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Home My WebLink About7715 7t� Hall � Oct Of Pbt- 11;/S Sound Ave. Mattituck, NY ROBERT ENTENMANN 7 _ #3�0o FILED: 12/16/83 Area & width of Parcel 1 CA — l p 11 84 4255 Private Rd . #10 112 Hallock Lane 01 Mattituck , NY 004 J . D . Pi ex CRa #3431 renovation to exceed 50% fair market value 11/14/8.5F � 2. is.��// 7- - s ��/iz�F S- t�� #3433 ( i.e P �11/21/85 280A f° °� ,�es,5 Paz ✓ � J J Owner: Harbes Family Estate LLC File M 7715 Address: 715 Sound Ave Code: 18RL Agent Info Dr. Dominick Morreale 20 Highland Avenue St. James, NY 11780 Phone: 631-838-8576 Fax: Email: dr.dommorreale@optonline.net OFFICE LOCATION: AIJA.TLING ADDRESS: Town Hall Annex *q 0 S®�j� 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 RECEIVED ZONING BOARD OF APPEALS OC G 1'ggAm Town of Southold 1 9 2022 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2022 ZBA FILE: #7715 NAME OF APPLICANT: Ilarbes Family Trust PROPERTY LOCATION: 715 Hallock Lane(Adj. to Long Island Sound)Mattituck,NY SCTM#1000-112-1-7.4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 24, 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 November 22,2022 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 conforming 187,308 sq. ft., 4.3 acre water front parcel located in an Agricultural Conservation(A-C)Zoning District. The parcel has an irregular shape and consists of a private road known as Hallock Lane. The parcel has 75.33 feet of bluff frontage along Long Island Sound runs 889.72 feet on the West side and runs 381.43 feet on the South side. It runs 175.00 feet on the East side, then turns and runs 317.09 feet on the North side,and finally turns and runs 686.83 feet on the East side back to the Long Island Sound. The remaining part of the parcel is a private road known as Hallock Road which runs to Sound Avenue. All is shown on a survey prepared by Kenneth W. Woychuck, L.L.S. last revised September 23 2022. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's July 15, 2022 Notice of Disapproval based on an application for a permit to construct an accessory pool house/shed upon residential property; at; 1) located less than the code required minimum side yard setback of 25 feet; at: 715 Hallock Lane(Adj. to Long Island Sound)Mattituck,NY. SCTM#1000-112-1-7.4. RELIEF REQUESTED: The applicant requests a variance to build a pool house located 3 feet from a side yard property line where town code requires a minimum of 25 feet side yard setback for an accessory structure/pool house. Page 2,December 15,2022 #7715,Harbes SCTM No. 1000-112-1-7.4 AMENDED APPLICATION: The applicant on December 6, 2022 (not dated, signed and sealed) submitted a plan adding an outdoor shower to the proposed pool house. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1,2022 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 V67-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 neighborhood is'a mixed neighborhood consisting of agricultural parcels and single-family homes. This subject pool house is located off of a private dead-end unpaved road that will not be visible from a public street. The proposed pool house location is heavily screened by vegetative plantings and landscaped garden beds on the adjacent property and in proximity to the existing driveway of that property and. will not be visible to the adjacent or other propertied along the private road. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could build the pool house in a code conforming location. However, the location of the septic system makes it difficult to run the water line to the pool house while meeting Suffolk County Department of Health requirements for the distance between the water line and the septic system. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 88% relief from the code. However,the parcel is setback far from a public street and the subject lot is one of the last houses on this private road. Additionally, the proposed pool house is in actuality a storage shed with half bathroom and an attached outdoor shower and will adversely affect any nearby properties 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 V67-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 pool house while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried,to GRANT the variance as AMENDED and shown on a survey prepared by Kenneth M. Woychuk, LLS, last revised September 9, 2022; and Architectural Plans prepared by Island Design Building Corp. (not signed and sealed) received on December 6, 2022 Page 3,December 15,2022 #7715, Harbes SCTM No. 1000-112-1-7.4 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The pool house shall not be used as habitable space. 2. The applicant shall submit dated, signed and sealed Architectural Plans. 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. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) i Nich 1 namento, Vice Chair Appro e for filing 4 Ll/ �� /2022 S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 ED #R-20-0779 SOJJND i RlC ''�ADD _ CEP 2 3 2022 ISLMATCH NE I L ___ a 1.4 76 3�, 1 u \ A -' To OF BLUFF r JO I r"••. / \I 0f BTU _ Leo•-- 1 � r �G ,� 'o or r r= r � o \98 w � cT� � FINAL MAP \ REVIEWED BY ZOA yetSEE DECISION #�Jj �\ DATED k / 5 / �0 \ I W/wELL WATER �, \\ �. �„ '4 PROPOSED \ 1 �'J d O a / 9.6'x15s' `� TYPICAL DRYWELL CROSS SECTION wcA/sANA \\ \ ur / '� \�' MAP OF HARBES MATTITUCK FARM• LLC �p (CONC. PRECAST COMPONENTS) FILED APRIL 29, 2003 LOT 2 6" SLAB FOR NON-TRAFFIC BEARING It R10 I 8'SLAB FOR TRAFFIC BEARING 32 $'�:. \ / I 3 2a DIJTY APPROVED INLET PIPE CAASTy1 NRoN FRAME AND APPROVED OUTLET PIPE \ P/O LOT 1 / / DWE r NG MML 4"DEL. COVER TO GRADE TO EXPANSION RINGS �4t— S 71it 1flO0-T T2-t-i.; / PITCHED 1/8-/1' UN. IF,DG6 \ 4.3 ACRES / / �] w/wELL WATER �o�\ PITCHED 1/8-/1- ZONED R-SO IG 6 ® ❑ ❑ ❑ ❑ ❑ ZONED , o•. `\ \\ // f�'"' '/� a ❑❑ SO So 'gNpk am . AW ................. ............. 9e I a LAND N/F OF i �. /r 94 I J' (� STATE OF NEW YORK ( / / 0�/ 6 / VACANT r/ J'90ap PARK AREA r / 0 / ISO, / trat - / s2 '.�.X, / 3* MIN. ' VACANT150, /� // P/O LOT 1 /�r j COLLAR 8 MAP OF HARBES MATMUCK FARM, LLC BACK FILL MATERIAL TO BE ♦ / too #10940 90 i / CLEAN SAND AND GRAVEL FILED APRIL 29, 2003 LAND N/F OF 88 /r HARBES FAMILY ESTATE LLC Be 6j TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) 22.0 ACRES Bar VACA S AGRICULTURAL G ICULLL RAL LAND 0 DRAINAGE CALCULATIONS: IC -y rr PROPOSED HOUSE W/COVERED POCHES=4124 SQ.FT. Q PROPOSED GARAGE4124?805 SQ.FT=685cf REQUIRED S7¢o03 30u 805 x 0.166=134cf REQUIRED TOTAL: 819cf REQUIRED `r6rOU9' (2) 1 O'DIA x 6' DEEP DRYWELLS=821 cf PROVIDED S�O'�� 2" PROPOSED 1450 S.F. DRIVEWAY EXTENSION 1450 x 0.166=2410 REQUIRED os's NNE (1) 8'DIA x 6' DEEP DRYWELL=265cf PROVIDED o � M � TYPICAL SILT o SCREEN SECTION GEOTEXTILE FABRICSUPPORT ' WOOD OR pMETAL FLOW DIRECTION <� a�D o EXCAVATED AND Ww BACKFILLED TRENCH EXISTING GROUND w, :-01 r =I L I�IJ �fill 11 fill 11 11 I I I I:� 11—I I 11 I I—i I I t IJ I I_ 7'NNINUN � O +ice WELL CONSTRUCTION DETAIL 1 "=40' f R-20-0779 � w DWELLINGS >0 00 W/WELL WATER ►--3 ';RR P'f cvk OO \ pRiJ 96 I x \\ �, y� GRA�JE1. 11 SILT FENCE r PROPOSE G'.p \ 1 31'� ' 8.50' 426.85' ! � 9 WELL 9LFf \\ � N 89053'00"W 00 r /i9$ FFL(101.5 %DR�35 PVC PIPE PITCH � / FENC 114 RUN / \ � •. _—/ 511.t i CjJ OLEAN OUT AT 53 LF MN.94.2 �O ,� 1� 4� U.P. r r C7 O�� SOUND AVENUE SEPTIC TANK INV. 91.0 130 / W N 0 6 �c>< I - l / • 1 25.0 'F3 \ L x of F� SAY 1 P / p00\- :.. \� PSpNP�-T O¢`v 100 i O to SEPTIC LOCATION o..off � ,RAN � / . I POINT"A" POINT"B" \\ w.. °° \53 BER0 ! REB S.T. 21 32.5' �,102-- �� ': _ 1 / U.P. P/O LOT 9 57 P 2 LRO GAS ZONED0. ZONEDAC 10� - DRY !�S SEI�Sowu WATER LINE j \ U m C.° :1@'�c6\ 1At8gtIYfNN 10'b11N FROM SEPTIC LIME $ STONE TERRAC ACK / , .If aw i r Scn ET ON 0 o " v �J� o DRY WELL +°y9n l ><N� uE �� o 9 _ 10� X�EEt� t ,N PAN / f a / 7 BEDROOM SYSTEM Q- I ` SILT FENCE ALONG 2000 GAL S.T. 10 OX4 EFF.DEPTH 8 �::• PROPOSED LIMIT / ► g0 `e: :::::: .........\ OF DISTURBANCE t �r....:...... (2)10'vix8'DEEP L.P. � •.•.•:.z� .. ..X•:•:':•'••:':•:•"•. LOW 1R01v 10 :•:•:• / DRY WELL / /'00p I / �S� o- 1S •j,•1 II ►+X6 DEE�I / p,R�/ r ELEV. 94.0 B I 0 / / I I / vN / , ► � r w OR BROWN 96NDY LOAM / a0o0NS/ -� Go N —2 BROWN g4 SM LOAMY SAND / ��'--106 /// / ��OPMi 6S — 5 i WELL / /.� / ��1 98 � PALE `•, wPS�R - �%,,.. // '"'/ P/O LOT 1 BROWN `•- -'- E FE / MAP OF HARBES MATTITUCK FARM, LLC MEDIUMSP SAND \\ // ///�Q/5T/w\R // #10940 o y VACANT // .� 1 fl r FILED APRIL 29_, 2003 N TYPICAL CLEAN OUT 50 VACANT LAND N/F OF SLATE OR 100/ 1J`0' HARBES FAMILY ESTATE LLC °' SUITABLE COVER N STOPPER END /OR PLUG TOWN OF SOUTHOLD DEVELOPMENT RIGHTS / REVISED 09-23-22 S.C.T.M.#1000-1 12- 1 -7.5 NO WATER POOL HOUSE WATER LINE 09-02-22 _ REVISED SEPTIC LfNE 07-27- AVANT - AGRIe LTUI A LAND McDONALD GEOSCIENCE i7 30' ELBOW ADD CABANA/SEPTIC 06-06-22 NO STRUCUTRES so• wYE SEPT. 2001 SEPTIC LOCATION 05-18-22 AS SHOWN ON FILED MAP ADD PROPOSED POOL 01-31-22 00, a, FLOW'- FOUNDATION LOC. 12-14-21 5\9' o rn .9 0 as a, UNAU7140RIZM ALTERATION OR AD&TION r* THIS SURWY IS A HALATION OF SECTION 7209,OF 114E NEW YORK STATE EDUCARON LAW COPIES OF 714/S SURVEY � 4-- MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN a ap, ��AS ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON `ra `?.� 6``\0 LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. j col 5640 a� THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ° NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD17701VAL S7RUC7URES OR AND OTHER IMPROVEMENTS. EASEMENTS 2 0� AND/OR SUBSURFACE STRUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY CPO ro= SURVEY OF: P/O LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC ate- uAP OF- HARSES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIN V� $FP FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN 2 20�2 SIDEYARD SETBACK: 20'MIN, 45' TOTAL SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M lPOYCHUK LAND SURVEYING, PLLC THE WATER SUPPLY. WELLS; DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM RELD OBSERVA71ONS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS: P.O. Boa 153 Aquebogue, New York 11931 „ > � f & PHONE (831)298-1588 FAX (631) 298-1588 ELEVA77ON DATUM,• NA\/D88 MATCH LINE FILE Il 220-15 SCALE: 1 =80 DATE:FEB. 15, 2020 N.Y.S. USG NO. 050882 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ®f $®U�� 53095 Main Road•P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) C®U Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 April 13, 2023 Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor,NY 11780 Re: Harbes Family Estate, File #7715 715 Hallock Lane, Mattituck SCTM No. 1000-112-1-7.4 Dear Dr. Morreale; We are in receipt of your correspondence, dated April 4, 2023, relating to the above variance relief, dated December 15, 2022 and the new design of the applicant's accessory pool house/shed. During the April 6, 2023 Regular Meeting of the Zoning Board of Appeals. the Board has determined that the new design, measuring 14 feet, 10 inches by 8 feet, 11 inches, is acceptable and is hereby approved as a de minimus change from the original design approved on December 15, 2022. However,please be aware that, although a new pergola can be built in the future on the property in a conforming location subsequent to'the issuance of a building permit, any changes or additions to the current design submitted on April 41h and approved herein, would require additional variance relief. Please submit to our office two sets of dated signed and sealed architectural plans for the design submitted on April 41h and please contact our office if you have any further questions or concerns. Sin r ly, Sin K nes Weis an Chairperson cc: Michael Verity, Building Department c Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 May 2, 2023 Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Town of Southold Re: Harbes Family Estate, File # 7715 715 Hallock Lane, Mattituck SCTM# 1000-112-1-7.4 Dear Ms. Weisman: In accordance with your letter of April 13, 2023 attached please find two signed and sealed copies of the revised pool house plans as previous submitted to your office on April 4, 2023. In your correspondence, of April 13, 2023, you also noted that the plans were approved by the Board as a de minimus change from the original plans but dated, signed, and sealed copies were required. We are hopeful that the attached plans will now allow the project to move forward and, on behalf of the Harbes family, I thank you for your efforts to help them achieve their construction goals. Pce ck rreale, Ed.D. 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COMMON NAILS BOX NAILS As minimum design loads for buildings and RIDGE BEAM (SEE PLAN FOR SIZE) other structure A5CE7-16 3.Wood framed floors,walls and ceilings shall have an approved ROOF RAFTERS(SEE ROOF FRAMING Climate Zone:11B vapor barrier(permeonce rating of 1.0 perm)installed on the PLAN FOR SIZE) Degree Days:5750 'warm in winter"side of thermal insulation. RAFTER TO TOP PLATE (TOE-NAILED) 4-8d 3 -10d PER RAFTER DESIGN LOADS: 4.Windows and s!id'ng doors shall have a max.air infiltration SIMPSON L-60 Roof 20 psf round snow load ratio of 0.3 CFM per square foot of window area. Swinging EACH SVE OF p g 9 P q 9 9 OVERFRAMING CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-8d 3 -lOd PER JOIST Basic Wind Speed:130 mph doors shall have a max. air Infiltration rate of 05 CFM per EACH RA`'T'=R 2X-4"WIDER THAN SIMPSON H2 A ROOF RAFTERS OVER FRAMING RAFTERS Uplift:31 psf square foot of door crew. RIDGE DETAIL AT HURRICANE CLIPS \ Dead Loads:10 psf CATHEDRAL CEILING @ 16"o.c. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) S. Skylight shafts shall have a minimum insulation value of R-19. % 0 LAG BOLT @ RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -16d 22 -40d Table R301.4 \ / EACH ROOF RAFTER 4.12 17-16d 17-4od Minimum Uniformly Distributed Live Loads G.Garages-front, sides, doors, interior shall have max. U-.40 SIMPSON LBO ANGLE 5.12 14-16d 14-40d EACH I,,,,AP (in Pounds per Square Foot) \ / 7.All fireplaces shall be provided with a damper for outside @EACH OVERFRAMING 7.12 10-16d 10 -40d Use Live Loads RAFTER 9:12 AND GREATER 8-16d 8 -4od combustion air 150-200 CFM. All flues shall have tight seated � Exterior Balconies 60 damper with a max. cir leakage of 20 CFN. All fireplaces CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) Decks 60 shall have tight-fitting non-combustible doors. / MAIN ROOF r- RAFTER SLOPE: 3:12 22 -16d 22 -40d Passenger Vehicle Garages 50 S.The Contracto-sho'I submit the design,size and type of / ROOF RAFTERS 4.12 17-16d 17-40d mechanical systems which will be used, in sufficient detail, as RIDGE / TOP PLATE 5:12 14-16d 14- 40d Attic without storage 10 EACH LAP required by the Building Department. 7:12 10 -1Gd 10 -40d Attic with storage 20 CONNECTION DETAIL 9:12 AND GREATER 8 -16d 8 -4od Rooms other than sleeping rooms 40 9.All thermostat,s shall be adjustable from 55 degrees to FALSE VALLEY Sleeping Rooms 30 85 degrees Fahre-heit. CONNECTION DETAIL O COLLAR TIE TO RAFTER(FACE-NAILED) Stairs 40 10.All ducts and pipes shall be insulated as required by code. U RAFTER SLOPE: 3.12 7-10d 7-12d Guards and handrails 200 4:12 6 -10d 6 -12d 11. HVAG Contractor shall verify heat loss calculations. 5:12 5 -lOd 4-12d PER TIE DEFLECTION LIMITS: (2) SIMPSON H2A Rafters with no finished ceiling attached: L/180 12.All cellar and/or basement doors shall be insulated. 6.12 AND GREATER 4-10d 4-12d Floors: L/360 ROOF RAFTER TO WINDOW NOTE FOR LOCATIONS WITHIN 13.The Engineer certifies that to the best of his knowledge, STUD �...r BLOCKING TO RAFTER(TOE-NAILED) 2 - 8d 2 - 10d EACH END Belief, and professiora!judgement that the plans are in ROOF RAFTERS @ 16'O.C. ONE MILE OF SHORELINE compliance with the 2020 Energy Conservation Construction CEILING JOISTS @ 16"O.C. �- RIM BOARD TO RAFTER(END-NAILED) 2-16d 3 -led EACH END All new windows and glass doors shall meet the requirements of Code of New York Stage. (November, 2019) '~ the large missile test of ASTM 1996 and or ASTM E 1986 WALL F R A M I N G WOOD STUDS ROOF RAFTERS @ 16' O.C. a The contractor shall provide pre-cuty2 plywood panels to cover SAFETY GLASS REQUIREMENTS @ 16°O.G. O the glazed openings$ shall pre-drill edges at 12"o.c.to accept SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: I ( il I Il 11 1 SIMPSON G520 0 >,- TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 2 -16d 1 PER FOOT 2-1/2"#8 wood screws and provide adequate number of screws I STUD TO STUD I II II II II II II II 1$111 . . . �-HEADER SEE PLAN for fastening. 1. Any glazing in any door type. tn TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5 - 16d JOINTS -EACH SIDE 8d NAILS @ 6" X, . . . . . . . . . SIMPSON CMSTCI6 Ld All glazing in all buildings and structures in the Windbourne Debris 2. Glazing in any walls enclosing a shower,tub,a sauna or steam room". FASTEN SHEATHING O.C. @EDGES ON BOTH SIDES OF w Lij II (I () II I) II II (I Region 030 MPH ultimate wind speed or greater and within 0) TO HEADER WITH 8d Z STUD TO STUD (FACE-NAILED) 2 -16d 2 -led 24'O.C. one mile of any coast lines)shall provide glazing in accordance with 3. Any windows within 24"of a door". I IN PLYWOOD NAILS IN 3"GRID OPENING, OPPOSITE Q Lij R301 21 2 of the 2020 IRC international Residential Code or - IL 11_11-Ji PATTERN A5 SHOWN SIDE OF.SHEATHINGHEADER TO HEADER(FACE-NAILED) 16d 16d 16" OC ALONG EDGES the Wood Structural Panel Exception contained in R301 21 2. 4. Any individua Pcre cf glass with an area greater than 9.0 sq.fit,where the8d NAILS @ 12" bottom is less than 18"above the adjacent finish floor within 35"o=the window. O.C. IN FIELD IN (2)8d NAILS @ 3"O.C. Panel .Span IN DOUBLE STUDS TOP OR BOTTOM PLATE TO STUD END-NAILED 3 -16d 2 - 40d PER STUD Fastener Type µ ^_ PLYWOOD O ( ) 5. Glazing in wa I_ of spas, p hot tubs or indoor ools within 5'-0"cf the w„ e Ir-1I�i�I Y'PLYWOOD SHEATHING Y"PLYWOOD SHEATHING J BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2 -16d 1'2 2 -led 1,2 PER FOOT 21/2" #5 Wood Screws 16" 1 12" 1 9" 6. Glazing in stairways and landings within 3'-O"horizontallyof c wa'kirg su-face EXTERIOR FACE;Y° EXTERIOR FACE:Y2"GYPSUM UJ w ENDJOIST OR BLOCKING (FACE-NAILED) 21/2" #8 Wood Screws 16" 16" 12" - _ II I) II (I II II () GYPSUM BOARD INTERIOR BOARD INTERIOR FACE WITH .� r TrzE REQUIREMEN t DOES NOT APPLY IF THE BOTTOM EDGE OF THE FACE WITH 5d COOLER 5d COOLER NAILS @ 7' O.C. ,_I Notes: GLASS 15 MORE THA 60"ABOVE THE FLOOR. II II (I II II I) II II III NAILS @ 7'O.C.(TYPE SOLID BLOCKING AT � N �( FLOOR FRAMING 1. Provide minimum 76"CDX plywood panels. Maximum s an of SHEATHING JOINTS PY�' P P CSWSP)] [Y° PLYWOOD 8'-O°for every window. Panels to be labeled and pre-cut to I) I) I) II II II III JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST cover the glazed openings. Supply with appropriate attachment ASPHALT ROOF SHINGLE NOTES EACH FACE(TYPE 2 BRACE WALL) DOUBLE STUDS hardware. i. As;halt roof shingles sl-c'I have self-sealing strips or shall be (I II II II I) II II II I BRIDGING TO JOIST OE-NAILED 2 -8d 2 -10d EACH END interlocking and shall comply with the requirements afASTM D-225 SOLID BLOCKING @ W (T ) 2. Fasteners shall be installed at opposing ends of the wood structural panel. or D-346, installed in accordance with sect.r 9 � � � II.-IL_II C5.2 PLYWOOD JOINTS --Y"0 ANCHOR BOLT @ 12' BLOCKING TO JOIST (TOE-NAILED) 2 - 8d 2 -10d EACH END 2.All fasteners for asphalt roof shingles shall be galvarized steel, TRIPLE STUD-. O.G.W/ 2"X 2"X X" 3. Where screws are attached to masonry or masonry/stucco stainless,aluminum, c-coppe-roofing nails. Fasteners shall be SIMPSON STEEL WASHERS(MIN O they shall be attached utilizingvibration resistant anchorsIt Z BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3 -16d 4-16d EACH BLOCK having a minimum ultimate withdrawal capacity of 490 pounds. minimum 12 gage she-ked with a minimum 3/8°dia.head,and of su�cient C520 @ SIMPSON HDUB-SDS25 OF 2) length to penetrate th t rough ^e roofing materials an 48"O.G. HOLDOWN AT SHEARWALL d the sheathing. TYPE "CS-PF' BRACE WALL DETAIL WLEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4-16d EACH JOIST 3/40 3.Asphalt roof shingles s'-c:'I have the minimum number of fasteners as ROD ANCHOR Q PER JOIST required by the manufacturer. TYPICAL BRACE WALL DETAIL (CS-WSP) JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 -10d req O I FASTENERS 4. For normal applications,asphalt roof shingles shall be secured to the , BAND JOIST TO JOIST(END-NAILED) 3 -16d 4 -16d PER JOIST AS NOTED IN roof with no less than four(4)fasteners per strip shingle or two(2) ROOF FRAMING 20 CONNEC TOR CTOR ROOF FRAMING �L .SCHEDULE fas=e-ers per individual shingle. SIMPSON SIMPSON C920 W _1 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 -16d PER FOOT DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE CONNECTOR NOTE:"STORM PANELS" 5.Aspho!t strip shingles shall have a minimum of six(6)fasteners Per OR(2) H2 AT ROOFff REQUIRED AT ALL NEW shingle where the eave is 20 feet or higher above grade or where the Z I base wind speed is 120 mph or greater. ROOF SHEATHING WINDOWS AND DOORS AND FIXED GLASS PLYWOOD �-- STRUCTURAL PANELS: PANEL INTERMEDIATE AS NOTED GENERAL CONSTRUCTION NOTES: H11CRIPPLE STUDS CRIPPLE STUDS }- U EDGES SUPPORTS W Z In 1. All work shall conform to the requirements of the New York State Residential 51MPSON 5T 2215 INTERIOR ZONES 8d 10d 4" G" Code;all work shall also conform to the requirements of any other Codes and HEADER CONNECTOR HEADER SIMPSON O authorities having jurisdiction.The Contractor shall obtain and arrange for all MSTC28 -� 0 PERIMETER EDGE ZONES 8d 10d 4" 4• FASTENERS required permits, inspection, certificates and tests. HEADER STUDS HEADER STUDS CONNECTOR AS NOTED IN Q O GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4• 4" SCHEDULE 2. Al fourdations shall rest an undisturbed soil of 1 T.S.F.bearing capacity; •, J contractor s .a have the level of acceptable bearing strata verified in the fie'd. PLYWOOD STRUCTURAL PANEL DETAIL 4'-O"'"�`'� 4'-0"TO 12'-0" W to CEILING SHEATHING NO SCALE(IN LIEU OF IMPACT RESISTANT GLASS UNITS) 3. Al concrete work shall conform to requirements and recommendations of a 0 AC!-30i-96°5peccations for Structural Concrete for Buildings"(fc-3000 O -� # GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T EDGE/10" FIELD Sheathing attachment cs per the 2020 WFGM,Wood Framed Psi).All exposed slabs,garage slabs, and steps shall be psi air-entrcired. I I FULL LENGTH FULL LENGTH Q V Construction Manual for one and two family dwellings, Page 149 Reirforcirg steel shall conform to ASTM A-615 Grade 60. I I I I WALL STUDS WALL STUDS O Table 31,140 Mph wind speed, Exposure-B Up, i - WALL SHEATHING �. Double frame arcu-d all openings, under parallel walls and under batlt;bs. Provide SIMPSON SIMPSON _ Roof sheathing Maximum nail spacing for 6d common nails S'mpson ha^ge►connections at all flush struCvral load bearing condi-cos. q.PNNE OR 5T2215 Table 310 with 15/32'COX Plywood sheathing QUIT MSTC28 STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTOR CONNECTOR EDGES SUPPORTS All cc- r&e b'ock shallconform to ASTM C90; Mortar shall be type'M" Sheathing Location Spacing At Panel Edges Field NOTE: � INTERIOR ZONE 6 8d lad 6" 12" 12"o.c. G" 12" G. A! steel work sholl conform to the requirements of the RISC'Spec:fcctiors for UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND HEADER TIE DOWN DETAILS Interior Zone Des`an Fabrication and Erection of Structural Steel for Buildings". Steel shall AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT _ 6 lOd 16"o.c. 6" 12" ^, r' ' ,,,, ( ) g WALL STUDS AND AT TOP AND BO��OM OF CRIPPLES 3/8"_1'-0" 4' EDGE ZONE 8d e• 6.. ccr,crm to AST � a-572 GRADE 50 and A-501. 12 12°o.c. 6" 1�' 4 Perimeter Edge Zone le"O.C. 6" 12, 7. Al electrical work sholl: conform to local NEC and Underwriters Lobo-ctory O m FIBERBOARD PANELS: require!-en*s. 7/16" 6d 3 - 3" EDGE/G" FIELD Wall Sheathing Maximum nail spacing for 8d common malls p L2 with 15/32"CDX Plywood Sheathing } yr/32" ad 3 - 3" EDGE/6" FIELD Table 310 g 8. Pre-fabricated fireplaces and fues shall be UL approved. i V V 12"o.c. 6" 12" �.►� Interior Zone S. Instoll stake detectors crd carbon monoxide detectors in accordance with oil L GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7' EDGE/10" FIELD 16"o.c. 6" 12" state and local code requirements. V U 12"o.c. 4 Perimeter Edge Zone L Q s PARTICLE BOARD PANELS 8d 8d 5EE MANUFACTURER 16"o.c. 6" 1� 10.The Contractor shell verify all existing conditions before starting construction and _U sholl ratify the ergireer of any ambiguities or discrepancies before proceeding with Ultima•e Design N F L O O R S H E A T H I N G Floor Sheathing Maximum nail spacing for common nails IL Table 310 with 3/4'Tongue and groove approved COX the work. If any cuestions arise before or during construction as to tl•e irttert or Minimum Wood Minimum Maximum Pane! Nail Spacing Wind Speed(mph) � de'c;'s c= the d-cwings,the contractor sha'!call the Engineer, . PE, at for Miri-%;iln Common, Noll Structural Panel Nominc! Panel Wall Stud plywood sheathing Sheathing Wnd Exposure c'cr:f.cctor and/or instructions. If the contractor fails to follow the above SPan Rating Thickness (in) Spacing(in) Edges Field Cotegory Interior Zone C STRUCTURAL PANELS: 12" o.c. 6" 12" procedure, he shall assume oil responsibility f a r-r the consequences of Ks ctions G K F �.� 1" OR LESS 8d lOd 6" EDGE/12" FIELD 16"o.c. cnd/cr decis'ors. ..ze Penes.