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HomeMy WebLinkAbout7892 CTCI�00(1,5"shcn-r 14an, cherq 1 rvvi h ali 14 1 -pe-C crt'i 6- -`v C((1 i CTFA "wjAs pepj4 Hat 44 Y-xx v 1 v -sa zoo t Owner: Gagnon, Sebastien File M 7892 Address: 1115 Arrowhead Ln �J Code: 17NP Agent Info o Karen A. Hoeg P.O. Box 9398 Riverhead, NY 11901 Phone: 631-727-2180 x 269 Fax: Email: ! BOARD MEMBERS ��®F S®�/f*�® Southold Town Hall Leslie Kanes Weisman, Chairperson �® �® 53095 Main Road •P.O. Box 1179 Southold,NY 1197 f-0959 Patricia Acampora Office Location: Eric Dantes �, ® �� Town Annex/First Floor, Robert Lehnert, Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTY, Southold,NY 11971 RECEIVED http://southoldtownny.gov MCI ZONING BOARD OF APPEALS AP 1 9 2024 TOWN OF SOUTHOLD ` Tel. (631) 765-1809 �Q Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18, 2024 ZBA FILE: #7892 NAME OF APPLICANT: Sebastien Gagnon and Cheryl Han PROPERTY LOCATION: 1115 Arrowhead Lane,Peconic,NY SCTM: 1000-98-3-7.1 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 January 25, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, 46,389.69 square feet, 1.06 acre, rectangular shaped, conforming lot in the R40 Zoning District measures 256.88 feet along Arrowhead Lane, then runs east 148.57 feet along a residentially developed lot to the north,then runs south 290.00 feet along a residentially developed lot to the east, then returns west 169.56 feet back to the roadway along a residentially developed lot to the south. The subject parcel is improved with a one-and-a-half-story wood frame residence with an attached rear deck, masonry patio, and gravel driveway as shown on the survey prepared by Ward Brooks, Licensed Professional Surveyor, and dated July 9, 2020. BASIS OF APPLICATION: Request for Variances from Article IV, Section 280-18; Article XXXVI, Section 280- 207; and the Building Inspector's November 15,2023,Amended December 7,2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at; 1) located less than the code required minimum rear yard setback of 50 feet; 2) gross floor area exceeding permitted maximum square footage for lot containing up to 80,000 square feet in area; located at: 1115 Arrowhead Lane, Peconic, NY. SCTM No. 1000-98-3-7.1. RELIEF REQUESTED: The applicant requests the following two variances for alterations and additions to a single- family residence: 1. The proposed Gross Floor Area (GFA) of 5,756 square feet exceeds the permitted allowable GFA of 5,419.58 square feet(as calculated, lots up to 80,000 square feet of lot area: 5,100 square feet GFA plus 5%of the lot area in excess of 40,000 square feet up to a total of 7,100 square feet GFA maximum) by 336.52 square feet to r Page 2,April 18,2024 #7892,Gagnon SCTM No. 1000-98-3-7.1 accommodate additional habitable space and enlarged bedrooms as the result of a roof modification creating areas within an existing footprint. 2. The proposed rear deck addition measuring 7 feet by 8 feet (41 square feet in area), with a 44.9 feet rear yard setback, requires a minimum rear yard setback of 50 feet. An additional expansion of the main deck encroaches upon the rear yard setback to a lesser degree and is proposed at 47.7 feet as part of the additions and alterations proposed. ADDITIONAL INFORMATION: The applicant provided a Site Plan,labeled SP,prepared by Jonathan Karl Paetzel, Registered Landscape Architect, last revised April 2, 2024. The applicant provided architectural drawings labeled page 1-10, prepared by Jeffrey T. Butler, Professional Engineer and dated January 2, 2024. These plans include present and proposed conditions, including elevation, foundation, first and second floor plans, roof plan, construction and project detail notes, and `pyramid' outline. Prior Zoning Board of Appeals relief was granted, January 10, 2002 under file #5042, offering alternative relief, permitting the original construction of the subject residence with a reduced front setback of 45.4 feet where the Code requires a minimum front yard setback of 50 feet. According to the survey provided in this application,the residence is constructed with a front yard setback of 46.32 feet. Improvements on the site are covered by the following Certificates of Occupancy: #Z-29741 dated September 30, 2003 covering the construction of a single-family residence. #Z-32503 dated August 6, 2007 covering a second-floor addition to an existing residence. 4Z-42294 dated August 26,2021 covering additions and alterations to an existing 4-bedroom single-family residence. Presently the applicant has an open building permit, #49723, dated September 19, 2023 for the installation of an inground swimming pool. The applicant stated they will install a new sanitary system for the expanded house and provided a Suffolk County Department of Health Services (SCDHS) permit, #R-22-2078, for the installation of an Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS). The application for the new sanitary system was submitted to the SCDHS on October 24,2022, based upon architectural plans commenced prior to the adoption of the new Town legislation limiting GFA on October 18, 2022. The applicant provided copy of a deed, dated December 17, 2020, filed with the Suffolk County Clerk, supporting ownership. During the public hearing,the applicant's agent cited four recent Zoning Board of Appeals decisions granting similar relief requested,relative to GFA,in support of their application. The files include,Nos. 7809, 7813, 7830,and 7877. Letters of support were received by the Zoning Board of Appeals prior to the public hearing. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4,2024 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 &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Arrowhead Cove subdivision,where the subject property Page 3,April 18,2024 #7892,Gagnon SCTM No. 1000-98-3-7.1 is located,was developed in the late 20`h Century and consists of a variety of housing styles of varying age, style and size predominately on similar size lots, all sharing a bayfront beach. Most homes are two-story and several have been renovated in recent years to reflect current needs and taste. The addition of excessive GFA, 336.52 square feet as proposed and to be contained within a roof expansion on the rear side of the second floor will not be discernable to passersby or those using the private roadway. Moreover, the property is well landscaped and the neighboring homes behind the subject property will not be impacted by the relief sought. Regarding the expansion of the deck by 41 square feet, with a rear yard setback of 44.9 feet where 50 feet is required, those living in neighboring homes or using the roadway, will not be able to discern the relief sought for the same reasons. The proposed expansion of the deck is to accommodate a small sitting area integrated into the stair system between the living room sliding doors, a parapet deck walkway, and the rear lawn area. 2. Town Law V67-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Almost any expansion of the existing house, in either the front or rear yards,will require some form of variance relief as evidenced by the Zoning Board of Appeals decision, #5042, which allowed the initial construction of the residence with a reduced front yard setback; moreover,the rear yard setback is just slightly over the minimum requirement of 50 feet and any expansion of the deck will not conform to the current code. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 6.2% relief from the Code relative to excessive GFA and 10.2%relief from the Code relative to a reduced rear yard setback. However, the excessive GFA of 336.52 square feet is contained within a second-floor roof expansion without additional footprint expansion or ground disturbance and will not be discernable from the roadway or adjacent properties. Likewise, the expansion of the rear deck with a reduced rear yard setback of 44.9 feet, where 50 feet is required, is virtually undiscernible due to mature landscaping and natural screening, and siting at the rear of the residence out of sight from the roadway. 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 and install a Suffolk County Department of Health Services approved Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS). 5. Town Law &267-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 GFA of 5,756 square feet for additions and alterations to an existing single-family residence and a rear yard setback of 44.9 feet for the expansion of a deck sitting area of 7 feet by 8 feet, 41 square feet, (maintaining a setback of 47.7 feet for remainder of the expanded deck) 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 Planamento,seconded by Member Dantes,and duly carried, to GRANT the variances as applied for, and shown on the Site Plan, labeled SP, prepared by Jonathan Karl Paetzel, Registered Landscape Architect,last revised April 2,2024 and Architectural Drawings labeled,sheets 1-10,prepared by Jeffrey T. Butler, Professional Engineer and dated January 2, 2024. r Page 4,April 18,2024 47892,Gagnon SCTM No. 1000-98-3-7.1 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a Suffolk County Department of Health Services approved Innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS). This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote-of the Board: Ayes: Members Weisman(Chairperson), Dantes,Planamento, and Lehnert. (4-0) t1w, jestfi�eKanes Weisman, Chairperson Approved for filing /j 7 /2024 R301.2.2.2WEIGHTS OF MATERIALS. SCOPE OF WORK: INTERIOR ALTERATION AND CONVERSION OF DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET). AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT ATTIC SPACE TO LIVING SPACE.NEW ROOF (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A STRUCTURE AS NOTED. SUBJECT TO DAMAGE FROM HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR WINTER AIR ANNUAL ICE BARRIER USE/FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. GROUND SPEED EXPOSURE TOPOGRAPI4I''//��NnI 1pa" WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD MEANSPECT SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY TYPE OF DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: SNOW (MPH) DESIGN LINE TEMP. INDEX TEMP REQUIRED SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION LOAD (MPH) ATAGORY EFFECTS DEBRIS ZONE HAZARDS LOAD LOAD I alc CATAGORY WEATHERING DEPTH TERMITE DECAY 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA}FOR EXTERIOR LIGHT-FRAME MODERATE SLIGHT TO FROM 1998 IPERimrMR EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=3,305 SQ.FT. wooD WALLS. TABLE R301.7 F20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES l4opsf 20 psf p p SFD N.C. N.C. 1:3 TYPE V ALLOWABLE DEFLECTION p FIRM MAPSINTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SECOND FLOOR=1,961 SQ.FT. 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- OF STRUCTUAL MEMBERS(b,c) FRAME COLD-FORMED STEEL WALLS. ALLOWABLE SOIL BEARING CAPACITY FOR THIS SITE TABLE R301.6 2020 NYS UNIFORM CODE: MECHANICAL SYSTEM FEATURES: STRUCTU DEFLECTION AL MEMBER TABLE R301.5 IS BASED ON TEST HOLES BY OTHERS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE EXISTING SYSTEM TO REMAIN 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME MINIMUM UNIFORMLY DISTRIBUTED LOADS(PST) AND HAS BEEN DETERMINED TO BE PER SQUARE FOOT OF HORIZONTAL PROJECTION WITH 2O20 RESIDENTIAL BUILDING CODE PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING WITH NO FINISHED CEILING ATTACHED TO RA WOOD WALLS. RAFTERS HAVING SLOPES GREATER THAN RAFTERS v18o 2,000 PSI(SW,SP)PER TABLE R401.4.1 4.FIVE POUNDS PER SQUARE FOOT(:AO PA)FOR INTERIOR LIGHT-FRAME USE LIVE LOAD OF THE 2020 RESIDENTIAL BUILDING CODE PUBLISHED BY NEW YORK STATE. TRIBUTARY LOADED ENERGY COMPLIANCE: INTERIOR WALLS AND PARTICIANS H/180 PUBLISHED BY NEW YORK STATE. AREA IN SQUARE FEET TO THE BEST OF OUR KNOWLEDGE,THESE PLANS RESCHECK COLD-FORMED STEEL WALLS. UNINHABITABLE ATTICS WITHOUT STORAGE 10 FLOORS In60 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 OPENING PROTECTION BY FOR ANY STRUCTURAL COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) CEILINGS WITH BRITTLE FINISHES HABITABLE ATTICS AND ATTICS SERVED WITH FILLED STAIRS 30 WOOD STRUCTURAL PANELS MEMBER CONSTRUCTION CODES. AIR SEALING NOTES: MASONRY WALLS. (INCLUDING PIASTER AND STUCCO) U360 BALCONIES(EXTERIOR)AND DECKS 40 THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; PERSUANT TO R301.2.1.2,SEE 0 TO 201 TO OVER 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK CEILINGS WITH FLEXIBLE FINISHES U240 FIRE ESCAPES 40 ROOF SLOPE THE BUILDING ENVELOPE SHALL BE SEALED T ACCORDANCE (INCLUDING GYPSUM BOARD) FASTENING SCHEDULE ON 200 600 600 m (152 MM)CONCRETE WALLS. GUARDS AND HANDRAILS 200 DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR � FOFTIER 2015 IECCUCTIONS AND THE PROVISIONS ALL OTHER STRUCTURAL MEMBERS Ingo GUARD IN-FILL COMPONENTS 50 FLAT OR RISE LESS THAN 4 INCHES PER FOOT HIGH WIND CONNECTION (CHECKLIST) PASSENGER VEHICLE GARAGES 50 (1:3) 20 16 12 REQUIREMENTS 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. EXTERIOR WALLS-WIND LOADS (a)WITH ROOMS OTHER THAN SLEEPING ROOMS 40 N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL z PLASTER OR STUCCO FINISHES RISE 4 INCHES PER FOOT(1:3)TO LESS THAN BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE u-} SLEEPING ROOMS 30 16 14 12 THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT Q EXCEPTIONS: EXTERIOR WALLS WIND LOADS(a)WITH OTHER LnAo STAIRS 40 12 INCHES PER FOOT(1:1) , BRITTLE FINISHES R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) RISE 12 INCHES PER FOOT(1:1) AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC a 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER EXTERIOR WALLS-WIND LOADS(a)WITH v120(a) 12 12 12 p FLEXIBLE FINISHES AND GREATER AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING BRACING AMOUNTS IN SECTION R6(12.10.3 ARE INCREASED IN ACCORDANCE o SQUARE FOOT PA)SHALL BE PERMITTED PROVIDED THAT THE WALL LINTELS SUPPORTING MASONRY Lr600 DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, VENEER WALLS(e) THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND p d WITH TABLE R602.10.3(4). NOTE:L=SPAN LENGTH,H=SPAN HEIGHT ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER u1 SERVICE WATER HEATING EQUIPMENT. cl � 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY z Q a PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 OF ANY COMPONENTS OR FINISHES. v AND R703. b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH ENERGY CONSERVATION CONSTRUCTION CODE OF THE CANTILEVER 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED CHAPTER 10. CONT. RIDGE VENT - - - 6"DIA. TYPE V WOOD FRAME z CONSTRUCTION BASED ON SECTION 602 0 - - MATCH EXISTING ASPHALT SHINGLES - - - OF THE BCNYS m U) w REFLECTIVE RED PANTOT M (PMS#187) N x TOP OF PLATE- tw REFLECTIVE WHITE 1/2" LL m STROKE LASH, TYP. 12 SIGN FOR WOOD FLOOR AND WOOD ROOFING FRAMING r- TRUSS IDENTIFICATION SIGN: IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION _ ___ _ _ APRON FLASH TYP SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED • TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN000 c, TOP OF SUBFLOOR-- -- COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES _ WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD (� CONSTRUCTION AND/OR TIMBER CONSTRUCTION. TOP OF CEILING-- -- X • - LL ul cA ®® d) -T T- oa O =3 Cl© X OM lu Ll ISTING SIDING Z LL TOP OF SUBFLOOR-- -- F=== O O TOP OF FOUNDATION----- l 11-09-2023 u- FRONTELEVATION SECTION R312:GUARDS AND WINDOW FALL PROTECTION Lu T"OF 50UTHOLD R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 280-207 MAXIMUM 6RO% FLOOR AREA: THROUGH R312.1.4 -` LOT AREA = 46,38gbq SaFT. R312.1.1 WHERE REQUIRED. C GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING .;\ti,:� ALLOWABLE 6FA: 4,350 50.FT.PLUS 15%OF LOT AREA SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED � Co �F Y T �L. ABOVE 30,000 SOFT. UP TO 5,100 SOFT.MAXHH MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR �.� '- ` �: �,h. &� p� GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO TOTAL.ALLOWABLE GFA = 5)00 SQ.FT. THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED I AS A GUARD. 12 PROPOSED GROSS FLOOR AREA(6FA): AN 'c ; ; �' W FIRST FLOOR LIVING = 3,305 SQ.FT. R312.1.2 HEIGHT. LJ > .f t� �✓ REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, �OF ' GARAGE = 374 SOFT. o4R `, *.' '9 3 12 SECOND STORY 51'AGE = 217 SQ.FT. PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES 3 r✓/� SECOND FLOOR LIVING = IBGO 50.FT. (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. Jr TOTAL PROPOSED GFA: 5,3%50.FT. EXCEPTIONS: JEFFREY T. BUTLER, P.E. 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT (RELIEF REQUE5TED) LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN 0 MATCH EXISTING SIDING SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 +�- > -- --TOP OF PLATE INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED O 8 VERTICALLY FROM A LINE CONNECTING THE NOSINGS. R312.1.3 OPENING LIlVIITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING Z r O SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A 0 W m C4 CDSPHERE 4 INCHES(102 MM)IN DIAMETER. O ►- 0 EXCEPTIONS: Y ._ 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE Z RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE 0 O OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. 0El (�2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT Z = o-1 O ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. W 5 0 -- _-TOP OF SUBFLOOR R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. Q Z - -EXISTING SIDING ' - , `o PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE ; l-INAL MAP ;-+ REQUIREMENTS OF SECTION 1017.4. W f -- --TOP OF CEILING REVIEWED BY z BA " R312.2 WINDOW FALL PROTECTION. G 0 - O WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH D E C I S I O N# SECTIONS R312.2.1 AND R312.2.2. DATED: t' 1 0 - N - © ® IN .T WINDOW SILLS. w a o : io INDWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES(6 10 MM)ABOVE THE FINISHED ® ©� FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE O1 OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE W OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: U a El ®® ® 1.OPERABLE MWSPHERE WINDOW OPENINGS WILL NOT ALLOW A OPENINGS ARE TER (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. --TOP OF SUBFLOOR 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL AIL NOT SHOW 41FOR CLARITY PROP, STOOP DEVICES THAT COMPLY WITH SECTION R312.2.2.EXISTING DECK -- --TOP OF FOUNDATION R312.2.2 WINDOW OPENING CONTROL DEVICES. PAGE : GRADE WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE O f ORIGHT SIDEELEVATION THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.L COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. 1,AN16M' Zoning Boaro 01 -EXISTING ASPHALT SHINGLES z Ed — Q —TOP OF PLATE o O Q u. -EXISTING ASPHAL- SHINGLES o a a 00 a A Li —- -—TOP OF SUBFLOOR -- -------- - --- -—TOP OF CEILING z cs w _ r F=7F0__l ® p o® Ell R311.7 STAIRWAYS. oa El R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES(914 MM)IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW EXISTING DECK —- -—TOP OF SUBFLOOR THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH OF STAIRWAYS AND STEPS TO GRADE AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND RAIL OMITTED FOR CLARITY —TOP OF FOUNDATION LANDINGS,SHALL BE NOT LESS THAN 31-1/2 INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(698 MM)WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. J '1 R311.7.2 HEADROOM. ` X THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE ,d TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR W REAR ELEVATION PLATFORM ON THAT PORTION OF THE STAIRWAY. Q- O EXCEPTIONS: LWHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER w THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE ` N � O U FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED 1� HEADROOM MORE THE HEADROOM FOR SPIRAL STAIRWAY SHHALL BE IN ACCORDANCE WITH r W SECTION R311.7.10.1. R311.7.3 VERTICAL RISE. Y (tl jJ A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 m O J INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. �m " R311.7.4 WALKLINE. "" O THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BE CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL �Q z tz AIL ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED lu 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR O STAIR WIDTH AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT 1 1 IL WITHIN A FLIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED, R311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR RUNNERS. [NY1R311.7.5.1 RISERS. ENGINEER: THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES(209 MM).THE R311.7.8 HANDRAILS. RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 R311.7.8.1 HEIGHT. - C' ��,� +� (ice 0 DEGREES 0.51 RAD FROM THE VERTICAL.ATOP]?N RISERS,OPENINGS HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE \ � ( ) � LOCATED MORE THAN 30 INCHES(762 MM),AS MEASURED VERTICALLY,TO ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL _ :.• ;• r0 T FLOOR OR SPHERE.R GRADE SHALL NOT PERMIT THE PASSAGE OF A 4-INCH- BE T LESS THAN 34INCHES(864 MM)AND NOT MORE THAN 38 INCHES IAMETER TOP OF PLATE—- EXCEPTIONS: EXCEPTIONS: LTHE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL 1.T USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED -STAIRWAYS. OVER OVER THE LOWEST TREAD. - ' ! 3 r�C9 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE WITH SECTION R311.7.10.1. ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER - I f ' ! �;,.•{ READS,THE TRANSITION FROM HANDRAIL TO GUARD,OR USED AT THE [NY)R311.7.5.2 TREADS. START OF A FLIGHT,T HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS JEFFREY T. BUTLER, P.E. THE TREAD DEPTH SHALL BE NOT LESS THAN 91NCHES(229 MM).T TREAD SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL 60 0 PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A R311.7.8.2 HANDRAIL PROJECTION. RIGHT ANGLE TOT TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE SIDE OF THE STAIRWAY. l000, 3 r THAN 318 INCH(9.5 MM). EXCEPTION:WHERE NOSINGS OF LANDINGS,FLOORS OR PASSING FLIGHTS n R311.7.5.2.1 WINDER TREADS. PROJECT INTO THE STAIRWAY REDUCING T CLEARANCE AT PASSING O N O WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES _ oeol- (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST (165 MM)INTO T STAIRWAY,PROVIDED THAT T STAIR WIDTH AND PROJECTION OF ADJACENT TREADS AT T INTERSECTIONS WITH T HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. TOP OF SUBFLOOR—- -— z 1' Z O WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 6 INCHES(152 MM)AT ANY POINT WITHIN T CLEAR WIDTH OF THE R311.7.8.3 HANDRAIL CLEARANCE. O W CA � `r STAIR.WITHIN ANY FLIGHT OF STAIRS,T LARGEST WINDER TREAD DEPTH HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN TOP OF CEILING—- -— (STING SIDING O ULl AT THE WALKLINE SHALL NOT EXCEED T SMALLEST WINDER TREAD BY 11/2 INCHES(38 MM)BETWEEN THE WALL AND THE HANDRAILS. MORE THAN 3/8 INCH(9.5 MM).CONSISTENTLY S RAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS R311.7.8.4 CONTINUITY. / Q z � ° Z T RECTANGULAR TREADS AND SHALL NOT BE REQUIRED TO BE WITHIN HANDRAILS SHALL BE CONTINUOUS FORT FULL LENGTH OFT FLIGHT, O Q O z 3/8 INCH(9.5 MM)OF THE RECTANGULAR TREAD DEPTH. FROM A POINT DIRECTLY ABOVE TOP RISER OF THE FLIGHT TO A POINT EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN DIRECTLY ABOVE THE LOWEST RISER OFT FLIGHT.HANDRAIL ENDS SHALL - z Lu ACCORDANCE WITH SECTION R311.7.10.1. BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. w O EXCEPTIONS: — R311.7.5.3 NOSINGS. 1.HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A p O 3: NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS,AT A LANDING,OR MAP b A RADIUS OF CURVATURE AT T NOSING NOT GREATER THAN 9/16 INCH OVERT LOWEST TREAD. .•I N A L {T I A f � � Q Z O (14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH(12.7 MM).A NOSING 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO W EVIEWED BY Z:B PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE THAN 1-1/4 TERMINATE OVERT LOWEST TREAD. Cn INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.T GREATEST __._ �. O O ,6 NOSING PROJECTION SHALL NOT EXCEED T SMALLEST NOSING R311.7.8.5 GRIP SIZE. LL _11 Y O A 1 N �� � — U PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR j OilDECIS1 I V 7t � so EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE T TREAD PROVIDE EQUIVALENT GRASPABILITY. /\ G D — a Q t� N _ DEPTH IS NOT LESS THAN 1 I INCHES(279 MM). 1.TYPE I. DATED:G ' � d _O T HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE TOP OF SUBFLOOR -— EXISTING O a o R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. DIAMETER OF NOT LESS THAN I i/4INCHES(32 MM)AND NOT GREATER THAN BILCO DOOR PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE 2 INCHES(51 MM).IF T HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A TOP OF FOUNDATION "— PROVISIONS OF THIS SECTION AND SECTION R507.2.2. PERIMETER OF NOT LESS THAN 4INCHES(102 MM)AND NOT GREATER THAN Z 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES k' R311.7.6 LANDINGS FOR STAIRWAYS. (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 2.TYPE II. STAIRWAY.T WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.FOR HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH T FINGER RECESS SHALL BEGIN WITHIN 3/4 INCH(19 MM)MEASURED LEFT SIDE ELEVATION AT T WALK LINE AND THE TOTAL AREA SHALL B T E NOT LESS THAN THAT VERTICALLY FROM THE TALLEST PORTION OF PROFILE AND HAVE A OF A QUARTER CIRCLE WITH A RADIUSEQUAL TO THE REQUIRED LANDING DEPTH OF NOT LESS THAN 5/16 INCH(8 MM)WITHIN 7/8 INCH(22 MM)BELOW WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN T T WIDEST PORTION OFT PROFILE.THIS REQUIRED DEPTH SHALL DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES(914 MM). CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT , EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT T TOP OF AN LESS THAN 1-3/4 INCHES(45 MM)BELOW T TALLEST PORTION OF THE • INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSED PROFILE.T WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. LESS THAN 1-1/4 INCHES(32 MM)AND NOT MORE THAN 2-3/4 INCHES(70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). R311 W STAIRWAY WALKING SURFACE. /1 THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL,IN 48 INCHES PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE L HORIZONTAL(2-PERCENT SLOPE). REQUIREMENTS OF SECTION R507.2.2. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. 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(2)2x10 HDR, a = U rn- LL 2'6„ W.� ---------------------------- O O \ _O O � T 2" 0= 51611 6'Oar, 0.. EXISTING W.I.C. (x Y PROPOSED W.I.C. � - Q I (x n10 0 o z= - z X (NO WORK) O - to `O S N " I � 3 (�j@ 11J @ ►- / \ / 0iv m Qi �[ ILL 12 1 �, O P OPOSED ONCE z z q sHowER n I ®E F o d a 1 8'0' CLG. MGT. PRO, z m O a I A 13'4,� W.I,C, O LLI �4 O l'l0 00 ----------------------------- z tX aD U 3 I N - PROPOSED o ' �/ O r �' z I ,/ MASTER BATH Q o to = N Q I / 8'0' CLG, MGT. 1 _ (L m cn W 23'2'/z" `v ♦ 0 O �Q � w EXSITI KNEE WALL AT 3 G-0" (+/-) EXSITIN KNEE WALL AT 6" (+/-) o \/%�� O Gs l�.lmm X O MEETS AG-RESS o TUB J o \ O 1 REQUIREMENIL TS :Y� _ (Q Z co 11 o I / 12Y1x10 HDR, (2)2x10 HDR. \�� O C6 L1 ♦. �- / ♦ CXW235 CXW235 CXW235 , Q N I (TEMP) PROPOSED 1 / EXISTING- R.R. EXISTING- R.R. I / (NO WORK) (NO WORK) ♦\ Q (y /' I ♦ U- +- � Lu / I o EXISTING- R_.R. -1 , I ENGINEER: ♦ I r , a j 4F4 EY T e L\ i r z I IL I EXISTING- R.R, i EXISTING R.R. 0 (NO WORK) ( (NO WORK) JEFFREY T. BUTLER, P.E. I ~ o ( o oW co Z O o Q n q z m z z0 Lu o CC 3: p �g'8tv 8,811 z NO W 19'1%i' 29'3" �Y O to O� m U u- 2 O N d) CL LL Q WALL LEGEND PROPOSED SECOND FLOOR PLAN LIVING AREA: o Q u EXISTING- 2x4 WALL r77777= EXISTING = 706 SQ.F r. EXISTING- WALL BELOW PROPOSED = 1,961 SQ.FT. FINAL MAP NEW 2x WALL ® INTERCONNECT PER CODE REVIEWED BY Z BA SMOKE DETECTOR NEW 2x4 WALL 0 CARBON MONOXIDE DETECTOR DECISION!:,�a 1 co ONE PER FLOOR DATED: JAC, O COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT. 36) ReCeived SHUTTER ASSEMBLY ,AN 16 zR4 N.T.S. I \ ` �• Board of APPSaIS FOR PANEL SPANS: I Zoning 0 <4'0 WIDE SPAN 23/32"APA SPAN.-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") I ` i • I I ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I #10x3" (w/WASHERS)GALVINIZED OR STAINLESS STEEL I I WOOD SCREW @ 16"O.C. I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I z #10 TEE NUTS ATTACHED TO BLDG.w/#10xl-1/2 (W/WASHERS) I MACHINE BOLT(-) 12"O.C. •� I ' °o I a z II I Imo,. r' ' I LTIPLE SECTION ASSEMBLY: `� r I I I I 1/4" THICK BOLTS 2' OC a �, 4 I II II I I II r - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - w-' I I I I I SHUTTER ASSEMBLY I I I,,, I-;, I I I N.T.S. j A 1�' I.I' FOR PANEL SPANS: I I I 1 I I (X d) w a 4' OR WIDER SPAN I i I ( I : � = o 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD U w m (OVERLAP AROUND OPENINGS 4") r 2x4 STRONG-BACKS 0 24" OG o I o ASSEMBLY: I I I I Z z 1). PREASSEMBLE PLYWOOD TO 2x4'5: " IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW A 12" O.G. I I I X z 1 Ui Z 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I,I I w I lu klOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW * 16" D.G. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 010 TEE NUTS ATTACHED TO BLDG. w/ •IOxI-I/2 ( W/ WASHERS) I I a MACHINE BOLT 12" O.G. I I p I I � I I � I I � U I I � EXISTING HALF WALL V nn I O O 1J._ -� Ns X I I � LIL I I I I n = cc i IL lt- W I 0 66 I I Opp r W I I x= O JU N N d NEW 2x12 RIDGE o w r Cq W I zp� cn0 Q W 1 @� I LL 6 � w I � p I L o � @ AO d 11! Xz c7V w i Fri ►_ zty i ? ENGINEER: KNEE WALL KNEE WALL t,l d a3 , y 3 9 . �. I PROPOSED 8'0" WALL PROPOSED KNE WALL JEFFREY T. BUTLjr ER, P.E. I EXISTING R.R. EXISTING R.R. Q' W I (NO WORK) (NO WORK) a Q W Q m J d) O uUl tf- n O N EXISTING R.R. ~ LL O t O Z W r z o N d Q ° a > p z �' z z JU a W 9O — � � pz o EXISTING R.R. EXISTING R.R. W QC (NO WORK) (NO WORK) O IL IL 6 O _ d) � o o � PROPOSED ROOF PLAN z U � FINAL MAP REVIEWED BY ZBA - DECISION# PAGE ; DATED: Of 10 COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTL:ER, CONTINUOUS AIR VENT BAFFLES * FRAMING BAY 2x4 C.T. ® 16" O.C, NEW 2X12 RIDGE OWENS CORNING "RAFT-A-MATE" - TO BE INSTALLED LOCATED IN UPPER 1/3RD SO THAT AIR FLOW IS NOT RESTRICTED. PROVIDE ICE BARRIER PER OF ATTIC FILL IN 2XIO R.R, TO NEW RIDGE DO NOT COMPRESS INSULATION. 5-lod R905.1.2, TYPICAL ALL 2'0" 12 EXISTING 2X12 RIDGE 9 NAILS TO REMAIN 1X6 AZEK FASCIA EMU 0 6 -------- ON 2X SUB FASCIA ' I �' ,' EXISTING 2X10 RR c 0" OVERHANG GONG I ��' 12 TO REMAIN AZEK SO ` 24 H b I I SCREENED VENT kp- i Appeals ' R-4e INSULATION ' ' Board O 0 TOP OF PLATE -- -- 0112- GWE ZOning If 1 CEILING DRYWALL TAPED NEW I/2 GWB NEW 2x6 STUDS ' NEW R-21 INSULATION EXISTING ROOF �� R-30C 5-IOd TO WALL DRYWALL NEW I/2" GDX SHEATHING STRUCTURE TO BE �.' ,'� INSULATION NAILS NEW HOUSEWRAP REMOVED'' DRYWALL CAULKED, GLUED NEW SIDING �,'� PROPOSED PROPOSED \ / DETAIL I OR GASKETED TO TOP PLATE o MASTER W,I,C, Y jj�� f.