" 1.8E 035 O ) POSTEDADOWNLSO IID TOPOSTED '9 EXTERIOR DECK HEADER BELOW (3) 7 EER OLBELOW TO F OF .. HDU2 HOLDOWN CONNECTOR 3-1/2" x PSL H 2.0E w _ PARALLAM PSL HEADER 5-1/4" x 5-1/4" 1.8E O SEE DETAIL 5 ON SHEET A-i' FOR TIC WINDOW ABOVE ALLAM PSL COLUMN POSTED DOWN SOLID _ — — — — — — — — TO CONC. FOUNDATION 6 x 6 COLUMN POSTED 6 x 6 COLUMN � r - a - (3) 1-3/4" x 11-1/4" CONT. WALI. BELOW DOWN SOLID TO HEADER POSTED DOWN \ � \ I 2.0E MICROLLAM LVL HEADER 3 j2) FWT41,6 (2) FWT4116 �� �, 5 3 3 BELOW (2) TYP. SOLID TO BEAM CONSULTANT BELOW A—6 FWG8080L FWG8080R — — EGA—6 ,•� �- •3i8U6H-OFEAIIN� — — — — — — I I I I — — — — — — — — — 071 0 .-� pw cV I ) 1-3/4" x 9-1/4" CONT I EACH WINDOW Nw f°z HDU2 HOLDOWN CONNECTOR �-� — — — — O 7 I I I I I — • — — • — • — — — • — — �Q 2 OE MICROLLAM LVL BEAM L SEE DETAIL 5 ON SHEET A-7 , 2 x 10 R.R.'s V wR o 'DOWN TO 2 x 12 `" (3 m ^04 W�-""x 3-1/2" x 9-1/4" 2PLATE .0E � �� c3 M 1 n MASTER i N a 11 FOR ATTIC WINDOW ABOVE I 1 91 " / 0.7 n / x o ( MASI TR PLAN I PARALLAM PS HEADER M/CRS/4•X BEDROOM I I..= BEDR �t2 yF4 I #2 FwcBo l I" I # I I I q�FR E ;o l BOR I NEW 2 x 10 R.R. NEW 2 x 10 R.R. NEW 2 x 10 R.R. 2 x 10 R.R. NEW 2 x 10 R.R. NEW 2 x 10 R.R. 12 x 10 R.R. I \�, / \v/VL PLANNING / 0 ,6" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 0 16" O.C. 1 GROUP 1 I 1 1 HDU2 HOEDOWN CONNECTOR _�"� O • A-6 " I " SEE DETAIL 5 ON SHEET A-7 �� / q-6 A-6 ( NEW 2 x 10 C.J. I I ( I ��i / A-6 5 —6 51 21'-0" �• / 0 16" O.C. I NE 0 16" O.CC.J. I NEW 0 16" D.C. C.J. / / 6 x 6 COLUMN POSTED �0 2 0, DOWN SOLID TO HEADER o w 2 x 10 R.R.'s o OWNER s v5 2•, c BELOW (2) TYP. I I ( I I N m DOWN TO 2 x 12 / PROP. h ^)Var I I PROP. FLAT PLATE k� 6 x 6 COLUMN POSTED ic) BEDROOM c� '` �' �' �' Z-J SEE SECTION 1 N / DOWN SOLID TO NEW # 3 " /a�' 1 ^'� �_Q mI �_�Ld �r A mI I Q m I a m BE OM I o N AND ROOF PLAN N 2/ WALLCONCRBEEL�W FOUNDATION N �N C� x<w x<W' x�W• x<w . xQW x w oom a") a`'I I a" Q" Q" I\� / JEANNE & JOSE CASTANO Sao Sao ��o I� ao �ao / �. i. Mfr. _ \_ I\ m / ?8� SAO(% Lo LoOJ I OJ I OJ I OJ ICON I x o I N�I N ai Nal I N N �'N N a. x 1700 GRATHWOHL ROAD / � I a I a � / Z 3 \ ti°° w �o ( \� _ I I a SOUTHOLD \ ° I / N.Y. 11956 MW�'Z M °� ��� ,- „ ry / I�W I I I low I I _ " _ " o$ a 17 1 / Cn o - 5 1/4 x 5 1/4 1.8E 0 _— __ N m PARALLAM PSL COLUMN O N� MASTER r I N= MA TER L I I POSTED DOWN SOLID TO BATH --- c 248 fi: r r„: h - BATH r-- z v BEAM BELOW I } x 10 p ° ... / / ( 1 13-1/2" x 7" 1.8E s I I 6 I 1 \ ��0 / ^ / I 8 ICOLUMNAPOS PSL co� FL)28EAM Cn I 4 j I I 1 b \ ry I(\=�q DOWN SOLID TO — \ I I j MASTER I I I 4 / DOWN SOLIDMTOPHE DA ER ! IBE'°�CI"� P 'R I ( x�N 51 11 1 W.I.C. I I I I W.I.C. BATH - W.I.C. x / cn W.LC. Q Ir - 8 —2" cn 1 O ,' BELOW (2) TYP. ,�a (, 6 x 6 COLUMN o I I I I I �, �I I ATH / 8 1 L_ -J v I 1 PROP. __ h�h ( g •� ,� �.�r� POSTED DOWN 6'-04" i 4 + --g�_62 --J HALL I �5N ' — . .tom '.. "� — ' — - —�#i I qEL x0I BELOAM SOLIW(5)TYPI I-----� OOH " " I -1/4ON 2.0E `nab CID HDU2 HOEDOWN CONNECTOR L \ 3 , " 6 _1�- _ T_1 " o ,i a 5-1/4 x 5-1/4 1.8E S QI ' ___ —� ___ _ N �,, PARALLAM PSL COLUMN / I - - o / SEE DETAIL 5 ON SHEET A-7 N 1 i.� 13'-6" 4-1 / POSTED DOWN SOLID TO ` I 3-1/2" x 9-1/4' 2.0E / N � I iV BEAM BELOW PARALLAM PSL HEADER / ! LO ww .�^ „ 4 1n I FOR ATTIC WINDOW ABOVE w .� 5 P I �N + TW2656 00 (SEE PROP. REAR ELEVATION) 3-1/2" x 11-7/ - .L I/ .n 1 2" x9 1 4" 2. E / Z 1 RE DS 0 10" IN. � ROUGH OPENING x / I .OE PARALLAM P (2) 2 x 10 M ,x ALL GUARDRAILS /2� FLUSH CEG. BEA AR LL M PSL HEADER HEADER 2 a = 18 RI ER 0 7. --� / " " w FOR TTI WI DOW AB VE — --� ITO BE 36" MIN. �`�'� M 2 I 3-1 2 x 7 1.8E w II 2 00 A-7 wQ IN HEIGHT AS ,� oo�^ I A-7 A-7 PARALLAM PSL Qwo 3 COLUMN POSTED w v N� I PER CODE �o .10 ih I DOWN SOLID TO =5,m I 0 I 6 x 6 COLUMN POSTED A-7 x Z o w BEAM BELOW x w DOWN SOLID TO HEADER TOWN'S COMMENTS * ( PROP, I I �a�, � c3-� I 04¢ PROP. ��z I N a I BELOW (2) TYP. 2 07-04-22 REVISION AS PER OFFICE I I ^ a �= OFFICE ^o I v= I - REVISION AS PER 10iV-31"DN 1 » "v I rn a NEW 2 x 10 R.R. `� o I NEW 2 1 R. . I 1 04-04-22 TOWN'S COMMENTS 0. MIN. I � I x 0 16" D.C. 16 0. . �--KV I ( (` J I 6 x 6 COLUMN POSTED NO, DATE REVISION Ln 10 �a DOWN SOLID TO EXISTING _ CONC. FOUNDATION BELOW CL. O Oz "'a- sV a Q ` X W N0R� GO 6 x 6 COLUMN POSTED I t W oI PROJECT TITLE -_---J Iz = DOWN SOLID TO EXISTING Q00 � Nw CONC. FOUNDATION ( J N x 0 I BELOW (2) TYP. °x a' I RENOVATIONS AND O HDU2 HOEDOWN CONNECTOR \ �R OOM �Q POWDER I SEE DETAIL 5 ON SHEET A-7 ( I 13'-5 „ 3 4'-1» eo "� 8'-11" 1" I 1 a ROOM I ADDITION AT: N �N, - .n 1700 GRATHWOHL ROAD NEW SUFFOLK x I 6 x 6 COLUMN POSTED DOWN SOUTHOLD i o Uo SOLID TO BEAM PSL BELOW 00 N.Y. 11956 I S.C.T.M.N. 1000-117-04-03 CID L� EXISTING ROOF BELOW i DRAWING TITLE TO REMAIN AS IS SEE ELEVATIONS ON I x x SHEETS A-4 AND A-5 I N N I I Y �Z L I XF PROPOSED SECOND I I w FLOOR PLAN AND PROPOSED SECOND -------------------------- J /1/Ll/1/1111/1/Ll/1/llll/1/!!/1/1111/1/l1/1/ ---- ------------1/1//Ill/1/ll/1/llll/1/l1/1//1�l/1/1l/1/1111/� FLOOR FRAMING PLAN DRAWN BY IEG CHECKED is Q Q DATE 07-31-2021 2'-83 2'-83" SCALE AS NOTED 40 e 4 11 4 -74 f 28'-1" (EXISTING) V-5j" 6'-101" SHEET NO. FINAL MAP 35'-2�" REVIEWED BY�Z���� SEE DECIS10 PROPOSED SECOND FLOOR PLAN DAT — i l E PROPOSED SECOND FLOOR FRAMING PLAN AREA: 1,273.6 sf 0 2' 4' 8' 12' 0 2' 4' 8' 12' PROJECT 0721 NUMBER �.r`�`>n.I�.r,_01 � ARCHITECT F 28'-61" up 2022 1 Zoning Boar( of ppeals 18`2 S • _ • s. RESIDENTIAL GENERAL NOTES wood frame construction manual-2018 sbc high wind edition & the 2020 new ork SE 1. All new work to conform with the 2020 international residential code (Irc), the g y AL EXTERIOR DECK state energy conservation construction code where applicable. x BELOW �p ARC 2. These plans are designed to meet or exceed the requirements of the N.Y.S. �000cLAy 00 Building Code. When building in other jurisdictions. variations or adjustments may CO QQ be required, verify any such requirements with the local code enforcement agency. W Q ;J Y 3. The Architect's certification applies only to this plan's conformance to the N.Y.S. — — — — — — — — — — — — )) Building Code and local codes. * 035a5� 3 — — — — — — — — — — — — — –� 4. Assumed Soil Bearing Capacity. 1 ton /Sq.ft. OF N� 5. All footings to rest on virgin, undisturbed soil. I — — — — — 6. Concrete to be plain, unreinforced, 3,000 Ib. – 28 day test, except for Garage slab where Concrete should be 3,500 lbs– 28 days test as per table R402.2 (RCNYS) 7. All lumber to be Hem. Fir– No. 2 with design values as follows unless otherwise CONSULTANT \ / o noted on plans: E=1,300,000 psi / Fb = 850 psi Fv = 75 psi Fc = 1250 psi A_6 FcT= 405 psi 12 12 12 12 12 12 12 12 12 12Ft = 500 psi I 12 –76 6(— —76 6r— 4f 8. Design Loadings are as follows: 24 24 24 24F / LOCATION LIVE DEAD DEFLECT LIMIT PLANNING i 1 st FI. 40 LB 10 LB L/360 GROUP Attic (Non Storage) 10 LB. 6 LB. L/360 N Z // Attic (with Storage) 20 LB. 6 LB. L/360 J a Q a Q a a J Roof (w/Fin. ceiling) 20 LB. snow 15 LB. L/360 OWNER w M M m m m M // Roof ( wo /Fin. ceiling) 20 LB. snow 7 LB. L/360 m M M M M M M W / Ceiling beams may have to be increased for storage attics and rafters increased 0 0 0 a / / for higher snow loads. PROP. ROOF I I 00 CRICKET SLOPED 0_ AT 3/12 MIN. I a 9. Provide double framing members around all openings. Provide headers above all JEANNE & JOSE CASTANO doors & windows. All headers to be (2) 2" x 8" unless noted otherwise on plans. PROP. ROOF j CRICKET SLOPED / 0 10. Connect joists to all flush headers, girders & ledgers, with steel framing 1700 GRATHWOHL ROAD AT 3/12 MIN. / c� NEW SUFFOLK I + hangers, as per manufacturers instructions. („TECO„ or Equal) SOUTHOLD / If Specific Connectors are specified, no substitutions are permitted. N.Y. HOL 11. Electrical work to conform to the National Electric Code. 1956 12. The Architect assumes no responsibility for the construction means, methods, techniques, sequences, procedures, or for safety precautions & programs in — — — — — — l / connection with the work. There are no warranties, nor any merchantibility of — — — — I I I fitness for a specific use expressed or implied in the use of these plans. nII // 13. Contractor to verify all dimensions before starting construction, & notify Architect `r' I I _— ____ ___ I ___ _ I of any discrepancies immediately. Do not scale drawings, follow dimensions only. 14. Any deviation from these plans without the written consent of the Architect will 22 A-7 negate the Architect's certification of these plans. 15. All structural lumber that comes in contact with concrete shall be ACQ lumber. W w I Use stainless steel, or treated metal connectors that come into contact w/ACQ lumber. J J II II W w � I M m m 12— 12 �4 0 0 4r REVISION AS PER 2 07-04-22 TOWN'S COMMENTS 1 04-04-22 REVISION AS PER II II TOWN'S COMMENTS O I I I I NO. DATE REVISION 00 I N � - - - - - - - - - - - - - - - - - - - - - - - - - - L, PROJECT TITLE N CHIMNEYS RIDGES I ❑ I SKYLIGHT RAKE EDGES RENOVATIONS AND g VALLEYS ADDITION AT: 16 1700 GRATHWOHL ROAD NEW SUFFOLK ( I EAVES----- DORMERS SOUTHOLD EXISTING- I I TO REMAINOAS SELOW t I I N.Y. 11956 S.C.T.M.N. 1000-117-04-03 NICER& IWAT�E�RGPROTECTION WATER oPROTECTION I IN AREAS WHERE SHOWN.I DRAWING TITLE I I PROPOSED ROOF PLAN AND PROPOSED ROOF �r I FRAMING PLAN '-74 Q 28'-1” (EXISTING) 5'-5j" 35'-2 " NAILING: DRAWN BY IEG 01 EDGES:6'ON CENTE FIELD: 12'ON CENTER CHECKED ,JC NAILING IN SHADED AREAS: (4'WIDE FROM WALL EDGE OR RIDGE DATE 07-31-2021 NOT INCLUDING OVERHANGS): EDGES&FIELD:6'ON CENTER& AS NOTED OVERHANGS SCALE NAILING FOR WALL SHEATING: SHEET NO. EDGES:6'ON CENTER FIELD:12'ON CENTER ROOF PLAN DETAIL ROOF AND HEATHING �.. MAP FINAL ATTACHMENT DIAGRAMS C REVIEWED BY ZCEM 0 2' 4' $' 12' SEE DECISION # DATED_ I — - PROJECT 0721 NUMBER o ARCHITECT - - - - - - - - �� -2x-6 I I Z --- 35'-0" MAX. BUILDING HEIGHT I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 2 x 6 PVC BRACKETS F F.z�l ` ' 6 6 SEE SECTION 4PONED 6 , PROPOSED VINYL SIDING % SHEET A-6 6" EXPOSURE- COLOR TO BE PROPOSED COMPOSITION SHINGLES SEP 0 9 202Z ! �.4 12 12 SELECTED BY OWNER COLOR TO BE SELECTED BY OWNER 12 "aping boa Appeals 24 / -- + - 24 24 1 x 2 PVC SHINGLE MOLD _ 1 x 2 PVC SHINGLE MOLD PAINTED WHITE / I \ / I \ PAINTED WHITE LL1 In 1 x 6 PVC FASCIA BOARD ' S Y' • 1 x 6 PVC FASCIA BOARD PAINTED WHITE // \ PAINTED MITE ,,a,;a,;';•u 1 x 6 PVC FRIEZE BOARD / PAINTED WHITE 4� / / x 1 x 6 PVC FRIEZE BOARD SEAL PAINTED WHITE /// TW2656 I TW2656 /// TW2656 TW2656 ,\ p ARCN�j / / \ SHED ROOF WITH 20 RADIUS FLAIR pOD CLgN F� T.O. ATTIC SUBFLOOR --_ _ __ _ –______ -- --____________ __ 12 SEE SECTION 1 ON SHEET A-6 PQa a� C? �? ---------------- / ---------------- ---------------- \ 12 -- Luh ,. --------- IjAn-- / -- - - - --- -------------- \ CL Y NEW WINDOW FINISHED I 1 EEK FWT 116 FWT t16 FWT 116 \\ J NEW WINDOW FINISHED HEAD HEIGHT ® 8'-0" / \ HEAD HEIGHT ® 8'-0" q E 03 OFAN�� G8080R WG8080 WG 080 I 1 NEW 3-1/2" VINYL DOOR & I I WINDOW TRIM AS SHOWN VERIFY TRANSOM PART NUMBER I I I TO MATCH EXACT DIMENSIONS ric�l OF GLIDING PATIO DOOR AS SHOWN O NEW 3-1/2" VINYL CORNER I II TRIM AS SHOWN TW2656 TW2656 NEW 3-1/2" VINYL CORNER M CONSULTANT EGRESS EGRESS o 0 TRIM AS SHOWN 1 x PVC TRIM-PAINTED WHITE SEE SECTION 4 ON SHEET A-6 Q ` O Z _ T.O. SECOND FLOOR SUBFLOOR - r ----------------------------- ---- - ---------------- r----------------------------------- FWT31 6 FWT 116FWT 116 FWT tts FWT411s NEW WINDOW FINISHED P LA N N I N G NEW WINDOW FINISHED HEAD HEIGHT ® 8'-0" �, HEAD HEIGHT ® 8'-0" GROUP I 3080 ENTRY i WG 080 WG 0801. 10" 0 ROUND TAPERED WRAPAROUND COLUMN WITH STRUCTURAL STEEL COLUMN INSIDE AS PER FRAMING PLANS 1 x PVC TRIM-PAINTED WHITE ON SHEET A-1 El [11M ME SEE SECTION 4 ON SHEET A-6 I I I OWNER NEW O.H. GARAGE DOORS 8080 O.H. DOOR o O Q VERIFY TRANSOM PART NUMBER NEW 2' MIN. CONCRETE APRON i TO MATCH EXACT DIMENSIONS I i � OF GLIDING PATIO DOOR AS SHOWN I JEANNE & JOSE CASTANO T.O. FIRST FLOOR SUBFLOOR TO MATCH EXISTING T.O. SUB FLOOR 1700 GRATHWOHL ROAD NEW SUFFOLK GRADE - SOUTHOLD i I I N.Y. 11956 I II I I I I 18" x 18" CONCRETE PIER I I SEE FOUNDATION PLAN I I �i ON SHEET A-0 _---I _ _________________- i_--_ WALLS CONCRETE LS AND FOOTINGS BELOW PROPOS.>ED FRONT ELEVATION -------- �--- -------------------------------------------------- � � SEE FOUNDATION PLAN ON L----IJ L--------------------------J---- ------------------------------------------------------- SHEET A-0 0 2' 4' 8' 12' 7.04 '35'-0" MAX. BUILDING HEIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — ––––––––––––––––– –– ––––––--- –– – ––––––– -–_T 7 t II I II I II I I PROPOSED COMPOSITION SHINGLES COLOR TO BE SELECTED BY OWNER I I I 2 07-04-22 REVISION AS PER TOWN'S COMMENTS I 1 04-04-22 REVISION AS PER II TOWN'S COMMENTS I I II I I NO, DATE REVISION ----------------------- -n 1 x 8 PVC FRIEZE BOARD I II PAINTED WHITE PROJECT TITLE T.O. ATTIC SUBFLOOR -I_______________ _ ___ ___ _= 1 1 - RENOVATIONS AND 1 ----- -- r> --------------- ADDITION AT: EXISTING CHIMNEY TO BE EXTENDED ABOUT 7'-8" NEWWINDOW FINISHED HEAD HEIGHT MIN. AS SHOWN TO BE 2' 1700 GRATHWOHL ROAD ® 7S-8 (THIS LEVEL SIDE ONLY) 1 �- ABOVE NEAREST ROOF WITHIN A 10' DISTANCE NEW SUFFOLK NEW 3-1/2" VINYL CORNER SOUTHOLD TRIM AS SHOWN N.Y. 11956 NEW 3-1/2" VINYL DOOR & Z= TYV2035� TW2035 Z j LU WINDOW TRIM AS SHOWN 1 S.C.T.M.N. 1000-117-04-03 LLA 1 x PVC TRIM-PAINTED WHITE 00 Tw26510 Tw26510 1 TW2656 TW2656 TW2656 TW2656 DRAWING TITLE SEE SECTION 4 ON SHEET A-6 I (EGRESS) (EGRESS) T.O. SECOND FLOOR SUBFLOOR =_ L= --_-____` NEW 3-1/2" VINYL CORNER ---------- - = ------------ ---------- r - - - ---- ------- - - ------ ---------- � TRIM AS SHOWN PROPOSED FRONT ---------------------- ---------------------------- ---- ----------- - ELEVATION �� NEW WINDOW FINISHED AND ® 8'-0" �, N NEW WINDOW FINISHED 1 � HEAD HEIGHT HEAD HEIGHT ® 8'-0" i II �� I PROPOSED RIGHT I I I LL =7 SIDE ELEVATION PROPOSED VINYL SIDING 6" EXPOSURE– COLOR TO BE SELECTED BY OWNER 10" 0 ROUND TAPERED PROP. I I DRAWN BY TEG WRAPAROUND COLUMN SEE FRONT PORCH I LrW263t0 TW26310 CHECKED ,f(�' DETAIL 1 ON SHEET A- I I TW2656 TW2656 TW26510 TW26510 a (EGRESS) (EGRESS) DATE 07-31-2021 I I I SCALE TO REMAIN AS IS AS NOTED T.O. FIRST FLOOR SUBFLOOR TO 1 EXISTING BILCO DOORS I 1 MATCH EXISTING T.O. SUB FLOOR I _–_-- _–__–_ _ SHEET NO. GRADE -i J i��l I /� MAP 1 FINAL MAP l NEW CONCRETE FOUNDATION 1 1 I I J // I I R EV I EW�-�--,' Y Z WALLS AND FOOTINGS BELOW I I 1 1 Cr ^I SEE FOUNDATION PLAN ON �-�------------- I T I I I I SEF DECI ' � PROPO���ED RIG HT SIDE ELEVATION SHEETA 0 L---i__--_---__-- J---------------I_---_-----_-L------_--_--_---J ___I_ J EXISTING CONCRETE I I J FOUNDATION WALLS TO REMAIN I J AS IS. SEE FOUNDATION PLAN n `QED 1'-0" ON SHEET A-0 AND SECTION 4 I I I– i/ I I i ON SHEET A-6 __ ----- –_ _ 7: 7: _ L_7 ---- ---------- 71 NEW CONCRETE STEP FOOTINGS I F h f – 0 2' 4' 8' 12' -- ---------------- – ---------- – -- PROJECT �1_ �_ �_ �__ J NUMBER 0721 ARCHITECT 35'-0" MAX. BUILDING HEIGHT _ _ /_ _ iV 12 12 2 x 6 PVC BRACKETS 12 12 0 RECEIVED 6� \ �6 (5) EQUALLY SPACED 6 SEE SECTION 4 ON 6 SHEET A-6 PROPOSED COMPOS TION SHQE } 202Z ZZ COLOR TO BE SELECTED BY OWNER 12 T— \ 12 r ---- \ - L;ng Eoard of Appeals 24 24 1 x 2 PVC SHINGLE "W '.•sr PAINTED WHITE ---— / \ / \ 1 x 2 PVC SHINGLE MOLD PAINTED WHITE • • • 1 x 6 PVC FASCIA BOARD // \\ // = J \\ 1 x 6 PVC FASCIA BOARD ! PAINTED WHITE n \ PAINTED WHITE I ,1 TW26310 LTW26310 / Ld - 1 x 6 PVC FRIEZE BOARD PAINTED WHITE / cV \ 1 x 6 PVC FRIEZE BOARD / TW2652 Tw2652 12 PAINTED WHITE SEAL \ �4 \ �p ARC --——————— ——--——\ 6R EXPOSUREN COLOR TO BE o T.O. ATTIC SUBFLOOR " t� 00o c>y y F` Y— �� SELECTED BY OWNER UQe �9m ----------- \ w 1 2 x 6 PVC BRACKETS \\\ \ c N NEW WINDOW FINISHED 5 EQUALLY SPACED \ NEW WINDOW FINISHED * O HEAD HEIGHT 0 8'-0" SEE SECTION4 \ HEAD HEIGHT 0 8'-0" 035x`'1 I I I I q�EOFN� I I I 1 L 1 NEW 3-1/2" VINYL CORNER I TRIM AS SHOWN 1 1 II I 2 CONSULTANT EXISTING REAR ROOF 1 1 I I Tw26 6 TO REMAIN AS IS I I I I i I I I I I I I T.O. ATTIC SUBFLOOR r-�_____________________ LiLi=---________ �� � 1 x PVC TRIM-PAINTED WHITE 1 , I SEE SECTION 4 ON SHEET A-6 �I--—— ————————————————————————————�—L------------------I� I I NEW WINDOW FINISHED 1 I I I' � NEW WINDOW FINISHED o HEAD HEIGHT 0 8'-0" " II i HEAD HEIGHT 0 8'-0" PLANNING -' GROUP I I I I NEW 3-1/2" VINYL DOOR & WINDOW TRIM AS SHOWN r �� -- 1 NEW 3-1/2" VINYL CORNER OWNER �� TRIM AS SHOWN EXISTING BILCO DOORS — i TO REMAIN AS IS I TW2646 L=�L2646 TW2646 I TW265 1 18" x 18" CONCRETE PIER r SEE FOUNDATION PLAN T.O. EXISTING FIRST FLOOR ON SHEET A-0 JEANNE & JOSE CASTANO SUBFLOOR TO REMAIN AS IS GRADE 1700 GRATHWOHL ROAD l i i NEW SUFFOLK I I NOU 1H 956 OLD NEW CONCRETE FOUNDATION WALLS AND FOOTINGS BELOW . l SEE FOUNDATION PLAN ON SHEET A-0 PROPOSED REAR ELEVATION 1 r__________I_1__ EXISTING CONCRETE --__---__ — SCALE: 1/4" = 1'-0" FOUNDATION WALLS TO REMAIN AS IS. SEE FOUNDATION PLAN ON SHEET A-0 AND SECTION 4 1 L_ 0 2' 4' 8' 12' ON SHEET A-6 —1 -------------------------- ---------------� _ --1--1---------------------------------- ---------------L—J s O Z _ 35'-0" MAX. BUILDING HEIGHT N ----------------------- --------------- — 11 i 1 II I I PROPOSED COMPOSITION SHINGLES I COLOR TO BE SELECTED BY OWNER II I I 2 I 1 2 07-04-22 REVISION AS PER TOWN'S COMMENTS I i REVISION AS PER 1 04-04-22 TOWN'S COMMENTS I 1 I 1 I NO. DATE REVISION II I PROJECT TITLE II I I I I - ___----=----G----�_-----�-® _ ------®---- - � RENOVATIONS AND I - -------------------------------------- -------- ADDITION AT: I II 1 NEW WINDOW FINISHED NEW WINDOW FINISHED HEAD HEIGHT 0 8'-0" I HEAD HEIGHT 0 8'-0" 1 1700 GRATHWOHL ROAD 1 1 NEW SUFFOLK I NEW 3-1/2" VINYL CORNER SOUTHOLD 1 TRIM AS SHOWN N.Y. 11956 1 I I II TW26310 j PROP. GUARDRAILS O AS PER CODE i PROPOSED VINYL SIDING S.C.T.M.N. 1000-117-04-03 �� I I I I I � 6" EXPOSURE— COLOR TO BE — TW2656 TW2656 M 0 SELECTED BY OWNER B TWEE WINDOW TW2656 (ECREss) (EGRESS) 1 I DRAWING TITLE O X = f,/NEW INTERIOR WD. I O Z N T.O. ATTIC SUBFLOOR TAI LH BEYOND M ———— ----- -- L -- - - -- ---------------- -------- PROPOSED --- ------------------------- REAR ELEVATION NEW WINDOW FINISHED HEAD HEIGHT 0 8'-0" NEW WINDOW FINISHED AND —— l ' HEAD HEIGHT 0 8'-0" I TW2656 i _ - i PROPOSED LEFT 1 x PVC TRIM-PAINTED WHITE S IDE ELEVATION SEE SECTION 4 ON SHEET A-6 --1LL I NEW 3-1/2" VINYL DOOR & I I 1 PROP. WINDOW TRIM AS SHOWN FRONT PORCH 10" 0 ROUND TAPERED DRAWN BY IEG TW26310 TW26310 ----- WRAPAROUND COLUMN SEE 1 DETAIL 1 ON SHEET A-7 CHECKED JC EXISTING BILCO DOORS ° -- 1 TO REMAIN AS IS TW2656 TW2656 " DATE 07 GARAGE DOORS -31-2021 ---- I 18" x 18 CONCRETE PIER 88 --—__ I SEE FOUNDATION PLAN T.O. EXISTING FIRST FLOOR ----_ ON SHEET A-0 SCALE AS NOTED SUBFLOOR TO REMAIN AS IS ------------------ - __= SHEET NO. GRADE NEW 2' MIN. CONCRETE APRON 1 GRADE I f` L� I I I �� � I I I I I I I I I I 1 •; `: I' I I I FINAL MAP I , I I I I I I I I I I L� I -________ I I I I I � L I --------T -� I I I I I I 11 I I L________J L_ NEW CONCRETE FOOTINGS BE V1 EAIED BY ZETA PROPOSED LEFT SIDE ELEVATION �- 1 1 1 III i t L I I I 1--------------------------------------- — L� _� WALLS AND FOOTINGS BEL -� --- 7--� I-T— ��--------F—� SEE FOUNDATION PLAN 0 I L EXISTING CONCRETE L------------------------- e- PRO -1 1 I FOUNDATION WALLS TO REMAIN ----------------L-------- I--L__I�__—LL_______L_J SHEET A-0 SEE DE .sI�N #`�� a SCALE: 1/4" = V-0'" \� L—I 1 1 1 AS IS. SEE FOUNDATION PLAN 1 I ON SHEET A-0 AND SECTION 4 DATEC L---------- ---- ------------I I ON SHEET A-6 0 2' 4' 8' 12' �— —T --------------------� L———————————— - PROJECT 07� NUMBER ARCHITECT - - 35'-0" MAX. BUILDING HEIGHT— _ - - _ - - - _ - - - - - - - _ — _ - - _ - - - -RECFT\/rf?