Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
8128
W-ax &�tt P aMch aL 4-0 M k S, A-69 te(�, Owner: Cheryl Prochilo File#: 8128 Address: 4714 Great Peconic Bay Blvd Code: 18RL Agent Info AMP Architecture, PLLC P.O. Box 152 Mattituck, NY 11952 Phone: 631-603-9092 Fax: Email: aportillo@amparchitect.com BOARD MEMBERS ��OF SO -O Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 119.71-0959 Robert Lehnert, Jr. N Office Location: Nicholas`Planamento • �O� Town Annex/First Floor Margaret Steinbugler �lif'`+oUn 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 RECEIVED http://southoldtownny.gov Pu ZONING BOARD OF APPEALS TOWN OF SOUTHOLD SEP 2 2 2026 Tel. (631) 765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEM 3ER 17,2026 ZBA FILE No.: 8128 NAME OF APPLICANT: Cheryl Prochilo PROPERTY LOCATION: 4714 Peconic Bay Boulevard, Laurel,NY SCTM#1000-128-4-16.1 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 not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. 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 parcel is a non-conforming 15,262 square foot lot located in an R-40 zoning district. The property is a landlocked parcel accessed by a right of way that leads south from Peconic Bay Boulevard. The front yard property line is 115.67 feet, it then turns southeast for 82.07 feet,then turns northeast for 25.5 feet,then runs southeast for 90.00 feet to the rear yard,which turns southwest for 116.98 feet before returning northwest for 105.58 feet back to the right of way. The property is improved with an existing one-story residence, an accessory garage, and an accessory shed. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-122A and the Building Inspector's March 16, 2026, Notice of Disapproval based on an application for a permit to legalize an "as built" addition to an existing garage; at: 1) garage located in other than the code permitted rear yard; located at: 4714 Peconic Bay Blvd., Laurel,NY. SCTM No. 1000-128-4-16.1. RELIEF REQUESTED: The applicant requests a variance to legalize an"as-built" garage addition which increases the degree of the side yard non-conformance. ADDITIONAL INFORMATION: During the public hearing,the applicant's agent testified that the storage addition to the accessory garage in question, located in a non-conforming side yard, was completed approximately 40 years ago without a building permit. The applicant is now proposing as of right renovations to their house and the legalization of the as built garage addition.Part of the proposed renovations includes the removal of the existing open roof structure that connects the house to the garage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: Page 2 File No. 8128 Prochilo SCTM#1000-128-4-16.1 The Zoning Board of Appeals held a public hearing on this application on September 3, 2026 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 t 267-b(30)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The accessory garage has been on the site for approximately 40 years as per testimony of the agent. The irregularly shaped property is accessed from a private Right of Way and the subject garage with addition cannot be seen from Peconic Bay Boulevard and has no adverse impact on adjacent properties. Therefore, the granting of this variance will not produce an undesirable change in the character of the neighborhood. 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the location of both the dwelling and the existing accessory garage,and the irregular shape of the parcel,there is no way to locate this accessory garage without needing an area variance. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code. However, the garage has been in place for over 40 years; no changes are proposed to the structure; and both the side yard setback and lot coverage are conforming to the code. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this Board. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage with storage addition in a side yard while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member Steinbugler,and duly carried, to: GRANT the variance as applied for, and shown on the site plans and architectural plans drawn by AMP Architecture, dated January 20, 2026, SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s) within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s) and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of Occupancy in the time allotted. Page 3 File No. 8128 Prochilo SCTM 41000-128-4-16.1 3. The applicant must remove the roof between the house and garage before a Certificate of Occupancy is issued. 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, provided de minimis relief is requested within one year of the date of this decision. Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the 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), Acampora, Lehnert, Planamento and Steinbugler. This Resolution was duly adopted(5-0). 17 Leslie Kanes Weism7&11)—L Approved for filing / 51TE PLAN HATCH KEY: GCGIvCd PROPOSED BUILDING ADDITION a MAY 0 4 ?026 PROPOSED ACCESSORY STRUCTURE ewe Zoning Board of Aopea s Lu ® PROPOSED 2ND STORY �� W J C6 (y) Q L' N rY C L0 O m CD .a N A. .