-ati„n (in) (O.C.) (O.C.) B C D 6" 1�' A GREATER THAN 1" 10d 16d G" EDGE/G" FIELD 6d 15 24/O 3/8" 16" 6" 12° 140 115 110 \n •o`' 4 Perimeter Edge Zone 12"o.c. 6" 1� 11.The owner shall arrange for supervision of the construction work to ensure 1 I FI N A L MAP I A P 0 g � 8- •7� 24/'16 7/16" 16" 6" 12" i70 140 135 �y ` ' � 16"o.c. 6" 12" com;!icrce with the contract documents. 24" 6" 1� 140 115 110 ' REVIEWED BY Z BA 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED VON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ! D E C I S I CI N# � ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER-SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE Notes: 12.When using ACQ pressure treated lumber al nails, screws, sil; plates and wind -9). �s 5 DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. 1. Roof and wall sheathing within 4'-O"of the perimeter edge straps rust be l-oi dipped galvanized or stainless steel fasteners. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS.SHALL BE PERMITTED TO BE including 4'-0"on each side of the roof ridges shall be attached 7ATE D : W R NEW-( REDUCED TO 1-16d PER FOOT. in accordance with the 4'-O"Perimeter Edge Zone Nailing CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) Requirements listed above.All metal connectors and fasteners ��[ � I v4� 5 � 'P F"D"l"Do DM75 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED;CHECK IBC FOR ADDITIONAL REQUIREMENTS. (nails,screws, bolts etc)shall be approved hot dipped WIND DESIGN SUBJECT TO DAMAGE FROM #2303 4/1V23 SEISMIC WINTER ICE BARRIER MEAN , ""- �I.-,-. .».- - cmo�®sr, erx� galvanized unless noted otherwise.All connectors installed GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FR05T LINE TERMITE FLOOD AIR FREEZING i ,CMaO :�.�.��ir"1^!" O; � :C -SOIL rrO��Y ^: g DESIGN DESIGN UNDERLAYMENT ANNUAL S.A. AS NOTED 4. ALL QUANTITIES ARE BASED ON 16°OG SPACING FOR RAFTERS,JOISTS AND STUDS. over wall and roof plywood sheathing shall be approved by the SNOW LOAD EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED HAZARDS INDEX �hca ArW,h!te >� Old Cy G CGW'ec or C PAW WO 5. 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 local building department before installation. TEMP I "I" " i i: .'�+ :•t" OI~lG "''"1r�rk r�»t»�/ t^}.. IRS I J.L.M. F.E. Ibs/=r� MPH °F 'F �` f� o� : FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS-SHALL BE USED. 2. All fasteners for structural framing (nails, screws,bolts, etc) MODERATE TO y h S ' "''� `R-' �,v, l-i-te` i shall be hot dipped galvanized. 20 130 YES NO NO B SEVERE 3'-O" 11 YES NO G52 52.70 l - - b� I G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. PP 9 HEAVY CLtO1Z0's"rI33/ G A^GI"!i"I"D.,. 2 OF CONSTRUCTION NOTES CODE REFERENCES: GENERAL NOTES COLUMN FOOTINGS SAFETY GLAZING FOUNDATION SYSTEMS:Shall conform with Code sections and Tables Users of these Construction Documents shall refer to the General Provide 3"dia steel columns on 2,V x 24"concrete footings min.12" All glazing at all shower enclosures,wet locations and all other R404.1.10), R404.1.1(2), $ R404.1.20)Thru R404.1.2(9) Notes for all other information and requirements of these deep and to bear on virgin soil. hazardous locations shall conform to R308 of the 2020 Code. ANCHOR BOLT SIZE AND SPACING: % fill LID 36"O.C. Construction documents now contained in these Construction Notes. All specific Code References contained in the General Notes shall TYPICAL SILL AND LEDGE WINDOW FALL PROTECTION PROTECTION AGAINST DECAY: Refer to Section 9317 be to the 2020 Residential Code of New York State and the 1. provide(1)ACQ treated 2 X 6 plate with copper termite Provide window fall protection at all window openings as per R312 of PROTECTION AGAINST TERMITES:Refer to Section R331 2020 Code References contained in these Construction Notes. the 2020 Gode. USERS OF THE CONSTRUCTION DOCUMENTS shield and sill sealer at top of 8°CMU wall. FLOOR SYSTEM: Shall comply with Chaper 5 2. Provide 5/,s Dia.X 18"anchor baits at 48'o.c.,filled solid with EMERGENCY EGRESS WALL BRACING SYSTEM:Shall comply with Sections R602.10, 1. The Construction Documents are the drawings 1/7-7/7 and 3"x 3'steel washers, min 15'embedment and max 12"from R602.10.10, R602.11 ✓�R602.12 the agreement between the Architect and the Owner:The corners and 6°from ends. Provide as indicated and R310 and R311 of the 2020 Code WINDOW ANCHORAGE:Shall comply with Section R609.7 Owner shall inform the Contractor of all pertinent information contained in the agreement which may effect his responsibilities I TYPICAL STAIRS WINDOW MULLIONS:Shall comply 3. Provide(1)ACQ treated 2 X 4 plate with copper termite ply with Section R609.8 including all MISCELLANEOUS PROVISIONS AND SERVICES NOT INCLUDED IN THE AGREEMENT. shields andY"Dia X 12"anchor bolts at 48"o.c.filled solid at Provide new stairs as noted in conformity with R311 of the 2020 4'X 8"foundation wall ledge. Code.The Architect is not responsible for design details as selected EXTERIOR WALL COVERING:Shall comply with Section R702.1,R703.1, by the Owner. Provide Y"GWB under all stairs R703.4 Refer to Table R703.3.1 for weather-resistarrt Siding Attachment 2. All users of these Construction Documents are required CRAWL SPACE and Minimum Thickness. Refer to Table R703.6.1 for Wood Shakes or p review and understand the entire contents of the Construction TYPICAL HANDRAILS Shingles. Documents,with specific attention to the work they may perform Provide min.2"concrete slab on 6 mil polyethylene vapor on min. 6" and their work relationship to other trades,contractors and clean compacted sand and gravel. Provide 2"SFI at inside of all walls Provide handrails andY wall guard at basement stairs and steps as FOAM SIDING BACKER BOARD: Shall comply with R316 materials. and approved damp proofing at exterior side. Indicated and as per R311 of the 2020 Code.The Architect is not responsible for the design and details as selected by the Owner, ROOF/CEILING CONSTRUCTION:Shall comply with R802.1 Refer to • 3. All written information in the GENERAL NOTES and TYPICAL EXTERIOR WALL Including structural and safety requirements, materials, connections Rafter Span Tables R802.4.10)and(2). CONSTRUCTION NOTES shall take precedence over detail and installation with shall be the sole responsibility of the Owner and drawings; and detail drawings shall take precedence over smaller 1. Provide siding to match existing on #15 saturated building felt or the Contractor. ROOF ASSEMBLIES:Shall comply with Section R902, R903, R904 scale drawings, unless noted otherwise. equal on Y'COX APA rated plywood sheathing an 2 X 6 wood R9045. studs at 16"c.c.with closed cell spray foam insulation and GUARDS O 4. The Architect shall maintain the right to Issue revisions, fiberglass insulated bait insulation as per Res-check with Y" ROOF SLOPE:Shall comply with Section R905.2.2 corrections, clarifications and addendum as may be required and GWB. Provide guards at all stairs and stairway openings and decks as as determined by the Architect. Indicated and as per R312 of the 2020 Code;The Architect is not ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) 2. Install sheathing perpendicular to 2 X 6 studs at 16"c.c. Provide responsible for the design and details as selected by the Owner, fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.6) CONSTRUCTION NOTES solid blocking at all plywood seams. Extend plywood to tops of all including, structural and safety requirements, materials, connections exterior walls and plates and to top of(2)RR at gable end walls. and installations which shall be the sole responsibility of the Owner 1. The Construction Notes,the Construction Drawings and the INTERIOR FINISHES AND MATERIALS:Shall conform to the fire spread and Contractor. Agreement between the Architect and Owner are the S. Provide all nailing, strapping and metal connectors as per detail and smoke-density requirements of Section R702. �.,..� Construction Documents for the project.The owner and the sheet,and as required to provide for a continuous load path from contractors shall construct the project as indicated;and unless roof to foundation system. INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section v-- they have received certified written,and or,drawn information ENGINEERED LUMBER R302.10. and instructions from the Architect indicating otherwise. 4. Provide R-15 BF] and g/8 fire rated Type X-Gyp Bd at all walls All engineered floor joists,floor sheathing, LVL and PSL framing GYPSUM BOARD:Shall conform to Section R702.3. im 2. The Architect is not responsible for any construction or materials and ceiling of garage. material as noted are"TrusJoist"by'Weyerhaeuser"and shall be Z TYPICAL FLOOR installed as per the manufacturers specifications. O which deviate from the Construction Documents.The Architect is MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: not responsible for any construction or materials prior to the Refer to Section R307.1 Owner has received legal permits from all authorities having Provide 3/,tongue and groove APA approved COX plywood All PSL as noted are 2.0 E Parallam l Mi 9 E 1 re . E. croam jurisdiction, sheathing, installed with continuous construCion adhesive and nailed PSLALL LVL a STAIR LANDING: Shall comply with section R311.8.2 as per nailing schedule on floor joists as noted.Provide R-19 FBI See calculations for all Glue Lam Beams IU CODE REFERENCES fiberglass bott insulation with kraft paper vapor barrier at warm STAIRWAY. Shall comply with Section R311.7 UJ All code references to the"2020 Code"are to the 2020 side.All finished floor materials shall be selected by the Owner. BETTER HEADER HANDRAILS: Shall comply with Section R311.7.8 J Z r, Residential Code of New York State unless noted otherwise.The TYPICAL FLOOR BLOCKING All beams and girders with steel plates shall be manufactured by r 1 ,b Owner, Contractors, Building Officials and others may go on-line, "Better Header"or approved equal.Site constructed flitch plate V_ contact the Architect or contact local or NYS building and Provide solid PSL floor blocking under all posts and concentrated beams shall not be allowed administration officials for further information regarding all code loads to top of girders as noted. U references. METAL CONNECTORS Ld O BY OTHERS FIRE BLOCKING All metal connectors,straps and hold downs are by"Simpson'unless _J 0 Provide fire blocking/stopping at entire residence as per P302.11 of noted otherwise.All connectors, straps, nails, bolts and screws are i.J All references to"By Others"shall be defined as other contractors, the 2020 Code. hot dipped galvanized or'Z-Max",details to be provided. Ul ,_] design professionals or others who are responsible for the design r..� I and or construction of the item or assembly being referred to. Items DRAFT STOPPING CONTINUOUS LOAD PATH N M designated"By Others'are design items that are not included in the agreement between the Architect and the Owner.The Architect is Provide draft stopping as per R302.12 of the 2020 Code. Provide a continuous load path from all roofs and exterior walls to not responsible for any items designated as such. the foundation system as required by the 2020 code and latest GABLE END WALL BLOCKING edition of the WFCM Manual for One and Two Story Dwellings for MATERIALS AND ASSEMBLIES the 140 mph wind zone and as per any additional local building Provide two rows of full member depth solid blocking perpendicular to department requirements. i 1. All ca-1s1ructior, materials , products and assemblies shall be new all roof rafters, ceiling joists and secondf.oc-framing at max 48" j,�,� and approved for use by the 2020 Residential Code of NYS, o.c. at all gable end walls. Provide✓c"20 gage galvanized metal SMOKE ALARMS The latest edition of the WFCM for One and Two Family strapping at top of b!ockirg wit!^ Sd corrrrc- nails at 12"o.c. and U Dwellings and all authorities hoving jurisdiction, extend strapping over side wall w�t. 00)So common nails to the Provide a hardwired and interconnected system as per R314 of the Q exterior wall stud before insta!'ing exterior sheathing. 2020 Code. Z TYPICAL INTERIOR WALL O 2. All materials, products, and assemblies shall be installed as per CARBON MONOXIDE DETECTORS w the manufacturers specifications for the climatic and wind region as indicated,such manufacturers specifications shall take and R315 stem as Interconnected system p an O Provide wood stud walls as per drawings wish solid blocking at Provide a hardwired and � J precedence when indicated over other authorities. mid-height. Provide optional sound bast insul&ion and other sound P- 5 of the 2020 Code and any other local authorities having I SOIL BEARING deadening remedies after verifying with the Owner. jurisdiction. (� O All concrete footings and piers shall bear on undisturbed virgin soil METAL STUDS MECHANICAL ROOM V 1 unless otherwise specified herein.The contractor shall not proceed 1.Remove existing HVAC and Hot water heater, Provide a two(2) W -� �] with the work and shall notify the architect where concrete footin Provide% fire rated ted Type X"gyp bd on 18 Co.2"x 2'metal zone HVAC system with hot water storage. Provide separate fi rst floor fi re and piers as indicated do not bear on undisturbed virgin soil.All non-bearing studs at 16"c.c.at all sides of existing place and existing second floor chimney as per the drawings. Mechanical Room intake and exhaust air ventilation system. Z (V undisturbed soils have an assumed minimum soil bearing capacity of O 1,500 psf as permitted by the 2020 Code. 2. Provide a whole house mechanical ventilation system with exhaust ' TYPICAL BASEMENT WALL fans to the exterior at all bathrooms.Provide exhaust ventilation at BACK FILL Provide R-14 closed cell SFI at exterior wall, seal exposed SFI as stove at the exterior. , U All back fill shall be clean sand and gravel.Back fill after floor required. ENERGY EFFICENCY Z framing has been completed. INSULATION All Q Q construction and materials shall conform to NYS Res-check .J ENGINEERED FILL 1. Provide fiberglass batt insulation FBI and closed cell spray foam requirements and Part IV of the 2020 code. See attached Q O insulation SFI at all exterior walls as noted in the and drawings Res-Check report.Caulk and seal all joints, holes,openings, During the course of excavation and demolition the contractor shall Res-Check Certificate. connections and duct work air tight as required to obtain approvals O a notify the Architect it and where, any new footings as drawn ore of all inspections. d above or not below a minir-urr CI 12" below any disturbed soil. If any 2 All fiberglass insulation, sha'! have kraft paper vapor barrier to. W such corditiors are encountered the services of a certified NYS the warm side. HEATING EQUIPMENT professional Engineer shall be required in order to remedy the (n 6 0 conditions as per the 2020 code.The owner and/or contractor 1. Provide boiler and hot water heater intake and exhaust fresh air shall be responsible for retainingand 3. All spray foam insulaton s�a'' be a. -peed for its use.All spray payment of all such services d foam insulation shall be cased cell w'tr c min. R value of R-7�nc as per the manufacturers specifications. Provide clear distance h. U and shall w►itten and or drawn instructions from the engineer.not resume the work in the affected areas until having between all existing heat producing equipment and combustible received All spray foam insulation shall be cove-ea with Y"GWB materials as per the manufacturer's specifications and Part V of or equal. V All SFI at all roofs, crawl spaces, mec6anicol room and all other the 2020 Code. DEMOLITION areas which are exposed. Na ccver:rg shall receive fire rated s " Safely rerrove all walls and construction as indicated in drawings. coating(s)as required by R316 cf�1-e 2020 Code. /e 2. Provide Type W Fire Rated GWB at all walls and ceiling of A The Co-tractor is solely responsible for the safety precautions at new equipment room. , the project side. Locate and mark all utilities before the start of the TYPICAL EXTERIOR TRIM 3. All HVAC design and installation is the sole responsibility of the work. Verify all trim mcteria's with Ow-e-. Marc- c!I existing sizes and Owner and the Contractor and shall be in strict conformity with PATCHING AND MATCHING detai!s. the manufacturers specifications and Part V of the 2020 Code g TYPICAL FASCIA / SOFFIT and all other codes and requirements of all authorities having Patch and mach all existing materials which are removed. Match all jurisdiction. O materia's which are to remain and patch cs required as to appear Provide meal drips over all roo"edges �t1 new. 4. Refer and conform to all NYS Energy Code information and V {- +- TYPICAL ROOF requirements for all equipment and duct work as required. �- Uj c VER'FY W +N Provide black asphalt roof sh'nc'es , as pe-"-e Owners selection on 5. All other information as may be required is not included as per Verify c'I exis'irg conditions, mate-iais and construction as indicated j/-'COX APA rated fir p'ywrod s�-ea'i•"rg pe-.endicular to the roof the a y q p V U O in the drawings, including all ourdation walls crd footings. Notify the rafters as noted. Provide LLC d-ip edge or 24"wide approved ice agreement between the Architect and the Owner. -u ` (] Architect when existing construction does rot conform to the barter at c'I roof edges.All csp-c't reaf st-i-^!es and installation L Q C► t� 7 ELECTRICAL/LIGHTING/PLUMBING/PHONES/ U l�l drawings. he ccn'ractor shall not proceed with the work in the shall be it corfcrrrity with the rrar;�-c-u-ers specif cations for the L areas that ore in conflict, or may be, in confict without receiving wind zone region as nc-ed crd t-e 2020 Code. CABLE/SECURITY/APPLIANCES written and drawn info-moon from the Architect 1. All design and installation of all services, connections,equipment, FIN"SHED GRADE TYPICAL GUTTERS AND LEADERS fixtures, motors,etc are the sole responsibility of the Owner and ' Provide gutters cnd leaders as selected by the Owner.Cc-neat to the Contractor and shall be in strict confo►mity with the �� C K E,q �� } All firished grades to slope down and away from the new work for a drywe'ls as recuired. manufacturers specifications and Parts IV,V,VI,VIi,VIII, IX and 0 minimu distance of 10 fee^.All finished grades as indicated may be X of the 2020 Code and all other codes and requirements ad my altered but are the sole responsibility of others. WINDOWS / EXTERIOR DOORS and all authorities having jurisdiction. TYPICAL FOUNDATION / FOOTINGS 1. See c1tached window and door schedules. 2. All other information as may be required is not included in tie (P 1. Provide 8"x 8"and 12"x 8'approved bearing CMU foundation 2. All garage overhead doors shall comply with UL 325 and the agreement between the Architect and the Owner. � 8 �Q- walls with 20"wide x 10"deep continuous concrete footings wish 2020 Code.Wird pressure requirements for the 140 MPH OF NE\N� (2)#5 contirucus reber and 0)bent#4 vertical rebar at 48"o.c. wind zones as per R301 of the 2020 Code. ARCHITECTS SERVICES DURING THE filled solid to top course. Fill top course solid and provide CONSTRUCTION PHASE FINAL MAP "'0 N01 OA1e galvanized 8"wide !odder reinforcemert at 16"o.c. horizontally as #2303 4/IV23 per the structura!schedule. The Architect has not been retained by the Owner to perform REVIEWED BY ZBA 108NO®U' 1111001111.0 changes to the documents,observations or inspections. S.A. A5 NOTED 2. Provide approved dcrrp proofing at the exterior face of all DECISION# DMYM go foundation walls and continuous R-14 closed cell SFI at interior DATED: J.L M. F.E. face. omrsro Mar t h i 4NIS ATPVWI'd 4101 a-i3 3oF4 (1)USP-LSTA3O STROP AT (i)U5=-L5TA30 STRAP AT EACH PAIR OF OPP05NG E4CH PAIR OF GPPOS'NS FINISHED CEILING RAFTER:CONNECING RAFTER-9 RAF T ER5 CONNECT T O RICGE-(22)10d NAILS TOTAL (u)10d NA!'.5 TOTAL 4°THRU VENT THERMOSTAT ALL AR.r.H"EC7JRAL AND SECURITY CONTROL PANEL • THREE TAB ROOF 5H!NOLES TO RECENE(G)FASTENERS PER SHINGLE ALL ARC:H:TECT JRAL AND ------ THRE-E T.A3 ROOF SHINGLES 13,2" 2. 1Y_. 0 LIGHT SWITCH (MAXIMUM 4 GANG TO RECEIVE(ro)FASTENERS (v SWITCH OUTLETS) IN CASE THERE --«h PER 5HNGLE - . a° 1�=" ARE MORE SWITCHES THAN 4 ADD iI L V. ADDITIONAL SYMMETRICAL OUTLET .5P-RT20 HuRRCA\E A.\G�OR GANGS ABOVE (6-3+3 OR 53+2) '�----- SHEATHING TO R;;N TO 2x PAD DROPPED HEADER AT EACH RAFTER SET ON DECK BE FASTENED RAFTER SPACENG 1G O.C.MAX. Su W Z w DUPLEX OUTLET in + I I W/rod DEFORMED SHANK (P)Ltd N4L5 I\'TO RAFTER R' _ FA.I. = Z TELEPHONE E iV OUTLETS NAI;.S AT G`D.G.AT ED0=5 (°;6d NA!L5 INTO HEADER GROUND FLOOR �" FV- BASE Q M { I ()U5P PEES POST CAP U _ -- I TO MEET I� A MIN.UcJ�! OF HOUSE 1400 0.WOOD BEARING W X.H.C.I. DRAIN LIME TRAM U5P-RTZO HURR CANS ANCHG2 Co,PAC1 Y-NAII SIZE- TO SEPTIC () AT EA.,H RAFTERSYSTEMFiNISHEG Fi.OG2 r I ( A\D QUA'vT"Y C: 6 r M Ag PER MODEL NJ"'IBER V_GYPSUM BOARD I`vTEZIOP R N,8dj\5LS .NG 10 D....; � ; , LOCATIONS OF INTERIOR ELECTRICAL DEVICES (5)odN4P5 \ CRA^fER R =ER TOMANUFA;TvRE¢ PLUMBING RISER DIAGRAM 9 - -- N'SH.1 j'LCNG T c a" (a)Ed NA_51\ 0�_A T ES SCREVv5 AT 1L O.C.PER �� 5ca•.e: NTS (o)cad NALS INTc 5��D5 _ N D SCALE E TABLE R-7023.5 I C:OL;lMN COVER A5 57EC-=D EXT_R:G{SHEATH\G NOTE t FAST=N=D TO WALL 5?JD5 W' I 1.A30`/E GRADE GRAIN PIPES TO BE PVC SCHEDULE GO Gd D=FGR^'ED 5=A\K NAILS I •r r I I c5 A :'`=-'.=2�_AN5 ✓ i PIS= B A,12"O._. P"cE- UR=TRE TED ..-. 2. = G�'� GRA1c 20'\ S TO BE CAST IRON I ?.WATER SU��--"�v;\G SHALL BE COOPER(AST, B-42) I a li GED.AR 5ID'NG,0?Z NA.. L.ALL PIP;NG TG B= SiJ'P02;= IN ACCORDANCE V�1 T H SECTION P2605 (IBC) LONG AT EACH 57uD USP PAU OR.APPRON=:=wJA: \ P05T HOLDER EMB:DD=D \CONC. O • FASTEN TO POST 1�:2=Gc\a'S GdDE=pR`^ED5H4tiKN-AL: : :: . :: p •.'. DOOR SCHEDULE ,4T c 0.G.A':.?�'OGD EDG=: • �: ••+.is ' '� L• • . (�CON( ^GJ\Da-�'U DOCK TAG DOOR SIZE DESCRIPTION REMARKS QTY ANCHOR BG_?S.SPACED PER A OF D .7ESE s N.EC-7. TYP FASTENER SCHEDULE @ COLUMN 0�cgC.u,DLA"=SECTO\.BC.:tt 5-a� Di 2'-4'X 6'-�S" EXTERIOR DOG< ENTRANCE TO P.R. 1 EXTEND 12'N;O GONCRF7 E FO,\:a'C\ A 5ca!e: 1�2` -1'-O" D2 2'-4•" X G'-8' SHC\k cR DOOR CUSTOM 1 M••1 D= "'-O"X G'$" BARN DOOR 1 r a WINDOW SCHEDULE Z o WINDOW TAG V1�INDOW SIZE GcSCRIPTION MANUFACTURER M=G # GAS U-VAL VENTILATION OPE CLEAR QTY TYP 1-5TORY WALL FASTENER SCHEDULE (n A Wl 2=1�•' X 4'-1 4" DOUBLE HUNG A\CERSEN 2C310 5.70 0.32 3.25 3.24 1 Ld w dZ �, ELECTRIC LEGEND 0 o uj SINGLE POLE SWITCH It x S;.AXGI\G SEAM STANDING SEA'`' 12 r , � t-- ADJU5TA5LE SPEED FAN 5WITCH .!r;AL ROOF 12 METAL ROOF U Ld �- o SINGLE Pam SvrITGH(c1MN=_R) _ s Lo^ O DIGITAL THERMOSTAT ' w . ' 5 DUPLEX RECEPTACLE OUTLET cn CV ' 0 r•� (�I m >� DUPLEX RECEPTACLE OUTLET G.F.I. (GROUND FAULT INTERRUPT) AZEK TRI" BOARDS AZ=< ,F U56 CHARGER/TAMPER-RE515TANT SO•A:Z DS g RECEPTACLE - ro X ro —�r-{ PHONE JACK(TO$E DETE2MWED) fi DOOR POG<ET ACQ POST DOOR TO P.R. BEYOND Yv GA6LE TV OUTLET (HARD WIRED) - -----_. .. ._...-...s_..__.... = .; C^OAR PERFEGTIO ---...- o RECESSED DOWNLIGHT ��4:1 HER 5"/ I C I I \" BARN >>EAT�HER SIDING I I <='`N OUTDOOR I DOOR TOM T SHOWER F� PENDANT LIGHTING OUSEpR BENCH BEYOND MATCH H BARN DO I NCH 2O-0 I G b WALL MOUNTED FIXTURE N RECESSED FIXTURE __:_._.....:._-. F RECESSED EXHAUST FAN — — — — - — — — — — — — — — — — — — — ORNAMENTAL CEPINGFAN 4:1 GHT SIDE ELEVATION FRONT ELEVATION AT POOL PAVILION LEFT SIDE ELEVATION z O `T R ELEVATION 8 REAR_ -- _.c'e:V4"_i-G Scale:Zia -Q 6 Scale:l/4" -1'-O" 14-10" � 0 Lu NOTES: 1. CONVENIENCE OUTLETS TO BE PROVIDED IN 4'-4" Ck ACCORDANCE WITH E3901 (IRG) I CEDAR PLANK 6'-O" 2. GROUND FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER ro" X V HIGH WALL AT _ PROTECTIONS IN ACCORDANCE WITH SECT. E3P02 (IRG) 16"X E" GONG HAUNCH AGQ ——— OUTDOOR SHOWER A UNG'cRPARTITIONS POST ---------• ---- (� tY U —-� —— GRAIN ( ` BENCH at o r I x I ♦ 4" 4' O" t9 5'-jo''r i > U ry I I i ( ° " P.R. Z lll II I m I I I CEDAR P�N'<G-o" I c� ----- — I Ll v O I HIG-H!WAL A� 2XB2R 2X'JRIDGE 2X8RR I I I I I I I p� rj, I � I 1G"°C. I I I I I I CUT D�CR s�oWER I `� �� ♦ + Q 2 2xo I ( L J L LINE OF D3 4068 ) I l9 1 .......... r I ° i ccwMN I 12" 5'_2° I p ABOVE — ————— -- 2'-4" -,O" 12" SXARE PER"As'AS --� T COLUMN ON 24"X 2-="X 35" O # HIGH STCNE CLA.i COLUMN ROOF OVERHANG O cv I LIN_ ✓_ I BASE BARN DOOR F- I 2 X G AGQ SILL G° P.C. SLAB ON GRACE R A:7E ANCHOR BOL. .� FINAL MAP ,��¢ �R�P€�;�• o I -�' I G � BLUESTo•= �ATo REVIEWED BY ZBA n /2 `t I D E W, Q I � �c=<�cc�cRET>= C I S I O N# r -�-^ �_vA�OR I -�� .., .,,wwF OVER 6. DATED w _2:\-OP OF WELL 01 58 -1 I I LU PATIO _.- = C=SLAB �� _... �. . _. B ESTONE PA _ � �? qrF of N� f. ————— DE03mmm WAD S.A. AS NOTED ELECTRIC; PLAN O'Scale:v4 -1'=0" ROOF PLAN FOUNDATION PLAN FOR POOL PAVILION J.L.M. J.B. IN-GROUND POOL Dw►vwana SECTION THRU SLAB FOUNDATION 2 FLOOR PLAN FOR POOL PAVILION 4-4mi of A Sale:1/2"=1 0 Scale:l/4"=1'-O" ---------- `----- I UTDOCI `O �6HOWEfj I POOL5TORAGE W T ETa Icu N 4 I d� N N 2-1 91 s 51" z r-z" ®�(�� a1 O FLOOR PLAN a0 1/4"=1' N N RIDGE 0 11.5' O ^^L -� 1- d3 IL _ L (_ J_- --_ — � i.