— _� - - - - - - - - - - — PLAN — - - - - - - - - - - - - - - - - - - - - - 12 12 12( P Q� ROOF CRICKET 12 " PROP. COMPOSITION SHINGLES 6 16 S P �� I '�g 2 x 10 R.R.'s ® 16 O.C. 6 6 2 x 10 R.R.'s 0 16" O.C. ATTACH SHINGLES WITH 6 ON SH A-3 FASTENERS PER SHINGLE I I ! I I (2 LAYERS OF 15 LB. FELT PAPER roar ` ofi�� r I� -I 12 p,-a 12 112" PLYWOOD SHEATHING 11 ----- I_I_____ 12 I I on. \ 12 24 .- ----------- - _�----- 24 ---------_ \ 24 O F " M M M I' ... M 5-1 4 x 14 2.0E 5-1 4 x 14 2.0E . . 2 x 12 FLAT PLATE PROP. ROOF / / CRICKET 5- x;. O 1 4 x 14" 2.OE \ fj / O PROP. ROOF CRICKET PARALLAM PSL PARALLAM PSL ~f EE J S ROOF PLAN L N \ PARALLAM PSL SEE ROOF PLAN 0- CONTINUOUS RIDGE CONTINUOUS RIDGE ON SHEET A-3 \ \ CONTINUOUS RIDGEON SHEET A-3 ; • • • " >' ' ® m BEAMS AS SHOWN BEAMS AS SHO 11 Hill 11 -- -- -- \ \ BEAMS AS SHOWN . 2 x 10 R.R.'s 0 16" O.C. L'J -- p -- -- -- 2 x 12 FLAT PLATE PROP. 2 x 8 C.T.'s 48" O.C. PROP. 2 x 8 C.T.'s 0 48" O.C. O ATTIC PROP. 2 x 8 C.T.'s 0 48" O.C. m PROVIDE 1/2" LAG BOLTS AT PROVIDE 1/2" LAG BOLTS AT c ATTIC PROVIDE 1/2- LAG BOLTS AT 12 O Q EACH END TYPICAL (UNFINISHED) EACH END TYPICAL O ROOF FLAIR / 4�— ATTICI"' T.O. BLOCKING WITH 20 RADIUS (UNFINISHED) EACH END TYPICAL 2 x 10 R.R.'s 0 16" O.C. SEAL (UNFINISHED) " AND (2) LAYERS OF :" PLYWOOD I Ir T.O. ATTIC SUBFLOOR 2 x 12 FLAT PLATE PROP. 3/4 PLYWOOD SHEATHING 12 SHEATHING ABOVE PROP. 3/4" PLYWOOD SHEATHING 12 i!I 12 -- T.O. ATTIC SUBFLOOR �� P`RC�yj�, 12 CLAgr M M " 2 x 10 R.R.'s 0 16" O.C. 5-1/4 x 11-7/8 1/2 GYPSUM BOARD 5-1/4 x 11-7/8" 2.0E 5-1/4" x 11-7/8" 2.0E �L Lu ; NEW WINDOW FINISHED 2.0E PARALLAM PSL PROP. 2 x 10 C.J.'s PARALLAM PSL CONTINUOUS PARALLAM PSL CONTINUOUS m `L HEAD HEIGHT 0 8'-0" " L� CONTINUOUS FLUSH 0 16" O.C. FLUSH CEILING BEAM • 2 -� CEILING BEAM 3/4 x 6" BEAD BOARD SOFFIT FLUSH CEILING BEAM T.O.W. ® 8-1-1/2" A.S.F. i � Vi 9" R-30 I SULATTO O MAX. Q 2 x 6 Y C.J.'s = 2 035��'� ® 16O.C. TO MA CH MASTER q rF OF N� x ` RAFTER LINE BEYOND U PROP. (2) 2 x 10 HEADER BEDROOM J r 3/4" x 6" BEAD BOARD SOFFIT U I I PROP. MASTER # 2 U PROP. EXTERIOR WD. FRAME WALL O BEDROOM PROP. WD. BEARINGZ BEDROOM Z PROP. EAVE OUTLINE BEYOND #3 FRAME WA SIDING (SEE ELEVATIONS) . WD. BEARING 15 LB. FELT PAPER #2 LL-0 I POPAME WALL �'' 1/2" RIGID INSULATION M m 0 1/2" PLYWOOD SHEATHING I PROP. EGRESS WINDOW 5-1/2- R-19 INSULATION 0 q O PROP. 3/ T & G POP. 3/4" T & G 2 x"6 WD. STUDS ® 16" O.C. CONSULTANT PLYWOOD SUBFLOORP YWOOD SUBFLOOR 1/2-6 BOARD 2x10F.J's016 O.C. 2x10F.J.'s016" O.C. T.O. SECOND FLOOR SUBFLOOR -- T.O. SECOND FLOOR SUBFLOOR - - - -- IF PROP. EXTERIOR WD. FRAME WALL NEW WINDOW FINISHED SIDING (SEE ELEVATIONS) HEAD HEIGHT 0 8'-0" 5/8" TYPE X GYPSUM BOARD 15 LB. FELT PAPER PROP. 2 x 10 F.J.' 0 16" O.C. NEW FLUSH FIRSTING BEAM 1 2" RIGID INSULATION 9" R-30 BATT. IN ULATION BEYOND. SEE FIRST FLOOR / PROP. PROP. WD. BEAR NG FRAMING PLAN = 1/2" PLYWOOD SHEATHING 3/4" PLYWOOD SH LIVING ROOM PLANNING ATHING FRAME WALL � 5-1/2" R-19 INSULATION GROUP 2 x6 WD. STUDS 0 16" O.C. PROP. PROP. PROP. v 1/2" GYPSUM BOARD GARAGE FOYER LIVING ROOM Z o PROP. BEARING FR NME WALL : 5/8" TYPE X GYPSUM BOARD OWNER 5-1/2" R-21 BA INSULATION GRADE LINE BEYOND 2 x 6 WOOD STUD 0 16" O.C. 5/8" TYPE X GYP UM BOARD T.O. FIRST FLOOR SUBFLOOR TO GRADE UNE BEYOND o MATCH EXISTING T.O. SUB FLOOR JEANNE & JOSE CASTANO PROP. 4" CONCRE E SLAB ----------------- GRADE :.. TION 1700 GRATHWOHL ROADT0C FOUNDAT.O.C. FOUNDATION PROP. FOUNDATION WALL 0 - 0'-2" . CRAWL WALL ® - 0'-2" I NEW SUFFOLK O z WALL 0 - 0'-2" I o Z SOUTHOLD SPACE I I N.Y. 11956 M PROP. 2" CONCRETE LAB n T.O.C. FOOTING 0 - 4'-l" I ih SECTION 1 T.O.C. FOOTING 0 - 4'-2" o SECTION 3 SCALE: 1/4's = 1'-0" L J ++ " i SCALE: 1/4" = 1'-0" 0 2' a' 8' 12' 3 - 3 (2) #5 CONT. STEEL REBARS 0 2' 4' 8' 12' 5-1/4* x 14" 2.0E PARALLAM PSL CONTINUOUS RIDGE BEAMS AS SHOWN II II II 2 x 6 PVC BRACKET 2 07-04-22 REVISION AS PER PAINTED WHITE 11 I 2 TOWN'S COMMENTS II 1 04-04-22 REVISION AS PER I II TOWN'S COMMENTS 3-1/2" x 9-1/4" 2.0E PARALLAM PSL 3-1/2" x 14" CONT. NO. DATE REVISION WINDOW HEADER FINISED I I 2.0E PARALLAM PSL RIDGE BEAM u PROP. 2 x 8 C.T.s ® 48 O.C. I it 11 ii ii 11 IL 11 11 n u 11 11 a it Ili 11 a 11 i1 n 1i 11 11 n 11 11 11 li II PROJECT TITLE I II II II II II II II II II .III II II II II II PROVIDE 1/2" LAG BOLTS AT 2 x 10 R.R.'s ® 16" O.C. BEYOND EACH END TYPICAL II II II II �- o T.O. ATTIC SUBFLOOR n 11 11 II n 11 11 11 1 RENOVATIONS AND 1 11 11 11 11 11 n 1 11 ADDITION AT: (3) 1-3/4" x 11-1/4" it II II 1 II II II II 11 II 11 II 11 II 11 II II 11 2 x 6 PVC BRACKET CONT. 2.0E MICROLLAM x it 5-1 4" 11-1 4" '� II II II II II II II II II PAINTED WHITE NEW WINDOW FINISHED LVL HEADER HEADER 2.0E PARALLAM PSL o HEAD HEIGHT 0 8'-0" I, FLUSH RA BEAM 1700 GRATHWOHL ROAD (A F-: NEW SUFFOLK PROP. WOOD FRAME GABLE WALL 5/4" x 4 MAHOGANY Q = U �_------ SOUTHOLD r�d DECKING OVER SLEEPERS a C7 N.Y. 11956 a AS SHOWN ON PLAN �# U Z rlcV I W.P. MEMBRANE OR L.C.C. FLAT FLAT W.P. SOLDERED SEAM T MEMBRANE OR L.C.C. MASTER I PROP. PROP. NEW 2 x 12 ROOF LEDGER O O PROP. SOLDERED SEAM OVER SUITABLE BEDROOM O Z ASTE MASTER ATTACH WITH 5/8" 0 LAG BOTLS S.C.T.M.N. 1000-117-04-03 I UNDERLAYMENT AND 3/4" EXTEND UP WALL MIN. 18" L% O OFFICE STAGGERED 0 16" O.C. d PLYWOOD OVER 2 x BLOCKING X FRAMING AND BELOW DOOR #2 - BATH W.I.C. I r') SLOPED AWAY FROM HOUSEw < Z EXISTING ROOF RAFTERS EXISTING 2 x 6 R.R.PAN AT OPENING p '04 / \ 0 1/8" PER FT. ON TOP OF p LL- 3 I s DRAWING TITLE THE 2 x 8 D.J.s 0 16 O.C. _ PROP. 3/4" T & G O AND CEILING JOISTS TO �' SISTERED WITH NEW _ -IcV3 O Z O O PLYWOOD SUBFLOOR F= BE REMOVED AS SHOWN \ 2 x 10 R.R.'s ® 16" O.C. � g 4 ® w 2x 10 F.J.'s 0 16" O.C. a T.O. SECOND FLOOR SUBFLOOR m -- �/ EXISTING CEILING JOISTS PROPOSED PROP. 2 x 10 REMOVED AS SHOWN ON �� C.J.'s 0 16" O.C. �� SHEET D-1 SECTION NEW WINDOW FINISHED 1 x 6 BEADED BOARD � � HEAD HEIGHT 0 8'-0" 1 T & G SOFFIT ��-- ------ --- IH II----- - - -- -- ------ ---- 10" 0 ROUND TAPERED I i NEW 7" x 18" = NEWx 8" INEW 7" 9-1/4" NEW 7 x 18" 2. E _ r 2.0E PARALLAM 2.0E �`ARALLAm 2 OE PA ALLM PARA. PSL FLUS BEAM WRAPAROUND COLUMN WITH 1 I PSL FLUSH BEAM J PSL FLUSH BEAM 1 1p SL FLUSH EAM 1 I PROP. EXTERIOR FRAME ALL r. STRUCTURAL STEEL COLUMN 1 1 I i I I• - 1 1 JAIDING (SEE EVATIAl10NS) INSIDE AS PER FRAMING PLANS 1 1 U U I ON SHEET A-1 I I NEW (2) 2 x 10's j j PROP. 1 1 PROP. 1 1/2 ID INSULA DRAWN av TEG O I I FLOOR LEDGER ATTACH i LIVING u-, EXIS NG AME WALL I K TC EN CL. BEDROOM# 1 Z 1/2" PLYWOOD SHEATHING yy TOB REM VIED AS CHECKED is / �"0 LAG BOLTS I I I I I 5-1/2" R-19 INSULATION T.O.C. FOUNDATION I STAGGERED O 16" O.C. I a SHOWN 2 x 6 WD. STUDS 0 16" O.C. WALL 0 - 0'-4" 1 O PROP. I I I 1/2" GYPSUM BOARD DATE 07-31-2021 O FRONT PORCH j j PROP 3/4J T & G EXIS11 G FLOOR 401STS 1 PL YW OD SUBFLOOR TO RE AIN ASI SCALE AS NOTED T.o. . IFOU DATION 2 x 10 F.J.1's 0 16" O.C. T.O. FIRST FLOOR SUBFLOOR TO PROP. 4" CONC. SLAB WAL4 + 0'-7" T.O. EXISTING CONCRETE o MATCH EXISTING T.O. SUB FLOOR SLOPED 1/8" FT. SHEET NO FOUNDATION WALL ® 0' 0" GRADE 1 NEW (2) 2 x 10's .yN EXISTING DROP. BEAM PR P O " EXISTING , " FLOOR LEDGER TO REMAIN AS IS rid ° AP Y. CRAWL SPACE NEW 3-1/2 x 14 / I CRAWL SPACE SIAL M 0 '� ' 2.0E PARALLAM LAG BOL �0 N T.O.C. FOUNDATION ® r Z ,' , I PSL FLUSH BEAM EXISTING CONCRETE r Z0 A -I I• : T.O.C. FOUNDATION i� ° STAGGERED WALL 0 0'-0" FOUNDATION WALLS REV'LW E D B� , . M j O SHELF 0 - 0'-2" '' 016 O.C. - I TO REMAIN AS IS # a SECTIONS 4 -- - ��--- ---- L --- ---- EXISTING SEE DECISION «.. i I EXISTING CONCRETE l y / -- -- --- M �--J SLAB TO REMAIN AS IS CELLAR DATED i '_l 1 SCALE: 1 4" = 1'-0" L__---_-J _ I EXISTING CONCRETE " T.O.C. FOUNDATION SLAB TO REMAIN AS IS 0 2' 4' 8' 12' 3 -3 ( ) # WALL 0 0'-0" FOUNDATION EXISTING NCRETE WALLS PROJECT +_8" 2 5 CONT. STEEL REBARS TO REMAIN AS IS NUMBER 0721 ARCHITECT REFER TO FRAMING PLAN FOR HSS COLUMN SPEC. -79�V R E C 12-TVED SEP 0 9 2022 WOOD BLOCKING AS NEEDED TLrLT17_Y Zoning Board of Appeals k 3-1/2" x '4" CONT. 10" 0 TAPERED ROUND--1--_'� C PS 2.0E PARALLAM PSL COLUMN �PlnrF RFAM v LL� 0 PL3/8- CAP PLATE o° 0 SEAL -----'MIN. WITH 0 C O ARC 0 (4)-3/4-0 A325 0 0c T.O. ATTIC SUBIFLOOR BOLTS (TYP.) 0 0 0 0 cn z 109 UJ 0 00 LL_ L.C.C. CAP FLASHING 0 00 M �zz 'ILI W FINISHEU (8) TYPICAL 00 1.-25 0 w 0 0 NEW WINDOW FINISHED F-: zr= -8" /OPTIONAL 2 x 6 V) L'i< r, HEAD HEIGHT 0 7' Z QA.'s 0 16" O.C. R w (L 4D 000 (THIS SIDE ONLY) r LLI 0 REFER TO FRAMING 1_40 00 035 LL: 0 PLAN ON SHEET A-1 0 PE OF U) M 0 101*_ L (2) 2 x 8 HEADER 1 0 00 LL_ 10" 0 TAPERED ROUND 0 00 PROP. PR P. COLUMN ----WOOD BLOCKING AS 0 0 00 3-1/2" x 9-1/4" 2.OE NEEDED 0 PARALLAM PSL HEADER OFFICE HATL 'cl) 0 00 0 0 -D CONSULTANT PROP. 31e T & G 0 .0 2 PLYWOOD SUBFLOOR 7 0 2x 10 F.J.'s 0 16" O.C. O I 0 00 04 T.O. SECOND FLOOR SUBIFLOOR ---------- NOTE: NO 0 'N H h H 11 IF 11 H 11 H I - _;;�------------ ------ CONFIRM PATIO I ALL PATIO SLABS TO BE 4" THICK P.C. STONE & OVERALL W/ W.W.F. 6 x 6-W2.9 x W2.9 WITH 0 0 DIMENSIONS HAUNCH ON SUITABLE COMPACTED FILL NEW WINDOW FINISHED I x Y71T-L I T-T 7 -T- --17 0 0 HEAD HEIGHT 0 8'-0" __LL___jL__u---I_L___L1---LL [ JA---IJ----Ll---LL- -II- ii 7" x 18' 2.0E -XI F_ °° PLANNING PARALLAM PSL FLUSH BEAM 0 PROP. EXTERIOR WD. FRAME WALL WD. STAIRS A v Simpson Strong-Tie GROUP SIDING (SEE ELEVATIONS) Oil i 0 1 HDU2 WITH PROP. tp L_ --4- 1 - X;� - , - x . __7_ 7rX THREADED ROD 15 LB. FELT' PAPER O 1 KITCHEN -4- 111 1�2 RIGID INSULATION U- —4- 11 ia 2: PLYWOOD SHEATHING 5-1/2- R-119 INSULATION 0 OWNER 2 x 6 WD. STUDS 0 16" O.C. I A b Ex Silo"-OOR_JOI" 1/2- GYPSUM BOARD I rO REMAK-AS I REFER TO FOUNDATION 11"A1"A/2" B.P. I. I I� a PLAN FOR T.O. PIER AL W/ 1/2' DIA. ANCHOR T.O. EXISTING FIRST FLOOR I IT.O. EXISTING CONCRETE BOLTS AT CORNERS AS-- •' d. [FOUNDATION WALL 0 0' PER SPEC. ON 1" N 28" MIN. 28" MIN. JEANNE & JOSE CASTANO SUBS FLOOR TO REMAIN AS IS NON-SHRINK GROUT u u u u u u I�REFER TO FOUNDATION 3 GRADE u u PLAN FOR PIER SIZE 1 RA 10) (3:) 1 RA 0) AND LOCATION ON 01 SHEET A-0 1700 GRATHWOHL ROAD L EXISTING EXISTING CONCRETE INEW SUFFOLK CRAWL SPACE FOUNDATION WALLS EXISTING CONCRETE ITO REMAIN AS IS // SOUTHOLD FOUNDATION WALLS I I /FULL H`EIGH�//. U`LL H/E/IG/HLILL HEIGHT/ TO REMAIN AS IS SHEATHING HEATHIN HEATHING/ N.Y. 11956 = jL------J L------J c) 00 SECTION 2 ri COLUMN DETAIL . .......... �,A-V SCALE. 1-1/2" V-011 HOLDOWN(TYP.) 0 2' 4- 81 12' 0 2' 4' 8. 12' EXAMPLE OF TYPE 11 SHEARWALL WITH 3 FULL HEIGHT SHEATHED SEGMENTS NOTES: 1. SHEAR WALLS PERPENDICULAR TO RIDGE MUST HAVE A MINIMUM LENGTH )ATION WALL OF 30'FULL HEIGHT SHEATHING WITH NAILS SPACED @ 6"O.C. 2. SHEAR WALLS PARALLEL TO RIDGE MUST HAVE A MINIMUM LENGTH OF 23'FULL HEIGHT SHEATHING WITH NAILS SPACED @ 6"O.C. 1 1/4"x20GA-G185 —>2T T GALV.STRAP W/7)8d COM. NAILS IN EA. END @ 16"O.C. 0 T LAP STRAP UNDER BTM- CL OF SILL AND NAIL CL NO. DATE REVISION SLOP IF NEEDED (4) 10d NAILS PROJECT TITLE Ilf MAXIMUM (2 NAILS RENOVATIONS AND . '---SILL SEALER STEEPNESS EACH PLATE) 1-7/8"0 ANCHOR BOLT ADDITION AT: 5/8"0 ANCHOR BOLT (ALL THREAD ROD) TERMIT WITH PLATE WASHER 2-1/2"x 2-1/2"x 1/4" SHIELD ............. SEE PROP. FOUND. PLAN 2 CONCRETE 20-SDS 114 x 3(STUD) ON SHEET A-1 4 .4 FOOTINGS 1700 GRATHWOHL ROAD NEW SUFFOLK SOUTHOLD FOUNDATION/ N.Y. 11956 4 5/8- 0 STEEL REBAR 6 W ALL STRAPPING CONCRETE STEP FOOTINGS0 24" O.C. HORIZONTALLY AND VERTICALLY HOEDOWN HDQ-8 S.C.T.M.N. 1000-117-04-03 A-7 SCALE: NOT TO SCALE A-7 SCALE: NOT TO SCALE 42 4 14 DRAWING TITLE 8 4 8" THK FOUNDATION WALL . -1 7 FOUNDATION WALL BEYOND, CONFIRM 4PROVIDE 36" SPLICE HEIGHTS & WALL THICKNESS CONFIRM O.H. DOOR ROUGH 0 "L" HOOK OPENING '& THICKNESS REBAR TIED INTO PROPOSED FOUNDATION WALLS AND FOOTINGS .41,1, FOOTING AND WALL 1.2"SPACING 1.2"SPACING BLOCKING SECTION 2 AND TO MEET THE REQUIREMENTS OF REBAR 0 24" O.C.) ALLOWS ALLOWS @ 24"O.C. PITCH DRIVEWAY AWAY HOLDOWN HOLDOWN ALLOWS DETAILS SECTIONS R+03 AND R403.1.4, INSTALLATION .�-CORNER STUD INSTALLATION HOLDOWN 1 1/4"x20GA-G185 FROM OPENING STEPPED FOOTINGS TO MEET THE CONNECTED TO INSTALLATION X r REQUIREMENTS OF SECTION TRANSFER SHEAR GALV. STRAP WITH 0 %J R403.1.5 OF THE RESIDENTIAL 2-16d COMMON 7)8d COM. NAILS IN w TIE TOGETHER HOLDOWN HOLDOWN NAILS @ 10"O.C. FRAME WALL EACH END @? 16"O.C. CL A, CODE OF NEW YORK STATE 2007 HDO-8 HDQ-8 < EDITION DRAWN BY IEG OF SILL AND NAIL 14 CORNER STUD LAP STRAP UNDER BTM. CL -4 2-16d COMMON TERMITE. (4) 10d ILS SIDEWALL NAILS @ 6"O.C. SIDEWAL CONNECTED TO CHECKED ic 4 SHIELD TRANSFER SHEAR NOTE: 4 110 (3) 5/8" 0 REBAR DATE 07-31-2021 4 THICK P.C. SLAB W/ Ir- 4" X 24" CONCRETE APRON W.W.F. 6 x 6-W2.9 x W2.9 4 q, 0 CONC. FOOTING ENDWALL ENDWALL WITH HAUNCH ON SUITABLE SCALE AS NOTED SILL SEALER- , ' 5/8"0 ANCHOR BOLT WITH 1 1 PLATE WASFER 2-1/2"x 2-1/2"x 1/4" W/ REINF. HAUNCH COMPACTED FILL. REFER TO SPEC. SEE FOUND.PLAN ON SHEET A-0 • SHEET NO. CONFIRM FOUNDATION WALL HEIGHTS EQ. EQ. EQ. EQ. 70, FIGURE 3.8b FIGURE 3.8a & THICKNESS ON SHEET 2.a NOTE CORNER STUD HOLDOWN DETAIL-4 STUDS CORNER STUD HOLDO"4 DETAIL-3 STUDS REFER TO WALL REINFORCING N.T.S. WITH BLOCKIN 3(NIAL S NOTES & DETAILS FOR TYPE AND SPACING MAP FOUNDATION/ REVIEWED BY ZBA EE DEC 'N # 2 WALI, STRAPPING APRON DETAIL FOUNDATION WALL- HOLDO" DETAI ATE SCALE-TNOITO SCALE NOT TO SCALE A-7 SCALE: NOT TO SCALE A-7 SCALE: 1/4" = 10-10" PROJECT NUMBER 0721 4 VENT 4" VENT 4" VENT THRU ROOF THRU ROOF THRU ROOF ARCHITECT CEILING 4"V 4"V 4"V CEILING r,D i s RECFT�Is �� GYPSUM BOARD o o MASTER BATH #2 BEDROOM #3 POWDER ROOM 2-10d NAILS 0 0 i, • • r SEP 0 9 2022 10-8d NAILS 1 1 2" V 1 1/2" V___ 1 1/2" V 2 x 4 CONTINUOUS —T/----I------� r'-- —� ------- EOafd Of/,pp 3"� LATERAL BRACE I n— Zoning @ 16"O.C. 0 0 I I I i i I I I I I Simpson Strong-Tie SEAL I I I I I I LTP4 H2 I I INK SINK SINK I SINK S SHOWER I �B 5d@ @d 10"OLCR NAILS TRUSS/WALL ��'A0 0 R 2ND FLOOR STALL I �2' 2" 2" 2ND FLOORGABLE END CO QQ CEILING JOIST ENDWALL STUDS LU Y A35 2" 2" 2 x 4 BLOCK NAILED 20 GA.STRAP C.O. 4"V C.O. W/�1 TO EACH BRACE 10-8d NAILS * �g� O 4"V C.O. W/4-10d NAILS 035 4"V KITCH N POWDER ROOM LAUNDRY4„V BEDROOM ##1 SIMPSON E OF N� H2 HURRICANE 1 1/2” V CLIP @ 16" 1 1/2" V _�--- I BRACING GABLE ENDWALL N.T.S. I i j I I I I 1 SINK SINK "° SINK .o SINK � j SINK SINK DETAIL CONSULTANT SHOWER! F A I RAFTER/TOP PLATE CONNECTION 2 DW WASHER STALLI. 1ST FLOOR 2" 1ST FLOOR -P 4„V 2„ 2„ C.O. I C.O. C.O. 4"V I C.O. 4"HOUSE DRAIN 4"V PLANNING PITCH 1j4" PER FOOT C.O. 4"V i 4" C.I. HOUSE TRAP C.O. I C.O. I GROUP TO APPROVED S.C.H.S.D. SANITARY SYSTEM OWNER BASEMENT BASEMENT SIDING(SEE ELEVATION 1/2"PLY.SHEATH. Roof framing When not aligned with rafter connect king studs to top plate, wrap 1-114"galv.20 ga.coil strap FRAME WALL over top of top plate and nail. 4”CONCRETE SLA JEANNE & JOSE CASTANO Double top plate C 6 x 6 WELDED WIRE FRAM •E F.J.'s @ 16"O.C. 1700 GRATHWOHL ROAD P LUMB M G RISER 2 x 4 Cripple tD Studs ri 1s"o.c. NEW SUFFOLK N.T.S. SOUTHOLD N.Y. 11956 •a , A < , A Simpson LSTA21 Simpson H2 connector P @ ea.rafter to stud and kings(When aligned) CS16 4! Header FIBER JOINT Sill Plate ramed Opening for window(or ext.door) ALUMINUM FLASHING Simpson LSTA21 C ' CONC.FOUIND. WALL s o �• pecial li connect s BITUMINOUS DAMPROOFING 0 ° F2 r 3quired f r his area 00 0 LTP4 2 x 4 Studs @ 16"O.C. 0 LTP4 0 0 F1 Simpson Strong-Tie 0 0 Rim Joist Stud to Band Joist FLASHING DETAIL( G 0 o HOUSE CONNECTION 6 Simpson Strong-Tie Strapping to run onto Strapping to be 1-114"w.20 ga. SCALE: 1-1/2"= V-0" ROOF RAFTER H3 rim joist and wrap under galv.coil stock. All strapping mud sill at foundation to bear a min.of 12"on framing RIDGE BEAM (One story) Min.nailing as per table 3.3b 1995 AFPA/WFCM NO. DATE REVISION Detail PROJECT TITLE DETAIL Header Connection 5 3 N.T.S. RIDGE STRAPPING PROVIDE"SIMPSON"STRONG TIE STRAP FROM RENOVATIONS AND RAFTER TO RAFTER OVER TOP OF RIDGE BEAM SIMPSON H2 16" @ 16"0.C.MIN.FASTEN W/8 N10 NAILS ADDITION AT: SIMPSON H3 @ 16" 1700 GRATHWOHL ROAD NEW SUFFOLK SOUTHOLD DETAIL N.Y. 11956 CANTILEVER FLOOR PROP. 8" x 8" x 5/8" STL. BASE PROP. 3" 0 STL. COLUMN S.C.T.M.N. 1000-117-04-03 BASEMENT DRAWING TITLE PROP. 3/4" BOLTS. TYP. CS20 (1�OAPPROXIMIAfE)KING GROUT PROPOSED HIGH WIND DETAILS d a d AND 91,MIN. a. PROPOSED PLUMBING 0 5/8"0 LAG BOLTS END LENGTH STAGGERED @ 16"0. .•y .ti '•• '• N RISER DIAGRAM PROP. CONC. SLA a :°,•r d v d CLEA SPAN ° a ' a DRAWN BY IEG LTS12 TO MATCH EXISTING d • N d 4 4 4 A. j CHECKED JC • SIMPSON WELL COMPATED FILL ' v d j d a s U-HGR.@ 16" 9"MIN. d d DATE 07-31-2021 Simpson Strong-Tie • END L NGTH �' d'' PROP. CONC. FTG. v • SCALE AS NOTED '•• ��. A MIN.OF 7)8d � 4 COMMON NAILS !:• �• IN EACH END OF SHEET NO. Simpson Strong-Tie 1-1/4"x 20 GA.STRAP U NEW FOOTING IN DETAIL 8 DETAIL 9 EXISTING BASEMEN F a AP DETAIL PORCH/DECK/JOIST/HOUSE CONNECTION LOAD PATH/FLOOR FRAMING DETAIL CEILING JOISTS TO TOP PLATE SCALE: 1"=1'-0" R V1 E ED BY ZA SEE DECI`_)'0N #-21dql DATED I_ ,'O /6;�3 _ PROJECT 0721 NUMBER ARCHITECT 8d NAILS 04"o.c. RIDGE CONNECTION 3 TYPICAL VENTING RIDGE DETAIL SEE 307.4 x. PITCH AND STEEPER,RAFTER SPAN UP TO 36' USE LSTA9 CONNECTION W/ A TOTAL OF 8/10D NAILS „ I.0 SCALE: 3" = 1'-0" CUT THROUGH ***FOR ROOF PITCH LESS THAN 7/12 CONSULT ARCHITECT WRAP INSECT SCREEN STUD BEAM NOTE: WHEN A COLLAR TIE IS USED IN THE UPPER Ys OF THE (CONTINUOUS NAILS BASED ON ROOF SYSTEM W/ A MIN. OF 5 10/D NAILS PER CONNECTION THE FINISHED WOOD CAP 6' BEVELED CEDAR FOR VENTING BEVELED CEDAR FOR VENTING SHEAR WALL RIDGE STRAP DOES NOT HAVE TO BE USED 'y/N (45 DEC. ANGLE CUT EVERY 12" O.C. STUDS) REQUIREMENTS 1 WIDTH OF VENT IS 4" WIDE) • , • 5" L.C.C. FLASHING W/ 3/4" BENT EDGE u.'. RAFTER TO PLATE TO STUD I _-- —f x 3 SPRUCE LATH Row SEAL ^_.�__ (.VERTICAL' AND HORIZONTAL) = 1X3 SPRUCE VERTICAL LATH W/ A L30 W/ A MIN OF 4-10D NAILS 16" O.C. REEF �E RAFTERS WITH A SPAN UP TO 36' USE H7 61\JE —MATE—�TTIC RAFTER VENTS BY e ® RAFTER SPACING 4" 8" 4" NO CEILING �p ARCy� CONNECTOR W/ 4-8D'S IN RAFTER, 2-8D'S IN WENS CORNING UOUS'FROM SOFFIT TO RIDGE DIAPHRAGM tie oo0CL TF C� CENTER 2x BLOCKING .