� j_ ��, BEDROOM DRYWALL CAULKED, GLUED OR GASKETED t0 BOTTOM PLATE NOTE: AT TUB/SHOWER LOCATIONS PROVIDE �,' FULL HEIGHT GWB PRIOR BOTTOM PLATE CAULKED EXISTING 2x8 G.J. SI I P ISON STRONG-TIE t0 INSTALLING TUB ON OR GASKETED t0 SUBFLOORIL ® 16" O.C. EXISTING 3/4" SUBFLOOR HV HURRICANE TIE PER DETAIL, THEINN SEAL 0 TOP OF SUBFLOOR -- -- EXISTING R.R. CUT TO FIT NEW WALL EXISTING 18" TJI 560 INSTALL UNIT. SUBFLOOR GLUED, CAULKED ORcD Q C.J. a 12" O,G. GASKETED TO RIM JOIST/RIM CLOSURE TOP OF PLATE -- -- z i EXISTING BEAM 1/2" GWB EXISTING BEAM RIM JOIST/RIM CLOSURE CAULKED EXISTING 1/2 GWB SHINGLE RIDGE GAP RIDGE VENT OR GASK£T£D TO TOP PLATE EXISTING 2x4 STUDS a EXISTING INSULATION DRYWALL CAULKED, GLUED EXISTING SHEATHING NEW HOUSEWRAP EXISTINGEXISTINGEXISTING �_�EXHAUST aIR OR GASKET O OP PLATE o NEW SIDING KITCHEN PANTRY LAUNDRY EXIStINCx SHINGL£S� ROOF (NO WORK) GARAGE FELT PAPER- SHEATHING (NO WORK) (NO WORK) 5/8" F.C. GWB ON WALLS (TYP.) DRYWALL CAULKED, GLUED AND CEILING PER CODE OR GASKETED TO BOTTOM PLATE EXISTING 3/4" SUBFLOOR (NO WORK) RAFTER Z BOTTOM PLATE CAULKED In La -6OR GASKETED TO SUBFLOOR o TOP OF SUBFLOOR -- -- 4 r m TOP OF FDN. --—-- q, a w EXISTING R-30 ° EXISTING SLAB b SUBFLOOR GLUED, GAULK£D OR o GRADE °,6 INSULATION °c GASKETED TO RIM JOIST/RIM CLOSURE d � RIDGE BEAM RIM JOIST/RIM CLOSURE CAULKED w EXISTING as OR GASKETED TO TOP PLATE m COLUMN -e RIDGE VENT DETAIL D. D•. Q; A EXISTING CELLAR .° o 5,� SILL PLATE INSTALLED OVER SILL GASKET b°6 (NO WORK) a a' b P QD o EXISTING FOUNDATION e a ° NOTE: SHADED COMPONENTS DESIGNATE % AIR BARRIER SYSTEM D. D• n � TOP OF FOOTING --—-- ° •rt°^ =•.rf AlfR SEALING DETAILS U SECTION B-B OL X '1♦ Lu 1LL R905.1.2ICEBARRIERS: jJj cq O 2x12 RIDGE IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING Cp O U 2x10 RAFTERS ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED (v Q r 1/2" CDX SHEATHING IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR l� ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED J CV ; 15" FELT ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES Y r, n/ ASPHALT ROOF SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER �` (y_ THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A Lu GONT RIDGE VENT SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED O \Q IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE P- ROOF VENTILATION 1:300 OF THE INSULATED LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN v O 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. j /� CEILING AREA UNIFORMLY DISTRIBUTED ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL O 9 1(1 (k EAVE TABLE:P32O L7 EDGE PRO 6' E T E ROOF,O TEN FROM T E IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED w J L NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE, _, 1L1 z to LL BUT NOT LESS THAN 12" BEYOND EXCEPTION:DETACHED ACCESSORY SIZE OF TRAPS FOR PLUMBING FIXTURES FROM THESAVEEDGEOFTHE ACCESSORY STRUCTURES O PLUMBING FIXTUIRE THE INTERIOR FACE OF THE EXTERIOR WALL TRAP SIZE MIN. BAFFLE AS REQUIRED FOR ROOF VENTILATION NOT CONTAINING CONDITIONED FLOOR AREA. O (INCHES) 2x4 C.G. 016 O.C. BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 LOCATED IN UPPER I/31RD AND/OR WHIRLPOOL ATTACHMENTS OF ATTIC ROVID£ ICE BARRIER PER LL ��.� I 2'1 ZSO5.1.2, TYPICAL ALL LL BIDET 11/4 �`� `. 12 Lu CLOTHES WASHER STANDPIPE 2 ENGINEER: DISHWASHER(ON SEPARATE TRAP) 1 1/2 SECTIONP3103: VENT TERMINALS FLOOR DRAIN 2 R-49 INSULATION IX6 AZEK FASCIA '~-�(--JC)i ?l P3103.1 VENT PIPES TERMINATING OUTDOORS. 12 `' KITCHEN SINK(ONE OR TOW TRAPS,'WTI H OR VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE —-- ON 2X6 SUB FASCIA J/,f Gj _Y r I_ WITHOUT INK(ONE R AND FOOD TRAPS, WIT DISPOSER) 1 1/2 OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN TOP OF PLATE - ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS 8 EXISTING ROOF 1 O OVERHANG �� , Q LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 P3103.1.1 THROUGH P3103.1.4. i"�� STRUCTURE TO BE AZEK SOFFIT WITH CONT G 1/2" GWB ON `� �� SCREENED VENT fl P3103.1.1 ROOF EXTENSION. WALLS AND CEILING `% �� /; LAVATORY 1 1/4 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET SPACKLE AND PAINT `. `� NEW 1/2 GWB ?� 1,* 0C THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE %, NEW 2x6 STUDS SHOWER(BASED ON THE TOTAL FLOW RATE NOT LESS THAN 6INCHES(150 MM)ABOVE THE ROOF OR 6INCHES(150 MM) _ EXISTING PROPOSED �` �� NEW R-21 INSULATION THROUGH SHOWERHEADS AND BODY SPRAYS) ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. o NEW 1/2" CDX SHEATHING FLOW RATE: 5.7 GPM AND LESS 1 1/2 P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. BALCONY OFFICE EXISTING R-30C NEW HOUSEWRAP MORE THAN 5.7 GPM UP TO 12.3 GPNI 2 WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, INSULATION ` NEW SIDING JEFFREY T. BUTLER, P.E. MORE THAN 12.3 GPM UP TO 25.8 GPM 3 OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, EXISTING MORE THAN 25.8 GPM UP TO 55.6 GPM 4 OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) GUARD 2X10 LEDGER WITH TECO Cl FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm. ABOVE THE ROOF. P3103.1.3 ROOF EXTENSION COVERED. EXISTING 3/4" SUBF EXISTING R.R. SUBFLOOR EXISTING TO FIT NEW WALL O WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND TOP OF SUBFLOOR - —-- III�� IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR EXISTING IS 7JI 560 C.J. g 12 O•G. 4" VTR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT °0 OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE TOP OF PLATE - —-- LL a OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS a O PROPOSED THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS „ EXISTING STEEL 1/2" GWB z T= z O SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW EXISTING 1/2 GWB BEAM EXISTING R-30 O uj m a RECONFIGURED ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE EXISTING 2x4 SCUDS INSULATION Q O V PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF EXISTING INSULATION Q ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA EXISTING SHEATHING }- „ , " , " 1 , 1 u , u I FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA NEW HOUSEWRAP \ / 1 2 1 2 ,3 (11 \ /2t1, 2"1 3": 2 I 2 1 \ OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. _ EXISTING EXISTING EXISTING / / NEW SIDING O 1_�4V L�4V W,G, TUB/ ` ; i W,C, LAY LAY 1 SUCH BIRDSSA AND RODENTS FROM ENTERING OR OR BLOCKING�TI-TIE VENT 'p�� LIVING AREA ENTRY z w (] Q o PIPE OPENING. (NO WORK) (NO WORK) COVERED W O O I � SHOWER TUB SHOWER 1 STOOP / P3103.1.4 SIDEWALL VENT TERMINAL. MO WORK) / \ U / SECOND FLOOR VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE \ 0 (L/ O Z N NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN Q/ O 11 „ u n " 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET W 2 3 2" � 2 3 211 / (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. EXISTING 3/4n SUBFLOOR (n IL a VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A 0 ti) }- O to EXISTING \ _ 3 3 STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT TOP OF SUBFLOOR ._ ' NUMMUMUNWR TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS TOP OF FDN. � ' TO REMAIN _ _ - - - - - - - - - - - - - - - _ _ AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING _ EX1StWG R-30 ;° O 6U7 GRADE cc U. � AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. �,� INSULATION � -----� , ----- ------= GRADE+•ter •.—� 1 It ' 11 11 I 11 I T`—.._� v rt , u 12 2 ", I P3103.2 FROST CLOSURE. b b _ F 12 2 111 12 1 1 2 , 2 , 1311 1 �Il.l LAV i 3 L,4V , I 1 LAV 1 1 2 , � WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS I W.C. 2"1 , 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL EXISTING z W.C. TUg/ W.C. SINK i SINK BE NOT LESS THAN 3 INCHES(76 NM IN DIAMETER.ANY INCREASE IN THE / SHOWER SHOWER TUS \ SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE D. COLUMN EXISTING CELLAR O � a / u u W THE THERMAL ENVELOPE OF THE BUILDING. °' d. U a (NO WORK) ° \ �mAINOOR �L P3103.3 FLASHINGS AND SEALING. 11 „ 11 „ 11 n 2" THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE 6 b 211 2 3 2° 2 2 2° 2" 3 WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING.11 EXISTING FOUNDATION o _ _ ° 4 FINAL MAPPAGE , D. 11 3 � P3103.4 PROHIBITED USE. e; a; 4 - ^'•-- F,L1,1 A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A TOP OF FOOTING --—-- -- - - - - - - - - -- VENT TERMINAL. • c c c-O- 1 ,-" ' ' REVIEWED BY ZBA ••ter}' ••art i ' P3103.5 LOCATION OF VENT TERMINAL. �11 TO AN APPROVED AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE D E C I S I 0 N#M) I SANITARY SEPTIC SYSTEM LOCATED LESS THAN 4 FEET(1219 N DIRECTLY BENEATH ANY DOOR, SECTION A-A DATED: OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL PLUMBING f SEi� D 1,4C-,>��4M CNTS� BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. GOPYRICsHt 2013 JEFFREY T. BUTLER, P.E,, P,C, REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 130 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE LOCAL ZONING ALL E PERFORMED ERF R O ES AND ORDINANCES HA ALL STATE,URISDICTION AND AMERICAN FOREST AND PAPER ASSOCIATION. (2018) (']CABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF o NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE ° TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER V ed MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT WIND LIMITATIONS-SECTION R301.2.1 i �rt+`�� OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ' ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BO IS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDENJOB CONDITIONS. ° FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) BAN RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND LIVE LOAD-SECTION R301.5 01 Appeals EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 Zoning Board OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FLAME SPREAD INDEX R302.10 / THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. CEILING JOIST TO PARALLEL F:AFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING R302.11 X"12 FIRE BLOCKING MATERIAL,R302.11.1 1, 111 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND LIGHT AND VENT LATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WTTH THE BLOCKING TO RAFTER(TOIrNAILED) 2-8d EACH END CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS RIM BOARD TO RAFTER(END-WAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE •° WALL FRAMING GLAZING-SECTION R308 ENGINEER. o Simpson Strong-Tie GARAGES AND CARPORTS-SECTION R309 • ° MTS30C OR CS 16 1'/a" TOP PLATE TO TOP PLATE(FA( E-NAIED) 2-16d(SEE NOTE 1) PER FOOT EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS COILED STRAP EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WOUCER COMPENSATION,ETC.) •• AT EACH ROOF RAFTER TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE • c USE 8-16d NAILS AT GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE o� EACH END a STUD TO STUD(FACE-NAII ED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. FOAM PLASTIC-SECTION R316 0 HEADER TO HEADER(FACE-NiULED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. PROTECTION AGAINST DECAY-SECTION R317 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE STUD TO ROOF RAFTER SITE ADDRESS-SECTION R312 CREOSOTED. 3-16d PER 2x6 STUD ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH CONNECTION z � O a 4-16d PER 2x8 STUD N FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. � N BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATIONS-CHAPTER 4 ENDJOIST OR BLOCKING(FAC] -NAILED) 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE. FLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION NOTES: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF EXISTING THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END COMPLETION OF THE JOB. z BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK FLOORS-WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE Q LEDGER STRIP TO BEAM(FACIA NAILED) 3-16d EACH JOIST SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. FLOOR CONSTRUCTION: JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 3/a"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY, m lu FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST FASTEN PER TABLE 3.1 WFCM 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK as FINISH FLOORS PER AGREEMENT ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. ROOF SHEATHING WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET IN ACCORDANCE WITH TABLE 3.1 WFCM CODE'S MINIMUM STANDARDS. OVERHANGS AS NOTED DIAGONAL BOARD SHEATHING VENTED SOFFITS 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ALUMINUM GUTTERS AND LEADERS SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR 1"x6"OR 1"x8" 2-8d PER SUPPORT SIDING:SEE ELEVATIONS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED TYVEK HOUSEWRAP ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. 1"x10"OR WIDER 3-8d PER SUPPORT '/i'CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE CEILING SHEATHING '/i'GYPSUM WALL BOARD INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 5/8"TYPE X GWB IN GARAGE CONTRACTOR OR LOCAL BUILDING DEPARTMENT. 'V2"MR GWB IN WET AREAS U, WALL SHEATHING AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE UPLIFT-CONTINUOUS PATH CONNECTORS EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING (� STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) USE SIMPSON STRONG-TIE CONNECTORS !� X FOR NON-BEARING WALLS. FOLLOW PRODUCT SELECTION GUIDE AND FIREBOARD PANELS FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 INSTALLATION MANUAL FOR HIGH WIND RESISTANT ` CONSTRUCTION CATALOG C-HW02 7/16" 6d 3"EDGE/6"FIELD ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD (� ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) ANCHOR BOLTS IN FOUNDATION USE: ++- LU 0 U 25/32" 8d 3"EDGE/6"FIELD FASTENERS PER SHINGLE(SECTION R905.6) N.A. UNDERLAYMENT APPLICATION(SECTION R905.2.7) - r M GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) SILL PLATE TO RIM JOIST USE: HARDBOARD 8d SEE TABLE 3.11 THIS SHEET UNITS HORIZONTAL(17-PERCENT SLOPE), N.A. T' UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT GARAGE STUD TO GARAGE SILL PLATE USE: }- A O cq J SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. DIAGONAL BOARD SHEATHING APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL X }- O WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY RIM JOIST TO STUD CONNECTION USE: in I"x6"OR 1"x8" 2-8d PER SUPPORT TO HOLD IN PLACE. N.A. % 0 W 0 U- STARTING AT THE SAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF �Q Z (z LL 1"x10"OR WIDER 3-8d PER SUPPORT UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), FLOOR TO FLOOR CONNECTION USE: W FLOOR SHEATHING AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. N.A. Q O FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS RAFTERTO STUD CONNECTION USE: � • STRUCTURAL PANELS ICE PROTECTION(SECTION R 905.2.7.1) NITS 12,EACH ROOF RAFTER j�I M 1"OR LESS 8d 6"EDGE/12"FIELD UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) USE 8 16d NAILS AT EACH END FLASHING(SECTION R 905.2.8) GREATER THAN 1" 10d 6"EDGE/6"FIELD CHIMNEY'S AND FIRESPACES-CHAPTER 10 RAFTER TO RIDGE TO RAFTER CONNECTION USE: LL ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT CS20 USE 8-8d NAILS IN EACH END DIAGONAL BOARD SHEATHING MECHANICAL-CHAPTER 12 AT EACH ROOF RAFTER GENERAL MECHANICAL SYSTEMS-CHAPTER 13 1"x6"OR 1"x8" 2-8d PER SUPPORT HEATING AND COOLING EQUIPMENT-CHAPTER 14 DECK POST TO CONCRETE CONNECTION USE: EXHAUST SYSTEMS-CHAPTER 15 1"x10"OR WIDER 3-8d PER SUPPORT DUCT SYSTEMS-CHAPTER 16 N.A COMBUSTION AIR-CHAPTER 17 DECK POST TO GIRDER CONNECTION USE: A,,;��:\ � ,� •,4\ 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. CHIMNEYS AND VENTS-CHAPTER 18 N.A. IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, PLUMBING-PARTVII NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, F'4 n G GIRDER TO DECK JOIST CONNECTION USE: SUCH AS SHEAR PATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. N.A. 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF PORCH POST TO DECK USE: NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. N.A. PORCH POST TO GIRDER USE:2-AC4 � N.A. PORCH ROOF RAFTER TO GIRDER USE: TABLE 3.11 (WFCM HIGH WIND EDITION) N.A. JEFFREY T. BUTLER, P.E, (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS p _ )7 SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING FINAL �� AA� MAP l"1'S O �O OR PANEL SIDING FOR 8d COMMON NAILS I�I � (SEE NOTE 1) (IIICHES,O.C.) Fi (SEE NOTE 3) (INCHES,O.C.) -- REVIEWED BY ZBA z r ° o 4'EDGE ZONE 16 E 6 DECISION# O z o u F 12(SEE NOTE 2) DATED: a .Q 1 p Q -1 >_ 0 F 12 0 d z o INTERIOR ZONE 16 E z � Q 0 E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10(WFCM HIGH WIND EDITION) CS20 USE 8-8d NAILS RIDGE TENSION STRAP W F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS IN EACH END AT 0 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED(PER TABLE R301.2(4)A) EACH ROOF RAFTER (Y Z O REQUIREMENTS SHALL BE USED. W IY SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING U) Q N 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS O MEMBERS WITH GZ0.49.FOR FF:AMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) U O BE REDUCED TO 6 INCHES O.C. (SEE EOT E 3) (INCHES,O.C.) IL I 4'PERIMETER EDGE ZONE 16 O - 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED F 6 w FOR COMMON NAILS. E 6 RAFTER CL O u O � 16 INTERIOR ZONE F 12(SEE NOTE 2) = ►� GABLE ENDWALL RAKE AND RAKE TRUSS F 4 O TABLE 3.2B (WFCM HIGH WIND EDITION-2015) n SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM • MAXIMUM ANCHOR MAXIMUM ANCHOR JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH AT CATHEDRAL,CEILINGS BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. LSSU OR EQUAL., 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS PAGE : WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42SGQ.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. LATERAL AND SHEAR LOADS 1-3 STORY 31 48 RIDGE 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42<fyQ.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4INCHES O.C. TENSION-STRAP Q O O NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS DETAIL V WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. JAN 16 2024 Zoning Board of Appeals E 2x4 CONTINUOUS LATERAL BRACE AT 6'O.C. 0 TRUSS OR CEILING JOIST 2-10d NAILS GABLE END TRUSS o a a N 1 10-8d NAILS z w • n 5d COOLER NAILS AT 10"O.C. h w 2"x4"BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS = UC w GYPSUM BOARD 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS � ENDWALL GABLE ENDWALL BRACING U GISTS (��- � STUD (WFCM FIGURE 3.7a) 1J X F + u- BORED HOLE MAX — A A V 3: (�' � ctl � 50 o OF THE PLATE WIDTH ff 'm cal O DIAMETER 60% NOTCH GREATER THAN \— BLOCKINGlu 0 OF STUD DEPTH BLOCKING 0 r +�- _ -- r W 5/8"MIN.TO EDGE— 16d NAIL AT 24"O.C. GYPSUM BOARD U� d) r 16 GAGE(0.054")AND 1.5"WIDE 5!8"MIN.TO EDGE METAL TIE ACROSS AND TO EACH SECTION A-A }- m QC SIDE OF THE NOTCH WITH 8-16d �Q 0 NAILS EACH SIDE m X 0 NOTCH MUST NOT EXCEED 40%OF STUD DEPTH LL co FLOOR BRACING AT END BAYS INSTALLED IN ACCORDANCE STRUCTURAL PANEL zuL0TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C.J"VWOOD WITH NAILING SCHEDULE (L OLO—W (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) NN BORED HOLES SHALL NOT 8d NAIL AT 12"O.C.ON ALL U- BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. LL CROSS SECTION OF CUT OR FRAMING MEMBERS NOT AT PANEL EDGES ul NOTCH IN STUD (a)OUTSIDE CORNER DETAIL � 12"MAX. TOP PLATE FRAMING TO ACCOMMODATE PIPING 8d NAIL AT 6"O.C. GYPSUM BOARD FNr�INFFR. AND BORED HOLE LIMITATIONS s WADQUIREMENTS (ALL PANEL EDGES) \ "y. co eF Yj'/41- NOTCHING FOR INTERIOR NONBEARING WALLS r;_ �FE, (WFCM 2015 SBC HIGH WIND EDITION) (0 ,c'� NO CEILING WOOD STRUCTURAL PANEL r RAFTERS AND CEILING CENTER 2x BLOCKING DIAPHRAGM INSTALLED IN ACCORDANCE ; �� � � JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE } �' ROOF TRUSS (TABLE 3.1,WCFM HIGH WIND EDITION) 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL TOP PLATE SECOND STORY SEE DRILLING AND EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E. NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING FRAMING MEMBERS NOT AT Ca JOIST IS PERMITTED TO (b)INSIDE CORNER DETAIL TOP PLATES BE CUT OR NOTCHED PREFERRED METHOD � m FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- 8 SEE DRILLING AND SEE DRILLING AND EXTERIOR CORNER FRAMING BOTTOM PLATE NOTCHING PROVISIONS 0 o NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATE ~ O a O WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN W z 111 r STUD W` L 0 p T JOIST ENDS TO BE 15" p E— BLOCKED AGAINST ? )- 0 m ROTATION IN ACCORDANCE o z Y ° BORED HOLE MAX —� STUD TO RAFTER CONNECTION FOR BLOCKING PLE S S O O Z WITH WFCM 3.3.1.3-END RESTRAINT <j n 0 Q � DIAMETER 40% TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION jIj OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER I 30" W O DEPENDING ON CONDITION,SEE DETAILS ON SHEET 7 OF 7 THIS SET " 21"CLEARANCE O i-- 5/8"MIN.TO EDGE BEARING HEADER TO STUDS 21 CLEARANCE 24"CLEARANCE Q (LI =3 z A WALL IN FRONT OF ff 0 O 5/8"MIN.TO EDGE PENING d N y- NL N FULL LENGTH LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS WATER SHOWER 0 � NOTCH MUST NOT EXCEED BAND JOIST BOTTOM PLATE WAL OR BIDET N - -' CLOSET ( = U u 25%OF STUD DEPTH NOS' 15" 15" WALL 0 cn O NOTCHES SHALL NOT BE OR BLOCKING UPLIFT CONNECTION IS REQUIRED-10 tL LOCATED IN MIDDLE ONE-THIRD • -------------------- OF -- AT EACH END OF HEADER AND O a� JOIST - �T...T T--- * -- AT BOTTOM OF HEADER STUDS IN Z STUD LENGTH SILL PLATE t,1PLIF i ADDITION TO CONNECTORS AT IF HOLE IS BETWEEN 40%AND 60% i cON cTQR WALL STUDS AND AT TOP AND MAP O Q a CRAWL SPACE OF STUD DEPTH,THEN STUD MUST SUBFLOOR • i i UIRED BE DOUBLE AND NO MORE THAN BOTTOM OF CRIPPLES E U $ n BORED HOLES SHALL NOT OR BASEMENT E D BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE FOUNDATION T Z BA CROSS SECTION OF CUT OR DOUBLED AND SO BORED 21"CLEARANCE 21"CLE > I S r O N# STUD TO PLATE NOTCH IN STUD /FOUNDATION TE D: TUB HEADER TO STUDS:USE LSTA 18 W/1410d NAILS STUD TO PLATE/FOUNDATION: PAGE : FRAMINGLATFORFRAMINGINTERMEDIATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 lOd NAILS IN STUD AND 410d NAILS IN PLATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT WATER CLOSETS TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE R307.1 S of 10 (WFCM 2015 SBC HIGH WIND EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REF'RODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. JAN 16 NZ4 zoning Board of Appeals z a �� a � a a 4 z IIi N o o v ♦' ``� t w ♦ ` x � ® ® ® � ® � ®® ® as � �F Ell— a® I I I I Q: x SIDE YARD PYRAMID Lu LL I �- W i w 3r � N -v `` JU mm �- � ZCLUE a a w (L O I I ENGINEER: ♦ , ,•,fir `_ r J r Ali ,♦ `\ ' Ill �'�.< �\� del �, + o - p ®® 13 F=-3 F=---]0 © ® ® ® I o I o ®® 0 0�0 © CD H z o o IL I ®® 43 I C/) d o z - NCO 0 FRONTIREAR YARD PYRAMID o w o n I I W xo0 a w Z3 N a doh � -- u 0 N � p n F a O Q Q u a n FINAL MAP REVIEWED BY ZBA DECISION# FACE : 10 of 10 COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 18 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. GAGNON-HAN RESIDENCE 1 1 15 Arrowhead Lane Peconic, New York EXISTING GREEN GIANT ARBORVITAE HEDGE S 05'50'10"E 290.00' n uuuunuuunumumuumuuuumm nuuunuum uuuunnunuwnunnnnwww nuuuuuuuuuuuuuuuuuunn nnnnnnwuuumuuuunnmuu nwuut \ v EXISTING tinuunuuuunuuuuuuuuuuuunuunuunuununnun uuuuuwuuw nnuuuuuuunuumuuuuuuuuuuuuuuuuw uuum ununuuuuunmuuuuuuuuuuuuunnunuuuwmuumunuuuuuuuuunuuuuunnnnuuuumunuunnuur auuuuum- STOCKADE F FENCE _ (TYP.) = h v � �- -- - -- --- -- � = PROPOSED PROJECT LIMITING SILT FENCE mars all poetzel AREA OF DISTURBANCE=33,465 SF PROPOSED - DgNDSC/�% PE AQCHJECTU � E EXISTING 18'X 40' POOL = (OR.77 ACRES) - EXISTING PARTIALLY (PERMIT ACQUIRED) WOODED AREA 3 ELEVATED PATIO7 = TO BE REMOVED PO Box 478 5175 Middle Road 8'-0" 41'-6" - Mattituck, NY 11952 ""���nia�wmnuuumfuuwmuwnu�uunuwmu 50'PRINCIPAL - PROPOSED phone: _ ON-GRADE - 631) 209 2410 = REAR YARD SETBACK ail fax 631 315 5000 POOL PATIO = email:: studio@mplastudio.com - — - - ' -- — — --Q- - - - '— - rt i PROPOSED TX 17' a r? OUTDOOR KITCHEN q I ON PROPOSED DECK = EXISTING GREEN GIANT SURVEYOR: v ARBORVITAE HEDGE Ward Brooks Land Surveyor = 41 SF PORTION OF 98 SF PORTION OF PROPOSED 832 SF DECK+STEPS _ 11 Ocean Avenue PROPOSED DECK PROPOSED DECK (2'-5"MAX. HT.ABOVE GRADE) Blue Point, NY 1 1715 REQUIRING VARIANCE REQUIRING VARIANCE _ RELIEF RELIEF EXISTING 356 SF _ Office: (631) 576-7794 DECK+STEPS O 693 SF PORTION OF o TO BE REMOVED = PROPOSED DECK+STEPS RESIDENCE ALLOWED AS OF RIGHT PROPOSED ON-GRADE MASONRY WALKWAY EXISTING CHAIN LINK D I FENCE(TYP.) EXISTING STOOP EXISTING = STOOP EXISTING PROPOSED POOL GRAVEL DRIVEWAY - EQUIPMENT PROPOSED ON-GRADE TO BE MODIFIED LOCATION EXISTING = MASONRY WALKWAY �wunuumuwunuuuuuunnum numuuunumuunuuuuuuuuuuuuunuunuuuunuu ununuumuuuuuunum WOODED AREA TOPSOIL STOCKPILE EXISTING U.G. AREA WATER LINE L.P. - - -- - - - TANK / \ CONCRETE w / WASHOUT AREA 0 Z / EXISTING SITE DATA: N Ol°1 T40"W WOODED AREA SCTM#: 1000-98-3-7.1 \ / Zoning District: R-40 _ �� _ GRAVEL °� Lot Area: 46,389.69 SF (or 1.06 acres) - -- CONSTRUCTION s� NOTES: ACCESS I 1. Base map information based on survey prepared by Ward Brooks Land Surveyor dated July 9, 2020. 256.88 N 04°42'10'W 33.94' ,,,,,,,,,,,,,,,,,,,,,,,„ 2. This drawing is for the purpose of iI obtaining permits only. NOT FOR ,� - _ _ ,,,,,,,,,, - CONSTRUCTION. EXISTING Q WATER MAIN� / � R igiiogpiin, , 3. Unauthorized alteration of this plan is a AT STREET O W H E ��""'�u,,,, violation of NYS Education Law. A D LANE EDGE OF PAVEMENT REVISIONS DATE DESCRIPTION 03.26.24 ADD PROPOSED 3'X 17' OUTDOOR KITCHEN ON PROPOSED DECK. 04.02.24 CORRECT LOT AREA UNDER SITE DATA +UPDATE ZONING/ COVERAGE CALCULATIONS. EXISTING CONDITIONS IMAGES REPRESENT MATERIALS + DETAILS TO BE REPLICATED ON PROPOSED DECK S G *IMAGES ARE NOT AT 1115 ARROWHEAD LANE. DECK BELOW IS TALLER THAN PROPOSED. s e a , r :r , A 1 '7 5' W: Y - face /�� MAP U LI�L e ,j 3 7 ` r N G BOARD �"�.•""�' mil'-'w� ��� �) y; r � DE DATED�: ,. _ .. '> . , • ,,.� ' -- ' �= : ZONING + COVERAGE CALCULATIONS _ - - ` , r iY A i Zoning D f it Zoni District R40 Area Lot 46389. 9 F T .. 6 S : . !_ � t� --••.�i�r���••�"`"`' � Allowed Coverage (20%of Buildable Area) 9277.9SF LEGEND T r rf rf ` _ : . - EXISTING COVERAGE CALCULATION Ii ■ - ! , _ _ .: -�`- � .^: - •^ r :- � br- r. PROPERTY LINE raw Illir Existing House 3740 SF �+ t SITE PLAN ...,..., �.. . -. ,., <� ;— .___ _ — :. : fw .+, {- :� � A>•r. - Existing Deck+Ste s 356 SF r. �r -n __: � � >- 4847 SF 50'PRINCIPAL REAR Y o r., ARD SETBACK -- �a �. ExistingStoo s 145 F S ,, ( S.�.r.. i� s ...... a ra .._. _. t t ��.>f�`� lull) �9! ..�.�. - - =T— �_ _--- :~�,, Existing Partially Elevated Patio 606SF 1111111111111111111111111 PROJECT LIMITING SILT FENCE Total Existing Coverage 4847 SF 109% "` •, t �' EXISTING STOCKADE FENCE �, �f� . �Y�,� ,' ;�.,„; •�-,.b ,,, PROPOSED COVERAGE CALCULATION Existing House 3740SF 0 8 16 EXISTING CHAIN LINK FENCE ,r. ng Stoops x < 6 Existi to 145 SF X X � N '- SCALE 1 1 -S 1 - ' 0" Proposed Deck+Step s 832 SF - -- :a '-yryat"�'�+R91�:< P\1•;!�" , PROPOSED WIRE MESH FENCE `� 4 .._:�; _ ,�".,,�, -s•ti�,�r,�+,;f+�y�-�; :q+�►.'. �. - - 1552 SF Proposed Pool 720SF A.Fo N BY. r1 CHECKED BY: J.PAETZEL EXISTING U.G.WATER LINE DATE:2023.12.04 ,.. ., tall Proposed age F(1 7'/■) REVISED:2024.03.26 SHEET OF 1 _ - - To Cover 5437 S 1. 2024.04.02 k- is\ COUNTY OF SUFFOLK EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER CHIEF DEPUTY COMMISSIONER Received January 25, 2024 'UAN 2 5 2024 Town of Southold Zoning Board of Appeals 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 A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Paul Toobian #7887 Barbara Thermos &Alexandra Kapetanso #7888 ECAE 149, LLC #7889 Stephen Dubon #7890 Stephan Segovin #7891 Sebastien Gagnon #7892 Silver Sands Holdings I, LLC #7893,SE Silver Sands Holdings I, LLC 97894 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,2nd FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 0 (631)853-5191 Sr FORM NO. 3 TOWN OF SOUTHOLD Received BUILDING DEPARTMENT JAN 10 Z024 SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL Zoning guard of Appeals November 15, 2023 Amended: December 7,2023 TO: Gagnon, Sebastien 265 State St Apt 1202 Brooklyn,NY 11201 Please take notice that your application dated September 1, 2023: For permit to: construct additions and alterations to an existing single-family dwelling at: Location of property: 1115 Arrowhead Lane, Peconic,NY County Tax Map No. 1000— Section 98 Block 3 Lot 7.1 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations are not permitted pursuant to Article XXXVI Section 280-207, which states lots containing up to 80,000 square feet of lot area cannot exceed the maximum gross floor area calculation of 5,100 sf plus 5% of the lot area in excess of 40,000 sf,up to a total of 7,100 sf in size. The proposed construction has a calculated gross f1mr area of 5,756 sf, exceeding the permitted maximum of 5,419.58 sf by 336.52 sf.. e Additionally, the proposed deck addition in the Residential R-40 District, is not permitted pursuant to Chapter 280- Bulk schedule, which requires a minimum rear yard setback of 50 feet. The site plan shows the deck addition to have a rear yard setback of 44_feet 9 inches. T) 01 Aujorized 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, ZBA APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEAL AREA VARIANCE rieceived House No. 1115 Street Arrowhead Lane Hamlet Peconic 6 2024 SCTM 1000 Section: 98 Block: 3 Lot(s)7.1 Lot Size: 46,173.6 SF Zone 40 Zoning-mod Ot Appeals I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): Sebastien Gagnon and Cheryl Han Mailing Address: 265 State Street, Apt. 1202, Brooklyn, NY 11201 Telephone:917-455-0390 Fax: Email:sebastien.r.gagnon@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: Karen A. Hoeg for QQ Owner( )Other: Address: PO Box 9398, Riverhead, NY 11901 Telephone:631-727-2180 x269Fax: Email:khoeg la_suffolklaw.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED 12-7-2023 FOR: (X)Building Permit , ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXXVI Section 280 Subsection: 207 Type of Appeal. An Appeal is made for: N A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal OQ has, ( )has not been made at any time with respect to this property, UNDER Appeal No(s). 5042 Year(s). 2002 (Please be sure to research before completing this question or call our office for assistance) * 1. Proposed GAF 5,756 SF; permitted 5,419.58; over by 336.52 SF 2. Chapter 280- Bulk Schedule, min. rear yard setback proposed 44'9"where 50 ft. required Page 2,Area Variance Application Received Revised 6/2023 /0')jJAN 16 2024 REASONS FOR APPEAL Zoning Board of A (Please be specific,additional sheets may be used with preparer's signature notarized): Appeals 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: See Addendum 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: See Addendum 3.The amount of relief requested is not substantial because: See Addendum 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See Addendum 5.Has the alleged difficulty been self created? { }Yes,or {'}No why: See Addendum See Addendum • Are there any Covenants or Restrictions concerning this land? {X}No { }Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board 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. C Signat a of Applic t or Au orized Agent (Agent must submit 'tten Auth rization from Owner) Swor;to efore me this day ✓ivo?, ,20 Notary u is DONNABLOUNT NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIBL6390857 Qualified in Suffolk County My Commission Expires April 22.20—OU i ZONING BOARD OF APPEALS Received TOWN OF SOUTHOLD --------------------------------------------------=------x JAN 16 2024 In the Matter of the Application of Zoning Board of Appeals Sebastian Gagnon and Cheryl Han For variances from the requirements of Article XXXVI, Section 280-207 and Chapter 280- Bulk Schedule of the Code of the Town of Southold ---------------------------------------------------------x ADDENDUM OF APPLICANTS IN SUPPORT OF THE RELIEF REQUESTED PROPERTY: 1115 ARROWHEAD LANE,PECONIC,NY SCTM#: 1000-98-3-7.1 TWOMEY, LATHAM, SHEA, KELLEY, DUBIN& QUARTARARO, LLP Attorneys for Applicant By: Karen A. Hoeg, Esq. 56340 Main Road Southold,NY 11971 (631) 727-2180 Dated: January 4, 2024 Received � � 2 JAN 16 2024 Zoning Board of Appeals STATEMENT OF FACTS The Applicants, Sebastian Gagnon and Cheryl Han(hereinafter collectively referred to as the "Applicant") are seeking a variance from gross floor area pursuant to Article XXXVI Section 280-207 and a rear yard setback from the requirements of Town Code Section 280-Bulk Schedule in connection with renovations and additions to an existing single-family home. The second floor renovations are proposed entirely within the footprint of the existing structure with no new ground disturbance to their property located at 1115 Arrowhead Lane, Peconic. Any ground disturbance on what is being proposed subject to the variance relates to the proposed deck in the rear of the house. Variance relief is needed for a small portion of decking (41 SF) of the proposed rear deck (56 SF). The subject parcel is a subdivision lot in Arrowhead Cove and is a conforming 46,173.6 square foot parcel in the R-40 zoning district. There is an open-building permit from September 19, 2023 for a swimming pool. The Applicant received Suffolk County Health Department approval on December 3, 2022 (Ref. No. R-22-2078) and that Health Department application was filed October 24, 2022, just shortly after the new legislation was enacted restricting gross floor area based on lot size; §280-207. §280-207 of the Code was added October 18, 2022 by Local Law No. 10-2022; amended 12-13-2022 by Local Law No. 16-2022. The Applicant is seeking relief for 336.52 overage in gross floor area for second floor additions and a rear yard setback of 5.1 ft. where the rear deck is proposed at 44.9 ft. and 50 ft. is required as per the Bulk Schedule. 