� N C5 0 cuIn ,,F} {,, .. Q O I16.ci8' SIDE YARD N25025'25"E a# %` „h y } �:l r f vF, .mob EX15T. DECK EXIST. I STORY O EXIST. DWELLING 1L Q O TROP05ED DWELLING WORK 4 OUTDOCR NOT A PART OF THIS APPL I GATT ON ., ` a �*` �, ` 6 t 5H HER; ROOF I— I .� SUBJECT PROPERTY d G VER TO BE I Q REMOVED Iv Q t L.OGT I ON Mfi� D, SCALE: NT5 W V 0 t_ EXIST. ROOF ?IO RPATIO) TO BE REMOVED / PROP. I F— C-.,,T 5 C,,O F E : W ADDITION O O t 1�100D TO �E *PROP. ILL ENTRY 0 GARAGE REMOVED EXIST. PORCH AS-BUILT CHANGES TO EX157INO OARAOE FINAL MAP � REVIEWED BY ZBA DECISION# 81C�-s LI -o o DATED : GRAVEL IR� T DATA : 5' SIDE/REAR— N74 1210E DRIVEWAY 0 YARD 25.50' I z I SETBACK i Q / W PROJECT / ZONING DATA / TAX MAP #JW 1000-128-3-13 ry ZONING DISTRICT R-40 NON-CONFORMING 0 / LOT AREA .55 ACRES z / PRE-EXISTING GofO PENDINGuj W / L) Ir I � a �g9 LOT COVERAGE PROJECT: SOUTHOLD TOWN CODE 2aO-124 / DESCRIPTION (FOOTPRINT) AREA 516 LOT COVERAGE PROCH I LO / TOTAL LOT AREA 15,262.0 S.F. GARAGE EXISTING DWELLING 1,712a.0 S.F. 11.330 EXISTING GARAGE 51a.0 S.F. 5.4% 4174 PECONIC BAY BLVD EXISTING WOOD DECK (SOUTHEAST) a5.0 S.F. 0.6910 LAUREL NY 11948 EXISTING SHED 102.0 S.F. 0.1% DRAWING TITLE: PROPOSED DWELLING ADDITION IcII.O S.F. 1.5% PROPOSED COVERED PORCH &0.0 S.F. 0.5% PROJECT LOCATION & SCOPE TOTAL AREA OF ALL STRUCTURES 2-714.0 S.F. 11.5% SITE PLAN & ZONING DATA MAXIMUM LOT COVERAGE ALLOWED: 20.0% *PROPOSED WORK NOT A PART OF THIS APPLICATION PAGE: G-00loOO AG0E550RY STRUCTURE REQUIREMENTS SOUTHOLD TOWN CODE 2aO-124 DATE: 01/20/26 :1 OF 3 EXIST. COMPLIES S 1 TE PLAN � SITE LAYOUT NOTES: I J,,,. Ill I. TH15 15 AN ARCHITECT'S SITE PLAN $ IS MAXIMUM HEIGHT 15.0' 13.5' YES SUBJECT TO VERIFICATION BY A LICENSED SCALE: I" = 15'-0" SURVEYOR. THE INFORMATION MINIMUM SIDE YARD 5.0' IOAl YES "r REPRESENTED ON THIS 51TE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. MINIMUM REAR YARD 5.0' 26.0 YES 2. 5URVEY INFORMATION WA5 OBTAINED 1000 51a.0 FROM A SURVEY DATED 011011I�iaa MAX. SQUARE FOOTAGE S.F. S.F. YES AND PREPARED BY: JOHN G. EHLERS � 6 EAST MAIN STREET RIVERHEAD, NY 11101 ` 631-36q-b2ba ;" r' 0ENERA L S�r'MBOL <E""r : O _ _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT FOUNDATION PLAN NOTES Q a WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) I6"x8" DEEP P. GONG. CONTINUOUS FOOTING 24-6 Q O EXISTING TO REMAIN AS PER DETAIL 4/A-401 (T1'P) W NEW FOUNDATION WALL NEW WOOD FRAME (L.G. � 4. _ _ _ _ _ _ _ _ _ W co STL. WHEN APPLICABLE) _ ��', ?11AP TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: - - J m MIN. (2) 2"x4" STRUCTURAL O (2) 2"x6" P.T. SILL PLATES W COPPER TERMITE SHIELD 4 ^ NEW I-HR FIRE RATED ® P05T FOR 4 WALLS d SILL SEAL Q 41 L(V WOOD FRAME (L.G. 5TL. (MIN. (2) 2"xb" STRUCTURAL MAY ®4 2026 ANCHOR BOLTS A5 PER PAGE s-003 P. GONG. FOUND. WALL AS PER IDETAIL UPON 10-6" - - J = O WHEN APPLICABLE) P05T FOR b WALL5), U.O.N. P. GONG. FOOTING AS PER DETAIL - ( _c Zoning Board of Appea4 ASPHALTIC MASTIC DAMP PROC rIN6 TO EXTERIOR r O _ _ _ _ _ _ _ _ _ _ } C9 NEW 2-HR FIRE RATED �j� B.O. FOOTING 3'-O" BELOW 6RA�DE MIN. -� �' WOOD FRAME (L.G. 5TL. NEW PLUMBING WALL "� O N z O I/2" EXPANSION JOINT ® PERIME:TER OF SLAB (WHEN L WHEN APPLICABLE) APPLICABLE) - LO � i • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / CD r STOOPS (WHEN APPLICABLE) O O G x N • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I O +� FOR HEIGHT OF WALL SLAB ("HEN APPLICABLE) I SLAB ON I ,� m 'a._r a--� a--' LO NEW REINFORCED P. GONG. SLAB _ I I GRADE c 0 O cB O3 I. NEW 4" THK. P. GONG. SLAB w/ 6"xb"-10/10 W.W.M. UPON Q I r- O 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE I 1 2 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z0_ _ _ 4_j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 35'-O° n1 . � O _ W m EX I ST I NO FOUNIDAT I ON PLAN U SCALE: 1/4" = P-0" Q •V-J n� W FLOOR PLAN NOTES ❑ DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). EXIST, 2.INSTALL NEW EXTERIOR DOORS WHIEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EOZUAL). PATIO 5. NOTE DOES NOT INDICATE EACH NIEN DOOR I GRADEE Q PROPOSED;SEE DESIGNATIONS b VOOR SCHEDULE. EXIST. BATHROOM 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR (u WALLS,U.O.N. x 25 S.F. 5. INSTALL AS PER MANU SPEC.'s 1_3S/2 �i X 2 I 6.PROVIDE (2) 2"xlO" HDR., U.O.N. 3'-8y2" 16'-6" I -T. SEE PAGE 6-003 FOR ALL OTHER. FRAMING I I ELEMENTS AROUND DOORS (TYP. F`OR ALL) U.O.N. I I WINDOW NOTE: O r I I O I. ALL NEW WINDOWS B DOORS 5HAL.L BE ANDERSEN 400 O 4-5 0 5 q " GL6. I SERIES CASEMENT,DOUBLE-HUNG,(OR 6LIDIN6 (AS EXIST. 2X4 3 N HGHT. EXIST. FINAL A I I EXIST. .� N _ I NOTED). INSTALL AS PER MANU. 5P'EC.'S. COLLAR TIES X 2 It T,_4„ - 2axba dJ 2.NOTE DOES NOT INDICATE EACH NIBW WINDOW PROPOSED; T_$y2, 2:_�2: m I6 S.F. m I RE I E Y B I SEE DESI6NATION5 t WINDOW SCHIEDULE. I 1 3.FOR SUBSTITUTIONS, SEE NOTE #q IIN "GLASS WINDOWS d D E IS (� # < < I 1 AND DOORS" ON PAGE 6-002. _ +6 fV REMOVE EXISTING WOOD I 4.ALL CASEMENT WINDOWS TO HAVE: STRAIGHT ARM HINGE. -cV STAIRS AND DECK I 1 I 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 1 --►Y2 8'-2" 10'-8" DA E I I 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: m I 6.1. FOR ALL SKYLIGHTS E OPE:RABLE PANELS OF FINISHED GARAGE r--I-TI I I SWINGING, SLIDING, 4 BIFOL.D DOORS I `fl UNCONDITIONED EXISTING PATIO ROOF TO BE REMOVED I I I I I 6.2. WITHIN 18" OF F.F. 1 1 1 6.5. WITHIN 24" OF A DOOR N EXIST. EXIST. 