-�� y L Z TOP OF 5U5FLOOR Vj 0' Y�r�r-r - -- W it 00 EAST ELEVATION SOUTH ELEVATION Z UO NORTH ELEVATION 1/4"=1' 1/4"=1 1/4"=1' J Nm nn c- 71 Sc BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ®� ®(/�� 53095 Main Road• P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantesa Office Location: Robert Lehnert, Jr. Town Annex/First Floor ®Nicholas Planamento 54375 Main Road(at Youngs Avenue) Y ® c®UNTi Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD March 21, 2023 Tel. (631) 765-1809 Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Re: Harbes Family Estate, File #7715 715 Hallock Lane, Mattituck SCTM No. 1000-112-1-7.4 Dear Dr. Morreale; We are in receipt of your correspondence, dated March 7, 2023, informing our Board of changes your client would like to make to an approved pool house/shed (ZBA#7715), and documenting same with the submission of"preliminary drawings and illustrations" unsigned and undated. In your letter you inquire as to whether these changes would require the Harbe's family to seek approval for another variance. The original December 15, 2022, approval was for a pool house/shed, located 3 feet from the side property line, measuring 9.5 feet by 15.5 feet (147.25 square feet)for pool storage, half bath and outdoor shower subject to conditions that the pool shed not be used as habitable space, and requiring the applicant to submit to this office dated, signed and sealed architectural plans. Please note that the decision also stated that the approval granted would not be deemed effective until the required conditions were met. To date, no signed and sealed Architectural Plans have been received. The preliminary drawings for the new design, received on March 10, 2023, (undated, unsigned), depict a much larger roofed over pavilion type structure with a seating area, a fireplace with a mounted television, a built-in barbeque, a half bath, enclosed seating/dressing area, and an interior shower, all measuring 350 square feet, located at three feet from the side property line where the code requires a minimum of 25 feet. Although the Board of Appeals can substitute new plans for those that were previously approved for very slight changes, called a de minimum approval, upon review and discussion of your submission at the ZBA March 16, 2023 Special Meeting, the Board unanimously agreed that your request is not de minimus in nature. Not only is the new proposal radically different in design, it is much larger and now includes a shower that is accessed from an interior space which is not permitted by code. Consequently if you wish to proceed with the new design, you will need to apply to the Building Department for a re-evaluation with a new set of architectural drawings showing the final plan and elevations, signed and sealed by a licensed design professional such as art architect or engineer, and an updated survey showing the proposed location for the larger accessory structure signed by a licensed land surveyor. A Notice of Disapproval will be issued and you may submit a new application for variance relief to the Zoning Board of Page 2,DeMinimus Denial Harbes Family Trust, SCTM No. 1000-112-1-7.4 Appeals. We can then schedule a public hearing for your client. In the alternative, the Harbes family can relocate the new design to a code conforming setback in their rear yard and apply to the Building Department for an as of right building permit. Please do not hesitate to contact our office with any questions or concerns. Sin y, 1" Leslie 'anes Weisman Chairperson cc: Michael Verity, Building Department Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 RECEIVED March 7, 2023 k1l,d 10 2023 Leslie Kanes Weisman, Chairperson ZONMG8OARDOFApM S Southold Zoning Board of Appeals P. O. Box 1179 Southold, NY 11971-0959 Re: Harbes Family Estate, LLC 715 Hallock Lane, Mattituck SCTM# 1000-112-1-7.4 ZBA# 7715 Dear Chairperson Weisman: I am once again writing to you on behalf of Edward and Monica Harbes. First and foremost, they wish to express their sincerest gratitude to the ZBA board members for the variance approval which sought relief of the required minimum side yard footage setback of the proposed pool house/cabana. This writing proposes yet another change but this time it may not require an additional variance. Please let me explain. Upon the ZBA's granting approval of the pool house placement, the Harbes family began to study the proposed structure's external features. Simply said, no matter how many redesigns of the external walls they had drawn up, it still did not do justice to the beauty of the surrounding terrain. And it certainly did not provide harmony with the newly constructed house. In the eyes of the Harbes family the problem is quite apparent. The proposed pool house has too many walls and instead of enhancing the environment it would detract from the naturally beautiful scenery. So, they began to study structures with less external walls. A pavilion type of structure, with an openair concept has become the desire facility. The attached preliminary drawings and illustrations are examples of a structure that they would like to substitute for the enclosed type of pool house. In essence they would be reducing the external walls from four to one. This newly proposed structure would have 350 square feet under roof but, other than the bathroom enclosure, it will be without walls on three sides. Dr. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, IVY 11780 Dr.dommorreale@optonline.net (631) 838-8576 We apologize for any extra work this project would impose on the ZBA but, as you can see, in order to proceed we need your advice. On behalf of the Harbes family I thank you. Sincere Dominick J. ?rereale, ED.D. Cc: Edward and Monica Harbes �- K 4ly COUNTY OF SUFFOLK RECEIVED OCT OFFICE OF THE COUNTY EXECUTIVE Zoning Board of A,opeais Steven Bellone SUFFOLK COUNTY EXECUTIVE Sarah Lansdale Department of Commissioner Economic Development and Planning August 24, 2022 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman 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 Barry Ball #7714 Harbes Family Trust, LLC Very truly yours, By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning&Environment H.LEE DENNISON BLDG ® 100 VETERANS MEMORIAL HWY,11th FI ® P.O.BOX 6100 ® HAUPPAUGE,NY 11788-0099 a (631)853-5191 WL)Iob 1(., -7 I� C� OFFICE LOCATION: _.TAILING ADDRESS: I � Town Hall Annex �F SO UT P.O.Box 1179 54375 State Route 25 O�� /y0. Southold,NY 11971 (cor.Main South d, NY Youngs Ave.) Telephone: 631 765-1938 www.southoldtownny.gov Z�l ZZ OOUNT i PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM RECEIVED To: Leslie Weisman, Chair NOV 2:.0 2022 Members of the Zoning Board of Appeals Zoning Hoard of Appeal From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date November 22, 2022 Re: LWRP Coastal Consistency Review for ZBA ' A M AMILY ESTATE,LLC #7715 SCTM# 1000-112-1-7.4. HARBES FAMILY ESTATE,LLC #7715 - Request for a Variance from Article III, Section 280-15 and the Building Inspector's July 15, 2022 Notice of Disapproval based on an application for a permit to construct an accessory pool house/shed upon residential property; at; 1) located less than the code minimum side yard setback of 25 feet; at: 715 Hallock Lane, (Adj. to the Long Island Sound) Mattituck, NY. SCTM#1000-112-1-7.4. 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 proposed action is 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 CEHA; 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 RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT AUG 19 2022 SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Zoning Board of Appeals DATE: July 15, 2022 ��J TO: Dominick Morreale (Harbes Family Estate LLC) 20 Highland Avenue Head of the Harbor,NY 11780 Please take notice that your application received June 8, 2022: For permit to: Construct an accessory pool house at an existing single family dwelling at: Location of property: 715 Hallock Lane, Mattituck County Tax Map No. 1000—Section 112 Block I Lot 7_4 Is returned herewith and disapproved on the fallowing grounds: The proposed accessojy pool house on this confor&ing 187,308 s .ft. parcel in the AC District, is not permitted pursuant to Article X-X f I Section 280-15 (B) which states: lots measuring 80,000 square feet and over in total size require a minimum rear and side yar setback of 25 feet. The survey shows the proposed pool house to be located at 3 feet off of the side property line. \t)JL 1` / C� 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. Fee:S Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE / House No. 715 Street Hallock Lane HamletMattituck SCTM 1000 Section 111 Block_LLot(s) 7.4 Lot Size2Z224��.3 Acres ZonennME�WIVED I(WE)APPEAL THE WRITTEN DETERMINATION OF THE Bj AW& NSPElOV9 2022 DATED BASED ON SURVEY/SITE PLAN DATED Zoning Board of Appeals Owner(s): __ Mailing Address:p0 Box 44 Mattituck, NY 11952 Telephone:631_S35-S4S4 Fax: Email: Edharbes@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Dr.Dominick J Morreale for(30 Owner( )Other: Address:— 20 Highland Ave. St.James,NY 11780 Telephone: 631-838-8576 Fax: Email: Dr.DomMorreale ar,optonline.net Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (K)Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED FOR: (�Building Permit Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of.Zoning Ordinance by numbers.Do not quote the code.) Article: Section: Subsection: Type of Appeal. An Appeal is made for: (AA Variance to tkp Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal(j has, 6C)has not been made at any time with respect to this property,UNDER Appeal No(s). 62-10D Year(s). 1/9.J . (Please be sure to research before completing this question or call our office for assistance Name of Owner: 3g33 ClCj ZBA File# REASONS FOR APPEAL (Ple, .5e specific, additional sheets maybe used wii�:�iparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because:In order to install the water supplyhvaste system so that it is most efficient the pool house should be located as proposed on the survey. This will not characteristically detract from the neighboring properties. If the pool house were to be placed as the code requires,the view of Long Island Sound would be obstructed and diminished. k6 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the appliMGED'dFsQ, other than an area variance,because: Other options for the installation of the water suppl and waste mans cj woul prove to be less effective and potentially problematic. AUG 1 '" L Zoning Board of Appeals 3.The amount of relief requested is not substantial because: It would not interfere or hinder any neighbor and it would allow for an efficient water supply/waste system. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: Not at all. The suggested location for the pool house would place it close to a wood line which runs parallel to a long driveway and less obtrusive than other loccations. The underground pipes would obviously not be visiable and yet allow for efficient systems. 5.Has the alleged difficulty been self-created? {x}Yes,or { } No Why: Because of the need for a pool house that will primarily be used for toileting and storage for pool equipment. Are there any Covenants or Restrictions concerning this land? { } No W Yes(please furnish a copy) A covenant for the well has been required by the DOH. A copy will be providedwhen completed 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.Yes. Signature of Applicant or Authorized Agent p� (Agent must submit written Authorization from Owner) Swo to before me this 0Ci day of 6+- 20,22__. �JIV Notary i EVE L.GATE-SCHWA.MBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec.24,20A� RECEIVED The Harbes Family Estate AUG 19 2022 Variance--Justification onin Board o€Appeals This request to the Southold Town Board of Appeals seeks e ' r - side yard code as stipulated in Zoning 280 attachment 3 and enforced as per the attached notice of disapproval issued by the Southold Building Department. The critical issue has little to do with the above ground factors and all to do with the underground features such as waste lines, water supply lines, leaching pools and the other components of the septic system. When the application to install a pool was submitted the codes concerning side yard boundaries, the distance between water supply lines, waste lines, drain basins and location of the septic system were followed. With the addition of a cabana-pool house, the planning for underground supply water and waste systems became much more complicated. Given the amount of total square footage associated with this property that would seem unlikely. Placement of a pool house should be an easy task, but this R-80 zoned parcel of the property is most unique. It measures 686.83 feet from north to south but only 75.33 from east to west. The first consideration was to place the pool house (which will contain a toilet and hand sink per code) to the west side of the property but when the engineer designed the supply/waste water systems to and from the structure, it was apparent that too many potentially problematic ninety-degree turns would be required. In addition, there were numerous prohibitive factors such as breeching the required distance between supply and waste lines. The east side pool house site, as noted on the survey, was selected as it allows for a route to the septic system without potentially obstructive and consequently problematic waste line configurations. O'no j 'y��►2r , ��y. Dominick J. Morreale 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 October 21, 2022 Donna Westermann RECEIVED Zoning Board of Appeals Town of Southold OCT 2.5 2022 PO Box 1179 Southold, NY 11071-0959 Zoning Board of Appeals Re: Edward and Monica Harbes 715 Hallock Lane, Mattituck SCTM# 1000-112-1- Lots 7.4 & 7.5 Dear Ms. Westermann: This correspondence is in reference to the above noted parcel of land for which we have previously submitted an appeal application to the ZBA. As a part of that appeal, we provided copies of the survey showing the proposed location of the pool house. In addition, the survey displays the wastewater pipe and water supply line connections to the structure. We also filed an application with the Department of Health requesting approval of the wastewater and supply lines. In this regard, attached please find a copy of the letter of approval for the lines up to the connection point of the proposed structure. If and when the ZBA grants approval of the structure, we will then make the connections and request a final inspection of these wastewater/supply lines. We thank you for your attention to this matter and would ask that your inform the Board of this development. Si cer I Dominick orreale, Ed.D. Cc: Edward and Monica Harbes COUNTY OF SUFFOLK =:w r STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner DOMINIC MORREALE October 20., 2022 20 HIGHLAND AVE HEAD OF THE HARBOR, NY 11780 Hallock Lane R-20-0779 Inspection Corrections Required DOMINIC MORREALE, The Office of Wastewater Management has performed an inspection of your site on 10/20/2.022. The following corrections are required: Inspected rest of pool house water line into main house. Need to inspect rest of water line and sewer line once pool house is built. Please do not hesitate to call with any questions. The field inspectors are available between 8:30 a.m. and 9:30 a.m. to answer questions. Regards, Office of Wastewater Management CC: EDWARD & MONICA HARBES KENNETH WOYCHUK DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 Page 1 of 1 PubllcHeatth (631)852-5700 1 Fax(631)852-5755 APPLICANT'S PROJECT DESCRIPTION APPLICANT: Harbes Family Estate, LLC DATE PRE 1.For Demolition of Existing Building Areas J Please describe areas being removed: NA AUG 19 2022 L�\4 on I1.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 15.6'x9.6' Dimensions of new second floor: NA Dimensions of floor above second level: NA Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: No hasement-this pool house will he built like a shed. The floor will be either wood or a concrete slab. III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: This is a wooden shed that i 1 be transported and placed on the designated location or it maybe built on oca on. Number of Floors and Changes WITH Alterations: 1 floor IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Proposed increase of building coverage: Square footage of your lot: Percentage of coverage of your lot by building area: V.Purpose of New Construction: A pool heuse tome used for storage of pool equipment and supplies. it will- a-'s-a- a toilet Mnd h-mnd-sink per eode and DepaFtmeat of — ealth-apprOVRl. VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): in neeordanee with the submitted survey the slop at the southern boarder of the R 80 POFtiOn of the property is at elelfflat-lie-ful =14- OR the Ino-r-t-h-e-r-H h-0aFdeF (south side) the crast of the hiuff is +/ Qom' Tho tog of the bluff'is +/- 101 cz ovc vz v:azz ■ ■ Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction, and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? RECEIVED Yes ___X_�No AUG 19 ZOR B. Are there any proposals to change or alter land contours? Board of Appeals X_No Yes please explain on attached sheet. Zoning C. 1.)Are there areas that contain sand or wetland grasses? Yes 2.)Are those areas shown on the survey submitted with this application? Yes 3.) Is the property bulk headed between the wetlands area and the upland building area? There is no bulkhead/LI Sound beachfront+/-650 feet from proposed pool house 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? NA Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? NA Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? Yes_If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: — House and Pool 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. We plan to apply when the house and pool are completed H. Do you or any co-owner also own other land adjoining or close to this parcel? Yes If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel Single family/Residential and and the proposed use agricultural(R-SO and AC) (ex: existing single family,proposed: same with garage,pool or other) Authorized signature and Date TOWN OF SOUTHOLD °''SUFFack t= BUILDING DEPARTMENT TOWN CLERK'S OFFICE ho ; 'a o,✓�4 �a�g` SOUTHOLD, NY RECEIVED BUILDING PERMIT AUG 19 2022 (THIS PERMIT MUST BE KEPT ON THE PREM SES WITH ONE SET OF APPROVED PLANS AND SPECI I _ rd of Appeals UNTIL FULL COMPLETION OF THE WORK AUTH ) Permit#: 47670 Date: 4/12/2022 Permission is hereby granted to: Harbes Family Estate LLC PO BOX 1524 Mattituck, NY 11952 To: Construct in-ground gunite swimming pool at existing single family dwelling as applied for, with SCHD approval. Maintain minimum 25 foot setback from property lines to pool and equipment as required. At premises located at: 715 Sound Ave., Mattituck SCTM #473889 Sec/Block/Lot# 112.4-7.4 Pursuant to application dated 2/8/2022 and approved by the Building Inspector. To expire on 10112/2023. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector TOWN OF SOUTHOLD Y "T BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY a� RECEIVED BUILDING PERMIT AUG 19 202Z (THIS PERMIT MUST BE KEPT ON THE PREMIS S WITH ONE SET OF APPROVED PLANS AND SPECIFI A�' oard of Appeals UNTIL FULL COMPLETION OF THE WORK AUTHO Permit#: 46118 Date: 4/23/2021 Permission is hereby granted to: Harbes Family Estate LLC _ PO BOX 1524 _ Mattituck, NY 11952 To: remove/relocate existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 715 Sound Ave, Mattituck SCTM #473889 Sec/Block/Lot# 112.4-7.4 Pursuant to application dated 1/29/2021 and approved by the Building Inspector. To expire on 10/23/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,451.60 CO-NEW DWELLING $50.00 DEMOLITION $1,367.20 Total: $4,868.80 Building Inspector Of SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Pi 11 P.O.Box 1179 c#0 Southold,NY 11971-0959 RECEIVED BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG 19 2022 STOP WORK ORDER TO: Harbes Family Estate LLC Zoning Board of Appeals P.O. SoX 1524 Matt tuck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 71-5. Sound.Avenue, Ma- New York- ---. g_- - k TAX MAP NUMBER: 1-000-1 12-1-7.4 Pursuant to Section 144=8 of the Town of Southold Code, you are hereby notified to i im m---ediately suspend all work until this order has been rescinded. BASIS S- OF STOP WORK ORDER: 9209Wgr be-von-d-Le-p-ao -err -it -11B-n 01 ge- ,412-3:2VZO 21. CONDITIONS UNDER WHICH WORK MAY BE RESULTED: Men.-affjq,�esLhay.eEuildinge�artiment -'E -F-DI T ',TEL: ,,C-Q.-M ITT QNS-Af QRSSAID AND TO,COMPL RE FAILM W REME Y 7 He n� I y TI QFL ,W- --.;MA-`Y, d-i" N-- N. 8 AN WCABLE. N- -PUNI g- ff A A DATE March 11, 20212 Sue for uil i g I. spector IT SHALL BE UNLAWFUL TO REMOVE T is OUT WRITTEN CONSENT OF THE ISSUING G. AGENCY. 1 1 FORM NO. 4 TOWN OF SOUTHOLD BUILDINGx DEPARTMENT Office of the Building Inspector ilk Town Hall 1 Southold, N.Y. RECEIVED CERTIFICATE OF OCCUPANCY AUG 19 2022 No Z-18936 Date MARCH 29 1990oning Board of Appeals THIS CERTIFIES that the building ACCESSORY Location of Property 715 SOUND AVE. MATTITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 112 Block I Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 17, 1989 __pursuant to which Building Permit No. 18441-Z dated AUGUST 29, 1989 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 ACCESSORY FARM STAND BUILDING AS APPLIED FOR. The certificate is issued to EDWARD W. HARBES (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL UJA UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED NFA vLA&� Building Ins Actor Rev. 1/61 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. RECEIVED CERTIFICATE OF OCCUPANCY AUG 19 2022 No Z-18937 Date DECEMBER 23, 1992, Zoning Board of Appeals THIS CERTIFIES that the building NEW DWELLING Location of Property 715 SOUND AVE. MATTITUCK, N.Y, House No. Street Hamlet County Tax Map No. 1000 Section 1I2 Block 1. Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 25, 1985 pursuant to which Building Permit No. 14516-Z dated JANUARY 29, 1986 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING The certificate is issued to EDWARD W. HARBES (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, 85-S.0-214-DEC. 1, 1992 UNDERWRITERS CERTIFICATE NO. H-032490 & H-032491 - DEC. 14, 1992 PLUMBERS CERTIFICATION DATED MARCH, 28, 1990 - EDWARD HARBES Building Inspector Rev. 1/81 f Southold Town Board of Appeals �r� MAIN ROAD- STATE ROAD 25 SOUTHOLD. L.I., N.Y. 11971 TELEPHONE(516)765-1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3200 - r1 Application Dated December 16, 1963 (Public Hearing September 13, 984 To: Abigail A. Wickham, Esq. as attorney for [ pellan,Rfi�EIV E D MR. ROBERT ENTENMANN Main Road, Box 1424 AUG 1 9 2022 Mattituck, NY 1195952, At a Meeting of the Zoning Board of Appeals held on October 11# 1984, the above appeal was considered, and the action indicated below poard of Appeals on your [ ] Request for Variance Due to Lack of Access -to—Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section [X] Request for Variance to the Zoning Ordinance Article III , Section 100-31 [ ] Request for Upon application of ROBERT ENTENMANN, 65 Meadow Farm Road, East Islip, NY (by A. Wickham, Esq. for a Variance to the Zoning Ordinance, Article III, Section 100-31, Bulk Schedule for approval of insufficient area and width of parcel to be set-off in this proposed three-lot subdivision of land located at the north side of Sound Avenue, Matti- tuck, NY; County Tax p Parcel No. 1000-112-1-7. ollowing findings and determination: By this appeal, applicant seeks a Variance to Article III, Section 100-31, Bulk Schedule of the Zoning Code for approval of a 1.239-acre parcel of land to be established in the subdivision application before the Southold Town Planning Board referred to as "Parcel One." The subject parcel has an average depth of 718.00 feet and a lot width of 75.44 feet and is at the present time vacant land. Access to the subject parcel is over a private right-of-way, which is within the boundaries of the proposed divisidn of land, and will be subject to the improvements as required by the Planning Board pursuant to New York Town Law, Section 280-A, or by subsequent application to this board. The board members have personally visited the premises in question and is familiar with the immediate area. For the record, it is noted that there is a parcel of land adjoining this parcel on the east that is of the same size and configuration as that proposed. Although there is ample area of the premises in question being approximately 43 acres, to require the applicant to extend the lot another 300+ feet in depth would be creating a lot unusual ,in shape and character and not feasible as buildable area. The board agrees with the reasoning of the applicant. In considering this appeal, the board determines: (a) that the relief as approved is not substantial; (b)',•' that by allowing the relief, no substantial detriment to adjoining properties would be created; (c) that no adverse effects will be produced on available governmental facilities of any increased population; (d) that the relief will be in harmony with and promote the general purposes of zoning; (e) that the variance requested is the minimum necessary; (f) the circumstances are unique; (9) that the interests of justice will be served by allowing the variance, as noted below. Now, therefore, on motion by Mr. Goehringer, seconded by Mr. Douglass, it was (CONTINUED ON PAGE TWO) DATED: October 22, 1984. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) t, r Page 2 - Appeal No. 3200 Matter of ROBERT ENTENMANN Decision Rendered October 11, 1984 RESOLVED, that Appeal No. 3200, application for ROBERT ENTEN- MANN for approval of insufficient area and lot width of "Parcel One" of a size 737' by 75.44 feet in this proposed division of land, BE AND HEREBY IS APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: 1. A 75' wide by 15' strip at the end of the right-of-way along the southerly end of this parcel shall be incorporated into the area of "Parcel One" (for more control and maneuverability RECEIVE D from the right-of-way into the parcel); 2. No reduction of east and/or west (side) yard areas to lass A U G 1 9 2022 than that required by the zoning ordinance. Location of Property: North Side of Sound Avenue, Mattituc ; 1000-112-1-7. Zoning Board of Appeals Vote of the Board: Ayes: Messrs. Goehringer, Doyen, Grigo is, Douglass and Sawicki. This resolution was adopted by unanimous v of all the members. RECEIVED AND FILED BY 'GERAR�OE R�ER ' CHAIRMAN THE SOUTHOLD TOWN CLERK October 22, 19847 DATE io�a3�i�/ HOUR Town Clerk, Town of Southold O�cuf Four�0 ~ o • Southold Town Board of Appeals MAIN ROAD- STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 TELEPHONE(516)765-1809 / ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3433 Application Dated November 21 , 1985 TO: Michael Racz and Gail Dessimoz [Appellant(s)] 208 Fifth Avenue, New York, NY 10010 J. Douglas Peix, 208 Fifth Avenue, New York, NY 10010, as gent RECEIVED At a Meeting of the Zoning Board of Appeals held on Se tember 11 , 1986 G 19 2022 the above appeal was considered, and the action indicated below as taken on your [X] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a Zoning Board of Appeals [ ] Request for Special Exception under the Zonin Article , Section [ ] Request for Variance to the Zoning Ordinance Article Section [ ] Request for Application of GAIL DESSIMOZ and MICHAEL RACZ for a Variance for approval of access, New York Town Law, Section 28 -a over a private right-of-way known as Hallock Lane and referred to as Private Road #10, extending off the north side of Sound Avenue, Mattituck, New York (over and along lands of Charles Simmons and Edward Harbes). County Tax Map Parcels No. 1000-112-1-7 & 8, and to Parcel No. 1000-112-1-4. WHEREAS, a public hearing was held and concluded on August 14, 1986 in the Matter of the Application of GAIL DESSIMOZ and MICHAEL RACZ; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the board members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the board made the following findings of fact: 1. The property to which appellants are requesting New York Town Law, Section 280-a approval, is located in the "A-80" Residential and Agricultural Zoning District as more particularly shown on site plan dated November 1 , 1985, prepared by Peix and Crawford Architecture, contains a total lot area of 1.940x acres and lot width of 124± feet, and is improved with the following structures: (a) single-family, one-story frame dwelling; (b) 12' by 22' garage located in the frontyard area; and (c) a 9' by 16' accessory building, as referred in Certificate of Nonconforming Premises No. Z11990 dated October 11 , 1983 (Carel DeLeeux and Edward Urbanello). This parcel is identified on the Suffolk County Tax Maps as District 1000, Section 112, Block 1, Lot 4, and is referred to as 4255 Private Road No. 10 (Hallock Lane), Mattituck. DATED: September 19, 1986. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appeal No. 3433 Matter of DESSIMOZ AND RACZ Decision Rendered September 11 , 1986 2. By this application, appellants request a variance pur- suant to the requirements of New York Town Law, Section 280-a, as more particularly shown on surveys, #3876-2 revised May 20, �1 1986, and Survey Map of Farm for Herbert M. Reeve Est. dated ^ \ July 7, 1966, all prepared by Roderick VanTuyl , P.G., Surveyor. , 11 3. The right-of-way over which appellants have requeste 280-a consideration is situated at the north side of Sound RECEIVED Avenue, and extends in a northerly direction over lands partly of Simmons and partly of Harbes, a distance of approximately 4,000 feet, to the applicants' property. AUG 19 2022 4. Road Engineer Report No. 523 dated July 7, 1986 indicates as follows: The first 2200± feet is fairly level, with variable width Zoning Board of Appeals from 20 feet at Sound Avenue to 10 feet. The material in this area consists primarily of a mixture of sand, loam, with small, medium and large gravel. There are numerous 3" to 8" deep pot- holes. The next 400± feet has similar materials as above with some potholes and depressions, and average road width of ll± feet. The remaining distance varies from a fl.at profile to a plus grade, with some washout and backfill with large gravel. Material in this last length is sand, loam, small, medium and large gravel with occasional stone blend and averaging ll± feet in width. The existing base, except for depressed areas, is hard- packed and stable. Corrections are recommended for improvement. 5. Appellants have also requested some relief from the greatest requirements normally placed for rights-of-way of this nature inasmuch as they are applying for a building permit only for renovation and repairs to the existing accessory structure (referred to as "cabin" without kitchen facilities). 6. It is noted for the record that the premises in question was the subject of a prior Appeal under No. 3431 rendered March 10, 1986, and that 280-a access is pending with the Town Planning Board concerning a division of land for Charles P. Simmons. 7. The board finds that under the circumstances, the improvements as noted below should be the maximum at this time, to allow for the issuance of a building permit for a renovation and repair of the existing accessory building, and the minimum for proper, sufficient, and safe access by emergency and other vehicles. In granting this limited 280-a variance, the board finds: (a) the relief requested is not substantial; (b) there will be no substantial change in the character of this dis- trict; (c) the relief as conditionally granted will not cause a substantial effect or detriment to adjoining properties; (d) the circumstances of this appeal are unique and there is no other method feasible for appellant to pursue other than a variance; (e) in view of the manner in which the difficulty arose, justice will be served by Page 3 - Appeal No. 3433 Matter of DESSIMOZ AND RACZ Decision Rendered September 11 , 1986 allowing the variance, as conditionally noted below. Accordingly, on motion by Mr. Goehringer, seconded by Mr. Sawicki, it was l RESOLVED, that a variance pursuant to New York Town Law, Section 280-a, for temporary approval of access, BE RECEIVED AND HEREBY IS APPROVED under Appeal No. 3433 concerning premises of GAIL DESSIMOZ AND MICHAEL RACZ, SUBJECT TO THE AUG 1 9 2022 FOLLOWING CONDITIONS: 1. That this 280-a approval is limited requiring minor improvements to the right-of-way in order to allow proper issuance of a building permit for the renovation/repair of Zoning Board of Appeals existing accessory (cabin) structure. No other building permits shall be issued for this property or other properties having this same legal access route until final 280-a has been filed and re-considered. 2. Improvements, within the legal perimeter of the right-of-way for a minimum width of ten (10) feet, without disturbance to nearby trees along the right-of-way, as follows: (a) commencing approximately 2200 feet north of Sound Avenue, regrade with bankrun having a 20% stone content; and (b) filling all potholes and depressions. 3. Continuous maintenance of right-of-way for safe and sufficient access by vehicles. 4. Any other building permits, new subdivisions, set-offs, or construction on this or other premises along this right- of-way shall also be subject to additional application for New York Town Law, Section 280-a, updated access approval. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Douglass, Doyen and Sawicki. This resolution was duly adopted. lk GERARD P. GOEHRINGER, C IRMAN September 19, 1986 I VECEIVED AND FILED BY ` THE SULiTIiOLD TOWI7 CLEM DATE -/i-� HOUR / Town Clerk. Town �'1 � AGI,1` `JLTURAL DATA STATEMENT __'DING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. RECEIVED l. Name of Applicant: Harbes Family Estate,LLC 2. Address of Applicant'715 Hallock Lane Mattituck NY 11952 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: EZonfling Boar o is5. Description of Proposed Project: Construction of a 15.6' x 9.6' pool ho 6. Location of Property: (road and Tax snap number) Hallock Lane SCTM# 1000-112-1-Lots 7.4 and 7.5 7. Is the parcel within 500 feet of a farm operation? 11 Yes { } No IV 8. Is this parcel actively farmed? W Yes { } No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) Signature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comrrients returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. ,r Attachment to: EZoningBoard D 22 Agricultural Data Statement Zoning Board of Appeals ppeals s Town of Southold Agricultural properties within 500 feet of The Harbes Family Estate, LLC. As of August 18, 2022 This list was provided by the ZBA. Ownership and addresses were gathered via the computer data of the Southold Town Assessor's Office. 1000-112.-1-7.2 Harbes Hill LLC PO Box 1524 Mattituck, NY 11952 1000-112.-1-7.5 ✓ Harbes Family Estate LLC PO Box 1524 Mattituck, NY 11952 112.-1-7.6 ✓ Harbes Farm Mattituck LLC PO Box 1524 Mattituck, NY 11952 112-1-8.2 Pangari, Mario and Maria 3 Susan Ct. Glen Cove, NY 11542 120.-1-4 Harbes Family LLC PO Box 1524 Mattituck, NY 11952 120.-1-3 Harbes May D Trust #1 and Harbes, Edward w Jr. Trust #1 PO Box 1524 Mattituck, NY 11952 120.-3-5 / Regina's Garden LLC PO Box 1524 Mattituck, NY 11952 120.-3-4 ✓ Cozy Country Cottage LLC PO Box 1524 Mattituck, NY 11952 120.-3-11.10 No Rock Farm LLC c/o Patricia Divello 220 Blossom Bnd Mattituck, 11952 120.-3-11.� No longer on rolls. Property was subdivided and is now listed as 120.-3-11.19 and 11.20. Owned by Sound Ave. LLC c/o Divello 220 Blossom Bnd Mattituck, NY 11952 _ 617.20 r Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I-PROJECT INFORMATION To be completed 72- licant or Project S onsor1. APPLICANT/SPONSOR PROJECT NAME Harbes Family Estate,LLC Pool House 3. PROJECT LOCATION: ED Municipality Mattituck County Suffolk 4. PRECISE LOCATION(Street address and road intersections,prominent landmarks,etc.,or provide map) Hallock Lane intersects Sound Ave.just east of the Harbes Family Farm stand. The hou a number is 715. Zoning Board Of APPeals 5. PROPOSED ACTION IS: 0 New Expansion Modification/alteration 6. DESCRIBE PROJECT BRIEFLYcThis application seeks relief from the Southold Town code requiring a twenty-five foot distance from the property boarder for the placement of a pool house(shed)on the property.Requested is a variance to place the pool house three feet from the property line. The request is deemed necessary as it will allow for an appropriate and effective water supply and waste system from the pool house to the septic system. 7. AMOUNT OF LAND AFFECTED: Initially Z6 3 acres Ultimately 76 3 acres 8. 'WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? Yes ❑ No If No,describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? xl Residential Industrial Commercial 10 Agriculture ❑x Park/Forest/Open Space Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL)? Yes ® No If Yes,list agency(s)name and permit/approvals: 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? Yes nNo If Yes,list agency(s)name and permittapprovals: Department of Health 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? Yes 0 No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/spons Date: a-- Signature: If the action is in the Coastal Area, and you area state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER I 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? x b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? x 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environment NO YES If Yes,identify: x 8. a.Will the proposed action result in a substantial increase in traffic above prese it levels? YES AUG 19 2022 b.Are public transportation service(s)available at or near the site of the proposed action? Zoning Board of Appea c.Are any pedestrian accommodations or bicycle routes available on or near sit,of the provas d 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: NA 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Well water X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Septic system X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: IN Shoreline ❑Forest W Agricultural/grasslands ❑Early mid-successional J� V&tland ❑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? X 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? ❑NO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 l�\ 18.Does the proposed action include constr�u n or other activities that result in the impounL_�nt of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X v .D 20.Has the site of the proposed action or an adjoining property been the subject f remediation(ongoi or NO YES completed)for hazardous waste? AU G 1 S L� If Yes,describe: X zoning Bud,d of Appeals I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name. Date: 0 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? «/o tie 11. Will the proposed action create a hazard to environmental resources or human health? kn YL f 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 s o -term,long-term and cumulative impacts. RECEIVED AUG 19 2022 Zoning Board of Appeals ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Zoning, A i mils=A vOication RECEIVED AUT1 0RIZATION (Where the Applicant is not the Owner) AUG 19 2022 Zoning Board of Appeals I, o�� a residing at 71 5 �LLoc- L.-le Print property owner's name) (Mailing Address) 1 �.. . y l do hereby authorize it - .low :c S �° (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. (Owner's Si nature) lqo Aj (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and empiovees.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: Harbes Family Estate,LLC-Monica Harbes,Managing Member (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.) 7AUG D TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit 022 Variance x Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Zoning 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 X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of 20 -Signatur;f Print Name 9 ern 4-o 6egoce PAe b� Rorkm �w&5 EVE L.GATZ•SCHWAMBORN OTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec.24,20-&' �HGENT/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 : Dr.Dominick J.Morreale (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 AUG 19 2022 Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Zoning 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 x If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP �b 1 Submi d this day of 1 20 c?�L Signature Print Name b M 11�2A,C Town of Southold �J \ LWRP CONSISTENCY ASSESSMENT F DRM RECEIVED A. INSTRUCTIONS L AUG 19 2022 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Wate wiC,0 hgwA� jw Law. This assessment is intended to supplement other information used -af—Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# woo - 112 - 1 Lots 7.4 and 7.5 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. 13 Building Dept. ® Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Due to water supply and waste water lines installation limitations,an application to erect a pool house closer to the side yard footage allowances(code)was submitted to the town building department and rejected. Location of action: 715 Hallock Lane Mattituck Site acreage: 26,3 RECEIVED Present land use: Residential and agricultural AUG 19 2022 Present zoning classification: AC and -so 2. If an application for the proposed action has been filed with the Town Zoning-Board of Appeals ollowing information shall be provided: (a) Name of applicant: Harbes Family Estate,LLC--Monica Harbes,Managing Member (b) Mailing address: PO Bog 44 Mattituck NY 11952 (c) Telephone number:Area Code 63> 835-8484 Ed Harbes (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LW" Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No © Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 11 Yes 11 No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Ye 0 s D No ® Not Applicable ZA11�� Zoning oars ot 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 0 Yes © No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No ®Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 0 Yes [] No® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. RECEIVED _-.1 ❑ Yes ❑ No® Not Applicable AUG 19 20221 10 Zoning Board of Appeals Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No © Not Applicable 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. ❑ Ye2 No® Not Applicable 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 'n RECEIVED Attach additional sheets if necessa ry Zoning Board of Appeals Policy 11. Promote sustainable use of living marine resources in ong-Nand—S 9 Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. 0 Yes ❑ No ® Not Applicable Created on 512510511:20 AM 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD.......... OWNER --_ STREET -7t 5- -- VILLAGE DIST.1 SUB. L - ar 6ps' Faf"I-Y�s6k wc--,i�)ow)e-j a v6e<, c-- AC - REMARKS TYPE OF BLD. - -•--- ---.___._.-_. ---.� -.. /�/C. - / v�►Q f ` 16( V Le Q, ff PROP. CLASS 3(1/ -7 (L/1 7 7��6 LAND IMP. TOTAL DATE q��' r � _ a0 0 ` DOCK IZQ P .�— d 3 ! UUr'I0 i + aU l .tC� b Z tl� U� �� .-_ Y Yvtt---- --�7— l05'_ 2 -7 2. L4- z a_ - t.... (_ �a { ryes � � zeds yoo /& UO oi¢—!, 12 ��,�4f. - y "o iy 5 Uy, ,p-o Lo w 3 Jl /q -71,6100 71 .> t t FRONTAGE ON WATER TILLABLE ��' S FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL TOWN OF SOUTI ITY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT t4aI be vam1'14 LSOOUC)d A-v-e— �AOJ* 1 12- A--5 9Y ACR. RE AR S u A nq q TYPE OF:BLD. I . � (( PROP CL 12e5 -f4ovke -AvIcl vj Hdldws g2/o vv -19)o-it4 JZ 600-S,;I(?Ie-, Fam we LAND Imp- TOTAL DATE 76 70 - -2- 1 Z/000 iOkD0 /Z;;zoo 4000- - --Zqoo CL U C= o L� Lu UJ LU CD FRONTAGE ON WATER TILLABLE FRONTAGE ON.ROAD + WOODLAND DEPTH I. 3 MEADOWLAND BULKHEAD ........ HOUSE/LOT TOTAL r� ■®■■■t!■■.■■■■■�■■■■■■ fly it,ft, Off �� a'e�FS+err ;xr�t :,r%�' '�'" �."*s � ';ea4ia+ ,s�Mkb ■■■■■�■■■■■■■■� i*f +s a° .nmono ,A. f �*u43 tix: ■■■■■ MIN■■■■■■M1131■ 4 �n.1r`;'tiHS '•c!k'jM1� t y1:Y ++ �.. ■NE■■E■■■ ■■■■■■ ■NONE■■ N■■E■ 1 ■NEE■■ NEON--- ■■■ ■■■■■■ ■■■■®■■■■■■■■ •. r�•Jw •undatio.n Fire Place • u • �� ems• -� ' •f ' �� Rooms S.C.T.M.# DISTRICT 1000 JECTION 112 BLOCK LOT 7.4 & 7.5 #1R-20-0779 SoT TN'D __ C, ISLAND L7S.33 ENEIGHBORS N7603 E— -- - RESIDENCE - RECEIVED NEIGHBORS 4 /^_ RS / TOE 0 BLUFF X_ RESIDENCE AUG 19 2022GARAGE :.. 20 Zoning Board of AppealsGARAGE Awl \ � I . _+'o \ \ `, ay ,. . soJ \ \ RESS OfNEIGHBORS -do— N DRIVEWAY / — 9 \ ) i- - �. POOL LOCATION/ PROP.POOL 100 PROP.POOL CABANA �g0 GPti 96_ / / R1 POOL LOCATION _ r \ ;,Ai ,DO 98 A 96, , NORTH View NORTH EAST View `94 N I ` I 01 v' DWELLINGS o,,,�. \ \ I o `� W/WELL WATER NN a \ „�,,, I ��f, F ! 96/ CY' ' PROPOSED <:• -�o \ 3�7,gyp, ,98 CA3ANA N _ A4L' OF HA.v'8E5 MATTITUCK FARM, LLC �► FILED APRIL 29. 2003 r 00 98 P/O LOT I / R( •"�'f DWELLING -101- u' S.C.T M./1000-1/2-1-7.a / - '9 \ �. W/WELL WATER _ _ � O 4,3 ACRES / / � �` ';�, � PROP.POOL q ZONED I""' / / •O CABANA � O 4. ZONEO - \ / ) 4' - POOL - ? / �,�E f }#1 r cri I R VY LOCATION \ \ T GI NpS�� E I �' r 4 � 4 0s F 96 s. e4� 94 I J g :AND N/F OF ba / / `�9 'r.• _ STATE OF NEW YORK VEL ♦ 14 98 VACANT i o �a W{ PARK AREA /��mNc 150 92/ X / fO WELL /�IfE E / 4 VACANT '150 O4 I i 'c l' / P/O LOT 1 / 1102 ,(► / MAP OF HARSES MATTITUCK FARM, LLC / '00 110940 90 / FILED APRIL 29. 2003 / ,�' t�M <'�. ��' .+'.' , '` ♦ L LAND N/r Or - ' / H S FAMILY ESTATE LLC 66 '. SOUTH EAST View TOWN OFF SOUOUTHOLD (DEVELOPMENT RIGHTS) / S.C.T.M/1000-112-1-75 22.0 ACRES 84- ter. Dominick J. Morreale 20 Highland Avenue Head of the Harbor.. NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 \/FD RECE.�. , Augu t 10, ZQZZ 9 NIZ Zoning Board of Appeals Southold Town Zoning Board of Appeals Southold Town Hall Dear Board Members: On behalf of the Harbes Family Estate enclosed please find nine sets of documents pertaining to an application for a variance for the location of a pool house on the property recorded as Suffolk County Tax Map # 1000-112-1-Lots 7.4 and 7.5. The address of this property is 715 Hallock Lane, Mattituck NY. Should you need any further documentation please do not hesitate to contact me. In advance, I thank you for your consideration in this matter. ere, , Sicw Dominick J. Morreale, Ed.D. Cc: Edward and Monica Harbes i r v ZBA CHECK FEES - 2022 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 8/22/2022 Meringer,Amos 7716 $1,250.00 5198 8/26/2022 8/19/2022 -arb00 Ra I--1 .TrGs �J a WO O 576 8/26/2022 8/23/2022 Tzoumas, Nicholas 7717 $1,000.00 1325 8/26/2022 8/24/2022 KEKJS Headquarters LLC 7718&7719SE $1,000.00 4230 8/26/2022 8/25/2022 460 Oyster Ponds Lane, LLC 7721 $1,000.00 1154 8/26/2022 $4,500.00 ® RECEIVED a UG 26 2022 Ou d�T®wn Clerk —all l `Town of Southold ` P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/26/22 Receipt#: 305322 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7715 $250.00 Total Paid: $250.00 Notes: Payment Type Amount Paid By CK#576 $250.00 Harbes, Monica J&edward Southold Town Clerk's"Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Harbes, Monica J&edward 715 Hallock Ln Mattituck, NY 11952 Clerk ID: LYNDAR Internal ID:7715 ccb2f aa5-738d-4597-802e-clda3dbdda9a I(imf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICE lam/ SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 1, 2022 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 of Southold RECREATION CENTER, 970 PECONIC LANE, PECONIC on THURSDAY, DECEMBER 1,2022: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.- BRANKO AND MARGARET PEROS#7705-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124; and the Building Inspector's June 3,2022 Notice of Disapproval based on an application for a permit to construct second floor additions to an existing single family dwelling and to construct an accessory garage, at; 1)the accessory garage is located less than the code required minimum front yard setback of 35 feet; 2)the addition to the single family dwelling is located less than the code required minimum side yard setback of 10 feet; 3) more than the code permitted maximum lot coverage of 20%; located at: 815 Rabbit Lane,(Adj. to Marion Lake) East Marion, NY.SCTM No. 1000-31-17-18. 10:10 A.M.-MICHAEL RENDEL#7706— Request for 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 legalize an "as built"front stoop and rear deck attached to an existing single family dwelling, at; 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum rear yard setback of 35 feet; located at: 130 West Lake Drive, (Adj.to Little Peconic Bay)Southold, NY.SCTM No.1000-90-1-19. 10:20 A.M.-RICHARD J.SAVARESE#7707- Request for Variances from Article XXIII,Section 280-124; and the Building Inspector's July 7,2022 Notice of Disapproval based on an application for a permit to legalize an "as built" deck addition with a pergola attached 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: 2575 Old Orchard Road, (Adj.to Orient Harbor) East Marion, NY. SCTM No. 1000-37-6-7.1. SOUTHOLD TOWN BD OF APPLS 2 k ccb2f0a5-738d-4597-802e-c1da3dbdda9a kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times 10:30 A.M.-ROBERT YEDID AND ELYSE YEDID#7708,- Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's July 7, 2022 Notice of Disapproval based on an application for a permit to reconstruct an accessory in ground swimming pool, at; 1) more than the code permitted maximum lot coverage of 20%; located at:230 Hippodrome Drive,Southold, NY. SCTM No. 1000-66-2-25. 10:40 A.M.- MATT AND JESSICA CARBALLAL#7709-Request for a Variance 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 screened patio addition attached to a single family dwelling, at; 1) located less than the code required minimum rear yard setback of 35 feet; located at: 450 Bay Haven Lane,Southold, NY. SCTM No. 1000-88-4-23. 10:50 A.M.-STEVE AND FORTUNE MANDARO#7711- Request for Variances from Article XXII,Section 280-10513;Article XXIII, Section 280-124 and the Building Inspector's June 29,2022 Notice of Disapproval based on an application for a permit to relocate, raise and construct additions and alterations to an existing seasonal dwelling to be converted to a single family dwelling, and construct a retaining wall with railing;at; 1) proposed retaining wall with railing exceeds the code permitted maximum 6,5 feet in height when located in or along rear and side yards; 2) dwelling is located less than the code required minimum front yard setback of 35 feet; 3) dwelling is located less than the code required minimum rear yard setback of 35 feet; at: 2135 Bay Avenue(Adj.to Marion Lake), East Marion, NY. SCTM#1000- 31-17-4. 11:00 A.M.-GARY TRAPANOTTO#7712-Request for a Variance from Article III,Section 280-15 and the Building Inspector's August 4, 2022 Notice of Disapproval based on an application for a permit to construct an accessory garage; at; 1) located in other than the code required rear yard; at:4593 Wickham Avenue, Mattituck, NY,SCTM#1000-107-4-8.1. 1:00 P.M.-VASILLIOS PAPAGIANIS AND THEOTOKIS T. DAVAS#7710-Request for Variances from Article III,Section 13-A(1)and 280-15;Article XXIII,Section 280-123; and the Building Inspector's July 15, 2022 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing second single family dwelling and to legalize an"as built" accessory shed; at; 1) second dwelling exceeds one dwelling permitted on each lot; 2) a non-conforming building(second dwelling)containing a non- conforming use shall not be enlarged, reconstructed,structurally altered or moved,unless such building is changed to a conforming use; 3) accessory shed is located less than the code required minimum side yard setback of 20 feet;at: 1345 Chapel Lane, Greenport, NY.SCTM#1000- 45-1-8. 1:10 P.M.-STEPANIE MAZUR 47713 -Request for Variances from Article III,Section 200-15 and the Building Inspector's April 27, 2022,Amended June 27, 2022 Notice of Disapproval based on an application for a permit to demolish and reconstruct an accessory building measuring 22 feet in SOUTHOLD TOWN BD OF APPLS 3 0 ccb2fOa5-738d-4597-802e-clda3dbdda9a kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times height; at; 1) located less than the code required minimum front yard setback of 40 feet; 2) located less than the code required minimum side ^/� yard setback(2 sides) of 20 feet on each side; at:555 West Road 41218,(adj.to Cutchogue Harbor) Z r Cutchogue, NY,SCTM#1000-110-7-7. 