2 Received For the following reasons, the Applicant submits that variances from §280-2 d6 2024 Chapter 280-Bulk Schedule are warranted. Zoning Board of Appeals POINT I THE APPLICANT HAS MET THE TEST FOR THE GRANT OF AN AREA VARIANCE SET FORTH IN TOWN LAW §267-B Under §267-B, the Applicant must demonstrate compliance with the following standards to be eligible for the issuance of a variance: (a) whether the grant of the variance will cause an undesirable change in the character of the neighborhood or will create a detriment to nearby properties; (b) whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance; (c) whether the requested area variance is substantial; (d) whether the grant of the variance will have an adverse effect or impact upon the physical or environmental conditions in the neighborhood or in the affected area of the Town; and (e) whether the difficulty causing the applicant to request an area variance was self-created which consideration shall be relevant to the determination of the Board but shall not necessarily preclude the grant of the variance. The Applicant submits that under the facts and circumstances presented here, the Applicant can clearly meet the standards set forth in Town Law §267-B and, as a result, the relief requested herein should be granted. 1. The Grant of The Variance Will Not Cause an Undesirable Change in The Character of The Neighborhood or Create Detriment to Nearby Properties. The neighborhood is characterized by similarly sized dwellings, many of which are constructed on similarly sized lots. Here, construction to the second floor will take place within the footprint of the existing structure with no new ground disturbance. The proposed construction complies with lot coverage as 9,234.7 SF is permitted; existing is 4,847 SF and 3 proposed is 5,437 SF. The rear deck is proposed to be 56 SF and only 41 SF exteRnpat required rear yard setback. It is therefore respectfully submitted that, since the var"'*N24 Zon- essentially allow for the maintenance of the status quo, neither an undesirable cTIP&Itp`]w gppeals character of the neighborhood or a detriment to nearby properties will be created by the granting of this relief. 2. The Benefits Sought to Be Achieved by Applicant Cannot Be Feasibly Achieved by Some Method Other Than the Requested Area Variance. Variance relief to gross floor area is necessary to allow the additions to the second floor,namely proposed bedrooms, office, master bedroom and master bathroom with no new ground disturbance which will eliminate any impact to the neighborhood. Due to the Town Code change relative to gross floor area, the applicant must seek a variance. House plans were developed prior to submission to the Health Department in the fall of 2022. 3. The Area Variance Sought Is Not Substantial. While a variance for the gross floor area of 336.52 SF would seem substantial in this instance since the construction will be contained on the existing footprint, it is not and will be similar to many other homes in the surrounding neighborhood. The deck expansion is located in the rear yard and only requires a de minimus variance. 4. The Grant of the Variance Will Not Have an Adverse Impact on the Physical or Environmental Conditions in the Neighborhood or District. The front yard of the property is screened with plantings so the renovated home will be screened from view. The rear deck is located in the rear of the house and is also screened. There is no perceivable environmental impact from the proposed construction. Additionally, SCHD approval has been obtained for a low nitrogen system. 4 Received 5. The Self-Created Nature of the Alleged Difficulty Should Not PreANdl 24 Granting Of Area Variance Relief. Zonln The difficulty here stems from the request to add habitable space to an existing houseoal-C, or Appea�s tY q P Newly enacted code changes on gross floor area which were added to the code after the home was designed, requires the Applicant to seek relief. CONCLUSION For the reasons set forth herein, it is respectfully submitted that the standards of Town Law Section 267-B have been met and, as such, relief from the setback and lot coverage requirements set forth in Southold Town Code is warranted. Dated: Southold,New York January 4, 2024 Respectfully Submitted, TWOMEY, LATHAM, SHEA, KELLEY, DUBIN & QUARTARARO, LLP Attorney fo 1 cant By: 'KARE sq. 56340 Ma oad Southold,NY 11971 T: (631) 727-2180 5 Receive Zoning Board of Appeals JAN v APPLICANT'S PROJECT DESCRIPTION s 2OZ d Zoning Board of appeals APPLICANT: Sebastien Gagnon SCTM No. 1000-98-3-7.1 1.For Demolition of Existing Building Areas Please describe areas being removed: There is a roof modification to fit the proposed new space on second floor. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 3,305 SF existing; 374 SF garage. Dimensions of new second floor:1-961 SF pro op seds706 SF living area. Dimensions of floor above second level: None_ Height(from existing natural grade): Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: No 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: Cellar, 1 st floor, attic. GFA permitted 5,419.58 SF Number of Floors and Changes WITH Alterations: 2, cellar GFA proposed 5,756 SF within existing footprint IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 3,740 house; 356 deck; 145 stoop Proposed increase of building coverage: 1.8%; allowed 20%; proposed 11.85%. Square footage of your lot: 46,173.6 Percentage of coverage of your lot by building area(lot coverage) 11.8% Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280,Section 280-207 of the Town Code): Existing house 3,740 SF. For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280,Section 280-208 of the Town Code): Yes V.Purpose of New Construction: addition and deck expansion 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): Describe on separate page if needed: Flat Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 1 Revised 6l2023 62/ QUESTIONNAIRE / FOR FILING WITH YOUR ZBA APPLICATION ReGeived A. Is the subject premises currently listed on the real estate market for sale? JAIV Yes X No 62024 B. Are there any proposals to change or alter land contours? Zoning Bard of Appeals X No Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? 3.)Is the property bulk headed between the wetlands area and the upland building area? 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Please confirm status of your inquiry or application with the Board of Trustees: If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? Yes If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: Open Building Permit No. 49723; inground swimming pool G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. I. Please list present use or operations conducted at your property,and/or the proposed use single family J. (examples:existing single family,proposed:same with garage,pool or other) a4co ___- — QW&&' , '1�1 Auth rize signature at Received JAN 16 2024 1111111111111111111111111 IN Zoning 8GaT'd 0, 11111111111111111111 IN SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 12/17/2020 Number of Pages: 4 At: 8:23:59 PM Receipt Number: 20-0208314 *ELECTRONICALLY RECORDED* Transfer Tax Number: 20-14463 LIBER: D00013082 PAGE: 943 District: Section: Block: Lot: 1000 098.00 03.00 007.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $1,295,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 . NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Comm.Pre s $22,900.00 NO Transfer Tax $0.00 NO Transfer Tax Number: 20-14463 Fees Paid $23,295.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A.. Pascale County Clerk, Suffolk County -3CORDED Number of pages 4 12/1 l20 B:23:59 PM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013082 Social Security Numbers P 943 IIV� prior to recording. 20-19 3 l ee Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 31 Ff Ms JAN I A 7 24 Page/Filing Fee 20.00 Mortgage Amt. J. Basic Tax Z fd-et-Hppeals Handling 20• 00 2. Additional Tax TP-584 5.00 Sub Total Notation 0.00 Spec./Assit. or EA-52 17(County) 5.00 Sub Total 50.00 Spec./Add. EA-5217(State) 125.00 TOT.MTG.TAX 200.00 Dual Town Dual County— Held Held for Appointment >13 Comm.of Ed. 5• 00 Transfer Tax 0.00 Affidavit t Mansion Tax 0.00 � — The property covered by this mortgage is Certified Copy 0.00 or will be improved by a one or two NYS Surcharge 15. 00 345.00 family dwelling only. Sub Total YES or NO Other 395.00 Grand Total If NO,see appropriate tax clause on page# of this instrument. 4 1 Dist. Section Block Lot 5 Community Preservation Fund Real Property 200507B4 1000-098.00-03.00-007.001 Consideration Amount$1,2 95,0 0 0.0 0 Tax Service P T s Agency �y�D o CPF Tax Due $ 22,900.00 Verification Improved x 6Satisfactions/DischargeslReleases List Property Owners.Mailing Address RECORD&RETURN TO: Vacant Land Fidelity National Title - Riverhead,. NY TD 10 24 Connerce Drive Riverhead NY 11901 TD TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Ti a Corn Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkeountyny.gov/clerk Title# 8 Suffolk Countv Recording & Endorsement Page This page forms part of the attached DgE:]) made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD In the VILLAGE or HAMLET of BOXES b THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12-0104..,=kk (over) • -�yoy- t�85�� 1/ BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) Received STANDARD NYBTU FORM 8007 "A'V 6 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND ?0�4 PURCHASER BEFORE SIGNING. Zoning go THIS INDENTURE,made the /& day of.3eer' 2020 and pl HApeal& Between JOHN F.WOODS and SUSAN K.WOODS,as Trustees,or their successors in trust,under the WOODS LIVING TRUST,dated September 01,1999 and any amendments`thereto,residing at 1115 Arrowhead Lane,Peconic,New York 11958 4 s Rt�s 6A,&al iv:,f.e. party of the first part,and SEBASTIEN GAGNON and CHERYL RAN,residing at 265 State Street,Brooklyn, New York 11201 party of the second part, WITNESSETH,that the party of the first part,in consideration of One glil lion Two Hundred Ninety-Five Thousand.Dollan($1,295,000.00)and other valuable consideration,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being in the SEE SCHEDULE A ATTACHED(DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises described in a deed made by Elaine Mr Abelson,as Executrix of the Last Will and Testament of Nathaniel O.Abelson,deceased and recorded December 29,2000,in Liber 12093,.at Page 440. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the parry of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first-to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"-shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year fast above written. IN PRESENCE OF. ;XA� V vv John F.Woods,Trustee LIA aAjv 1��v>n%T Susan K.Woods,Trustee tyn NYSBA Residential Real Estate Forms on HotDM?(9100) Copyright Capsoffl Development -L- FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO.7404-068.5.79 SCHEDULEA-1 Received (Description of the Land) 1 For Tax Map ID(s): 100"98.00-03:00-007.001 JAN 16 2024 l ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and ltataing Board of Appeals of New York,known as Lots 6 and 7 on a certain map entitled,"Map of Arrowhead Cove"and filed In the Office of the Clerk of the County of Suffolk on 6/20/1963 as Map No.3810,bounded and described as follows: BEGINNING at a point on the easterly side of Arrowhead Lane distant 919.64 feet southerly as measured along the easterly side of Arrowhead Lane from the,comer formed by the intersection of the easterly side of Arrowhead Lane and the southerly side of Indian Neck Road; RUNNING THENCE North 84 degrees 09 minutes 50 seconds East 148.67 feet; THENCE South 05 degrees 50 minutes 10 seconds East 290.00 feet; THENCE South 84 degrees 09 minutes 50 seconds West 169.56 feet to the easterly side of Arrowhead Lane; THENCE Northerly along the easterly side of Arrowhead Lane the following two courses and distances: 1. North 04 degrees 42 minutes 16 seconds West 33.94 feet; 2. North 01 degrees 17 minutes 40 seconds West 256.88.feet to the point.or place of BEGINNING. THE POLICY TO BE ISSUED under this commitment will Insure the title to such buildings and Improvements on the premises which by law constitute real property, FOR CONVEYANCING ONLY: Together with all the right,title and interest of the party of the first part,of in and to the land lying in the street in front of and adjoining said premises. END OF SCHEDULE A Commitment forT&Insurance POW;09.14.20 @ 08;41 AM SchedWe A-1 Onmption NY-FT-FRVH-01030.431004-SPS-1.20.7404008579 r • V State of New York ) ss: County of Suffolk ) ROCeiVP6 On this /G day of Sap T 2020,before me,the undersigned,personally appeared A N JOHN F.WOODS,personally known to me or proved.to me on the basis of satisfactory evidence to the A 2024 be individuals whose names are subscribed to the within instrument and acknowledged tome that they executed the same in their capacities,and that by their signatures on the instrument,the individuals,or ZOning 80ar0 the person upon behalf of which the individuals acted,executed.the instrument. u' ryi✓u�;;�r.• Notary P_ is AOBI3tTDEfflESE r)I Y��►l��'` Q 1 NMM putuc,BUSE OF NEW rows Roombatian No.01 DE5035117 Qualified In 8u11olk County MyCorruNselen Expires October 24,2022 el State of New York ) 5kA �0 )ss: County of Suffolk ) On this A. day of' $e or— 2020,before me,the undersigned,personally appeared SUSAN K.WOODS,personally known to me or proved to me on the basis of satisfactory evidence to the he individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacities,and that by their signatures on the instrument,the individuals, or the person upon behalf of which,the individuals acted,executed the instrument. Notary Public A tC ROBEKDEMESE wMrtrKIBLIC SVnOFNEwrows Ragtatmtlon No.01 DE5035117 QueOfiedIInSuffolkCounty NlyCommisaidnExpires October 21,20Q2 54AN2. of 08W vow 5vKro1K Goy NYSHA Residentlal Real Estate Forms on HotDoce'(9106) 2- CoPYright Capsoft'Development FORM NO. 4 Received 2 TOWN OF SOUTHOLD JAN 16 2024 BUILDING DEPARTMENT Office of the Building Inspector Zoning B Town Hall O$Cd O1 HPp�6cil� Southold, NAY. CERTIFICATE OF OCCUPANCY No: Z-29741 Date: 09/30/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1115 ARROWHEAD LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 98 Block 3 Lot 7.1 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 14, 2002 pursuant to which Building Permit No. 28224-Z dated MARCH 29, 2002 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 CONSTRUCT ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK, ENCLOSED PORCH, AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA $#5042 DATED 1/10/02. The certificate is issued to WOODS LIVING TRUST (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0236 07 09/03 ELECTRICAL CERTIFICATE NO. 1096808 09 16 03 PLUMBERS CERTIFICATION DATED 09 16 03 CUTCHOGUE EAST PLUMBING A t rized Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD Receive BUILDING DEPARTMENT Office of the Building Inspector JAN,1 6 2024 Town Hall Southold, N.Y. Zoning Board of Appeais CERTIFICATE OF OCCUPANCY No: Z-32503 Date: 08/06/07 THIS CERTIFIES that the building ADDITION Location of Property: 1115 ARROWHEAD LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 98 Block 3 Lot 7.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 27, 2007 pursuant to which Building Pexinit• No_ 32850-Z dated MARCH 27, 2007 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 SECOND FLOOR ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WOODS LIVING.TRUST (OWNER) of the aforesaid building. SUFFOLK• COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3040098 07/23 07 PLUMBERS CERTIFICATION DATED 07 02 07 THOMAS AZZARA Authorized Signature Rev. 1/81 1 �o�g�FFO Town of Southold 8/26/2021 o y P.O.Box 1179 Receiveci co i 53095 Main Rd WI oy o� ifi Southold New York 11971 JA N 16 2024 115ad of Appeals CERTIFICATE OF OCCUPANCY No: 42294 Date: 8/26/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1115 Arrowhead Ln.,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/8/2020 pursuant to which Building Permit No. 45357 dated 10/21/2020 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: additions and alterations,including rear and side stoop,unfinished basement,and screened porch altered to living space,to existing 4 bedroom single family dwelling as applied for. The certificate is issued to Gagnon,Sebastien&Han,Cheryl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45367 6/21/2021 PLUMBERS CERTIFICATION DATED 7/12/2021 T an Plumbin A o ze ignature f F�0I TOWN OF SOUTHOLD R1 �s BUILDING DEPARTMENT TOWN CLERK'S OFFICE DceiN,rpd SOUTHOLD, NY � }, JAN 16 2024 �'T`errrrr ciT BUILDING PERMIT Zoning Board of Appeals (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49723 Date: 9/19/2023 Permission is hereby granted to: Gagnon, Sebastien 266 State St Apt 1202 Brooklyn, NY 11201 To: Construct an accessory inground swimming pool to an existing single-family dwelling as applied for. Pool and pool equipment must maintain a minimum setback of 15 feet. At premises located at: 1115 Arrowhead Ln, Peconic SCTM #473889 Sec/Block/Lot# 98.-3-7.1 Pursuant to application dated 8/2212023 and approved by the Building Inspector. To expire on 312012026. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-SWIMMING POOL $50.00 Total: $300.00 Building Inspector .� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 ht s://www.southoldtoM . ov ` OCOBve APPLICATOON FOOD BUILDING PERMIT JAi�a Receivedte �162024 zoniro For Office Use Only 1/ PERMITNO. ! Building Inspector, AUG 2 2 2023- Applications and forms must be filled out in their entirety.incomplete applications will not be accepted. Where the Applicant Is not the owner,an BUTI.DiNG DEPT. I'. Owner's Authorization form(Page 2)shall be completed. TOWN •1 ,Rnt'T1, I Date:08/17/2023 OWNER(S)OF PROPERTY: Name:Sebastien Gagnon SCTM#1000-98-3-7.1 Project Address:1115 Arrowhead Lane, Peconic, NY 11958 Phone#:917-455-0390 I Email:sebastien.r.gagnon@gmail.com Mailing Address:1115 Arrowhead Lane, Peconic, NY 11958 CONTACT PERSON: Name:Jonathan Paetzel MailingAddress:PO Box478 Mattituck, NY 11952 Phone#:631-209-2410 Ext. 2# Email:jonathan@mplastudio.com DESIGN PROFESSIONAL INFORMATION: Name:Jonathan Paetzel - Marshall Paetzel Landscape Architecture, PC Mailing Address:PO Box 478 Mattituck, NY 11952 Phone#:631-209-2410 EXt.- 2# Email:jonathan@.mplastudio.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION @New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: EOtherSwimming Pool $75,000 Will the lot be re-graded? ❑Yes IN No Will excess fill be removed from premises? ❑Yes IN No 1 o� PROPERTY INFORMATION Existing use of property:Residence Intended use of prope b% nce I Zone or use district in which premises is situated: Are there any cdilletira;;tE6ddesttrid•*q Wth respect to R4 0 this property? ❑Yes INNo IF YES,PROVIDE A COPY. 8 Check Box After Beading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as proulded by Chapter z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,Now York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolltlon as hereln described.The appticant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(,)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 230AS of the Now York State Penal Law. Application Submitted By(p nt 'a e); onathan Paetzel ®Authorized Agent ❑Owner Signature of Applicant: Date: 08/17/2023 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BUS1 85050 SS: Qualified In Suffolk County COUNTYOF ] Commission ExpiresAprll 14,20A being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1 6�day of ��- 20c+--3 � Notary Public PROPERTY OWNER AUTHO 8ZA1f9®N (Where the applicant is not the owner) I, Sebastien Gagnon residing at 1115 Arrowhead Lane Peconie, NY do hereby authorize Jonathan Paetzel to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date -SAOXVl-(; 6AC-mcml Print Owner's Name 2 pcekfed -7 JAN ISM - C, 9) Appeals Zonin Board of A °n 5 L5 1�. � Scott A. Russell C SUPERVISOR (G lEA/1[JENT SOUrHOLD TOWN HALL-P.O.Box 1179 d Town of Southold Main Road-SO'UTHOLD,NEW YORK 11971 o� d Building Department Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM r� y'r II ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT i Ei! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) l — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) '�' NAME: d 4J 6lL, Date: g�Z2i 2022j:: I i I l a'rmN s y i iS%g� ne% �—C " �� a�kav� t �� Gaa Contact Infor n: :4:•Mud8lelephnneNumheil Fy Q 7- L-1 j +j Property Address / Location of Construction Site: ; •± CZt.�1 �e4� r� - S.C.T.M. #: 1000 ;1: v District r` Section Block Lot yr± i.; TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - — Ji Area of Disturbance is less than I Acre. No S P D E.S. Permit is Required 1 Project ect does Not Discharge to Waters of the State. No S P D.E.S. Permit f5 Required! Q j g ;;i ❑ - Area of Disturbance is Greater than 1 Acre&Storm-��'ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. [] Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold THE APPLICANT MUST OBTAIN. Towns MS4 Systems to Waters of the State of New York. ` a S P D E S Permit through the Southold Town Engineer ins Department Prior to Issuance of a Building Permit. 1.4 Reviewed By: Date: 46-1 '•.FlIRM 0 cM('P-T(1C Clrrni-%ar 9nIR Re ce! v,d �j -73 � 3 COUNTY OF SUFFOL { �4.Ptal 6C ed JAN 6 2024 0 . Board of Appeals. Zoning STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT,MD,MPH Commissioner PERMIT CONDITIONS Project Name: 1115 Arrowhead Ln Health Services Reference#: R-22-2078 SCTM#: 1000098000300007001 Revision#:0 The attached plan,when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply,sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences.Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan)expires three(3)years after the approval date.Any modification to the approved design requires the submission of a revised plan and additional fees(if applicable)for approval prior to construction. No inspections will be if performed by the department a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed,transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend,or Transfer an Existing Permit for Single Family Residences(Form WWM-104). It is the applicant's responsibility to schedule an inspection-of the sewage disposal and/or water supply facilities prior to backfilling.This includes inspections of the sewage collection and disposal systems,water supply system components and piping,and final grading as shown on the approved plans.This can be done by calling the department at(631)852- 5754,or through the ACA Portal at https://aca-prod.accela.com/SUFFOLKCO. In certain cases, inspections,of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling(631) 852.5700 between 8:30a.m.and 9:30 a.m.,the morning of the inspection.Article VIl of the Code, "Septic Industry Businesses," requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings,additions to existing buildings, or for the use of sewage disposal or water supply systems. OLE4 VWVM-016 Page 1 of 2 eceived Project Name: 1115 Arrowhead Ln Health Services Reference#: R-22-2078 JAN 16 2024 SCTM#: 1000098000300007001 Revision#:0 Zoning Board of Appeals CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building ,occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences(Form WWM-041). INSPECTIONS REQUIRED— For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day. Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. DOCUMENTS REQUIRED: Four(4) prints of an.As-Built plan (See instructions Form WWM-041) Certification from the licensed sewage disposal system installer(Form WWM-078) Certification of Sewage Disposal System Abandonment(Form WWM-080) Signed copy of the Operations & Maintenance Contract for the I/A OWTS Completed Application to Register an I/A OWTS (Form WWM-304) Design Professionals,Certification of Constructed Works (Form WWM-073)for: I/A OWTS i WWM-016 Page 2 of 2 99aa-Ass u• " — GAGNON-HAN RESIMDENCrE ^n^a 0 / . \ OOI--NG RTFENQ �n� I O� Blue, LANDSCAPE ARCHITECTURE • p BBuer m¢ mnvB B � rvnwer.w �rmt.e,ae e Q D Cf �w $ l'O^� Ioamrely �a I p I AP,1 LLr /z p 'E^l q, ^_< BPxe,Blemr rmr�vviBw�m - 2 coNQTQurnoN�ccEssDEruL Rdnsd. lY` �l `\i � O • �Q I•, e meBre O / ,Bxmud, A R 1D 0 1 R O►iy H �.® .. .1 E-AAID) LAN Bawnu � ° mwm..wo .� 0 0 0 D a o 0 o se..oe.o�.e,eeBnBP,. ob BwB � imeo.w...e„ m xdr. :o B.,B, BPeB..Beame eBwB u�BPnPP wvalBvcnoH. �pmeP , \fQECASI CONCQEIE DQYW91 ONm Ctivdatlonmd Auvum StlNi eoPenda•,euAevrD.R,siP>oyvavael.FVPwo,umnMBums-+B,mcl wy� ooe ��`� xensr neP®dBmeeweie.FOeae P,m,U•Fopm,Bei/ern BOAQB,B,q. 7 9 noPm.e vmlrmDleiss B,mBI•enas ,o.ea,wunwo j1O1 4n,3ss.lv.edeel�l•Lesa/c Ba B..rlail•,ie'd,yn,.pe eomewertld 4.aT SSE y�� 'm,F-mnoenY,mBNums � Bun ,I J'-+ �-ci umreoaoere 1 V e r ,'VF LEGEND re'^�^ ®�A- ,9e?'rya.�.a.�n Y'�5: fovmmnuce,.sca SfOF1IF-' 4 GTCN QIIANIN GIIAVB.DQF/EWAT Ilvnade � m.w-mwv _ STORMWATER 003 0 "a r FIK 0 F 0 MANAGEMENT EE�0 CONTROL PLAN \TfENGN DWN IN=M�r � � �� 0 WMCP 0 S B.. CD —lop, OD �0 B Town of Southold 8/26/2021 P.O.Box 1179 Received 53095 Main Rd Southold,New York 11971 JAN 16 2024 r Zoning Board of Appeals CERTIFICATE OF OCCUPANCY No: 42294 Date: 8/26/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1115 Arrowhead Ln,,Peconic SCTM#: 473889 Sec/Block/Lot: 98:3-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/8/2020 pursuant to which Building Permit No. 45357 dated 10/21/2020 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: additions and alterations,including rear and side stoop,unfinished basement,and screened porch altered to living space,to existing 4 bedroom single family dwelling as applied for. The certificate is issued to Gagnon,Sebastien&Han,Cheryl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45367 6/21/2021 PLUMBERS CERTIFICATION DATED 7/12/2021 T an Plumbin AozedAfgnature 1 r,N- r\ APPEALS BOARD MEMBERS S Southold Town Hall r /� Gerard P. Goehringer, Chairman ��� pGy 53095 Main Road X �/ James Dinizio,Jr. otU VV Lydia A.Tortora 0 ,? SouthoPd,"New 11971-0959 Lora S.Collins ZBA Fa�p 3 ) 6 64 George Horning y�Jp� ���! Teleph 3�) t5'- 09 BOARD OF APPEALS Zoning Bwd 01, APP@&+' TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 10, 2002 Appl. No. 5042—WOODS TRUST CTM Parcel 1000-98-3-7.1 STREET& LOCATION: 115 Arrowhead Lane, Peconic. DATE OF PUBLIC HEARING: January 10, 2002. FINDINGS OF FACT PROPERTY FACTS: The subject property is an unimproved parcel of 46,390 sq. ft. in the R- 40 District, with frontage of 291 feet on Arrowhead Lane in Peconic and depth of 149 feet (north) and 170 feet(south). BASIS OF APPEAL: Building Department Notice of Disapproval dated October 29, 2001 denying a permit to build a new house because the proposed front setback is 35.4 feet whereas 50 feet are required. AREA VARIANCE RELIEF REQUESTED: Applicant originally requested a variance authorizing construction as proposed in the Building Permit application, with a front yard of 35.4 feet. At the hearing on January 10, 2002, the application was verbally amended to request a front yard of 45.4 feet (with a conforming rear yard of 50.5 feet). REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. Applicant believed the rear yard requirement to be 60 feet, under Code section 100-244 for a nonconforming lot of this size. However, this is a conforming lot in the R-40 Zone, and a 50-foot rear yard is required. In light of this, applicant agreed at the hearing on January 10, 2002, to locate the house 10 feet further from the front lot line than originally proposed, resulting in a front yard of 45.4 feet versus a requirement of 50 feet. 2. The requested front yard variance of 5.4 feet is modest, and the proposed front yard is deeper than others nearby. Grant of the requested variance will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. 3. There is no evidence that grant of the requested variance will have an adverse effect or impact on physical or environmental conditions. 4. Grant of the requested variance is the minimum action necessary and adequate to enable applicant to construct his home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Tortora, it was Page 2-January 10,2002 ��Cl�/� ZBA Appl. No. 5042—Woods Trust Parcel 1000-98-3-7.1 at Peconic JAN 16 2024 Zoning Board of Appeals RESOLVED, to DENY the original request for a variance authorizing a front setback of 35.4 feet, and ALTERNATIVELY to GRANT a front yard variance at 45.4 feet, subject to the CONDITION that the rear setback shall be at least 50 feet. This action does not authorize or condone any current or future use, setback or other feature of the subject property that violates the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Goehringer, Tortora, Collins, a in m r inizio was absent.) This Resolution was duly ADOPTED (4�0) rr GERARD P. G E ING , CHAIRMAN Approved for Filing Received AGRICULTURAL DATA STATEMENT JAN 16 2024 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Zoning Board of Appeals WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit,site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant:Sebastien Gagnon and Cheryl Han 2. Address of Applicant:265 State Street Apt. 1202, Brooklyn, NY 11201 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: Additions and alterations to second floor of existing single family dwelling, proposed deck addition 6. Location of Property: (Road and Tax map Number) 1000-98-3-7.1 7. Is the parcel within 500 feet of a farm operation? W Yes { } No 8. Is this parcel actively farmed? ¢(} Yes No 9. Name and addresses of any owner(s) of land within the agricultural district containing active r 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 l Indian Neck I LLC, 1350 Avenue of the Americas, Suite 2300, New York, NY 10017 2. 3. 4. 5. _ 6. (Please us back of this page if there are additional property owners) Signature pp is Date ` Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. Receive Z :Short Environmental Assessment Form ,JAN 1 Part l -Project Information . 