2XI2 RIDGE I 1 1 I 6.4. WITHIN STAIRWAYS +f WITHIi�I 36 OF A LANDING STORAGE I I 12'5 " TO rn i I 6.5. WITHIN TUB/SHOWER ENCLOSURES - �' 155 S.F. EX15T. RIDGE X I 6.6. SEE ALSO GENERAL NOTES:ON PAGE G-002 Q xp O _ _ GARAGE I EX15T. -1. SEE PAGE 6-003 FOR FRAMING E:LEMENTS AROUND 244 S.F. I I BATHROOM WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM I N O EXIST. 2XI"� RIDGE 10'll" TO 25 S.F. I (2) VxIO" HEADER U.O.N. RIDGE 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I I Q 01-6. - v I NYS R312.2 FOR OPERABLE WINDO)W5 W STEP WITH SILL HEIGHTS H6HT. `fl O I 1 I 1 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" I \ I DN O' � tt I I ABOVE GRADE OR THE ADJACENT' 5URFAGE AT THE - AS-BUILT } EXISTING N a Z I BUILDING EXTERIOR. N I O EGRE55 NOTE: w U =ry 2 IN COMPLIANCE WITH NEW YORK STATE BUILDING m _ I I 1 I EXIST. GORE, SECTION R510.2.1;THE FOLLOYNING MEANS OF - v I I = EGRE55 SHALL BE FOLLOWED: Ll I I Ib S.F. NET CLEAR OPENING........... 5.'1 S.F. TT'-Sy2" I6'-0Y2" NET CLEAR HEIGHT............... 24" MINIMUM 2 X 2 X NET CLEAR WIDTH................. 20" MINIMUM O _ NEW PLUMBING FIXTURES: Q Q OALL NEW PLUMBING FIXTURES TO COMFLY WITH PG 405. 0 SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. NEW FLOOR: PROJECT: O I. NEW E" PLYWOOD SUBFL0 BENEATH (GLUE a SCREW);EXIST. I ST 1 NO OARAOE FLOOD' PLAN EXIST. EXIST. SCREW PERIMETER OF SHEAEA THING 6" O.G. 4 12" O.G. ® _ - P R 0 C H I LO STORAGE GARAGE INTERIOR. 158 S.F. 244 S.F. 2.NEW FINISHED FLOOR TO MATCH EXI5TIN6 18 S.F. OROc'cJ FLOOR AREA SCALE: I/4 I O OTYPICAL BATHROOM NOTE: GARAGE 1. WALL BOA AS-BUILT I l I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN EXISTING\ ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS N ,- 4174 PECONIC BAY BLVD d LAUREL NY 11948 - - - - - - - - - - - - - - - - - - - - - - -I DRAWING TITLE: -" PROPOSED DEMOLITION PLAN FROP05ED i�)EMOL I TI ON FLAN EXISTING FOUNDATION PLAN EXISTING FLOOR PLAN 50ALE: 1/4" = 1'-0" I EXISTING ROOF PLAN - - - - -- - PAGE: II r IA-10I.I. 00 II II = � II n N i DATE: 01/20/26 2 OF 3 II x � � II II w � II - --__________ -_ --- - - - - - - - - - - - - - - � F-X I ST I NO OARAOE ROOF PLAN 50ALE: 1/4" = P-O" ELEVATION NOl7=5 O HATCHED AREA5 INDICATE NEW WORK (TYP.) rP,ive d Q 2 O2 1. SEE NOTE YPICAL °AT BUILDING SECTION FOR MINIMUM MAY 0 4 Z026 LL CONSTRUCTION STANDARDS - 2 J co 2. FINAL COLOR OF ASPHALT SHINGLES TO MATCH A IL EXISTING ® — Q TYPICAL SIDING: m 4- N O � y � C I. SEE NOTE AT BUILDING SECTION FOR MINIMUM b7 NO CONSTRUCTION STANDARDS - k 2. H.O. TO VERIFY FINAL COLOR OF CERTAINTEED CEDIAR d ALL PLUMBING WORK O .-- IMPRESSIONS-I" DOUBLE-STRAIGHT EDGE SHAKE SID>ING r- SHALL CONFORM TO — 'O � � LOCAL PLUMBING CODE 'L O C nJ z 0 X N 1 3 1 3 O O O 4- i Om Z;c\jCfl EXIST. EGEND C 0 O Cc HALF BATH ____ HOT WATER - SUPPLY O p� 5UATER PPLY � I I I PROVIDE "ABESCO FP200 FR LL I U EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE Ni jry m RATED WALLS AND ------------- CONFORFLOOR5/GEILIN65. PRODUCT NE5T ELEVATION (REAR) NORTH ELEVA,TI ON (LEFT S C)E) I CONFORMS TO ASTM E 514, L' ----=---- �1 ASTM E 54, AND UL 14'fq ..-.._..-I..-.._.._.._.._..-..-.._.._.. _.._.._.._..- - - - - •— 5GALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-0" CONNECT TO n , EXIST. WATER SUPPLY SYSTEM U � 2 n 1 0 F171 EE117❑❑ X FLUMBINO RISER - SUFFLY 171 0� - EE]l 7E::1 F1 I 3 - SCALE: NTS I 3 0 E❑00❑ ° ❑ ❑ WI AL A REVIEWED Y DE10E] .yDECISIO /� DATED: EAST ELEVATION (FRONT) 5OU7H ELEVATION (RIOHT 511�)E) 4" FRE5H AIR ENT 5GALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" THROUGH ROOF I I I PROVIDE "A5E500 FP2,00 FIR Z EXPANDING FOAM" (OR EQUAL) w V I AT ALL PENETRATIONS IN FIRE Q RATED WALLS AND 0 V FLOORS/CEILINGS. PRODUCT CONFORMS TO ASTM E 514, A5TM E 54, AND UL 14"79 I � I I ui I Q 0 EXIST, 2 _---- ----- 2:: BUILDING SECTION NOTES HALF BATH i r_ ----- -------------- NOTE: PROJECT: NEW ROOFING NOTE (TYPJ: EXISTING RIDGE HEIGHT ----------- I I ALL PLUMBING WORK _ SHALL CONFORM TO OI I. INSTALL NEW ASPHALT ROOF SHIN&LE5. ELEV. +13.3' --------IELD FROM FA501A UfF TO _ I I LOCAL PLUMBING CODE P R 0 C H I LO p I 1 2.INSTALL I(SE AND 24'" FROM INSIDE FACE OFTER HSTUD WALL AND AT WALLEY5 pG' I 2 3.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERL,AYMENT _ GARAGE (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LA'YERS �-•® ~ I I 311 FOR PITCHES FROM 2:12 TO 4:12, OVER PLYkqOOV ' 5. GAP SHINOL OVER RID6E4 HIPS SEAMS) S(AS REQ'D) 6.PROVIDE RIDGE VENT (AS REO'D) X X6 ® I- i 4174 PECONIC BAY BLVD 1. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REG,'D " LAUREL NY 11948 Q. INSTALL ALL AS PER MANU. SPEG.'s 2 TYPICAL ROOF 4 CEILING CONSTRUCTION: • NEW ROOFING A5 NOTED DRAWING TITLE: • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PILYWD EXIST. 