� t ro p PLATE, 8-8D'S IN STUD I TALLIED BEFORE SPAY—FOAM. REQUIRED (�i1-AP ON SHEATHING JOINT ADE TELY FASTEN TO SUPPORT SPRAY—FOAM ADEQUATE CONNECTORS & � � CURING. STRAPPING TO CODE 9, PLAN VIEW H WOOD STRUCTURAL PANELS w E3oar f P.Ppea'S ON GABLE FACE AND ON WALL BELOW � d �' 1 2" PLYWD. * C Zoning / P�� TAPERSAWN ROOF SHAKE AS �o BASED ON SHEARWALL REQUIREMENTS a5� `�--""V� 30# FELT AS PER SPEC. $ 035 S1 PER SPEC. AT 5 1/2" EXP. q F OF N� GABLE ENDWALL 1/2"SORUCE H RIZONTAL LATH 0 5 6 BALLOON FRAMING DETAIL CONSULTANT �G 8+ I.0 SCALE: 3/4 0 0 /3o#ADT AS PER SPEC. The new Residential Code of New York State refers to the American Forest Paper Association publication Wood Frame Construction Manual (WFCM), RIDGE DETAIL High Wind Edition." The contractor and framing foreman should be familiar PLANNING REFER TO ROOF FRAMING with this manual and be responsible for building in conformance with it. GROUP SHEET FOR RIDGE BEAM SPEC. The WFCM has a Chart which describes the required nailing or Stapling AEADER TO TOP PLATE TO RAFTER CO connections between all structural members. This page is a diagram of OWNER R TO PLATE TO HEADER CONNECTION TO BE MADE W/H6 typical strapping applications for high wind uplift and lateral forces. Please ORS W/ MIN OF 8-8D NAILS W/ A L30 W/ MIN. OF 10D LS BETWEEN RAFTER TO PLATE CONNECTION consult the architect if there are specific conditions which are not covered in the manual or on this diagram page. JEANNE & JOSE CASTAN❑ 1700 GRATHW❑HL ROAD NEW SUFFOLK HEADER TO JAQK7K—iNQ sAffal RAFT—R—MATE—ATTIC RAFTER VENTS BY S❑LITH❑LD OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE NOTE:ALL NAILS AND STRAPS THAT COME IN N.Y. 11956 \ HEADERS UP TO 4' LONG W ROOF SPAN UP TO 28' TO BE FASTENED INSTALLED BEFORE SPAY—FOAM. CONTACT W/ ACQ. SHALL BE ZMAX RATED. / ADEQUATELY FASTEN TO SUPPORT SPRAY-FOAM CURING. �\ TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x O 3" SCREWS TAPERSAWN ROOF SHAKE AS PER SPEC. AT 5 1/2" EXP. \ HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 28' TO BE FASTENED TO THE JACK STUDS W/ A CS16 MIN. 22-10D NAILS 1X3 SPRUCE VERTICAL LATH ® RAFTER SPACING \ KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x 3" SCREWS HEADERS UP TO 4' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED 1/2" P.T. PLYWD. W/ 30# FELT & 'CEDAR BREATHER' TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS THIS CONDITION ENDS MIN. 24" PAST PLANE KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x OF EXTERIOR WALL � 3" SCREWS BLOCK RAFTER BAYS 114Q O \ \ HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED W/2 x MATERIAL FOR AIR SEALING 2 6 TO THE JACK STUDS W/ A (2)CS18 MIN. 36-10D NAILS .74NO GYPSUM BOARD REQUIRED IN � PRIMED & PAINTED 5/4 TRIM BD. ON UNFINISHED ATTIC SPACES. 2 6 ALL SIDES (CONSIDER AZEK) W/ KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x 3" SCREWS ? 3/8" AZEK SPACERS FASTENED WITH -I' FINISH NAILS OR TO BE SCREWED TO .70 1/2" PLYWD. O DRYWALL AS PER SPEC. SCREENED VENT INSULATION AS PER SPEC. STUD /STUD C EC O NOTE: r REFER TO GUTTER 16" O.C. STUD TO STUD CONNECTIONS SHALL BE MADE W/ _ _ _ _ _ _ _ _ o & HANGAR SPEC. LSTA24 STRAPS MIN 10-81) NAILS PER STRAP NOTE: THIS BUILDING SHALL COMPLY WITH AND REFERENCE 2 C (EACH STUD TO RECEIVE 5 NAILS) THE 2018 INTERNATIONAL RESIDENTIAL CODE \ NOTE: 4 L.C.C. METAL DRIP EDGE WINDOW SILL PLATE CONNECTION ALL STRAPS AND CONNECTIONS TITLED ARE RUN PLYWD. LONG & CUT TO FIT \ FOR WINDOWSILL SPANS UP TO 8' THE SILL TO STUD CONNECTION TO BE SIMPSON CONNECTORS AND CAN BE FOUND IN THE SIMPSON CATALOGUEN, - . THIS AS SOFFIT IS FABRICATED \ SHALL BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS DIAGRAM APPLIES TO A HOUSE CONTAINING WOOD BLOCKING AS REQUIRED FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION 7PITCH-13/12 SCREENED VENT A /2 PITCH. IF PITCH IS \ \ SHALL BE MADE W/ HGA10 CONNECTION W/ 8—SDSY4 x3" SCREWS SHALLOWER OR STEEPER REFER TO = TYPICAL 1X SOFFIT, REFER ARCHITECTS CUSTOM SPECIFICATIONS. REFER TO DETAIL SHEETS TO SPEC. Z wF— FOR MOULDING & TRIM SPEC. �\ \ JACK/KING STUD TO PLATE/, J REFER TO FRAMING SHEETS REFER TO SHEET 8.b & 8.c FOR SOFFIT HEADER OR BOX CONNECT, CL FOR HEADER SPEC. DETAILING AND MOULDING INFO THE JACK/KING STUD CONNECTION SHALL BE MADE W/ HGA10 W/ .A c MIN. 8—SDS—y4x3" SCREWS. MATCH STRAP CONNECTION AND MIN NAILING ON HEADER TO JACK STUD FOR JACKSTUD/DECK/STUD CONNECTION. MIN. NAILING APPLIES TO STUD CONNECTIONS NOT DECK CONNECTION 2 TYPICAL 'HOT ROOFDETAIL TO BID FOR HOT ROOF NO, DATE REVISION HEADER TO SUPPORT BRIDGING. Rafters and ceiling joists shall be supported 16" O.C. STUD TO STUD CONNECTIONS SHALL \ STUD CONNECTION laterally by solid blocking, diagonal bridging (wood or metal) BE MADE W/ SPH6 STRAPS PROJECT TITLE or a continuous 1—insh by 3—inch wood strip nailed across MIN 10-8D NAILS PER STRAP (EACH STUD TO RENOVATIONS AND MATCH "HEADER TO JACK/KING STUD" CONECTIONS the rafters or ceiling joists at intervals not exceeding 8 feet. RECIEVE 5 NAILS) ZMAX RATING WHEN IN ADDITION ATt \ \ CONTACT W/ ACQ. 1700 GRATHWOHL WINDOW SILL PLATE TO- !NROAD c SUPPORT STUD CONNECTION_ cEll_wc �olsTv NEW SUFFOLK \ D SOUTHOLD \ FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION GABLE END N.Y. 11956 SHALL BE MADE W/ HGA10 CONNECTION W/ 8—SDSY4 x3" SCREWS FOR 2-10d NAILS WALL PLATE p \ S.C,T,M.N. \ WINDOW SILL SPANS UP TO 8' THE SILL TO STUD CONNECTION SHALL EACH TRUSS NAILS - - BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS DRAWING TITLE \ a IL \ GYPSUM BOARD \ DOUBLE SILL PLATE NO FURRING PROPOSED HIGH WIND DETAILS MASONRY CONNECTION 5d COOLER SPECS AND NAILS 07"o.c. TYPICAL DETAILS FOR A SINGLE STORY. SILL PLATE CONNECTION TO BE MADE W/ 2x4 BLOCK NAILED ANCHOR BOLT W/ BP SIMPSON BOLT WASHER PLACED EVERY 72" ON TO EACH BRACE 2-10d NAILS BOX TO SILL PLATE TO BE CONNECTED ' CENTER � nw►wm By IEG WITH 4-10d NAILS ALIGNED W/ EACH STUD STRAP (16" O.C.) a 16" O.C. STUD TO STUD CONNECTIONS BOLT W/ BP FOR 2 STORY. SILL PLATE CONNECTION TO BE MADE W/ " ANCFOR 10d NAILSW/ AN LTP4 MIN. 10-8D NAILS ° CHECKO JC SHALL BE MADE W/ LSTA15 STRAPS SIMPSON BOLT WASHER PLACED EVERY 36" ON CENTER » ENDWALL STUDS 21 MIN 10-8D NAILS PER STRAP NOTE: THE NEW CODE FOR HIGH WIND WOOD FRAME CONSTRUCTION ® 6 O.C. NAILS MATCH SPACING OF WIND E 2 (EACH STUD TO RECIEVE 5 NAILS) 5d NAILS LSTA21 20 GA. STRAP BY SIMPSON LOAD STRAPPING DIAGRAM C AS NO D REQUIRES A SIMPSON "BP" WASHER ON THE ANCHOR BOLTS. ALSO, THE 0 7"O.C. WITH 16-10d NAILS PER TABLE 306G AS NOTED ANCHOR BOLTS MUST BE 36 INCHES MAXIMUM ON CENTER WHEREVER THE SHEET N0. FRAME WALL DIRECTLY ABOVE IS A FULL TWO STORIES TALL. 1. SIZE AND NUMBER OF NAILS IN STRAP AS ° BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ REQUIRED FOR LOAD GIVEN IN TABLE 306G FINAL MAP EACH STUD STRAP (16" O.C.) W/ AN LTP4 MIN. 10-8D NAILS REVIEWED I�Y� �D �� ��� CEILING CONNECTION TO TYP. WIND LOADING STRAPPING 1 4 TYP.WIND LOADING STRAPPING DIAGRAM GABLE ENDWALL DETAIL s DIAGRAM FOR SPLIT SILLS SEE DF " !SION ---� 1.0 SCALE: 3/4" 1'-0" ISOMETRIC VIEW — BALLOON FRAMED GABLE ENDWALL l.0 ALTERNATE GABLE END FRAMING IF BALLOON FRAMING IS NOT CHOSEN l.0 ISOMETRIC VIEW DATED SCALE: 3/4" = 1'-0" PROJECT 0721 NUMBER Table 3.2 Sill or Bottom Plate to Foundation Connection Exposure B Footnotes for Table 3.2A Exposures B and C Table MA Rafter and/or Ceiling Joist to Top Plate Lateral and Requirements for Wind(Cont.) Exposure 2018 IRC TABLE 11301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf,Wall DIL=121 plf i Shear Connection Requirements Prescriptive limits are based on assumptions in Table 3.2. (Prescriptive Alternative to Table 3.4) Wind Speed 3-second gust(mph) Anchor bolts shall be uniform) distributed along the length of the sill late.For anchor bolt limitations see Section WIND DESIGN SUBJECT TO DAMAGE FROM (See Figure 1.1) 110 115 120 130 140 2 Y g g P WINTER ICE BARRIER AIR MEAN 3.2.1.7. Wind Speed GROUND Wind SEISMIC s 3-second gust(mph) 90 95 100 10S 110 115 120 130 140 ISO 160 170 180 195 SNOW Special DESIGN Frost DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL Roof Required Capacity of Connect rill plfj'z';'` Sill plates are assumed to be treated Southern Pine. LOAD Speed opographic Wind borne CATEGORY Weathering line Termite TEMP REQUIRED INDEX TEMP Foundation See Figure i.i Connections Span Tabulated shear capacity p g p p g g (mph) effects region debris depth Supporting U l 5 U L 5 U L 5 U l 5 U l S � pati is tabulated based upon a 10 ft wall height and 10 ft to late to ridge height.For other zone (ft) conditions,multiply value by the following adjustment. Rafter/Ceiling Joist Wal Number of 8d Common Na or 10d x Nails(Toenailed) Moderate 1 500 20 PSF 130 NO NO 1 B Severe 3'-0" To Heavy 15 YES NO Oct LESS 51.7 22 - * 134R - * 147R - * 160R 23 ' 188R 49 * 218R Height Spacing(in.) (�) Required in Each Rafter and/or Cei gloist Top Plate Connection'` 16 - - 10 40 73 Roof+1 Floort,9 Roof+2 Floors Roof+3 Floors LISTED TABLES 7�AKEN FROM THE 2018 WOOD FRAME CONSTRUCTION MANUAL (WFCM) Roof&1 20 6 23 58 96 Wall Height 8. 30' ' 10' 8' 10' 8 2 2 2 2 2 2 2 2 3 3 3 3 3 3 12 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 Floor 24 16 35 76 120 Top Plate to 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 28 6 27 48 94 144 16 SO 2 2 2 2 2 2 3 3 3 3 3 3 3 d Table 3.1 Nailling Schedule 32 14 37 61 112 168 Roof Pitch Ridge Height Adjustment Factor Sill Plate to ft 24 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 36 22 47 74 131 192 10 3 3 3 3 3 3 d 4 5 5 S 5 5 6 Number of Number of 20 * * * * * 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 s Prescriptive L 20 - 202R - 221R - Z40R - 282R 24 327R limits are based on assumptions in Table 3.4. Jo1nt Description Common Nails Box Nails Nall Spacing (Crawl Space or - - 56:12 S. 0.66 0.79 0.71 0.86 0.74 0.90 ng I parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed the tabulated number of nails required. Roof&2 24 4 47 = When cacti joists are installed a"semen) 10' 0.74 0.87 0.76 0.91 0.78 0.94 s To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate or 3 toenails in each side when ROOF FRAMING Floors 28 - 22 71 S. 0.72 0.86 0.75 0.90 0.77 0.93 fastened to a 2x6 top plate. (see Table 3.4A EI��� 32 - - - 40 95 10' 0.87 1.00 0.85 1.00 0.84 1.00 ' Where top plate-to-ridge heights exceed 10',they shall be adjusted as follows: Rafter to Top Plate (Toe-nailed) {see Table 3.4A} ) per rafter Ceiling Joist to Tole Plate (Toe-nailed) (see Table 14A) (see Table 3AA) per joist ��� 36 - - 1 58 119 >6:12 Ceiling Joist to Parallel Rafter (Face-nailed) (see table 3,9A) (see Table 3.9A) each lap 9`�Q�.�- 28 - * 270R - * 1295R - * 321R - * 376R - * 437R g 1 Ceiling Joist laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap o Roof&3 15' 1.01 1.14 0.95 1.10 0.91 1.07 Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie S�Q �5 32 - - - - Z3 20' 1.15 1.29 1.04 1.19 0.99 1.14 Watt Height s' io pf,� FIOOrS; Top Plate to Ridge Blocking to Rafter(Toe-nailed) 2-8d 2.10d each end nc PP 36 - - - - 47 Height(ft) Adjustment Factor Rim Board to Rafter(End-nailed) 2-16d 3-16d each end �u F 12 - 79 436 3 - 87 436' - 94 436 3 23 111 436 3 49 129 436 3 10' 1.00 1.00 WALL FRAMING Z Or\r 16 - - 10 40 73 15' 1.15 1.25 Top Plate to Top Plate (Face-nailed) 2-16d 2-16d' per foot 20 - 6 23 58 96 �■ Top Plates at Intersections (Face-nailed) 4.16d 5-16d joints-each side Table 3.26 Bottom Plate to Foundation Connections(Anchor x m o s u re s 20 ].ao 1.50 Roof 24 16 35 76 120 A ..77 M Stud to Stud (Face-nailed) 2-16d z-16a 2a"o.c. Botts) Resisting Lateral and Shear Loads from Wind Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 28 6 27 48 94 144 an C 32 14 37 61 112 168 (Prescriptive Alternative t0 Table 3.2) Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA) (see Table 3.5A) per stud Wall Bottom Plate 36 22 47 74 131 192 For Exposures 8&C and all Wind Speeds Bottom Plate to Floor joist,Bandloist,Endjolst 2.16d'•' 2-16d" per foot to Foundation 20 - 79 436 3 - 87 436 3 - 94 436 3 - 111 436 3 24 129 436 3 Maximum Anchor Bolt or Blocking (Face-nailed) (Slab-on-Grade) 24 - - - 4 47 Anchor Bolt Diameter(in.) (in)''i'3,s Table 3. Roof&1 Spacing 4B Shear Walls Resisting Uplift and Shears C• FLOOR FRAMING Floor 28 22 71 1/2- 31 -Exposure Joist to Sill, Top Plate or Girder (Toe-nailed) 4-Rd 4-I0d per joist 32 - - - 40 95 (Prescriptive Alternative to Table 3.4) Bridging to Joist (foe-nailed) 2-sd 2-10d each end 36 - - 1 58 119 5 8" 48 Blacking to joist froe-palled) 2-Bd 2-10d each end 28 - 79 143631 - 87 1436 3 - 94 436 3 - 111 436 3 - 129 436 3 Prescriptive limits are based on assumptions in Table 3.2. Wind Speed 3-second gust(mph) Blockin to Silt or Top Plate(Toe-nailed) 3-16d 4-16d each block Roof&2 1 P P P Su ( P ) Blocking P (T ) 32 - - - - 23 See Figure 1.1 90 95 100 105 110 115 iZ0 130 140 150 160 170 180 195 Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Floors 36 - - - - 47 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed Joist on ledger to Beam(Toe-nailed) 3-8d 3-10d per joist the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.28). For other anchor Top&Bottom of Band Joist to Joist(End-nailed) 3-16d 4.16d per joist U = Connector uplift toad. Wood Structural Panel Shear Wall Panel Nailing bolt limitations see Section 3.2.1.7 and 3.2.2.3. Requirements Requirements �;I Band Joist to SfII c r Top Pate(Toe nailed) 2-16d 3-16d per foot L = Connector lateral load(perpendicular to the wall). 3 Tabulated anchor boltspacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other Maximum Roof Span(ft) ROOF SHEATHING S = Connector shear load(parallel to the wall). R = L/W for wind perpendicular to the ridge and W/L for wind parallel to the ridge,where W is the building width and wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment Sheathing Shear Wall Rows of Nail Wood Structural Panels 8d 10d (see Table 3.10) factor in Table 3.170,but in no case shall anchor boltspacings exceed 6 feet on center. Spacing Diagonal Board Sheathing L is the building length. Thickness Nailing Nails in 1"x6"or i"x8" 2.8d 2-10d per support 4 Lateral connections shall be designed to resist the loads in Table 3.5. • Anchorage required to resist lateral toads shall be determined in the foundation design per Section 1.1.4. 7/16"OSB or 8 Common 4 4 _ - 1"x10"or wider 3-8d 3.10d per support " " See footnotes 1-4. Table 3.2C Sill or Bottom Plate to Foundation Connections �/ ®�u�r� 15/32 plywood Nails @ 4 panel 1 3 36 36 36 36 36 28 20 SZ - - - CEtuNGSHEATHING /9► ■ Gypsum Wallboard 5d coolers 5d coolers 7"edge J 10"field (Anchor Bolts)Resisting Uplift Loads from Wind with species of edge spacing and 6 36 36 36 36 36 28 20 12 - - - - -(Prescriptive Alternative to Table 3.2) plies having 12"field edge 2 s 4 36 36 36 36 36 36 36 . 36 36 32 24 20 16 12 WALLSHEATHING Footnotes for Table 3.2 ( p Gt0.49 acin 3 36 36 36 36 36 36 36 36 36 36 36 36 32 24 Wood Structural Panels 8d iOd (see Table 3.11) Wind Speed 3-second gust(mph) 6 - - - - - - - - - Structural Fiberboard Panels P g ( P ) 7/16"OSB or $d Common - - - - - 90 95 100 105 110 115 120 130 140 150 160 170 180 195 1` 4 36 36 36 36 36 28 20 12 Tabulated uplift and lateral loads shall be permitted to be multiplied by 0.75 and 0.92,respectively,for See Fi re 1.1 15/32"plywood Nails @ 6"panel 1/2" ll ga,galy. roofing nail - 3"edge/6"field 3 36 36 36 36 36 36 36 ' 36 24 20 12 12 framing not located within 8 feet of building corners. Sill or Bottom Plate to with species of edge spacing and (0.120"x]-1/2"long x 7/16"head) Plate Foundation " 6 36 36 36 36 36 36 36 36 24 20 12 12 - - 1 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 9 psf Foundation Anchor Bolt Maximum Anchor Bolt Spacing fn,t.z plies having 12 field edge s 25/32" ii ga.gals. roofing nail 3"edge/6"field Size Supporting P g( 2 4 36 36 36 36 36 36 36 36 36 36 36 28 24 20 (0.120"xl-3/4"long x 3/8"head) (0.6 x 15 psf=9 psf)and wall assembly dead load of 73 plf(0.6 x 121 plf). Connection Resisting G20.44 spacing 3 36 36 36 36 36 36 36 36 36 36 36 36 36 32 3 Tabulated shear capacity requirements assume all walls are sheathed in accordance with Section 8'En 30d Common 6 13 Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field 15/32"05B or 1` 4 36 36 36 36 36 36 28 16 12 Hardboard 8d 8d (see Table 3.11) 3.4.4.2. For other wall sheathing types the tabulated shear capacity of the connection shall be divided 2x4 1-3 stories 72 72 72 72 72 72 71 57 43 35 30 27 24 22 Nails @ 6"panel ' Particleboard Panels 8d 8d (see manufacturer) by the appropriate sheathing type adjustment factor in Table 3.17D. Interi Zon _ plywood with edge spacing and 3 36 36 36 36 36 36 36 36 32 24 20 16 12 - 4 Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height. Uplift Loads 1-3 stories 72 72 72 72 72 72 72 66 50 41 35 31 28 26 species of plies 12"field edge 6 36 36 36 36 36 36 36 36 32 24 20 16 12 Diagonal Board Sheathing P 8'En one having Gz0.49 g 2 s 4 36 36 36 36 36 36 36 36 36 36 36 36 32 24 1"x6"or I"x8" 2-8d 2-10d per support For other conditions,multiply value by the following adjustment. spacing 3 36 36 36 36 36 36 36 36 36 36 36 36 36 36 1"x10"or wider 3-8d 3-10d per support 2x6 1-3 stories 72 72 72 72 72 72 72 68 51 42 36 32 29 26 Roof+1 Floor Roof+2 Floors Roof+3 Floors Interi Zon ' See AWC/ANSI Special Design Provisions for Wind and Seismic(SDPWS) for proper esign and detailing of wood structural panels FLOOR SHEATHING 1-3 stories 72 72 72 72 72 72 72 72 60 49 42 37 34 31 used to resist combined shear and uplift from wind. Wood Structural Panels Wall Height 8' 10' 8' 10' 8' SO' To Plate to Ride ' Where framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shall be permitted to be multiplied by 1.08, 1"or leis 8d lOd 6*edge/12"field P g Roof Pitch Adjustment Factor but in no case shall they exceed a span of 36 ft. greater than 1" 10d 16d 6"edge/12"field Height ft Diagonal Board Sheathing 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 ' Tabulated values for plywood assume plywood with a species of plies having a specific gravity of 0.49 or greater.For plywood with i"x6"or i"x8" 2-8d 2-10d per support 56.12 5' 0.66 0.79 0.71 0.86 0.74 0.90 other species,multiply the tabulated maximum roof spans by 0.90. i"xio"or wider 3-8d 3-10d per support 10' 0.74 0.87 0.76 0.91 0.78 0.94 Footnotes to Table MA ° Wood structural panels shall overlap the top member of the double top plate and bottom plate by 134"and a single row of fasteners Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge.Alternative nailing schedules shall 5' 0.72 0.86 0.75 0.90 0.77 0.93 r shall be placed'!."from the panel edge, Prescriptive limits are based on assumptions to Table 3.3, be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed 3 inches on-center at the panel edgeto 10' 0.87 1.00 0.85 1.00 0.84 1.00 ' Anchor bolts shall be uniformlydistributed along the length of the sill plate.See Section 3.2,1.7 for anchor bolt limitations. s Wood structural panels shall overlap the top member of the double top plate and bottom plate by 134".Rows of fasteners shall be 34" obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be >6.12 15' 1.01 1.14 0.95 1.10 0.91 1.07 3 Sill plates are assumed to be treated Southern Pine. " apart with a minimum edge distance of 34 .Each raw shall have nails at the specified spacing. used to maintain the load path. ° Where the lateral force resisting system is other than wood structural panel shear walls the number of anchor bolts required shall be increased by z When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 20' 1.15 1.29 1.04 1.19 0.99 1.14 multiplying by 3.25. 