4 Instructions for Completinsr honing Board of Appeals Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become"part of the application for approval or funding;are subject"to'public review,and may be subject to further verification. Complete Part l,based on information currently.available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may Also,provide any additional information which you believe will be.needed by or useful to the lead agency;attach additional pages as.necessary to..supplement any item. Part 17-Project and Sponsor Information Gagnon and.Han Name of Action or Project:. Gagnon and Han . Project Location(describe,and attach a location map): 1115 Arrowhead Lane,Peconic,New York Brief Description of Proposed Action:. Second floor additions to existing single family home;,deck extension. Name of Applicant or Sponsor: Telephone: 631-727-2180 Karen A.Hoeg,Esq. E-Mail:,khoeg@suffolklaw:com Address: . 33 West Second Street,_Po Box'9398 City/PO: State: Zip Code: Riverhead . . NY 11901 1. Does the proposed action only involve the legislative-adoption of a plan,local law,ordinance., NO. YES Administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the'municipality and proceed to Part 2. If no;continue to question 2: . El 21, 2. Does the proposed,action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Town of Southold ZBA 3. a.Total acreage of the site.of the proposed action? . 46,173 acres . b.Total acreage'to be physically disturbed?. acres c.Total acreage(project site and any contiguous properties)owned. or controlled by the applicant or project sponsor? 46,173 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban' ❑ Rural(non-agriculture) ; ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest, ❑ Agriculture ❑ Aquatic, ❑ Other(Specify): El Parkland Page I. of 3 5. Is the proposed action, ES. .N/A a. .'A permitted use under the.zoning regulations? Zoning Boar o • ®! ❑ b. Consistent with the adopted comprehensive,plan? 0. "❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7.- Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO. YES If Yes,identify: NO YES 8. ,. a. Will the proposed action result in,a substantial increase in traffic above present.leyels? b: Are public.transpdrtation services available at or near the site of the proposed action? ❑ c. . , Are any pedestrian accommodations or bicycle routes available.on or near the-site-of the,proposed ❑ action? 9.' Does the proposed action meet or exceed the'state energy code requirements?, . NO.• :YES If the proposed action will exceed requirements;.describe•design features and technologies:- 10. Will the proposed action connect to an existing public/private.water supply? NO YES If No,describe method for providing'potable water: ❑ ❑✓ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: New IA sanitary system �. 12. a.Does the project site contain,,or is,it substantially contiguous to,a building,archaeological-site,or district _ NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the' ❑ Commissioner ofthe NYS Office of Parks,Recreation and Historic Preservation to be.eligible for listing on the IZI State Register of Historic Places? Elb.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for . archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any,portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal;state or local agency?. ❑✓ ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of.3. . . . n / I/ 14. Identify the typical habitat.types that occur on,or are likely to be found on.the,project site.Check-all thJA p1V:6 2024.. ❑Shoreline .❑_Forest ❑Agricultural/grasslands _ElEarly mid=successional ❑Wetland . ❑ Urban m Suburban Zoning Board of Appeals 15. Does the site of the proposed action contain any species of animal,or associated habitats,-listed by the-State or INO YES Federal government as threatened or endangered? Northern Long-eared Bat,Pi... El 0 16: Is the project site located in the 100-year flood plan?. 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?. ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑✓ El If Yes,briefly describe: 18. Does the proposed action include construction or other activities that Would result in the impoundment of water NO YES or other liquids(e.g.,.retention pond,waste lagoon,dam)? . . If Yes,.explain the purpose and size of the impoundment: R .❑ '19. Has the site,of the proposed action or an adjoining.property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action Oran adjoining property.been the subject of remediation(ongoing or NO. YES completed)for hazardous waste? If Yes,,describe: El ❑. . I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE_BEST OF MY KNOWLEDGE aren A.Hoeg,Esq. December 28,2023 Applicant/spo sr/ a Date: Signature TitletAgenUAttorney. PRINT FORM . . Page 3 of 3 . EAF Mapper Summary Report � 6 2024 We J&ecember 27, 2023 7:12 PM eats Zoning Board .of App Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in:preparing an environmental I�':. '� `til . . 98:3-5' - cvE:=3=29 .�,� assessment form(EAF).Not all questions'asked in the EAF are } �f �r' answered by the EAF Mapper.Additional information on any EAF ti to question can'be obtained by consulting the EAF Workbooks. Although t f 5,',• the EAF Mapper provides the most up-to-date digital data available to. DEC,you may also.need to contact local or-other.data.sou rces in order l 8--2=6;1 to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations: ,t� ' , � stung . .ti. pine :raondpe 1• .' '.' h- 8ir3-27 Ati�" y nnrir¢ri 93.-2'-2 , s` flllt3Oj d may ,. Y�ionto _:�ty,o Hs:: 1 r7anulfon�� l ;©rictl- -ter W-Buftalu Din Albaliy:: 93:426 u 98-2.-8:1 Sou.f� i-:L.n HEfi ''.G_ririin;-Uc,'G`"* 'stern-i9c,, .. i•:.r .. +.:. _: i:.-.. —:'IIii'fEyt �T y riJ'Rt_ LT sa„h'1ETI;EQi�lirti(h HE, iii r a'HrE,G I� tt r _P1�l;E#8JEri t I E ti t{J > tri ir rrci tn fcCh!na IH�yrpRong:.Esrl.Korea,yyEsri -pjlepd,• M Open5treetr�'1ap r6ntri6i:t6rs,anct; l-s°�ri,9 Ph trYc,r� y 13l} ,=15 User: omlYrifn Part 1 /Question 7 [Critical Environmental , . !.No Area]. Part 1 /Question 12a [National-or State No Register of Historic Places or State Eligible . Sites] Part 1 /Question 12b [Archeological Sites] Yes 'Part 1 /Question 13a [Wetlands*or,Other� No Regulated_W_aterbodies] _ 9 Part 1 /.Question 15[Threatened or, _ Yes Endangered Animal] Part 1 /Question 15[Threatened or _ Northern Long-eared Bat, Piping Plover, Least Tern, Bald Eagle . 44 Endangered Animal-Name]] Part 1 %Question 16[100 Year Flood Plain] ]No Part 1 /Question 20[Remediation Site] 1No Short Environmental Assessment Form -:EAF Mapper Summary:Report 1 Received JAN 16 2024 Board of Zoning Appeals Application Zoning Board of Appeals OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) I, Sebastian Gagnon residing at 265 State Street,Apt 1202,Brooklyn,NY 11201 (Print property owner's name) (Mailing Address) do hereby authorize Karen A. Hoeg, Esq. (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town-of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. (Owner's S'gnature) Sebastien Gagnon (Print Owner's Name) JAN 16 2024 Zoning Board of Appeals Board of Zonine Apoeals Application OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) 1, Cheryl Han residing at 265 State Street,Apt. 1202, Brooklyn, NY 11201 (Print property owner's name) (Mailing Address) do hereby authorize Karen A. Hoeg, Esq. (Agent) to apply for variance(s)on my behalf firm the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 2W 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 bus 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. Al c L wner's Signature) ryl-Han (Print Owner's Name) Heceived JAN 16 2024 Zoning Board of Appeals APPLICANT/OWNER J�l TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Fthics prohibits conflicts of intcrest on the part of town officers and emolaveea.The nurnose of this form is to provide information which can alert the town of possible conflicts of inkiest and allow it to take-whatever action is necessary to avoid some, YOUR NAME: Sebastien Gagnon (Last oamq first acme,middle loitial,unless you are applying in the name of someone else or other entity,such as a company.If so,Indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance _ X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest'means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 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 22 day of 'Qt(ft6,20,a_ Signature �lPr�. Print Name Sebastien Gagnon Received JAN 16 2024 Zoning Hoard of Appeals APPLICANT/OWNER la� TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of£tbies prohibits canniets of interest on the nart of town officers and emnlovees.The purpose of this form is to provide information which can alert the town of passible conflicts of interest and allow it to take whatever action is neem ry to avoid same. YOUR NAME• Cheryl Han •(Lost name,th st osme7 middle initial,unless you are applying in tie name of someone tin or otter entity,such as a company.If sq Indicate the other person's or company's name:) TYPE OF APPLICATION:(Check oil that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than S%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 I " Describe the relationship between yourself(the applicaut/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 S"/•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 otllcer,director,partner,or employee of the applicant,or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted tbis d QD 23 Signature Print Nam c l Hari Received JAN 16 2024 AGENT/REPRESENTATIVE Zoning Board of Appeals 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: Karen A. Hoeg, Esq. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 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 ki Submitted this da 1XPff2021 4 Signatur Print Name Ka en A. Hoeg, Esq. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS JAN 16 2024 1. All applicants for permits* including Town of Southold agenciO°91Ml q8%Vle4 tt ii?T�AF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 98 - 3 - 7.1 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. D 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 0 construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit,approval, license,certification: Pq Nature and extent of action: ZBA application; additions to second floor; no change to existing house footprint; deck expansion Location of action: 1115 Arrowhead Lane, Peconic � OV Site acreage: 46,173.6 SF 4! jAN 6 2024 Present land use: Single family residence Zoning board of Appeals Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Sebastien Gagnon and Cheryl Han (b) Mailing address: 265 State Street, Apt. 1202, Brooklyn, NY 11201 (c) Telephone number: Area Code( ) (917) 455-0390 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No 0 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 © Yes ❑ No 91 Not Applicable TOW CARDN OF SOUTHOLD PROPERT� OWNER STREET VILLAGE SUB. LOT . IV FORMER OVER <C)- N' E ACR. 4-0 S W TYPE OF BUILDING- .,4 RES. EAR, VL. FARM COMM. CB. MISC. Mkt. Value -AND ipp. TOTAL DATE REMARKS z/ x zn ,� 14 )IV- ao, r,�;,, IQ�p AP S j f-,o(e. -�a,I)), 0. 1 k) I h-s- -71 V a Iue /a FARM Acre Value Per i� 47t 71,16 0 S6 Till- ­- 4 nj,?, 01- CAI . —----------------- c( I C nct Woodlohdi _7000 7.)3- WATER —7 ici 1Lb Swamplu'n CQ FRONTAGE ON Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET #+ k„ P, VILLAGE DIST. SUB. LOT •y ; :'f:. E`.; '`",<'.;.f,f .t.r.., '` I �' C L1 -vn r� FORMER OWNER N E ACR. d , ,3 f j jj S W TYPE OF BUILDING RES. SEAS. vr FARM COMM. CB. MISC. Mkt. Value LAND ip. TOTAL DATE REMARKS t srol C 0 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre lable 1 Tillable 2 Tillable' 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH > BULKHEAD '`- .�..• DOCK Total � _ .. �P r, ':,. �,,,• \,l!4 7.r{t.r` -.�. , { * 1 -_,!'�l4 Yr fir; k �. ,�. .� '� j �� � Ali► ,, f�yc,�r/� ,�. s r r �,•. i!, x,,z��i� j > :T����hr9 i.^ �y��M� h: s� .: ,�*��'����C, �� t:�`' S ". �'. f�d< h tK _ fir• fir' ' r , 3 ,+' _ � .,-;;."'CIF � � a.Ti.� 4 - ` '' . 41w� ,tti�•rr .F rid. Y �^ '1 ..•.: .. i' .SK -. r. Af An - 77 ' ti ' fit T.. r"44'•�, 'r ~ ti , ��%�.�. � j� '� L: � cYr y�',y � .;..�� .4'.'•. ��'�'^T"r. t;� .-, ;� h.'�y+���yE�1�.•;ti�a�'"'� JI 00 - ��_�� '~� _ .�� S- `-fit�� ,�`J+.y - �,� � � . ..,}�''��* ;j ,y�� `.,� i+. 4.3`,�►��v`. ..ewe:��`•-,;�`� � +��7���7���'�(~N :J� ��•.!�r._ �_ :9 ��. 1 '�' *�}<,:✓i�• .' � - �� �� , ,ram i � w�.. `� .� 2 � ���� � t s yI +l�f- 11r/ • t w� ^%ir.: lip, .. 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L'� ♦ A��J..g ro « y 4`il ,• �� f. �r� +,;�`. .� � �i , 1 Yf :w�'�I:i¢��✓`q., « �' `''�� `tea♦�Pc , �,�a i r �, � � '�!� ►'._ � `, l��,a,_ �` ® • i 1 s� _ S� +� � �� « T + • ys r� p ?ram!} r F sir•"! �®�(j l r . `y •�' x6i�,,, �t�'s� ri,�f�jt��..f � � • i. fit. - �•:a�' �r + y � �/ • p .1 Fit wa Ag 1 , y( Qi yi' 71+` ( Y /�i ��r' '4 1, :1�"'`,NI• r`, +�'� r�'E tiaR�; t • ,. fr- `'�t _. .. °'7i'.la� �'�A i{�.�-� ♦� �� ��' �/,-��.x r:. ! �� ������yj,. `6. t �S/ri •.. T tok �IFT% Cam'b h `{ '�► ' �1 �R2tIM• � t r.'a p iu ' js1 � •�.. h� j-.a � ...� a-.�r ,ct •�,3y _^':"r,,.��F'��i'�'� �� ,r t .+' ..at•`"' C\ •� .1S.r` •• .;'"J '5 � s+M'�`� ..3+. x1 *f.« :}+i,;� -44 rYre^ °a ,� ^•� � J� '.: '�, �• >•Y.r pia �' * _ .. :'. g. •�� ` •��� w•a4 "'�'roKPR���" j �,• '�C'� �yrt•_ "s• •tc`j,. � �.�.. f•� ,,, _ '>{��-s�, r7 ;'�ri.T_S r #d �"' t'i.•� i •� "y.y�w, _ •.,'L �1� s r t e to; 7 :.. ;, �� �1 S .. , , x � <.•,�; _ 1• t � r" � ---------- Forwarded message--------- From: Donald Marcy<donmarcy@msn.com> `� -C�� Date:Tue, Apr 2, 2024 at 12:49 PM Subject:Arrowhead Lane Zoning Board hearing C �� To: sebastien.r.gagnon@gmail.com <sebastien.r.gagnon@gmail.com> O Dear Mr. Gagnon and Ms. Han: We are your next door neighbors to the north and have received notice of your forthcoming variance hearing with the Southold Zoning Board of Appeals. We've reviewed the documents submitted in support of your application and we have no objection to the approval of your variance application. Additionally we look forward to meeting you at some time in the near future and perhaps sharing a glass of something convivial. Best regards, Don and Bert Marcy g, , I Donald S y, 9 Alberta Marcy 825 Arrowhead Lane Peconic,New York 11958 57 Fairview Avenue Madison,New Jersey 07940 Karen A.Hoeg Partner Twome VA' khoeg sufo kla9 y � lchoeg@suffolklaw.com SHEA, KELLEY, DUBIN & OUARTARARO, LLP 33 West Second St. Received P.O.Box 9398 Riverhead,NY 11901 JAN 16 2024 Zoning 80ara 0i Appeals January 4, 2024 BY HAND DELIVERY Town of Southold Zoning Board of Appeals 54375 Route 25 Southold,NY 11971 Attn: Kim Fuentes Re: Zoning Board of Appeals Area Variance Application Owner: Sebastien Gagnon and Cheryl Han Premises: 1115 Arrowhead Lane,Peconic SCTM#: 1000-98-3-7.1 Dear Kim: Our office represents the owners of the above referenced property with regard to their Zoning Board of Appeals area variance application. As such, enclosed please find the following documents: 1. Southold Building Department Amended Notice of Disapproval, dated December 7, 2023; 2. Original and 7 copies of'a signed Zoning Board of Appeals Area Variance application form with narrative and attachments: - Original signed Short Environmental Assessment form; - Original signed Authorization form signed by the owners appointing Karen Hoeg, Esq., Twomey, Latham, Shea, Kelley, Dubin & Quartararo, LLP to act as agent; and - Original signed Transactional Disclosure Forms signed by the owners and applicant. 3. All Certificates of Occupancy; 4. Photographs; 5. Site Plan dated December 4, 2023, last revied by Marshall Paetzel, Landscape Architects; 6. Architectural Plans, dated December 12,2022 prepared by Jeffrey T.Butler; 7. Property Card; and 8. Filing fee check payable to the Town of Southold. January 4,2024 Page 2 of 2 Received If you have any questions,please feel free to call me. 'JAN A 6 2024 Thank you. Zoning Board of Appeals Yours truly, Karen A.Hoeg KAH:dp Encs. ZBA CHECK FEES - 2024 Fundin>;Account- B2110.10 DATE NAME ZBA`FILE# FEE CHECK# DATE SENT TO TCO : 1/16/2024 Gagnon,Sebastien 7E9I $1,000.00 100863 1/22/2024 1/16/2024 Gagnon,Sebastien �-, 9 - $250.00 100873 1/22/2024 1/16/2024 Silver Sands Holdings I LLC 7893SE $2,400.00 226 1/21/2024 1/16/2024 Silver Sands Holdings I LLC 7893SE $2,400.00 . 236, 1/22/2024 1/18/2024 Silver Sands Holdings I,LLC 7894 $750.00 238 1/22/2024 1/18/2024 Vella,Aleen 7895 $1,500.00. . 3305 1/22/2024 $8,300.00 RECEIVE® JAN 2 5 2024 Southold 'Town Clerk Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/23/24 Receipt#: 321483 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7892 $1,250.00 1 ZBA Application Fees 7893SE $4,800.00 1 ZBA Application Fees 7894 $750.00 1 ZBA Application Fees 7895 $1,500.00 Total Paid: $8,300.00 Notes: Payment Type Amount Paid By CK#0226 $2,400.00 Silver Sands Holdings I LLC CK#0236 $2,400.00 Silver Sands Holdings I LLC CK#0238 $750.00 Silver Sands Holdings I LLC CK#100863 $1,000.00 Twomey, Latham CK#100873 $250.00 Twomey, Latham CK#3305 $1,500.00 Vella, Aleen H Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Vella, Aleen H 67 High Street East Williston, NY 11596 Clerk ID: JENNIFER Internal ID:7895 i JJ TWOMEY, LATHAM, SHEA, KELLEY 100863 DUBIN.&QUARTARARO, LLP N ATTORNEY PROFESSIONAL ACCOUNT ' 33 WEST SECOND STREET,PO BOX 9398 RIVERHEAD,NEW YORK 11901 10-4/220 DATEj-aOLAafq 03.2029 PAY 1 own d- souolTO THEORDER OF bZ) DOLLARS 8 Y } M&TBank VOID AFTER 180 DAYS x , FOR . ' _ t \ (c:�7'_ii.5:��'.�'K�1"v—""i.'licS%J7tXx�J'�"-�::_,.J4��.'7('Jc,�•,b�'-'r:.T'.�cSx.,— '.�"x`Tim *1#010!897K3 { TWOMEY, LATHAM, SHEA, KELLEY DUBIN &QUARTARARO, LLP k ATTORNEY PROFESSIONAL ACCOUNT u 33 WEST SECOND STREET,PO BOX 9398 RIVERHEAD,NEW YOR 11901 10-4/220 DATE�r' <�o T NPAY � 7;-R- ,o s TO THE o - C a_ ._„- 9 17 ORDER�OF . f 00 11v6 DOLLARS.u)O klA.45ct'L-o stL-4 o--'m-j VOID AffER 180 DAYS Y M&T Bank , . ; - . _ /. K FOR � JQi'1(3rn i��''!� GlJ�1P N awv - - - _ �2-^v�`S'XS.E'."A 'iZ .c.PZuYft ✓C. S':..r f RECEIVED JAN 2 3 2024 S�J COUNTY OF SUFFOLK .%. 1 ;q lAD 12� STEVEWBELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD,MPH Commissioner i PERMIT CONDITIONS. Project Name: 1115 Arrowhead Ln ' Health Services,Reference M R=22-2078 SCTM M 1000698000300007001 Revision'#: 0 I - The attached plan,when.duly:signed by a representative of the department, in conjunction with_,these conditions; constitutes.a permit to construct a water supply, sewage disposal, and/or collection system for the property as.ciepicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with,approved plans.as.well as all.applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences. Omissions, inconsistencies or i lack of.detail on the plan do not release the applicant from the responsibility of having the.construction done in conformance with applicable standards. Issuance of this-permit shall in no way relieve:the design professional of responsibility for the adequacy of the complete design. j The permit(plan)expires three (3)years after the approval date.Any modification to the approved design requires the submission of a revised plan and,additional fees (if applicable)for approval prior to construction. No inspections will be j performed by the department,if'a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences (Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling.This includes inspections of the sewage collection and disposal systems,_water supply system components and piping, and final grading as shown on the approved.plans.This can be done by calling the department at(631)852- 5754, or through the ACA Portal.at https:/Iaca-pr6d.accel6.com/SUFFOLKCO. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631) 852-5700 between 8:30a.m. and 9:30 a.m.,the morning of the inspection.Article Vll of the Code, "Septic Industry Businesses," requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. .This-office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license'to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to,the occupancy�of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. OLEO VWUM-016 Page 1 of 2 Project Name: 1115-Arrowhead Ln Healb Services Reference#: R-22-2078 -SCTM#: 1000098000300007001 Revision#: 0 CONDITIONS FOR OBTAINING FINAL APPROVAL,OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as'a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer. to Instructions For-Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences (Form WWM-041). INSPECTIONS REQUIRED— For all inspections call 631-852-5.754 to request an inspection by 4:00 pm,-one business day prior to the requested inspection day. Satisfactory inspection,by Office of Wastewater Management of the sewage disposal system /sewage treatment system. !D'O-CU:NIENTS-REQUCRE,.:. Four:(4.),prints of an_As-B.uilt-pPan-(See instructions:Form WWM=041) Certification fro =the licensed-sewage-disposal.system-installer (Form-WWM478)-'- _Certification of Sewage Disposa m A l Systebandonmonf (Foam WWM=080-)- .S:ign tn -opy.ofthe Opratbns_&-.M ontf:fb h ;l 0NTS-" e Completed:/Application to-Register-an I%A.OWT-S,(Form,tiNWM 304::},' Design Professionals:Ce:rtificatio:n,.of.Co.nsaructed UVorks:(Form:11V1NM=073)fo:r:IIA-OVI(TS{ f ' I F i i f i WWM-016 Page 2 of 2 H SERVICES FOR'OFFICE USE 01�41, SUyYOLK COUNTY DEPARTMENT OF HEALT OFFICE OF WASTEWATER MANAGEMENT H,alffi Depari.meilt.Rcf-No..'.. 360 YApHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631) 852-5700 OR HealthV/WM@suff0lkcountYnY-gOv APPLICATION FOR SE.WAGE DISPOSAL AND WATER SUPPLY FACILITIIES FOR MODIFICATIONS TO A DEVELOPED OR PREVIOUSLY DEVELOPED SINGLE FAMILY Y(Accessory Bldg,Home Addition,Renovation,Rebuild,_�ita� RESIDENTIAL PROPE R Replacement/UPgrade, K�21acement of Failed/Faffing-Sanitary With I/A OWTS) EXCLUDING ACCESSORY APARTM[ENTS REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS [IONS OF THIS FORM.ALL SIGNATURES MUST BE ORIGINAL. PLEASE COMPLETE ALL SEC� '0 Indicate if this project is to Tel#: Name of Applicant: replace a failing or failed septic system with an TIA AA4 nzzfig� (2—tula— OWTS Mailing Address: CX:;, YES Email Address: J R 7,7-, *Include acceptable proof of 9-M system failure(receipts,Pics,etc) Indicate if this project is part el#: o of the County VA OWTS SIP Owne grant/loan program: Naine of Current Prope YES Mailing Address: 0 646-A)0/,J,e", L, Grant ED:— Email Address: —------------—-----------------—--- -T—R-E Indicate if application is part of other I/A OWFS grant loan 33- -Z N, program(Town/NYS,Etc.) 0 YES &M7 Awn SID Block Lot Property Address: District ip, Tax ;2!1L2Lp,: '7, ion: Brie y describe the purpose of this applicat (/A Spepify Method of Water Supply uction: ] private Well Total Number of Bedrooms After Constr Public Water d/or Are you proposing to reuse any existing sanitary an Specify Method of Sewage Disposal Public Sewers water supply components?(If yes,submit completed form YRN-072) j Conventional Septic System v'�I/A OWTS Treatment Unit 1 1 [ .1 Yes(explain) approvals required f�om 6ther agencies? If yes,include copy of approval Axe any of the following pern:iits/ ourcestWetlands permit yes No J,�' a)NYSDEC Waterways/Coastlines/Wetlands Permit Yes No d)Town Natural Res yes[ No V- e)Town[Village Building Permit(e.g.electric) g Variance Yes No[VK b)Town[Village ZOain f)Town/Enginecring/Other Envirorimental Permit(s)Yes 13 No c)NYSDEC Dewatering Yes NO idence in accordance it to construct a water supply and sewagre disposal syste Application is hereby ma e for a pe ;omplete application and the statements therem are y that I have examined this c with this application, and I sub tted. I hereby certif able Town,County,State and Federal Laws and Codes. and that a or shall be completed in accordance with all applic true and correct, provals deemed necessary by other agencies providing jurisdiction over this project. I also agree, to obtain any additional permits or ap suant to §210.45 of New York State Penal Law." "Any false statement made herein is punishable as a misdemeanor pur I)ate Signature of A g or si Professional: Title Print Name o App icant,Agent or Design Professional: d`� ...... WWM-057 (Rev. 11/9/20) ' i Site Plan Information Y The following information MUST appear on all site/plot y NSA The following information,if applicable,MUST appear plans submitted to the Department far approval: on site/plot plans;If not applicable,check N/A: *Metes and Bounds of property lines *Corner elevations stated or 2 ft contours *Tax map number stated *Test Hole location/data/elevation/date/company *North arrow depicted. Soil pert test data provided if applicable *Scale(Engineering Scale):e.g.1:10,1:20,2:30,1:40,1:50 *Groundwater and highest expected groundwater *Distance to the nearest cross street elevation stated *Total(eta rea / *Location ofneighboring wells depictedforalllotswithin *Clear space for approval stamp(s) e/ 150 ft ofthe property *Each print of site plan signed and sealed / *Neighbors method ofwater supply stated(public water, (Either the seal or signature must be original) t! private well)for all lots within 150 ft of the roperty *The method of water supply for each structure on the *Grading profile of sanitary system with inverts and grade property delineated and labeled. Clearly indicate if elevations for high groundwater conditions as described Existing,Proposed,or None in Construction Standards and in application instructions *The method of sewage disposal for each existing *Location of surface waters/wetlands within 300 ft of the structure on the property clearly delineated and labeled. property depicted—indicate if none Clearly indicated if"dry"buildings *If proposing an I/A OWTS sanitarysystem—all electrical/ control panel/venting/other related components shown *The method of sewage disposal for each proposed Setbacks maintained in accordance with the current structure on the property clearly delineated and labeled. Residential Construction Standards Clearly indicated if"dry"buildings Location of existing/proposed easements labeled 50%leaching expansion area Y NSA Thefollowing information,ifopplicable,MUST appear Soil classification based on Unified Soil Classification on site/plot plans;If not applicable,check N/A: system *Any existing sewage disposal structures/components Indicate if neighboring lots are vacant or improved l on the property that will be,or have already been Retaining wall details w/elevations,signed and sealed by abandoned a design professional(original seal or signature) *If proposing to utilize a well for any purpose V (drinking,geothermal,etc.)location of neighboring Existing subdivision name,lotnumber,filingdate sanitary systems for all lots within 150 ft of the property noted Elevations based upon NAVD(1988),USC&GS Datum / *Footprint Of any existing buildings/dwellings/ Leaching structure calculations if applicable(wastewater structures. Clearly indicate if structures are to remain application rate,etc.) or are to be removed as part of the project I State the 1st floor and garage finished floor elevation *Footprint of all proposed buildings/dwellings/ ✓ Gross floor areas of existing/proposed buildings for structures clearly indicated and labeled projects containing multiple residential units / *Number ofstories&number of bedrooms in each Location of drainage structures/drywells(existing and building clearly indicated proposed) If any of the information marked with the * on this form is applicable to your project and is not provided, a mandatory meeting will be required as determined by review staff and must be attended bythe design professional listed below. Additional Comments/Explanations: APPLICATION IS HEREBY MADE FOR A PERMIT IN ACCORDANCE WITH THIS APPLICATION,SURVEYS)AND PLAN(S)SUBMITTED.WE CERTIFY THAT THE INFORMATION ON PAGE 1 AND PAGE'2 OF THIS CHECKLIST AND ALL THE ATTACHMENTS HAVE BEEN REVIEWED BY US AND THAT,BASED ON OUR DNQUnuES,SITE BNVESTIGATIO" ER STUDIES,WE BELIEVE THAT THE INFORMATION IS TRUE,ACCURATE AND COMPLETE.WE UNDERSTAND THAT FALSE STATEMENTS MADE HEREIN ARE S 'I&E@fi MISDEMEANOR PURSUANT TO SECTION210.45 OF THE PENAL LAW. NOTE:ORIGINAL SIGNATURES ARE RE U ���\ Y T. APPLICANT'S SIGNATURE(S),(AGENT,ETC.NOTACCE ABLE DATE 10 Z/ P S 10 SEATIS!� PRINT APPLICANT'S NAME(S) `w�• � DESIGN PROFESSIONAL'S SIGNATURE O DATE G� L � 1 PRINT NAME V LICENSE# Q Nk�"Q WWM-202 (3/22/21) Page 2 of 2 PESSIvA ` I I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref. No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 1 Healthwwm@suffolkcountyny.gov Application Checklist for Single Family Residential (Please Type or Print the Following Information) Prgperty Locati m Hamlet Town ills CD dDDantow I District® Section s) Bloc-L(s)(s) Lot(s) Tax Map No.: (/PJ1iV'! Name of plic nt(s): Nam f Design Profes ' na1, ALL questions on this form must be answered with a checkmark. Incomplete forms will not be accepted. Key:Y-Required&Attached,P—Required Pending,N/A—Not Applicable Required Material General Material Y* Y N/A *Completed application form for Approval of Single Family *Certification of existing sanitary system and water Residences(Form WWM-057,WWM-059,or WWM-10S) supply completed by Design Professional(Form WWM- containing original signatures. {/ 072 or WWM-073)ifyou are proposing to reuse any *Application Fee sanitary/water supply components. *Three(3)original prints of a site plan that conform with V Copies of road abandonments. the appropriate application instructions and standards. Copies of existing covenants or easements. *Lot appears as single and separate on 1981 SCTM,is part Accessory apartment application signed by Village/ of a Health Dept.approved map,or separate subdivision Town official(Form WWM-105)or equivalent. If the application has been submitted to this Department. apartment is existing,provide Certificate of Occupancy. *Floor plans for all buildings on the site(all floors Existing private well water analysis of the raw water including basement/attic)or connection to public sewers V current within the past 12 months,prepared by a NYS is proposed. approved lab. Coordination Material Y P N/A Comments/Explanation Zoning approval from the Town/Village Water availability letter from water district**,with distance& * Note: Not typically required if connecting to an existing cost of main extension (if required), to service the property water main fronting property, with no main extension (e.g. typically required when proposing private well(s),water required,and design professional certifies frontage and ready main extension(s)or proposal requires a water line easement.) access. Sewer Availability Letter from the appropriate sewer district NYSDEC Waterways/Coastlines/Wetlands Permit NYSDEC Dewatering Permit Town/Trustees Wetlands—Natural Resources permit Village Wetlands permit / Board of Review variance application for proposals unable to V meet standards(Form WWM-061) V SCDHS Water Quality test well results 1/ Private laboratory well water sample results SCDHS Vector Control approval SEQRA determination from the Town/Village Town/Village Building—Electrical permit V/ Other applicable environmental permit(s) Certificate of Occupancy or equivalent for existing buildings WWM—202 (3/22/21) Page 1 of 2 V, DA5PD ON OR16" 5EVEY 5Y W z A T�._A� 1:t4lD A 1� V,ISS aw,�EF LOT 6 LOT 21 i ;2�1 5wou FAMILY ow�m MOK 21." R&6"'B" I STY rR HOUSE 4&AM. n LOT 7 P OF FFLEL 247 NI _4 LOT 5 Ju a SUBJECT TINDIAN NECK PARK 4u 6 BEPROOP4 IV' F"L'O"TME Op"C'Or THE Exil PROPFRT GURK OF 91TDLK Ca*Ty ON 253 71 KA(27,qt3 AS FILE No.551 LOT 23 Ile—MAIM 149-57 LOCATION MAP* L =0 I I I PAM.