0 SEAMS) GARAGE 4 PROPOSED EXTERIOR ELEVATIONS • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER BUILDING SECTIONS 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.NJ • R-30 BAIT INSULATION EXISTING FIRST FINISHED FLOOR PLUMBING RISER DIAGRAMS DESIGN DETAILS • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EMVES ----- - ELEV. +o.l' NEW EXTERIOR WALL GON5TRUGTION (TYPJ: 5 3O • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON BASELINE (AVERAGE ORA_DE) PAGE: • 1/2" GDX PLYWD. SHEATHING (BLOGKIN6 ® ALL PILYWD ELEV. +00 SEAMS) UPON O z_ • MIN. 5'I1JB TIN O.C. w/D13L. TOP PLATE m A-201I. 00 • MIN. R-21 GATT INSULATION • 5/5" GYPSUM BD. WALL FINISH Lrn r-1 NEW SIDING NOTE (TYP.): I. INSTALL NEW VINYL SIDING AS PER ELEVATIONS (UPON O 2."TYVEK" HOUSE WRAP (VENTEI;9 (OR EQUAL) UPON4 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARZATELY 4.INSTALL ALL AS PER MANU. SPEC.' DATE: 01/20/26 3 OF 3 5. PROVIDE ALL NECE55ARY TRIM FOR PROPER INSTALLATION 6.51DINO SHALL EXTEND TO TOP OF FOUNDATION VNALL OTYPICAL FLOOR GON5TRUGTION: 5 I. FINISH FLOORIN6 TO 5ELE07 2. 5/4" 740 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL a /� 'X' BRACE ® MID5PAN FLUME31 NO RISER - r7)RA I N / NA57E / VENT 4. MIN. R-50 (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) SECT I ON 1 -1/A-201 5. 2 THK. SPRAY FOAM AT BLDG. PERIMETER RIM ,JOISTS 5GALE: NTS SCALE: 1/4" = P-O" d. I SURY�Y OF PROPERTY maoabP�;�9e0 alteration a surd:f:ar spzZ .1.ev Yrolatrk State Etlon] sub-Ulvls,an."- olstne SITUATE: AT LAUREL Ne York tale EtlUcat,nn LJw, r-mtly cdp,e5 from the or,glnd]or this s vey TOWN O� SOUTHOLI7 marr rod r,to an orlglna]o f the land surveyor s stamped seal s..]1 be c...4 r,U td be m1,d true N.Y. ,VI Y captes `t� SU�1=0LiG COUNT-lei 1 1. 1 . SCertt Cod,1ls md¢Jted[neLand srgn,fy that this ey was prepared in ac ordottce wllrl the e J%jl Y /•� Land lode o/Pra"d rpr Lana on rays adopted •(pVj� by the Net,Yvr,.^.late asspc ration ul Pr ss'-.1 to sp ers..• "a,tl[erlrl,[.11,a is snail run nn]Y to the person roe whom the survey Is prepares. and on ors behalf to the title company. 9^verttmen- WI agency and 1-d,ng rnstltul,on 1,sled hereon, and to the ass,gnee%of We]end,ng ,nst,tptlnn, Cert,r,[J- �_ n� tans are nol transferable to additional InSt ltdt,^ns SURVEYED Oct - Oct - 58 ��C� ``��+ 1000 125 04 16.1 MAP SAY ®4.ZON Board of Appea� ,'•:t• �� �onin9 r f% CERTIFIED TO: ARTHUR MORMILE MARIAN MORMILE O $ 001 10 ��`, r.'•�'`.;.", -,::ter;'-lS'.;�s l ';tie`''- - ;� St:•;"- _ 1 901' 1 ENLAR&EMENT i c •r 1'r O{1 — 25 o- 10 11y off'. ' G• n� t-• Z dwQy /' Otope CA V, O Ny gtocy e. ,f,rrr *"gco�Yssiz O O O '--•may•] l ' t(° �.a. ` .�ti n NOTES: \\ AVi ( 6 5EARIN65 AND DISTANCES FROM F PROPERTY FOR LOT LINE OCHANCE" AS SURVEYED 5Y PEGONIG SURVEYORS 11 - q - 1:2 s l-' AREA = 15263 SF 0.35 ACRES T =o \ :1 -o—o—o—o- DENOTES WOOD FENCE ° ®F NEW 11 1i tt ls��t1171 i�� ..III tU GRAPHIC SCALE 1 ' =40 - �._� N.Y.S. LIC. NO. 50202 JOHN C. EHLERS-LAND SURVEYOR 6 EAST MAIN STREET I� RIVERHEAD, N.Y. 11901 — 369-8288 Fax 369-8287 Q 40 i,0 1 L'0 REFERENCE # 98-211A FORM NO. 3 II TOWN OF SOUTHOLD BUILDING DEPARTMENT Received SOUTHOLD,N.Y. MAY 0 4-2026 NOTICE OF DISAPPROVAL Zoning Board of Appeals DATE: March 16, 2026 TO: Cheryl Prochilo PO BOX 698 Mattituck,NY, 11952 Please take notice that your application dated January 21, 2026: For permit to legalize an"as built"addition to an existing taw at: �— Location of property: 4714.Peconic Bay Blvd.. Cu zlio ue.NY County Tax Map No. 1000—Section 128 Block 4 Lot 16.1 Is returned herewith and disapproved on the following grounds: The "as built" garage addition on this 15.262 sq. ft lot in the R-40 District.is not permitted pursuant to Article XXIII Section 280-122A which states; nothing in this article shall be deemed to prevent the alteration or enlargement of a nonconforming building containing a conforming use. provided that such action does not create anv new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings. The"as built"garage addition increases the degree of the side-yard nonconformance. AutfTzed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. I 1 • I I APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPRweived AREA VARIANCE 4714 Peconic Blvd Laurel MAY ®4. ?026 House No. Street Hamlet SCTM 1000 Section: 128 Block: 4 Lot(s) 16.1 Lot Size: .35 Zoning g�A Appeals I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 03/16/2026 BASED ON SURVEY/SITE PLAN DATED 01/21/2026 Owner(s): Cheryl Prochilo Mailing Address: 4714 Peconic Blvd Laurel NY Telephone:516-946-4697 Fax: Email: cheryl.prochilo@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: AMP Architecture for(\4 Owner( )Other: Address: PO Box 152, Mattituck, N.Y. 11952 Telephone: 631-603-9092 Fax: Email:bepperson@amparchitect.com Please check to specify who you wish correspondence to be mailed to,from the above names: 0 Applicant/Owner(s), ( )Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 01/21/2026 and DENIED AN APPLICATION DATED 01/21/2026 FOR: (Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article:XXI I I Section: 280 Subsection: 122A Type of Appeal. An Appeal is made for: (%X A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( )has, C4 has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Revised 6/2023 Received REASONS FOR APPEAL MAY 0 4.2026 (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor orzobntnafflui of Appeals nearby properties if granted,because: The garage is a conforming use within this district.The property is well shielded from view due to landscaping, it also sits off of the public road. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The work is As-built and has already been constructed.Variance will be needed for legalization of existing Garage 3. The amount of relief requested is not substantial because: The Asbuilt garage has already been constructed.The request would not substantially change the area 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The As-built garage does not and will not have an adverse effect or impact on the physical or enviromental conditions, the community in this area are well developed.The garage with as-built areas remains under the allowable lot coverage. 5. Has the alleged difficulty been self created? { } Yes,or {\efNo Why: As-built additions were constructed to an existing non-conforming side yard. • Are there any Covenants or Restrictions concerning this land? {V(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. Sign e of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day MARIA PRIKAS GANLEY Notary Public-State of New York Of ,20 ZA NO.01PR5003206 Qualified in Suffolk County My Commission Expires Oct 19,2026 No Public Zoning Board of Appeals Received APPLICANT'S PROJECT DESCRIPTION MAY ®4 Z026 APPLICANT: Cheryl Prochilo SCTM No. 1000-128-4-162nn&l Board of Appeals 1. For Demolition of Existing Building Areas Please describe areas being removed: The Roof over the patio connecting to exist.Dwelling to the exist. Garage. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 36-0"x 12'-0"x 10'-6"x 4'-0"x 24'-6"x 16-0" Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from existing natural grade): 13'-2" Is basement or lowest floor area being constructed? If yes, please provide height(above ground)measured from natural existing grade to first floor: N/A 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: 1 story Garage Number of Floors and Changes WITH Alterations: 1 story Garage IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 2,443 S.F. Proposed increase of building coverage: 2,714 S.F. of permitted dwelling additions; no additions to garage proposed Square footage of your lot: 15,262 S.F. Percentage of coverage of your lot by building area(lot coverage) 16.0%existing; 17.8%proposed 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): 1,919 S.F.dwellig only, no habitable space within garage built or proposed 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: Legalize As-Built addition to an existing garage 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 land, little to no slope 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. QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION MAY 0 4 �026 A. Is the subject premises currently listed on the real estate market for sale? Board of appeals Yes No Zoning B. Are there any proposals to change or alter land contours? __V 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? N/A 3.)Is the property bulk headed between the wetlands area and the upland building area? N/A 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? N/A 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? little to no slope 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: Permitted additions to existing single family dwelling 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 existing single family home with garage,same with detached garage J. (examples:existing single family,proposed:same with garage,pool or other) Z l I zv' Authoriz signature Date Action is not located near wtlands Of-sootyo�c TOWN OF SOUTHOLD BUILDING DEPARTMENT DI P SOUTHOLD,- NY Rer,esve MAY q 4 2026 BUILDING PERMIT 'Pl i 53 �nii 1l (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52760 Date:03/16/2026 Permission is hereby granted to: Cheryl Prochilo PO BOX 698 Mattituck, NY 11952 To: Constructa one-story addition and alterations to an existing single-family dwelling as applied for to include the removal of roof overto outdoorshower, roof overof existing patio and wood deck. Premises Located at: 4714 Great Peconic Bay Blvd, Laurel, NY 11948 SCTM# 128:4-16.1 Pursuant to application dated 01/14/2026 and approved by the Building Inspector. To expire on 03/15/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $422.00 DEMOLITION $242.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total $764.00 Building Inspector i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Received Southold, N.Y. MAY 0 4.Z026 BUILDING PERMIT Zoning Board of Appeals (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33185 Z Date JUNE 28 , 2007 Permission is hereby granted to: CHERYL PROCHILO 2539 WASHINGTON AVE OCEANSIDE,NY 11572 for . CONSTRUCTION OF A ONE STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP # 25209 at premises located at 4714 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 128 Block 0004 Lot No. 016 . 