1 1:20 P.M.-BARRY X. BALL AND KIMBERLY VAN LEE#7714- Request for a Variance from Article III, Section 280-14 and the Building Inspector's June 15,2022 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; at:39550 NYS Route 25,(Adj.to Gardiners Bay) Orient, NY.SCTM#1000-15-8-26.8, 1:30 P.M.-HARBES FAMILY ESTATE, LLgRequest for a Variance from Article III, Section 280-15 and the Building Inspector's July 15, 2022 Notice of Disapproval based on an application for a permit to construct an accessory pool house/shed upon residential property; at; 1) located less than the code required minimum side yard setback of 25 feet; at:715 Hallock Lane (Adj.to Long Island Sound) Mattituck, NY. SCTM#1000-112-1-7.4. 1:40 P.M.-I(CE NY 26 LLC#7686.-Request for an Interpretation pursuant to Article XV, Section 280-62, and the Building Inspector's April 6,2022, Amended April 13, 2022 Notice of Disapproval based on an application for a permit to construct a new Battery Energy Storage Facility,to determine whether the proposed Battery Energy Storage Facility is a Use Permitted by a Special Exception; located at: 10750 Oregon Road, Cutchogue, NY.SCTM No. 1000-83-3-6.1. 1:40 P.M.- KCE NY 26 LLC#7684SE- Request for Special Exception pursuant to Article XV, Code Section 280-62B(5)to construct and allow for public utility structures and uses; i.e,, battery energy storage system facility; located at 10750 Oregon Road,Cutchogue, NY.SCTM#1000-83-3- 6.1. 1:40 P.M.-KCE NY 26 LLC#7685-Request for Variances from Article XXII,Section 280-109A(1) &(2); Article XV,Section 280-63; and the Building Inspector's April 6, 2022,Amended April 13,2022 Notice of Disapproval based on an application for a permit to construct a new Battery Energy Storage Facility and to subdivide the existing parcel,at 1) proposed created lot shall require direct access to a public street in accordance to NYS Town Law 280-a; 2) height of structure more than the code permitted maximum 35 feet in height; 3) structure,less than the code required side yard setback of 20 feet; located at: 10750 Oregon Road,Cutchogue, NY.SCTM No. 1000-83-3-6.1. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. 4 SOUTHOLD TOWN BD OF APPLS I ccb2f0a5-738d-4597-802e-clda3dbdda9a 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: November 24,2022 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 f Eliot T. Putnam Printed Name Subscribed and sworn to before me, This 28 day of November 2022 A Notary Si nature MARY BETH ALESCIO WALLING NOTARY PUBLIC,STATE OF NEW YORK Registration No,01AL5056219 Qualified in Saratoga County My Commission Expires March 04, 2026 j Notary Public Stamp i SOUTHOLD TOWN BD OF APPLS 1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 'of SU!/T�,� 53095 Main Road•P.O.Box 1179 !� Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento lij'COU Southold,NY 11971 5 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 1, 2022 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold,the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, DECEMBER 1, 2022: 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.qov/agendacenter. Additionally, there will be a link to the Zoom Webinar meeting at http://southoldtownnv.gov/calendar.aspx. 1:30 P.M. - HARBES FAMILY ESTATE, LLC #7715 - Request for a Variance from Article III, Section 280-15 and the Building Inspector's July 15, 2022 Notice of Disapproval based on an application for a permit to construct an accessory pool house/shed upon residential property; at; 1) located less than the code minimum side yard setback of 25 feet; at: 715 Hallock Lane, Mattituck, NY. SCTM#1000-112-1-7.4. 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: htip://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email:kimf@southoldtownny.gov. Dated: November 17,'2022 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53096 0-Min Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 r< ' Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 t Southold, New York 11971-0959 Fax(631) 765 9064 ZONING BOARD OF APPEALS DATE: November 1, 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 December 1, 2022 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. _..........__.___.________ Aelow, please see instructions required to prepare;for the ZBA public hearing which includes:; 'PLEASE READ CAREFULLY. E 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 shouRd be done no Rater than November 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 lour 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 sign2ge visibly on display as required ley law,your scheduled hearing will be adjourned to a later date to ensure comraflance with Chapter 55-1 (2) 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 November 22, 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. f Instructions for ZBA Public Hearing - 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�� November 14,2022. 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@southoldtow=�.gov or elizabeth.sakarellos@town.southold.a.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. Surveyor 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/FinalRoII2021-Amended IMPORTANT INSTRUCTIONS: ; ! ,Scan.and email the USPS,mailing receipts,-green- signature, cards and affidavits toy kimM,southoldtownny.gdV and ** PROMPTLY USPS MAIL** the ORIGINALS to the Town of Southold, ZBA,-P.O..'Box 117.9,`Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present,'the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records 4 INV,YA �P. F;9 n ne %I C meats" Ea! Above: Homepage, Click on Link "Town Records"Weblink/Laserfiche Laserficha Web Link IAIdh;11 f:O Home 81.Me Search TO'.-MOfSoUthdd TownOfScruthold Na— Pagec—E T—pla,--e 2 Entry ProDeFties T, Cl,rl Path t Zoning Scald 01APPeZIS JZ3A) Creation date 4 1 i:-,2:4:A7j P6-- 'J;2 Rr>r 2 29 Entries Lest modified i-T a' AM Me'-1:JU,;S Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. 11 1 - Laserfiche Instructions ZBA Files Page 2 Laserfiche WehLink o., Home Browse searcn ":wn0sou:nold>Zoning Board or Ap Peals(ZBAI Zoning Board ofAppeais namx Pagerount 7—patename (ZBA) Alphabetical Index z Entry Properties .-Board.Actions ' Lase riche Se—Ginces Pd[h r;,.tni)rS51,:.`:c`;.:�:vnr;�;x.. M1tee[Ing ScheLules d `` Cf:.ppedls;tl'..>i MinutesrAgentlasn egal Mooces;Heanngs Creation date Pending Reports Last modified .:23r201'•':.07 la AM "-SPxcal Event Permits -Tra•nmg Requlremencs ZBA Officals Metadata --ZBA:cli<Iez Ilp^ieladata 1 ,b Ersepucns Us(C7de 280-10C(3) 1 lunsdiction Wong 1 —- y ZBA 3cok of Ma"ed 1977 E-vng Lots as —dure&q.Its om,'hrnith:pep-:meat-Usez!' I BU lk icnedules 5 Agreements.Contracts&Leases Pave'4,11 Id Emrles Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions" folder to open. Aj Most Visited &Getting Started O Southold,NY-Officia... °NetZero-My NetZero... .-- Date Duration Calcula... �,�TownOfScuthold-La._ . Southold-Cor Laserfiche WehLink " Home Browse Search TOLvnUS0Uth0id>Zeni;;g S arri of Aq)eal>1_�A)=Baas Actions>Pending Pending Name 9025 MAIN ROAD LLC,CARDIINALE Entry Properties C&L UkUr'-Withdra%vn Path )EMCAP SO 1 LLC PECONIC RECYCLING TRUCK • •• -.r.-y -T:THE ENCLAVES Creation date J#7370-=rend 1000-128-6-6 31-1800'111:'6:..I Asa Last modified 47379-Solutions East 1000-13-3-1 —' 9;30' 3:5.;:"rd rn! _ #7383-Spitler 1000-59-5-8.3 ':;#73345E-HNF Resorts,Mydon Resorts-Campground-1000-40-3-5 Metadata �7385 SE-Fried 1000-50-1-13.1 .J me:3data as_' ned '`! u7386 860 Bayview Drive-LLC 1000-37.-5-10.1 :7387 Hard Corner 1000-61-4-1 ';L1#7387 Hard Corner-SITE PLAN-.Arch Plans 1000-61-4-1 i x7388-MIncon Irrev.Trust 1000-128.-2-20 47389 Benic 1000-71-1-4 a's74106 Nappa 1000-88-1-15 Page) of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 Laserfiche WebLink He;-, A61i, Home Browse Search Z-,g Bce-,u r-&Ai Board Actions Board Actions Name Pa...count Template name :957-1979 Entry Properties i9so-i999 Path 2000 2001 Creation date 2002 2003 Last modified 2004 2 Metadata 2006 2007 200a 2009 201 G flWP.P--ru-2 2011 2013 2111 2015 2016 2017 —11h Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". 017 2017 W -h ,g cap: pa svro:cl:ans a. sa M 7Uz J3s nn 7— Above: See listed File Numbers. Click on file you are searching. P' Laserfiche Instructions ZBA Files Page 4 cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche V.rebLmk Home Browse search .•r:,u:-3arc!I �_� S:rt.i(sul, b; Relevance,+ 7016 Fleur nerve Board Action;.83 p„gcr,} Page count:83 Template name:Board Arnons Reset �a-c-3...:Colin and Kristen Cashel PRGPSRTy LOCATION:162 Lower Shingle Hill,RSher... ?e 4...19,2017 47016.Crtshel SCTM Poo.t 000-9.1-26 m-nius approval to remo... ?aec 5...y19.20179,016.Casnel SCTM No.100G9.1.26 GRANT,the variances as... xsd•:er—, MR'5,e r•.COLIN L KRISTEM CASI;EL SECTION 009 BLtOC.- �ase_J...Thomas A.hlgrenlCashell.PO B.K 332 Fishers Wand.NY... s Show more mformation... '!7018 Page count-.55 Template name:Board Actions u r=:i...0:30 A.M.COLIN CASHLL AND Variance;undo,AmG le Id.S.R,.n ANN... A..ancets)MS T EN CASHN 47016-Reeuest pro0esed ne1Ps located,i other tha... show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. Laserfiche Web Link ;,:;•a?ou.,: =�<p .=u:•:: :, Home Browse Search Tw:nO'S C'1'c'd>vmng 3oa::e+App?sk Q?^q XilnutesrAgendaS/Legal NOtl(ES/Hearings Minutes/Agendas/Legal Name Page count Template name Notices/Hearings 1957-1979 2 Entry Properties - 1980-1999 _ 2000-2009 Path 2J10 :;te=L}!Pay 2011 '"t,r•,:11rnr^ate 2012 Creation date - 201, ., ._-.i_..-,,.,'.I I-201s Last modified 2015 2016 R Metadata -2017 NQ -a,_e,.dw;c,d Pa"e I of I I I Ent, Above: Also, Minutes, Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche Web Link ne M VibLn. -ey Ab-1 Home Browse Search 5-2017 2017 Name Pagecount Templare name ZBA-01/05/2017 2 Entry Properties 7 ZBA-01 10512017 Agenda 4 Path ZSA-01i05/2017 Hear;n, 40 *fAPIC61S ZBA-D7/05/2017 3 -I ZBA-01/19/2017 2 Creation date r2,)'o-1: 14:"-Al Z3A-02/02/2017 7 Lasr modified ZBA-02102/2017 Agenda 4 4 53:59 P?.i ZBA-02J0:12017 Heanng 45 Metxiata Z&A 02.'OZ/2017 LN 3 ZBA-02'16/20I7Ag-da 3 ZBA-02,116/2017 Speclat 3 :,dur,&Result; ZEIA-03/0212017 7 M-OV02/20 1 7 Agenda 4 23A-03M/2017 Heanng .55 ZBA-03/0212017 LN 3 ZBX0 3/1 612 01 7 agenda 3 ZEA-03/16/201-,Specal 3 ZBA-0006/2017 5 ZBA-"106/2017 Agenda j ZSA-0s'06/2017 r,a—g 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 H 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 WEBINARM F linkmhttp://southoldtownny.gov/calendar FAME : HARBES FAMILY ESTATE , LLC #7715 CT M #: I 000= 1 1 2= 1 =7E4 VARIANCE : YARD SETBACK r-I.EQUESTE. CONSTRUCT ACCESSORY POOL HOUSE/SHED DATE : THURS . DEC . 1 2022 1 : 30 PM You may review the file(s) on the town's website under Town RecordslWeblink: ZBAIBoard Actions/Pending. ZBA Office Telephone (631 ) 765-1809 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS 4-to-'a de,6,5 (Name of Applicant/Owner) � p(, ' l 7/S �4,#,C_kLt.'k, Mce.l f c vc� N f SCTM No. 1000- `l ,R— 7 • `� (Address of Property) / f TS Z (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK II I I, V Owner, ( ) Agent Q W R1t.� 4 residing at gGti.1- i New York, being duly sworn, deposes and says that: On the /0 day of NO Vet b -( , 20 , I personally mailed at the United States Post Office in r 4-+' +yAjCJe_ ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the ( ) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to before me this BARBARA H.TANDY 10 day of IV O Vern b-Q-r , 20 o"2'a- Notary Public,State Of New York No. OITA6086001 Qualified In Suffolk County Commission Expires 01/13/20 q73 (Notary Public) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. Postal Postal CERTIFIED MAILO RECEIPT CERTIFIED MAIL@ RECEIPT �- Domestic Mail Only Domestic Mail • nly Lr) CO E3 For delivery information,visit our website at,www.USPS.come. C3 U-- Certified Mail Fee ! 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Sent To \�------ t �\\c?it�------------- --- Sf�ee dA�i ��. (a t t� \ Street endA.No.,or PO Box No C3 �apt.N�o�Pt5 Bo�rjp(o. Ciry,State,ZI +4, Ciry,State, ------------------------------------------------------ PS Form 3800,April 2015r r r r, Reverse :,r 1 r, •,. - P- o�- �1 # -7 TOWN OF SOUTHOLD Aq" ZONING BOARD OF APPEALSC SOUTHOLD, NEW YORKS-l' AFFIDAVIT OF In the Matter of the Application of. POSTING CE45M 4 f 4mrb e 5 (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, w -D 9-1wbe-S residing at , New York, being duly sworn, depose and say that: I am the (V<Owner or ( ) Agent for owner of the subject property On the !o day of 00V150Tb`e-( , 20,;t,-�, I personally placed the Town's Official Poster on subject property located at: Kw4"f:1+act 1 N �' 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. 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Dominick J. Morreale j 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 Rea!VV NOV ti.� 2022 November 21, 2022 g°ate, Ms. Donna Westermann ZOnln9 of Appeals Zoning Board of Appeals PO Box 1179 Southold, NY 11971 - RE: Edward and Monica Harbes ZB Dear M estermann: In accordance with your instructions, each of the owners of the residential properties that were identified by your office has been notified of the change of location of the ZBA hearing scheduled for the above noted appeal on December 1, 2022. The notification was sent via a letter, a copy of which is attached. Please note, the letter was only sent to the residential property owners as the agricultural properties are"all owned by the Harbes family and they are well aware of the change in the location of the hearing. As always, I appreciate your assistance. Si cerel , _Dominick J. Morreale, Ed.D. If you would like any further information about this project please do not hesitate to contact me at 631-835-8484. In advance; Monica and [thank you for your support and look forward to seeing you;at,th6'213A meeting.' Sincerely, Edward Harbes Attachments: ZBA Legal Notice ' 7 Laserfiche Instructions Site Plan 'j. Edward, and,f C, JcaFftWWP, 715..Hallock.L 0 n, c,j. ne PO Box 44 Y 195� Mattituck, NY 1952" c . November 21, 2022 Re: SCTM # 1000-112-'1-74.4 Pool House-side yard.. Variance request of ZBA #7715 Dear Mattituck Neighbor: We previously wrote to inform you of a side yard variance we are seeking from the Southold Town Zoning Board of Appeals (ZBA). Since the writing of that letter we have received a notice from the ZBA that the location of the meeting has been changed. The date of December 1, 2022 and time (1:30 PM) remain the same but the location has been moved to: The Peconic Recreation Center 970 Peconic Lane Peconic, NY. Once again, Monica and I look forward to your support for this request and to seeing you at the meeting. Sincerely, Edward Harbes BOARD MEMBERS ��rjF SOOT J Southold Town Hall Leslie Kanes Weisman,Chairperson yo 53095 Main Road•P.O.Box 1179 !O Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes N ac Town Annex/First Floor, Robert Lehnert,Jr. • �OQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento lif'COU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS August 23, 2022 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 7715 Owner/Applicant: Harbes Family Trust, LLC Action Requested: construct an accessory pool house at an existing single family dwelling Within 500 feet of: (X) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land (X) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: Encls. Site Plan/Survey: Kenneth Woychuk, dated July 27, 2022 BOARD MEMBERS rj� so Southold Town Hall Leslie Kanes Weisman,Chairperson �� '® 53095 Main Road• P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ® a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��C®UNTY, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631)765-9064 August 23, 2022 ROEC 1V E Mark Terry, Assistant Town Planning Director AUG 2 3 2022 LWRP Coordinator Planning Board Office Southold Town Town of Southold Planning Board Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. #7715 —Harbes Family Trust, LLC Dear Mark: We have received an application to construct an accessory pool house at an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: U,euvyyuc,� Encl. Site Plan/Survey: Kenneth Woychuk, dated July 27, 2022 BOARD MEMBERS ®f SO Southold Town Hall Leslie Kanes Weisman,Chairperson �� '® 53095 Main Road-P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento 00UNT`1 Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 -Fax (631) 765-9064 August 23, 2022 Suffolk County Soil and Water Conservation District Attn: Corey Humphrey 423 Griffing Ave., Suite 110 Riverhead, New York 11901 Re: ZBA# 7715 — Harbes Family Trust, LLC Dear Sir or Madam: We have received an application to construct an accessory pool house at an existing single family dwelling, shown on the enclosed survey. The hearing on this application is expected to be held in approximately four weeks. Enclosed is a copy of the site map, together with the application and a copy of the area map. May we ask for your assistance in an evaluation. and recommendations for this proposal. Thank you for your assistance. Very truly yours, Leslie K. Weisman Chairperson By: Encls. Survey/Site Plan: Kenneth Woychuk, last dated July 27, 2022 BOARD MEMBERS ®Su�F®(�� Town Hall Annex Leslie Kanes Weisman,Chairperson 53095 Route 25,Main Road Patricia Acampora �� P.O. Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. ® Telephone(631)765-1809 Nicholas Planamento http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD December 20, 2022 Dominick Morreale 20 Highland Avenue Head of the Harbor,NY 11780 RE: ZBA#7715, Harbes 715 Hallock Lane, Mattituck SCTM No. 1000-112-1-7.4 Dear Mr. Morreale; Transmitted for your records are copies of the Board's December 15, 2022 Findings, Deliberations and Determination,the originals of which were filed with the Town Clerk regarding the above variance applications. Before commencing any construction activities, a building permit is necessary. Please submit two original signed and sealed Architectural Plans of the proposed pool house and outdoor shower, and 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 don't hesitate to contact our office. Sincerely Kim E. Fuentes Board Assistant Encl. cc: Building Department Westermann, Donna From: Westermann, Donna Sent: Tuesday, September 20, 2022 3:04 PM `! To: 'Dr.DomMorreale' Cc: Fuentes, Kim; Sakarellos, Elizabeth `Dl� Subject: RE: Harbes Family Estate LLC#7715 ZBA application V0, Attachments: #7715 survey.pdf,#7715 plan.pdf ✓� Hi Dom, So after reviewing your email,we have some follow up questions. The shed that are your referring to that is moving to the east side of the pool (highlighted in yellow)—is this the same shed that is on the property already? (highlighted in pink) Please see attached copy of survey submitted. If that is the case,,then the survey should reflect the actual size of the pool house requested—9'6" x 15'6". Please have the survey updated accordingly and provide our office with two (2)full size original surveys signed/stamped and six 11x17 copies. Thank you, Donna From: Dr.DomMorreale<Dr.Dom Morreale@opton line.net> Sent: Monday, September 19, 2022 6:03 PM To: Westermann, Donna <donnaw@town.southold.ny.us> Subject: RE: Harbes Family Estate LLC#7715 ZBA application Hi Donna—Sorry for causing confusion. When we started the project the Harbes family had said a 10x16 shed would be a good size for a pool house. Not long afterwards they realized they had a shed on farm that is seldom used and would, with some minor changes, do very well as a pool house. It's actual size is 9'6"x 15'6" and is displayed in the layouts we submitted. Therefore, in all instances concerning the variance the actual size of the pool house is 9'6"x15'6". As always, I thank you for helping in this matter. Sincerely, Dom From: Westermann, Donna Sent: Monday,September 19, 2022 12:54 PM To: Dr.Dommorreale@optonline.net Cc: Sakarellos, Elizabeth Subject: Harbes Family Estate LLC#7715 ZBA application Good afternoon Dr. Morreale, Our office has been reviewing your ZBA application and we notice a discrepancy regarding the size of the pool house/cabana. On the survey it shows 10 ft x 16 ft, and the plans show 15 ft 6 in. x 9 ft 6". Please confirm the size.of the structure so all documentation is correct. Thank you, Donna 1 Dr. Dominick J. Morreale t 20 Highland Avenue Head of the Harbor, NY 11780 Dr.dommorreale@optonline.net (631) 838-8576 December 5, 2022 � ® 6�p1ti Leslie Kanes Weisman, Chairperson pEC pp�►i� Southold Zoning Board of Appeals ��pp►RDOF� P. O. Box 1179 ZON1 Southold, NY 11971-0959 Re: Harbes Family Estate, LLC 715 Hallock Lane, Mattituck SCTM# 1000-112-1-7.4 ZBA # 7715 Dear Chairperson Weisman: With reference to the above noted ZBA application and the ZBA resolution of December 1, 2022, attached please find an addendum that reference the outdoor shower. This shower is intended to be attached to the discussed pool house. On behalf of the Harbes family I thank you for reminding us that the shower needed to be incorporated in the overall pool house proposal. Should you need any further information please do not hesitate to contact me. Si cerel Dominick J. reale, Ed.D. Cc: Edward and Monica Harbes S.C.T.M.# DISTRICT 1000 SECTION 112 BLOCK 1 LOT 7.4 & 7.5 #R-20-0779 SouND ISLA TCH LINE RECEII ! 1 G�oAUG 19 2022 6 6 ,03332,41++ g ' Zoning 3oard' of r,ppeajs --TOE OF BLUFF s ESQ DF .70--/ 1 a r G��B `•i 3A�� ro 0 ss •.fl r � `00 �98 w � 00 \ MIL 1 1 � DWELL \ \ I of w/wEtt WATER a i PROPOSED 9a CA v, TYPICAL DRYWELL CROSS SECTION CABANA Bq \ \ r MAP OF HARSE5 MATTaVCK FARM, LLC .� � (GONG. PRECAST COMPONENTS) c \\ up 0 #10940 0, _ r o 6+3,0s" / ur FILED APRIL 29, 2003 10 5� I O LOT 2 6"SLAB FOR NON-TRAFFIC BEARING s• SLAB FOR TRAFFIC BEARING HEAVY DUTY \ ! P/0 LOT 1 / ! 3 Z APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE �102— } U. �. S.C.T.M.�J000-112-1-7.4 / DWELLING + 0+' �" MIN. 4" DIA. COVER TO GRADE TO EXPANSION RINGS \\ � 4.3 ACRES / / .� rev+ WfWEI L WATER S 6,loq\0 PITCHED 1/s%1' PITCHED 1/8%1' ZONED R_so ' / / 1 0 ZONIED AC IwP a ❑ ❑ ❑ 0 `ENE I : `: ::>:: :f;;:;:i;;;::a 1 fz LAND N/F OF / / Qa STATE OF NEW PORK ( 106 /_, Oi 13 6 VACANT o �, � PARK AREA / / 150' 92/ �9 / s0 "l, 4p 3' MIN. ' V150'� �,�' /// P/0 LOT 1 /� COLLAR MAP OF HARBES MATTITUCK FARM, LLC BACK FILL MATERIAL TO BE 100 #10940 90 / , CLEAN SAND AND GRAVEL FLED APRIL 29, 2003 / LAND N/F OF 69� HARBES FAMILY ESTATE LLC sell / TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) / S.C.LM.#1000-112-1-7.5 22.0 ACRES 64' VACANT - AGRICULTURAL LAND �� DRAINAGE CALCULATIONS: NO STRUCUTRES PROPOSED HOUSE W/COVERED POCHES=4124 SQ.FT. �0 4124 x 0.166-685cf REQUIRED S7 0 PROPOSED GARAGE=805 SQ.FT, 4°03 30„E 805 x 0.166=134cf REQUIRED TOTAL: 819cf REQUIRED - -o.191 (2) 10'DIA x 6' DEEP DRYWELLS=821cf PROVIDED O's�o„t� Z � s�� ss � PROPOSED 1450 S.F. DRIVEWAY EXTENSION 1450 x 0.166=241 cf REQUIRED (1) 8'DIA x 6' DEEP pRYWELt=265cf PROVIDED w o cn � TYPICAL SILT `fl SCREEN SECTION O GEOTEXTILE FABRIC SUPPORT POSTS z WOOD OR METAL FLOW DIRECTION CXCAVATED AND SACKFlLLED TRENCH EXISTING GROUND w !�I I�I�I IJI I I 1 I�I I- �'; ill I- I I�I i- I I�I Imo: .•� � "' �I��Jil I II��I=III�II��I: 1� Ul.-ll-II LIL�II 111I II T MINWim a �O ( l � O w � WELL CONSTRUCTION DETAIL I "=40' #R-20-0779 w q�Z DWELLINGS o W/WELL WATER 1 y� 96 G�P��1. SILT FENCE / PROPOS 3,. ! ' /'` \ �J o +/ 426.85' ! �� o� G'.p \ i 8.50' ! 12'xl6' WELL 9 \ I N 89 53 00 W 00 CABANA W BATH 7 \ I /i98 FFL(101.5 4 RUNFOOT�H \ E FENc c+ i iCX8ML1 INVOUT T o 0 9j" i ' \ SOUND AVENUE o° -.1 �G CLEAN OUT AT . 1. INV 94 2 ,� 30 1 Gi U.P. / / r N F sEPTTc rANK INV. 9i.o ` Y / N ,- / It- _ 25 1O L1cil CKPO� �� NEMIPY ` 1 W rn 1 6' STO P�PV-� OR 100 SEPTIC LOCATION p c� :. o. \ 'RUN J 1 98 POINT"A" POINT"B" \ U z�' \53 e R0 S.T. 21 32.5' \ —102"' S&�� x�W J i U.P. N P/0 LOT 1 P.1 48 rn o orb \ L. GAS $ / / / �2 U g0 �, T g• / ! ZONED R-- o 'p 0,N o ZONED AC oo DRY , LLS 3 C g � Tn !i 0 s.e X 9o�c6\ EPUp j �O \ 1 ° DRY WELL $Ox DEEP �N ,S� 106, 2 1 EX 50\3o P`I 1�A , /a 50 7 BEDROOM SYSTEM o- ag•`°� �• ::a:::s `''� tto c .... 4 SILT FENCE ALONG / P� QQ I / �� S co erg c �.....'�:.:.:.:.: ..�.:. \ i -� 2000 GAL S.T. 10 0x4 EFF DEPTH / + e .••.••••.••I.•.••• :•:•:• cF PROPOSED LIMIT / I pA +.e:.. a p.B::::.:.... �.::::•:....:•.\ OF DISTURBANCE t / I (2)10 Ox8 DEEP L.P. t ::.'a SV cam': ......:.:..,..... : ' LOW IRON 1 ......... ' ::..'..°cLyo •?:':•:::':'_:. .goo ^, '' \\ % J may'' 1 A.3 / dOp dOo w i DRY WELL / -o'/ 1 ELEV. 94.0 - rso, � :;3a...�6:.. / 110*6'DEEIdI i NPR SM . { 1P ta OL D go'� o .�/! SANDY LOAM 96 I aD —2' S6 0 BROWN A 94 O SAND 106 S ' i r N -- 5 \ WELL / �E�.o / 98 PALE Dim P/0 LOT 1 BROWN .t V.INE.., / AGE / MEDIUM MAP OF HARBES MATTITUCK FARM, LLC SP SAND \ !! ��!� DSO/`II\R // #10940 GRAVEL VACANT .. 102 / FILED APRIL 29, 2003 150' / TYPICAL CLEAN OUT \ r�% / // VACANT LAND HARBES FAMILY ESTATE LLC �6= SLATE OR / 100 150 SUITABLE COVER 'N OR PLUG STOPPER END ! TOWN OF SOUTHOLD (DEVELOPMENT RIGHTS) / REVISED SEPTIC LINE 07-27-22 S.C.T.M.