�Wl ROT TO Sc`4f M. ISTIN6 SANITARY SYSTEM 84-09'50" X ex u1i ETO.A.A.ID IER PROPOSED INNOVATIVE AND ALTERNATIVE gem 51_V�-G REGIAREt-IIENTS,SEE ON-SITE WASTEWATER TREATMENT 2L! TAW 5OXED NOTE(MIS DH5) SANTTARY SITE PLAN: SITLATE AT; 15 AFEQUHHEAD LAIC 51-TH NO.1000-046-03-11 r�4 PECIONIC-1 MY 6MP4Z IV,600 6PD/,k' TOM OF SOUTHOLD N YORK OATLH,HAVUO& DOT 19 ­MX FAMU-1 OHELLINS st SITE DATA: LOT AREA: 4b-lbqbq SaFl OD65 Ad,) �y_ cz 10 TIA OWTS UNIT SIZTNG: �r REMOVAL- SLOAS.�OF ERMW4EWA_ ST�A�FOR A-A_CF MLAC A0 FY RE-46 A-_ CCWITRCI��561-SE�SY�"SIN9LE-FAMILY REN�ES FE9WA_ -S�81 A ll�-S�llkXSR DA����20� L�R"MHI VA 1��rEMA�XSA�l E,t S_­ffs)�— TABLF AND �Acll z aw_U06 LOT 25 PART�IAL SITE PLAN- I/A OWTS UNIT LOAD CALCULATION7 PRO;SED SANITARY ABANDONMENT BEY—5�T - �ft��'—��JHT P�7�LM! �0.­AV�5ys� 4 60 70 I GAP—_6A. ftOH�:�_OPP MANTAIN LOT 08 SEE�& gooLe�y— IN 169.56' LOT LIF e_;�" , It"MTER SANITARY LEACHING POOL SIZING swu romy oft"o EXI5TlNr LOT - i : .,, 9 0�In MLZ mmmit 55�"l 0 m_ I STY F R S g4,()9'50" HOUSE 6AP Fv�MAIM 1129�.CA� ji 4" -_ — W W PROPC SEED 0 < 2nd FL AD[I TION UA LL IFFILIEL,2.1' TE5T HOLE )� i� �IN& - BY.H100RALO 610SERVICE�l 6 x z Al "BASEll NV SRw.:l'y�yIu­ DATE:0-T 26,2021 7- 'ZI �) - q aEpeo-H T� ED 10 1�Lf _CS ILI "'X). Rl MEN— < LOT 6 0 I Q I RR rod- W�(6 (9 SO-SMLA zo WNX 6_Lu d� > 52,7 50 35.AS, m FIFE SANITARY T.F.ACIliNQ POOL DELgN �`O� 6' WI­Em�WW .AV VERILOH—E" — _�F_Ly�_* _­­ C) ql 4t-"NGX -Al�­Tl 54DAS.­—M—A I 81�DMF11— am 13 tZ N VIII —IT I LOT 7 LE__­1 ZU 6FLEL.12h > (SEE m 5— $F (5��Is ol�w —1�Tj PROPOSED SANtTAR�SYSTFM > "IBUS') ��T A�—N 165,BELCH O� 51 ol �cA�MT 84 ETU T EHQW0tSCUMCATX)HPMU=- 73 .TFaLPJRE5(RES SLmwP.E OIRA CZRTIFICATIV4 011110, PHI lt-7'� TM` AAND --TRUCrC4 Y_"'LE 10 AWA,_c"�,R ll� -5, _T-I_'_ M�ONSM­�A�Y—WA—� KAS�—MA�l OWL-15 5���1�11 P.5��%AB-01, ALL I—RED 4Y H=Z��W 7�' ?340 SEE D4, ­�.—-45-A -EST mptzw epw I, a,lbl. A�& XNTAIN 6RAOE OVER T (A -�_W__WARBY FARE- j;jjj;�pppFwAL USE FORM WWM-073. ORCW HATER FOR�'�-a.31' MP05AL SYS� �A—2­"l _Otl ­WS-V" 141 (EFJJ NA...——1--TM �AtER FE' 1,W-MA E 8,C!� �I., t T W-1.0-1,<Y....3S�ll W "FREY T. IS. "ROSE TAPH,�To� -W IW swr OJ 4V EFF DR. ANY LEACAM6­5 ��_21.8_63V R,MINE so oN�'S LF' ---—w- I L—I-- rri ­.FOL�M"_ Pox-makw) AREA OF 015nRBANCE �SESA­ Lm'H6 (.Mbb- R. z ­��M,'-�W� �_..'OE ��MAS­V`V 0. "�(3) WIIEMAI�F -�A�,' LOT 23 SINaz FAMILY— sm Is 9�K 1p� FLUOR—CER VE GIs" n.m Sc.HAFIR E,4AVI�-ml OR 1. 5AH_ �IER) 2S., Z In PERTY=I Y: T �M SrA, MAINTAIN AST STIdLTWE5 LOT 25 SHME 1�1 MIN HMN.— < R OBVI"N'r I., (F—M 10 mrAN',E), �Tm�srq�io w �r C�NS _IxtE� 5TORM:lRAtNA5E 5Y5TEN. < z LOT < PA�IA_6 8��.�A­IS 1� T�SUITAELF N I Z 5�P-Ly ANE- �_`EF 169.56 c?) ly Q Ll I T N TAKF REGtl_'�EQR W < �l LINE 5ANITAR� rimk=". 21.12 S94 09' �T-�T LOT 08 T� SEH�FAMILY WELL SUPMR CotIx"DEPARTmENT OF H—TH SERVICES ---------- PUMT FOR ArFROVAL OF CONS,R�mci4 FOR A 'Me�) '.NI Ly nismiNcz ONLY H,AET� ww�) V� OS PAGE: SS­ZL— �115�I- t -" L—"ORM D".=W" SANTAR�5151�1 _"110RH�-a, .. �TN � =5'­V 0 co�to r I ,�T�SAN.�-A,'. 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ALithil[N PROPOSEDF ANDPJ'RO A ALARM / FLEXIBLE - j / �-'� GOUPLIN6 ,m0 carlras •A' I �,z .ly nssFleLr 5EE DETAIL.T415 DI'l5 COATR ol- PArB BLDk:R H15r NI® I `. C L 3�LI 1L MENA BOA 4% SECTION A-A VIEW _SI.CTFON R-R VIEW AIR.00MPRllE!50EOR. \ SEE DETAIL'A. THROWN TANK FOR m Q O SER 6H OUTLEi \ ^' / \\ C[%1EG�ilON 6CINEGTION DETAILS Q W USE 20A BREAKER AIR UN=_ro `TI,fR1E r'ROM BUtLDIN6 PrIR PANEL �iRFhTI�IT TAFK-7 T / OR e aAAL 1/2'E EEC TRIGAL GONJIAT N4'PVC AIR LOIOIAT O POYfW LINE TO FWAT - 7! / r •KALEPTIER Ttra:FA� to I yr we EEGTRIGAL /ipAP1� AIR LINE FOR ALARM I I— GafIOIi� COttROL PA4+L PROPOSED PC.PAD. 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ME CHAIRS) away Irnm 6pdrorm windnws:u+d othrr,Ixator,wi,srr CONNECTION E a mPonent d oprfatiofld soon Is Llthough mbnm.dl may br a n I A,ntr sir DETAIL'B' w y uE Alarm Beacon In a Iocanon that TIIPws unencu,b.red access fart CgpLIt TAW.CON ECT70N � sUfhl"S '-X' .X`_ _K nspeame...dmain+enanL Ctiwty Na Y+aF J with proper ele:,leaf grouedog �' O .. O with wiring and eirc[rical connections nlatll•by a li...nysd � 1 PressurcS+pNd, TYPIC-AL 5LAB DETAIL wetritian. �4aIT O J AT ETU BL R OhE UNIT with no objects on;oV of cL••cviul coed. r�-1 in a well-ventilated spx out of direct sunlight and SCALE:N.T.S. protected from ClmnCnts such m direct rain or snow^.:71. O Q' oZ I r �' q Mardwirotl to power in stales and jurisdictions mat r•qo Fe [� lh F m { •/• INDOOR.. OUTDOORS a hard,,Ir,NI cmmection. L MELDFD Y11Ni ,Y W 1BLV�I O COIaELT10R bAPi6i Q _ I GOIiROL PANG T Ik'l1 3N'PVC,CON T W IU LW(� Q - PRONDt N IEFw 4x OWTS CONTROL PANEL z F J Z I N ,-2- _POLE BaLolr+s ,2110 CLEAN PERFORMANCE CURVES(60 Hz) !; w Z_j CIRCUIT BREAKERS POKER 6RCUND A�LI1E Z - 7 IN BUILDING POKER PANEL I Lve LAN — _ _ — T,d�Io IBlouS PANEL N 4 3 3 T S 6 - 6 I--..—i.—...__—___—_ -- _. _ O C Q O 1) f) t 5Lt�EE D NO aw I - - - _ 0 a E colsLM W MA:aOaIF L r ( 1 't(+ r-. ).G BI .vr. Ward:Vr.. :i s i \G GONDLIT l EIO 1aai2, ]IIB I a13, !R2 CpPEGTION �` .. P i SEAL: M OEO TAW � U (3 T PBEIRATKJN UUUU11ly {{ ,• s176 q36 r ^ PERrE 1 {'f b.• loA 10 an; MA""m r9tEaD5 ASSEMBLYngDag an, r l---- —1-- —. 4SSEBLY DETAIL a W Q i •.I:,ri� I CafR 63 OM ._.._ ........I . DUPLEX 6F1 T I145TAILE) Ib I.M Ho 0 •+AGri_R IN HEATNERPS XF ENCOStRE 11 = FMS1♦� U IaYddR Alarn+Nanel shall ber. : '"�--_—"'� in.well ventilated are:, MIMI ... "..... t __.._— .. _. . ecte lhl,an MA�6OR dry and pro FUJi CLEAN-ONE LiNE DIAGRAM rlementsasvoss c PAGE: V NOTE:PROTECT L ABOVE AND BELOW ERASE HIRNS, U L^ � -—T— ��-- -- 5 sly — Flil Bawer ar WIM IN PVC i,SCH 40,MNIMLM. _ wirM by qualified NO Incoming A•r SCALe M NeJtral Block Pnwpr le — PUMP 0 _-- i aclmauon that allows Pressure Tubing OId51TE WA5TEMTER ALARM EFFLI@FT FLOAT 0 44" IOA,- 15R ID bRa EO63 So/VSIS 'biS4D nensWnbefrd actctt lol TREATMENT 5Y5TEM FLOAT PMP SHIT04 `I - SHTGN PRESSURE KPa.IPSI Insvcaion and mainn:n:,nce -- activi y or- 3 I W 2.6.&ENSW To WTI A(a YYNEII HRE rB MK 5'AHIKX' NOfEIa+iX OZp:b rNffBtS(rPl I{Il26NGE WMAX 6'ME5N 5PAoN,-,) "I'''Hitl>'liilN11tM1+?i'- u5E(415'f BALv 1s ep r 36'411 LEI6111 F$C.E"15 W 6ALV NA4a3R•IEM TliA P+�i•. k,MAX.C.TO'..�. �DRIVEN MR:,16,INTO El2aw, ITTP•EA POST)' I ca.R1G�ArF_ I L, tb.•! of 0.M10E Ply . POS MINiN L(vETi3F' s��AYc FsfK Z O 'll�w� �—a_ HEI6H70F FILIER. 9ELP16RAZR N.ASE9 N Iff VYh a^E F y 'I1 1 =16'MR I I fgR£O LGNGRf1F N 13' � stt'<Jh£5�calk•= V ��1'� ` ' ,,, f,rfsO sfnDllFF i PFRTPF.TI./'VIFW •, bfi+t R NOVEN HIRE FENCE MIN.14$ b"Mltt FENCE POST N<.:C.ae NlYflt GON4TrZ .YION P .IFI.AT'ONS SA k5ELJ W MAX.TE I CUL I.N� rEE P6CfE TO ff Fnsrtly SPALEK)W FILTER CIOTN 4 ELY TO 1-1511—TI 1 [R STMY.Pp"iT5 BW1 BF siFfi aw FLOW F GR �s � ' PALHI EWtl)<'Ai i0P AIO W 5FL110N COi•PALT®SOIL EBCE 4�I11 BE NNBI NRE IZ V]6NGf, � j, 6•wxru+rc*DPBNNS. E 5ED FILTER OLOTM S.NBI nD Yub6 6 FLr61 Clara gYNI 'A MIN.OF 6 IN 6ROUND. FILM 011B2 riEY Sill'L EE PERi.N4FD {' 61'S%K.IfS NO FO'.O®.FIIHV(LAM Bt41�BnFR HLiEt X MRM IoOX SECTION VIEW 'H'FRAME DETAIL- ..�/bPoLATH/Fars:=IMS P � swu eE 6SFA6.DNRasr.E.cR�—50vn11,T FOR CONTROL PANEL AND GPT RECEPTACLE s.w.arlevaee sx�eE`eFer�•�sl�-'/f°"A'E,vw.P.�tt'o'fel TRGES•mla IN ilE SA.T FFN:F. STR IUE FOR I/A OWS COMIROL PANEL 14J "N6 X.VE 1CaE U5.CrPARTMENT OF A6PJCJLRRE NAruRA-Rc52X+LE5 C42 5ERVATGN 5ERVICE SILT MEN TORK STATE DEPARTMENT OF ENVIRONN¢NTAL CONSERVATION FENCE NEN YORK STATE SOIL 1 HATER C,OKSERVATIOi CCPTNTTEE r i Wfr:AOLIiIOHµ 4vf1 OV'SNALL STOPP9! WTABLE BE FFav,DED IN INIEr'!OR CF[KDS. 0 D O W NO.Ef rRAP Sw,L-EE FRa.50� EN P1L6 T TO GR OR ADE PER IFL 305.P33Q{ WILES I.Fac uFANwnv TYPICAL LOCATED N Rtlf(. FIMSNED ERApE ssetwre EXTERIOR �� g a $rxANc AlD`°�s( ao•ELeDM CLEANOUT Law` ]' ].FAR NM aaL1wG 7 ecledarsrow[cnar;. NT.S, w N ca�LREn: b• r- (ra" }•�Fi^r l� LXf1EY MN I P��_ �m r0 SAX SYS 60'WYE NTERNAL - O z Mx t'DIA -.�i.•..:L=1- I N'� A�3LLJl Q PFE PITON J� I K'PERra �. 7J w .� ww11aa.. 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I 'MVIYAE NWGE NIWT0.E HI -B.t]2a1'IStlIW 5 ft VYM K:ftAft A ft YEA YEn•f!n A YF W.NI Sk"n Iloi To 5f/LE �FMREY T.WILEN.PE. Ta,aNc cen is SLAG ELOq wm W E. E F EN J OE N If •DB. 1 _ aEunaS TO EN 9]Lln.FT. EL 305]' .EL 3Ofi 60TTLH OF OF.•O! .• Q O .rrXj In FLIP l EL.3036' DMIR BOX .6.2oM l'F SOR 35 PPE fRa+W i0 V IE N.1p o F/] z "' V MNNH YOfE•.'/LN Pi a'f•AR 35 AIE •EL N.9{' 3Tll LNL FT,Hal YGPE•Y{/LE. I I Z l} I.LI( ILLS]L6..G'_]aC'-035'nIN SLCFY ENHANCFU — PFLM cN I 31.816.X•=S.a6•=ON MN BAR i IFAOIIG NOL OR®G01Bt PM AWe uc U �- TNEATNIF.NTU�'iT epJ LIN FT. DISIRERIITTf)N AOF 31 �m%C<1FrlaiP V (Q .ITL'1 MN.YaE•)6'/LNFT PDX:UR) :GEµ ylp /1 \IOI)EL CENI O II SCO'L6%1�'•Oba'. W FISEAS •a Lfll,•R,-(h?7 1 —y y'iNL RSEt PM YW» F r ° OPe'MM YOFE A5 REGUOW 1 SV g I P 0•�SMpm� Li t) Y I —fir.. �ro�raaw Eavil� PM ios;. 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Aq N:LL•JyW]IF­3]7 _ .may:.aK`n+feav "xu rni.un,n e•aMa of 3 SCDHS SET TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. R 'l SOUTHOLD,NEW YORK �. l .} AFFIDAVIT OF' In the Matter of the Application of: MAILINGS Sebastien Gagnon and Cheryl Han (Name of Applicant/Owner) 1115 Arrowhead Lane, Peconic SCTM No. 1000-98-3-7.1 (Address of Property) (Section, Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, ( V)Agent Diane K. Wassick c/o Twomey, Latham, Shea, residing at 33 West 2nd Street, Riverhead, New York, r , being duty sworn,deposes and says that: On the 20th day of March ,2024, I personally mailed at the United States Post Office in Riverhead ,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(0 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. -/ A44��-A (Signature) Sworn to before me this JL:. day of ��I-•-- • 2€I9�, DONNA BLOW tNDTARY PUBLIC,STATE OF NEW YOW g otary Public) PLgieration No.OtBL6390857 Qualified in Suffolk County W-Commissfon Expires April p22,2 0 PLEASE,list on the back of this Affidavit or on a sheet of paper,er,the at 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. I L PostalTM ■ MAILo . oRECEIPT W Domestic Mail Only ru Domestic Mail Only —0 --2 KT� m03) <=i tl ` 11` L,�G e � ,r O r-"• � Lt `� A .:a USE Certified Mail Fee /<ru _ l Certified Mao Fee Er ' Extra Services&Fees(check box,add fee as eppropd'I _- r� Extra Services&Fees(check box,add fee as appropriate) ❑Return Receipt(hardcopy) $ �( /I f� 3 .r) �. •/� ) ❑Return Receipt(hardoopy) $ C3 ❑Return Receipt(electronic) $ ') - ',.1Ai`PO§tmark 6 -1 r ❑Return Receipt(electronic) $ rH.re 0 ❑Certified Mail Restricted Delivery $ d Here ❑Cert�ed Mail Restricted Delivery $ - 1 ❑Adult Signature Required $ ')• C3 ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ , I i � []Adult Signature Restricted Delivery$m PostageO Postage M $ )r $ m Total Postage and Fees ._" rl l Total Postage and Fees Sent To p ru Sent To I C3 ______XaviQr_Amador__ StreetandA t.No., - DQU1��A`�_1`} C r --- J - . StreetandA t.No.,qr O No. 0 -'-"-----p- PO x 11�0 Smlt�i ���`airview Aenue ---- ------ -------------------------------------------------- Z-9 iWc", NY 11958 -------------------Madison,....................... J9 -- ' City,State,ZIP+4® NJ 07940 P n -02-000-9047 See Reverse for Instructions U.S. Postal Service'm Postal ■ , p RECEIPT CERTIFIED o RECEIPT nJ • m Domestic -• •. • ;.n c9 - . . - , • , Ico ��, i',-^•z Yr=� ,i ir''� )i . :` �7 .fie, '". t j 1=�CE3 Certified Mail Fee AC-P,D 1�1? Certified Mail Fee �_ $ 7.7 � Extra Services&Fees(check box,add(ee as apploy t6 $ $ Ln Extra Services&Fees'(checkbox,add lea as ap iopiiate) rrs ❑Return Receipt(hardcopy) �, J -_postmark ❑Return Receipt(hardcopy) $ "'�� � % 1 ❑Return Receipt(electronic) $ O ❑Return Receipt(electronic) $ POstmart ;C3 ❑Certified Mail Restricted Delivery $ P-- Here C3 ❑Certified Mall Restricted Delivery $ ` ° Here'! I I3 []Adult Signature Required $ ry AIR 2 �0 O ❑Adult Signature Required $ I, i ❑Adult Signature Restricted Delivery$ "' 2.�2�i ❑Adult Signature Restricted Delivery$ b `�'(,I�\ 2 0 2024 ! 3 Postage Postage r11 $ - t / m Total Postage and Fees rl Total Postage and Fees $ �i4\ Sent T m $ N Pa m es Mina -== ------------ p Sent To ��• • i Streef�1daB�l6'�/)[01@O Box No. p Street and Apt.No.,or�rJ ox—ATo. i��}Rid r` 121-0-Smith-Rd---------------------------------- Ciryt ------------------------------------------ Ciry,State,ZIPW Peconic NY _ Postal Postal CERTIFIED o RECEIPT i CERTIFIED RECEIPT r3 Domestic Mail Only (Domestic Mail Only;No InsUrance Coverage Provided) cc IEr 7.crt" fied Mail Fee { A,D.NY r Postage $Ln - Extra Services&Fees(cheekbox,add fee as approp \ Qj, ❑Return Receipt(hardcopy) $ �L Certified Fee a ❑Return Receipt(electronic) $ MAR Postmark1 C3 O ❑Certified Mail Restricted Delivery $ Here p (Endorsement ReturneittFe Postmark' O ❑ }�Adult Signature Required $ IqA C3 Required) []Adult Signature Restricted Delivery$ r"'t" �02° C3 Postage Restricted Delivery F80 e ' (Endorsement Required) $ mTotal Postage and Fees r— Total Postage&Fees $ Us?j $. 1 - O Sent To - gent io IIS�S C3 n I 1l 1ST[�I?l k o Maria_C-Ott ----------------------------------------------- O Street andApt�R/o�aYPC78aXN3.���'-•I"�''G----------------------------------- p StreetApf.No.C------- (`- 1350 Avenue of the Americas,Suite 2300 or PO Box No. 301 W 57th St Apt 52A --- -------------------------------- city,stele,:yfx ----Wewybrk,-TVY7DM79=31'$1------------------------ �ew York,NY 10019 PS Form 380 r r r rr,•,. GAGNON/ HAN PROPERTY 1115ARROWHEAD LANE, PECON IC, NY 11958 SCTM#: 1000-98-3-7.1 Road 4170 Indian Neck Lane 98.-2-27 98.-1-27. Arrowhead Cove at Indian Neck Property Owners Indian Neck Lane I, LLC P.O. Box 495 1350 Avenue of the Americas,Suite 2300 Peconic, NY 11958 New York, NY 10019 1250 Smith Road 825 Arrowhead Lane 98.-3-26 98.-3-5 Thomas H Smith Alberta S. Marcy Barbara J Smith Donald R. Marcy 1210 Smith Rd 59 Fairview Avenue Peconic, NY 11958 Madison, NJ 07940 1150 Smith Rd U.S. Postal Service" 98.-3-27 Irr CERTIFIED MAILP RECEIPT Xavier Amador I "n Domestic Mail Only 1150 Smith Rd , o For delivery information,visit our website at o Peconic, NY 11958ru m _ I Certified Mail Fes 1050 Smith Rd m $ 98 -3-28 fiJ Extra Services&Fees(check box,add fee as app'op'ate) ❑Return Recelpt(hardcopy) $ ® \ James Mina ❑Return Receipt(electronic). $ Postmark Yvette Mina 0 ❑Certified Mail Restricted Delivery $ . H�r'e rl- []Adult Signature Required $ K d 2 0 LGL I 1050Smith Rd rU []Adult signature Restricted Delivery$ Il _-1 Ln Peconic, NY 11958 Postages�._. r-j Total Postage and Fees 930 Smith Rd IS 98.-3-29 sent To Arrowhead Cove at Indian Neck Property. --------..��11 - ------------------------------------------------------ Richard B Backofen � Streetantl �-orP6BoxIVo. 228 Collins Ave 'n :-----P.O.Box 4�------------------------------------------------------------- Q. ctry,s'Nconic,NY 11958 PS Form Williston Park,NY 11596 3800,January 20230- 000•r• 1225 Arrowhead Ln 98.-3-8 ■ • Maria C Ott CERTIFIED o RECEIPT 301 W 57th St Apt 52A Domestic • nly New York,NY 10019-3181 .-a co For delivery info mation,visit our website at ww usps.com"; W. u 1190 Arrowhead LN h- Certified Mail Fee.. 98.-2-8.1 $ Michael Ryan Extra Services&Fees(checkbox,add fee as appropriate) j ❑Return Recelpt(hardcopy) $ Megan P Ryan C3 ❑Return Receipt(electronic) $ Postmark 549 Fairmont Ave C3 ❑Certified Mail Restricted Delivery $ (� 0 ❑Adult Signature Required $ II l`&'fr!'` ° +�• 2021t Westfield,NJ 07090 ❑Adult Signature Restricted Delivery$ ? L-Jjai Postage X, 890 Arrowhead Ln ,fm Total Postage and Fees / 98.-2-6.1 $ Lindsey L King sent r�ln sey Ing _® 0 Kevin A King Siieef ?N .lp oxNo. --------------------------- 131 Maple St crry stairs i+4 st---------------------------------------------- ------ Brooklyn,NY 11225 Brooklyn, NY 11225 :rr r r, r•r•r. P• Postal o . CERTIrIE6 MAILo ■ .. Only.-' Ln .. • i EDrVi , ( s� � ..;.'O , t ? iF ;3 f JCertified Mail Fee �� 79 Certified Mall Fee NGI" y $ y $ 0,9 Extra Services&Fees(check box,add fee as appropriate) _ _ I Extra Services&Fees(check box,add fee as appropriate) ❑Return Receipt(hardcopy) -$ r� r- ❑Return Receipt(hardco ) $ �— 1:3 ❑Return Receipt(electronic) $ p �•`- n 2�j [:3 ❑Postmark I ❑Return Receipt(electronic) $ Postmark r3 ❑Certified Mail Restricted Delivery $ i --� YEAR 2 I9er!20 � Certified Mail Restricted Delivery $ -- I •JI- r•Y IJ T pn rrt1, ��/t O ❑Adult Signature Required $ C3 ❑Adult Signature Required $ []AdultC'E�� Adult Signature Restricted Delivery$ �� -�{ ; � I ❑Adult Signature Restricted Delivery$ fY! Postage Ill Postage rn $ f m $ / fri Total Postage and Fees m Total Postage and Fees ru Sent To ``Y Sent To IC ae Ryan -IFi Richard pBQBapckofen ------------------------------------------- ru I�� � R,., Street 25 OIIIf1SHV2 No C3 Streetafrd.q�w.,9t°cAWIva--------------------- -------------------------- ------------------- 549_Fa i rrT]52n1Av2 --------------------------------------- crry, ]NyfiIVY 11596 ,sra est ield,NJ 07090 PS Form 8800,April 17530-02-000-9047 See Reverse for Instructions 3 :rr r rr -- SENDER:'COMPLETE-THIS SEbTI6N COMPLETE THIS S�ECTION ON DELIVERY I Rik ■ Complete items 1,2,.and.,3, : -:;:r,y A. Signature ■ PYIriN.Pur narrre and addY@SS'On�t texYeVeY56., X ❑Agent so that we can return thewcartl::oxybG: ❑Addressee Received b Printed Name ■ Attach this card to'aiY"bck>¢. te maiiplece, Y( ) C. Date of Delivery or on the froi 0-41 lfif sph' permits. �6 p� 1. Article Addressed to: D. Is delivery address different f m item 1? ❑Yes -- ---- If YES,enter delivery address below, ❑No Arrowhead Cove at Indian Neck Property ' Owners P.O.Box 495 Peconic,NY 11958 AI i II I IIIIII IIII III I II I II I I I I III III I I I II II III I III 13. Service Type ❑Priority Mail Express® ❑Adult Signature ®Registered MajITM LAdult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail@ Delivery 9590 9402 7503 2098 7018 37 ❑Certified Mail Restricted Delivery ❑Signature Confirmation'" ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery — - -- -- -- -- - -- - n-Insured Mail 15 8 9 0 710 5270 1238 2340 59 �over$500)it Restricted,D1e ivery" PS Form 3811;duly 2Q20 PSN 7536-02100019053 t j, • Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY SENDER: COMPLETE THIS SECTION *�Completditpmstfri,2,and 3. A. Sign ure ■:Print.;y r neme and address on the reverse X ❑Agent o,tf atyWp Yeturn the,card to you. —�� ❑Addressee.i j ■ Attach this:"oa{'d-to the back of the mailpiece, p� ceive by(Printed am �D!te o D livery I or on the front if space permits. t�tj r 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes r - - - - If YES,enter delivery address below: p No "j Richard B Backofen >' 228:C011ins Ave Williston Park,NY 11596 3. Service Type 0 Priority Mail Express@ II I IIIIII IIII III I II I II I II III IIII I I III II I i II III ElAdult Signature E R Registered Mailr Cl Adult Signature Restricted Delivery [�Registered Mall Restricted 19 Certified Mail@ Delivery 9590 9402 8574 3244 3332 73 ❑Certified Mail Restricted Delivery ❑Signature Confirmation" I ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfe from Service label)_ ❑tCollect on Delivery Restricted Delivery Restricted Delivery �- t —- i 1 { ed Mail Restricted�efvery 7022 3331�0 �[ 1 4�2 8E�49 ver$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK AFFIDAVIT OF fn the Matter of the Application of. POSTING Sebastien Gagnon and Cheryl Han SCTM No. 1000-98-3-7.1 (Name of Applicants) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, Karen Hoeg, Esq. residing at 33 West 2nd Street, Riverhead, New York-,being duly sworn,depose and say that: I am the Owner or(V)Agent for owner of the subject property —fil day 1024,1 personally placed the Town's On the 21r of Official Poster on subject property located at: 1115 Arrowhead Lane, Peconic indicating the date of hearing and nature of application noted thereon,securely upon subject property, located ten(10)feet or closer firom the street or right-of-Way(driveway entrance)facing the street or facing each street or right-of-way entrance,* and that� I hereby confirm that the Poster has remained in place for seven(7)days prior to the date of the subjeci:�, heariagdat which hearingdate was shown to be, Thursday, April 4, 2024 mcn aa (OAwnir/ nt Si ture) i Swom to before me this Day of DONNA13LOUNT 10M PUBUC,STATE OF NEWYOFIC Registnation No.01BL6390857 (Notary Public) Oualffied in Suffolk County 13-1- My Commission Expires April 22.20.=j near the entrance or drivew,ay entrance of property,as the area most visible to passerby I SENDER: . . ■ Complete'iterri" 1,2,and 3. A. Signature �...,:, N Print your.naiC�end address on the reverse X,.� ❑A ent So that we Cali r.urn the card to you. i .G'❑Addressee *tl=" B. Receive (Printed Name) C. Date of Delivery ■ Attach this card:to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to:. D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Michael Ryan Megan P Ryan �<< .. 549 Fairmont Ave r Westfield,NJ 07090 ? - 3. Service Type Priority Mail l iipress� i II I IIIIII IIII III I II I II I I I I III III I I I II II II I I III ❑Adult Signature El Registered Mill ❑' Adult Signature Restricted Delivery ❑Registered Mail Restricted) 'q Certified Mail@ Delivery (f 9590 9402 7503 2098 701$ 13 ❑Certified Mail Restricted Delivery ❑Signature Confirmation7m ❑Collect on Delivery ❑.Signature Confirmation ❑Collect,on,Deljve Restricted Delivery Restricted Delivery _2. Article Nymber.(Tragsfer;from service labelL_• ••_ ry ry •, i t - i Insured Mail 1 j 1- i I'1 I i i ' !i 1 7 0 2 2 3 3 3 0 ` 1]0 b'1 '4't 7 3 '8 6 5 6' r Insured Mail Restrict d Delivery.r i 1 (over$500) i' PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt III • •SECTION 'COMPLETE / ON SENDER. MPLETE ■ Complete items-1:,`2, A. Signature and 3, 1k ❑Agent ■ Print yodr"name and address on the reverse X sc iA� vueµearixet4frt, a card to you. ❑Addressee i ■ Attach this-card to the-back of the mailpiece, B. Receive y(Printe ame) C. Date of Delivery or on the front if space permits. .F 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes � - - ------ — - If YES,enter delivery address below: ❑No Lindsey L King Kevin A King i 131 Maple St Brooklyn,NY 11225 -3. Service Type ❑Priority Mall Express@ II I IIIIII IIII III I II I II I I I I III III I I I II I IIIII III ❑Adult Signature Registered Maillm I ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted `Q Certified Ma!I@ Delivery d Certified Mail Restricted Delivery El Signature Confirmation^" 9590 9402 7503 2098 7018 20 it ❑Collect on Delivery ❑Signature Confirmation 2. Article Number ransfer from service label ❑Collect on Delivery Restricted Delivery Restricted Delivery yan - ) ------ ^-Insured Mail i 7022 3330 0001 4273 8663 nsured Mail Restricted Delivery over$500) PS:Form 38 1, blyj2020 PSN 7530-02-d'dd5$ ! ! + Domestic Return Receipt"SEN i rER: COMPLETE THIS SECTION • DELIVERY •" A. Signature ■ Cartlete items 1,2,and 3.I. ach 'your name and address on the reverse ❑Agent hat we can return the card to you. ❑Addressee I ■ this card to the back of the mailpiece, B. ived b finted Name) C. Date of Delivery or on the front if space permits. OyW vc-Tay rL3-Z'� 1. Article Addressed to: --- - D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Thomas H Smith Barbara J Smith i 1210 Smith Rd 4 � Peconic, I i NY 11958 I 3, Service Type ❑Priority Mail Express E3 Adult Signature Et Registered MallTM I I I IIIIII IIII III I II I II I II III IIII I I I II IIII I I III ❑Adult Cert f Signatu n a lr Restricted Delivery Regiseteyred Mail Restricted; De 9590 9402 8574 3244 3335 56 ❑Certified Mail Restricted Delivery CI Signature Confirmation*M ❑Collect on Delivery ❑Signature Confirmation it _2.•Article-Number(Transfer frOm_serylce label)-____ ❑Collect on Delivery Restricted Delivery Restricted Delivery Insured Mail 7 0 2 0 3160 0000 5568 6834 Insured Mail Restricted Delivery (over$500) j PS Form 3811 July 2020 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE THIS SECTION ON DE, ■ Complete items 1,2,and 3. K.-Signat e y ■ Print your name and address on the reverse X ❑Agent 1 so that we can tdturn the card to you. ❑ •ddressee ■ Attach this card to the back of the mailpiece, 13..Re ived by(Printed Name) & ate\ Del'pv ry or on the front if space permits. 1V1. 1. Article Addressed to: D. Is delivery address different from item 1?113 Yes _ If YES,enter delivery address below: ❑No Fl� dian Neck Lane I,LLC 1 1350 Avenue of the Americas,Suit-30 I New York,NY 10019 111111111 IN 1111111111111111 IN I I I 11111111111 3. Service Type ❑Priority Mail Express® ElAdult Signature h Registered II � ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted' 9590 9402 8574 3244 3335 49 13Certified Mail® Delivery❑ j Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation -2. Article Number(Transfer from Service label) ___ _ ❑Collect on Delivery Restricted Delivery Restricted Delivery Insured Mail 7 0 2 0 316 0 0 0 0 0 5 5 6 8 6 810 Insured Mail Restri.:eu Delivery i (over$500) I i PS Fdrm 3811,1 July iO0 d PSN 753d-022000=9053 11 11 domestic Return Receipt SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1',2,avid 3. A Signature ❑Agent ■ Print your name and address on the reverse ❑Addressee. so that we can return the card to you. - ■ Attach this card to the back of the mailpiece, & eceived by(Printed Name) C. Dat of Deli ery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different frolic item 1?113 Yes �—� - If YES,enter delivery address below: p No I. James Mina iYvette Mina 1050 Smith Rd I, Peconic,"NY 119SS - _ 3. Service Type Priority Mail Express® IiIIIIIII IiII IIIIIIIII III III IIII I I(IIIIII II III ❑Adult Signature [3 Priority MalITIA [3 Adult Signature Restricted Delivery ❑Registered Mail Restricted 61Certified Mail® Delivery 9590 9402 8574 3244 3332 80 ❑Certified Mail Restricted Delivery ❑Signature Confirmation"A ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 2,,Article Number_(Transfer from service labeq___J — Insured Mail 7022 3330 O OD 1 4273 8632 Insured Mail Restricted Delivery PS:Form 387TiJuiy 2020iPSN t6d-02-000-9053 1 1 1 1 I Domestic Return Receipt I I i i LEGAL NOTICE )THOLD TOWN ZONING BOARD OF APPEALS '�7 I THURSDAY,APRIL 4,2024 at 10:00 AM x� l2 PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959,on THURSDAY.APRIL 4,2024: 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/agendapenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-CHRISTOPHER AND ANGELA JEFFREY#7886-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's November 8,2023 Notice of Disapproval based on an application for a permit to legalize"as built"additions and alterations to an existing single family dwelling;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;3)more than the code permitted maximum lot coverage of 20%;located at:5875 Great Peconic Bay Blvd,Laurel,NY. SCTM No.1000-128-1-3. 10,10 A.M.-PAUL TOOBIAN#7887-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's December 28,2023 Notice of Disapproval based on an application for a permit to legalize"as built"demolition(as per Town Definition)of a dwelling and reconstruct a single family dwelling; 1) located less than the code required minimum front yard setback of 40 feet; located at: 15775 County Road 48, Cutchogue,NY. SCTM No.1000-101-1-12. 10.20 A.M, - BARBARA AND KIMON THERMOS/TUCK REALTY LLC/ALEXANDER KAPETANOS #7888 - Request for Variances from Article IV, Section 280-18 and the Building Inspector's December 4,2023 Notice of Disapproval based on an application for a lot line change;to split lot no. 1000-99-1-20 and adding equal parts to two adjoining lots;1)two lots measuring less than the code required minimum lot size of 40,000 sq.ft.;2) two lots measuring less than the code required minimum lot width of 150 feet;3)two lots measuring less than the code required minimum lot depth of 175 feet;located at:355 Sound Beach Drive,405 Sound Beach Drive and 455 Sound Beach Drive,Mattituck,NY. SCTM Nos.1000-199-1- 19,1000-99-1-20 and 1000-99-1-21. 1080 A.M.-STEPHEN DUBON AND JACQUELINE DUBON#7890-Request for Variances from Article III,Section 280-15;Article XXXIII,Section 280-124;and the Building Inspector's December 14,2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required minimum front yard setback 35 feet;2) located less than the code required minimum rear yard setback 35 feet;3)existing shed located in other than the code permitted rear yard;located at 5605 Stillwater Avenue,(Adj.to Eugenes Creek)Cutchogue,NY. SCTM No.1000-137-4-3.2. 10:40 A.M.- ECAE 149 LLC-C/O ANTHONY GERACI #7889- Request for Variances from Article XXIII,Section 280-124; Chapter XXXIV,Section 280-207; Chapter XXXIV, Section 280-208; and the Building Inspector's October 31, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling; 1) located less than the code required minimum rear yard setback of 35 feet;2) more than the code permitted maximum lot coverage of 20%;3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;4)the construction exceeds the permitted sky plane as defined in Article 1, Section 280-4 of the Town Code; located at: 520 Snug Harbor Road (Adj. to Gull Pond Inlet), Greenport,NY.SCTM No.1000-35-5-34. 10:50 A.M.-STEPHANE SEGOUIN#7891 -Request for Variances from Article XXII,Section 280-280-116A(1);Article XXIII,Section 280-124;Article XXXVI, Section 280-208A; and the Building Inspector's November 8, 2023, Amended December 13, 2023 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling,a new accessory in-ground swimming pool,and to legalize two as built accessory decks;at; 1)more than the code permitted maximum lot coverage of 20%;2)dwelling located less than the code required minimum side yard setback of 7.5 feet;3)dwelling exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;4) dwelling located less than the code required 100 feet from the top of the bluff;5)swimming pool located less than the code required 100 feet from the top of the bluff;6)accessory deck located less than the code required 100 feet from the top of the bluff;7)accessory deck located seaward of the top of the bluff;located at 310 the Strand,(Adj.to Long Island Sound)East Marion,NY. SCTM No.1000-21-5-5. 11 00 A.M.-SEBASTIEN GAGNON AND CHERYL HAN #7892=nRequest for Variances from Article IV,Section 280-18;Article XXXVI,Section 280- 207;and the Building Inspector's November 15,2023,Amended December 7,2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)located less than the code required minimum rear yard setback of 50 feet; 2) gross floor area exceeding permitted maximum square footage for lot containing up to 80,000 square feet in area; located at: 1115 Arrowhead Lane,Peconic,NY. SCTM No.1000-98-3-7.1. 1:00 P.M.- ROBERT M.VELLA,JR.#7895-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's January 12, 2024, Notice of Disapproval based on an application for a permit to legalize an "as built" roofed over on grade patio addition attached to an existing single family dwelling;at;1)located less than the code required minimum rear yard setback of 35 feet; located at:60 Gagens Landing Road,Southold,Peconic,NY. SCTM No.1000-70-10-16. 1.10 P.M.- DIANE M. BOUCHER #7908- Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's December 8, 2023 Notice of Disapproval based on an application for a permit to construct a 144 sq.ft.accessory shed that does not require a building permit; 1)more than the code permitted maximum lot coverage of 20%;located at:5645 Pequash Avenue,Cutchogue,NY. SCTM No.1000-110-6-2. 1:20 P.M.-JAMES HUETTENMOSER#7884-(Adjourned from March 7,2024) Request for Variances from Article XXIII,Section 280-124;Article XXXVI, Section 280-207; Article XXXVI, Section 280-208; and the Building Inspector's November 8, 2023 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two-story single family dwelling;at; 1)located less than the code required minimum front yard setback of 35 feet;2) located less than the code required minimum side yard setback of 10 feet;3) located less than the code required minimum combined side yard setback of 25 feet;4)more than the code permitted maximum average building height of 35 feet;5) more than the code permitted maximum lot coverage of 20%;6)gross floor area exceeding the permitted maximum square footage for lot containing up to 20,000 square feet in area; 7)the construction exceeds the permitted sky plane as defined in Article 1, Section 280-4 of the Town Code;located at:2235 Cedar Lane,(Adj.to Spring Pond) East Marion,NY. SCTM No.1000-37-4-7. 