001 pursuant to application dated JUKE 20, 2007 and approved by the Building Inspector to expire on DECEMBER 28, 2008 . Fee $ 150 . 00 91 hori d enature ORIGINAL Rev. 5/8/02 AGRICULTURAL DATA STATEMENT lsve ZONING BOARD OF APPEALS Received TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any spectltTli����ppYY sp,4-�026 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 agricultWMWgt�t lard of Appeals 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:Cheryl Prochilo 2. Address of Applicant:4714 Peconic Blvd Laurel NY 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner:4714 Peconic Blvd Laurel NY 5. Description of Proposed Project: Legalize As- Built addition to an existing garage 6. Location of Property: (Road and Tax map Number)Peconic Blvd and 1000-128-3-13 7. Is the parcel within 500 feet of a farm operation? { } Yes M No 8. Is this parcel actively farmed? { } Yes {V4 No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) 2 LP Signature o0kfiplicant 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. 617.20 Appendix B Short Environmental Assessment Form 4 Instructions for Completing 2026 a rd esp of Appeals Part 1 -Project Information. The applicant or project sponsor is responsible for the completion7di ligiq 1C ouses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Prochilo Garage Project Location(describe,and attach a location map): 4174 Peconic Bay Blvd Laurel NY 11948 Brief Description of Proposed Action: Legalize As- Built addition to an existing garage Name of Applicant or Sponsor: Telephone: 631-603-9092 AMP Architecture E-Mail: bepperson@amparchitect.com Address: PO Box 152 City/PO: State: Zip Code: Mattituck NY 11952 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. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: V 3.a.Total acreage of the site of the proposed action? •35 acres b.Total acreage to be physically disturbed? .0062 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .35 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑ Industrial ❑Commercial @'Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page I of 4 5. Is the proposed action, ` NO YES N/A a.A permitted use under the zoning regulations? A V b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing IJ4tPrV4UPZ NO YES landscape? tUl 7. Is the site of the proposed action located in,or does it adjoin,a state listedzCoB*t�l ft*rdn> $ ea. NO YES If Yes,identify: L V 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: V 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: V 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: V 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? , / b.Is the proposed action located in an archeological sensitive area? VV 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban if Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? 9NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO 9 YES Gutters at roof will be connected to Drywells Page 2 of 4 18.Does the proposed action include construction or other activities that result in the im ou nt of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? .�/q �A If Yes,explain purpose and size: ppcej� u V 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? Zoning Board of AP e If Yes,describe: V 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: / I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: AMP Architecture Date: 1 Z1}Z(A Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large Y 02� impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosiozouOdjn`gldf loamage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Received MAY 0.4 2026 Board of Zoning Appeals Application Zoning Board of WeaI6 AUTHORIZATION (Where the Applicant is not the Owner) 1 Cheryl Prochilo residing at 4714 Peconic Bay Blvd Laurel (Print property owner's name) (Mailing Address) do hereby authorize (Agent) AMP Architecture to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (O er's Signature) (Print)dwner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM ����SS The Town of Southold's Code of Ethics Prohibits conflicts of interest on the part of town officers and emdlo�PeP ewDurtra�e of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever actin n is- necessary to avoid same. IVIHI M nv .® YOUR NAME : PfoChilo, Cheryl (Last name,first name,middle initial,unless you are applying in the name of someone else or f Weals 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 nt * day o 20 12 Y' Signature ' Print Name i ei^ J' C_ /' L) Received AGENT/REPRESENTATIVE MAY 0 4. 