1-16d nail per foot. 6 The number of foundation sill plate anchor bolts can be determined for other load cases by multiplying by the appropriate adjustment factor given In the following table: Roof/Ceiling Assembly a l5 psf Roof/Ceiling Assembly a 25 psf Minimum Table3.3A1 2"Anchor Botts-Foundation Sill Plate Connection n Foundation Building Floor a12psi Floor-20 psf Floor-12 psf Floor-20 psf Floor"12 psf Floor-20 psf Floor al2psi Floor"20psf 1/ GSL _ 3 0 Table 3.3A4 5/8 Anchor Botts-Foundation Sill Plate Connection a. Partition•8 psf Partition-S psf Partition-S psf Partition"8 psf Partition-S psf Partition-8 psf Partition e S psf Pariltion-S psf Resisting Shear Loads from Seismic(prescriptive �/2�� Resisting Shear Loads from Seismic GSL '� 3® Supporting Dimension,w THE NEW 2018 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY NEW YORK STATE REFERS TO THE 2018 WOOD FRAME p g (prescriptive ft Wall-180PR wail.iso H Foundation lion ate conn watt-oa tr wall-iso N Wali-110 n wan.iso tt CONSTRUCTION MANUAL WFCM FOR ONE-AND TWO-FAMILY DWELLINGS DEVELOPED BY THE AMERICAN WOOD COUNCIL'S(AWC) alternative to Table 3.3) alternative to Table 3.3) � = 5`31r { •} Foundation sillptateconnedionshear loadadjustment factors WOOD DESIGN STANDARDS COMMITTEE .THE CONTRACTOR AND FRAMING FOREMAN SHOULD BE FAMILIAR WITH THIS MANUAL (Dead Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 plf; (Dead Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 plf; 12 2.33 1.42 1.00 1.10 1.51 1.60 '1.17 1.27 AND BE RESPONSIBLE FOR BUILDING IN CONFORMANCE WITH IT.THE WFCM HAS DEVELOPED GUIDES TO WOOD CONSTRUCTION Ground Snow Load=30 psf;Lateral force resisting system:Wood structural panel shear walls) Ground Snow Load=30 psf:Lateral force resisting system:Wood structural panel shear walls) _,,,._�16 ».• . 1,30 1.39< 1.00 Y 1.12 1.49 _ p 1.59 1.20 1.31 20 1.27 1.38 1.00 1.13 1.47 ].Ss µ1.11 " {'1.a3 IN HIGH WIND AREAS. USE OF THE HIGH WIND PROVISIONS OF THESE GUIDES WILL RESULT IN DESIGN SOLUTIONS THAT p� Minimum SOCA SD[B SDC C Minimum SDC A SDC B SDC C Roof,Ceiling 24 2.24 1.37 1.00 1.14 1.45 3.57 1.21 1.35 &1 Floor PRESCRIPTIVELY MEET THE APPLICABLE REQUIREMENTS OF THE WFCM IRC AND IBC.THESE GUIDES CONTAIN FIGURES AND Foundation Building L/W Foundation Building L/W L/W UW 28 . - 1.22 1.36 l.f?0 ].iS _ 1.44 1.57 1,22. - 137 Supporting Dimension,W 1 1.5 2 2.5 3 1 1.S 2 2.5 3 1 1.5 2 2.5 3 Supporting Dimension,W 1 1.5 2 2.s 3 1 1.5 2 2.s 3 1 1.s 2 2S 3 32 1.21 1.35 ].00 1.15 1.43 1.56 1.23 1.37 TABLES DESCRIBING THE REQUIRED NAILING OR FASTENERS BETWEEN ALL STRUCTURAL MEMBERS WITH THE RESPECTIVE ft Number otBolts Required'A;'°s'6 "-"'.a SPACING. SHEET 1.0 IS A DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR HIGH WIND UPLIFT AND LATERAL FORCES. PLEASE (ft) Number.SBolts Re u2.5 36 1.19 1.34 1.00 1.15 1.42 1.56 1.23 1.39 1 2 1 12 1 1 1 1 1 1 ] 1 1 1 1 1 1 ] 1 12 1,36 1.46 1.00 1.13 1.48 ].S8 1,12 1.25 CONSULT THE ARCHITECT IF THERE ARE SPECIFIC CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL OR ON THE DIAGRAM 16 1 1 1 1 1 1 1 1 1 1 1 1 1 ..,n-•+,»n-.-.......,..,,,.� :r=.-^w» ^,-»,r ,-,..-,.-w-,_...,.....w,..--. .K,•,+.rx, •, .^*-..=,.,r:-w-,v«m'sM^^.-• �.+».�:_-..`°"«,,y,.--,..,. ,.,..,w.t.+... ^.-..,... ,«-N..:, ......_x.. .. .n w. w .< • •-,.»�. 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16 y M _� 1: 1.45 1.00 1.15 1.44 1.s7 1.28 SHEET 1.0 Roof,Celing,& 24 1 1 1 1 1 1, 1 2 2 2 1 2 2 3 2 20 1 1 1 I 1 1 2 1 1 2 1 11 1 2 2 20 2.29 V1.43 1.00 1.17 2,42 1,56 1.13 I.30 3 Roof,Ceiling,& Roof,Ceiling I Floor 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 24 127 1.42 1.00 1.18 1.40 1,55 1,14 1,32 ADDITIONAL DESIGN CRITERIA: 28 1 1 1„ 1 _ . .2 1 _- 2„ 2 „ 2 .. 2 2 2, 3- 3 „4 1 Floor 24 ] 1 1 i 1 1 1 &2 floors 2 2 2- 1 2 2 2 3 28 1.25 141 1.00 1.19 1,38 1.54 1.14 1.33 32 1 1 1 2' - 1 2 2 3' - 2 3 3 4' 32 1 1 1 1' - 1 1 2 2' 2 2 2 3' 32 1.23 1,40 1.00 1.19 1.36 1.S4 1.14 1.34 1. GRAVITY LOADING: 36 1 1 2 2' 2 2 3 3' - 2 3 4 4' 36 1 1 1 1' - 1 2 2 2' - 2 2 3 3' 36 1.21 1.39 1.00 1.20 1.35 isa 1.1s 1.35 A. FIRST FLOOR- COMBINED LIVE AND DEAD LOAD=50 PSF 12 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 12 1.37 1.49 1.00 1.14 1,46 1.57 1.09 1.23 B. SECOND FLOOR-COMBINED TOTAL LIVE AND DEAD LOAD=40 PSF 16 1 1 1 I 1 2 1 2 2 2 1 2 2 2 3 2 16 1 1 1 1 1 1 1 1 2 2 1 1 2 16 • 1,42 1.56 3.09 1.26 C. ROOF GROUND SNOW LOAD 25 PSF+DEAD LOAD 15 PSF-40 PSF 20 1 I 2 ] 2 2 2 2 2 3 2 2 3 3 a ,°^^� �...:.�.--.•,-� ,, ._, .•�,-.. 116 20 1 1 1 1 1 1 1 2 2 2 1 2 2 .,.4-��...-��. ,«,.:..�. -___...,• .�.-.... .,,,....•...,, -, 20 1.30 2.46 M^1.00» - LL 1.18 Xrt 1.40 m µ1.55" 1.10 1 Z8 Root,Ceiling,& Roof,Ceiling,& 2 IN 24 1 1 1 2 2 2 2 2 3 3 2 3 3 4 5 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 Roof,Ceiling WIND LOADING: 2 Floors 28 1 1 2 2 2 2 2 Floors &3 Floors 1.20 1.37 1.S4 110 1.30 2 3 a a 3,,- 3 4 5 6 28_ 1 1 1 4 i zs 145 100 A. CONSTRUCTION IN HIGH WIND AREA 130 MPH E 2 2 1 ... .2 .. .. 2- .. 3... _ 3_ 2-... -33 .- ,.. 4.- . ..4 2s 1.2s . 1.44 . 1-00 .- ,. 1.21 1.35 1.53 1.10 1.31 IDE TO WOOD CONS EXPOSURE B HIGH WIND GUIDE, 32 1 2 2 2' - 2 3 4 4' - 3 4 S 6' 32 1 1 2 2' - 2 2 3 3' 2 3 4 5' - 32 1.24 1.43 1.00 1.21 1.34 1.53 1.11 1.32 UNLESS OTHERWISE NOTED. -' 36 1.22 1.42 1.00 1.22 1.32 1.52 1.11 1.33 3. DESIGN PRESSURE: 36 2 2 2 1 - 3 3 4 2 - 4 5 6 7 36 1 2 2 1 - 2 3 3 1 - 3 a a s A. AS PER 2018 IRC SECTION R609 EXTERIOR WINDOWS AND DOORS t A P 12 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 Effective seismic weight used to determine foundation sill plate anchorage load includes 20%01 ground snow load where the ground snow load exceeds 30 FINAL N � �r1 16 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 - 11--i- ..k..» - - - psf. SDs used for SDC A B,C,Do.Di and Oi are as follows:S�*0.17 for SDC A;5�:0.33 for SDC B;5 .0.50 for SDC C;Sns"0.67 for SDC Do;Sos-0.83 for SDC Di; .a.�-,-���,.._... 4 -. ......,,��� A.�-.�.,,, .-.�.� r�„ .-<...,.-_,,.~Po. _ - ,��-__ VENTILATION: o ...- 1 1 2 2 2 2 2 3 3 d 2 3 r=4 . 4 5 . 20 1 .,1 l•. 1,_�,-. 2 i., -,ur �e r 2 2 «,i_.. Z. 3 3 4 �r Roof,Ceiling& Roof,Ceiling& 24 1 1 2 2 2 2 2 3 3 3 2 3 4 d 5 505=1.17 for SDC DI. A. AS PER 2018 IRC SECTION R303 LIGHT,VENTILATION AND HEATING REVIEWED BY L 4 5 3 4 5 6 7 3 Floors 3 Floors 13 28 2 2 2 3 3 3 3 3 28 1 2 2 2 2 2 _ 3 3 4 „ 4 3 4 . 4 . _-S , 6 'The number of foundation silt late anchor bolts Is based on a building length,t.equal to 80 ft. 5. ENERGY CODE CALCULATIONS: 3 4 5 6 d S 6 7 8 P B B 32 2 2 3 3' - 3 4 5 6' - 4 6 7 9' 32 1 2 2 3' - 2 3 4 a' 3 4 S 6' A. REFER TO THE 2018 IECC 36 2 3 3 4' - 4 5 6 7' - S 7 9 10' 36 2 2 3 3' 3 4 4 5r 4 5 6 7' SEE DECISION # 7 Minimum SDC Do SDC 0, SDC D= Minimum SDC Da SDC Dr SDC D2 DATED /.J,� Foundation Building VW L/W L/W Foundation Building L/W L/W VW P Supporting Dimension,W 1 is 2 2s 3 1 is 2 2s a i is 2 2s 3 3B Bottom Plate to Foundation Connections(Anchor Bolts)Resisting Shear Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 liable 3. h Number of Bolts Required'-",4.1.6 (ft) Number of Bolts Required'" 12 1 1 1 1 2 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 1 2 2 from Seismic 16 ] 1 1 z 2 1 1 2 2 2 1 2 2 _2 3 REV. DATE REVISIONS 16 1 1 2 2 2 1 2 2 2 3 2 2 3 3 4 -.-,,.,„w„�.-.... . ..,-.<......n_•w-_.-,--,...,.,-._-,....-,-...- ,-- r.,...-, ,- _2_7 ,, 2 .2, _.2 ti 3�. .-_2 2M 3 M 3 d For Seismic Design Categories A,B,C,Da Di,and DI p.20 I. 2 2 3 3 c 2 2 3 3 4 2 "µ33 4 5 Roof,Ceiling, Roof,Ceiling,& 24 1 2 2 2 3 2 2 2 3 3 2 3 3 4 5 24 2 2 3 3 4 2 3 3 4 5 3 4 4 5 6 1 Floor I Floor 28 2 2 3 3 3 2 2 3 4 4 2 „3 . ,, 4 5 S Anchor Bolt Diameter(in.) Maximum Anchor Bolt Spacing(in.)'z ARC 28 . 2 3 3 4 5 2 3 4 5 6 3 4 6 7 8 32 _ z 3 4 _ 5' -- 3 a 5 6� - 4 . 5 .. 7 8' 32 2 2 3 4? 2 3 4 41 3 4 5 6; " 1�,��p D CLq H/r� r > > 36 2 3 4 4 - 3 3 4 5 3 5 6 6 1/2 67 �� C' 36 3 4 5 5 3 S 6 7 - 5 6 8 9 CO Q 9G 12 1 1 1 2 2 1 1 2 2 2 1 2 2 3 3 Q 12 1 2 2 2 2 2 2 2 3 3 2 2 3 3 4 - 16 2 2 3 3 4 2 3 3 4 4 3 3 4 5 6 16 1 2 2 2 3 2 2 2 3 3 2 3 3 4 4 S/8LU Fes,. .,,.---,. ..., ' .,.. ..,_._,,7.. ,7__•....-_„_.� 3 3 2 3 3. 4 4 3 3 4 S 6 t lY Y Roof,Ceiling, Tabulated anchor ballspacings assume shear walls are sheathed In accordance with Section , 20 2 3 3 4 S 3 3 4 5 6 3 5 6 7 8 && Roof,Ceiling,& 24 2 3 3 4 4 2 3 4 5 S 3 4 S 6 7 * � 24 3 4 4 5 6 3 4 5 6 8 4 6 7 9 10 2 Floors 3.4.4.2.For other wall sheathing types the tabulated anchor bolt spacings shall be multiplied by 2 Floors 28 2 3 4 5 5 3 4 - .. S .: 6 - 7 4 - s 7 a 9 syr PROPOSED PLANS 27 3 -4 s 7 7 a . 5 7 s 9, ,S,_„ - _7 9 - 11 13 32 3 4 5 6' 3 5 6 T - 5 6 8 10' the appropriate sheathing type adjustment factor in Table 3.17D.For anchor bolt limitations os5 32 4 5 7 8' - 5 6 8 10' - 6 9 11 14' 36 3 5 6 6' - 4 6 7 8' 6 8 10 11' see Section 3.2.1.7. 1700 6 RAT H W H 36 5 6 8 9' - 6 8 10 11' - 8 11 14 15' 12 1 2 2 2 3 2 2 2 3 3 2 2 3 4 4 2 Wall bottom plates are assumed to be treated Southern Pine. O L ROAD 4 3 3 4 S 6 16 2 2 3 3 4 2 3 3 4 4 3 4 4 5 6 16 2 3 4 4 5 3.. 4.� ...,4 S �6 4 S 6 7 8 :z�= » .-a 3 .. ., q, . .� .R. ,. - tea, -- M, .r . NEW SUFFOLK 12 2 2 3 3 3 2 3 4 24 Y- 'f 4 4w ^s -eWry V< f 7Y' 4 5 6 7' . 8 i 6 8 - 10 11- Roof,Ceiling& 4 4 5 3 3 4 S 6 4 < 5 6 7 8 NEW YORK Roof,Ceiling& 3 Floors 24 3 4 5 S 6 3 4 6 7 7 4 6 8 - 9 11 3 Floors 4 5 6 8 9 5 6 8 4 Il 6 8 11 13 15 28 3 5 . 6 ., 7. - -8 4 - .- 6 7 _ 8 9 6. 8 10, 12 13 o 6 . _ ,7 _.,,,_10 _ 11. 6 -_ s 10 _ „ !2 .13 8; ii 14 16 19 32 4 6 7 8' 5 7 9 SO' 7 9 12 14' 28 s , e ® DESIGN CRITERIA 32 6 $ 10 12' - 7 9 12 15' - 9 13 17 20' 36 5 7 8 g' - 6 s to u' s Il 14 16' ALL NEW WORK TO CONFORM WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC). 1 36 7 9 12 13' 8 11 15 16' 11 16 20 22' See footnotes 1.7. DRAWN BY: IEG SHEET NO.: See footnotes 1.7. s • ' f IN ADDITION FOLLOW THE SUPPLEMENT TO THE 2018 NEW YORK STATE ENERGY CONSERVATION . CHECKED BY: ZTC CONSTRUCTION CODE WHERE APPLICABLE. SCALE: AS NOTED A- 10 i ISSUED DATE: 07-31-21 Table 3.5 Top and Bottom Plate to Stud Lateral Connection Table 3.6 Ridge Connection Requirements for Wind Table 3.10 Roof Sheathing Attachment Requirements for Wind R301.2.1.2 Protection of Openings Requirements for Wind Loads (Dead Load Assumptions: Roof Assembly DL=10 psf Loads Exteriorglazing in buildings located in windborne debris regions shall be Wind Speed Wind Speed 3-second gust(mph) 1 1 protected from windborne debris.Glazed opening protection for windborne 3-second gust 90 95 SOD 105 110 115 120 30 40 350 16D 170 180 195 90 95TO 0 105 110 115 120 13 ISO 160 170 180 195 debris shall meet the requirements of the Large Missile Test of ASTM E1996 g (See Figure 1.1) q g Wind Speed (See Figure 1.1) and ASTM E1886 as modified in Section 301.2.1.2.1.Garage door lazed Rafter Fastener Spacing g g 3-second gust 90 95 100 ids 110 115 120 130 140 150 160 170 180 195 Roofspan x2,3,4 /Truss opening protection for windborne debris shall meet the requirements of an Roof Pitch Required Capacity of Ridge (plf)' i � Panel tnterrrt. (mph) (ft) Sheathing location Spacing Edges Supports Uplift Load per Nail(lbs) approved impact-resisting standard or ANSI/DASMA 115. (See Figure 1.1) 12 28 39 Sl 64 77 91 105 36 169 205 243 284 327 397 (in.) (in.) (in.) 12 16 37 52 68 _85 103 121 141 82 226 274 325 _379 436 529 Wall Height(ft) Unit Framin zo 45 65 85 106 128 152 M 176'tt 27 282 3„42 `TT ,406 473 545 X661 6 12 17 19 21 23 25 28 30 3 4 47 53 60 67 78 Exception:Wood structural panels with a thickness of not less than 7/t6 inch 3:12 24 56 78 102 128 154 182 211 72 339 410 487 568 654 793 12 6 6 9 10 11 12 13 14 15 1 2 24 27 30 34 39 (11 mm)and a span of not more than 8 feet(2438 mm)shall be permitted 8 45 50 55 61 67 73 79 93 108 124 141 159 178 209 28 65 91 119 149 180 212 246 18 395 479 568 663 763 925 3 3 5 5 6 6 7 7 8 1 1 16 18 20 23 26 1 12 14 15 17 20 for opening protection.Panels shall be precut and attached to the framing Yy`"^ rr _•„ �„�,_T _" �� -�• " - 212 249 32 74 105 137 170 206 243 281 63 452 547 649 758 873 1057 10 53 59 66 72 _ 79 87 94 111 129 148 168 190_ _ � 6 12 23 25 28 31 3a 37 40 a 5 62 70 79 89 104 surrounding the opening containing the product with the lazed opening. . .....-,�m_�-..,.. -._�... - g p g g P g 12 til 68 76 .83 - 91 100 109 128 148 170 193 218 245 287 36 83 118 154 192 231 273 316 09 508 616 730 8S2 982 1190 6 6 12 13 14 16 17 19 20 2 2 31 35 40 45 52 14 69 77 85 94 103 112 122 144 167 191 218 .246 275 323 12 26 35 45 55 65 77 88 13 139 168 199 231 266 321 16 Panels shall be predrilled as required for the anchorage method and shall be 4 4 8 9 10 10 11 12 14 1 1 21 24 27 30 35 7 60 73 87 102 118 so 186 224 265 308 354 42s secured with the attachment hardware provided.Attachments shall be 16 77 85 94 104 114 124 135 159 184 212 241„ 272 305 358 1 X35 " s4�� _..- �......... . .. .:_. _ r .., ,� _,.,-� „R<..,� _ - .. „. �.. .w.._N Interior Zone 3 3 6 7 7 8 9 9 10 1 1 16 18 20 23 26 .... -- � intim 536 6 12 27 30 33 37 40 44 48 5 6 74 84 95 101 125 designed to resist the component and cladding loads determined in 20 43 58 75 91 l09 128 • 147 88 232 280 331 385 443 18 86 93 103 113 124 136 148 174 201 231 263 297 333 391 4:12 24 _ 52 70 89 110 131 153 176 26 279 336 397 463 532 643 19.2 6 6 14 15 17 19 20 22 24 2 3 37 42 48 54 63 accordance with either Table R301.2(2)or ASCE 7,with the permanent 20 96 100 111 123 135 147 160 218 250 285 321 360 423 28 61 82 104 128_ 153 179 206 63 325 392 464 540 620 750 4 4 9 10 11 12 14 is 16 1 2 25 28 32 36 42 1 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located within 8 feet of corners. 32 69 94 119 146 174 204 235 01 372 448 530 617 709 857 3 3 7 8 9 9 10 it 12 1 1 19 21 24 27 32 corrosion-resistant attachment hardware provided and anchors 2 Tabulated framing loads are specified in pounds per linear foot of wall. To determine connection requirements(lbs),multiply the tabulated unit lateral 1 ~° 36 78 105 134 164 196 230 264 38 418 504 596 694 797 964 6 12 34 37 41 46 50 55 59 7 8 93 105 119 133 156 permanently installed on the building.Attachment in accordance with Table 12 20 27 35 43 51 60 69 8 109 132 156 182 209 253 24 6 6 17 19 21 23 25 28 30 3 4 47 53 60 67 7g R301.2.1.2 is permitted for buildings with a mean roof heightof 45 feet(13 framing load by the multiplier from the to orresponding to the spacing of the connection: 6� 26 36 46 5 68 so 92 18 146 176_ _208 242 279 337 4 4 12 13 14 16 17 19 20 2 2 31 35 40 45 52 728 mm)or less where the ultimate design wind speed, Vulb is 180 mph(290 20 33 45 58 71 85 100T 115 47�.r. 182 220 - 260 203`" ` 348 421 3 3 9 10 11 12 13 14 15 1 2 24 27 30 34 39 kph)or less. Connection Spacing(in.) 12 16 19.2 24 48 ��` t5: 24 40 54 69 85 102 119 138 77. 219 264 312 364 418 506 6 12 32 35 39 43 47 51 56 6 7 87 99 112 125 147 TABLE R301.2.1.2 :� �� Multiplier 1.00 1.60 2.00 4.00 0 28 46 63 81 _99 119 139= 161 06 255 308 364 424 488 590. 12 6 6 16 18 20 22 24 26 28 3 3 44 50 56 63 74 S�Q i „`=32� 53 72 0 114 136 159 184 36 292 352 416 485 557 674 3 3 81 12 13 is 16 17 19 2 2 29 33 38 42 49 9 10 11 12 13 14 1 1 22 25 28 32 37 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD -r36 60 81 104 128 153 179 207 65 328 396 468 545 627 758 ��a(�` 12 20 26 33 40 48 55 63 1 99 119 141 164 188 227 1 4 47 52 57 63 68 74 8 1 116 132 149 167 196 STRUCTURAL PANELSa,b,c,d FLOOR JOIST �(��9 �� X� 16 � 27 35 44 54 63 74 85 08� 133 159 188� 218 2_50 302 16 6 6 21 24 26 29 32 34 37 4 5 SS 66 75 84 98 L1.7 1 -4-47- -. 7 ems,- >_.. _,.......:-..n .. Zo 20 33 a4 55 67 79 92 106 35 166 199 235 273 �_' 378 7 4 4 14 16 18 19 21 23 25 2 3 39 44 50 56 66 FASTENER SPACING(inches)a,b 6:12 24 40 S3 66 80 95 111 127 62 199 239 282 327 376 453 Perimeter Edge Zone 3 3 11 12 13 15 16 17 19 2 2 29 33 38 42 49 6 12 50 56 62 68 75 82 89 1 12 139 158 179 200 235 32 50 V79 99 121 143 166 _1199 4i a2.e 265 319 376 1 43.298 358 423J,.,. 4916 501 605 564 685 19.2 4 4 17 19 21 23 25 28 30 3 4 47 53 60 6779 90 0 74 FASTENER TYPE n< p feet< 6 feet< _ _ _ _ Panel 4 28 47 61 77 94. 111 129 148 88 232 27 29 43 529 118 spa panel span panel span 36 fi 3 3 13 14 16 17 19 21 23 2 3 35 40 45 50 59 4 feet 5 6 feet 5 8 feet 12 27 32 37 43 49 55 62 6 94 112 132 153 175 211 6 12 63 70 78 85 94 102 111 1 15 174 198 223 250 294 16 36 43 50 57 65 73 82 02 12_5 149 176 204 _233 281 No.8wood-screw based . .`.ice -� 6 6 32 35 39 43 47 51 56 6 7 87 99 112 125 147 2D a5 53 62 72 81 92 l03 2� - fiii� i8i ",220 254 291 351 24 4 4 21 24 26 29 32 34 37 4 5 58 66 75 84 98 anchor with 2-inch embedment 16 10 8 7:12-12:12 24 54 64 75 . 86 98 110 123 53 187 224 263 30S 350 421 28 62 „ 74 87 100 114 129 144 78 218 261° 307 _- 356 408 491 3 length 3 1 18 20 22 24 26 28 3 44 50 56 63 74 32 71 85 99 115 130 147 164 04 250 299 351 407 466 562 Fastener Spacing Uplift Load per Nail(Ibs) 36 80 96 112 129 147 165 185 281 336 395 458 525 632 Gable Endwall Rake or (in.) No. 10 wood-screw-based 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. Rake Truss with up to 9" 6 28 31 35 38 42 46 50 5 78 88 100 112 131 anchor with 2-inch embedment 16 12 9 LATERAL 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x SO psf=6 psf). Rake Overhang 4 19 21 23 26 28 31 33 3 4 S2 59 67 75 88 length F1ZAM- 11\ 3 14 16 18 19 21 23 25 3 39 44 SO 56 66 F" 3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for different ridge connection spacing,multiply the tabulated values by the appropriate 1/4-inch lag-screw-based multiplier below: Fastener Uplift Capacity2 3(lbs) anchor with 2-inch embedment 16 16 16 LOADSSheathing Thickness(in.) 3/8 7/16 15/32 19/32 23/32 Ridge Connection Spacing(in.) 12 i6 9.2 24 48 Framing Member G 0.42 0.49 0.42 0,49 0.42 0.49 0.42 0.49 0.42 0.49 length Multiplier 1.00 .60 2.00 4.00 4 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length,The jack rafter length includes the overhang length and the jack span. 8d common 70 91 69 Soo 67 98 63 92 58 86 For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.4148 N,1 mile per hour=0.447 10d(10X 84 101 82 118 81 120 77 114 73 108 m/s. RSRS-035 91 91 99 106 99 114 99 135 99 195 a.This table is based on 180 mph ultimate design wind speeds, Vulr•and a 45- foot mean roof height. 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. b.Fasteners shall be installed at opposing ends of the wood structural panel. 2 Minimum capacity of withdrawal and fastener head pull-through is tabulated. Fasteners shall be located not less than 1 inch from the edge of the panel. 3 Tabulated values include a load duration Factor adjustment,Co=1.6. 4 Tabulated values for 8d common nails and Sod box nails are applicable to carbon steel nails(bright or galvanized). c.Anchors shall penetrate through the exterior wall covering with an 5 Tabulated values for RSRS-03 nails are applicable to carbon steel(bright or galvanized)or stainless steel nails. embedment length of not less than 2 inches into the building frame. Fasteners shall be located not less than 21/2 inches from the edge of FLO R JOIST Table 3.11 Wall Sheathing and Cladding Attachment a concrete block or concrete. Requirements for Wind Loads d.Panels attached to masonry or masonrylstucco shall be attached using vibration-resistant anchors having an ultimate withdrawal capacity of not Wind Speed less than 1,500 pounds. Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements 3-Second gust 90 95 100 105 110 115 120 1 1 150 160 170 180 195 (Prescriptive Alternative to Table 3.9) (mph) (See Fi ur 1.1 Table 3.5A Top and Bottom Plate to Stud Lateral Connections Roof live Load Ground Snow Load STRUCTURAL SHEATHING R301.2.1.2.1 Application of ASTM E1996 r 20 psf M 50 psf 70 psf E F E F E F E F E F E F E F E F E F E F E F E F E F E F for Wind Loadslinei (ft) 1 Stud Spacing 2,3 The text of Section 2.2 of ASTM El 996 shall be substituted as follows: Sheathing Location Maximum Nail Spacing for 8d Common Nails or lOd Box Nails(inches,o.c.) (Prescriptive Alternative to Table 3.5) 12 24-T36 2 24 36 12 24 36 (inches,o.c.) Rafter 12s4,s 12 6 12 6 12 6 12 6 12 6 12 6 12 61121 6 6 2 6 12 6 12 6 12 6 12 6 12 2.2 ASCE Standard: Wind Speed Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection' '' Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 611216 2 6 2 6 12 6 12 6 12 6 12 6 12 Spacing(in.)3-second gust(mph) 90 95 100 105 110 115 120 U140 150 160 170 180 195 24 111111 6 12 6 i2 6 12 6 12 6 12 6 12 611216 2 6 2 6 12 6 12 6 6 6 6 6 6 ASCE 7-10 American Society of Civil Engineers Minimum Design Loads for (See Figure 1.1) 12 3 5 8 3 6 9 5 9 13 6 12 17 tY g g 12 6 1121 6 1121 6 1121 6 12 6 12 6 12 6 12 6 2 6 2 6 12 6 1121 6 1121 6 112 T61 Buildin sand Other Structures 16 4 7 10 4 8 12 6 12 17 8 15 23 Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 2 6 2 6 12 6 12 6 12 6 12 gSpacng Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf)1 Stud - 3:12 19.2 4 8 12 5 10 14 7 14 21 9 18 27 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 2 6 12 6 6 6 6 6 6 24 5 SO 15 6 12 18 9 17 26 12 23 34 BOARD SHEATHING or LAP SIDING The text of Section 6.2.2 of ASTM E1996 shall be substituted as follows: (in.) 12 3 4 6 3 5 7 4 7 10 5 9 13 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 16 3 5 8 3 6 9 5 9 13 6 12 17 Sheathing Size Rafter/Truss Spacing 6.2.2 Unless otherwise specified,select the'wind zone based on the 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4:12 (. ) Minimum Number of PeCS Pott Nails or 10d Box Nails ,g P ui� 19.2 3 6 9 4 7 11 6 11 16 7 14 21 inches o.c. 12 2 2 - 2 2 2 2 2 2 2 2 2 2 2 2 ultimate design wind speed, V as follows: 24 4 8 11 5 9 13 7 13 19 9 17 26 12 3 3 5 3 4 6 3 6 8 4 7 11 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 2 2 2 6.2.2.1 Wind Zone 1-130 mph:5 ultimate design wind speed, Vuir<140 12 14 2 2" ' x" -2 2 rv2 2" 2 ' -2 2 2 2 2 2 3 16 3 4 6 3 5 7 4 7 it 5 9 14 1x10 or Larger Sheathing 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 18 2 2 2 2 2 2 2 2 2 2 2 2,_- 3 3 5:12 mph. 19.2 3 S 7 3 6 9 5 9 13 6 11 17 24 3 6 9 4 7 11 6 11 16 7 14 21 E - Nail spacing at panel edges(in.) 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 6.2.2.2 Wind Zone 2-140 m < 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 3 3 4 3 3 4 3 4 6 3 5 8 F - Nail spacing at intermediate supports in the panel field(in.) mph:5 ultimate design wind speed, Vuit<150 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 16 3 3 5 3 4 5 3 5 8 4 7 10 mph at greater than 1 mile(1.6 km)from the coastline.The coastline 7:12 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. shall be measured from the mean high-water mark. 2dnm„ 2m.,-, 24..�. ,..rA2-.�. 2�-.. i -2«-- -._Zew� -�,.2,.<,M. Z.. 2 _.�...-. ,..r3,__. 19.2 3 4 5 3 4 6 3 6 9 4 8 12 g 16 14 2 2 - . 2 2 2 2 2 2 ' 2 2 2 3 3 3 24 3 5 7 3 5 8 4 8 11 5 10 15 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42:s G<0.49. 16 2 2 2 2 2 2 2 2 2. 2 3 3 3 4 12 3 3 3 3 3 3 3 3 5 3 4 6 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 6.2.2.3 Wind Zone 3-150 mph(58 M/S):5 ultimate design wind speed, _.- 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 16 3 3 4 3 3 4 3 4 6 3 5 8 Vults 170 mph(76 m/s),or 140 mph(54 m/s):5 ultimate design wind 8.12 �p ARC y7� speed, V„lts 170 mph(76 m/s)and within 1 mile(1,6 km)of the coastline. 8 2 2 2 2 2 2 2 2 2 3 3 3 4 5 24 3 3 4 3 4 5 3 S 7 3 6 9 A ��, �ppp CLgN FO The coastline shall be measured from the mean high-water mark. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 4 5 3 4 6 3 6 9 4 8 12 Q� 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 12 3 .5 3 3 3 3 3 3 4 3 3 5 B PQy 92 �' 12 2 2 2 2 2 2 2 F^ 2m,F. 2 3 3 4 d 5 16 3 3 3 3 3 3 3 3 5 3 4 6 w 6.2.2.4 Wind Zone 4-ultimate design winds eed, V > 170 mph(76 12:12 19.2 3 3 3 3 3 4 3 4 6 3 5 7 cc 1 g P utr p 24 14 2 . 2 2 2 . 2 2 2 2 3 3 4 4 4 5 m ) 16 2 2 2 2 2 2.. 2 3 3 3 .4 4.. S s. . �C 24 3 3 4 3 3 5 3 5 7 3 6 9 � �. s. 1 Heel joint connections are not required when the ridge is supported b a loadbearin wall header or ridge beam designed to 035& 18 2 2 2 2 2 2 2 3 3 4 4 5 S 6 J 4 g PP Y g � g g 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 resist the applied loads. q E OF N� 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint 1 Prescriptive limits are based on assumptions in Table 3.5. connection requirements shall be permitted to be reduced proportionally to the reduction in span. FINAL MAP 4"o.c.Nall Spacing Panel Nailing 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. perTable 2 6"o.c.Nall Spacing Panel Nailing perTabte 2 E�' �Y 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. ipage7t E i 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. -�Plate-to-Stud SEE D E C:f S,10 When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint Connection I r- 5�. � (Table 8) Lesser of L/2 connection requirements shall be Increased by the following factors: or 2' Required DATED Ceiling Height/Top Uplift Blocking Plate-to-Roof Ridge Heel Joint Connection Lookout tQ lock ConnectionP Minimum 2x4 REV. DATE REVISION -.� Adjustment Factors per Table 9 Outlooker NOTE: Ha T T Height/2 JHa) 2.00 Section B-B Section A-A Gable Endwall THIS BUILDING SHALL COMPLY WITH AND REFERENCE THE 2018 INTERNATIONAL HC 1/3 1.50 Figure 15. Rake Overhang Framed Without Structural Figure l7. Rake Overhang Framed With Structural RESIDENTIAL CODE. REFER WHERE APPLICABLE TO THE 2018 SUPPLEMENT TO THE 1/4 1.33 outlookers Outlookers NYS ENERGY CONSERVATION CONSTRUCTION CODE TO THE 2018 IECC. 1/s 1.25 Panel Nailing 1/6 1.20 per Table 2(page 7) GLAZED OPENINGS TO BE PROTECTED AGAINST WIND BORNE DEBRIS AS SPECIFIED 1/10 1.11 411 o.c. IN R 301.2.1.2 OF THE 2018 IBC RESIDENTIAL CODE. PANELS TO BE PROPOSED PLANS Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of � 1700 G RAT H W O H L ROAD CONSTRUCTED IN ACCORDANCE WITH CODE AND STORED ON SITE. REFER TO the to plate-to-roof ridge height, is greater require I.� Lookout Table 9, Uplift Forces p g g R c g Y q <1, Block P PROJECT DRAWINGS FOR OPENING SIZES. Copyright©American Wood Council.Downloaded/printed pursuant to License Agreement.No reproduction or transfer authorized. (optional) Overhang framed With StructuralOut/ookers AMERICAN WOOD COUNCIL NEW SUFFOLK Truss-to-stud Outlooker W YORK Connections Rake Outlooker Spacing Truss -- - tjp(jft(Ib.) `r =..__ ® ® DESIGN CRITERIA(CONTINUED) 12"o.c. 262 Section A-A 16"o.c. 349 F" DRAWN IBY: IEG SHEET NO,: Figure 16. Rake Overhang Framed With Rake Truss 24"o.c. 524 ;," ` CHECKED BY: ZTC SCALE: AS NOTED A- 1 1 ` r ' ISSUED DATE: 07-31-21 ARCHITECT EXISTING WOOD r FRAME WALLS WINDOWS AND I DOORS TO BE _ �___ REMOVED -��---��-- DN ri --� 1 r Hill II IIII I \\ rr IIII r r r 1111 I IIII x_ IIII IIII PROVIDE TEMPORARY SUPPORTS IIIIPROVIDE TEMPORARY SUPPORTS BEFORE REMOVAL OF ANY WALLS ENTRY ROOM -2 x 6 WD. STUD WALL 0 16' O.C. BEFORE REMOVAL OF ANY WALLS I„rf III IN IN x 6 WD. STUD WALL 0 16” O.C. w IIII IIII IIII f,�„.... . ; IIII --- --:�tY: ---- ----------------------- nl Iii _---- J L === - ISTING ROOF I Q 9 �Z EXISTING ROOF �- �pN -----�_--�---- EX I S O� I AND CEILING SYSTEM ��� ' IES SEAL -1 __ I TO BE REMOVED �� I EXISTING REAR ROOF -- --_�---- --- TO BE REMOVED AS SHOWN I ofi F•Ppea�� i AS SHOWN / �' �E� TO REMAIN AS IS D R NyjrF�, .c 1 -------��-�- --------------------� I __ Lu 035Ry S1 OF N� lul I 11 ! BEDROOM# 1 I ______ I I _ LIVING ____ ,;,,, ---------- _________________________________ --- -T-f----------- I I ---------- --- ------- ----------- - I i I ---r---� -- r---------- ---� EXISTING WOOD I -_____-_= .,wwi:.wao- >.x..w:S' .. .-: ,.c,».-...«.as.w-.:,«taerw,.•.w5,.,art.auu:.rinati. es:..T+;.-4�Sw.u.wv. La.s,=.,e.b...vx.w.,«,.:a:,e4n,�....urm.• -,3ww,�.: t -N.a• .,.a-....-.,e:.«...E>«:,,.at..`hc.,>s�,s:,.c...w,.....a.w>tiuw .:._,.•a,• — : - 'W ---- .i...: ,:a+...r,. - --- .va. SURVEY OF: PROPERTY LOCATED AT NEW SUFFOLK INCOMING 0 VOL TOWN OF SOUTHOLD 200 A. 10, 120/240 VOLTS SUFFOLK COUNTY NEW YORK IIEW 20 AMP, I POLE RESIDENCE ' 120 VOLT, 10 SEPVCEFER TO � \� R�C�=Tl1�=r> S.C.T.M. # 1000-117—4—3 r4OPWECO CONTPOL PAIIEL � I AREA = 11 ,892.00 SF. 2#12,#12 GPOUIID 1111• 0 9 2022 PVC COrIDUIT \>�\� GEORGE ROAD SCALE: 1 "=30' g Pc .� B '(X�rE� App-aIs O FUJI PEAKEP, g, fl(15 FUJI FUJI CCIITR0L FAi EC ��( PAr•EL Y"� AEP•ATOc BLOWFP O _ m r1eTEs: r y ALL RESIDENCE'S NOTE: THE EXISTENCE OF RIGHT OF WAYS —/ 1 / - ExISTING GPOIJr1D 1. BURIED ELECTRICAL POWER "� / � b mo • POD Cor16UiTS SHALL BE A M1111MUM NEW LEACHING FIELD FOR 4 WETLANDS AND/OR EASEMENTS OF RECORD OF 24 RICHES BELOW GRADE. BEDROOM RESIDENCE. (5) 8' DIAx4' a� O / Gf t/) HAVE PUBLICWITHIN WATER IF ANY, NOT SHOWN ARE NOT GUARANTEED. DEEP POOLS WITH 507 FUTURE 2. ALL ELECTRICAL WCRV, TO BE EXPANSION N / Vis• /FUTt PEPFOPMED III ACCOPDAIICE 2 �,�/ A LP o ELEVATIONS REFER TO 1988 NAVD WT" NEC. p /' 1FUT- FUTy_� 0 0 k ,1 LP ► o - RESIDENCE WATERELEVATIONS SHOWN THUS � ME ERS ,P Y��/ N RV &7ESIDENCE LAND N/F ++ Q� 0.b 9��p \�°\��'A'P�\P/ SAMPLE POR FENCE ROSEMARIE F P )\ 0.3'/E BLANCHARD INV 9.000 F t0 2� INV g 1 CLEANOUT BLOWER LOCATION IN WEATHER RESISTANT ENCLOSURE BY MANUF. RESIDENCE \ P o �� EST 5'JAIN TO CP LAND N F 1 O HOL 10' t0,HOUSE DEDICATED 20A CIRCUIT / �. Q�1 0, , W/ 12/2 WIRE TO NEW MARTHA F F�%FSP �� C FUJI CLEAN NEMA 4X BAKER C'�G� NV 9.5 CONTROL PANEL Q EXISTING Qpyat\ \ ` y REMOVED AND SEPTIC TO BE NEW FUJI CEN 5 500 GPD Jnr v9I �/ m BACKFILLED OWTS TANK SYSTEM AP° , NFW 2" VENT PIPE TO TERMINATE 9l U(n \6 ti \ S X + ,��RED A C , MIN. 18" ABOVE GRADE �� 6 m y0 N� EL k, 8pecificetion List W/CARBON FILTER DEVICEGHP o PF1 p q� `lt ,y n ` Modal MACIOORII /L "p \5� D�,S ,', •, � UL file number UL E741420 ly0 \ FRfO \\ 11• Fn * r. / SANITARY SY,TEM NOTES 9, FENCE a 1 [7• i t• Typical Aeration,etc. f G' SHOWER v' F� S� o_ F ��. p SHED O.L. 1. SEWER LINES FROM THE LUILDING TO THE SEPTIC TANK Voltage Range and Frequency AC 120 V±10 V 60 Hz SHALL HAVE A MINIMUM PITCH OF ONE QUARTER INCH PER u Proper Pressure Range 26 PS±20% /v g0 �`^ �N 029ail FOOT AND A CLEAN OUT OR MANHOLE EVERY FIFTY (50) FEET. 16kP,±20� zr,lanlrr A CHA f ER c(qumnxau \, GAS C ON. fi NE�� � r - SrdlmrnunocC'hamb<r ::r METER PV\' Z MON, Insulate Class A __ •D1 Ana<rl.!,mllar.,l Ca.mht, '\1' ' (tt' .A<n 1-(-w t iknn(n(lvrnhcr 2. THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE Rating ConGwous /� M ierc l¢f tl•Tkn a Uanlical:on Chamb<r hi .va I o r M Yr , Uwm<(uun Ctamlxr 4 SEPTIC TANK. IF BENDS ARE UNAVOIDABLE« THEN, FOR BENDS 6'/s X T'r� X 7'/t S L" „ ",",»,,, Taal vol• 749 p0� =_- Dimensions r rr rt n. OF J E-,q WITHIN THE FIRST TEP: FEET FROM THE HOUSE FOUNDATION, 161 mm X 182 now X 191.5 mm n:rn•I rn n V 1 �-�, 5PFCIFIf.ATIOVS THE SEWER LINE HALL BE CONSTRUCTED OF CAST-IRON I tn4 J !` nn.,dI) A- PP.Pe �/p• C \1L ARy J' . C ( `u, Color WFte � I� '-t, Bo.rdf nAcnlbicM<Ju P�CrPP'PE RESIDENCE '1 nn�r,L nl�'.. Pr,Pr•. O• Gj FROM THE HOUSE FOUNDATION UP TO AND INCLUDING THE BEND. weight approx.1'16,(5 kg) \ rtnrl., Rlowe 2xcm , /. LAND N f fin L,n nt•u �' / A!r rrrr M�ll• Tsnk FRP _--_-. / . .�,• �`t`.,r -t LONG SWEEPELBOWS SHALL BE USED AND ENDS SHALL NOT Outlet Pipe Size 00.3/4";m 18 mm) `•��` �_ n«<tecol<rs �Plsl+<•caainr MARIE J i,s., e • � EXCEED FORTY-FIVE (45) DEGREES AS MEASURED ALONGTNC Power BLOWER TOBEHARD RED r.trM1rctrv,"trl / oi,larecl.^IRr^malr rnlaMrabmlt DICKERSON - _- a1eTYii llTNl\Mfil � 4T(M Prl111V ��- AIRIhIM1xV h v.v•"rW.i A AXIS OF THE STARTING PIPE. FOR BENDS FURTHER THAN TEN Input Voltage AC 120 t 60 Hz ^' '(r'* n� O -- PLAN VIEW r + FEET FRi?M THE HOUSE FOUNDATION AN APPROVED MANHOLE OR m Normal Pressure 2.6 PS1,18kPa) .n'14Ir M<'IKfnlra z1'n'rrtc(,1:"a.. ;1!\il(11t,Y !(n V. .\ oy O.re2 CLEAN-OUT SHALL BE INSTALLED, FOR PROJECTS WITH A t Current 1.7 A rr less "''` r ,. "«:•.rrl:"`rl , �ya LARGE NUMBER OF BENDS CONSULT THE DEPARTMENT PRIOR + Electricity Consumption 74W rx Mr,,r'Mr IIx., TO INSTALLATION. c 3.5 CFM(3.11 CFM more) - m — / CAP TO GROUND SUPFACE ZO Air plow Volume r �'- /'4" SCHEDULE 40 PIPE A.'iD 3. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH 100 L/min(90 Vmin or more) _ 0 Noise Level (at 3'/,ft) 50 dBA or less I I I j Gc ADE I4" 5^�'ED1JLp 40 , 4" SCHEDULE 40 TEE CLEAN SAND « ACCEPTABLE TO THE DEPARTMENT, FORA eI © /MI('klll AilCry •, • Temperature Increase(at 77 T} Solendd.135£175 )or less, I Ir I n r r;a+r ,f' :�; 11-I/4 DEGREE •/j\/"% Surface:81 T U5 t,or less - 4.1- r y. i` ',/ /\ ./ . DIAMETER SIX FEET GREATER THAN THE SEPTIC TANK � �/ BE1ID TtP 4 PLCS Insulation Resistance 1.0 A14 or mors(DC 500 V) EXTENDING DOWN INTO A MIN SIX FOOT STRATA \ \ `�: �' � .4" SCHEDULE 40 PIPE, TYP \ / SCHEDULE 40 P.V C SCIL Withstand Voltage AC 1500V -I min \.Als^.n W orl PITCH �' " � �/\''/ / 4" OF ACCEPTABLE SAND AND GRAVEL. IN THOSE AREAS - - t LINE 0 1 e":,'-o" FPCIA Aging Performance Initial performance should remain t / WHERE THESE CRITERIA CANNOT BE MET, CONSULT THE /' / O.W.T.S. TO SAMPLE PORT Temperature Range -4 T to 104 T(-20'C to 40"C) SECl70N A-A ViEw ''``'�'.� ' ' "' / ,�, ''' '\'i\\f'��i/i DEPARTMENT. PERCOLATION TESTS WILL BE REQUIRED IN SECTION e-e vlEw :\� �,� .uQU D LEVEL �.�\ Humidity 90%odesa (�® ,t• : -,•. .,.'. .', \//\ `FL1 IC�eanUSl1 :'�' 4" SCHEC!JLE 40`P.V.C.SOIL LIME 0 ACCORDANCE WITH 10 NYCRR, APPENDIX 75A.4 FOR ABSORPTION SAMPLE PORT To LEACHING w Instslletion Orientation Install horontally .!G. HAMBE. SYSTEMS WHERE GROUNDWATER IS LESS THAN OR EQUAL TO CEN-5 ( EIGHT FEET BELOW GRADE AND WHERE UNSUITABLE SOILS other No oil,corrosive gat nor explosive gas S(Fuctural DraTving CANNOT BE REMOVED. 4. SEWER LINE TRENCHES SHALL BE FIRMLY TAMPED BY HAND - 5. THE PIPE(S) SHALL BE SECURELY CEMENTED AT THE POINT -'T`' OF ENTRY IN TO THE SEPTIC TANK `' EP r_o'/`cP V""'- p`- A :N*."'-''" C= FUJI CLEAN r1EI+A 4Y TEST HOLE DATA p•Crr^Dr1nt,R 1 'A.ETY CC TEG WILL sr p:O r-cE -- rOrITPCL P4l:EL (NOT TO SCALE) 6. SEPTIC TANKS SHALL BE A MIN 10'-0' FROM FOUNDATION r:EW PURI CEr; III NEW LEAr_HIl1r, FIELD FC 4 PEDPOC'�+ I BY: ROY K. REISSIG, PE OF BUILDING PESIDENCE. r;,, P,' DIAx4' LEEP POOLS WITH- `00 C=__ 50': FUTUPE EYPANSIOr1 4• CCHEIJI-E 4- PVC SAl` LI'IG POPT w/— C,/r- TAF1'r S!rTEra \\ _0' pC r_p� NO I'DPE THAI] 1AA1 ■ OCTOBER 28, 2021 011:30 AM CC JEF HPWEP' TPE TPEA"'E UNIT A ;D ccET e -rGcEN it SLOPE CF' GPADI1IG 7. ALL STRUCTURES WITHIN THE SEPTIC SYSTEM SHALL BE A NEW 4• SDP 2, PIPE LEAru: c CHAr4EE: A, 'PrP I,ETAI` \.\ f 09-55 J 0.0'-0.3' TOP SOIL PT TO EOUALIZE WASTE \ \ / r,-W rA.T •;;7,-, BROWN CLAYEY MIN OF 10'-0' FROM ALL PROPERTY LINES, FFO'I F'OCL TO POOL / - CI EA':7UT 0.3'-3.5' / w ML 8. ALL FOUNDATIONS AND RETAINING WALLS WITHIN THE VICINITY OF / r,PA_E E_ lnr, GPArE EL. 10.0 HEW CAST IPOH c _ SILT EL �_LEAr1CUT BROWN SAND THE SEPTIC SYSTEM SHALL BE CONSTRUCTED OF WATERPROOF - ~\�LL, J�`-^{1:�`T K.�\\' i Tap y= -��'` t %'�, q7, / //' a 3 3.5'-6.5' AND GRAVEL Sp CONCRETE. ;;' � - = , •\'� ; I ,\ , =ems (L\ Irld EL. 95 WATER (q`.%j .> ;t 7 �7 F `--' 1=� - r r _ :r-—� T- \' _ WET BROWN SAND 9. THERE ARE NO SURFACE WATERS OR WETLANDS WITH IN 300 / �, ti +- » I r-- _ti._ r_ _ ~__ r__._ /. T -T / - 6.5' 10.0' \' !` C� J� C(—i I: EL Q'�� i \ ` ` \ \. `-1._W 4'\CA:T IPEri, TRACE OF RA SP OF APPLICANTS LOT, / ] c - - ' GRAVEL .i'\ •,��,�.�.� - ---- � r-��� �',= �� '�� r--.:g s:•tom_ /.•� :� ;. ."\• � L� PrcE TO P= CEA_En' - /•. ! y - i\' i\` \. TC SLOPING A �' '%\.1�� -•. .� .a--..�\?-- - _ =7 �� -( L`�"'' ti', r=- .�"% G'`/ \' ,%' ,i/'; ler• 1/4•:1'-0' / UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION \ �� y == r -- __• -- t _� Vii^ t Yom. OF SECTION 7209 OF THE NEW YORK STATE EDUCA4.1 TION LAW. �% '_ `' !�_L = %/ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED '/ , \%/, z ,\• 4 1P`35 F.V C _ _ L I;E - Tb J j\ '�,%; ` \P•-�• I' CCG \ / '/. j ,.• ; OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. F�SAT FE SEALED TO _IC Tar1v \ \, L c 1` /Lx./, _ LEAaINO PDX '_LC=1':.G @ MIN ,'\„ y \ /� \`:\ \ .' \` •. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO �", ``� \W P=- _ ��i\. •WATEP E'; O'JIITEP_ EL. 2.G.. / '•/ 1/l :1' \ c TEPED E_ 20 i. Wai:- L' ;\ /,\. ; ,•`,: \%:' ;'�`i \. \. EDT EL 19 >� - E '_C'_J EFED EL. c THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO \.' \, ., �,.•\ SURVEYED BY: THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION \ ,\ •is PAUL BA ,i RYLSKI LAND SURVEYING LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. '� /. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL OAKDALE NY 11769 INSTITUTIONS OR SUBSEQUENTOWNERS. '\ \�\ \\l.' :i;, �\ /\ :i \/' . /:\ is i"\/ \'.% :i;' / <,/, S QUE �; \'. \ \* \ /,.\• `, ��� ;; \\: \: > ,�; \,\ PHONE 631-294-6985 \�% ���\ \\• ,�\;\' FAX 631-627-3186 PAULBARYLSKI©YAHOO.COM D LE IM[•u .D T<. . ..--,t H jI`,',AN- DECEMBER 1 , 2021 4937-P JANUARY 10, 2022 - SANITARY �. . .� all j. SURVEY OF PROPERTY SITUATE RECEIVED NEW SUFFOLK SEP 09 2022 TOWN OF SOUTHOLD Zoning Board of Appeals I SUFFOLK COUNTY, NEW YORK G S.C. TAX No. 10.00- 1 17-04-03 SCALE 1" =30' .. ., ROA /T) DECEMBER 12, 201.6 4 ,50+ AREA = 11 ,892 sq. ft. 61 0.273 ac. 0 CP - ° A'�O/OJT' °Yi �S'' •'D 0 •°• °°D �' `\ ` \ �/ 141 ��. aAw cor Ln LA oO'' 000° AOO OQQ r" PREPARED IN ACCORDANCE WITH THE MINIMUM � m STANDARDS FOR TITLE SURVEYS AS ESTABLISHED o BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE YORK STATE LAND TITLE ASSOCI OF lvg ,moi CIA O cPIt. f��c _�•- �. • 7. . y F s. ry$5 QO Eo �w, \�, ' ,�"�, 9 y-n SN6 N 1• GAP ���� • t� �e O o� 8A 3 G� FOGJ� .�o+� - N.Y.S. Lic. No. 50467 67 V1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF EDUCATION 2LAW.09 OF THE NEW YORK STATE Nathan Taft Corwin iii I0�1COPIES OF THIS SURVEY MAP NOT BEARING 00 N0 C-) THE LAND SURVEYOR'S INKED SEAL Land Surveyor FOUEMBOSSED SEAL SHALL NOT BE CONSIDERED N0 110/11. �gi TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO.THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout N/0/F LENDING INSTITUTION LISTED HEREON, AND EyVELYJV DASKIN• TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. '*.. 36-285 �� 4 v�N'lllj COUNTY OF SUFFOLK �r �I u�i► i� OFFICE OF THE COUNTY EXECUTIVE Steven Bellone l SUFFOLK COUNTY EXECUTIVE Sarah Lansdale. Department of Commissioner Economic Development and Planning September 23,2022 Town of Southold Zoning Board of Appeals 53095 Main Road RECEIVED P.O. Box 1179 Southold,NY 11971-0959 SEP 2 9 2022 Attn: Leslie Weisman Zoning Board of Appeals Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 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 File Number Castano, Jose&Jeanne �4 Jar'- Kiely,Julia #7726-- Barnard, Thomas #7727' Holobigian, Paul #7728 Marissail,Mary #7729 �—!P Very truly yours, ��ma�4eR �� By Christine DeSalvo Theodore R. Klein,Principal Planner Division of Planning&Environment TRK/cd H.LEE DENNISON BLDG■100 VETERANS MEMORIAL HWY,11th FI■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099■(631)853-5191 6 Fid OFFICE LOCATION: jy/3a f�-Y ��0f MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY 11971 G Telephone: 631 765-1938 01 'ycoUNTY,� � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals RECEIVED From: Mark Terry;AICP Assistant Town Planning Director LWRP Coordinator Zoning,.Board of Appeals, Date December 29,2022 Re: LWRP Coastal Consistency Review for ZBA File Ref JEANNE AND JOSE CASTANO#7724 SCTM No. 1000-117-4-3. JEANNE AND JOSE CASTANO #7724 - Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's August 11, 2022,Notice of Disapproval based on an application for a pen-nit to demolish(as per Town Code definition) and reconstruct a single family dwelling at; 1) located less than the code required minimum rear yard setback of 35.feet; located at: 1700 Grathwohl Road,New Suffolk,NY. SCTM No. 1000-117- 4-3. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the , information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposal is recommended as EXEMPT from LWRP review pursuant to: § 268-3. Definitions.MINOR ACTIONS item"F"which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CERA. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: John Burke,Acting Town Attorney FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT fps SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL ^� DATE: August 11,, 202 \f6 A6f - RECE VEi; TO: Andrew Dunleavy (Castano) 551 Pond Path SEN 0 9 2022 Setauket,NY 11733 Zoning Board of Appeals Please take notice that your application dated June 23, 2022: For permit to: demolish (as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 1700 Grathwohl Road,New Suffolk,NY County Tax Map No. 1000— Section 117 Block 4 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 11 892 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a minimum rear yard setback of 35 feet. The proposed construction will have a rear yard setback of 26.4 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. RECEIVED Fee: $ Filed By: Assignment N). APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE Zoning Board of Appeals House No.1V0 Street 4RATHW (f(. V_ amletN ;iU S(jFNOL9 _CUT ff&(IFZ1 SCTM 1000 Section Block_Lj7Lot(s) 0 _Lot Size d 3 Zone��� I (WE) APPE L HE WRITTEN DETERMINATION OF THE BUILDING SP CTOR DATED AA ,, BASED r O►�N SURVEY/SITE PLAN DATED 1,116,1612 . Owner(s): ,T"04 �T�C� A S lel IO , '9 Mailing Address: f2 Soft o3 14 T.7 ` ! �.I : • vu Telephone: 31, x. Email: iLO �c � T 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:.cnE�/ :11N L r-A V Y forp<Owner( )Other: Address: SSj Poig-p I✓An+ r. J r—l–Auke (�y. 73--7 Telephonne:'6 '3j& •R94gFax: Email:Oki rw 1 NDSE/tl Q©L •C O IF Please check to specify who you wish correspondence to be mailed to,from the above names: Applicant/Owner(s), Authorized Representative, ( ) Other Name/Address below: WHEREBY TIE WILDING INSPECTOR REVIEWED SURVEY/SITE PLANy DATED and DENIED AN APPLICATION DATED--RFOR: wilding 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: Section: Subsection: Type of A eal. An Appeal is made for: 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 Ot r A prior appeal ( ) has, Whas 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 off ce for assistance) Name of Owner: ZBA File# RECEIVED REASONS FOR APPEAL (Please be specific, additional sheets m y be used with preparer's signature notarized): SEP 0 9 2022 1. An undesirable change will not be produced in the CHARACTER of th neighbor or a detriment to r>lea y properties if granted,because: Q Wµ �5 A-12 E s' �l(� Qy�r�log, - pr/J A DD`t�7i D !{ta: �. i t Y;b coqp t�o&�; _ ° pOH N tivolW 2.The benei�it sought b�Y lfhe app ant"licC�A OT be achived by soe method'feasible for the applicant to b pursue,other than an area variance,because: _ iST�LH 115 IR AAI-`.M XA49V JkAGUI WOM-15K t 3:.The amount of relief re uested is of sub tantial be ause: �w co, ve ��' r r9PtT oAf (N!gw E?oio,�, P-)M� � v L r i N4 t46ADfQL `1° � 1610 SSB r,Brtc�KIEK� To c1e r "fTlc 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because:'MeAE ISS N-0 r5ri 0 /;l>EAI�AI iHPAC �'.9 ea /gy p .1?f'r>EK'S`;O_F`I�a��1u�¢IS�Drfc'[i�uJi�.�TO�� of 0� 10j��1-Y-1S: r,�! ,.,C4 1V �� ��1, �reQ�?r.�1�r• ' 5.Has the alleged difficulty been self created? Yes,or XNo Why: _ _ _ RR SON i /Si(I?ty { ( ;r3u!T WR,S (! N� r0 t`11�0/4 w1-1"lr' X014.1 Flat"l L v C F N t,4,E c G 4Ew, Ttr-Alk PRO PEIQ'i�� S C'f•8ACJ4-S W11146 C-9MF3t"1sH`f-D Are there any Covenants or Restrictions concerning this land? 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. By signing this document,the Property Owner understands that 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 T.l FRAME DESCRIBED HEREIN. r Signature pplica t or Authorized'Agent (Agent must submit written Authorization from Owner) Swom to before me this 2V_j day of 20 •C01-yr—al-le Notary Pu is ALICIA GI7county L�NoLta�rylic-state_.. d in Suffoon Expir APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant:, a."IE.y,."pS 9(C'A 90A Date Prepared: ; I.For Demolition of Existing Building,Areas Please describe,areas bein remioved: r , g font exterior wall includin front ent all interior walls and partial front area of gable roof. Please see demo ition & t D-1 for more detailed demolition information. II. New Construction Areas(New,Dwelling or New Additions/Extensions) : SES 0 9 2022 Dimensions of-first floor extension: 28'-6" x 42-0' irregular shape Dimensions of new second floor: . 52'-6"x 42'-0" irre ular shape oning Board of Appeals Dimensions of floor above second level: n/a Height(from finished ground to lop of ridge): 34'-10-1/2" Is basement or-lowest floor area being constructed? If Yes,-please provide height(above_ ground) measured from natural existing grade to first floor: n/a IIT. Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet-if necessary)- Please describe;building areas: Number of Floors and General-Characteristics BEFORE Alterations: ONE STORY.HOUSE OVER CRAWL SPACE AND PARTIAL UNFINISHED BASEME TWO BEDROOMS, ONE BATH, KITCHEN, LIVING AND ENTRY ROOM Number of Floors and Changes WITH-Alterations: TWO STORY HOUSE OVER CRAWLS PACE THREE BEDROOMS, OFFICE, KITCHEN, LIVING, LAUNDRY ROOM AND FRONT PORCH IV_ Calculations of building areas and lot coverage(from surveyor): 1-- Existing square footage of buildings on your property: 869.1 sf Proposed increase of building,coverage: 1,036.9 sf Square footage of your lot: 11,892.0 sf Percentage of coverage of your lot by building area:. 16.02 V. Purpose of New-.Construction: RENOVATION TO ADD ONE BEDROOM, CAR GARAGE AND NEW FRONT PORCHES. VI_ Please describe the land contours(flat,slope%,heavily wooded;marsh area,etc.)on your land and how it relates to the difficultv in meeting the code.requirement(s): 2% SLOPE CLEAR LOT. NO DIFFICULTIES. Please submit seven(1)photos,labeled to shove different angles of yard areas after staldng.corners -for new construction),and photos of building.area.to be altered with yard view. 7/2002; 2/2005; 1/2007 - 6 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject pre is listed on the real estate market for sa e? RECEIVED Yes A—No SEP 0 9 2022 B. Are there any proposals to change or alter land contours? XNo Yes please explain on attached sheet. zoning Rear d of Appeal C. 1.)Are there areas that contain sand or wetland grasses? Nome 2.) Are those areas shown on the survey submitted with this application? 3.) Is the property bulkieaded between the wetlands area and the upland building area? No tiE 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: I�T�`14ijL ��C +�'T7�? Jc�tsDrt�'1v 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? E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting?. N116. 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? If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: 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? If yes, please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel dins"��'W,6,C gL r. and the proposed use PA4411 V Aesm m (ex:existing single family,proposed:same with garage,p'"obio o her) c2 I uthorized signature and Date .. ..... . ..—.-_ e' FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT :RECEIVEDTown Clerk's Office Southold, N.Y. P 0 9.2022 Certificate Of Occupancy Zonioard of Appeals No. . . . . Z-10-77 . . . . . Date . . JanW�17 7e . . . . . . . . . . . . . . . .. 19 . 81 THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . ... . . .'. . . . ... . . . . . . . . . . . . . . . . . . .. . . . . .SufLocation of Property . . . .170.0 .Grathwohl ,Roads . , , . . . . .. j N..Y. House No.Street Hamlet County Tax Map No. i 000 Section . . . 117. Block . . . . . .4. . . . . . . .Lot . . . . . . .3. . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . . rpoui ume�nts ,for a Otte FamilyDwellini Built Prior to ar+. conforms substantially to the App"ta or jtxl gu-1?er =o€oesue ed�-yowupril . ? . . . . . . . . . , 19 :-.7pursuant tite in.-:#his0-e337Ove. . .ac.e.d.-- dated . . .Jantiar.y. 7. .,. . . . . . . . . . . . . . 19 .81,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 . . . . . . . . . . . . . . . . . . . . . . .� 'r�:`. �. Qn F ;wily In,elfin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . Y 4iam,Blanchard and Wife ; (owner,lX of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . . . . . . . . . .. . . . . ... . ... . . . . . . . . . UNDERWRITERS CERTIFICATE NO. .'. . . N R. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . gBuilding Inspector i Rev 4/79 BUILDING DEPARTMENT TOI-91 OF SOUTHOLD, N. Y. HOUSING CODE INSPECTION REPORT Location 1700 Grathwohl Road New Suffolk number & streetMunicipality RECEIVED Subdivision Map No. Lot(s) SEP 0 9 2022 Name of Owners) William Blanchard and Wife Occupancy R-1 Unoccupied Zoning Board of Appeals type owner-tenant Admitted by: Self Accompanied by: Self Key available A.Blanchard Suffolk Co. Tax No. •117-4-3 Source of request Gary Flanner Olsen _Date_1/5/81 DWELLING: Type of construction Wood #stories One Foundation Cement Black Cellar Partial Crawl space Rest Total rooms, lst.- F1 4 2nd. F1 3rd. F1 Bathroem(s) 1 Toilet room(s) Porch, type Glassed in Deck, type Patio, type Breezeway Garage Utility room Type Heat Oil Fired Warm Air Hotwater X Fireplace(s) No. Exits 2 Airconditioning Domestic hotwat2r Yes Type heater Gas Other ACCESSORY STRUCTURES: NONE Garage, 'type const. Storage, type const. Swimming pool Guest, type const. Other VIOLATIONS: Housing Code, Chapter 52 Location Description Art. Sec. Kitchen Gas Stove no shut off y 52-52B2 Remarks: -�--- Inspected by•o Date of Insp. 1/7/81 ,Curtis Horton Time start 11:00 end i� .�5 BUILDING iiLPARTMENT TOWN OF SOUTHOLD, N. Y. HOUSING CODE INSPECTION REPORT Location 1700 Grathwohl Road New Suffolk Dumber & street Municipality Subdivision Map No. Lots) ----RECEIVED .Name of Owner(s) William Blanchard and Wife EP 0 9 2022 Occupancy R_1 Unoccupied type owner-tenant Zoning Board of Appeals Admitted by: Self Accompanied by: Self Key available A.Blanchard Suffolk Co. Tax No. •117-4-3 Source of request Gary Flanner Olsen Date 1/5/81 DWELLING: Type of construction Wood #stories One Foundation Cement Block Cellar Partial Crawl space Rest Total rooms, 1st. F1 4 2nd. F1 3rd. F1 Bathroom(s) 1 Toilet rooms) Porch, type Glassed in Deck, type Patio, type Breezeway Garage Utility room Type Heat Oil Fired Warm Air Hotwater X Fireplaces) No. Exits 2 Airconditioning Domestic hotwater Yes Type heater Gas Other ACCESSORY STRUCTURES: NONE Garage, type const. Storage, type const. Swimming pool Guest, type const. Other VIOLATIONS: Housing Code, Chapter 52 Location Description Art. Sec. Kitchen Gas Stove no shut off - B2 Remarks: Inspected by: ��. .a i� 6� Date of Ins. 1/7/81 Curtis Horton Time start 11:00 end 11 .15 AGRICULTURAL DATA STATEMEMecial ZONING BOARD.OF APPEALS TOWN OF SOUTHOLDe WHEN TO USE THIS FORM. The form must be completed by the applicsite plan approval, use variance, or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation 'located in agricultural district. All applications requiring an agricultural.data statement must be referred to the Suffolk County Department of Planning in accordance with Sections 239- m and 239-n of the General Municipal Law. 1)Name of Applicant: A M Doss V N 1-CA VN(•A G�'�11 . 2)Address of Applicant: 637S,e�f l - 3)Name of Land Owner(if other than applicant) : �' C-AS I-A N O 4) Address of Land Owner: P. 4D. t� 5)Description of Proposed Project: A Jpp 1Tj 0#q " E)C1STjn!6 f FAM11, aS1D�'1JC� . 6) Location of Property(road and tax map number): ( JRD /jJ0Lf�tlFFtlLle! I d(�Q•117.pr�,D3 7) Is the parcel within ari agricultural distri ct?>15o ❑Yes If yes,Agricultural District Number 8)Is this parcel actively farmed? No ❑Yes Name and address of any owner(s) 'of land within the agricultural district containing active farm operation(s) located 500 feet of the boundary of the proposed project. (Infonnation may be available through the Town Assessors Office, Town Hall location (765-1937) or from any public computer at the Town Hall locations by viewing the parcel numbers on the Town of Southold Real Property Tax System. Name and Address 1 . 2. 3. 4. 5 6. (Please use back side of page if more than six property owners are identified.) The lot numbers may be obtained, in advance, when requested from either the Office of the Planning Board at 76 -1938 or the Zoning B rd of Appeals at 765-1809. Signature of pplicant 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.Solicitation will.be made by supplying a copy of this statement. 2.Comments returned to the local board will be taken into consideration as part of the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board 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.Failure to pay at. such time means the application is not complete and cannot be acted upon by the board. 1-14-09 tldo i 02nd PLMI11Ed ❑ :(XjIoads)laglo ❑ ol;pnbd ❑ 3ln;lnoll2ld❑ Isalo,d❑ (uugingns)lulluoptsaZl lurolawwoD❑ Iupsnpul❑ (a.m;lnop2u-uou)lsln-1 ❑ uug111 ❑ -uoijou pasodold aql nau pun 2uluiofpp`uo ln000 lugl sosn purl Ilp laagD •l, salon Llosuods loafold so lueoilddu oql,iq pallolluoo 10 paumo(sallladold snon;Illuoo,Cuu pus ails loafold)a2nalou Imo L•o salap Lpagm;slp XlluoisXgd oq of a2mlou IuloZ•q salol Luollop pasodold agl jo ails agl jo 02salos lino L-u-£ X :Isnoiddu 10 Iluuad pus awnu(s)Xoua2lp;sll`saAjj S:IA ON LXDU02V Isluawulano2 laglo Auu wo.g Sulpun3 to Ipnolddp`llwlad s almbal uoilos pasodold aql saoQ .Z -Z uollsanb of onulluoo`ou 3I 'Z I1pd of paaoold pup fjIlsdlolunw aql ui poloagp oq Xrw Xlugl soolnosal lsluawuol►nua oql pus uollop pasodold agl jo lualul oql jo uol;dilosap antluupu s goslls`saA3I Luopuln2w to`alnl anllul;sIUlwpu SHA ON `oouuulplo`mul pool`upld u 3o uol;dops ang131sl231 agl anlonul Xluo uollou pasodold aql saocl•I E al :apoD diZ :31PIS :Od/rllD :ssalppy N,rcr,•?ori QQ v a�: ��,_� Ad31Nna N►3bbbtd :auogdala L :losuodS io lusoilddd jo owuN VWoN A-710rd,4 7W9NIS 9PUSU3 ;Ibtd V wod Notuaay :uolpoy posodold JO uol;dposaQ japg C190N�.L�' • VIOA-JAS M3N •4311 -r fka fAWb�V 001-1 :(duw uolluool u goupia pus`ogposop)uolpsoorl loafold WoM AI I)4d-J V19141,5 NofJjda d -ib►,11430IS38 bv.:i i170VIDIVA :loafold 10 uoiloy3o MEN uollewao3u)I losuodS pue;aafo.1 - I sled -wall Xus luowolddns of tiussaoau su s32ud luuorllppt,gounu.Xou32u peal oql of Inja09u64ldAU0pvi?l!j � pq o golgm uolluuuo3ui Isuolllppu,Cul apinold osis�uw no' •I IJsd uI swan IIu alaldwoD •u luuuojul luauno uo paspq olglssod su Slg2nologl su 1amsuu assald`walt,Cup of puodsoi ¢ juollu�ps nuI so golpasal Iuuollipps jl •olgplluns Xiluallno uoilpuuojul uo paseq I I1ud alaldwoo •uollfgns aq Cpw uu`n�ainal ollgnd of Ioafgns alp`2u►punj io 1pnolddu 1o3 uolluollddu ag13opud aw000q sa �IWIdwoa a ;1oj alglsuodsal sI losuods;aafold ao;ueolldde aq j •uol;ewaq}ul;aafold- I;aud �\ ural [uo3 ioj suol;an i1sul 1/ mdo uawssass v ua .d 1 Y'1 1 zuuoalnu-7;.roys u xgpuaddd OZ'L I9 C) ! \ 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? 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? 7. Is the site of the proposed action located in,or does it adjoin,a state liste ea. NO YES If Yes, identify: R ECETVED 8. a.Will the proposed action result in a substantial increase in traffic abovLpresents. NO YES b.Are public transportation services)available at or near the site of therd of Appeals c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 4 11, 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: �e 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? i 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: .` 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban `❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 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? WO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: O ❑YES Page 2 of 4 0 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an acti e ol CIO-sedl NO YES solid waste management facility? If Yes,describe: RECEIVED SEP 0 9 2022 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing r NO YES completed)for hazardous waste? If Yes,describe: Zoning Board of Appeals I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponso nam : APIDIREW � VV Date: a Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 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 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage 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. RECEIVED SEP ® 9 2022 Zoning Rn rd of Appeals I i i ❑ Check this box if you have determined,based onIthe 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 Glenn Goldsmith,President *rjF SO�TTown Hall Annex V� 54375 Route 25 A.Nicholas Krupski,Vice President h0 l® P.O. Box 1179 Eric Sepenoski;�. Southold, New York 11971 Liz Gillooly N Elizabeth Peeples � � Q Telephone(631) 765-1892 a Fax(631) 765-6641 �ycOUNT`1,� BOARD OF TOWN TRUSTEEFZorn0ng EIVED TOWN OF SOUTHOLD 0 9 2022 March 9, 2022 d of Appeals Andrew Dunleavy 557 Pond Path Setauket, NY 11733 RE: JOSE CASTANO 1700 GRATHWOHL ROAD, NEW SUFFOLK SCTM#: 1000-117-4-3 Dear Mr. Dunleavy: The Southold Town Board of Trustees reviewed your letter received in this office on March 7, 2022 and the survey prepared by Nathan Taft Corwin, III Land Surveyor, last dated August 14, 2018 and the site plan received on March 7, 2022 and determined that the proposed residential renovation is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the-Town Code. Subject property is located across a public road from West Creek. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, RECEIVED wwwSEP 0 9 2022 Glenn Goldsmith, President Zoning Board of Appeals Board of Trustees GG:dd I 0 NEW YORK°STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental.Permits,Region 9 SUNY.el Stony Brook.50 Circle Road:Stony Brook.`NY 11790 P.