#1000- 112- 1 -7.5 NO WATER ADD CABANA/SEPTIC 06-06-22 VACANT — AGRICULTURAL LAND McDONALD GEOSCIENCE 7 3060 LW SEPTIC LOCATION 05-18-22 YE REVISED DRAINAGE 04-01-22 NO STRUCUTRES sL-pr. 2001 REVISED 03-09-22 AS SHOWN ON FILED MAP ADD PROPOSED POOL 01-31-22 FLOW FOUNDATION LOC. 12-14-21 519 00+ a� o� o� a a; UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE£DUCA770M LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION J'F, o36+g0 LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. ap" $6 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 9 vl NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770M OF FENCE$ ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE TIME OF SURVEY aCPO pl SURVEY OR P/O LOT 1 CERTIFIED TO: HARBES FAMILY ESTATE LLC; ZONED AC MAP OF: HARBES MATTITUCK FARM, LLC FRONT SETBACK: 60'MIN 01 FILED: APRIL 29, 2003 No.10940 REAR SETBACK: 75'MIN leoli SITUATED AT: MATTITUCK SIDEYARD SETBACK: 20'MIN, 45' TOTAL S qA oo �j TOWN ORSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC THE WATER SUPPLY. WELD DRYKnLS AND CESSPOOL a LOCATIONS SHOWN ARE FROM F7ELD OBSERVA7701VS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS P.O. Boa 153 Aquebogue, New York 11931 _ �+ + � PHONE (831)298-1588 FAX (631) 298-1688 ELEVATION DATUM: NAVD88 MATCH UN!__ FILE Ii 220-15 SCALE: 1 =80 DATE:FEB. 15, 2020 N.Y.S. LISC. NO. 050882 � w RECEIVED m z m z AUG 19 2022 10'-9" 4'-9" r 4l Zoning Board of Appeals ——————————— —_.-_.— I - I I 2"x 4"@ 16"O.G. 'v g I � m POOL STORAGE BATH 10'-5"X 8'-10" v ———— —————— —— I —— 5ea7 I m -2 m NEw Y ==y 3 M. 3?'�r I --- -- -- ---- I C ° —J ;C (D 1014. 4'-9" cl) O O FLOOR PLAN AREA � 1/4"= 1' 14-150 FT � O a 0 ^^L HIGHEST RIDGE 9.3' m __ W nN� m U�C TOP OF PLATE J, N U a 6.4' w J N W m .p ray►. � V TOP OF 5U5FL00R {�j Ix 0' Do FRONT ELEVATION LEFT ELEVATION RIGHT ELEVATION U ZO 1/4"= 1' 1/4"= 1' 1/4"= 1' J J � O m �OD'D '~ ll•1 -i- -7 41 eta—I— 7,5746� /1� _ - ✓ top / « -7.t. I - 3. 1 �. tip. 1.3.�}i�r�--•.t 5�. �' "� � j�24 -.3-�,�t�,� ••• 11.E -I - �. ro,y� t A0- 3- - tip• 11.�$✓ laR%�. 1• � - ` v n )5 tPol �•� i� \ 3a0,.oJa 3uErcfcwx✓rivcrnx; OII PClc v F SEE SEC.MD. ` w5m31 / __—�_-- ♦ _ —era o,n1-0f 06xx-0] (_y,�/w_ FiMI PGL MO. 4 Fqt PCL.NO uc O 3 ! y� BEE SEC NO ��' $SiCMO. SEE SEC.Ho. " \\�� 12 w tg ` xo-ec y uw,o 9 ;f,,• -4.. For+rcr..Ho. �'�•l I�OOo--19 �y. \'4 t —SEESEC.NO 16 2-0til}t os'• / � `\"\ r "\�`-, 4 'fits _ .. 'ia-.>_--��• \ a�� , �.�� ', �eN •1Y a d. o°r•, \ d � w � fw . 1 i NAILING SCHEDULE (EXPOSURE "B") (1)USP-LSTA30 STRAP AT (1)USP-1-STA30 STRAP AT EACH PAIR OF OPPOSING EACI-PAR OF OPPOSING RAFTERS CONNECTING RAFTERS RAFTERS CONNECTING RAFTERS FINISHED CEILING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING TO RIDGE-(22)10d NAILS TOTAL TORDG_-(22)1Od NAILS TOTAL 4"THRUVENT COMMON NAILS BOX NAILS ALL ARCHITECTURAL AND THERMOSTAT THREE TAB ROOF SHINGLES SECURITY CONTROL PANEL ROOF FRAMING To RECEIVE(6)FASTENERS PER SHINGLE X ALL ARCHITECTURAL AND 4"5. 2"V. THREE TAB ROOF SHINGLES LIGHT SWITCH (MAXIMUM 4 GANG RAFTER TO TOP PLATE (TOE-NAILED) 4 - 8d 3 -10d PER RAFTER To RECEIVE(6)FASTENERS 1Ys° 2" 1Y�" O cv SWITCH TLETS IN CASE THERE --t , PER SHINGLE 1 All 2" 1Y�" ) .,{' CEILING JOIST TO TOP PLATE TOE-NAILED 4 - 8d 3 - 10d PER J0I5T `� ARE MORE WITCHES THAN 4 ADD r*(TOE-NAILED) V. I ADDITIONAL YMMETRICAL OUTLET - ' SHEATHING TO RUN TO 2x PAD 0)USP-RT20 HURRICANE ANCHOR iv CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) , I SET ON DECK$BE FASTENED DROPPED HEA ER —� AT EACH RAFTER GANGS ABO (ro_3+3 OR 5=3+2) ---- RAFTER SLOPE. 3.12 HEEL JOINT 22 - 16d 22 - 40d II W/rod DEFORMED SHANK _ RAFTER SPACING 16"O.G.MAX. 5H R. W.C. z . � ( ) l (9)8d NAILS INTO RAFTER DUPLEX OUTLE NAILS AT 6"O.C.AT EDGES _ F.A.I.FAI w TELEPHONE OUTLETS O 4:12 17- 16d 17- 40d (9)8d NAILS INTO HEADER 2" O = z , 5:12 14 - 16d 14 - 40d GROUND FLOOR EACH LAP I ! 4, m � � BASE in 7:12 10 - 16d 10 - 40d i p)USP PBES POST CAP 2 '� u l TO MEET A MIN,UPLIFT OF HOUSE 0:12 AND GREATER 8 - 16d 8 - 40d 1400 psi WOOD BEARING -i- 4"X.H.C.I. DRAIN LINE /� TRAP (1)USPAT20 HURRICANE ANCHOR I ! CAPACITY-NAIL SIZE CEILING JOIST LAPS OVER PARTITION FACE-NAILED AT EACH RAFTER ! ! AND QUANTITY TO SEPTIC FINISHED FLOOR ( ) \'GYPSUM BOARD INTERIOR RAFTER SPACING 16"O.G.MAX, I RAFTER SLOPE: 3:12 22 - 1rod 22 - 40d FINISH.1-)`LONG TYPE"W' (9)8d NAILS INTO RAFTER I AS PER MODEL NUMBER SYSTEM LOCATIONS OF INTERIO ELECTRICAL DEVICES a 4:12 17- 16d 17- 40d SCREWS AT 12"O.C.PER (4)8d NAILS INTO PLATES REFER TO MANUFACTURER PLUMBING RISER DIAGRAM 9 TABLE R-702.3.5 (0)8d NAILS INTO STUDS Scale: NT5 5:12 14 - 1rod 14 - 40d EACH LAP PR 7:12 10 - 16d 10 - 40d 7n6°APA RATED �— NO SCALE 9:12 AND GREATER 8 - 16d 8 - 40d EXTERIOR SHEATHING i i COLUMN COVER SPECIFIED NOTES: J FASTENED TO WALL STUDS W/ l I rod DEFORMED SHANK NALS I 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 COLLAR TIE TO RAFTER (FACE-NAILED) AT 12"O.C. - ° 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON RECEIVED PRESSURE TREATED POST PER PLANS RAFTER SLOPE: 3:12 7 - lOd 7- 12d 3. WATER SUPPLY PIPING SHALL BE COPPER(A5TM B-42) APR 0 4 2023 4:12 6 - 10d 6 -12d PER TIE a 5:12 5 - lOd 4 -12d CEDAR SIDING,0.12 NAIL, 4,ALL PIPING TO BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 (IRC) 6:12 AND GREATER 4 - 10d 4 -12d 14 LONG AT EACH STUD l.' _ USP PAU OR APPROVED EQUAL ZonFing Board of Appeals POST HOLDER EMBEDDED IN CONC. BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END rod DEFORMED SHANK NAILS '. x FASTEN TO POST W/1245d NAILS O AT roll OL.ALL PLYWOOD EDGES i' '�• : : DOOR SCHEDULE RIM BOARD TO RAFTER (END-NAILED) 2 - 1rod 3 - 16d EACH END - :: . . CONCRETE FOUNDATION it ANCHOR BOLTS,SPACED PER •' E— DOOR TAG DOOR SIZE DESCRIPTION REMARKS 07Y •d PLANS AND WITHIN 12"FROM END WALL FRAMING - OF EACH PLATE SECTION.BOLT SHALL A TYP FASTENER. SCHEDULE @ COLUMN D1 2'-4"X 6'-8" EXTERIOR DOOR ENTRANCE TO P.R. 1 EXTEND 12"INTO CONCRETE FOUNDATION 1 1 •a Scale: 1/2" -,'-O" D2 2'-4"X 6'-8" SHOWER DOOR CUSTOM 1 h•� ]\ TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 - 16d PER FOOT < • D3 4'-0"X ro'-8" BARN DOOR 1 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 1rod 5 - 16d JOINTS -EACH SIDE a o STUD TO STUD (FACE-NAILED) 2 -1rod 2 - 1rod 24" O.C. a n WINDOW SCHEDULE Z a HEADER TO HEADER (FACE-NAILED) trod trod 16" OC ALONG EDGES TYP �-STORY WALL FASTENER SCHEDULE WINDOW TAG WINDOW SIZE DESCRIPTION MANUFACTURER MFG # -Sa FT GLA5S U-VAL VENTILATION OPENIN QTY O TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 - 1rod 2 - 40d PER STUD S cale: 1/2"=T-O" W1 2'-1 8" X 4'-1 DOUBLE HUNG ANDERSEN 20310 5.70 0.32 3.25 3.24 1 I1..i BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2 -1rod 1,2 2 - 16d 1,2 PER FOOT ELECTRIC LEGEND w J Z ENDJOIST OR BLOCKING (FACE-NAILED) N" SINGLE POLE SWITCH FLOOR FRAMING STANDING SEAM STANDING SEAM ADJUSTABLE SPEED FAN SWITCH METAL ROOF 12 METAL ROOF 12 w \:..:. 9 ° 9 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST D 5INGLE POLE SWITCH(DIMMER) 04 \ . T TH T T d 1 d EACH END T \>. I (TOE ILED „• BRIDGING TO JOIST TO NA � <. \< \. > \. t- \\ \\ \..> \. .. D P X RECEPTACLE 0 TLET . . � ��. .. ENE) BLOCKING TO JOIST (TOE NAILED) 2 8d 2 10d EACH Q. DUPLEX RECEPTACLE OUTLET G.F.I. (GROUND FAULT INTERRUPT) m BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 1(5d 4 -1rod EACH BLOCK � U5B CHARGER/TAMPER-RE515TANT -^" AZEK TRIM AZEK TRIM BOARDS U5B RECEPTACLE ) i BOARDS7777 PHONE JACK(TO 6E DETERMINED) - -' ro X 6 r- LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 1rod 4 - 16d EACH JOIST �� 1ZL' ��- DOOR POCKET 771, AGQ DOOR TO P.R, EH GABLE T.V.OUTLET (HARD WIRED) '- I �� °�°` POSTJOIST ON LEDGER TO BEAM TOE-NAILED 3 - 8d 3 - 10d PER JOIST "' ll( ) N>% BEYOND CEDAR PERFECTION � • O REGE55ED DOWNLIGHT 1- 1 SHINGLES 5"/TO BAND JOIST TO JOIST END-NAILED 3 -16d 4 -1rod PER JOIST 1 i WEATHER SIDING I BARN ( ) F PENDANT LIGHTING _1,1__T ! OUTDOORDOOR G ., TO MATCH HOUSE i SHOWER BEYOND BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 1r6d 2 - 1rod PER FOOT WALL MOUNTED FIXTURE T IL, BARN DOOR BENCH 2O40 N 1TL _ R O O F S H E A T H I N G RECESSED FIXTURE ter_ � - - - — — —F REGE55ED EXHAUST AN — 1 \ STRUCTURAL PANELS: PANEL INTERMEDIATE EDGES SUPPORTS %� ORNAMENTAL CEILING FAN U INTERIOR ZONES 8d lad 4" roll �T 8 REAR ELEVATION RIGHT SIDE ELEVATION 5 FRONT ELEVATION AT POOL PAVILION 6 LEFT SIDE ELEVATION z O Scale: 1/4" =1'-O" Scale: 1/4"=1'-O" Scale: 1/4"=T-O" Scale: 1/4"=T-O" - PERIMETER EDGE ZONE 5 8d lOd 4" 4" NOCTONVENIENCE OUTLETS TO BE PROVIDED IN ES: 14-10 W o GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4„ 4" ACCORDANCE WITH EB901 (IRC) 14'-10" 4'-4" 10'-roll —� I 2. GROUND FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER CEDAR PLANK 0-O" CEILING SHEATHING PROTECTIONS IN ACCORDANCE WITH SECT. F-3002 (IRC) lro"X 8"CONC HAUNCH ro"X roll HIGH WALL AT A UNDER PARTITIONS ACQ OUTDOOR SHOWER w � GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD (TYPICAL) POST ——— ————————._———— ^, WALL SHEATHING ty0 — —= DRAIN I Z Iu O I r '� I ` BENCH STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE X I I I I A ♦♦ 4„ 4'-O" 4„ 5'- I U , v 6 EDGES SUPPORTS I I ( I I `4 I ( e- I I P•R• I Z w INTERIOR ZONE 8d 10d roll 12" 2 X 8 RR 2 x 10 RIDGE __ 2 X 8 RR CEDAR PLANK 6'-O" I p2 ca 16" O. ,. I I I I I I HIGH WALL AT I ry ry I o 4' EDGE ZONE 6 8d 10d I I I I I I OUTDOOR SHOWER I �� ♦ ^, + o 6,� ro�, � � I I I I I I 2j2x6 o v FIBERBOARD PANELS: X �9 LINE OF \\. D3 4068 `t I a_ - 7/1ro" rod 3 - 3" EDGE / roll FIELD -I �v �- O I- -1 COLUMN ( ? _ 12 w' 5'-2" ( 0 I I > � 25/32" 8d 3 - 3" EDGE / ro' FIELD J L J L L;J ABOVE —— ————— 2'-4" GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7' EDGE /10" FIELD T-4" 5-2" 4'-4" 6'-O" I C SQUARE PERMA-CAST Q w J # COLUMN ON 24"X 24"X 30" V I HIGH STONE CLAD COLUMN ROOF OVERHANG 0 PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER I LINE OF I BASE BARN DOOR COLI ABOVE FLOOR SHEATHING I I 2 X 6 ACQ SILL Z4" P.C. SLAB ON GRADE JAA�6B D�Q PE STRUCTURAL PANELS: 0 f a BLUESTONE PATIO I GRADE ANCHOR BOLT o _� o I • a • . a = 1" OR LE55 8d 10d roll EDGE /12" FIELD �� (� I SLAB ON GRADE I � „ <a � � GREATER THAN 1" 10d 16d ro" EDGE /roll FIELD Y I 4"POURED CONCRETE SLAB WITH I \ i 6 X 6-1.0/1.0 WWF OVER 6 MIL VAPOR BARRIER ON TOP OF WELL COMPACTED SOIL �\ • �\� 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3" • ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. 0 j ._ I EDGE OF POOL \ \` 2. WHEN WALL REDUCED TO 5 16d PER FOOT. NTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE "'°` a -J' — a e d \' �,�NM �TB .,. 3. GORR0510N RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED;GHEGK IBG FOR ADDITIONAL REQUIREMENT5. 4 ELECTRIC PLAN a \/' DEMOMM 4. ALL QUANTITIES ARE BASED ON 16"OG SPACING FOR RAFTERS,JOISTS AND STUDS, Scale: 1/4 e 1-O ROOF PLAN FOUNDATION PLAN FOR POOL PAVILION �� \\/ S.A. AS NOTED oa►ww er 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLUOING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 3 Scale: 1/4"=1'-O" Scale: 1/4" =1'-O" J.L.M. J.B. FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 1_4„ IN-GROUND POOL oa►wwcNa 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. A SECTION THRU SLAB FOUNDATION n FLOOR PLAN FOR POOL PAVILION 2oF 2 Scale: 1/2" =1'-O" Scale: li4"=1'-O" IL u Pa-VIIA1 S iq ® tic , Ste, lj%ow �. • S L � ' m a, p N Q. O a o ,Q m a c c 0 N 0 Q o 0 0 o Qo�o Q 000 po 0 0 ° 00 °p 0 0 ° 0010 ° p O 0 gip° O ° Z 40 Sa p o 0 Q 000 ° o0 p0o O p • 0 0 0 o ° 0 •p p 0 p • po • o CL• • Q0a o � Qp Q .:o ° ° o o• ao ° O •• O . •o Q Q _e U O -v r( \V 1\ \J� \J� l\LP 1K y^ h Ir I,\ \\ -\{/K , inn UJ </ � UJ _J A U UJ J o LLLJ LO IM � W,UA0 V � one" `. GODE ANALYSIS ENERGY NOTES OCCUPANCY: Residential Single Family Detached NOTE: 1. Calculations are valid up to 5990 degree days, This project complies with the 2020 Residential Code of New York State, the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LI5T OF DRAWINGS REFERENCE STANDARDS: 2020 NYS Energy Conservation Code, NFPA standard 70, "The National Electric Gode'", and the Zoning Code of the Town of Southold 1. All work shall conform to the requirements of the New York State Residential 1 GENERAL NOTES, CODE REFERENCES 2020 Residential Code of NYS 2. Certified conformance for Zone 11B. g Code; all work shell also conform to the requirements of any other Codes and FOUNDATION SYSTEMS: Shall conform with Code sections and Tables 2 PROPOSED FLOOR PLANS As minimum design loads for buildings and authorities having jur!sdiction. The Contractor shall obtain and arrange for all R404,11(1), R404.1.1(2), $ R404.1.2(1)Thru R404.1,2(9) 3 PROPOSED ELEVATIONS/SECTION/DETAILS other structure A5CE7-16 3, Wood framed floors, walls and ceilings shall have an approved required permits, Ha_hectlon, ccrtif rates and tests. ANCHOR BOLT SIZE AND SPACING: 5/8'pJ @ 36" O.G. Climate Zone: 11B vapor barrier(permeance rating of 1.0 perm) installed on the ASPHALT ROOF SHINGLE NOTES U Degree Days:5750 "warm in winter" side of thermal insulation. 2. All foundations shall rest on undisturbed soil of 1 T.S,F, bearing capacity, PROTECTION AGAINST DECAY: Refer to -Section R317 1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall 'nave the level of acceptable bearing strata verified in the field. PROTECTION AGAINST TERMITES: Refer to Section R331 BUILDING PLAN REVIEW NOTE: DESIGN LOADS: 4. Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASTM D-225 Town of-Southold Plans Examiner shall review the enclosed document for minimum Roof: 20 psf ground snow load rating of 03 CFM per square foot of window area. Swinging or D-346, installed in accordance with sect. r 905.2 3. Concrete has been designed in accordance with AGI 318-14"Building Code FLOOR SYSTEM: Shall comply with Chaper 5 acceptable plan submittal requirements of the Town of Southold as specified in the Basic Wind Speed: 130 mph doors shall have a max. air infiltration rate of 0.5 CFM per Requirements for 5-ructural Concrete".All concrete work shall conform to Building and/or Residential Code of the State of New York. This review does not O Uplift: 31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations of ACI-301-16 "Specifications for Structural WALL BRACING SYSTEM: Shall comply with Sections R602.10, guarantee compliance with that code. That responsibility is guaranteed under the seal Dead Loads: 10 psf stainless, aluminum, or copper roofing nails. Fasteners shall be Concrete for Buildings"(fc"=3000 psi);All exposed slabs, and steps shall be R602.10.10, R602.11 e R602.12 and signature of the State of New York licensed design professional of record. That 5. Skylight shafts shall have a minimum insulation value of R-19. minimum 12 gage shanked with a minimum 3/8" dia. head, and of sufficient 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-815 Grade WINDOW ANCHORAGE: Shall comply with Section R609.7 seal and signature has been interpreted as an attestation that to the best of the Table R301.4 length to penetrate through the roofing materials and the sheathing. 60 licensee's belief and information,the work In the document is: Minimum Uniformly Distributed Live Loads ro. Garages-front, sides, doors, interior shall have max. U=.40 WINDOW MULLIONS: Shall comply with Section R609.8 •Accurate in Pounds per Square Foot B.Asphalt roof shingles shall have the minimum number of fasteners as ( P q ) 4. All framing members shall be Hcm-Fir#2 (Fb=850 psi); provide(2)2 x 8 W -J st 7.All fireplaces shall be provided with a damper for outside required by the manufacturer. EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, 'Conforms with governing codes applicable at the time of submission Use Live Loads header over all wall openings, unless otherwise noted. PY m combustion air 150-200 CFM. All flues shall have tight seated R703.4 Refer to Table R703.3.1 for weather-resistant Siding Attachment •Conforms with reasonable standards of practice and with the view to the Exterior Balconies 60 damper with a max. air leakage of 20 CFM, All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the 5. Micro-lam girders (1"IL) shall be laminated veneer lumber with E=2,000,000 and Minimum Thickness. Refer to Table R703.6.1 for Wood Shakes or Z Decks 60 es.g shall have tight-fitting non-combustible doors. roof with no less than four (4)fasteners per strip shingle or two (2) PSI. Fb = 2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. Shingles. safeguard of life, health, property, and public welfare is the responsibility fasteners per individual shingle. of the licensee. Passenger Vehicle Garages 50 8. The Contractor shall submit the design, size and type of FOAM SIDING BACKER BOARD: Shall comply with R316 6. Double frame around all openings, under parallel walls and under bathtubs. Provide PY Attic without storage 10 mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hanger connections at all flush structural load bearing conditions. � � Z W required by the Building Department. shingle where the cave is 20 feet or higher above grade or where the ROOF/CEILING CONSTRUCTION: Shall comply with R802.1 Refer to Z W Attic with storage 20 base wind speed is 120 mph or greater. Rafter Span Tables R802.4.1 1 and 2 . 7. All concrete block shall conform to ASTM C90; Mortar shall be type"M° P O O 6"DIAMETER � LU U Rooms other than sleeping rooms 40 S.All thermostats shall be adjustable from 55 degrees to 0 THE CONSTRUCTION TYPE 85 degrees Fahrenheit, SAFETY GLASS REQUIREMENTS 8. All steel work shoil conform to the requirements of the RISC "Specifications for ROOF ASSEMBLIES: Shall comply with Section R902, R903, R904 DESIGNATION SHALL BE "1", "II", Sleeping Rooms 30 R9045. Stairs 40 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall "III", "IV', "V"TO INDICATE THE 0 a 10.All ducts and pipes shall be insulated as required by code. conform to ASTI"1 a-572 (GRADE 50)and A-501. CONSTRUCTION Guards and handrails 200 ROOF SLOPE: Shall comply with Section R905,2.2 CLASSIFICATION OF THE �- 11. HVAG Contractor shall verify heat loss calculations, 1. Any glazing in any door type, DEFLECTION LIMITS: 9, All electrical work shall conform to local NEC,and Underwriters Laboratory STRUCTURE UNDER SECTION W Rafters with no finished ceiling attached: L/180 2. Glazing in any walls enclosing a shower, tub, a sauna or steam room". requirements. ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) 602 OF THE BCNYS a (] 12.All cellar and/or basement doors shall be insulated, fasteners per strip shingle or(2) fasteners per individual shingle(R905.2.6) O . ■ , J Floors: L/360 w # 13. The Engineer certifies that to the best of his knowledge, 3. Any windows within 24" of a door ". 10. Prc-fabricated fireplaces and flues shall be UL approved. _V g g INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread REFLECTIVE WHITE V Belief, and professional judgement that the plans are in 11. Install smoke detectors and carbon monoxide detectors in accordance with all and smoke-density requirements of Section R702. 13 � WINDOW NOTE FOR LOCATIONS WITHIN compliance with the 2020 Energy Conservation Construction 4. Any individual pane of glass with an area greater than 0.0 sq. ft.where the110 bottom is less than 18" above the adjacent finish floor within Be" of the window. state and local cote requirements. _ ONE MILE OF SHORELINE Code of New York State. (November, 2019) INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section 12. The Contractor shall verify all existing conditions before starting construction and R302.10• REFLECTIVE RED All new windows and glass doors shall meet the requirements of 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-O" of the water"", fi' g g '�PANTONE #187 ^��PE the large missile test of ASTM 1996 and or ASTM E 1986 shall notify the encincer of any ambiguities or discrepancies before proceeding with O. 6. Glazing in stairways and landings within 3'-0" horizontally of a walking surface", the work. If cry questions arise before or during construction as to the intent or GYPSUM BOARD: Shall conform to Section R702,3, The contractor shall provide pre-cutY2' plywood panels to cover details of the drawings, the contractor shall call the Engineer, -. PE, at for clarification and/or instructions. If the contractor fails to follow the above MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: the glazed openings 8,: shall pre-drill edges a+12" o.c, to accept THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE Y2" 2-1/2" #8 wood screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR. Procedure, he shall ossume all responsibility for the consequences of his actions Refer to Section R307.1 for fastening. and/or decisions. DESIGNATION FOR STRUCTURAL STAIR LANDING: Shall comply with section R311.8.2 COMPONENTS THAT ARE OF CLIMATIC, AND GEOGRAPHIC DE51ON CRITERIA TABLE R301.2 (1) 13. The owner shall arrange for supervision of the construction work to ensure TRUSS TYPE CONSTRUCTION compliance with the contract documents. STAIRWAY: Shall comply with Section R311,7 WIND DESIGN SUBJECT TO DAMAGE FROM HANDRAILS: Shall comply with Section R311.7.8 „F„ FLOOR FRAMING, INCLUDING GROUND SEISMIC WINTER ICE BARRIER MEAN 14,When using GIRDERS AND BEAMS SPEED TOPOGRAPHIC 5PEGIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE FLOOD AIR FREEZING g ACQ pressure treated lumber all nails, screws, sill plates and wind DESIGN DESIGN UNDERLAYMENT HAZARDS INDEX ANNUAL straps must be het dipped galvanized or stainless steel fasteners. "R" ROOF FRAMING SNOW LOAD EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED TEMP "FIR" FLOOR AND ROOF FRAMING °E111101 EDM 8CALB `F °F 15.Per r302.13 code, new floor joists at basements only(not crawl spaces): unless B.A. AS NOTED ibe�ft2 MPH PROVIDE TRUSS SIGN IN ACCORDANCE WITH TRUSS SIGN NOTE: using 2x dimcnsionai lumber or microlom joists, 1/2" sheetrock must be installed on when amen MODERATE TO PART 1265 OF NYS CODE INSTALL TRU55 SIGN AT LOCATION OF INCOMING ELECTRIC ES NO BOO 5270 underside of joists(wood-i joists or steel joists), TJI flak jacket to be used in J.L.M. J.B. 20 130 YES NO NO B SEVERE 3'-O" HEAVY place of standard TJI wood-is for exception to code requirement(no sheetrock).11 �" . SERVICE, CONTRACTOR TO FURNISH AND INSTALL �� PROFESSIONALLY FABRICATED SIGN AS DETAILED ABOVE. TRUSS SIGN pF 2 J 0 o p o 0 0 0 0 ° o 0 0 oQo � o Q o o° po o a o o° o 0 ' o 0 0 0 o Qo � ° Q o QQo 0 Q o 0o po o a o 00 °Q o 0 0 0 0° o ooBQ° Q p o Q o p o0 o Q a p° o ° 0 o c ao 0 0 0 0 0 ° aQ p o pc lm a o a o0 0 , QQ Q o 0 0 2 o ° o a ao 0 0 0, ac po°p 00 a0p o • 0 0 a, a o e 13 a°o QD a o a a o oa a Q as Ba o °o O 0 z vs Im /.� I I� z -/.�'��C\`� IN l it Ty 1 1 147 �.i.� LL1 T \ I \ i\ (- \ �\ ,� �c �l \ I � J..LI F V^< Z 0 / rr J </ / _J 'n I v I�J LS, � < Ld _J - X r� J W _L_J lr PROPOSED POOL PAVILION U Z °o w o GENERAL NOTES J 1. Acceptance and/or use of these documents by the Owner is 13. The Architect has not been retained and is not responsible for GENERAL FLASHING AND CAULKING NOTES -_ . GENERAL STAIR NOTE CHIMNEY AND VENTS NOTES 0 the observation of the work unless specifically agreed to In 4.All steel concrete reinforcement shall be billet steel conforming to acknowledgement by the Owner that the documents are basic in Provide copper flashing where framing lumber is in contact with soil All design construction and installation of all stairs shall be the sole All chimney and vents for heat producing appliances and equipment wrtin b the Architect and user of these documents. the latest ASTM requirements. Construction joints shall not be PP g g g �[ nature, one he or his contractors have the expertise and g y permitted without approval and details provided by the contractors or concrete. Provide hidden lead coated copper flashing where tops responsibility of the stair contractor.All stairs shall be in accordance shall conform to chapter 23 of the 2020 IRC International W experience to perform all of the work as indicated. The Architect of roof meet vertical surfaces. Provide lead coated copper step with Chapter 3 of the residential code.All treads and risers shall be residential Code. has not been retained to perform design services for any 14. The design of all HVAC, plumbing, electrical systems, site work, New York State Professional Engineer. PP P P � L'(] sanitary systems, swimming pools, elevators and all other work flashing around all chimneys, skylights and where sides of roof meet In accordance with chapter 3 of the 2020 IRC International Mechanical, Electrical, Plumbing or Sanitary Systems. vertical surfaces.All metal flashing shall extend u vertical) a Residential Code and Amendments 11 and 12 of the 2016 New York CLEARANCE FROM COMBUSTIBLE CONST :UCTION NOTES Z as noted, is the sole responsibility of the user of these 5.All step footings not to be greater than 1 vertical/2 horizontal. 9 p Y minimum of 4"from the roof unless noted otherwise. Flash all roofs State Code Supplement.All risers are closed unless noted Q 2. It is the sole responsibility of the user of these documents to documents and his contractors unless specifically noted All heat producing equipment and appliances shall be in accordance GENERAL FRAMING NOTES as per manufacturer's specifications. Provide lead coated copper drip otherwise. Minimum headroom at stairs is 6'-8" F_ otherwise. The user of these documents shall be responsible for with Section M1306 of the 2020 IRC International Residential obtain all valid permits from all agencies having jurisdiction before edges at all exposed roof edges over fascia/rake boards and over Max. Riser:8y4" startingany work, submitting designs and documents for all HVAC, plumbing and g P g Code � � � U 1. All conventional stress grade lumber for studs, oast, rafters, all windows, doors and openings, or their trims. Provide soldered Min Tread:9"w/o nose Z W electrical systems as required by all authorities having g j � s „ EXHAUST AIR NOTES � headers, beams and girders as indicated in the drawings shall be metal pans under all exterior doors.All flashing is lead coated Min Nose: /4 3. The Architect is not responsible for work performed in jurisdiction.All systems shall be designed and certified by a 9� 9 Q � � Douglas Fir #2 north with E=1 600 000 psi F copper. association with these documents unless the owner has obtained New York state professional engineer. 