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: hftp://24.38.28.228:2040/weblink/Browse.asox?dbid=Ok/Browse.aspx?dbid=0. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southo/dtownny.gov. Dated: March 21,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 53 81 aa95 `°if@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, 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: 03/28/2024 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. C,.ltrClfcc�c _1G� E;�� Signature Christina Henke Rea Printed Name FNotary OUGLASWREA Digitally signed blic•State of New York by douglas w rea ,01RE6398443 Date: 2024.04.06Subscribed and sworn to before me, Quaied in Albany County 12:19:26 +00:00 My Commission Expires Sep 30,2027 This 06 day of April 2024 Notary Signature Notary Public Stamp r- OFFICE LOCATION: �F SOu A AILING ADDRESS: Town Hall Annex l P.O.Box 1179 �� 54375 State Road Route 25 ,`O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY N Telephone: 631 765-1809 G �pQ http://southoldtownny.gov ZONING BOARD OF APPEALS Town of Southold LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, APRIL 4, 2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, APRIL 4, 2024: 11:00 A.M. -SEBASTIEN GAGNON AND CHERYL HAN #7892 - Request for Variances from Article IV, Section 280-18; Article XXXVI, Section 280-207; and the Building Inspector's November 15, 2023, Amended December 7, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required minimum rear yard setback of 50 feet; 2) gross floor area exceeding permitted maximum square footage for lot containing up to 80,000 square feet in area; located at: 1115 Arrowhead Lane, Peconic, NY. SCTM No. 1000- 98-3-7.1. 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. Link: http://24.38.28.228:2040/weblink/Browse.asDx?dbid=0. If you have questions, please telephone our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: March 21, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 0-Min Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 �4 Southold New York 11971-0959 ft -IlyaS tf Fax(631) 765 9064 ZONING BOARD OF APPEALS DATE: March 4, 2024 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 April 4, 2024 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. gBeiow, lease see instructions re uired to prepare for the ZBA� ublc hearin which includes P. . _ R P P P g ,PLEASE"READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no Hater than March 28, 2024. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please cal➢ the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing wilt be adiourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 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 March 28, 2024, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your Property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. Instructions for ZBA Public HeaC�.. o Page 2 MAILING INSTRUCTIONS: Please send by U PS S.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 March 18,2024. 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@southoldtoLAM.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. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors > Assessment Books/Tax Rolls > hLtps:Hsoutholdtownny_gov/DocumentC enter/View/9694/TentativeRo112023 [IMPORTANT INSTRUCTIONS: Scan`;and;email.the.:t7$PS mailing receipts, green signature cards and.affidavits to k,ft southoldtownny gov, and ** PROMPTLY USPS MAIL2 the ORIGINALS to h ;thee Town-;of�South'old, ZBA, P.O. Box 1179, Southold, NY -11971. at Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. 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Click on "Board Actions"folder to open. Laserfiche WebLink @ Myweunk I Nwp Abmt signa.t Home Browse Search TarmOf"ooutho;o*2m-ae,Board of Appeals iZOAF•Board Actions Board Actions Mame page count template name-' - 1957-1979 Entry Properties '.980-1949 Path '7^000 Tc nr JET-j ixolc`-e;,;-y Cc vd ofp,ppelii',(I.E4;,BCi!ra;%v-:j(;ttS 2001 Creation date` 2002 ;:10nCy:112:2`:55 F'ih ,J 12003 Last modified ;2004 3121r'2+117 11:35:07 447 2005 ' A Me[add[d 2006 - ao metadara assgned ?.".2007 :73 zoos 2009 -____......_.._-_......... ,i 2050 B ReW rkhlP*PsmsaetUres2,� 2011 2012 '..t''013 u 2014 2015 w 2016 r',-)21117 pending aa.halN.'�ncmmR�aRhipsp-rme.vaUzrl, ecru�,.r t �. _._� Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". r Laserfiche Instructions ZBN Files Page 3 fume Browse aedrt), ronon9!dhwd.Zunirtn a:n:Ct aPL•NS i:HPI>6:J-d F[dP.^s•zo,] 2017 a'y m>ts 3a� saa1—ra n Entry 4TOpeNes i5 69Ti Hoare xvam 78 Path ,3 fi997 i3 Baara Pmom TawnnY.Au:M.I;,:a^a:,?q1::1 OoarJ Tcuons d PI'oe.m G:tJ.7•th'.rJ �+AG: :00 t.mr::-P.a% 1.7cd19 69 BPArd pu:ons Crestlendate +a,! 71 Hoard A.— s 1ngO,re,/1'!a?. i Board ninon: A!2 lastmotlified N^N'1;:;e%Y�f"f nM .�]0!J ,1a aaara arae•:s A!s 9] aggro Amain 9 NHadM 93 Hoard acnana N'('T.cLK.xJa:oi'i 017 )0 aamdAN9m ,Sa A1. se .—Arc— al Aa9 SB BoarJ.atums a•Ago so Board-Koons V.2. 59 Hoare Acdans +Q+ 71 aoarda .. ass again Adage ia2A da eaare among Ass 2:E 9aard actiem I ;G36 73 aoara ad,cn7 70]. to Board 9Nons 'C A:a G3 ward—.11 bJ 7— 3 Board Iii-A ®Avrcc a a..a.n ar+n.< Above: See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WehLink ca3lel M Home Browse Search Cuaamrze Beard: ] Sort results by: Relevance Records Management Search _'7016 Field name Board Actio—a3 pagge($) Choose field 7 Page Count:'83 Template name:Board Action Rest Page 3...:Calm and Kristen Cashel PROPERTY LOCATION:162 L—er Shingle Hill,Fisher... Page J...19.2017 37016 Cashel SCTM No.1 000.9-1-2 6 mimmus approval to remo... Page S...y 19,2017 37016.Cashel SCTM No.1000.9-1-26 GRANT,the variances as... Search temss Page 9...COLIN&KRI5TEN CASHEL SECTION 009 BLOC... Page 20...Thomas Ahlgren(Cashel),PO Box 342 Rshem Island.NY.. 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Page count _ _ Temptmo.juhe Notices/Hearings ;01957-1979 2 Entry Properties 1983-1999 ------- ..._._._._... __. ...-. +�200U2009 Path U^I 20t0 TownOrsoutticld'.Zonut¢Eoard n;ApP-315 fJ 2011 ;ZB?phunuctggendavLegal ��2012 creation date _ 20:3 %l;u20012:57:40 PMI ,-"'-7_20+4 Last modified 1 2015 ;21161>.;,1S 2:15a4:>rR n 2016 Metadara r`+,.2017 uia neradata as..gned Page 1 of I 11 Ent, .cos++t pon��caaelry Ln�.vaWrS✓-.o 1C•eifPJ•5{g��,I:•.ym,n+n.a Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink nnywebunl:l Help' About Home Browse Search TownofSouthold>Zoning Board of Appeals(ZBA)>MlnutevAgendds/Legal Notices/Hearings>2017 2017 Name Page count Template name - v�ZBA.01/05/2017 Entry Properties 23A-01 ro5/ZOt i Agenda 4 Path J ZBA-01/0512017 Hearing 40 Tm OfSoutna0lZoning Board of Appeals ZBAol/052017 LN 3 IZBAI\h1lnuces/Agen0a5lLrgal J ZBA-01/192017 a lJOrIce5lHeanngS\201/ j I �ZBA-01/192017 Agenda Creation date ' 1 Z/76120f52:15:1 a Pht ZBA-02f02/2017 7 Last modified ZBA-02/02/2017 Agenda 4 5/79/701;a:53:59 PM ZBA-02/022017 clearing 45 Meta data ,u ZBA-02/022017 LN 3 ZBA-02/16/2017 Agenda 3 No metadata assigned d ZBA-02/1 6/2017 Special 3 _educe JY Resuks ZBA-0310212017 7 ,m/6eanlVpap-stnenr.Uses2j ZBA-0310212017 Agenda 4 ZB.A-03/02/2017 Hearing 65 Z3A-0 3/021201 7 LN 3 ,1 ZaA-03/16/2017 Agenda 3 1,Z13A.03/162017 Specal 3 ZBA-04/062017 5 ZBA-04IM2017 Agenda ' 4 ZBA-04/062017-leafing 45 Above: Agendas, Minutes and Transcripts are in chronological order. N �T1 (. - � F '- ' � =�ARI 'i 0 The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow pink - httpm.//Southoldtownny.gov/calendar.aspx FAME GAGNON , SEBASTIEN # 7892 ZCTM # : I 000=98=3=7m I 7AR1ANCE : GROSS FLOOR. AREA & YARD SETBACK 1 ,EQUESTE ADDS. & ALTS . TO AN EXISTING SINGLE FAMILY DWELLING ATE THURS. , APRIL 4, 2024 11 :00 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 OFFICE LOCATION: fjF SUS " MAILING ADDRESS: Town Hall Annex �� Tjyo P.O.Box 1179 54375 State Road Route 25 ,`O ll Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY N Telephone: 631 765-1809 • �O� http://southoldtownny.gov olyCOMM ZONING BOARD OF APPEALS Town of Southold January 17, 2024 I Ms. Sarah Lansdale, Director 1`�I l Suffolk County Department of Planning + I 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#: 7892 Owner/Applicant: Gagnon, Sebastien Action Requested: construct additions and alterations to an existing single family dwelling Within 500 feet of: ( ) State or County Road ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land (X) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Ch ' e on By: Encls. Site Plan/Survey: Marshall Paetzel, Architect, dated December 4, 2023 S 05-50'10" E M/O INDIAN NECK PARK #551 290.00' MAP ROW OF 20 EVERGREEN TREES LINE WOOD STOCKADE TREE#20 FENCE FE.0.7'W FE.0.9'W TREE#1 5.1'W 0.9'N 4.3'W 22" @ LAN F. TREE SCAPE 0 LAWN aj Q00 22-LOT 6 TREE MAS LOT 7 z OPATIO uj 11 AGGT LL Y 91.54' 12.5' ` '0 12- QFR x U 177' DECK TREE W In 23 Ac 1 z STY 0 z ~ a Acs o FIR RES 12.0' 00 -1 °z #1115 O Z ~ ZFR 0 13.3' D CK 10.5' 112.97' 12.5' N O 0 W 91.62' 9.0'—16.0' &) MAS m r. z p BW N (9 N WALK p DI U 4.6' 00 GEN MAS X— WALK p C� FE.0,3'N UGGT pV Rl CD RIVEWAY CL W 919.64 � o ' p CD Ln c) `' 00 '0N 0 V (g p It REBAR 1 oD FD N 01017'40"W 12" m TREE EDGE 256.88, CM N 04042'10"W FD OF 33.94' LOT 6 AND LOT 7 ON S ARROWHEAD MAP OF ARROWHEAD COVE LANE PAVEMENT SITUATE AT PECONIC TOWN OF SOUTHOLD LAND SURVEY LONG ISLAND.COM SCALE -9-3-7 SUFFOLK COUNTY NEW YORK SCTM 1000-98-3-7.1 6r ��-y� ,, •-• SURVEYED:JULY 9,2020 =`�� ;�''. FILED: JUNE 20, 1963, FILE No. 3810 XJuAR7 BR ,,;� . CERTIFIED TO: SEBASTIEN GAGNON WARD BROOKS LAND SURVEYORS CHERYL HAN 11 OCEAN AVENUE ` FIDELITY NATIONAL TITLE INSURANCE COMPANY '' BLUE POINT NY. 11715 ©COPYRIGHT 2020 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF �. 50731 PROFESSIONAL LAND SURVEYORS.CERTIFICATION SHALL RUN ONLYTOTHE PERSON,THEIR INTEREST AND/OR ASSIGNS. (631 ) 576=7794 (631 ) 363-3179 CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. WA R D B RO O KS Q�@ G MA I L.C O MQ�F� ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW. DO NOT SCALE FENCES.OFFSETS SUPERCEDE. FILE#10911 Karen A.Hoeg Partner 631.727.2180 x269 Twomey R Latham khoeg@sulrolklaw.com S H E A, K E L L E Y, DUBIN & Q U A R T A R A R O, LLP 33 West Second St. P.O.Box 9398 IRiverhead,NY 11901 —7 -�l ;� - RECEIVED April 3. 20" APR U 3 'LU'14 BY HAND DELIVERY �WIWG BOARD OF APPEALS Town of Southold 11 Zoning Board of Appeals ov) 54375 Route 25 Southold,NY 11971 Sled Attn: Kim Fuentes Re: Zoning Board of Appeals Area Variance Application V\-e'e j (rn Owner: Sebastien Gagnon and Cheryl Han o� Premises: 1115 Arrowhead Lane,Peconic SCTM#: 1000-98-3-7.1 Dear Kim: Enclosed are eight(8)prints of the Marshall Paetzel Site Plan last revised April 2, 2024 to correct the lot area to 46.389.69 SF and coverage calculations. This Site Plan also includes a nronosed 3 x 17 outdoor kitchen on the Droposed deck. Thank you for your attention to this matter. Yours truly. .4 Karen A. Hoeg KAHA) Encs. BOARD MEMBERS 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 �p� Town Annex/First Floor, Robert Lehnert, Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��ou ,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 23, 2024 Tel. (631) 765-1809 Karen Hoeg Attorney at Law Twomey, Latham, Shea, et al P.O. Box 9398 Riverhead,NY 11901 RE: ZBA Appeal#7892 Gagnon, 1115 Arrowhead Lane, Peconic SCTM No. 1000-98-3-7.1 Dear Ms. Hoeg; Transmitted for your records are copies of the Board's April 18, 2024, Findings, Deliberations and Determination,the originals of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sinc LFuentes Ki ' Board Assistant Encl. cc: Building Department 1.4-gym A SEE SEC.NO,OB6-\ •\` - \ --ns� .•.SEE SEC.NO.O86 \ 1\, ,-eP0\\ \ . TCH-LINE MATCH_ - Z_ - �___, — $\� 1.2 �`'� f �'✓ ,,.-,'�.15,0�'�9\�,\` \1�A Pl`,\`\ \ -'\;�17.8' MAT_CH LINE f{'?q/cS��.,``IIjI=-' _I. 'y 1��.,,✓P. '.\;, \'q. 9g,\'\'.` ; +�,`5'o. \,\5+` \�15\\� \` \\,\`^1,,ti.��cl'z,,¢���A° \°s�Fir3''€��,y o '",�.y02,0\fr o F �< yo C, .F011p, Z 1.3 MATCH .LNE 14.9A 11 0 \S'4, -'t; zI0 +.. y (}� oz "s ? 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FOR PCL.NO. ,� �r,• �,1e J .'sS-.�5+i>,n ;,n m SEE SEC.N0. `^ _ - ��' TOWN OF SOUTHOLD 104=03-014 ,•, ,.. t -a._ �.1 MATCH U E, 23 COUNTY OF SUFFOLK © N NOTICE K mam Wn,a, ,a mee,veo 12.1.1W121A E _______ 12,A(.) Real Property Tax Service Agency MAINTENANCE.ALTERATION.SALE OR Y UTI �b w� va W E DISTRIBUTION OF ANY PORTION OF THE M 300 Center Bvim 3,e he.a M'11901 SUFFOLK COUNTY TAX MAP IS PROHBRED --- .•,mm,,euo w (21) s.ma�.o, •a �,�� zoo 1w c Zao mo WrrHOUT WRITTEN PHiaGS10N OF THE F ---- Feet .S REAL PROPERTY TAX SERVICE AGENCY. M ti c TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office use Only SSA � PERMIT NO. Building Inspector: SEP 1 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner;an BTJTLDTi IG fir • Owner's Authoriiation form(Page 2)shall be completed. `'rl. Date: OWNER(S)OF PROPERTY: Name:Sebastien Gagnon.& Cheryl-Han scTM# s000-98-3-7.1 Project Address:1 115 Arrowhead-Lah6 Pecenic, New York Phone#:917-455--0390 Email:Sebastien.r.gagnon @gmail.com Mailing Address: CONTACT PERSON: Name:Mark Sichling Mailing Address:PO Box 223 Aquebogue, NY 11931 Phone#:631.276.4538 Email:mark@kaconstructionpartners.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey T. Butler P.E. PC Mailing Address:206 Lincoln Street, Riverhead, NY 11901 Phone#:631.208-8850 Email:jeff@butler-ae.com r CONTRACTOR INFORMATION: Name:King Arthur Construction Partners, LLC Mailing Address:PO Box 223 Aquebogue, ,NY 11931 Phone#:631.276.4538 Email:m,ark@kaconstructionpartners.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ©Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $500K Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contra2tor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.,,APPLICATION IS HEREBY MADE to the'Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the iown'of Southold,5uff6lk,:County,New York aridotherapplicable:Laais;'Ordinances or Regulations,for the construction of buildings, additions,--a terations or for removal-or demolition as,herein described.The'applicaPt agrees to comply witii all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors.on-premises and in builaing(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Mark Sichling ®Authorized Agent []Owner Signature of Applicant: Date:August 28, 2023 STATE OF NEW YORK) Annette N. Reeve SS: ` Notary Public CO U NTY O F O 1 RE6242708 Valid in Suffolk County, NY'XX` A��— Expiration .tune 6, 20_Zj S t being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the °0A-VAt-�-aJ (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Sebastien Gagnon 1115 Arrowhead Lane, Peconic, NY I, residing at Mark Sichling do hereby authorize to apply on my behalf to the Town of uthold Building Department for approval as described herein. l7 n,r� August 28, 2023 Owner's Signature Date Sebastien Gagnon Print Owner's Name 2 oeli �� GAGNON-HAN ']AN 16 2024 RESIDENCE Zoning Board of Appeals 1115 Arrowhead Lane Peconic, New York EXISTING GREEN GIANT ARBORVITAE HEDGE S 05°50'10"E 290.00' II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII 111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111111111111 IIIIIIIII� m ur — ,n EXISTING unuuuuauuwuuw 1 uuuuuuunuuuuuuuuuuuw uuuuuunnuu uw noun uuuuuuuuuuuunun uuuuuuuu uuum w uunuunnuuuununnuunuuuuuuuuuuuu,,,l„Ilunuunuunnnuuunuuuuum nuuunununmunum auuunnw_ STOCKADE _ FENCE _ I (TYP.) �v -PROPOSED PROJECT LIMITING SILT FENCE Marshall poetzel v l PROPOSED = AREA OF DISTURBANCE=33,465 SF LANDSCAPE A kI C H I T E C T U IP E 18'X 40' POOL = (OR.77 ACRES) EXISTING EXISTING PARTIALLY = WOODED AREA (PERMIT ACQUIRED) _ ELEVATED PATIO - TO BE REMOVED PO Box 478 5175 Middle Road 8'-0" — 41'-6" = I Mattituck, NY 11952 ""'�inualnnNunnnntnuunuminmumlomwu 50'PRINCIPAL PROPOSED REAR YARD SETBACK � _}-__- -_ - __ .__ __ ._ _ ON-GRADE = axone: �631 i 3115-5000 - -- - • - - --- — '-- '- - -- '- - _ _ POOL PATIO = = email: studio@mplastudio.com _ o``°��•�```````````c EXISTING GREEN GIANT SURVEYOR: PROPOSED 832 SF DECK+STEPS = ARBORVITAE HEDGE Ward Brooks Land Surveyor 41 SF PORTION OF 98 SF PORTION OF 19-0 (2'-5"MAX.HT.ABOVE GRADE) 1 1 Ocean Avenue PROPOSED DECK PROPOSED DECK = Blue Point, NY 1 1715 REQUIRING VARIANCE REQUIRING VARIANCE EXISTING 356 SF DECK+STEPS Office: (631) 576-7794 RELIEF RELIEF _ = r TO BE REMOVED =_ �c c 693 SF PORTION OF ° PROPOSED ON-GRADE PROPOSED DECK+STEPS MASONRY WALKWAY - RESIDENCE ALLOWED AS OF RIGHT a 17 EXISTING FENCE(TYP EXISTING D CHAIN LINK STOOP EXISTING _ o STOOP D EXISTING J F PROPOSED POOL GRAVEL DRIVEWAY JA EQUIPMENT PROPOSED ON-GRADE — TO BE MODIFIED LOCATION EXISTING 3 MASONRY WALKWAY WOODED AREA _: �wnuununnnonuuunnnuuom unnuunum a uuuuuununnnuuuuuunuunannau uuuuuuuuouununuuu TOPSOIL 3 STOCKPILE EXISTING U.G. AREA WATER LINE �. 0 L.P. TANK ` CONCRETEuj WASHOUTAREA EXISTING SITE DATA: N01'1 WOODED AREA SCTM#: 1000-98-3-7.1 T40"W . � ```��� Zoning District: R-40 :% ```` _ GRAVEL ,��` Lot Area: 46,173.6 SF (or 1.06 acres) CONSTRUCTION >`O NOTES: ACCESS m � o I 1. Base map information based on survey prepared by Ward Brooks Land Surveyor unlm,mummumuaun,nrununmmmuuunuum,wlnnumllulmauumu dated July 9, 2020. 256.88' N 04 4—Zl0-W 33.94' I z numau'°ummnuaul„uua,ulamulunnunu„xbgO,O"""'"UI°OO,gp„flpggO,01q4 2. This drawing is for the purpose of obtaining permits only. NOT FOR _ nmm�umnnuu,nnmwmm�� � CONSTRUCTION. i EXISTING J ARROWHEAD � ' �iii WATER MAIN /�1 R O /� / 3. Unauthorized alteration of this plan is a A STREET �/ t/ H E A D LAN � ■ violation of NYS Education Law. H '\VI F EDGE OF PAVEMENT REVISIONS -- DATE DESCRIPTION EXISTING CONDITIONS IMAGES REPRESENT MATERIALS + DETAILS TO BE REPLICATED ON PROPOSED DECK *IMAGES ARE NOT AT 1115 ARROWHEAD LANE. DECK BELOW IS TALLER THAN PROPOSED. s e a .r - a _ - ,.;. :1..,. .- 1 ,���:^•.,. .:... 'ifs~+ .:,:.:,. .arf... � :. ,r. -:.:. ,_� -,,.' F:`.-�.; ,�,�, r- :u rt ZONING + COVERAGE CALCULATIONS - ,-` __ .Cc.3 � 6 � en'. 'go-. r1•� f�S:!� Zoning District R40 — - - — TITLE -- ..:, ,.� ,�, 5,, —_ _- -- —_ _- _ _ _ - '+�31 �._ Lot Area �' � ��u�� I •- — � ..,.� 46173.E SF r Allowed Coverage 20%of Buildable Area :. . LEGEND fail &W .. s -=- - - EXISTING COVERAGE CALCULATION —— PROPERTY LINE I _ _ 3 r* . .- _ - ;,• � _ -_ ._ ._ , � -.. � • r;_ -T - - Existing House 3740 SF _ - _F _. � � .� SITE PLAN 3 , Existing Deck+Steps 356 SF _ 1 4847 SF — — — 50 PRINCIPAL REAR YARD SETBACK V= g Existin Stoops 145 SF Existing Partially Elevated Patio 606SF F.- - — . r a IIIIIIIIIHIIIIIIIIIIIIIII PROJECT LIMITING SILT FENCE w. , , Total Existng Coverage 4847 SF10%) 4 e EXISTING STOCKADE FENCE t =� � E CALCULATION • ,:..; ., � .; - Existing House 3740SF 0 8 16 F`,r ' rri, Q w;;, t �1t < r r, s EXISTING CHAIN LINK FENCE 3885SF �r ¢ Existing Stoops 145SF X oN ,. .�, ,'` � �;, ,>•: r.:' „f.,�. /���T � ���+ '� _,: SCALE 1/16 1 , t r , ''� w> �,«,,. .r�?„,.+.. ,.r�' ,, _• �a ,,a, , . - . . a." `. ;,- v.. � �. I ,,';t�.i!.� ;. _:, Proposed Deck+Steps 832 SF � PROPOSED WIRE MES H FENCEA I 1552 c DRAWN BY: A.FOX ,- r .. •�` -� ... ,. . ,.. � .� � ,,:� _ ,.... .. , � Proposed Pool 7205E r CHECKED BY: Pr P � Jr � ' t � •, �'''"' J PRETZEL EXISTING U.G. ., sa� i* , •;t A�'v-�„`' ,> ;., ;, :,�". '., y,:- WATER LINE DATE:2023.12-04 „_, _ r.: � ,• , ,..:: Proposed Total d Coverage 5437 SF(11.8/0 1 ) REVISED: SHEET OF1 L-a U1.Vh GENERAL CONSTRUCTION NOTES: Soy"50,o.E 290.a0' GAGNON-HAN 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE NEW YORK STATE. EXISTING AS ADOPTED BY NEW YORK STATE MAY 12. 2020. CD �"'"""�"�"nmmmmmummmmmr GREEN GIANT ARBORVITAE e HEDGE = X RESIDENCE ADDITIONS, ALTERATIONS & RENOVATIONS: SHALL CONFORM WITH APPENDIX J EXISTING nn nnm nuuunnm r um anon n nuunnnnnnn i anunm unnnnnnnnnn inn nnnnnnnn"nr nor um r o rrn i r nnnnn mm�nm m n n m non n nnm n n i unm r n nnnnnnnnnm u i nm nano i nuunuwimmr annnunm= STOCKADE - 1115 Arrowhead Lane 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS FENCE Peconic, New York (TYP') _ 3. THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION SHALL VERIFY ALL DIMENSIONS, EXISTING OR NEW AND BE RESPONSIBLE FOR FIELD FIT. v - = PROPOSED PROJECT LIMITING SILT FENCE 4. ALL NEW FOOTINGS SHALL BEAR ON VIRGIN, UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY I PROPOSED (SEE DETAIL 4) OF 2000 POUNDS PER SQUARE FOOT. ALL FOOTINGS SHALL BE 36" BELOW GRADE MINIMUM. IT SHALL EXISTING I 18'X 40' POOL (OR.77 ACRES) AREA OF DISTURBANCE=33,465 SF BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE DEPTH OF ALL EXISTING FOOTINGS WOODED AREA I EXISTING PATIO I - DISTURBED BY CONSTRUCTION. I TO BE REMOVED I I - TABLE R401.4.1 SUBSCRIPT B: WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS = I I = WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. r I I _ �i" innnmm�aunnrmunnmrnnnnr�nnm�mnt� 50'PRINCIPAL I I PROPOSED 5. CAST-IN-PLACE CONCRETE SHALL BE AIR ENTRAINED; 5% <7%TOTAL AIR CONTENT BY VOLUME AND HAVE AN = REAR YARD SETBACK POOL PATIO = I m arshall paetzel ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. EXCEPT EXPOSED SLABS, -- -�--------- I - LANDSCAPE A R C H I T E C T U R E GARAGE SLABS AND STEPS SHALL BE 3500 PSI.ALL WORK SHALL BE IN ACCORDANCE WITH CHAPTER 4.ALL CONCRETE SHALL CONFORM TO THE LATEST ACI STANDARDS. �o"°� c ( I = �---EXISTING GREEN GIANT PROPOSED = ARBORVITAE HEDGE DECK+STEPS 478 6. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER: JOISTS, STUDS RAFTERS AND ALL FRAMING ( 51 Box ddl LUMBER SHALL BE DOUG-FIR LARCH#2 OR BETTER. E= 1,600,000 = - Matt Middle Road MIN. FB FOR DIMENSIONAL LUMBER=850 PSI. _ I EXISTING - Mattituck,NY 11952 I RESIDENCE I DECK+STEPS - WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE#2 OR BETTER. INCLUDING = TO BE REMOVED = phone: (631)315-2410 000 BUT NO LIMITED TO: DECK FRAMING, POSTS, HEADERS, GIRDERS&LEDGERS. O LINSET fax: (631)315- last A-DECK PLAN-SEE SHEET DP2 _ email: studioQmplastudio.com 7. ALL EXTERIOR LUMBER SHALT-BE ACQ REQUIRING THE FOLLOWING: A. ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED-ASTM A 153 CLASS DOR STAINLESS STEEL. B.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES SURVEYOR: C.)ALL STRUCTURAL CONNECTORS I.E. SIMPSON STRONG-TIE OR USP, ETC. SHALL BE HOT-DIPPED _ Ward Brooks Land Surveyor GALVANIZED OR STAINLESS STEEL. _ - 1 1 Ocean Avenue Blue Point, NY 11715 ® FENCE(TY H ISTING IN LINK Office: (631) 576-7794 8. ALL ENGINEERED WOOD PRODUCTS SUCH AS "TRUS JOISTS, MICRO-LAM, ETC"SHALL BE INSTALLED IN ACCORDANCE ° WITH THE MANUFACTURERS (LATEST INSTALLATION DETAILS, FRAMING CONNECTORS,ALLOWABLE HOLE DIAGRAMS, SPECIFICATIONS, ETC. "MICRO-LAM" DESIGN STRESS: E= 1.9. FB=2.600 PSI. FV=285 PSI @ "PARALLAM PSL" DESIGN STRESS: E=2.0, FB=2,900 PSI, FV=290 PSI "ANTHONY POWER BEAMS DESIGN STRESS; E =2.1, FB=3000 PSI, FV=300 PSI F 8 T_ PROPOSED POOL 9. STAIR HANDRAIL: R311.7.8 PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH = EQUIPMENT - LOCATION CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. EXISTING = ��.rnnnnnrnrnrnrnmuuununnu mmnmummmm�mmmmm�munnnmmnwwnnn mrmmnumunnnnmim HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING. SHALL NOT BE LESS THAN WOODED AREA 34 INCHES AND NOT MORE THAN 381NCHES. ALL HANDRAILS SHALL BE CONTINUOUS MODIFIED THE FULL LENGTH OF THE STAIR FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT = TOPSOIL GRAVEL DRIVEWAY TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAILS ADJACENT TO _ STOCKPILE TO BE USED FOR A WALL SHALL HAVE A SPACE: OF NOT BE LESS THAN 1-1/2 INCHES BETWEEN THE WALL _ EXISTING U.G. AREA, CONSTRUCTION WATER LINE ACCESS AND THE HANDRAIL. SEE CODE FOR EXCEPTIONS. REFER TO CODE FOR GRIP SIZE SPECIFICATIONS. o L.P. TANK 10. GUARDS: R312 PORCHES. BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR OR CONCRETE GRADE BELOW SHALL HAVE ARAILING NOT LESS THAN 36 INCHES W \ WASHOUT AREA 0 IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE NO MORE THAN 4 INCHES APART. EXCEPT: THE TRIANGULAR OPENINGS FORMED \ BY THE RISER, TREAD AND BOTTOM RAIL OF THE GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO Z - BE OF SUCH ASIZE THAT A6 INCH SPHERE CANNOT PASS THROUGH. N 011 -40"w = - - - EXISTING OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL WOODED AREA HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. GRAVEL `` CONSTRUCTION 11. METAL FLASHING SHALL BE INSTALLED WERE CONCRETE ABUTS WOOD, ACCESS r 3 AND WERE DECKS ABUT HOUSE FRAMING. a co�ununnunnnnnurnnnnnnrmm�nuunnr nnm""""""'n""'rnmunnnnnunuun 12. INSTALL JOIST HANGERS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. N 3394 . y. 'a l y, i Y r i. 1 ' �� ' o r n ' SITE DATA: rnnODpn"""""'nnf01pjnrrrrrmmnrrurnunnnnnnnnunnnnnnnuunnnnnnnnnn ' PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R80211.1 FROM THE = - - - .1 ROOF ASSEMBLY TO THE FOUNDATION. Zoning Disstr0c: R 40 - T 11p111j"n"'� �nn� Lot Area: 46,173.6 SF (or 1.06 acres) 13. EXTERIOR DECKS: EXTERIOR WOOD DECKS SHALL CONFORM TO SECTION R507 EXISTING) ��".. �iq, NOTES: �i, WATER MAIN A R507.2.4 FLASHING AT STREET H E AD -; FLASHING SHALL BE CORROSION-RESISTANT METAL OF NOMINAL THICKNESS NOT LESS THAN 0.019 INCH LANE 1. Base map information based prepared by Ward Brooks Landd survey OR APPROVED NONMETALLIC MATERIAL THAT IS COMPATIBLE WITH THE SUBSTRATE OF THE STRUCTURE EDGE OF p AVE Surveyor MEN7 dated July 9, 2020. AND THE DECKING MATERIALS. R507.9.1.1 LEDGER DETAILS . This drawing is for the purpose of DECK LEDGERS SHALL BE A MINIMUM 2-INCH BY 8-INCH NOMINAL, obtaining permits only. NOT FOR PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE. INCISED PRESSURE-PRESERVATIVE-TREATED HEM-FIR. OR CONSTRUCTION. APPROVED, NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. DECK LEDGERS SHALL NOT SUPPORT CONCENTRATED LOADS FROM BEAMS OR GIRDERS. DECK LEDGERS SHALL NOT BESUPPORTED ON STONE OR 3. Unauthorized alteration of this plan is a violation of NYS Education Law. MASONRY VENEER. TYPICAL DECK JOIST SPANS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) REVISIONS TABLER507.6 FASTENING SCHEDULE WIND DESIGN SUBJECT TO DAMAGE FROM DATE DESCRIPTION BASED ON TABLE R602.3 1 NAILING SCHEDULE o WIND WINTER ICE SHIELD AIR MEAN 12.04.23 UPDATE DECK LAYOUT DECK JOIST SPANS FOR COMMON LUMBER SPECIES ft.-in. ( ) GROUND SPECIAL SEISMIC J ( ) SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW ALLOWABLE JOIST SPANb MAXIMUM CANTILEVERc,f LOAD (MPH) EFFECTS WIND REGION DEBRIS DESIGN CATAGORY WEATHERING LINE DEPTH TERMITE TEMP REQUIRED HAZARD INDEX TEMP NUMBER AND TYP SPACING AND ZONE DESCRIPTION OF FASTENER LOCATION [20 LBS 140 NO NO NOM B SEVERE 3,_�„ MODERATE 11 YES NO 1500orless 52.1 SPACINGTO HEAVY a SIZE SPACING OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERSc M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. SPECIES 0.[NY)The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. (inches) Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. (inches) 12 16 24 12 16 24 FLOOR FRAMING s e a I REGULATORY REQUIREMENTS: 2 x 6 9-11 9-0 7-7 1-3 1-4 1-6 0�.1DSCgp� 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON 4-8d BOX PER JOIST-TOE NAIL TABLE 507.9.1.3(1) ar/ 2 x 8 13-1 11-10 9 8 2-1 2-3 2 5 1 DECK LEDGER TO BAND JOIST CONNECTION -ALL CONSTRUCTION, MATERIALS, AND EQUIPMENT SHALL BE IN m. Southern pine RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON STRICT ACCORDANCE WITH ALL FEDERAL, NEW YORK STATE, 6"O.C.TOE NAIL 2 x 10 16-2 14-0 11-5 3-4 3-6 2-10 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX JOIST SPAN SUFFOLK COUNTY, AND SOUTHOLD TOWN ZONING AND BUILDING CONNECTION < CODES, ORDINANCES, REGULATIONS, ETC. INCLUDING ANY DETAIL 6 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' 2-10d BOX RELEVANT ENVIRONMENTAL REGULATIONS. -t " 2 x 12 18-0 16-6 13-6 4-6 4-2 3-4 23 BLOCKING TO JOIST EACH END 1/2"DIA.LAG SCREW �T�r o�27 A I3 2-8d COMMON 30" 23" 18" 15" 2 x 6 9-6 8-8 7-2 1-2 1-3 1-5 &1/2"MAX.SHEATHING -THE ITEMS DEPICTED IN THIS PERMIT DRAWING ARE INTENDED TO 4-16d BOX `O TOE NAIL BE CONSTRUCTED ONLY AFTER RECEIVING ALL REQUIRED � F N�� Douglas fir-larchd, 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON 1/2"DIA.THRU BOLT 36" 36" 34" 29" g 2 x 8 12-6 11-1 9-1 1-11 2-1 2-3 & 1/2"MAX.SHEATHING PERMITS/APPROVALS, AND SOLELY FOR THE SPECIFIED OWNER hem-fird 3-16d COMMON AND AT THE PROJECT SITE LOCATION NOTED ON THE DRAWING. 2 x 10 15-8 13-7 11-1 3-1 3-5 2-9 25 2" PLANKS( ) 4-10d BOX PLANK& BEAM FLOOR& ROOF AT EACH BEARING, FACE NAIL 1 '1"2 TO 14' 14'1"TO 16' 16'1"TO 18' TITLE: spruce-pine-fir , -THE SCOPE OF WORK IN THE PLAN HAS BEEN DESIGNED IN L E G E N D 2 x 12 18 0 15-9 12-10 4 6 3-11 3-3 4-10d BOX &1 DIA.LAG SCREW 13" 11" 10" ACCORDANCE TO THE 2020 RESIDENTIAL CODE OF NYS. 26 BAND OR RIM JOIST TO JOIST PER JOIST &1/2"MAX.SHEATHING 3-16d COMMON 2 x 6 8-10 8-0 7-0 1-0 1-1 1-2 1/2"DIA.THRU BOLT -THE SWIMMING POOL SHALL BE COMPLETELY AND DECK PERMIT Redwood, 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM 24" 21" 1s^ -- PROPERTY LINE BUILT-UP GIRDERS AND BEAMS & 1/2"MAX.SHEATHING CONTINUOUSLY SURROUNDED BY A BARRIER AS REQUIRED AND IN western cedars, 2 x 8 11-8 10-7 8-8 1-8 1-10 2-0 27 STAGGERED ON OPPOSITE SIDES ACCORDANCE TO SECTION R326.4. PLAN + DETAILS ponderosa pine e, 2 - 10 14-11 13-0 10-7 2-8 2-10 2-8 4-16d BOX LEDGERS SHALL BE FLASHED red pine e 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) -THE CONTRACTOR IS RESPONSIBLE TO EXECUTE ALL WORK IN 50'PRINCIPAL REAR YARD SETBACK 2 x 12 17-5 15-1 12-4 1 3-10 1 3-9 3-1 COMPLIANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX OR EACH END, TOENAIL OF ALL RELEVANT REGULATORY AGENCIES AND CONSTRUCTION 2-8d COMMOONN (2-1/2l ) SHALL MEET ALL FEDERAL, STATE AND LOCAL ZONING, tlllllllllllllllllllllll PROJECT LIMITING SILT FENCE a.No.2­,rade with wet service factor. ORDINANCES, REGULATIONS, CODES, LAWS, ETC. b.Ground snow load,live load=40 psf,dead load=10 psf, L/A=360. -THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE EXISTING STOCKADE FENCE 0 8 16 Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS c.Ground snow load,live load=40 psf,dead load=10 psf, L/A=360 at m:f'n span, L/�= 180 at CONSTRUCTION PROJECT. IT SHALL BE THE RESPONSIBILITY OF H4=1 N cantilever with a 220-pound point load applied to end. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for THE CONTRACTOR TO ARRANGE FOR ALL INSPECTIONS REQUIRED. X EXISTING CHAIN LINK FENCE SCALE 1/16" = 1'-0" minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. PROPOSED WIRE MESH FENCE A.FOX D P 1 d. Includes incising actor. DRAWN BY: CHECKED e.Northern species with no incising factor. J.PAETZELBY: DATE: f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. _ EXISTING U.G.WATER LINE REVISED:ED:202 2023.12.04 SHEET 1 OF 2 GAGNON-HAN RESIDENCE 1115 Arrowhead Lane Peconic, New York (16)2x12 ACQ STAIR OF DOOR STRINGERS @ 16"O.C.(TYP.) Marshall poetzel TO LAND ON 12"x 19'-6" CONCRETE PAD POURED TO i FROST DEPTH LANDSCAPE ARCHITECTURE INSTALL ACQ NAILERS SECURED 8'-0" - 9'-9" 9'-9" TO DECK FRAMING FOR SECURING DN 4 RISERS @ (2)2x8 ACQ BASE 2x10 ACQ RIM PO Box 478 1X6 HORIZONTAL DECK SKIRTING HEADER JOIST(TYP.) BETWEEN DECK+GRADE - - - - — — — — — — —7"HT.X 12"W. — — — — — — — — — — 5175 Middle Road INSTALL HANDRAILS AS INSTALL BARRIER RAILING m (2)2x10 ACQ Mattituck,NY 11952 INSTALL BARRIER RAILING — — — — — — REQUIRED FOR STEPS AT OUTSIDE PERIMETER OF GIRDERS 2x10 ACQ DOUBLE AT OUTSIDE PERIMETER OF taTT DECK OUTSIDE JOIST phone: (631) 209-2410 DECK L fax: (631)315-5000 INSTALL HANDRAILS AS email: studio@mplastudio.com 5-7' REQUIRED FOR STEPS 0 SURVEYOR: 50'PRINCIPAL �n REAR YARD SETBACK _ 9'-5" _ — 7'-8" — 7'-8" — 7'-8" ; 7'-4" — 8'-0" — I Ward Brooks Land Surveyor --•--•--•--•-- — --• —•--•--•--•--•--•--•--o — --•--•--•o •--•--•--•--•--•--•--•--•--•--.