(632)444=0365 I F1(631)444-0360 s:4 ri rlec.r:yc�ae ' LETTER-OF NO JURISDICTION -TIDAL WETLANDS ACT May-10, 2022 Jose,Castano PO-Box 703 RECEIVED Mt. Sinai, NY 11766 SEP 0 9 2022 Re: Application#1-4738-04896100001 Castano Property:-1700 Grathwohl Road Zoning Board of Appeals SCTM#.1000-117-4-3 Dear Jose-Castano: i Based on the information you subriitted the-Department of Environmental Conservation has determined that the above referenced parcel located landward of-the-functional paved roadway, Grathwohl Road, that is greater than 100 feet in length-at-shown on the survey F prepared by Nathan Taft Corwin.111, last revised 8114/2018, constructed before August 20, 1977 as shown-on Tidal Wetlands Aerial Photo 710-540, is beyond the jurisdiction.of the Article 25 Tidal Wetlands Act.Therefore, in accordance-with the Tidal Wetlands Land Use Regulations-(6 NYCRR Park 661), no permit is required to--conduct regulated activities on that.parcel. ; Be advised, no.construction, sedimentation, or disturbance of-any kind may take-place seaward of the tidal-wetlands jurisdictional boundary,.as.indicated-above, Without--a permit. It is your responsibility to ensure that all precautions are taken-to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional- boundary and your project(i.e. a 15'.wide construction area)or erecting a temporary fence, barrier, or hay bale berm. , This letter shall remain valid unless site conditions change. Please note that this letter does°not.relieve you-of the responsibility of obtaining any necessary permits.or approvals from ottier_agencies or local municipalities: Sincerely, Kevin Kispert Permit Administrator cc: .A.,Dunleavy BMHP File emvolitc,;oepartment of sra"°' I Environmental ' Conservation 0 0 Board of Zoning Appeals Applicatio,I ri RECEIVED SEP 0 9 2022 OWNER'S AUTHORIZATIO (Where the Applicant is not the Owner) Zoning Board of Appeals residing at ." (Print property owner's name) j (Mailing Address) M 1• r HIM 7 do hereby authorize �t f� C)�Q��/ Tu tQ L 15 A V Y (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that 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 CONIPLIANCE 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 Owner's Signature) cS7 cl Baa hn� CABS (Print Owner's Name) �} 0 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 : S iTO-WAJ& (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.) RECEIVED TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit SEP 0 9 2022 Variance —�� Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring oning Board of Appeals 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 )0( IfNo,sign and date below.If 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 ay of 'r ,20 2 Signature bZ Print Name — O Q 0 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 : ` �,_ �� � i(,' : ;, U (Last name,first name,middle initial,unless yod are applying in the name of someone a er enfi such as a company,If so,indicate the other person's or company's name.) RECEIVED TYPE OF APPLICATION:-(Check-all that appy) Tax grievance Building Permit SEP 0 9 2022 Variance Trustee Permit Change of Zone Coastal Erosion Zoning Board of Appeals Approval 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 No,sign and date below.If 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 �x day of 20 o�oZ Signature f // Print Name A Nn) ' Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS iErmits 1. All applicants for permits* including Town of Southold agencie , sC F for proposed actions that are subject to the Town of Southold Waterfro t Caw This assessment is intended to supplement other information used b � e cy in making a determination of consistency. *Except minor exempt a P rmits and other ministerial permits not located tivithin 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 LVW 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# tdoo - tt? - 04 - 03 The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. [�r Board of Trustees 1. Category of.Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital Ed construction,planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: S �K t NG VARIANCE F61Q tEX151 N & Location of action: 17-00 &RhJdW0HL AD . QJ):r-W 9 U i'aFC2L K Site acreage: 273 A GVED RECET vt r Present land use: A C 22 Present zoning classification: C) Zoning Board of Appeals 2. If an application for the proposed action has been filed with the Town oij Saudiald agency, the foH ing information shall be provided: (a) Name of applicant:J9A JV Ate I Jf Os�_ -C/}6 1044/0 (b) Mailing address:_ P-0. I?QX 7D?R T�q;91 N1. )(- f 176 6 (c) Telephone number: Area Code( 431 - G®3-72 3S - A&CC,-,,,#' 519- !6•��6� (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ NOX 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 KYes criteria. ❑ No (Not Applicable- please explain) 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 1— (Not Applicable–please explain) Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Tow outhold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes 0 No E (Not Applicable— please explain) RECEIVED Appeals 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 FE No FE (Not Applicable—please explain) Attach additional sheets if necessary . Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes E No D (Not Applicable— please explain) 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. 0 Yes 0 No 0 (Not Applicable— please explain) Attach additional sheets if necessary Policy 7. Protect and improve a quality it ualit in the Town of Southold. See LWRP Sec lo A11 — Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. RECEIVED ❑ Yes ❑ No❑ (Not Applicable—please explain) SEP 0 9 2022 Board ot 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—please explain) PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No❑ (Not Applicable—please explain) 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—please explain) Zoning Board of Appeals Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No 0 Not Applicable—please explain 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. 0 Yes ❑ No 0 Not Applicable—please.explain 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—please explain 8/29/22,4:59 PM Front of Staked area of house From: dkkdunn@aol.com, To: vineandsea@aol.com, 1 {. Subject: Front of Staked area of house Ws �" S (�v S Date: Mon,Aug 29,2022 4:30 pm Attachments: GASUANO - 1700 98ATIWOWL AP. NOW 9UFFUL-V Y. JX J1`I a' I r•__ 1 SEP 0 9 2022 Sent from the all new AOL app for Android Zoning Board of Appeals https://maii.aol.com/webmail-std/en-us/PrintMessage /� 8/29/22,5:00 PM Staked Front of House From: dkkdunn@aol.com, To: vineandsea@aol.com, Subject: Staked Front of House 500 J� W1561- _W/156 1 C- O KN c K Date: Mon,Aug 29, 2022 4:29 pm Attachments: Attachments: G A sANO • i 7ov 6AV�L � New C SCJ Fro -K SEP 0 9 2022 Zoning Board of Appeals Sent from the all new AOL app for Android https://mail.aol.com/webmail-std/en-us/PrintMessage 1/1 8/29/22,4:53 PM https://maii.aol.com/webmail-std/en-us/PrintMeccane 9 L. A 'Ith HoVsE RFS- . ,gin Sent from the all new AOL app for Android Sty U 9 L322 G AS T'hN� 7"? "ATH w �n ingRdaro orLpeals I SV'FF�VL+r1C https://maii.aol.com/webmail-std/en-us/PrintMessage 3/3 8/29/22,4:58 PM Rear House N.Suffolk From: dkkdunn@aol.com, To: vineandsea@aol.com, Subject: Rear House N.Suffolk r� �Q Date: Mon,Aug 29,2022 4:33 pm SAS T S 1 D F H O US � — RF � ^ - Attachments: G ASTAND " 1700 &AATM VJOIfL- �I . NEW J U Fru L X 1. �r f 1t m 4 SEP 0 9 2022 Sent from the all new AOL app for Android Zoning Board of Appeals https:gmail.aol.comtwebmaii-std/en-us/PrintMessage /� 8/29/22,4:59 PM Staked area corner front of house From: dkkdunn@aol.com, To: vineandsea@aol.com, Subject: Staked area corner front of house N .W . S j d E O F FH V V.-C, F Date: Mon,Aug 29,20224m 1:31 p Attachments: C AST7°�N 0 ' ?00 &1QA I I�WOOL C�R._.��J_5 t11�FaUC a c +r _ ;r r � ' SES 0 9 2022 l Sent from the all new AOL app for Android Zoning Board of Appeals https:Hmaii.aol.comtwebmaii-std/en-us/PrintMessage 1/� 9/7/22, 10:38 AM Rear NE Corner of House From: vineandsea@aol.com, To: vineandsea@aol.com, Subject: Rear NE Corner of House A►. �. A Date: Wed, Sep 7, 2022 10:31 am 1 y Attachments: GA STA N O ^ 1?0 0 /- ,. _ �4i'�ti�JOKL-_I�D., New_sv_F�vLK fes. J f REi..EIU ED SEP €3 9 2022 Sent from the all new AOL app for Android Zoning Board of Appeals https://mail.aol.com/webmail-std/en-us/PrintMessage 1!1 Al 11 41 R, I .; TOWN OF SOUTHOLD PROPERTY RECON / �� Z/2- OWNER STREET VILLAGE DISTRICT SUB. LOT t-4 7� rads 4RMER OWNER N / E6 `7 ACREAGE I A/ef,' S /' W ..+ TYPE OF BUILDING - " t V-"c !�+8 # + +o ff-v f i W t . ' Qc-z: SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP, TOTAL DATE REMARKS V6 el 6 aAGE BUILDINZ; ONDITION NEW NO R L�' OEL W ABOVE FRONTAGE ON WATER Farm Acre ;;-a Valtoqer Acre Value FRONTAGE ON ROAD " . .. able t Of LJo, BULKHEAD ___._.. _. -- —— -- -------- Tillable 2 o DOCK Tillable 3 Woodland Swampland Brushland House Plot Total i 4 LA 7 d _ ......_�........ -..... . {j\yj i .. .....................-_: ...: M Bldg. Foundation Bath ............. .2. ...._.. _��_.���__ .........- —C - i!-_ 0/- � ._._.___ ..... .- Extension ; Basement Floors I Extension Ext Walls Interior Finish i �s - __ - Extension Fire Place Heat ,,, ........ ..___.___P -- _-- _ _ -.__....._ _ ___ _L _ Porch, t Roof Type �- Porch Rooms 1st Floor y -- — - Breezeway i Patio Rooms 2nd Floor Garage i Driveways Dormer E ------ ._...... ........... __ Via)- 11 ,- LA � x 01 y " a L. i F —I-,--t I T- T— ...... - I ,i.,..__ I _�..._ . I , I I �.._.....1...__. I......._.._. _......... _ -__.i... .:..._..�_ _:.._.._._�. ......... M. B1d9t � ► , Foundation �_ Bath J' Extension Basement ! Floors w Extension Ext. Wells I Interior Finish Extension Fire PlaceHeat , MY I _,..._. .........._............_.._.. ___ __.__..._._ _ __ l ...._...... n Porchi�Roof Type ._. r - Porch ! Rooms 1 st Floor Breezeway Patio I Rooms 2nd Floor _.._...........---_.... .......__ __..._._______ .____._ --�,__.__.._ _.__...__.___.__. .__. ....................._..........._. ..._. — _ _. Garage i Driveway Dormer rM _......__.......__..._._...........-.._.. ___ _ _ __ ° _....... _. _ .._.......... _..... _._...... r_� ... O. B. I ' o o rn y � r' ZBA CHECK FEES - 2022 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 9/6/2022 Orlofsky,Sam 7720 $1,000.00 2244, 2247 9/19/2022 8/26/2022 Eckstrom-Saavedra 7722 $500.00 2114 9/19/2022 8/26/2022 Stratakis, Christ 7723 $1,750.00 2246 9/19/2022 9/9/2022 Castano,Jose qd&2jbW $500.00 277 9/19/2022 9/12/2022 Fritze Fishers LLC 7725 $500.00 4994 9/19/2022 9/13/2022 Kiely,Julia 7726 $1,000.00 320 9/19/2022 9/14/2022 Barnard,Thomas 7727 . $2,500.00 1015 9/19/2022 9/14/2022 Holobigian, Paul 7728 $500.00 10965 9/19/2022 $8,250.00 RECEIVE® SEP 19 2022 Southold'Town Clerk ' _wn of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/20/22 Receipt#: 305871 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7720 $1,000.00 1 ZBA Application Fees 7722 $500.00 1 ZBA Application Fees 7723 $1,750.00 1 ZBA Application Fees 7724 $500.00 1 ZBA Application Fees 7725 $500.00 1 ZBA Application Fees 7726 $1,000.00 1 ZBA Application Fees 7727 $2,500.00 1 ZBA Application Fees 7728 $500.00 Total Paid: $8,250.00 Notes: Payment Type Amount Paid By CK# $8,250.00 Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Moore, Patricia 51020 Main Road Southold, NY 11971 Clerk ID: JENNIFER Internal ID- 7728 r JEANNE CASTANO 10-3405220 277 JOSE CASTANO PO BOX 703 0g-0 �j Z2 MOUNT SINAI,NY 11766 DATE PAY TO 50U i po�b 100j/y THE ORDER OF n �� ` ! V C SRT DOLLARS M&T Bank MyChoice Premium MEMO ! ����'UV vITL ��• '•."�� IYP RECEIVED S E P 1 9 2022 Southold Town Clerk b r_ TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW PORK AFFIDAVIT: OF , In the Matter of the Application of- MAILINGS t�I1*ew Pav N aAw? (CAST,AN o) ' (Name of Applicant/Owner) '7C�1®. RA i Md 0► l p NW.Su 'a ®.SCT1V1'No:,1:0.00-...� 1.17 (Address of Property) (Section,Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, ( ) Owner, (Agent A N D 1Q F— 0"beAy V residing.at �1 Z�bP BA 1 O g6rA V y New York, being duly sworn, deposes and says that: On the 6 day of VFejaM gZA , 20��1I-personally mailed,at the United . v, c States.Post Off ce in �RU N Y t g'.' ,•New York; by•.CERTIFIED.MAIL, RETURN RECEIPT REQUESTED, atrue copy of�the attached Legal.Notice m Prepaid envelopes addressed to current property owners shown on the current.assessment roll Verif ed.from.the official records on file with.the(Assessors, or.( ).County Real. Pr opetty Office, for every property which abuts and is across a public or_private street, or vehicular right-of-way of'record, surrounding the applicant's property. (Sig ature) Sworn to befor me this 12 da , 2022 LEROY RIVERS JR Notary Public.State of New York NO.01R16357788 Qualified in Suffolk County My Commission Expires Apr 24,2025 t uli ) PLEASE 1 ton the back of this Affidavit or on a sheet of paper, the lot numbers next --------------to-tic-swner-names-and-addresses-far-which-.notices-_rn�ere_mailed.-- -- --------- ----- All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. .o14.5.,posital Service"' CERTIFIED oRECEIPT CERTIFIED MAILPRECEIPT rU Domestic Mai16niy Ln Domestic Mail Only M ru m9=441 WW-W.rc 0 F 7 , ro Certified Mail Fee 5 L1 3 Certified Mail Fee $x4.44 (.1734 $ $3.2:� 44 r- $ 44 Ln Extra Services&Fees(check box,edd fee e) Lr) Extra Services&Fees(check box,add fee p te) ❑Return Receipt(hardcopy) $ d•rT- ❑Return Receipt(hardcopy) $ '�11, r1 ❑Return Receipt(electmnlc)- $_la:a.�ac Postmark - r'1 ❑Return Receipt(electronic) $ Q•�If I Postmark ❑Certified Mail Restricted Delivery $—��f�rrJrtt�r� Here M ❑Certified Mall Restricted Delivery $ $0 Off Here Q ❑Adult Signature Required $ •��Cr � [-]Adult Signature Required $$9.A-EJ []Adult Signature Restricted Delivery$ []Adult Signature Restricted Delivery$ p Postage 0 Postage $!_I.84 N $ 12/13/2422 r- $ 12/13/2422 -� Total Postage and 6.UY Total Postage and F VS 49 $ wr (y Sent To S To �/� t,Qv fL 1CC � WA-6.-i J�1 _ �K ------------------------------------- N 1'��LY � �'1 s ----------------------- O S � andApGPO Boz p Veet andApt No.,or PO Box o. r 17 l 1? �� 11�1�h1� L_�Q -:-- ©�I o1�`9------------------- r- .�/S ',_ ------------p1 Ci tare,21T11.4 16 tate,Z,P oJV . • postal I M I Domestic Mail OnlY Domestic mail Only p CERTIFIED MAILP RECEIPT RECEIPT CERTIFIED MAIL Ln , ra7Cerdfied u�a Y 119 alY31156, �, U L� Fee $4• 4734 co04 Certified Mail Fee (1734 r` $ y, c 44 $4.44 44 Lt) Exna Services&Fees(check box,add fee as m e) ( N $ [01 Return Receipt(hardcopy) $ • L rl Extra Services&Fees(check box add fee A te) I $11_f111 Postmark I ❑RetumRecelpt(hardcoPYl $— Postmark r-9 ❑Return Receipt(ell ecimnic) $ I r� Return Receipt(electronic) $— Here O ❑Certified Mail Restricted Delivery $ t Here M ❑ � � ❑Certified Mail Restricted Delivery $—�--f�— ❑AdultSignature Required $--$}F- f— C3 [i Adult Signature Required $ u� E]Adult Signature Restricted Delivery$ I []Adult Signature Restricted Delivery$�� M Postage $0.84 0 Postage C r` $ 12/13/2422 � N $ $I�t°r,4 12/13/2422 rq Total Postage and Fe • 9 I Total Postage and Fees $ ra $8.09 ru Sent To $ To ru zt ,T.__1'tc[ SU�! = = N S y, t� M61►2f�1 _gAK_. _._.._ 9 /♦y/� ru E3zr9 -=----- Streef andt No.,or P Box No. Q Street and Apt.No.,or Pt3 Box n(o. - (�I t� n Ci tate,ZIP+4® �OO��'o�`������rr � L L N•v / Cr , late.zip+a� U.S. Postal Servic6Tm U-S. Postal Service T- r- Domestic • o RECEIPT CIO Domestic • nly For delivery inf ra moue) OrMa Si`• 1 Y �1?b rmation,visit our website at www.usps.comll� c U IFor delivery in-f� �-co Certified Mail Fee 073 � Certified Mail Fee =11 � i n $ 7� 44 f tti $ $4.0-1 UR Extra Services&Fees Return Receipt(hardcop(check box e$feepp:rp/ ate) Extra Services&Fees(checkbox,add fee 7 �c I(734 rq ❑Return Receipt(electronic) $ i[I.4� Postmark 1 ,� ❑Return Receipt(hardcopy) $ te) 04 i ❑Certified Mali Restricted Delivery $ i-..fin Here I Q El Return Receipt(electronic) $ I� ❑ []Adult Signature Required $�, (e Certlfle8Ma11 Restricted Delivery $ rkflll Postmark P ❑Adult Signature Required �r, ,}� Here E]Adult Signature Restricted Delivery$ ❑adullt Signature Restricted Delivery$= Postage $4.84 P -o Total Postage and F 12/13/2412 I � es �h $ g $0-804 rq $ t°r.49 r a $tel Postage and F s.09 12/13/21122 ru S o . i fU Se To ru AAPV' Ch6FAA10 ru p S eaten Apt.No.,orFO. ------------------------------------------- Bp�cNo. , p Street and Apt cfW-,-orpuya-A L— � aX --------- --------------------------------- r% `!_3___________ re, P� " W /�sate,ZIP+46 1� ----------------- r TOWN OF SOUTHOLD �a� ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK � �,�� AFFIDAVIT OF In the Matter of the Application of- POSTING ANukv ^�e�l (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK atAwvresiding ah/ !U9 h A-" ,New York, being duly sworn, depose and say that: I am the ( ) Owner orXAgent for owner of the subject property On the day of `9LC-a wf 113 F& , 20 I personally placed the Town's Official Poster on subject property located at: I `7o® R�� W N L Q1). N r-W E-66I K-� �. 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 beset 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 —770"2l/ ��1 A � a O a 3 (Owner/Agent Si nature) Sworn to before me this Day of b0k� , 20 2 Z otary blit LEROY RIVERS A Notary Public-State of New York NO.01R16357788 Qualified in Suffolk County My Commission Expires Apr 24,2025 7z� - �'1 Ull Postal Service TM. 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Is delivery address different from item 1? ❑Yes D I G k iF If YES,enter delivery address below: ❑No �b ®sC 9 ll I llllll I'll III I Il III I I I III III III ll I II I II III 3, SerType` 11 Priority Mail Express® L3Adultdull Signature 11 Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted' ❑Certified MaM Delivery 9590 9402 7536 2098 6466 17 ❑Certified Mail Restricted.Delivery ❑Signature ConfirmationTM I 11 Collect on Delive;ry El Signature Confirmation 2. Artil-`,ti � Restricted Deliveryevery7 22 I70 0.001 '57418 14613 1 I I rKestricted Delivery -- (over$500)' PS Form 3811,July 2020 PSN 7530-02-000-9053 - nnmestic Retylrn Receipt SENDER: • .N COMPLETE THIS SECTION'. N DELIVERY i .il Complete items 1,2,and 3. A. Signature /J j.•t Print your name and address on the reverse X v Agr so that we can return the card to you, ❑Ad ■ Attach this card to the back of the mailpiece, B. 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Article Number_(TransfPr r.,.,-���•-- -•--••- -- ry ❑Signature Confirmation very Restricted Delivery Restricted Delivery 702. . 1;67 I1 1 5748 1425 € € estrict'ed li-'elivey ' } (6ver.$500) PS Form$811,July 2020 PSN 7530 02-000-9053 '" Domestic Return Receipt O Y low kA dw LA f .r 4 r, r . }r , • ti ., .fir �, �; .:- :�- r -�•' •- "�. v • THIS ON MPLETE THIS . . . ■ Complete items 1,2,and 3. ■ Print your name and address on the reverse X [3 Agent so that we can return the card to you. [3 Addressee ; , ■Attach this card to the back of the mailpiece, Received by(Printed Name) C Date f Delivery, or on the front if space permits. i 1. Article Addressed to: D; Is delivery address different from item 1? es If YES,enter delivery address below: E3 No 'IAT 6PATN wore RP too. 96X 4�5 1 3. Service Type 0Priority Mail ress6 1:1II li Adult Signature ❑Registered Mail TM El 'I IIIIII IIII III I II I III i I I III III I I II I II II II III Adult Signature Restricted Delivery ❑Registered Mail Restrieted_G ii ❑Certified Mail® Delivery [ !� 9590 9402 7536 2098 6465 87 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ; ❑Collect on Delivery ❑Signature Confirmation El Collect on Delivery Restricted Delivery 'Restricted Delivery ; 2. Article Number(transfer from service label) r,�__.._�..7ail ; a 7 0 c 1�yw 4 1 7 1 1 15 7 4 8` 14'49C 1 D'aP Rest`rfcted Deliver I I MM I 1 - +' P$Form 3811,July2020 PSN 7530-02000-9053 Domestic Return Receipt r ! a I SENDER: COMPLETE SECTION • • • I ELIVERY II items 1,2,and 3. 