9 (north) p ' B=850 psi. PP Max nose: a 9 All Fuel fired heating equipm4 t shall meet the requirements of all permits from all authorities having jurisdiction including Town, EXTERIOR WALL, PROJECTION � OPENING NOTES Max Nose Radius: /6" Chapter 15 of the 2020 Ill ternatinal Residential Code. County, State and Federal Authorities (Including, but not limited 15. It is the sole responsibility of the users of these plans to 2. All stress grade framing material and plywood sheathing shall be to, Building Permit, Historic District Permit, Permit Planning and procure and understand all of the information contained in the graded and marked by an approved grading agency. All exterior wall projections, openings and penetrations shall be GENERAL HANDRAIL AND GUARD NOTES COMBUSTION AIR N TES d 0 constructed in accordance with Table R302.10)of the Residential Zoning approval, Town and State Environmental approvals and code references contained in these general notes. Verify all All design construction and installation of all handrails and guards All Fuel fired heating information as required with the architect before proceeding 3. All manufactured framing materials shall be as indicated in the Code.Verify exterior siding at exterior wall with manufacturer for g equipment shol eet the requirements of Suffolk County Department of Health Sanitary Disposal permit) q P g O with the work. drawing and notes.All manufactured framing materials shall be required assembly rating. responsibility of the rail contractor.All handrails and Chapter 17 of the 2020 IRC Interna al Residential Code. W U shall be the sole resansibili GENERAL EXCAVATION � BACKFILLING NOTES installed in strict accordance with the manufacturers guards shall be in accordance with Chapter 3 of the residential code. 6 Q 4. The Architect has not been retained to perform services for the specifications and guidelines.All manufactured framing material Max. 4"clear between vertical balustrades. Top of all rails 36" L J W J # construction phase of this project.The Architect is not GENERAL EXTERIOR WINDOW AND DOOR NOTES above adjacent finished floor. Provide handrails ono SOLAR THERMAL ENERG SYSTEMS NO- ES 1. Excavate all areas as indicated in the drawings.All excavations shall bare the markings of the manufacturer. J pen sides of all responsible for any changes in the work not in conformance with stairs and steps having 3 or more risers. Provide handrails and All solar thermal energy shall be the minimum depth required achieving clean undisturbed See construction notes and window and door schedule notes. P g systems shall con fa to Chapter 23 of U the document unless directed by the Architect in certified written virgin soil with stable moisture content and non-shifting soil 4. All I guards at all open areas 18"or higher above ad T and/or drawn form. g 9 plywood shall be exterior grade (CDX) Fir unless noted.All 9 P g adjacent floor or the 2020 IRC International Residential Code. ,,�� characteristics. The architect has prepared the drawings and plywood sheathing at all walls, floors and roofs shall be installed GENERAL WALL BOARD AND SIDING NOTES exterior grade unless noted otherwise. , pI _ specifications with an assumed design bearing capacity of one ton perpendicular to the framing,All plywood used for subfloors shall ENERGY EFFICIENCY NOTES MI'' ��,10 5. All construction and materials, Including all electric, plumbing and per square foot. It shall be the sole responsibility of the be tongue and groove as needed. Install all plywood at walls as 1. Provide Y2'gypsum board to vi walls and ceilings unless noted `�'` HVAC shall conform to all the requirements of the residential GENERAL SWIMMING POOL, HOT TUB AND SPA BARRIER NOTES The design and construction of all buildings and struc res shall contractor to verify the actual soil bearing capacity of the soils per details.All plywood joints minimum 32"where possible. otherwise. Provide Y" moisture resistant gypsum board at all code,WFCM Wood Frame Construction Manual for one and bathrooms and wet areas.All h conform to Chapter 11 of the IRC International Residen 'al Code. two family dwellings and all other codes, laws, regulations and encountered by conducting tests by an approved agency and gypsum board shall receive one All swimming pools, of-tubs and spas shall meet the requirements of R certified by a New York State professional engineer. The S. Double frame all openings unless noted otherwise. Provide double coat of tape and three coats of spackle minimum.All walls, 6" DIAMETER authorities having jurisdiction. contractor shall not start the work where test indicate soil floor joists under all ceilings, decks and ledges to receive tile shall be on GENERAL GLAZING NOTES J Parallel Portitions unless noted otherwise. e or s e se THE CONSTRUCTION TYPE A s I >t� bearing values less that one ton per square foot.The contractor Y2" cement board. All glazing shall conform to R c ,- 4 G. All contractors shall be licensed and insured as required. �E_ SNATION SHALL BE "I", "ll", f+ shall be responsible for the notification of such findings to the 6. Provide bracing at all floors as per manufacturers specifications. s "I�" " ✓", 'V'TO INDICATE THE architect and shall not proceed with the work until receiving 2. Provide one layer of approved %3"fire rated gypsum board at all GENERAL EMERGENCY ESCAPE AND RESCUE NOTES C STRUCT I N O 7. All construction shall be based on the dimensions as indicated in n1 written instruction from the architect. 7. Provide horizontal solid blocking at all interior partitions at 5'-O" walls and ceiling of all garages and rooms enclosing heat the drawings.Verify all work not dimensioned with the architect s Basements and eve CLA SIFICATION OF THE O.C.vertically maximum unless noted otherwise. producing equipment, Provide one layer of /8 approved fire rated every sleeping room to be provided with at least one O + before the start of the work. Do not scale the drawings for STD J U +- 2. All backfill shall be clean granular fill brought to the heights gypsum wall board over all heat producing equipment at all emergency and rescue opening as per the requirements of R310 of TURE UNDER SECTION dimensions. 60: O THE BCNYS p tf1 - Indicated in the drawings. S. Provide solid blocking to foundation and girders under all unfinished and open basements extend 36" Inches past all heat +he residential code. Clear opening shall be no more that 44"above W _Q) - o 8. The contractor shall be res onsible for verification of all concentrated loads as required, producing equipment. finished floor. 5.7 Sq Ft minimum clear opening, 24" min clear opening s a P 3. No backfill shall be permitted against concrete foundation walls height and 20" min clear opening width. Grade floor openings shall ZEFLE IVE WHITE _U U O O conditions and dimensions with the Architect prior to the start of opening of 5.0 Sq Ft. the work, without floor framing or proper bracing as required to prevent 9. Provide hot dipped galvanized metal connectors, fasteners and GENERAL GARAGE MOTES have a min clear o U X ul damage to the walls. No backfill shall be permitted within a foundation anchors as per details unless otherwise noted . Solid 1. All openings from the garage to the house, basement and attics _U minimum of two weeks after pouring. The contractor shall be fire blocking over all concealed floors and ceilings over all bearing s Q 9. The contractor shall match all existing conditions es they relate responsible for all damage r all concrete work. walls and girders. above the garage shall be provided with approved /4 hour fire GUARDS AND WINDOW FALL PROTECTION NOTE 2EFLECTIVE R 1,►_ _V to all materials, mechanicals, electrical, plumbing, finishes, heights, rated frame and opening protective.All opening protectives shall alignment and dimensions unless Indicated otherwise. be provided with approved self-(closers.All construction shall All guards and window fall protection shall be in accordance with R �ANTONE #187 Aad. E ,' Arm 4. All excavation for concrete piers and footings shall be a minimum 10. Provide approved hot-dipped galvanized metal connectors for all meet the requirements of R309 of the 2020 IRC International of three feet below finished grade. framing connections. For all flush framing connections as GENERAL LIGHT VENTILATION AND HEATING NOTES �ED ARc 10.All materials and products shall be provided as incicated in the Residential Code. + / X\ ti drawings and notes and installed as per all codes and the required for their size and use unless noted otherwise. ER 5. Remove all shrubs, trees and plantings as per the client. Slope all Provide light,ventilation and heat as per R303 of the 2020 Y 'e Q� c manufacturer's specifications and the industries best practices. 2. Slope all garage floors to garage door openings. Provide minimum International Residential Code. Natural lighting shall be provided b finished grades from all construction and provide for on-site 11. Refer to fastening and attachment schedules provided. Nailing g g P y All material and products shall be new and free from damage. 4"vertical step up from garage to house and basement. clear glazing area, Min 8% of aggregate floor area. Natural DESIGNATIO J FOR STRUCTURAL , drainage as per all local building requirements. not included in the schedule shall be in conformity with the 11. All construction shall be level, plumb and true, unless indicated GENERAL CONCRETE NOTES 2020 IRC International Residential Code. SMOKE ALARMS ventilation shall be clear opening minimum 4% of the aggregate floor COMPONEN' 3 THAT ARE OF TRUSS TYPE CONSTRUCTION otherwise.All construction shall be to the lines and dimensions area L 12. All framing exposed to weather and/or in contact with Provide smoke alarm systems as pier residential code.The system shown unless indicated otherwise. 1. All concrete footings, piers,foundation walls and slabs shall have g P ,x5 B shall be hard wired and interconnected.All equipment shall be „F„ FLOOR F ZAAMING INCLUDING �y�' �1 5 8 52 Q4 concrete, masonry, stone or in round shall be approved CHIMNEY AND FIREPLACE NOTES -y a minimum ultimate compressive strength of 3,500 psi at 28 g PP approved, listed and in conformity with NFPA 72. Smoke alarms GIRD .RS AND BEAMS � 12. The Architect is not responsible for construction means, days test. No additives shall be permitted to be added to the mix treated forty year material.All connectors and fasteners in contact with treated lumber shall be zinc coated hot-dipped shall be provided at all sleeping areas, immediately outside of each All masonry and pre-fob fireplaces and chimneys shall conform to "R" Re )OF FRAMING raoXEcrHo,. a+� methods,techniques, sequences, procedure, shoring, bracing, expect all concrete shall be air-entrained.Air content shall be pp sleeping area and a minimum of one per floor including all basements Chapter 10 of the 2020 IRC International Residential Code #2303 4/11/23 protection of life and property or for safety precautions and more than 5%and not more than 7% of concrete volume. galvanized steel, Simpson Z-Max or equal. "FR"and cellars. FLOOR/ ND ROOF FRAMING W programs in connection with the work, and he is not responsible TRUSS SIGN NOTE: � for the contractors failure to perform the work in accordance 2. All concrete shall be formed and protected against freezing. CARBON MONOXIDE DETECTORS INSTALL TRUSS SIGN AT LOCATION OF INC OMING ELECTRIC wrr S A. AS NOTED with the drawings and specification. The Architect is not SERVICE. CONTRACTOR TO FURNISH AND JSTALL J.L.M. F.E. responsible for acts of error or omission by the contractor or 3. All concrete work shall be in accordance with the latest ACI and Provide an approved and listed the R monoxide detection system as PROFESSIONALLY FABRICATED SIGN AS C ETAILED ABOVE, bmWMwa any of his sub-contractors or any persons performing the work. ASTM requirements. per the requirement of R415 of the Residential Code. TRUSS SIGN � OFow• bi AVft no,,,,tr act"f lei CODE ANALYSIS ENERGY NOTES CONTINUOUS RIDGE VENT NAILING SCHEDULE (EXPOSURE "B") OCCUPANCY: Residential Single Family Detached 1. Calculations are valid up to 5999 degree days. 1 J' SIMPSON C520 @ 16" O.C. REFERENCE STANDARDS: (8)8d NAILS EA. SIDE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 2020 Residential Code of NYS 2. Certified conformance for Zone 11B. COMMON NAILS BOX NAILS As minimum design loads for buildings and RIDGE BEAM (SEE PLAN FOR SIZE) other structure ASCE7-16 3.Wood framed floors, walls and ceilings shall have an approved ROOF RAFTERS (SEE ROOF FRAMING Climate Zone:11B vapor barrier(permeance rating of 1.0 perm) Installed on the PLAN FOR SIZE) Degree Days:5750 "warm in winter" side of thermal insulation. RAFTER TO TOP PLATE (TOE-NAILED) 4 - 8d 3 - 10d PER RAFTER DESIGN LOADS: 4.Windows and sliding doors shall have a max. air infiltration SIMPSON L-80 Roof 20 psf round snow load rating of 0.3 CFM per square foot of window area. Swinging EACH SIDE OF p g 9 P q 9 9 OVERFRAMING CEILING JOIST TO TOP PLATE (TOE-NAILED) 4- 8d 3 -10d PER JOIST Basic Wind Speed:130 mph doors shall have a max. air infiltration rate of 0.5 CFM per EACH RAFTER ROOF RAFTERS = <-4"WIDER THAN SIMPSON H2 A C VER FRAMING RAFTERS RIDGE DETAIL AT Uplift:31 psf square foot of door area. \ Dead Loads:10 psf HURRICANE CLIPS CATHEDRAL CEILING @ 1ro" O.C.CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 5. Skylight shafts shall have a minimum insulation value of R-19. = 3'0 LAG BOLT @ RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - 16d 22 - 40d Table R301.4 \ E ACH ROOF RAFTER 4:12 17-16d 17- 40d Minimum Uniformly Distributed Live Loads (5. Garages -front, sides, doors, Interior shall have max. U=.40 6d 14 - 40d per Square Foot SIMPSON L50 ANGLE 5:12 14 - 1 \ / EACH LAP (in Pounds P q ) 7•All fireplaces shall be provided with a damper for outside @ EACH OVERFRAMING a 7:12 10 -16d 10 - 40d RAFTER 9:12 AND GREATER 8 - 16d 8 - 40d Use Live Loads combustion air 150-200 CFM. All flues shall have tight seated � Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) Decks 00 shall have tight-fitting non-combustible doers. / MAIN ROOF RAFTER SLOPE: 3:12 22 - 16d 22 - 40d Passenger Vehicle Garages 50 8.The Contractor shall submit the design, size and type of / ROOF RAFTERS 4:12 17- 16d 17-40d mechanical systems which will be used, in sufficient detail, as RIDGE / TOP PLATE 5:12 14 -lrod 14 - 40d Attic without storage 10 q g P EACH LAP required by the Building Department. a. 7:12 10 - 16d 10 - 40d Attic with storage 20 CONNECTION DETAIL 7:12 AND GREATER 8 -16d 8 - 40d Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to FALSE VALLEY W Sleeping Rooms 30 65 degrees Fahrenheit. CONNECTION DETAIL O COLLAR TIE TO RAFTER (FACE-NAILED) Stairs 40 10.All ducts and pipes shall be insulated as required by code. RAFTER SLOPE: 3:12 7- 10d 7-12d Guards and handrails 200 4:12 ro -10d 6 -12d PER TIE DEFLECTION LIMITS: 11. HVAC Contractor shall verify heat loss calculations. 5:12 5 - 10d 4 -12d Rafters with no f 2SIMPSON H2A Wished ceiling attached: L/180 12.All cellar and/or basement doors shall be insulated. ( ) 6:12 AND GREATER 4 -10d 4 - 12d Floors: L./360 ROOF RAFTER TO ]� WINDOW NOTE FOR LOCATIONS WITHIN 13. The Engineer certifies that to the best of his knowledge, STUD I�••i BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END Belief, and professional judgement that the plans are in ROOF RAFTERS @ 16"O.G. ONE MILE OF SHORELINE compliance with the 2020 Energy Conservation Construction CEILING JOISTS @ 16"O.G. r RIM BOARD TO RAFTER (END-NAILED) 2 -16d 3 - 16d EACH END All new windows and glass doors shall meet the requirements of Code of New York State. (November, 2019) r the large missile test of ASTM 1996 and or ASTM E 1985 WALL FRAMING �" WOOD STUDS ROOF RAFTERS @ 1ro" D.G. (� The contractor shall provide pre-cuty"plywood panels to cover SAFETY GLASS REQUIREMENTSCCD 1ro" O.C. O the glazed openings$ shall pre-drill edges at 12"o.c.to accept SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: I I 1,L I II I SIMPSON C520 0 TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 2 -16d 1 PER FOOT 2-1/2" #8 wood screws and provide adequate number of screws I STUD TO STUD for fastening. 1. Any glazing in any door type. I II II II II II II IIt III �- HEADER SEE PLAN TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1rod 5 - 16d JOINTS -EACH SIDE 8d NAILS @ 6" SIMPSON GM5TG1ro Lt1 All glazing in all buildings and structures in the Windbourne Debris 2. Glazing in any walls enclosing a shower,tub, a sauna or steam room'. FASTEN SHEATHING SI BOTH SIDES OF II II II II II II II II D.C. @ EDGES Region 030 MPH ultimate wind speed or greater and within (1) TO HEADER WITH 8d i t'1 Z s-- STUD TO STUD (FACE-NAILED) 2 -16d 2 - 1rod 24" O.G. one mile of any coast lines) shall provide glazing in accordance with 3. Any windows within 24" of a door`. I I IN PLYWOOD NAILS IN 3"GRIDOPENING, OPPOSITER301 212 of the 2020 IRC international Residential Code or _ IL 11-11I PATTERN AS SHOWN SIDE OF SHEATHING L 11 HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES the Wood Structural Panel Exception contained in R301 21 2. 4. Any individual pane of glass with an area greater than 9.0 sq.fit.where the8d NAILS @ 12" X bottom is less than 18"above the adjacent finish floor within 3ro"of the window. O.C. IN FIELD IN (2)8d NAILS @ 3" O.G. A r 1 Panel Span LLJ IN DOUBLE STUDS V TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 - 16d 2 - 40d PER STUD Fastener Type 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0"of the water". I PLYWOOD Z J O _4'-O" _e-O" _8'-O" I II I �I _T " }��" PLYWOOD SHEATHING Y2 PLYWOOD SHEATHING _ BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2 - 1rod 1,2 2 - 16d 1,2 PER FOOT 21/2" #5 Wood Screws fro" 12" 9" ro. Glazing in stairways and landings within 3-01" horizontally of a walking surface". EXTERIOR FACE;y" EXTERIOR FACE:Y2" GYPSUM � W W ENDJOIST OR BLOCKING (FACE-NAILED) 21/2" #8 Wood Screws 16" 1ro" 12" II II II II II (I II GYPSUM BOARD INTERIOR BOARD INTERIOR FACE WITH �, "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE FACE WITH 5d COOLER 5d COOLER NAILS @ 7" O.C. OJ Notes: GLASS IS MORE THA ro0"ABOVE THE FLOOR. II I) (I II I) II I) II III NAILS @ 7' O.C. (TYPE SOLID BLOCKING AT (n N W F L O O R F R A M I N G 1. Provide minimum plywood p p/6° COX I ood anels. Maximum s an of CSWSP)] [Y2' PLYWOOD SHEATHING JOINTS n Q0 6-01"for every window. Panels to be labeled and pre-cut to II (I II II II II III cover the lazed openings. Su with a r EACH FADE(TYPE 2 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-MAILED) 4 -8d 4 -10d PER JOIST 9 Supply appropriate attachment ASPHALT ROOF SHINGLE NOTES BRACE WALL) DOUBLE STUDS hardware. 1. Asphalt roof shingles shall have self-sealing strips or shall be II I) I) II II II II II I BRIDGING TO JOIST OE-NAILED 2 - 8d 2 - 10d EACH END Interlocking and shall comply with the requirements of ASTM D-225 SOLID BLOCKING @ 2. Fasteners shall be installed at opposing ends of the wood or D-340, Installed in accordance with sect, r 905.2 PLYWOOD JOINTS structural panel. 11 .11- � II-IL-II t e-�- Y2"0 ANCHOR BOLT @ 12" BLOCKING TO JOIST(TOE-NAILED) 2 - 8d 2 -10d EACH END 2.All fasteners for as halt roof shingles shall be galvanized steel, 3. Where screws are attached to masonry or masonry/stucco P g g TRIPLE STUD O.C. W/2"X 2"X Y4' stainless, aluminum, or copper roofing nails. Fasteners shall be SIMPSON STEEL WASHERS (MIN O BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3 - trod 4 -16d EACH BLOCK they shall be attached utilizing vibration resistant anchors minimum 12 gage sharked with a minimum 3/8" dla. head, and of sufficient C920 @ SIMP50N HDU8-SD52.5 ZQ ( ) OF 2) having a minimum ultimate withdrawal capacity of 490 pounds. 4.8"O.C. HOLDOWN AT SHEARWALL �• length to penetrate through the roofing materials and the sheathing. TYPE ��`i5-pF�� BRACE WALL DETAIL W LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4 -16d EACH JOIST %"0 ANCHOR Q 3.Asphalt roof shingles shall have the minimum number of fasteners as ROD _ required by the manufacturer. TYPICAL BRACE WALL DETAIL CS-WSP JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST 4. For normal applications, asphalt roof shingles shall be secured to the ( n 0 FASTENERS V , BAND JOIST TO JOIST (END-NAILED) 3 - 1rod 4 - 16d PER JOIST AS NOTED IN roof with no less than four(4)fasteners per strip shingle or two(2) ROOF FRAMING ROOF FRAMING �L SCHEDULE fasteners per individual shingle. SIMPSON C520 CONNECTOR SIMPSON G520 -1 Cn BAND JOIST TO SILL OR TOP PLATE (TOE-MAILED) 2 - 1rod 2 - 16d PER FOOT DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP Pl. ATE CONNECTORt i 5.Asphalt strip shingles shall have a minimum of six(6) fasteners per OR(2) H2 AT ROOF NOTE: "STORM PANELS" � (V REQUIRED AT ALL NEW shingle where the eave is 20 feet or higher above grade or where the Z base wind speed is 120 mph or greater. ROOF SHEATHING WINDOWS AND DOORS Q .. AND FIXED GLASS PLYWOOD AS STRUCTURAL PANELS: PANEL INTERMEDIATE A5 NOTED GENERAL CONSTRUCTION NOTES: CRIPPLE STUDS t�c RIPPLE STUDS � z W EDGES SUPPORTS 1 II work shall conform to the requirements of the New York State Resi en ' I A S d t,a _L 5 q SIMPSON ST 2215 INTERIOR ZONE 8d 10d 4" roll Code;all work shall also conform to the requirements of any other Codes and HEADER CONNECTOR HEADER STC28N -� authorities having jurisdiction. The Contractor shall obtain and arrange for all H O PERIMETER EDGE ZONE 5 8d 10d HEADER STUDS HEADER STUDS 4" 4" _ FASTENERS required permits, inspection, certificates and tests. CONNECTOR AS NOTED IN O O GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" SCHEDULE 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity, �- contractor shall have the level of acceptabe bearing strata verified in the field. V_ PLYWOOD STRUCTURAL PANEL DETAIL 4'-O" MAX 4'-0"To 12'-0" W CEILING SHEATHING NO SCALE(IN LIEU OF IMPACT RESISTANT GLASS UNITS) 3. All concrete work shall conform to requirements and recommendations of Q ACI-301-90"Specifications for Structural Concrete for Buildings" (fc=3000 GYPSUM WALLBOARD T5d COOLERS 5d COOLERS 7 EDGE/10" FIELD Sheathing attachment as per the 2020 WFGM,Wood Framed psi).All exposed slabs, garage slabs, and steps shall be psi air-entrained. I I TF FULL LENGTH FULL LENGTH d U Construction Manual for one and two family dwellings, Page 149 Reinforcing steel shall conform to ASTM A-613 Grade 60. WALL STUDS WALL STUDS O � O WALL SHEATHING Table 31,140 Mph wind speed, Exposure-B 4. Double frame around all openings, under parallel walls and under bathtubs. Provide �) UPLI I I SIMPSON SIMPSON O U Roof sheathing Maximum nail spacing for 8d common nails NNE TOR _ Simpson hanger connections at all flush structural load bearing conditions. ST2215 MSTC28 Table 310 with 15/32" GDX Plywood sheathing QUIR STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTOR CONNECTOR :a EDGES SUPPORTS S. All concrete block shall conform to ASTM C90; Mortar shall be type"MI. Sheathing Location Spacing At Panel Edges Field NOTE: a INTERIOR ZONE 6 8d 10d roll 12" 12" o.c. roll 12" 6. All steel work shall conform to the requirements of the AISG "Specifications for UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND HEADER TIE GOWN DETAILS Interior Zone AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTOR T „_ , 16"o.c. roll 12" Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall S A 3/8 -1-0 4' EDGE ZONE ro 8d 10d roll 6„ conform to ASTM a-572(GRADE 50)and A-501. WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES 4 Perimeter Edge Zone 12" o.c. roll 12" FIBERBOARD PANELS: i 16" o.c. roll 12" 7. All electrical work shall conform to local NEC and Underwriters Laboratory _O nl requirements. 7/'16" rod 3 - 3" EDGE/6" FIELD Wall Sheathing Maximum nail spacing for 8d common nails p + � O 3 Table 3 10 with 15/32"COX Plywood Sheathing U + U O 6 25/32" 8d - 3" EDGE/G" FIELD 8. Pre-fabricated freplaces and flues shall be UL approved. L U � C 12"o.c. 6" 12" W N � Interior Zone �= a I GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7' EDGE/10" FIELD 16"c.c. roll 12"Interior Install smoke detectors and carbon monoxide detectors in accordance with all ,L s o l!1 12" o.c. roll 12" state and local code requirements. U L 0 N Oil one 4 Perimeter Edge Z L -4 PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER 16"o.c. 6" 12" 10. The Contractor shall verify all existing conditions before starting construction and _U a L shall notify the engineer'of any ambiguities or discrepancies before proceeding with Ultimate Design F L O O R S H E A T H I N G Floor Sheathing Maximum nail spacing for p common nails 9 the work. If any questions arise before or during construction as to the intent or Minimum Wood Minimum Maximum Panel Nail Spacing Wind Speed m h 1L Table 310 with 3/4"Tongue and groove approved COX P g P ( P ) details of the drawings,the contractor shall call the Engineer, . PE, at for Minimum Common Nail Structural Panel Nominal Panel Wall Stud Wind Ex Red�aac�Cal w,Ara,�sa plywood sheathing Sheathing Exposure clarification and/or instructions. if the cont-actor fails to follow the above Span Rating Thickness (in) Spacing (in) Edges Field Category STRUCTURAL PANELS: 12" o.c. roll 12" procedure, he shall assume all responsibility Size Penetration (in) D for the consequences of his actions "RC/yjT , 1" OR LESS 8d 10d roll EDGE /12" FIELD Interior Zone (O.C.) (O.C.) B C ARC 16" o.c. roll 12" and/or decisions. Gj GK E R GREATER THAN 1" 10d 1rod 6" EDGE /6" FIELD �' Q rod 1.5 24/O 3/8" 16" roll 12" 140 115 110 � � 12"o.c. roll 12" `1n 4 Perimeter Edge Zone 11. The owner shall arrange for supervision of the construction work to ensure 8d 1.75 24/16 7/1ro" 16' roll 12" 170 140 135 Mp1 y ✓, 2 fro"o.c. roll 12" compliance with the contract documents. 