--•--- —•--•--•--•--•--•--•--•--•-- --•— — —•--•--•--•---- I Ocean Avenue Blue Point, NY 11715 Office: (631) 576-7794 (2)6x6 ACQ POST I I 10"DAM.CONCRETE PIER SET IN �n 5/a X 4 IPE DECKING SQUARE FOOT INSTALLED WITH 36"MIN.BELOW GRADE(TYP.) DN CONCEALED m SEE DETAIL 1) 3 RISERS @ 2x10 ACQ LEDGER BOARD TO BE FASTENERS a ( 7"HT.X 12"WI OF DOOR FASTENED TO BUILDING WITH(2)2'LAG I ------(18)2x12 ACQ STAIR SCREWS WITH COMPOSITE SPACERS ALIGN I STRINGERS @ 16"O.C.(TYP.) BETWEEN LEDGER+HOUSE TO LAND ON 12"x 23'-6" I ( CONCRETE PAD POURED TO I FROST DEPTH (2)2x8 ACQ BASE Q I I HEADER I (2)2x10 ACQ 2x10 ACQ DECK JOISTS GIRDERS @ 16"O.C.FASTENED TO LEDGER BOARD+ RIM JOIST W/JOIST HANGERS o (V I RESIDENCE I I I I 4'-6" I I 2x10 ACQ LEDGER BOARD TO BE F 7 F I FASTENED TO BUILDING WITH(2)Z'LAG SCREWS WITH COMPOSITE SPACERS I I BETWEEN LEDGER+HOUSE L — —j L SITE DATA: INSTALL ACQ NAILERS SECURED SCTM#: 1000-98-3-7.1 Q 5'-24"' TO DECK FRAMING FOR SECURING Zoning District: R-40 1X6 HORIZONTAL DECK SKIRTING BETWEEN DECK+GRADE Lot Area: 46,173.6 SF (or 1.06 acres) INSET A: DECK PLAN 2x10 ACQ RIM INSTALL BARRIER RAILING NOTES: JOIST(TYP.) AT OUTSIDE PERIMETER OF DECK 1. Base map information based on survey Plan Scale: 1/4" = 1'-0" prepared by Ward Brooks Land Surveyor dated July 9, 2020. 2. This drawing is for the purpose of obtaining permits only. NOT FOR CONSTRUCTION. 3. Unauthorized alteration of this plan is a violation of NYS Education Law. REVISIONS DATE DESCRIPTION 12.04.23 UPDATE PLAN+REMOVE OUTDOOR KITCHEN EXISTING RESIDENCE R507.9.2 LATERAL CONNECTION S e a / SIMPSON DTT2Z WITH(8)4'X 12"SDS SCREWS o ALLOWABLE LOAD PER TIE:1825 LBS ih QSC,gp-" NOT LESS THAN(2)LOCATIONS WITHIN 24"OF 4X4 IPE DECKING WITH NEW CABLE EACH END OF DECK RAILING Karl p CONCEALED FASTENERS 3"DIA.LAG SCREW PREDRILLED 3'-g"O.C. 8 TO CENTER OF PLATE SIMPSON H2.5AZ 2X10 ACQ RIM JOIST HANGER BETWEEN LEDGER 2X10 ACQ DECK JOISTS @ 16"O.C. HURRICANE TIE JOIST 1.0 _gyp k AND JOIST AT EACH DECK JOIST AT EACH JOIST * "Z.t, r � M (2)2x10 ACQ GIRDERS 1X6 MAHOGANY DECK SKIRTING DECK CONSTRUCTION NOTES: Sj, 002710 2X10 ACQ LEDGER BOARD TO BE FASTENED WITH 4 "AIR GAPS SECURED WITHq `l TO BUILDING WITH(2)Z'X 5"LAG SCREWS @ HEIGHT (TYP.) STAINLESS STEEL TRIM SCREWS rF OF NEB 16"O.C.WITH COMPOSITE SPACERS VARIES- (2)SIMPSON LPG ZMAX -DECK FRAMING LUMBER (POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, ETC.)SHALL BE BETWEEN LEDGER+BUILDING SEE PLAN CONNECTORS AT EACH POST 2X4 PRESSURE TREATED FRAMING SOUTHERN PINE, GRADE#2 OR BETTER AND SHALL BE PRESSURE TREATED ACQ. DECK SUPPORT+ 6 X 6 ACQ POST(TYP.) FOR DECK SKIRTING NAILERS -ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS,AND EACH JOIST SHALL ALSO TITLE: ATTACHMENT WRAP OUTSIDE FRAMING WITH BE ANCHORED TO GIRDER(S). (SEE DETAIL 1) o SIMPSON PBS66 POST o BLACK FILTER FABRIC -GIRDERS FOR DECK JOISTS TO BE ANCHORED TO EACH POST WITH SIMPSON CONNECTORS. BEFORE INSTALLING SKIRTING -POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 10" DIAMETER CONCRETE PIER WITH F.G. BASE STANDOFF SIMPSON PBS66 POST BASE SCREWED TO POST+ EMBEDDED IN CONCRETE. DECK PERMIT 10"DIA.CONCRETE PIER -CONCRETE FOOTING TO BE A MINIMUM OF 36" BELOW GRADE AND CONCRETE PIERS ON FOOTING SHALL BE A MINIMUM OF 6"ABOVE GRADE. PLAN DETAILS (3)#5 DOWELS @ -ALL HARDWARE AND FASTENERS (JOIST HANGERS, POST ANCHORS, MECHANICAL FASTENERS, + o (L 8"O.C.W/HOOK NAILS, SCREWS, BOLTS, ETC.) SHALL BE GALVANIZED WITH G-185 COATING OR BE STAINLESS STEEL. 28"X 28"'SQUARE FOOT -ALL DECKING MATERIAL SHALL BE 5/4 BOARDS ATTACHED TO EACH JOIST WITH CONCEALED POST FOOTING FORM FASTENERS. - INSTALL 2X10 ACQ BLOCKING BETWEEN JOISTS AT MID-SPAN, AND ADDITIONALLY AT 4'-0"OC ALONG THE LENGTH OF THE RIM JOIST. -INSTALL A STRIP OF METAL STRAP TIE SWAY BRACING DIAGONALLY ACROSS THE TOP OF DECK FRAMING BEFORE INSTALLING THE DECK BOARDS. - INSTALL LATERAL LOAD CONNECTION DEVICES, METAL HOLD DOWN STRAPPING AND la N HURRICANE CLIPS TO MEET CURRENT BUILDING CODES. SCALE AS NOTED - INSTALL GUARD RAILS AND HANDRAILS TO MEET CODE AND ADD ADDITIONAL BRACING FOR AB SECTION AB - TYPICAL DECK SECTION ,� DECK SUPPORT + ATTACHMENT DETAIL STIFFNESS. DRAWN BY: A.FOX D P2 Section Scale: 1/2" =1'-0" Detail Scale: 1/2" =1'-0" CHECKED BY: J.PAETZEL DATE:2023.08.31 REVISED:2023.12.04 SHEET 2 OF 2 517E PLAN BASED ON ORIQIN/lL 5URVEY BY: �CK RD M \�'x EXISTING : NATHAN TAFT CORWIN,LAND SURVE`rOR ° BAY OVERHANGS SUCCESSOR TO J05EPH A MEGN0 1566 MAIN ROAD JAMLSPORT,NY 11447 s r�l���n Q EXISTING 51URVEYED: FEB 06,2000 $ ° h-� \ \ ROOF OVER LAST UPDATM. APRIL 25,2003 p ° O - — WOOD PORCH i • o a ° J \ \�.- — — LOT 6 LOT 21 APPLICANT/OWNER: 51WA E FAMILY OWLLIN6 APPLICANT/OWNER:T/DWAPPLICANT/OWNER:ER: GMT a O o ° b 4 22.1 c�i> P ° _ I 21.q' EXISTING I STY PUBLICFIR WATER • '`' n M , ° , - 1 HOUSE t GAR. LOT 7 - T - LOT 5 SUBDIVISION MAP OF -� n n 'z1.2 ° 2I.1 RFL.EL. 24.i' INDIAN NECK PARK — 21-5 W 003ASEMENT) - o FEN LITTLE 8 BEDROOM 12 / EX•tATTIG) _' SUBJECT pecoNtc BAY SINGLE FAMILY P ELLIN6 rn a w WELL t CESSPOOL OVER 15a FILED IN THE OFFICE OF THE ° / / PROPERTY o CLERK OF SUFFOLK COUNTY ON I 25.3 EX15T. MAY 2'T, 1413 A5 FILE No. 551 ° ° rn t p /WD DECK/ LOT 23 �p ►° EXISTING ° ` / SIWAE FAMILY DWELLIN6 _ rl y CD , J / PUBLIC WATER "" s EXISTING �, 148•57 ° a DRIVEWAY AND r LOCATION MAP: 4 / ` NOT TO SCALE }� ,�O„ ,C � a — TO BEPARKING REMOVED I �1 ° ° 22-I-I N 84009 L ° a EX, PROPOSED INNOVATIVE AND ALTERNATIVE EXISTING SANITARY SYSTEM TO ESE ABANDONED PER 2� ° I SEPTIC SGDHS REQUIREMENTS, SEE ON-SITE WASTEWATER TREATMENT m 223 —J TANK BOXED NOTE (THIS DWG) S SANITARY SITE PLAN: Mort. � 11 EXISTING GE55POOL5 l 51T DATE AT: J 1 1115 ARROWHEAD LANE 51 No.: 1000-O� 03-1.1 PECONIC,NY GWMZ IV: 600 GPDIAG TOWN OF SOUTHOLD DATUM: NAI ° ° a LOT 19 5UFFOLK COUNTY, NEW YORK SINGLE FAMILY DWlE11N1G ° PROP051A PRIVATE WELL LOCATED � 511_T FENCE BARRIER C/1 150,BEYOND ' SITE DATA: s SUBJECT PROPERTY LINE p� c 0 LOT AREA: 46,3Mbq SOFT.0.065 AG) LU a 0 o I/A OWTS UNIT SIZING: 9 ABA'�NDONH-ENT BY REMOVAL: - s.GDN.S.DIVISION OF EM/IiRONMEJTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND r ° EXISTING 5Y57EM TO BE ABANDONED BY REMOVING ALL CONSTRUCTION FOR SEH46E DISPOSAL SYSTEM FOR SINGLE-FAMILY RE5IDIENGIES n - a RESIDUAL SEJ^IAGE WASTES BY A LICE I WASTE HAULER, DATED: DECEMBER 2q,2011 EX.STKD FEN REMOVING THE ENTIRE STRUGTUMS),BACKFILLIN6 WITH TABLE 3: MINIMUM I/A ON-SITE KA57ENATER TREATMENT CAPACITIES SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY q BEDROOM DWELLING: • MINIMUM TANK CAPACITY=880 GALLONS z PARTIAL SITE PLAN - `'°�'"'AG"'�' LOT 25 0 ° o a orUNIT X I 0 ° ° ° PROPOSED SANITARY ABANDONMENT 51 FAPHIELLMILY IIo x 'm a LOAD TCALC AL FLOW NION: �� J PRIVATE NE L PROPOSED SANITARY DESI6N FLOW= ° EXISTING °4 O LOCATED 150' I.I. aq0 CELLAR ENT W o Eo.LAM yN GONG. 13EYOW SUSS--CT USE FUJI ENHANCED TREATMENT UNIT > i ° W -Q' 20 10 0 2O 40 60 MOW. PROPERTY LINE •• MODEL No.CENIO,GRAVITY SYSTEM lm z ° �+ 41.0' °° rN,-, GRAPHIC 56ALE 1" = 20'-O" ti0 22-q •• WORKINGCAPAGITYz GAPAGITYI II 6 AL ^ Q ° ° F+i LOT — ° � W EX.WATER SERVICE LINE TO REMAIN 22-2 g23' °° •• FLOW RANGE: 5RED SE ARA LOT 08 •• MAINTAIN REQUIRED SEPARATION DISTANCES,5Ff THIS Dws FOR INFO r: SINGLE FAMILY DWELLING ° a �, 169.56� •• SEE DETAIL FOR INFORMATION,DWG No3 m W N PUBLIC WATER ° ° ° 5 UG UG U6 UG UG 2p EXISTING LOT 21 ° ° SINGLE FAMILY DWERLINlS p �� w PUBLIC WATER SANITARY LEACHING POOL SIZING: p � �L >_ EX.U/G POWER d GOMM SERVICE TO REMAIN I STY FR rn 51NSLE FAMILY DWELLING ° �I.0 S 84009�50 PER 5LD.H.5.DIV15ION OF ENVIRONHIITA L QUALITY,STANDARDS FOR APPROVAL •� HOUSE $ GAR. PUBLIC WATER ° OF PLANS AND CONNSTRllCT10N FOR SE3�NA6E DISPOSAL.SYSTEM FOR 51NOLE-FAMILY a/ O W/ PROPOSED N RESIDENCES,DATED: DEGEN®ER 2g,20TR X ° EXISTING L', 2nd FL ADDITION O W m PROPOSED EROSION CONTROL s BAY OVERHANG, , �a„ SECTION 5-I10 LEACHING STRUGTURE%'SYSTEH Rl5;II11RE�NTS: PROVIDE 51LT FENCE BARRIER A5 5HOWN F.FL.EL. 24:f s, • APPRox 320 LF. N t G (W/BASEMENT) 2° PVC, VENT THRU ROOF OF BUILDING TEST ALE 55 A3....5-6 BEDROOM RESIDENCIES,REQUIRE 400 SQ.FT.OF 51DEWALL LFAG-IINRG X Z LL • SEE INSTALLATION REQMNTS PER DETAIL ON DW15 No 2 PROPOSED 51Lt FENCE BARRIER 3 b0, q BEDROOM EXTEND A MIN.OF 6'ABV THE ROOF LINE AND HAVE BY: MGDONALD 6E05ERVIGE5 AREA RESIMCE5 GREATER THAN SIX BEDROOMS SHALL PROVIDE AND ADDITIONAL EXISTING A MIN.HORIZONTAL SEPARAT04 OF 12"TO THE DATE: OCT 2B, 2021 AFT• LEACHING AREA FOR EACH BEDROOM. z • MAINTAIN UNTIL PROJECT C IlPLETION LOT 6;51BUILDING SLOPED PORTION OF THE ROOF(E'ER BLD6 GODE�. MINIMUM 51DEWALL L EAGHIIM6 AREA(SWLN REQUIRED: IL m 11-09-2023 EL.229 GROUND LEVEL o' '�saFr(6 BEDRM)+225 SQ.Fr fB ADDITIONAL BEDRNS) =b25 SQ.FT.SoWLA Z O W ° PR4': :.•::::...:'.. ::•`: EXI5TING 52.2' •REMOTE 191.JI GNTRRL GNTR AD BLOWER TO BE ROOF OVER MOUNTED 35'ABV GIRD OR ABOVE BFE WHICHEVER DARK BRN LOAM(OL) D_ SANITARY LEACHING POOL DESIGN: w 462' WOOD PORCH 6.A' 22�I 15 HIGHER(SEE W FRAME DTI..,DWG SP2) TOWN OF 50UT1NOLD EL 21.0' ' O Q 21N / •CONTROL PANEL AND REMOTE AIR COMPRE55OR PALE$-RN SILTYGRADE FOR AN q BEDROOM SINGLE FAMILY RE51DENrG1=PER S.GD-H5- LL- � O _ LOCATION FOR OWTS 15 APPROXIMATE. VERIFY 280-207 MAXIMUM 6RO% FLOOR AREA: 5GD.H5.Rt�lU1RS3 EtITS FOR A q BEDROOM DWELLING= b WITH OWNER PRIOR TO INSTALLATION. LOT AREA = 4b,3Mbq 50.FT. (5M) 625 SOFT.OF SIDE•NALL LEACHING AREA MINIMUM N x ° ° �, •PROVIDE CONVENIENCE GFI RFCEPT NEARBY 5a 10 6 55o EL. IqD' 3.0'BELOW GRADE SIDE WALL LEACHING AREA REGil11RID = 625 S.F. m ° 22I 1I 215 / o LOT 7 CONTROL PNL C3.5'ABV FIX.6RD MIND PROVIDE ALLOWABLE 6FA: A55v 5Q.FT.PWs 45%OF LOT AREA to 20 AMP SERVICE R9ROM MAIN EL.EGTRIGAL PANEI ABOVE-,30p00 AFT,Up TO'f 100 SQ.FT.MAXIN'!1M PALE BRWN FINE SAND (� !� ° C7r EL 215 EX.LATTICE FEN USE UPON INITIAL INSTALLATION, T I I ATION, 6 d 121, IN COTTAGE.(5ff M DW_-5P2) 6 p60 - (50 (3)60 x q.0'EFF.OP.LEACHING POOLS l� •• 25.3 _ EX 15T- y ' u 19 y g GONNIE-GT AS SHOWN i TOTAL ALLOWABLE ;FA - 5 I '5J00.5(2.FT. - TL SIDE WALL LEACHING AREA PROVIDED O INITIAL INSTALL =615 S.F. �I I o WOOD DECK 1 Q� 1- ° (SYSTEM 15 OVERSIZED PER CLIENT RENT) LL I Al'. PROPOSED CROSS FLOOR AREA(G%: PROPOSED SANITARY SYSTEM FIRST FLOOR LIVING = 3= 50.FT. UPON 5of5 FxPANS1oN INSTALL AN ADDITIONAL: ° b = WTR® 8: EN611EER: GO :; (OVERSIZED PER GLIENT ffiGL EST) GARAGE 314 5QFT. (2J m x w EFF.DP.LEACHING POOL O SEPARATION DISTANCE_ ':< .C2 = .35 , INTERCAMNGT A5 SHOWN .. . SECOND STORY SPACE 211 5Q.FT. ILL ° : ..r0 . •.:.::';. PR01? ..:::.:: �: 165 BELOW GRADE REQUIREMENTS FOR a PROPOSED AEROBIC 7EATMENT PLANT: SIDE WALL LEACHING AREA PROVIDED UPON 50%DFA+PSION= 1,125 5F. - :.. (. . 1. :::: ..:.... .. ::: - -: .. .,.. : .: - WATER IN PALE BRWN �.+'ac �;..;:: ND FLOOR LIVING 1,86o SOFT, SANITARY LEACHING ° ° PR01' . ` USE: FUJI GLEAN USA ENHANGR�TREATMENT UNIT(ETU), FINE SAND OFF R 5TR1UCTURE5 (RE5IDENI IAL): :b12P�` :, .`;.. :' ems(=GX' .. MODEL GENIO(GRAVITY 5Y5,DESIGN FLOW: IpOO 6PD) TOTAL PPOP05FD 61 5,156 SQ.FT. NOTE: �`•� `, T.. ... : :;•-:' •• UNIT INCLUDES: BLOWER MODEL MACIOOR,5Y5TEM I (5 ) h? AID ,.::.:3`:' _I.) MINIMUM HORIZONTAL SEPARATRCriJ DISTANCES: a :.pp321;1N6 `;;::.I ' :.,, :;; 1N6�•MIN 5'MIN GONT}ZOLIER(OP/GNTRL GENTEW W ALARM BEACON (REL EF REQUESTED) •THESE PLANS ARE DE516NED TO COMPLY WIT}R... PARK UNOFFICIAL COMPILATION OF GORES RULES AND RRE6RA_ATION OF S A. 13UILDIN6 W/GELlAR= IO-0 THE STATE OF NI3'R �U' �• ='- . B. BUILDING ON SLAB- 10'-0" °° ° :,• �. .:.:::..; :.' ARC`::` • AUDIBLE HORN ALARM(1 OGATID REMOTELY,A5 . 3 PROVIDE: EL.-4A' 26A'BELOW GRADE YORK TITLE 10 DEPARTMENT OF HEATH CHAPTER II PART 15.5TANDAR05 FOR I INDIVIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE WASTEWATER TREATMENT '�-a o J.• x ALL CONNECTIONS AS REDUIRIED BY MANUFACTURE 5Y5TEN5.APPENDIX ;� o, I G. PORCHES,DECKS,HOUSE OVE HAN , z1�g .. .. CANTILEVERS,ETG=S-0 D. WATER LINES= 10'-0' ° ° ° ° l' :' : ; c-: :`�' 3 MAINTAIN GRADE OVER I"/1 •• 5M DWG 5P2 FOR DESIGN AND REMIREMEMS •• 6FI GONIVENENGE REGE3fiAGLE NEARBY CONTROL PANEi 16HEST EXPECTED GROW WATER EL.7b7' •5CD H5.'STANDARZD5 FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 5EWA6E �y°~� "`/ o E. SURFACE WATER(1^ETLMDS)=100'-0' ��'" N _ GROUND WATER PER TESTHOLF a EL 35' DISPOSAL SY5TRI FOR SINGLE-FAMILY RESIDENCES-DATED 12-2q-2OI7. \ ENHANCED TREATMENT UNIT(LTU) O MAINTAIN REQb SEPARATION DISTANCES,THIS DW6 • , —_ F. PUBLIC WELL=ROOT-0' �. ... . � .-.. ...;.�.;�-. . ( RMV OF C: \ MAINTAIN GRADE 5'BEYOND ED6E OF ETU,THEN ILA AV6 HIGHEST REGARDED�h7' R'19R 6. PRIVATE WELL=100'/150'� �� ° ° 5D l Ot4-51Tf STRM V146 '� \ TAPER DOWN To NATURAL 6RADE A 53%(EQUATES TO 0 PROP-05ED PREGA51 LEACHING COWONETNTS: (3)T}E CLOSEST U565 HELLS 5= E_.7b7 H. RRET.WALL NNTRPROFF) 10-0 a x 9T�KT ' . ?2-0 I'DROP IN ELEVATION OYB2 3'INTERNE DISTANGE� O (3)6'Q x qA'Ems.DP.5AINITARY LEACHING POOLS (15161150.10 E.5.43,WELL 553324J 0 E-.11.26 SEE DRAWING NO2 FOR: JEFR�REY T. BUTLER,P E. I N SEE PROPOSED RISFR2 DIAGRAM mf NEW YOB Q1Y J. UV6 FUEL TANGS= 10'-0 / AND WELL 55ggg2.1 a EL.632) ETU COMPONENT DETAILS K. U/G Ui1LITIES=5'-0' ti . .F�y-}-fi--+�i+FH+ ,DW6 SP3 L ROAD STORM DRAINS OR ° SEE PRECAST DETAIL5 ON DWG 5P3 SEE DRAWING No3 FOR. a 51Lt EN B PRIER ( - P C' L C� 3 _ MAINTAIN REAb SEPARATION DISTANCES SANITARY PROFILE AND M156 &LONG I�ANt7 lb t SANITARr COMPONENT DETAILS RECHARGE BASINS-20-0 ° o trt N \ FxF L 3 ` I O Not O M. ON-SITE STORM DRAINS OR �'- C.A \ / REQUIRED 5EPARATION FROM O Cr1 yq _ PROP DISTRIBUTION ON GOMPONI=NTS� RECHARGE BASINS= 10'-0 tt CT \ 400P � � CD DRIVEWAY OR PARKING AREAS I -2'0 POLYLOK DISTRIBUTION POOL OR EQUAL(DP) ~ R. CATCH 13A51N5,NON-LEAGH1RRt5=10'-0' ° ° ° AREA OF D15TURBANGE: 800-212-4480 1 811 oo �'ti -.` • NON-CONCRETE TANK5 SHALL NOT BE INSTALL®WITHIN ENDGAP LEVELING DEVIL 0. 5AN•LEACH IN6 POOLS=V-0 a \ P. PROPERTY LIMES=5'-0' ° � � \ .�,,q� ( I THREE C3)FEET OF A DRNVE7^IAY OR PARKING AREA UPLESS A LOT 23 m'f'IGAL ON DP.OIJn.Er PIPfsI �i,4,5o soft.(0.1466 ac) . . z a. TOP OF B�ATd4�IHNT OR STEEP SLOPE d a rn > QF i �, PERMANENT FENCE OR OTHER PERMANENT TRAFFIC RANTER SEE DETAILS ON DWEi 5P3 NOTE TO CONTRACTOR: P-+ O � )z a I5 INSTALLED(SUCH AS GURB5) SINGLE FAMILY DWL6 www.di netn cli. O 65%SLOPE OR GREATS ) :S-0 SITE IS FILL NEUTRAL. PROPOSED FIW6RADIN6 OVER THE SANTARY SYSTEM WILL UTILIZE g y com orwww.call811.com IL R. BLUFF-65'-0' a o � __ __- -- EXCAVATED MATERIAL DISPLACED DUE TO INSTALLATION OF SANITARY COM FORT NTS. PUBLIC WATER (for other states) � Z 1"' x 5. SEPTIC,TANK,PUMP 5TA, ° By law,excavators and contractors working in the five Z 1 O 6REA5E TRAPDR MANHOLE::6-0 °Z_ MAINTAIN GRADE OVER P REGAST 5TRLIGTURE5 5UBX--r T PROPERTY CURRENTLY: boroughs of New York City and Nassau and Suffolk Counties F--t m [n W T. SVIMMIRNEi POOL=201 MAINTAIN 5%GRADE WITHIN 20'OF EDGE OF PRECAST STRUCTURES I5 DEVgOPIED on Long Island must contact DigNet,1-800-272 4480 or 811, � W Q J U. DECK/RAMP=5'-0' � ° °� : ' LOT 25 at least 48 hours but no more than 10 working days I Z t'EGiUATE5 TO I DROP IN ELEVATION OVER 20 LATERAL D15TAWE), NIO U/G TANKS EXIST ON TI S 517E g i [L THEN TAPER 501L DOWN TO MEET NATURAL 6RADE. SINGLE FAMILY EXISTING SANITARY SYSTEM TO BE ABANDONED PER SGDHS RE W REHrTrT � � � < � exc au ding weekends and legal holidays)prior to beginning any mechanized digging or excavation work to ensure ° F� DWEL.LIN6 underground lines are marked.Excavators and contractors W J j I n/ ° Z PRIVATE WELL can also submit locate requests online,through ITIC.If you Z 4F- STORM DRAINAGE SYSTEM: W v 1 ' � O CL FND LOCATED 150' do not currently use ITIC,please call 1-8010-524-7603 for z ,� Q ° .p 81=1'ONp 511B.ECT NO STORM DRAINAGE STRWTURES EX15TIN19 ON TH15 SITE. more information. �i Q Eo GONG' ALL PRDPOSElD ON-SITE DRAINAGE STRUCTURE'S SHALL MAINTAIN A MINIMUM I&SEPARATION TO LOT W .p `�'�N PROPERTY LINE ALL PROPOSED SANITARY COMPONENTS. ALL DRAINA6E 5TRIIGTURE5 SHALL BE PLACED IN For safety reasons,homeowners are of dio strongly encouraged to call as well when planning any type of ditgging on their _ SING{E FAMILY DWELLING ° ial 0- AGCEiPTAE3LE LEACHING SOILS AS APPROVED BY THE TOWN ENGINEER IN THE EVENT POOR r ° �. p operty.Homeowners can contact us directly at Q U4 LU PUBLIC WATER .p N , LEACHING MATERIAL 15 EF.OUNTEIRED,EXCAVATION 15 TO BE GONt11NUED TO SUITABLE MATERIAL 1-800-272-4480 or by calling 811,the natiomal call before you I LI #, N 169.5 6 AND BACK FILLID. dig number.For excavation work completted on personal w N PROPOSED SANITARY COMPONENTS SWILL MAINTAIN A 20'SEPARATION TO ALL OFF-SITE property,it is the contractor's responsibiility—NOT the V) Q FND DRAINAGE GOMPONEM5. homeowner's--to contact DigNet.Having utiility lines marked O O 1- SEPARATION DISTANGE REQ'MTS F0�2 ° ° '' GONG• NON. SANITARY SEPTIC TANKS. VA OWT5, o 50" W 15T prior to digging is free of charge. n/ 1 , -A O 1T PUMP 5TA OR MANHOLE (RE5IDENTIAL);, d I Q4 09 EXIST � 0: PEWORM G M•OUR ......... Icy- tfV MIN.HORIZONTAL SEPARATION DISTAMU-ter: ° �O3 ° a O � EXISTING PROPERTY LINE b" O LL O N A.BUILDING WU GELLAR. 10,-0' ° POO- PROPOSED GONTouR` c � �' I��� - ''. a � N O B.BUILDING ON 5LAB=5'-0* ° : - tL_ N G.PORGHIE5,DECKS,HOUSE or�ERHII ° LOT 08 PROP SANITARY PIPE EXISTING SPOT ELEVATIox x6 0 _ _ .. GANTIL.EYERS,ETC, =5'-0' ° O O D.WATER LINES= lo'-0' ° � ° ° SINGLE FAMILY DWELLING E.SURFACE WATER(H ET1 ARi) = 75'-0' ° PUBLIC WATER EX L.P.TANK SUPPLY LINT: —u6—us—,x;— Z EXISTING F>OSTIN6 SPOT ELEVATION � '+I N O\I 1 5 2023 � W F.PUBLIG NIL =200'-0" ° DWELLING EX.U/6 WATER SERVICE -------------- RgN15HBD FLOOR ELEVATION 6.PRIVATE WELL =7.ri'-0' ° ° ° d EXISTING OVERFPAD UTILITY LIME: --ii u —ii - *• t^�- � �•-r�-.,�- Q O (� H.RETAINING WALL MTRPROOI) = 10'-0' ° EXISTNG UTILITY POLE rQ, ' _, .: a. r R s:,r �. V -7 J.U/6 FUEL TANKS= 10'-0' K.U/6 UTILITIES =5'-0' ° PROP.U/6 ELL-GTftIGALJGOMMJNIGATION TtT;T FIOLE L.ROAD STORM DRAINS=20'-0' ° 9 Y LI SERVICE LItFS: —U6—UG—LIS— M.ON-SITE STORM DR/41N5 = 10-0 � ° ° PAGE: N.GATCH BA51%(NON-LEACHING) =5'-0' ° PROPOSED SANITARY 5Y5TEd: " PROPOSED SITE PLAN _TO_ r — — 0 COVER GRADE 5Y5Ti3�i: P.SEPTIC 0.SANITARY PUMP 5TA OR M.H. =5-0' ° � O COVER BLN MAIN - -�0 0 Q �_ ')COI EI,y(6RADE Q.PROPERTY LINES =5'-0' ° ° ' �� `` I O GOVSt TO GRADE R.SWIMMIN6 POOL=20'-0' ° a ° ` — — S.TOP OF EMBANKMENT OR STEEP SLOPE ��._;' EN HANGED TRRFATNIENT UNIT(ETU) POOL W6 POOL MANSION (15SG SLOPE OR 6REATE3y =25'-0' ° e ° 20 ID O 20 40 60 80 EX15TING POOL k LLP POOL l ExP `} U.DEGK/RAMP 5'-0" ° °° GRAPHIC SCALE I" = 2D'-0" CESSPOOL � / -�/ SODHS APVROYAL AREA: of 3 SCDHS SET m F z A o a Q o z Q w z Q ul 0 V 01 N I I Ir I � I ` 1 W I I } ` m I ,' ♦, I S I ' , I ' - - - I 1E] El TTI , I EEDI - :ODIUM � o ao � I I I � 4-EA LEAH SIDE YARD PYRAMID Lu LL I LU I � praDw � d }= � z0IL I I I I i ' I � I I ' ENGINEER: ;,I✓_0 R GREY I 9 / R ' m I I , J I ' I JEFFREY T. BUTLER, P.E. - o ' so h `♦ L1 ®® © ®®® I o e ® FO oMM® a o ® o I z O IL o I I U) ®® I z J }- dJ I O ozo FRONT/REAR YARD PYRAMID o = Q w DOS Q zp• o O a V� Y 12 _ m 0 — U z° p ° 'd s z � a PAGE : 10 of 10 COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.G. R301.2.2.2WEIGHTS OF MATERIALS. SCOPE OF WORK: INTERIOR ALTERATION AND CONVERSION OF DESIGN CRITERIA. NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET). AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT ATTIC SPACE TO LIVING SPACE.NEW ROOF (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A STRUCTURE AS NOTED. WIND SUBJECT TO DAMAGE FROM HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR WINTER AIR ANNUAL ICE BARRIER USE/ MEAN ASPECT FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. GROUND PEED EXPOSURE TOPOGRAPHIC SPECIAL WIND-BORNE SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY TYPE OF DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: NO LOAD REGION CATAGORY(MPH) ATAGORY EFFECTS WIND DEBRIS ZONE DESIGN LINE TEMP. INDEX TEMP REQUIRED HAZARDS OAD LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME WEATHERING DEPTH TERMITE DECAY MODERATE SLIGHT TO FROM 1998 PER IMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=3,305 SQ.FT. WOOD WALLS. TABLE R301.7 [20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES 140sf p 20 psf SFD N.C. N.C. 1:3 TYPE V ALLOWABLE DEFLECTION FIRM MAPS INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SECOND FLOOR=1,961 SQ.FT.L 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- OF STRUCTUAL MEMBERS(b,c) FRAME COLD-FORMED STEEL WALLS. ALLOWABLE SOIL BEARING CAPACITY FOR THIS SITE TABLE R301.6 2020 NYS UNIFORM CODE: MECHANICAL SYSTEM FEATURES: STRUCTUAL MEMBER DEFLECTION TABLE R301.5 IS BASED ON TEST HOLES BY OTHERS MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE EXISTING SYSTEM TO REMAIN 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME WOOD WALLS. RAFTERS HAVING SLOPES GREATER THAN 3:12 HORIZONTAL PROJECTION MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) AND HAS BEEN DETERMINED TO BE PER SQUARE FOOT OF WITH 2O20 RESIDENTIAL BUILDING CODE PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING WTI(NO FINISHED CEILING ATTACHED TO RAFTERS vlso 2,000 PSI(SW,SP)PER TABLE R401.4.1 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAME AREA IN SQUARE FEET TO THE BEST OF OUR KNOWLEDGE,THESE PLANS RESCHECK PUBLISHED BY NEW YORK STATE. USE LIVE LOAD OF THE 2020 RESIDENTIAL BUILDING CODE COLD-FORMED STEEL WALLS. INTERIOR WALLS AND PARTICIANS H/18o PUBLISHED BY NEW YORK STATE. TRIBUTARYLOADEDENERGY COMPLIANCE: UNINHABITABLE ATTICS WITHOUT STORAGE 10 FOR ANY STRUCTURAL COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND FLOORS v36o UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 OPENING PROTECTION BY 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) CEILINGS WITH BRITTLE FINISHES HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WOOD STRUCTURAL PANELS THE MEMBER CONSTRUCTION CODES. AIR SEALING NOTES: MASONRY WALLS. (INCLUDING PLASTER AND STUCCO) L3F0 BALCONIES(EXTERIOR)AND DECKS 40 PERSUANT TO R301.2.1.2,SEE 0 TO 201 TO OVER CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK CEILINGS WITH FLEXIBLE FINISHES LC40 FIRE ESCAPES 40 FASTENING SCHEDULE ON ROOF SLOPE 200 600 600 THE BUILDING ENVELOPE SHALL TI SEALED T ACCORDANCE (INCLUDING GYPSUM BOARD) GUARDS AND HANDRAIIS 200 DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR (CHECKLIST)ISTT)F THE 2015 IECTCRUCTIONS AND THE PROVISIONS (152 MM)CONCRETE WALLS. GUARD IN-FILL COMPONENTS 50 FLAT OR RISE LESS THAN 4 INCHES PER FOOT m 20 16 12 HIGH WIND CONNECTION � ALL OTHER STRUCTURAL MEMBERS o PASSENGER VEHICLE GARAGES 50 (1:3) REQUIREMENTS z 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. EXTERIOR WALLS-WIND LOADS (a)WITH t�Fo ROOMS OTHER THAN SLEEPING ROOMS 40 N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL PLASTER OR STUCCO FINISHES RISE 4 INCHES PER FOOT(1:3)TO LESS THAN BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHE SLEEPING ROOMS 30 16 14 12 RE EXCEPTIONS: EXTERIOR WALLS-WIND LOADS(a)WITH OTHER I1140 STAIRS 40 12 INCHES PER FOOT(1:1) THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT BRITTLE FINISHES I R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) rL IL RISE 12 INCHES PER FOOT(1:1) AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC w 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER EXTERIOR WALLS-WIND LOADS(a)WITH vlzo(a> 12 12 12 o p FLEXIBLE FINISHES AND GREATER AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING p a SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL I IN LEI S SUPPORTING MASONRY DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED I ACCORDANCE VENEER WALLS(e) THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND NOTE:I.=SPAN LENGTH,H=SPAN HEIGHT WITH TABLE R602.10.3(4). ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE a FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, TERM WATER HEATING EQUIPMENT. THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES C p AUSED BY z Q TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 THE WIND LOAD SHALL BE PERMITTED TO BETAKEN AS 0.7 TIMES THE Q COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 OF ANY COMPONENTS OR FINISHES. AND R703. b.FOR CANTILEVER MEMBERS,L SHALL BE TARN AS TWICE THE LENGTH OF THE CANTILEVER ENERGY CONSERVATION CONSTRUCTION CODE 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED CHAPTER 10. CONT. RIDGE VENT TYPE V WOOD FRAME z CONSTRUCTION BASED 2 cn ON SECTION 602 0 MATCH D<ISTING ASPHALT SHINGLES - - - - - - - - OF THE BCNYS r w - - - - - - REFLECTIVE RED PANTONE 0 OF AT -- -- -- - - - - - - (PMS#187) m TOP PL E REFLECTIVE WHITE 4„ _- - - - 1/2„ - --, STEP -- STROKE _ LASH, rrP' 12 SIGN FOR WOOD FLOOR AND WOOD ROOFING FRAMING TRUSS IDENTIFICATION SIGN: IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION _APRON FLASH, TYP ------- - SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN c, TOP OF SUBFLOOR-- -- _ _ COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES ; _ 00WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD (� loe 71 CONSTRUCTION AND/OR TIMBER CONSTRUCTION. ++- TOP OF CEILING-- . Qr � 00U r = r Lu w ®El X O (A • w LL -EXISTING SIDING; ® {- z co LL Ill ul TOP OF SUBFLOOR-- TOP OF FOUNDATION-- FRONT ELEVATION SECTION R312:GUARDS AND WINDOW FALL PROTECTION lu lu R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 t�`IEE1z; R312.1.1 WHERE REQUIRED. GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING \e 7 SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR ;t� v' GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED m AS A GUARD. 12 d R312.1.2 HEIGHT. mOA 5 REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, 12 PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES 3.5 (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. EXCEPTIONS: 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT JE �REY T. SUTLER, P.E. LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. O � 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN ATCH EXISTING SIDING SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 +�- } -- --TOP OF PLATE INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. O ti) 8 F__ _ - _ _ _ R312.1.3 OPENING LIMITATIONS. � a `i REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING z r z SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A O w 3 - - o SPHERE 4 INCHES(102 MM)IN DIAMETER. 0 0 EXCEPTIONS: _J 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE > Q Z W RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. (S O 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT Z = -1 0 ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. W -- CC 3: CIA _ ------------- -TOP-- - OF SUBFLOOR R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. o �o PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH TH z E n loor ISTING SIDING � '_, REQUIREMENTS OF SECTION R317.4. W QL O -- --TOP OF CEILING (f) Y oI R312.2 WINDOW FALL PROTECTION. O II1 O E WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH = U � 0 -_ SECTIONS R312.2.1 AND R312.2.2. 93 O N p R312.2.1F-I INDWE WINDOW TS I,S.® ®Q® IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW �- OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED F FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE Q W w OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: U n ■ 1.OPERABLEWINDOW OPENINGS WILL NOT ALLOW A 4 ING DIAMETER (102 MM)SPHERE TO PASS THROUGH WHERE THEA OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. --TOP OF SUBFLOOR 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL AIL NOT SHOW FOR CLARITY P OP. STOOP DEVICES THAT COMPLY WITH SECTION R312.2.2. PAGE : D<15TING DECK -' '-TOP OF FOUNDATION R312.2.2 WINDOW OPENING CONTROL DEVICES. GRADE WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE ®� THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT RIGHT SIDE ELEVATION THE AREA QI�BY 3E ON R310.2.AREA OF THE WINDOW UNIT TO LESS THAN COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. ISTING ASPHALT SHINGLES _ z u� t - Q E —TOP OF PLATE O O - —ISTINCs ASPHALT SHINGLES z3 N Q O a 4 r '60 —- -—TOP OF SUBFLOOR -- ---------- ---- -- - - - —- -—TOP OF CEILING z 0 a LH I I LL=_L=_=jj a© R311.7 STAIRWAYS. E111 oLi R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36,INCHES(914 MM)IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW EXISTING DECK —- -—TOP OF SUBFLOOR THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH OF STAIRWAYS AMC) STEPS TO GRADE AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND RAIL OMITTED FOR CLARITY —-—-—TOP OF FOUNDATION LANDINGS,SHALL BE NOT LESS THAN 31-1/2 INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(698 NM WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. • EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL,BE IN ACCORDANCE WITH SECTION R311.7.10.1. • R311.7.2 HEADROOM. '1 THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING FROM THE FLOOR SURFACE OF THE LANDING OR REAR ELEVATION � PLATFORM ON THAT "'AT PORTION OF THE STAIRWAY. � LL Q-- O EXCEPTIONS: 1.WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER w THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE LU O u FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM MORE THAN 4-3/4 INCHES(1'Zl MM). Qtu r 2.THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH = N SECTION R311.7.10.1. ul t- R311.7.3 VERTICAL RISE. _ m A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 Q INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. R311.7.4 WALKLINE. THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BE Q 11 j 0 LL I CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL Z cz II.. ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED C6 tu 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) Q DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE WHERE WINDERS ARE ADJACENT ui Q- WITHIN A FLIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE ^, ADJACENT WINDERS SHALL BE USED. ,asy- R311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND ui DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR RUNNERS. [NYIR311.7.5.1 RISERS. ENGINEER- THE RISER HEIGHT SHALL BE NOT MORE;THAN 81/4 INCHES(209 NIM).THE R311.7.8 HANDRAILS. - RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT HANDRAILS SHALL,BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH OF STAIRS RISERS SHALL EXCEED VERTICAL O SLOPED FROM THE AN SMALLEST BY MORE THAN D/8 INCH OF FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. 5 ' - ♦ ���EY �; �\ THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 R311.7.8.1 HEIGHT. DEGREES(0.51 RAD)FROM THE VERTICAL.AT OPEN RISERS,OPENINGS HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE LOCATED MORE THAN 30 INCHES(762 M1W),AS MEASURED VERTICALLY,TO ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL _J. THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH- BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES _ ' rn EXI CEPITONS METER 02 MM)SPHERE. EXCEPTIONS: _ \I`✓ ! �'J i� TOP OF PLATE—- -— LTHE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL 1.THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED - - O 0>34 9 STAIRWAYS. OVER THE LOWEST TREAD. 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE - 9G r\ WITH SECTION R311.7.10.1. ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER -"---r_ ~' `S S, READS,THE TRANSITION FROM HANDRAIL TO GUARD,OR USED AT THE [NYIR311.7.5.2 TREADS. START OF A FLIGHT,THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS JEFFREY T. BUTLER, P.E. THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES(229 MMI.T'HE TREAD SHALL BE PERMITTED TO EXCEED 38 INCHES(956 NM. DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A R311.7.8.2 HANDRAIL PROJECTION. RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE SIDE OF THE STAIRWAY. - m THAN 3/8 INCH(9.5 MM). EXCEPTION:WHERE NOSINGS OF LANDINGS,FLOORS OR PASSING FLIGHTS O R311.7.5.2.1 WINDER TREADS. PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT PASSING WINDER TREADS SHALL HAVE A TREAT)DEPTH OF NOT LESS THAN 10INCHES HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES O rc (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST (165 MM)INTO THE STAIRWAY,PROVIDED THAT THE STAIR WIDTH AND i - t— LL a O PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. TOP OF SUBFLOOR—- -— WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS Z t, z n0 THAN 6 INCHES(152 MM)AT ANY POINT WITHIN THE CLEAR WIDTH OF THE R311.7.8.3 HANDRAIL CLEARANCE. tu---------EXISTING SIDING O Z cal Utl STAIR.WITHIN ANY FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN TOP OF CEILING—- -— O AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY 11/2 INCHES(38 MM)BETWEEN THE WALL AND THE HANDRAILS. MORE THAN 3/8 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS R311.7.8.4 CONTINUITY. Q Z d RECTANGULAR TREADS AND SHALL NOT BE REQUIRED TO BE WITHIN HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, 0 a 3/8 INCH(9.5 MM)OF THE RECTANGULAR TREAD DEPTH. FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT O w Q O o EXCEPTION:THE TREAD DEPTH AT SPIRAL.STAIRWAYS SHALL BE IN DIRECTLY ABOVE THE LOWEST RISER OF TTIE FLIGHT.HANDRAIL ENDS SHALL `Z O O ACCORDANCE WITH SECTION R311.7.10.1. BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. EXCEPTIONS: R311.7.5.3 NOSINGS. 1.HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS,AT A LANDING,OR 0 -3 Z ri A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH OVER THE LOWEST TREAD. (14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH(12.7 MM).A NOSING 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO W m PROJECTION NOT LESS THAN 3/4 INCH(l9 MM)AND NOT MORE THAN 1-1/4 TERMINATE OVER THE LOWEST TREAD. Cn Y fl INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING R311.7.8.5 GRIP SIZE. — U 0 PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. REQUIRED HANDRAILS SHALL.BE OF ONE OF THE FOLLOWING TYPES OR n Q EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD PROVIDE EQUIVALENT GRASPABIIITY. O to O DEPTH IS NOT LESS THAN I I INCHES(279 MM). 1.TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE TOP OF SUBFLOOR -— EXISTING IL R311.7.5.4 EXTERIOR PLASTIC COMPOSI1E STAIR TREADS. DIAMETER OF NOT LESS THAN 11/4 INCHES(32 MM)AND NOT GREATER THAN BILCO DOOR PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE 2 INCITES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A -— Z PROVISIONS OF THIS SECTION AND SECTION R507.2.2. PERIMETER OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN TOP OF FOUNDATION 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES a R311.7.6 LANDINGS FOR STAIRWAYS. (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). U o THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 2.TYPE II. STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED.FOR HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR THE DEPTH THE FINGER T2 SHALL BEGIN WITHIN 3/4INCH(19 F MEASURED LEFT SIDE ELEVATION AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT VERTICALLY PROMROM THE TALLEST PORTION OF THE PROFILE AND HAVE A OF A QUARTER CIRCLE WITH A RADIUSEQUAL TO THE REQUIRED LANDING DEPTH OF NOT LESS THAN 5/16 INCH(8 MM)WITHIN 7/8 INCH(22 MM)BELOW WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN THE THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL, DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES(914 W. CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT PAGE : EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSED PROFILE.THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT GARAGE,PROVIDED THAT A DOOR DOES 190T SWING OVER THE STAIRS. LESS THAN 1-1/4 INCHES(32 MM)AND NOT MORE THAN 2-3/4 INCHES(70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MW. TH W 11 STAIRWAY WALING SURFACE. � o f 9 THE WALING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDItAII.S. BE SLOPED NOT STEEPER THAN ONE UNIT'VERTICAL IN 48 INCHES PLASTIC COMPOSITE FX MMOR HANDRAILS SHALL COMPLY WITH THE HORIZONTAL(2-PERCENT SLOPE). REQUIREMENTS OF SECTION R507.2.2. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. 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I a �00 w I Z 3 FBI I a in Q XX Vi TW3046-3 a N N In I 1 (2)2x10 MDR. 1 I I 12'I" 1I'5" I MEETS AGRESS I 1 I REQUIREMENTS 'v II --------------------------------------------- -Q 6'0" N I I � I (2)2x10 MDR. 3'6/1 I x `r z 1 __________ N I EXISTING HALF WALL w I W.C. I I PRO, , , � v PROPOSED MASTER o BEDROOM (3 -- - ---- --- - --- 1 - Q Z TRAY CLCs. _ 3'6" 5'0" 4'0" i i I TECO ALL FLUSH CONNECTIONS 7_v = lO I I I o O 2'6" � u 1 I ('`o 00 I BATH ..:." 2 6 , , I .. W.F. (2)2x10 MDR. (2)2xlO MDR, i __ (2)2x10 MDR. O O O I� -.�-- -—- - - --- - - - -— - '- - - -—-—-— -- - NEW 2x12 RIDGE °' =9 p 7'2" w� 1 ® o RAIL P Z �11 1 co I - _ P -------------------------� I n ' '--- I TI Cs O EXISTING 2x12 RIDGr= x W z LA La I IFT---- 2'---10111f -----------, 1 I 7' ' I I PROPOSED _—_---10'1" % p (2) 2x10 R.R3.8:12 PITCH2'6" I 1 8'O' GLG. MGT, ` cxi ar o O � tK 1 (2)2x10 MDR, (2r1x10 MDR. z U -i IL 2'6" 2'4't 0 I --- - ^-------------------------- O 6 O O_Q T 2„ 0 5�6,� 6,0� I .". _ EXISTING W.I,G, I d PROPOSED W,[.C. - - ry _ N O O ^ % X MO WORK) I Z 3 _`r a ai �j 'A / \ / �' f., O ° a u 'v LL 12 1 1= Z z Q SHOWER cr I fX - Q r (� _ u 1 P OPOSED OFFICE 13'4 � , ®E,F, PRO, z 43 �+-- W O "` I 8`0' CLG. MGT. W,I,G, N O l'I O I oo-o , n/ ---------------„------------ — z IY (� O U co PROPOSED o Y 10,011 (y t^ I d X z MASTER BATH J J j j cD r 1 Sb' CLG. MGT. \ ct (y cfi W I 23'2'/z' EXSITI G KNEE WALL AT 30" (+/-) I EXSITING KNEE WALL AT " (+/-) TUB , ` � O +++ O lO MEETS AGRESS ° \L . W (� IL REQUIREMENTS `4{ }— :z cID ill (2)2x10 HDR. (2)2x10 HDR. El \l O 1i�Uu o I � ♦ O / N I ' ♦ CXW235 CXW235 CXW235 /, PROPOSED KNEE WALL ' 21 1+/-) O.C. Lu CA / EXISTING R.R. \ CTEM1') \ EXISTING R.R. � ' (NO WORK) (NO WORK) ♦\ (X Q (y 6'9„ `) V w 6'9" , ILu u I 11 w N , ♦ I ♦ 1 o —IS—TING—R.R. , PEE0 F Rt G^�; m Q Z li, cc 11 LL, r op cp 1 EXISTING R.R. , EXISTING R.R. JEFFREY T, BUTLER, P.E. 0 (NO WORK) I (NO WORK) 0 m 1 ._A IO 1 O � e H L o a ZO W r o 1 I F— O ° o Q > p z w0 o � 30O V � o 8'81, 8,g„ w a z � w(♦ L ♦I� Q� 19'P/z' 29'3" O to }' O U L O d) o ' cc: ILa 0.. O v o WALL LEGEND PROPOSED SECOND FLOOR PLAN z LIVING AREA: u EXISTING 2x4 WALL EXISTING =706 SQ.FT. EXISTING WALL BELOW PROPOSED = 1,961 SQ.FT. NEW 2x6 WALL SMOKE DETECTOR INTERCONNECT PER CODE NEW 2x4 WALL ® CARBON MONOXIDE DETECTOR PAGE : co ONE PER FLOOR COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT. 35') SHUTTER ASSEMBLY r N.T.S. I FOR PANEL SPANS: I 0<410 WIDE SPAN 23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD I . (OVERLAP AROUND OPENINGS 4") I I ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I #10x3" (w/WASHERS)GALVINIZED OR STAINLESS STEEL i I WOOD SCREW @ 16"O.C. I m ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: '� I z #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (WI WASHERS) MACHINE BOLT @ 12"O.C. 1 ' o Q o II Q ul II Z a a II I1. I'I LTIPLE SECTION ASSEMBLY: N I I I I 1/4" THICK BOLTS * 2' OC R �, II II I I r — — � II II I I II I I SHUTTER ASSEMBLY a o N.T.S. Z J''• a=' i�- .I- FOR PANEL SPANS: I I I I I I �; cO W 0 4' OR WIDER SPANI I i i I I I � Q w 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I I I x U W m (OVERLAP AROUND OPENINGS 4 ) I 1 I I I I cn 2x4 STRONG-BACKS a 24" OG ^' ASSEMBLY: I I z z 3 m 1), PREASSEMBLE PLYWOOD TO 2x4'5: " IOx3" (w/ WASHERS) GALVINIZED OR hi STAINLESS STEEL WOOD SCREW ® 12" O.C. I I I X I X z 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ •IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW o 16" O.C. I I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 010 TEE NUTS ATTACHED TO BLDG. w/ *10xi-1/2 C W/ WASHERS) I I ai MACHINE BOLT m 12" O.G. I I p I I 3 ' I I I I ,EXISTING HALF WALL U n I O O OL -� I C4 X I i w@ ll.l u I I z • wimp �/ � r � LLl O p= _ t.L I I I uj NEW 2x12 RIDGEi_ It }— ! W I w � O � 1— I ' z O � o Ow � � I xe � I IL z ,IL I ; w I 11.1 Q N I p U � z z 0 _ �7p � x . z � z3 ci !2 NO z I x z E NE LLI fi/ a Xz I �PFF�E T W I �� KNEE WALL 1°it wa,'c7 t`�.l < ;; 1 .c� 0"3 .0 3 �.:. 0,• r SION- j'", PROPOSED 8'0" WALL PROPOSED KNE WALL JEFFREY T. BUTLER, F.E. EXISTING, R.R. EXISTING R.R. � I (NO WORK) (NO WORK) Q a Q I �C V uliL � o EXISTING R.R. ~ tL O a O Z r! zo O p z o > p z �' z z = Qo W O -- =cl z o O N EXISTING R,R. EXISTING R.R. W m (NO WORK) (NO WORK) CI) aL € p U u � m o N - ° �C u- ° PROPOSED ROOF PLAN z Z J U U Q - PAGE : N & of g COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T, BUTLER, P.E,, P.C. CONTINUOUS AIR VENT BAFFLES a FRAMING BAY 2x4 C.T. + 16" O.C. NEW 2Xt2 RIDGE OWENS CORNING "RAFT-A-MATE" -TO BE INSTALLED PROVIDE ICE BARRIER P LOCATED IN UPPER I/3RD SO THAT AIR FLOW IS NOT RESTRICTED, OF ATTIC FILL IN 2X10 R.R. t0 NEW RIDGE DO NOT COMPRESS INSULATION" R905,1,2, TYPICAL ALL 2'0" I 5-IOd 1 ( 12 EXISTING 2X12 RIDGE NAILS $ (+/-) V TO REMAIN IX6 AZEK FASCIA I I ON 2X6 SUB FASCIA 10 OVERHANG EXISTING 2X10 RR AZEK SOFFIT WITH CONT 12 TO REMAIN SCREENED VENT 1 R-49 INSULATION 0 1 TOP OF PLATE NEW i/2" GWB 1/2 t1 '�" 'e'' 0 CEILING DRYWALL TAPED —-- -— GWB NEW 2xfo STUDS '( TO WALL DRYWALL NEW R-21 INSULATION EXISTING ROOF R-30G NEW 1/2" CDX SHEATHING STRUCTURE TO BE ' INSULATION NAILS NEW HOUSEWRAP REMOVED,•' NAIL DRYWALL CAULKED,GLUED NEW SIDING PROPOSED PROP05ED ` , OR GASKETED TO TOP PLATE MASTER W.I.C. EA x E DETAIL 00 .'�� e' BEDROOM DRYWALL CAULKED,OR GASKETED TO BOTTOM PLATE NOTE: AT TUB/SHOWER LOCATIONS PROVIDE IS ING 2x8 C,J. SIMfi='SON STRONG-TIE FULL HEIGHT GWB PRIOR BOTTOM PLATE CAULKED w TO INSTALLING TUB ON OR GASKETED TO SUBFLOO�R la �1 OUTSIDE WALL AIR SEAL g 6" O,C, EXISTING 3/4" SUBFLOOR �..�8 HURRICANE TIE PER DETAIL, Q' TOP OF SUBFLOOR —-- -— EXISTING R.R. THEN CUT TO FIT NEW WALL EXISTING 18� TJI 560 INSTALL UNIT, SUBFLOOR GLUED, CAULKED OR TOP OF PLATE —-- -— C,J, ® 12 O,C, GASKETED TO RIM JOIST/RIM CLOSURE d w EXISTING 1/2" GWB EXISTING BEAM 1/2 GWB EXISTING BEAM p B RIM JOIST/RIM CLOSURE CAULKED z EXISTING 2x4 STUDS SHINGLE RIDGE CAP—� /—RIDGE VENT OR GASKET TO TOP PLATE fi EXISTING INSULATION / a N EXSTING SHEATHING '*"�VRYWALL CAULKED, GLUED NEW HOUSEWRAP EXISTING EXHAUST GASKETED TO TOP PLATE o NEW SIDING KITCHEN EXISTING EXISTING EXHAusT AIR SHINGLES PANTRY LAUNDRY EXISTING; F£Lt PAPER a` (NO WORK) ROOF (NO WORK) (NO WORK) GARAGE SHEATHING 5/8" F.C. GWB ON WALLS (TYP) DRYWALL CAULKED, GLUED AND CEILING PER CODE OR GASKETED TO BOTTOM PLATE EXISTING 3/4" SUBFLOOR (NO WORK) RAFTER Z w OP OF SUBFLOOR BOTTOM PLATE CAULKED D—-- -— OR GASKt-T£D TO SUBFLOOR o TOP OF FDN, —----— �. 1 m cn GRAD °•� INSULATIONST _3O EXISTING SLAB 6� SUBFLOOR GLUED, CAULKED OR p 6 p` GASKETED TO RIM JOIST/RIM CLOSURE m EXISTING >• RIDGE BEAM 1+1 a: RIM JOIST/RIM CLOSURE CAULKED COLUMN a• 4t RIDGEVT DETAIL OR GASKETED TO TOP PLATE 00 I° c n n ° EXISTING CELLAR a s o .o SILL PLATE INSTALLED OVER SILL GASKET b (NO WORK) D _ D � D EXISTING FOUNDATION ,t .' �° e a �° NOTE: SHADED COMPONENTS DESIGNATE D•. AIR BARRIER SYSTEM TOP OF FOOTING —----— d: a; D D .•_rt • i••.rr• AIR SEALING DETAILS SECTION B-B v ♦ X wr w R905.1.2 ICE BARRIERS: � : m 2x12 RIDGE IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING IY co O O 2x10 RAFTERS ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED O /^ � w 1/2" GDX SHEATHING IN TABLE R3012(1),AN ICE BARRIER SHALL BE INSTALLED FOR 3 — r ASPHALT ,METAL ROOF SHINGLES,MINERAL SCED flj C14 150 FELT ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,OODS SHINGLES ASPHALT ROOF SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER IY CONT RIDGE VENT THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A J U SELRADHERING POLYMER-MODI•IF.DBITUMEN SHEET SHALL BE USED O J IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE �Q }- ROOF VENTILATION 1:300 OF THE INSULATED LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS'THAN v O 24 INCHES(610mm)INSIDE THE /�EXTERIOR WALL LINE OF THE BUILDING. CEILING AREA UNIFORMLY DISTRIBUTED ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL O 1I\ (j IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED ♦ W TABLE P 1.7 EAVE PROTECTION ro EXTEND FROM THE NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE Z IL SIZE OF TRAPS FOR PLUMBING FIXTURES EDGE of THE ROOF, 36 UP THE SLOPE rz FROM THEEAVEEDGEOF THE BUILDING. tu BUT NOT LESS THAN 12" BEYOND O fO EXCEPTION:DETACHED ACCESSORY STRUCTURES TRAP SIZE MIN. THE INTERIOR FACE OF THE EXTERIOR WALL O PLUMBING I4XTURE NOT CONTAINING CONDITIONED FLOOR AREA. O,G,(INCHES) BAFFLE AS REQUIRED FOR ROOF VENTILATION a cX l BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 2x4 C.T. 0 I rLOCATED IN UPPER 1/3RD AND/OR WHIRLPOOL ATTACHMENTS OF ATTIC ROVIDE ICE BARRIER PER U- BIDET 1 1/4 12 I 2'0' R905,1.2, TYPICAL ALL •� CLOTHES WASHER STANDPIPE 2 .� �` '7 lu 3 DISHWASHER(ON SEPARATE TRAP) 11/2 ENGINEER FLOOR DRAIN 2 : SECTIONP3103: VENT TERMINALS `�` ` ( I O h P3103.1 VENT PIPES TERMINATING OUTDOORS. R-49 INSULATION `� `. X6 AZEK FASCIA r` , I KITCHEN SINK(ONE OR TOW'['RAPS,WITH OR VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE 12 WITHOUT DISWASHER AND FOOD WASTE DISPOSER) 1 1f2 OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN TOP OF PLATE — —-— 8 ON 2X6 SUB FASCIA /�! FP T QG`\I .1 ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS `�� �`. EXISTING ROOF t'O° OVERHANG ^ = LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 P3103.1.1 THROUGH P3103.1A. `. .ice:' STRUCTURE TO BE AZEK SOFFIT WITH CONT �1� 1/2" GWB ON REMOVED SCREENED VENT m P3103.1.1 ROOF EXTENSION. , LAVATORY 11/4 WALLS AND CELING �`� ` Z OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET ` NEW 1/2° GWB THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE SPACKLE AND PAINT `� `� 3.� NEW 2x6 STUDS /• SHOWER(BASED ON THE TOTAL FLOW RATE NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) EXISTING PROPOSED ``�1, ``%, NEW R-21 INSULATION A 'd THROUGH SHOWERHEADS AND BODY SPRAYS) ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. o 5.7GPMANFLOW 50 BALCONY OFFICE �`� �` NEW 1/2" CDX SHEATHING `� r 5.7 GPM AND LESS 1 1/2 P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. EXISTING R-30C ` NEW HOUSEWRAP MORE THAN 5.7 GPM UP TO L'?.3 GPM 2 WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, INSULATION `== MORE THAN 12.3 GPM UP TO 25.8 GPM 3 OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES, �`. ` NEW SIDING JEFFREY T. BUTLER P,E, MORE THAN 25.8 GPM UP TO 35.6 GPM 4 OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) EXISTING 2XI0 LEDGER WITH TECO 0 ABOVE THE ROOF. EXISTING 3/4" SUBFLOOR _t FOR SI:1 INCH=25.4 mm,1 FOO =304.8 mm GUARD EXISTING R.R. P3103.1.3 ROOF EXTENSION COVERED. WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND TOP OF SUBFLOOR — —-— CUT TO FIT NEW WALL = �n VTR IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR EXISTING 18" TJI 560 C.J. 0 12" O.C. pmp COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT O O OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE TOP OF PLATE — —-— O N OR A DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS O O PROPOSED THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS EXISTING STEEL 1/2" GWB — RECONFIGURED- SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW EXISTING 1/2" GWB Z t— z O BEAM EXISTING R-30 1 C4 ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE EXISTING 2x4 STUDS w O O U �' EXISTING INSULATION INSULATION _ Q PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF O Z 1 ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA 1 " 1 11 I 11 1 / 11i 111 "1 " 1 11 1 FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA EXISTING SHEATHING >- 1 2 1 2 13 12 \ 2 I 2 I 3 1 2 1 2 1 OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. NEW HOUS£WRAP 1 i i \ / ' ' 1 I 1 - NEW SIDING EXISTING z \ EXISTING EXISTING z I m a L,14Y L�4Y 1 1 1 LAY LAY SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT o LIVING AREA � / W.C, 7-I�B� W,G. PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT ENTRY COVERED 0 w Q O ° I SHOWER TUB SHOWER I PIPE OPENING. MO WORK) MO WORK) STOOP W O O 1 / P3103.1.4 SIDEWALL VENT TERMINAL. — cr (NO WORK) \ \ / SECOND FLOOR ANT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE Q 0 NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN \ Q Z O 11 Zu 311 11 Zu 311 Zn �1 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET \ 311 ' / 2 3 — -— t'CIStING 3/4 SUBFLOOR U) N / (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. �� W ' VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A _ _ O d) I-- 6 � STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT TOP OF SUBFLOOR � — V � O EXISTING � � � � � � � TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS TOP OF FDN, — O t0 REMAIN _— — -- — -- — — — — — — — u AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING -—'--— O LL Gl _ _ __ -------___3__r---__- AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. ___- ,-_-- `d -5U�7---•--------r------- 1 11 ' 11 1 I �------ � n EXISTING R-30 •, „art-- 1 11 1 1 11 12 IZ 111 111 1 �—G--♦ GRADE a ,6 GRADE � 11.. 3 u 1 12 12 311 1 12 1 1 2 1 2 1 1311 1 1� P3103.2 FROST CLOSURE. 5 INSULATION 'r LAY 1 L14Y I 1 I LAY 1 1 2 1 WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS / �W,C, TUB/ W.C. W.C. 211: u; D \ BE NOT LESS THAN INCHES(76 MM)IN THROUGHONS IAMETER.ANY INCREASE IN SHALL THE EXISTING I \ £ / SINK 1 SINK z / SHOWER SHOWER TUB \ SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE COLUMN EXISTING CELLAR F I THE THERMAL ENVELOPE OF THE BUILDING. °a �MAIN/FLOOIR (NO WORK) ° _ P3103.3 FLASHINGS AND SEALING. �u 211 211 311 211 211 I 211 211 311 21' / THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE D 6 a i WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS 3 AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. " EXISTING FOUNDATION 1 _ 311 D' D �u _ � � P3103.4 PROHIBITED USE. - c; e;--- FAI A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A TOP OF FOOTING — a , — _ — - - - - - _ _ _ _ _ _ VENT TERMINAL. --- 1 �v t • v�jrA • 1 •'art •• r .O. P3103.5 LOCATION OF VENT TERMINAL. 411 TO AN APPROVED AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE 1 SANITARY SEPTIC SYSTEM LOCATED LESS THAN 4 FEET ER A MM)R INAKEO DIRECTLY BENEATH ANY DOOR, SECTION A-A OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL FLLUM51NG RISER DIAGRAM (NTS) BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH ANOPENINGUNLESS TT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. COPYRIGHT 2013 JEFFREY T. BUTLER, P,E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 130 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRACANME OREST AND PAPE MANUAL,HIGH WI g EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF o NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE ° TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) RAFTER TO TOP PLATE(TOE.-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. FIRE BLOCKING R302.11 FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE BLOCKING TO RAFTER(TOE,NAILED) 2-8d EACH END CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE •° WALL FRAMING GLAZING-SECTION R308 ENGINEER 0. GARAGES AND CARPORTS-SECTION R309 :° Simpson Strong-Tie EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS COILED STRAP AP li/a TOP PLATE TO TOP PLATE(DACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) ° COILED STRAP STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE •° AT EACH ROOF RAFTER TOP PLATES AT INTERSEC`n:ONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE °. USE 8-16d NAILS AT STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. � EACH END a FOAM PLASTIC-SECTION R316 0 HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. w PROTECTION AGAINST DECAY-SECTION R317 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZFD OR PRESSURE STUD TO ROOF RAFTER ul SITE ADDRESS-SECTION R312 CREOSOTED. z 3-16d PER 2x6 STUD ACCESSIBILITY-SECTION R320 CONNECTION 9 ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH , 4-16d PER 2x8 STUD FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. a n A BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATTONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED ENDJOIST OR BLOCKING(FACE-NAILED) DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE. FLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. BRIDGING TO JOIST(TOE-N)ULED) 2-8d EACH END FOUNDATION NOTES: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF EXISTING THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END COMPLETION OF THE JOB. z BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK FLOORS-WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE w LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. Q FLOOR CONSTRUCTION: m JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 3/a"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. w FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED BAND JOIST TO JOIST(END-HAILED) 3-16d PER JOIST FASTEN PER TABLE 3.1 WFCM 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK FINISH FLOORS PER AGREEMENT ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE w BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD ROOF SHEATHING WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET IN ACCORDANCE WITH TABLE 3.1 WFCM CODE'S MINIMUM STANDARDS. OVERHANGS AS NOTED DIAGONAL BOARD SHEATHING VENTED SOFFITS 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ALUMINUM GUTTERS AND LEADERS SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR 1"x6"OR 1"x8" 2-8d PER SUPPORT SIDING:SEE ELEVATIONS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED TYVEK HOUSEWRAP ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. 1"x10"OR WIDER 3-8d PER SUPPORT V2"CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE CEILING SHEATHING '/z"GYPSUM WALL BOARD INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 5/8"TYPE X GWB IN GARAGE CONTRACTOR OR LOCAL BUILDING DEPARTMENT. '/?MR GWB IN WET AREAS WALL SHEATHING AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE UPLIFT-CONTINUOUS PATH CONNECTORS • EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) USE SIMPSON STRONG-TIE CONNECTORS X FOR NON-BEARING WALLS. FOLLOW PRODUCT SELECTION GUIDE AND FIRggOARD PANELS FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 INSTALLATION MANUAL FOR HIGH WIND RESISTANT LL CONSTRUCTION CATALOG C-HW02 _ 7/16" 6d 3"EDGE/6"FIELD ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD f1 w O ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) ANCHOR BOLTS IN FOUNDATION USE: LL 25/32" 8d 3"EDGE/6"FIELD FASTENERS PER SHINGLE(SECTION R905.6) N.A. (� 0 U GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD UNDERLAYMENT APPLICATION(SECTION R905.2.7) (�/ 0 r FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) i�- 3 N q HARDBOARD 8d SEE TABLE 3.11 THIS SHEET UNITS HORIZONTAL(17-PERCENT SLOPE), N.A. PLATE TO RIM JOIST USE: UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS w PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT GARAGE STUD TO GARAGE SILL PLATE USE: cal a -1 SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. N.A. :3 %D 0 DIAGONAL BOARD SHEATHING APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL Z3 WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY +++ X 0 IU RIM JOIST TO STUD CONNECTION USE: 0 in @ 1"x6"OR 1"x8" 2-8d PER SUPPORT TO HOLD IN PLACE. lu N.A. } • � ZMIt M) STARTING AT THE EAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF 1"x10"OR WIDER 3-8d PER SUPPORT UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 M , FLOOR TO FLOOR CONNECTION USE: �- 0 FLOOR SHEATHING N.A. O 'u AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS (L c i STRUCTURAL PANELS RAFTER TO STUD CONNECTION USE: w, ICE PROTECTION(SECTION R 905.2.7.1) MTS 12,EACH ROOF RAFTER/ 1"OR LESS 8d 6"EDGE/12"FIELD UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) USE 8 16d NAILS AT EACH END FLASHING(SECTION R 905.2.8) U GREATER THAN 1" 10d 6"EDGE/6"FIELD CHIMNEY'S AND FIRESPACES-CHAPTER 10 RAFTER TO RIDGE TO RAFTER CONNECTION USE: - ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT CS20 USE 8-8d NAILS IN EACH END DIAGONAL BOARD SHEATHING MECHANICAL-CHAPTER 12 AT EACH ROOF RAFTER GENERAL MECHANICAL SYSTEMS-CHAPTER 13 1"x6"OR 1"x8" 2-8d PER SUPPORT HEATING AND COOLING EQUIPMENT-CHAPTER 14 DECK POST TO CONCRETE CONNECTION USE: 1"x10"OR WIDER 3-8d PER SUPPORT N.A. O F ,. EXHAUST SYSTEMS-CHAPTER 15 DUCT SYSTEMS-CHAPTER 16 COMBUSTION AIR-CHAPTER 17 DECK POST TO GIRDER CONNECTION USE: 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. CHIMNEYS AND VENTS-CHAPTER 18 � Q IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, PLUMBING-PARTVII N.A. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, 0 SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. GIRDER TO DECK JOIST CONNECTION USE: m N.A. z 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF PORCH POST TO DECK USE: NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. N.A. PORCH POST TO GIRDER USE:2-AC4 N.A. S PORCH ROOF RAFTER TO GIRDER USE: TABLE 3.11 (WFCM HIGH WIND EDITION) N.A. JEFFREY T. BUTLER, P.E. (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) a M WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS O )7 � m STRUCTURAL SHEATHING MAXIMUM NAIL SPACING O 6 XI SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS O c0 (SEE NOTE 1) (INCHES,O.C.) (SEE NE TE 3) (INCHES,O.C.) z T,, a 4'EDGE ZONE 16 6 F 12(SEE NOTE 2) Q INTERIOR ZONE 16 E 6 1 > (] Z 11 _ O o F 12 RIDGE TENSION STRAP 0 Q 0 CS20 USE 8-8d NAILS E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10(WFCM HIGH WIND EDITION) Lu O U F=NAIL SPACING AT INT'ER)1�1EDIAT'E SUPPORTS IN THE PANEL FIELD(IN.) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS IN EACH END AT EACH ROOF RAFTER (f � O 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) Q Z cl; REQUIREMENTS SHALL BE USED. W V 0 STRUCTURAL SHEATHING MAXIMUM NAIL SPACING d N SHEATHING LOCATION STUD SPACING W Y 9 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS } J MEMBERS WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) O - O BE REDUCED TO 6 INCHES O.C. (SEE NOTE 3) (INCHES,O.C.) = U U- 0 E 6 4'PERIMETER EDGE ZONE 16 O �" 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOY NAILS SHALL BE PERMITTED TO BE SUBSTITUTED F 6 O -p FOR COMMON NAILS. E 6 RAFTER 0 INTERIOR ZONE 16 F 12(SEE NOTE 2) 1— £ id 'CABLE 3.2B (WFCM HIGH WIND EDITION-2015) GABLE ENDWALL RAKE AND RAKE TRUSS F 4 U u a a SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) MAXIMUM ANCHOR MAXIMUM ANCHOR F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH AT CATHEDRAL CEILINGS BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT'S SHALL BE USED. LSSU OR EQUAL 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFI'ER/TRUSS FRAMING MEMBERS D T WITH G> �0.49.FOR FRAMING MEMBERS WITH 0.42SQ.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. RIDGE PAGE : LATERAL AND SHEAR LOADS 1-3 STORY 31 48 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<0Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TENSION-STRAP � O NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFI'ER/TRUSS FRAMING MEMBERS DETAIL WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN A14Y FORM 15 FROW151TED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. 2x4 CONTINUOUS LATERAL BRACE AT 6'O.C. a 0 w TRUSS OR CEILING JOIST 2-10d NAILS ug GABLE END TRUSS o ff n a A 10-8d NAILS z ui N Q 5d COOLER NAILS AT 10"O.C. ul 2"x4"BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS = a GYPSUM BOARD Sd COOLER NAILS AT 7"O.C. 20 GAUGE STRAP 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS GABLE ENDWALL BRACING ` ENDWALL GA OISTS STUD (WFCM FIGURE 3.7a) x X BORED HOLE MAX A A J 1 U d LL DIAMETER 60% GREATER THAN J: (q OF STUD DEPTH 00%OF THE PLATE WIDTH BLOCKING ++-- WAY. 0 O V BLOCKING 5/8"MIN.TO EDGE', 16d NAIL AT 24"O.C. GYPSUM BOARD Cn i— � 16 GAGE(0.054")AND 1.5"WIDE r METAL TIE ACROSS AND TO EACH —� 5/8"MIN.TO EDGE SECTION A-A '�t Qr cn W SIDE OF THE NOTCH WITH 8-16d ol NAILS EACH SIDE �Q 1�- NOTCH MUST NOT EXCEED—HV X O 40%OF STUD DEPTH FLOOR BRACING AT END BAYS ' ca z c LL o IL (WFCM FIGURE 3.7b) WOOD STRUCTURAL PANEL W TOP PLATES INSTALLED IN ACCORDANCE 6 8d NAIL AT 6"O.C. (ALL PANEL EDGES) BORED HOLES SHALL NOT WITH NAILING SCHEDULE a: cv (TABLE 3.1,WCFM HIGH WIND EDITION) N�N BE 1� LOCATED IN T] SAME PIPE 8d NAIL AT 4"O.C. -. NOTCH IN STUD CROSS SECTION OFF 8d NAIL AT 12"O.C.ON ALL CUT OR /�' PANEL EDGES FRAMING MEMBERS NOT AT u ,/ IL J� 12"MAX. (a)OUTSIDE CORNER DETAIL 3 NOTCHING AND BORED HOLE LIMITATIONS TOP PLATE FRAMING TO ACCOMMODATE PIPING 8d NAIL AT 6"O.C. ENGINEER: —NAILS BASED E (ALL PANEL EDGES) GYPSUM BOARD -- SHEAR WALL REQUIREMENTS FOR I]yTERIOR NONBEARING WALLS (WFCM 2015 SBC HIGH WIND EDITION) RAFTERS AND CEILING NO C h �c1 Sr !" NO CEILINGJ WOOD STRUCTURAL PANEL, m _ 4'� � I' DIAPHRAGM CENTER 2x BLOCKING INSTALLED IN ACCORDANCE JOISTS OR APPROVED ON SHEATHING JOINT 1 m t 2 REQUIRED 16d NAIL AT 24 O.C. WITH NAILING SCHEDULE p a� ROOF TRUSS (TABLE 3.1,WCFM HIGH WIND EDITION) 15/32 WOOD STRUCTURAL PANELS �p 4 9 3 f ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL TOP PLATE SECOND STORY TOP PLATE- BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL ��r n �f SEE DRILLING AND EDGES AND 12"O.C.ON ALL JEFFR T UTLER, P.E.NOTCHING PROVISIONS GABLE_ ENDWALL, BALLOON FRAMING FRAMING MEMBERS NOT AT JOIST IS PERMITTED TO PANEL EDGES 0 TOP PLATES BE CUT OR NOTCHED PREFERRED METHOD (b)INSIDE CORNER DETAIL O FLOOR JOIST- BETWEEN THESE LIMITS STUD- S EE D EXTERIOR CORNER FRAMING m SEE DRILLING AND BOTTOM PLATE SEE DRILLING AND NOTCHING PROVISIONS O NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATE 1/3 SPAN /3 SPAN STUD � i WAL WAL O LLI 3 04 O z N 15„ z o u O r JOIST ENDS TO BE �, O (I BLOCKED AGAINST BORED HOLE MAX '11- FOR BLOCKING ROTATION IN ACCORDANCE o j 0 Z I DIAMETER 40% BAND JOIST AND BRIDGING NTH WFCM 3.3.1.3-END RESTRAINT PLE S S STUD TO RAFTER CONNECTION x m - m TOP PLATE AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION O JU Q Q n OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER I Z —t DEPENDING ON CONDITION,SEE I Q DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE 30" W E 04 5/8"MIN.TO EDGE BEARING � WALL HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE W � 0 O 5/8"MIN.TO EDGE �j PENNOING OF 0 Q/ z FULL LENGTH Cn Y LAP JOIST 3 IN,MIN. HEADER STUDS WALL STUDS WATER SHOWER Q m NOTCH MUST NOT EXCEED BOTTOM PLATE CLOSET w OR BIDET 25%OF STUD DEPTH BAND JOIST UPLIFT CONNECTION IS REQUIRED 15 15' U w p NOTCHES SHALL NOT BE OR BLOCKING N0 W WALL Q cn d O OFSTULOCAT LENGTH IN MIDDLE ONE-THIRD JOIST ------------------_--_-_- AT EACH END OF HEADER AND p u OF STUD LENGTH SILL PLATE I I ADDITION TO CONNECTORS ATCRA AT BOTTOM OF HEADER STUDS IN 40%AND 60% • i i ` iv1 i i i TUB OF STUD DEPTH,THEN STUD MUST SUBFLOOR P� z P BORED HOLES SHALL NOT OR BASEMENT � i SPACE i CO CT � � WALL STUDS AND AT TOP AND � W BE LOCATED IN THE SAME BE DOUBLE AND NO MORE THAN , 1 11 TWO SUCCESSIVE STUDS ARE FOUNDATION • ' ' RFiQU1RED; ' i BOTTOM OF CRIPPLES O a 21 CLEARANCE 21 CLEARANCE DOUBLED AND SO BORED " " CROSS SECTION OF CUT OR NOTCH IN STUD STUD TO PLATE/FOUNDATION HEADER TO STUDS:USE LSTA 18 W/1410d NAILS TUB STUD TO PLATE/FOUNDATION:NOTCHING AND BOWED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 lOd NAILS IN STUD AND 410d NAILS IN PLATE , SEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 PAGE # FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT WATER CLOSETS TYPICAL WALL, FLOOR AND ROOF FRAMING FIGURE R307.1 r (WFCM 2015 SBC HIGH WIND EDITION) CONNECTIONS FOR OPENINGS 13 o T M FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.