'BSIRebeived ign —complete ❑Agent ■ Print your name and address on the reverse -❑Addressee so that we can return the card to you. N Attach this card to the back of the mailpiece, by(Printed Name) C.Dae Deliv or on the front if space permits. I 1. Article Addressed to: D. Is delivery address different from item 19 ❑Yes f �Mks �' 6AKC-R_T_G If YES,enter delivery address below: ❑No I I A60 &,QAT'14WOHI� RD. 3.. Service Type' ❑Priority Mail Express® ❑ ! Adult Sigriature e; ❑Registered MaiITM II I IIIIII IIII III I II I III I I I III III I I II II I IIII III Adult Signature Rlstrioted Delivery ❑Registered Mail Restricted ❑ ; CertifiedMailO;;','" ;,. Delivery 9590 9402 7536 2098 6465 70 ❑Certified Mail Re.stricted;Delivery ❑Signature ConfirmationTM 4 [3 Collect on Dellvery E3 Signature Confirmation 2. fery,,ResF'jcted Delivery Restricted Delivery I 7022 1670 0001 5748 1456 r 'strkedpeitp¢ry (over; 500) — IPS Form 3811,July 2020 PSN 7530-02-000-9053 _Domestic Return Receipt COMPLETE THIS SECTIONON DELIVERY SEND,ER, • • TB. e m CQmplete items 1,2,and 3. ❑Agent ■ Print your name and address on the reverse ❑Addressee , so that we can return the card to you. b (Printed Name) Date f Delijry a Attach this card to the back of the mailpiece,or on the front if space permits. ; D is a dress different from item Uyes 1. Article Addressed to: if YES,delivery ter delivery add ess below:i? ❑No AMS 13Al415lle la jigo Lf�o 6X+1 W0a t- r PD. � 5'u Fca�k NY 3'- Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiITM IIIIIIIII IIII III III I III i I IIII III II II I VIII I III ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified MailO Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM 9590 9402 7536 2098 6465 94 ❑Collect on Delivery ❑Signature Confirmation Q Collect op DeliC ery(estrid ted�alivl ry Restricted Delivery 2. Article NuiYlberLCtransfer�f�om s�,rvSce label L�j _tns�r�d-mail I 1 f— — Restricted Delivery F. 70°22 1670 0001 5748 1432 � Domestic'Return Receipt PS Form 3$11,July 2020 PSN 7530-02-000-9053 A _ _ iA Qwplipte items 1,2,and 3. l9n ■ Print your name and address on the reverse X ❑Agent i so that we can return the card to you. ❑Addressee • Attach this card to the back of the mailpiece, Received by(Pn' ed Name) Date f Delivery or on the front if space permits. GhP 1. Article Addressed to: Is D. Is delivery address different from item ? ❑ Yes I�oS 'r�A,Q'r G �, �L��9GH AfQ If;YES,enter delivery address below: ❑No r 1766 C�4f�TIN Yu'c�ftL F?, 7, P© , 1?OXg3 ��W SvFFot�� NP� IfQ�6 P i II I IIIIII IIII III 3. Service Type ❑Priority Mail Expresso El Adult Signature ❑Registered MaiITM I El Signature Restricted Delivery E3Registered Mail Restricted 111111 IIIII IN 1111111111111111111 IIIIIIIIIIIIIIIIII ❑Certified Mail® Delivery 9590 9402 7536 2098 6466 24 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2 Q,O��0 L 9 2 2 tQ �ail Delivery Restricted Delivery S I Restricted Delivery Mai Rgsfrd+ted D�livery over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 _ _ ^_' Rtlorttesti�'Return Receipt I A In "�� — — - d11f4253-4e65-4a2d-96f7-6da35e1f8a88 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JANUARY 5,2023'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,JANUARY 5,2023: 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://southo[dtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-SHEILA STOLTZ#7699—(Adjourned from November 3,2022)Request for Variances from Article XXlll,Section 280-124;and the Building Inspector's May 12,2022 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling with a habitable third story;at;1)located less than the code required minimum front yard setback of 40 feet;2)located less than the code required minimum rear yard setback of 50 feet;3)more than the code permitted maximum lot coverage of 20%;4)exceeds maximum permitted stories of two and one half(2%);located at:2025 Smith Road, Peconic,NY.SCTM No.1000-98-4-19.2. 10:10 A.M.-KEKJS HEADQUARTERS, LLC#7718-Request for a Variance from Article XXIII,Section 280- 123 and the Building Inspector's August 18,2022 Notice of Disapproval based on an application for a permit to construct a deck addition and an accessory apartment on the second floors of a pre-existing accessory garage with a room above,at;1)a non-conforming building containing a non-conforming use shall not be enlarged,reconstructed,structurally altered or moved, unless such building is changed to a conforming use;at:28495 Main Road,Cutchogue, NY.SCTM No.1000-102-5-19. 10:20 A.M.-KEKJS HEADQUARTERS, LLC#7719SE-Request a Reversal of the Building Inspector's August 18,2022 Notice of Disapproval relating to Town Code Article X,Section 280-45B(1);Article III,Section 280-136(13) based on an application for a permit to construct a deck addition and an accessory apartment on the second floors of a pre-existing accessory garage with a room above,and to request a Special Exception pursuant to Article X,Section 280-45B(11)for a Conversion of an existing building to apartments as set forth in and regulated by Article Vil,Section 280-38B(6)of the Residential Office District; located at 28495 Main Road,Cutchogue,NY. SCTM No.1000-102-5-19. SOUTHOLD TOWN BD OF APPLS 2 d11f4253-4e65-4a2d-96f7-6da35e1f8a88 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times 10:30 A.M.-SAM ORLOFSKY#7720-Request for Variances from Article XXII,Section 280-116A(1); Article XXIII,Section 280-124;and the Building Inspector's August 12,2022,Amended August 25,2022 Notice of Disapproval based on an application for a permit to construct deck additions to an existing family dwelling at;1) located less than the minimum code required 100 feet from the top of the bluff,2)more than the code permitted maximum lot coverage of 20%;located at:18575 Soundview Avenue,Southold,NY.SCTM No.51-1-12. 10:40 A.M.-460 OYSTER PONDS LANE,LLC;ANN G.FFOLLIOTT#7721-Request for Variances from Article 111,Section 280-14 and the Building Inspector's July 15,2022 Notice of Disapproval based on an application for a permit for a lot line change to create two nonconforming lots;1)lots #1&#2 proposed at less than the code required minimum lot size of 40,000 sq.ft. in area;2) lot#1 proposed at less than the code required minimum lot width of 150 feet;3)lot#2 proposed at less than the code required minimum lot depth of 175 feet;located at:510 and 390 Oyster Ponds Lane,Orient, NY.SCTM No. 1000-24-1-4.1 and 1000-24-1-2. 10:50 A.M.-PATRICIA AND ARGYRIS DELLAPORTAS #7676—(Adjourned from October 6,2022) Request for a Variance from Article III,Section 280-15 and Building Inspector's May 10,2022 Notice of Disapproval based on an application for a permit to legalize an"as built"accessory building;1)located less than the code required minimum rear yard property line setback of 10 feet; located at:7970 Main Road, East Marion, NY. SCTM No. 1000-31-6-32.1. 11:00 A.M.-NICHOLAS TZOUMAS#7717-Requestfor Variances from Article XXIII,Section 280-124 and the Building Inspector's July 21,2022 Notice of Disapproval based on an application for a permit to construct a second floor addition to an existing single family dwelling,at; 1)less than the code required minimum front yard setback of 35 feet;2)less than the code required minimum rear yard setback of 35 feet located at:35 Clark Road,Southold, NY.SCTM No.51-3-26. 1:00 P.M.-FRITZE FISHERS,LLC#7725-Request for a Variance from Article III,Section 280-14;and the Building Inspector's July 25,2022, 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 minimum front yard setback of 60 feet; located at:560 North Hill Road/Crescent Avenue,(adj.to Hay Harbor) Fishers Island,NY.SCTM No.6-1-4.3. 1:10 P.M.-THE GAINES GWATHMEY FAMILY 2012 TRUST#7695-Request for Variances from Article Ill, Section 280-14;and the Building Inspector's May 24,2022 Notice of Disapproval based on an application for a permit for a lot line change,at; 1)Lot 1&2 measuring less than the i minimum code required lot size of 120,000 sq.ft.;2)Lot 1 measuring less than the code required minimum lot width'of 200 feet;3) Lot 1&2 measuring less than the minimum lot depth of 300 feet;located at: East End Road&137 Pheasant Drive, (Adj.to East Harbor)Fishers Island,NY. SCTM No.1000-5-2-2&1000-5-2-3. SOUTHOLD TOWN BD OF APPLS 3 d11f4253-4e6S-4a2d-96f7-6da35e1f8a88 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times 1:20 P.M.-NICOLE ECKSTROM AND CARLOS SAAVEDRA#7722-Request for a Variance from Article XXIII,Section 280-123 and the Building Inspector's July 6,2022 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing accessory garage at; 1)a non-conforming building containing a non-conforming use shall not be enlarged,reconstructed,structurally altered or moved, unless such building is changed to a conforming use; located at:590 Haywaters Drive, Cutchogue,NY.SCTM No.104-5-22. �g 1:30 P.M.-JEANNE AND JOSE CASTANO� equest for a Variance from Article XXIII,Section 280- 124;and the Building Inspector's August 11,2022,Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling at;1)located less than the code required minimum rear yard setback of 35 feet;located at: 1700 Grathwohl Road, New Suffolk,NY. SCTM No. 1000-117-4-3. 1:40 P.M.—CINTHIA THORP#7733-Request for Variances from Article XXIII,Section 280-124;and the Building Inspector's September 12,2022 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 minimum side yard setback of 10 feet;2) located less than the code required minimum combined side yard setback of 25 feet;located at:120 South Lane, (Adj.to Gardiners Bay) East Marion, NY.SCTM No.1000- 37-6-3.4. 1:50 P.M.—TIMOTHY MACDONALD#7734-Request for a Variance from Article XXIII,Section 280-124; and the Building Inspector's October 4, 2022 Notice of Disapproval based on an application for a permit to legalize an accessory garage,at;1) located less than the code required minimum side yard setback of 5 feet;located at:405 Mayflower Road,Mattituck,NY.SCTM No.1000- 107-8-21. 2:00 P.M.-JULIA KIELY(BRODER)#7726-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's August 18,2022, Notice of Disapproval based on an application for a permit to construct a second floor addition on an existing single family dwelling and to legalize an"as-built"pergola on an existing accessory structure at;1) dwelling is located less than the code required minimum side yard setback of 15 feet;2) pergola is located less than the code required minimum side yard property line setback of 10 feet; located at:16045 Main Road, Mattituck, NY.SCTM No.1000-115-1-7. 2:10 P.M.-RICHARD MARTINO#7694—(Adj.from November 3,2022)Request for Variances from Article III,Section 280-15;Article XXII,Section 280-116A(1);Article XXIII,Section 280-124;and the Building Inspector's May 6,2022 Notice of Disapproval based on an application for a permit to legalize an as-built accessory gazebo with attached deck/patio and an as-built shed; at;1)as built shed located In other than the code permitted rear yard;2)as built gazebo located less than the code required 100 feet from the top of the bluff;3)as built gazebo located less than the code SOUTHOLD TOWN BD OF APPLS 4 d11f4253-4e65-4a2d-96f7-6da35e1f8a88 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times required minimum side yard property line of 25 feet;located at:3875 Hallock Lane,Mattituck, NY.SCTM No. 1000-112-1-8.4. 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/weblink/B rowse.aspx?d b id=0. If you have questions,please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: December 15,2022 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road(Mailing/USPS) P.O. Box 1179,Southold, NY 11971-0959 I SOUTHOLD TOWN BD OF APPLS 5 d11f4253-4e65-4a2d-96f7-6da35elf8a88 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk, 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: December 29,2022 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 Eliot T.Putnam Printed Name Subscribed and sworn to before me, This 04 day of January 2023 N ary Ignatur innnf?,,, Q�v STATE �9 =OF NEW YORK' a NOTARY PUBLIC: M Notary Public Stamp ALBANY ' N 01RE6398.W3 O /sSfON SOUTHOLD TOWN BD OF APPLS 1 BOARD MEMBERS OF SOUr Southold Town Hall Leslie Kanes Weisman,Chairperson O�� yam! 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. • aQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento lij'CoU 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, JANUARY 5, 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, 530.95 Main Road, Southold, New York 11971-0959, on THURSDAY, JANUARY 5, 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://southoldtownnv.gov/agendacenter. Additionally, there will be a link to the Zoom Webinar meeting at http://southoldtownnv.gov/calendar.aspx. 1:30 P.M. -JEANNE AND JOSE CASTANO#7724-Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's August 11, 2022, Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling at; 1) located less than the code required minimum rear yard setback of 35 feet; located at: 1700 Grathwohl Road, New Suffolk, NY. SCTM No. 1000-117-4-3. _ 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. Click 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: December 15, 2022 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 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Southold, New York 11971-0959 Fax(631) 765-9064 ZONING ROAR® OF APPEALS DATE: December 5, 2022 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 January 5, 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 j '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 clone no later than December 28, 2022. 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) I 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. 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 December 28, 2022, 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 Hear„Ts Page 2 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 December 19,2022. 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@southoldtownny.gov or elizabeth.sakarellosntown.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/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>2010-2021 >2021 http•//southoldtownny.gov/DocumentCenter/View/8779/FinalRo112021-Amended IMPORTANT INSTRUCTIONS: Scan and email the USPS mailing receipts, green signature cards and affidavits to kimf(a),southoldtownny:aov, and ** PROMPTLY USPS MAIL** the ORIGINALS to the Town of Southold, ZBA, P.O. Bog 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. 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Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLink sin Home Browse Search Zoning Board Of Apoeals(ZBA) Zoning Board ol'Appeals N­ Page count Template name (ZBA) A1111ect,",da, entry Properties Board.mons Laserfiche Search Cudes Path .F 1.1 211n,Ich-cures Ncitices,'14-1— Creation date P-clu,9 RePcns Last modified WdM Event tit-ts Training Requirements ZBA Officials - Metaclata ZSA lol,C,as ro nittjclat 3 Exceptions List Code 280-IOC(3) Ju,d,ta.n Wring I d xi3ring Lots td- Book cf Mapped 197 7 E �1.Bulk Schedules 5 Agreements.Contracts Leases ,a- , 14 Fntrles Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions" folder to open. 4, MostVisited rp Getting Started q Southold,NY-Officia NetZero-MyNetZero... 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Template—e En"Properties 1957-1979 Path 2000 of kap,2. 200 creation date 2002 2003 Last modified 2004 L28 a� 7 %2,0, 1005 Maladara 2006 a' N1,1 2007 2005 2009 2010 &A—It, 2011 "2011 2013 2014 20 T 7 Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". 2017 P— z las[modatee J•9 3a aova czons S.Id—Z n sz- 2 9G —'j—, :J29 3 s—d 11. Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files Page 4 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 Web Link .Home Browse search e,,w-b, Relevance 7016 �4 ai� :.etd Deme 30j'j Acmn; ?3p;gcj.j) Page count:83 Template name:Board Actions Resec 3a-, Colin and Kristen Cashel nROPERTY LOCAPON:162 Lowe:Sh—le.�dl,Fisher 19,2017 F7016.Cachet SCTkl P4o,I 00r,9.1.26-.,nus approval to femo.. :'T 19.2017 9" 016.CashciSCTt.4No.lOOD.9.!.2CC-PANT,me variancez 35 Ige re..COLIN&KRISTEN CA-SI-EL SE-TION 00?BLOC The—Ahlgreritc.,hell.PO B-342 F15n1rs WInd..41 Show more information 7016 Page count:56 Template name:Board Actions C-ASHELAIqDVartancesu,d-rAM.cield.SeR,DI ANN She,more informal"'... 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.-1-1. Laserfiche Wobl-ink M. .-1-.,. ti— i'- 5, Home Browse Searchc f! on;­1 30j.rtj C'Ai; ,p5js(7t;, ljjrUjeS1Agend3VLegal Noticesl!Hear:rigs Minutes/Agendas/Le.-al NamePage Co t Template name Notices/Hearings 1957-1979 n Entry Properties 1960-1999 2000-2009 Path 2010 2011 Creation dace 201_1 -1- 201, Last modified 2015 2016 MeldCata201-1 1 Ent: Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche WebLink 10,—/:OL Ik H-,:-- Ab-t nome Browse Search 2017 2017 Na— i,ag.count Template name ZBA-0110512017 7 En-try PrnperDes ZBA-01105/201-Agenda 4 Path ZBA.01:0512017 Hearne 40 ZBA-01 10512017 LN 3 ZBA-0111912017 N�t.-2v 2 Creation dale ZBA-0111 912017 Agenda 2:'-, Z3A-021022017 7 Lasc modified ZBA-02%02/201-,Agenda 4 W:10 1 .5„r FM NA-0210'12017,Hearing a5 Metacata Z8A-0210Z2017 LN 3 ZBA.02,'1612017 Agenda 3 MA-02,16/2017 Special 3 -ed., -ON02120 1- &ji—in Z3A 7 h,.lth!pap---=U­2 Z 3A.0W0212017 Agenda 4 BA-03,021201 7 ,Hear--= 65 ZRA-0310212017 LN 3 Z9A 03716/2017-,A genda 3 ZEA-03116/2017 Special 3 ZBA-0.06/2017 5 ZBA CI!0612017 Agenda 4 Z3A-0=3612017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//southoldtownny.gov/calendar.aspx NAME CASTAN01 JOSE # 7724 SCTM # : 1 000- 1 1 7-4-3 01ARIANCEN YARD SETBACK REQUEST: DEMOLISH DWELLING (AS PER TOWN CODE) RECONSTRUCT DWELLING DATE THURS. , JAN . 51 2023 1 :30 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 W- BOARD MEMBERS ®F S®(/ Southold Town Hall Leslie Kanes Weisman,Chairperson �� Tiy® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes v, y: Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Olij'00Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS September 12, 2022 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631) 765-9064 Ms. Sarah Lansdale, Director Suffolk County Department of Planning I �n 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 #: 7724 Owner/Applicant: Castano, Jose & Jeanne Action Requested: demolish (as per Town Code definition) and reconstruct a single family dwelling Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) 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 Ctarrson By: Encls. Site Plan/Survey: Zachary T. Clanahan Architect, dated July 31, 2021 OFFICE LOCATION: MAILING ADDRESS:Town Hall Annex ��®� S®���,® P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) -,- Southold, NY Telephone: 631 765-1809 • �� http://southoldtownny.gov C®UNTY,� ZONING BOARD OF APPEALS Town of Southold January 23, 2023 Andrew Dunleavy 551 Pond Path Setauket,NY 11733 Re: ZBA Application#7724, Castano 1700 Grathwohl Road, New Suffolk SCTM No. 1000-117-4-3 Dear Mr. Dunleavy; Transmitted for your records is a copy of the Board's January 19, 2023 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. 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. Sincerelr�, Kim E. Fuentes Board Assistant Encls. cc: Building Department OAK D. 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