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED roll ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" 24" 6" 12" 140 115 110 O ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE Notes: 12.When using ACQ pressure treated lumber all nails, screws, sill plates and wind ��P�OOk Ii DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. Z©� 1. Roof and wall sheathing within 4'-0"of the perimeter edge straps must be hot dipped galvanized or s-ainless steel fasteners. 4'-02. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE Including dance on each side of the roof ridges shall be attached � r 15,85 O in accordance with the 4'-0" Perimeter Edge Zone Nailing CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) 4 REDUCED TO 1-16d PER FOOT. rRo,ec.•rr+o��F iOATS' Requirements listed above.All metal connectors and fasteners 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 11ro GAGE STAPLES ARE PERMITTED;CHECK IBC FOR ADDITIONAL REQUIREMENTS. (nails, screws, bolts etc) shall be approved hot dipped WIND DESIGN SUBJECT TO DAMAGE FROM -------...... � -- --- --- --- # O 4/11/23 SEISMIC WINTER ICE BARRIER MEAN E .;� t � � �� GROUND FLOOD AIR FREEZING °'" 1i"e„= l° 01 I galvanized unless noted otherwise.All connectors installed SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE °" "'°`' 01 �� g DESIGN DESIGN UNDERLAYMENT ANNUAL SA. AS NOTED 4. ALL QUANTITIES ARE BASED ON 16"OC SPACING FOR RAFTERS,JOISTS AND STUDS. SNOW LOAD HAZARDS INDEX t . m. CrIl � ' t o pl d, 0 over wall and roof plywood sheathing shall be approved by the EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED TEMP ` I€(1�C 'U' " '`"� ' '' 0 `°'rlOA local building department before installation. u �, , ,G ,,,, ram. J.L.M. F.E. 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EAGH SIDE OF THE ROOF PEAK,THE 4 Ibs/ft2 MPH "F "F ;� �<:.��: 11� . r :.E �...P;� E.�3 :1'1 �:::G x;,C�� t :..., FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ow►wNora, 2. All fasteners for structural framing (nails, screws, bolts, etc) used, y o.-I _-",�� '„tho.€� '`C k�vr"is It"'e (5. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. shall be hot dipped galvanized. 20 130 YES NO NO B SEVERE 3'-D" MODERATE TO 11 YES NO 432 52.70 �' bya • , 2 oF 4 .., b HEAVY �<<�° �OC'�""'` : , _ CONSTRUCTION NOTES CODE REFERENCES: GENERAL NOTES COLUMN FOOTINGS SAFETY GLAZING FOUNDATION SYSTEMS: Shall conform wi n Code sections and Tables Users of these Construction Documents shall refer to the General Provide 3" dia steel columns on 24"x 24" All glazing at all shower enclosures, wet locations and all other R404.1.1(1), R404.1.1(2), $ R404.1.2(1)Thru :404.1.2(9)concrete footings min.12" hazardous locations shall conform to R308 of the 2020 Code. ANCHOR BOLT SIZE AND SPACING: ; ;'0 C 36"O.C. Notes for all other information and requirements of these deep and to bear on virgin soil. Construction documents now contained In these Construction Notes.All specific Code References contained in the General Notes shall TYPICAL SILL AND LEDGE WINDOW FALL PROTECTION PROTECTION AGAINST DECAY. Refer to Bection R317 PROTECTION AGAINST TERMITES: Refer to Section R331 be to the 2020 Residential Code of New York State and the Provide window fall protection at all window openings as per R312 of 2020 Code References contained in these Construction Notes. 1. Provide (1)ACQ treated 2 X 6 plate with copper termite the 2020 Code. shield and sill sealer at top of 8" CMU wall. FLOOR SYSTEM: Shall comply with Ghaper i USERS OF THE CONSTRUCTION DOCUMENTS 2. Provide%" Dia. X 18" anchor bolts at 48"o.c.,filled solid with EMERGENCY EGRESS WALL BRACING SYSTEM: Shall comply wi n Sections R602.10, 1. The Construction Documents are the drawings 1 /7-7/7 and R602.10.10, R602.11 $ R602.12 the agreement between the Architect and the Owner:The 3"x 3" steel washers, min 15" embedment and max 12"from provide as indicated and R310 and R311 of the 2020 Code g corners and 6"from ends. WINDOW ANCHORAGE: Shall comply with Bection R6O9.7 Owner shall inform the Contractor of all pertinent information TYPICAL STAIRS contained in the agreement which may effect his responsibilities 3. Provide 0)ACQ treated 2 X 4 plate with copper termite WINDOW MULLIONS: Shall comply with Se tion R609.8 Including all MISCELLANEOUS PROVISIONS AND Provide new stairs as noted in conformity with R311 of the 2020 shields and Y2' Dia X 12"anchor bolts at 48"o.c. filled solid at tY SERVICES NOT INCLUDED IN THE AGREEMENT. Code. The Architect is not responsible for design details as selected EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, 4"X 8"foundation wall ledge. P s R703.4 Refer to Table R703.3.1 for weathe resistant Siding Attachment 2. All users of these Construction Documents are required to by the Owner. Provide Y2' GWB under all stairs Q q and Minimum Thickness. Refer to Table R70_ 6.1 for Wood Shakes or review and understand the entire contents of the Construction CRAWL SPACE Shingles. Documents, with specific attention to the work the may erform TYPICAL HANDRAILS P Y Y P Provide min. 2"concrete slab on 6 mil polyethylene vapor on min. 6" and their work relationship to other trades, contractors and clean compacted sand and gravel. Provide 2" SFI at inside of all walls Provide handrails and Y2 wall guard at basement stairs and steps as FOAM SIDING BACKER BOARD: Shall car oly with R316 materials. and approved damp proofing at exterior side. indicated and as per R311 of the 2020 Code. The Architect is not responsible for the design and details as selected by the Owner, ROOF/CEILING CONSTRUCTION: Shall cc 1ply with R802.1 Refer to • 3. All written information in the GENERAL NOTES and TYPICAL EXTERIOR WALL including structural and safety requirements, materials, connections Rafter Span Tables R802.4.1(1) and (2). CONSTRUCTION NOTES shall take precedence over detcil and installation with shall be the sole responsibility of the Owner and am drawings; and detail drawings shall take precedence over smaller 1. Provide siding to match existing on #15 saturated building felt or the Contractor. ROOF ASSEMBLIES: Shall comply with Se Lion R902, Il R904 scale drawings, unless noted otherwise. equal on y" CDX APA rated plywood sheathing on 2 X 6 wood R9045. studs at 16" o.c.with closed cell spray foam insulation and GUARDS O 4. The Architect shall maintain the right to issue revisions, fiberglass insulated batt insulation as per Res-check with Y2' ROOF SLOPE:Shall comply with Section RS )5.2.2 corrections, clarifications and addendum as may be required and GWB. Provide guards at all stairs and stairway openings and decks as as determined by the Architect. indicated and as per R312 of the 2020 Code;The Architect is not ASPHALT SHINGLES: Shall be secured to• ie roof with not less than (4) 2. Install sheathing perpendicular to 2 X 6 studs at 16" o.c. Provide responsible for the design and details as selected by the Owner, fasteners per strip shingle or(2)fasteners pe individual shingle (R905.2.6) CONSTRUCTION NOTES solid blocking at all plywood seams. Extend plywood to tops of all including, structural and safety requirements, materials, connections exterior walls and plates and to top of(2) RR at gable end walls. and Installations which shall be the sole responsibility of the Owner INTERIOR FINISHES AND MATERIALS: S, all conform to the fires read 1. The Construction Notes,the Construction Drawings and the P and Contractor. and smoke-density requirements of Section R' �2. Agreement between the Architect and Owner are the tY q � I�1 Construction Documents for the project.The owner and the 3• Provide all nailing, strapping and metal connectors as per detail sheet, and as required to provide for a continuous load path from INSULATION AND VAPOR BARRIERS: Si ill be fire rated per contractors shall construct the project as indicated; and unless roof to foundation system. p Section � they have received certified written, and or, drawn information ENGINEERED LUMBER R302.10. r.. and instructions from the Architect indicating otherwise, s 4. Provide R-15 BFI and /8"fire rated Type X-Gyp Bd at all walls All engineered floor joists,floor sheathing, LVL and PSL framing GYPSUM BOARD: Shall conform to Sectior :;.1702.3. Im 2. The Architect is not responsible for any construction or materials and ceiling of garage. material as noted are"TrusJoist" by"Weyerhaeuser'and shall be which deviate from the Construction Documents. The Architect is TYPICAL FLOOR installed as per the manufacturers specifications. MAINTAIN MINIMUM CLEARANCES TO I iE BATHROOM FIXTURES: Z 0 not responsible for any construction or materials prior to the Refer to Section R307.1 >,,, All PSL as noted are 2.0 E Parallam Owner has received legal permits from all authorities having Provide 3/4'tongue and groove APA approved CDX plywood PSLALL LVL are 1.9 E. Microlom jurisdiction. sheathing, installed with continuous construction adhesive and nailed STAIR LANDING: Shall comply with section F 311.8.2 (n as per nailing schedule on floor joists as noted. Provide R-19 FBI See calculations for all Glue Lam Beams CODE REFERENCES fiberglass batt insulation with krafr paper vapor barrier at warm STAIRWAY: Shall complywith Section R311: side.All finished floor materials shall selected b the Owner. BETTER HEADER HANDRAILS: Shall comply with Section R311. '.8 Z All code references to the"2020 Code" are to the 2020 Y � �-• Residential Code of New York State unless noted otherwise. The All beams and girders with steel plates shall be manufactured by Owner, Contractors, Building Officials and others may go on-line, TYPICAL FLOOR BLOCKING "Better Header"or approved equal. Site constructed flitch plateo a d. contact the Architect or contact local or NYS building and Provide solid PSL floor blocking under all posts and concentrated beams shall not be allowed �- administration officials for further information regarding all code loads to top of girders as noted. U a I references. METAL CONNECTORS J 111 0) � O BY OTHERS FIRE BLOCKING All metal connectors, straps and hold downs are by"Simpson" unless J UJ 0 fire blocking/stopping at entire residence as per P302.11 of noted otherwise.All connectors, straps, nails, bolts and screws are All references to "By Others' shall be defined as other contractors, Provide the 2020 Code. hot dipped galvanized or"Z-Max", details to be provided. UJ J � design professionals or others who are responsible for the design ,_..1 and or construction of the item or assembly being referred to. Items DRAFT STOPPING CONTINUOUS LOAD PATH (n N UJ (y) designated"By Others"are design items that are not included In the Provide a continuous load path from all roofs and exterior walls to agreement between the Architect and the Owner. The Architect is Provide draft stopping as per R302.12 of the 2020 Code. not responsible for any items designated as such. the foundation system as required by the 2020 code and latest GABLE END WALL BLOCKING edition of the WFCM Manual for One and Two Story Dwellings for the 140 mph wind zone and as per any additional local building MATERIALS AND ASSEMBLIES Provide two rows of full member depth solid blocking perpendicular to department requirements. 1. All construction, materials , products and assemblies shall be new all roof rafters, ceiling joists and second floor framing at max 48" and approved for use by the 2020 Residential Code of NYS, o.c. at all gable end walls. Provide%"20 gage galvanized metal SMOKE ALARMS [ l strapping at to of blocking with Sd common nails at 12"o.c. and �J The latest edition of the WFCM for One and Two Family PP g P g Provide a hardwired and interconnected system as per R314 of the Dwellings and all authorities having jurisdiction. extend strapping over side wall with 00) Sd common nails to the 2020 Code. 0 exterior wall stud before installing exterior sheathing. 2. All materials, products, and assemblies shall be installed as per TYPICAL INTERIOR WALL CARBON MONOXIDE DETECTORS W O the manufacturer's specifications for the climatic and wind region as Indicated, such manufacturer's specifications shall take Provide a hardwired and interconnected system as per R315 and Provide wood stud walls as per drawings with solid blocking at R915 of the 2020 Code and any other local authorities having �precedence when indicated over other authorities. mid-height. Provide optional sound butt insulation and other sound O deadening remedies after verifying with the Owner. jurisdiction. SOIL BEARING � .. MECHANICAL ROOM All concrete footings and piers shall bear on undisturbed virgin soil METAL STUDS unless otherwise specified herein. The contractor shall not proceed s 1. Remove existing HVAC and Hot water heater, Provide a two (2) with the work and shall notify the architect where concrete footings Provide /e"fire rated Type 'X" gyp bd on 18 Ga. 2"x 2" metal zone HVAC system with hot water storage. Provide separate non-bearing studs at 16" o.c. at all sides of existing first floor fire (V and piers as indicated do not bear on undisturbed virgin soil.All Mechanical Room intake and exhaust air ventilation system. undisturbed soils have an assumed minimum soil bearing capacity of place and existing second floor chimney as per the drawings. O .-- 1,500 psf as permitted by the 2020 Code. 2. Provide a whole house mechanical ventilation system with exhaust TYPICAL BASEMENT WALL fans to the exterior at all bathrooms. Provide exhaust ventilation at -J U BACK FILL Provide R-14 closed cell 5FI at exterior wall, seal exposed 5FI as stove at the exterior. > w Z W g required. < W ENERGY EFFICENCY d q) All back fill shall be clean sand and ravel. Back fill after floor framing has been completed. INSULATION All construction and materials shall conform to NYS Res-Check -J O � O ENGINEERED FILL 1. Provide fberglass batt insulation FBI and closed cell spray foam requirements and Part IV of the 2020 code. See attached Q Insulation SFI at all exterior walls as noted in the drawings and Res-Check report. Caulk and seal all joints, holes,openings, O During the course f excavation and demolition the contractor shall Res-Check Certifcote. connections and duct work air tight as required to obtain approvals notify the Architectt if, and where, any new footings as drawn are of all inspections. `above or or not below a minimum of 12" below any disturbed soil. If any 2. All fiberglass insulation shall have kraft paper vapor barrier to N such conditions are encountered the services of a certified NYS HEATING EQUIPMENT W professional Engineer shall be required in order to remedy the the warm side. conditions as per the 2020 code. The owner and/or contractor 1. Provide boiler and hot water heater intake and exhaust fresh air Q �$ 3. All spray foam insulation shall be approved for its use.All spray per the manufacturer's specifications. Provide clear distance sFiall be responsible for retaining and payment of all such services as P P U foam insulation shall be closed cell with a min. R value of R-7/inch. between all existing heat producing equipment and combustible and shall not resume the work in the affected areas until having 9 P 9Q O �- All spray foam insulation shall be covered with Y" GWB or equal, materials as per the manufacturer's s ecifications and Part V of received written and or drawn instructions from the engineer. All SFI at all roofs, crawl spaces, mechanical room and all other P P Q _ the 2020 Code. DEMOLITION areas which are exposed. No covering shall receive fre rated Safely remove all walls and construction as indicated in drawings. coatings) as required by R316 of the 2020 Code. 2. Provide%"Type"X" Fire Rated GWB at all walls and ceiling of :V The Contractor is solely responsible for the safety precautions at new equipment room. it 11 the project side. Locate and mark all utilities before the start of the TYPICAL EXTERIOR TRIM 3. All HVAC design and Installation is the sole responsibility of the work. Verify all trim materials with Owner. Match all existing sizes and Owner and the Contractor and shall be in strict conformity with iiifff details. the manufacturers specifications and Part V of the 2020 Code PATCHING AND MATCHING and all other codes and requirements of all authorities having Patch and match all existing materials which are removed. Match all TYPICAL FASCIA / SOFFIT jurisdiction. materials which are to remain and patch as required as to appear Provide metal drips over all roof edges new. 4. Refer and conform to all NYS Energy Code information and U �- U 0 VERIFY TYPICAL ROOF requirements for all equipment and duct work as required. 111 4- U Provide black asphalt roof shingles , as per the Owner's selection on s to5. All other information as may be required is not included as per p � Verify all existing conditions, materials and construction as indicated plywood sheathing perpendicular to the roof _V U v Y2' CDX APA rated fir I g p p the agreement between the Architect and the Owner. L � (� �1 in the drawings, including all foundation walls and footings. Notify the rafters as noted. Provide LLC drip edge on 24"wide approved ice d m .! p Architect when existing construction does not conform to the barrier at all roof edges.All asphalt roof shingles and installation -p N m L ELECTRICAL/LIGHTING/PLUMBING/PHONES/ -a l9 a, drawings. The contractor shall not proceed with the work in the shall be in conformity with the manufacturer's specifications for the U L areas that are in conflict, or may be, in conflict without receiving wind zone region as noted and the 2020 Code. CABLE/SECURITY/APPLIANCES LL Y_ written and drawn information from the Architect. 1. All design and installation of all services, connections, equipment, R Mom,,, fixtures, motors, etc are the sole responsibility of the Owner and FINISHED GRADE TYPICAL GUTTERS AND LEADERS P Provide gutters and leaders as selected by the Owner. Connect to the Contractor and shall be in strict conformity with the ��G All finished grades to slope down and away from the new work for a drywells as required. manufacturer's specifications and Parts IV,V,VI,VII,Vill, IX and �� GK ERCo � \ minimum distance of 10 feet.All finished grades as indicated may be X of the 2020 Code and all other codes and requirements ad my altered but are the sole responsibility of others. WINDOWS / EXTERIOR DOORS and all authorities having jurisdiction. �� /L 1. See attached window and door schedules. i' l TYPICAL FOUNDATION / FOOTINGS 2. All other information as may be required is not included in the ,$xr %rL 1. Provide 8"x 8"and 12"x 8"approved bearing CMU foundation 2. All garage overhead doors shall comply with UL 325 and the agreement between the Architect and the Owner. .�O`l.�J� J, p g2 Q- walls with 20"wide x 10" deep continuous concrete footings with 2020 Code. Wind pressure requirements for the 140 MPH �p�( Oleo '9 j 1 5 S y0 (2) #5 continuous rebar and 0)bent#4 vertical rebar at 48" o.c. wind zones as per R301 of the 2020 Code. ARCHITECT'S SERVICES DURING THE �apF F filled solid to top course. Fill top course solid and provide CONSTRUCTION PHASE PRO-El r N �OP NO-- 4/11/23 galvanized 8"wide ladder reinforcement at 16"o.c. horizontally as Z0016 The Architect has not been retained by the Owner to perform °�®�` ems' per the structural schedule. changes to the documents, observations or inspections. S.A. AS NOTED ww en 2. Provide approved damp proofing at the exterior face of all J.L.M. F.E. foundation walls and continuous R-14 closed cell SFI at interior MVRMNW face. 3OF4 (1)USP-L5TA30 STRAP AT EACH PAIR OF OPPOSING 0)USP-L5TA30 STRAP AT RAFTERS CONNECTING RAFTERS EACH PAIR OF OPPOSING TO RIDGE-(22)10d NAILS TOTAL RAFTERS CONNECTING RAFTERS ALL ARCHITECTURAL AND TO RIDGE-(22)10d NAILS TOTAL THREE TAB ROOF SHINGLES TO RECEIVE(6)FASTENERS 4° THRU VENT— PER SHINGLE ALL ARCHITECTURAL AND THREE TAB ROOF SHINGLES TO RECEIVE(6)FASTENERS --l�1 PER SHINGLE 1/2"CDX PLYWOOD SHEATHING ON ROOF I`I f— SET ON DECK$BE FASTENED (1)USP-RT20 HURRICANE ANCHOR 4"S• 2 V• W 6d DEFORMED SHANK DROPPED HEA ER AT EACH RAFTER 1Y2" 2° 1Y" 1Y�" �I RAFTER SPACING 16"O.C.MAX, NAILS AT V O.C.AT EDGES 9 8d NAILS INTO RAFTER (9)8d NAILS INTO HEADER 2 X 6 CJ @ 16"O.C. VENT I I 1 All 2" V• W. I VENT W.C, a I 0 0)USP-RT20 HURRICANE ANCHOR I I 0)USP PBE5 POST CAP AT EACH RAFTER j TO MEET A MIN.UPLIFT OF Sl-{ R, \"GYPSUM BOARD INTERIOR RAFTER SPACING 16"O.C.MAX. I I 1400 psi WOOD BEARING F.A. . "FINISH.1- LONG TYPE'W' (9)8d NAILS INTO RAFTER j CAPACITY-NAIL SIZE SECOND FLOOR 2° 2° — I DOOR SCHEDULE SCREWS AT 12"O.C.PER ( d NA INTO PTE 4)6 NAILS ILS LA TESI AND QUANTITY 2° 4' TABLE 9-702,3E AS PER MODEL NUMBER ODOR TAG DOOR SIZE DESCRIPTION REMARKS QTY REFER TO MANUFACTURER f HOUSE TRAP EX CDX PLYWOOD -- 4" X.H.C.I. DRAIN LINE D1 2'-4"X 6'-8" EXTERIOR DOOR ENTRANCE TO P.R. EXTERIOR SHEATHING I j E-COLUMN COVER A5 SPECIFIED C'�' w FASTENED TO WALL STUDS W/ i i TO APPROVED D2 2-4" X 6'-8" SHOWER DOOR CUSTOM 1 6d DEFORMED SHANK NAILS AT12"D.G, SANITARY SYSTEM D3 3'-O"X 6'-8" EXTERIOR DOOR W/ FIXED PANEL MIN DP 35 PSF W/WS 1 O PLUMBING RISER DIAGRAM BY OTHERS PRESSURE TREATED POST PER PLANS I , PR NO SCALE I I 2 X 4 WALL STUDS @ 16"O.C. CEDAR SIDING,0.12 NAIL, I I 14 LONG AT EACH STUD I I WINDOW SCHEDULE USP PAU OR APPROVED EQUAL NOTES: 6d DEFORMED SHANK NAILS POST HOLDER EMBEDDED IN CONC. FASTEN TO POST W/12-16d NAILS 1.ABOVE GRADE DRAIN PIPES TO BE PVC SCHEDULE 40 ~ 411 AT 6"O.C.ALL PLYWOOD EDGES (2)2 X 4ACQ SILL PLATES ;,.� , , ; : . WINDOW TAG WINDOW SIZE DESCRIPTION MANUFACTURER MFG # SO. FT' U-VAL VENTILATION CLEAR :EMARIKS CITY 'r FINISHED GRADE SLOPE ._ �. `• ..: 2. BELOW GRADE DRAIN PIPES TO BE CAST IRON GLASS OPENING r-, ;; ,� ; -•• :. E-CONCRETE FOUNDATION 2'-1 8" X 4'-1 ED DOUBLE HUNG ANDERSEN 20310 5.70 0.32 3.25 3.24 TEN SAFETY GLASS 1 ANCHOR BOLTS,SPACED PER PLANS AND WITHIN 12"FROM END A p FASTENER SCHEDULE @ COLUMN Z a OF EACH PLATE SECTION.BOLT SHALL EXTEND 12"INTO CONCRETE FOUNDATION Scale:1/2"=T-O" V w wz RIDGE VENT ,, 11 r- INSTALL METAL ROOF V w TYP 1-5TORY WALL FASTENER SCHEDULE PER MANUFACTURER'S Fr a G Scale:1/2" c T-O" SPECIFICATIONS A � � RIDGE VENT RIDGE VENT RIDGE VENT STANDING SEAM STANDING SEAM 12 J ui O METAL ROOF METAL ROOF J 1- 9 �. of w J ^ Ld Jtjj ELECTRIC LEGEND GUTTER GUTTERS LEADERS CQ Ti'l SINGLE POLE SWITCH AZEK TRIM AZEK TRIM BOARDS VENTED f ADJU5TAI3LE SPEED FAN SWITCH I 1, I BOARDS _- 1 L_1_,_1 ?1 I r1. T 6XGPOST I JAI IIIlI 1111 1 L SINGLE POLE SWITCH(DIMMER) 1 � f � ? 6 X 6 1 WITH TRIM � � VENTED I � I L ACQ ,�, DOOR TO P.R. U ODIGITAL THERMOSTAT I Q I SOFFIT I I LEADER CEDAR PERFECTION POST I i BEYOND Lh 1 z o r SHINGLES 5 /TO DUPLEX RECEPTACLE OUTLET ( O I CEDAR PERFECTION I i L WEATHER SIDING \! \,\ l OUTDOOR � DUPLEX RECEPTACLE OUTLET E F SHINGLES 5"/TO _ 1 11 T I.LrI T TO MATCH HOUSE I� SHOWER ~ G.F.I. (GROUND FAULT INTERRUPT) WEATHER SIDING OUT DOOR USB CHARGER/TAMPER-RESISTANT I I TO MATCH HOUSE SHOWER -\ - - U RECEPTACLE I ' Z � � I I �2040 i LEADER r`I Z 5 — Il I a-- - 4 d FINISHED � � - I'--1' I - I, I � I 1 _. - _ -�' ITI - -� _ POOL Q ONE JACK 0 E DE ERMINED .� IX D PH J T B T _ r _ L �, _ l9�-I � �' � `_� � GRADE -- � _ - � l9 COPING [ n r�}v CABLE T.V.OUTLET (HARD WIRED) O RECE55W DOWNLIGHT -' - ELECTRIC PLAN-- DROP TOP OF PATIO SLAB 6" MIN � 1-0 PENDANT LIGHTING � � �I --- ;Ir - I_- 8 REAR ELEVATION � RIGHT SIDE ELEVATION 5 FRONT ELEVATION AT POOL PAVILION 6 LEFT SIDE ELEVATION z G V Scale:1/4"=T-O" WALL MOUNTED FIXTURE N RECE55ED FIXTURE � � � Zn E F RECESSED EXHAUST FAN 14'-10' POOL PAVILION ORNAMENTAL CEILING FAN POST ABOVE �r A Co.X 8" CONC HAUNCH Y"O X 12"ANCHOR 4'-4" 10'-61, 3 UNDER PARTITIONS BOLT @ 48" D.C. CEDAR PLANK ro'-O" DST ABOVE Q- (TYPICAL) HIGH WALL AT J 6"X 6" WALLS TO V_ OUTDOOR SHOWER, BOTTOM OF 0 « POS LEADER RIDGE 0 Co = J Q Xl9 O # a I I I . = I PITCH TO DRAIN•� 13 BENCH / I V_ 00 �q 2X8RR 2X10RIDGE 2X8RR X O 0 L �l L N @ 16"O.G. @ 16" O.G. m I = r") A 4„ 4'-O" 4„ i9 5'- o[ U l9 O cp CEDAR PLANK 6'-O' — — �•�B '!?f X HIGH WALL AT LINE OF arJ OUTDOOR SHOWER ( ry� �0�� •�° O_ COLUMN D3 20310 -EADER (2) 2 X 6 AGO SILL 4" P.C. SLAB ON GRADE ABOVE O �-° - - `A FIXED d. 2)2 X 6 c Z w _(3L2 X 10 O ANCHOR BOLT 3'-2" 4'-4' 6'-O" -I J _ 1 Iq - GRADE 1-4 f I w LINE OF REMOVE ALL FILL, SOIL DOWN - 12" SQUARE PERMA-CAST -- _ a COLUMN _ [ _� 2'-4" -10" L v U } 0 c TO SAND. PROVIDE GLEAN - - COLUMN ON 24"X 24"X 36" - -I - W II z Q ABOVE _ - ROOF OVERHANG a o p FULLY COMPACTED SW FILL -_ HIGH STONE CLAD COLUMN - �[ s p (SAND/GRAVEL AS REQUIRED) BASE _I _ ALL STRUCTURAL AND - BLUESTONE PATIO '- ARCHITECTURAL C =SIGN OF •- O PATIO IS THE SOL' Z3 � DROP TOP OF �� 1 ---_�. _ L._ �u1 � _-_--, � � SLAB ON GRADE RESPONSIBILITY C 'OTHERS L PATIO CONC MIN 6" m 2 #5 BARS _ - _.�� it -, 4"POURED CONCRETE SLAB WITH Q 6 X 6-1.0/1.0 WWF OVER 6 MIL VAPOR ]� -- -- l �� -� —I = IT IS THE SOLE RE51 ONSIBILITY a BARRIER ON TOP OF WELL COMPACTED �;�� r ' i` 1 _= 1 - OF THE CONTRACTC 2 TO SET EDGE OF SLR r SOIL mil, _ I, FINISHED FLOOR AS REQUIRED �D ARC EDGE OF POOL IF FZ 1'-4" EXPANSION JOINT - - \ _ _ ' - EXPANSION JOINT - 1_ - �_ l� [= 3� - 3 JL�1 ��- - �� -= -�- ---1 �L__—=�LUESTONE_PATIO - �� 0� � [ l --- _ `� SECTION THRU SLAB FOUNDATION - �I _-_I[ _,,I�- J� � 401 , -- IA Scale.1/2 _1 O I - - - - - - 1 Y-9— FOUNDATIONOOF FRAMING PLAN oFP -_Ec�,., 14'-10" PATIO SLAB r �I ®ptLQ T s �1 ale:1/4"-1'-0" Z�N1NG #2303 4/11/23 PLAN F POOL PAVILION DEMON®W ammz Scale:1/4"-1'-O" PROVIDE SWIMMING POOL S.A. AS NOTED BARRIERS AS PER 2020 IN-GROUND POOL RESIDENTIAL BUILDING CODE J.L.M. F.E. OF NYS 2 FLOOR PLAN FOR POOL PAS .LION CMWMNM 0F