2026 TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officJPWRANEd (Ad%% MIEof 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: • AMP Architecture (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 Type 5' i'ere 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 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- L day of ,20 20 Signature ` Print Name � M� on4 �pyAi V�,p Ation is not located near wtlands AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : < (Last name,first name,middle initial,un es y u 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 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 tower or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this_12 day of ,20 q Signature - Print Name�Y QQ\�z ��C7 C�-E�LO Town of Southold LWRP CONSISTENCY ASSESSMENT FORM 4� 8 A. INSTRUCTIONS Receive 1. All applicants for permits* including Town of Southold agencies, shall c lle,k RCAF for . proposed actions that are subject to the Town of Southold Wate'rfront Consiste cy��R view Law; This assessment is intended to supplement other information used by a wng�'S"outhoold��'gency 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# 128 _4 _16.1 The Application has been submitted to(check appropriate response): Town Board E Planning Dept. 0 Building Dept. V 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 El construction, planning activity,agency regulation, land transaction) 0 (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Legalize as-built addition to existing Garage 4 42�5 Location of action:4714 Peconic Bay Blvd Laurel Received Site acreage:.35 mAY ®.4 2026 Present land use:R-40 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: (b) Mailing address:4714 Paconic Bay Blvd (c) Telephone number:Area Code( ) (d) Application number, if any: Will the action be directly undertaken, require funding,or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable 5121� AM P Arch i t e c t u re Address:300 Private Rd*4 Laurel .Y 1952 Design + Build Phone:631-W2-5202 MAY 0 4 2026 Mai - x _ J a North of property looking South South West of property(Under patio roof) looking North East r On; �1 North West Looking South West of property looking East "POW«. South of property looking North North East of property looking South West Prochilo Garage-4714 Peconic Bay Blvd Laurel NY 11948 Owner:Cheryl Prochilo Applicant:AMP Architecture ALL Photos taken on August 5`h 2025 r l TOWN OF SOUTHOLD PROPERTY RECORD IC)I a �q OWNER STREET VILLAGE DIST. SUB. LOT FORMER WNER N a N -i E n ACR. M01t^tY1 q d+ a S W , TYPE OF BUILDING O y j Q F ® &S. z CY, VL. FARM COMM. CB. MISC. Mkt. Value i c _ LAND IMP. �o TOTAL DATE REMARKS ? 0a0 '41 20gey»7,/r �e /� ar�o,%/c rN r _..---�..-- � � G� J 3 n✓ ��I ��J' ' �r" � - f 1'i�YG2.� 11n_C � /P!`,O/� 4�' �..'�L^�i Cm /�1 "boo `3boo ?7 04 '`f 30 coo, c /c 1q4- /1 96 uful 450001rl " 317 �. tie AGE BUILDING CONDITION q �4/9 1 j3 � q ' » Nq NORMAL BELOW ABOVE _ Es- • i FAV Acre Value Per Value Acre Q r ° off ' Tillc�le 1 f-ik - e a. Tillable 2 07 P-W- 346- r #t-a5z • Tillable 3 Woodland p Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD Y .-- House Plot DEPTH �- BULKHEAD Total DOCK J > `" _ ■■■■■ ■■■■■■■ i ■'• ■ ■■ ■■■■■■■■ ■■■■■ ME■■MEM ■■■■■MOM ■■■ ' ` ? - - ..✓ MINE M■■M■MMMM■■■MMMMM■■ 111MMI MMEHMMMEIMMSEMPBEMMI MEMO .K q ■MMMM■ MOM■MIS ■11EMM■E■M■■■ ■■■MM�INEEMS11 EIIEE■■■■EMM11MMM■M■■MMMM■M .....MMMU■■■MME■■■MMMMMMM EMMMMENNUFFE■M■■■EME■E■■E■■ Ext. Walls lopu Rooms 2nd Floor, Dormer Driveway • FRA - 4. : TOWN OF SOUTHOLD PROPERTY RECORE OWNER STREET VILLAGE DIST. SUB. LOT 'r. FORMER OWNER N tt E --yyy ./ ACR. BQY^toIGICG ///6.�� ,v,;w/!� I i r S --// W n TYPE OF BUILDING 7J ,� SEAS. VL. FARM COMM. CB. MISC. Mkt. Value to LAND IMP. TOTAL DATE REMARKS 2 L CJ 'Z3 ,30 > o P S a o 1 - f r fe+fx 1.54. - 5AOc. � IT t� �"lC�NY1 � o AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Illuole 1 Tillable 2 CC Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROB � f' House Plot DEPTH BULKHEAD Total DOCK l s r" s ■■■■■■■a■■■■■ . ■■■■■■■ i■■■■■■ TO M. Bldg. Foundation Both Dinette Extension ' _ basement Floors K. Extension .� Interior Finish • 611knsion Fire Place Heat• __ •• BreezewayType Roof Rooms Ist Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Driveway . .. Patio • Total ZBA CHECK FEES - 2026 Funding Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 5/1/2026 Finnegan-Hahn 8126 $1,750.00 1645 5/13/2026 5/4/2026 En-Consultants for:K2J4E6 LLC 8127 $1,500.00 9421 5/13/2026 5/4/2026 Prochilo 8128 $1,500.00 341 5/13/2026 5/5/2026 Colbert 8129 $1,250.00 9212 5/13/2026 5/6/2026 deBruijn 8130 $1,750.00 4213 5/13/2026 5/13/2026 1 Freda 8131 $750.00 3938 5/13/2026 $8,500.00 n of Southold P.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/14/26 Receipt#: 355791 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8128 $1,500.00 Total Paid: $1,500.00 Notes: Payment Type Amount Paid By CK#341 $1,500.00 Prochilo, Cheryl A. Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Prochilo, Cheryl A. 4714 Peconic Bay Blvd Mattituck, NY 11952 Clerk ID: SABRINA Internal ID:8128 BOARD MEMBERS ���F so yo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora 4 Southold,NY 11971-0959 Robert Lehnert,Jr. N Office Location: G Nicholas Planamento �p� Town Annex/First Floor .c`� Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 18, 2026 Tel. (631) 765-1809 AMP Architecture Brooke Epperson P O Box 152 Mattituck,NY 11952 RE: ZBA No. 8128 —Prochilo, Cheryl 4714 Peconic Bay Boulevard, Laurel,NY SCTM# 1000-128-4-16.1 Dear Ms. Epperson; Transmitted for your records are copies of the Board's September 17,2026 Findings,Deliberations and Determination,the originals of which were filed with the Town Clerk. Please adhere to the conditions imposed by the ZBA included in this decision. 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. i er , Elizab Sakarellos Board Secretary Encl. cc: Building Department V TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK Pal AFFIDAVIT *t. OF In the Matter of the Application of: MAILINGS e (Name of Applicant/Owner) S CTM No. 1000- (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, (Agent _ residing at C)2c)o 1 Aaa . 0,, New York, being duly sworn, deposes and says that: On the day of S� , 20')(I personally mailed at the United States Post Office in "A)64 - , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the ( ) Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signatur Sworn to before this A MARY M. GRADY day of , 20 0 NOTARY PUBLIC-STATE OF-NEW YORK No.01 GR6030703 Qualified in Suffolk County (Kota Public) My Commission.Expires 09-20-2029 PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numb xt 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. n r" J 1 Q ■ T� U.S51I Postal Service"' rU Os e i / ■ ®. e _ i, I MM m m t tn' Ln y Certified Mail Fee( c r, k •i L4 f 6 E. Cri 1 I I+ r1J Extra Services&Fees(checkbox add fee asaspropr Jj'Certified Mail Fee t Q 5 'c 117cr2., r Q Return Receipt(her copy) $ •;hii pi,'Ir'a td) t - $ - u�Y , ❑Return Receipt(electronic) $ 1 AUG 10 20 f I ru Extra Services Fees(checkbox add feel$ pp ate) I Q PostmarK Q El Return Receipt(hardcopy) $ - .i`�� l M1 ❑Certified Mail Restricted Delivery $ i; I I F r rti ❑Adult Signature Required $—�— +�' Here ? I ❑Return Receipt(electronic) $ !S Il..V i I i dt Postmark qc, � ❑Adult Signature Restricted Delivery$—� •'i,yr• r-3 ❑Certified Mail Restricted Delivery $ d:fl Here Postage ru ❑Adult Signature Required $ gg I i �, :..,, ;. .•;.. - AUG 1 20 Q $ �t%_=W:,;, _P.A,,.r�'w" I � ❑Adult Signature Restricted Delivery$ i � 26 9' r-'3 Total Pot h Postage _ ."LI,:S(ageandFees Ii :`ji_ii'x)CI26 i Q $ $ki;{_82 $} Total Postage and Fees Sen o r 11,1!1' d Q � C3 St a APt.IVo. or P-B_x N:------------------------------------------------- Ln - I ?`?n- 1 �Jao� g I r C a --�1?4 _w,/_,�!il_ J t V O StreRio. or O B o -------- -------------------- 199& 1 -- ---- --------------- Q Cityt®= iijnj I ulsi Postal I m Postal .m m m r- RTfi FIED 1 0 ■ u') � • •ti L A.t •f I i�,F It i-,1t' hh •} • •r • r'� e m m Certified Mail Fee 5 tY 1. Q $ m [_'1ii) F�1 f�l Siu rU Extra Services 's ( IaPP o&Fees check box,add fee rd 4 "ate) $ + Certified Mail Fee Q ❑Return Receipt(hardcopy) $ i,i i- ,�+° • X ; ,�Ic 1 f, i •'{ ❑Return Receipt(electronic) $�7— r Postmark - Q $ r`•' !�. ij. Y Extra Services&Fees check box,add fees j ale Q ❑Corti ied Mail Restricted Delivery $ ere rl.l ( P r,I ) ❑Adult Signature Required $ r++ i+++ AUG 02026 '- Q Return Receipt(hardcopy) $ 4l _+_r rU }-. + ❑Return Receipt(electronic) $ '•t•r-L }I_i Postmark ❑Adult Signature Restricted Delivery$ y p U J' i Q ❑Certified Mail Restricted Delivery $ 11 i i Postage $1 I„"' ;° ry r = +._ g D' []Adult Signature Required Q $ bj+ vlj.il/;31_+.f(i y RJ - .,, - - I ❑Adult Signature Restricted Delivery$ ra TOta1 Postage and Fees a" ).,t'$ j Ln Postage ." _ _ : . g AUG 10 2026 SentT • rq Total Postage and Fees '``` Er ----- a :---------- ------ ----------- -------------- 02 ca ------------ 11 O�rrd A t. O Boxwo. , $` M: Ln 9_ SP�' 1®Jf'llY� Q Se ° r ----------------------------------------------------------- of p-• City,St e, LT" ✓YZQ {�_+.Y4 ✓� _:I!5---- �� � Str�FQ�rL No.,or PO BoxNo, Er Citw State,ZIP+4f" n u,.S, Postal Service" f'tl ' fU e• e Q . e 1 t3 i • - - REGOT !o e rTlLj1 Ln f Certified Mail Fee ❑ cc L i t..r:r r F F c• 4 Iry I � t ��' p $ �- rU Extra Services&Fees(checkbox,add feeOffpgT fflate) ' ,�o�f t. � Certified Mall Fee i!_ � Q El Return Receipt(hardcopy) $ }----�� f ^.�, • k` i •s r +?c, u}.}=i li_i 1/ Postmark " `r Q $ ❑Return Receipt(electronic) $ __ t - Q []Certified Mail Restricted Delivery $ d.I i ,1 i)I t Here ` 1'L.I Extra Services&Fees(check box,add fee. f,, re i I i Q ❑Return Receipt(hardcopy) $ "••t t i!!.,(,.'�, I'1.1 []Adult Signature Required $—z^-ir—) AUG `� O 2026 ; ❑Return Receipt(electronic) $ l-=r- A^' []Adult Signature Restricted Delivery$ Q ❑Certified Mall Restricted Delivery $ ;i P03tmar I r� r Postage t.�) :��f �+ ❑Adult Signature Required $ _ Here,.a-�t I Q $ 3 11;-�i,l i r.,'i l r ✓ rU ❑Adult Signature Restricted Delivery$ , U/, 10 20 } rq Total Postage and Fees Posta a UU 2� r g Ii Mill! Q $eQp StireeT oa ------ QM1I-i Tot al P°S4ege and Fees tj t xo -o C , M fi take,Z P+4 1�7 t - � e'er=6- - `f Street an . t No or PO Box No. (/[�j( "" ^- ' i I• - p- Ci ,State, 1--- ------- - ---------------- -- TOWN OF SOUTHOLD ZONING BOARD OF APPEALS gt2g SOUTHOLD, NEW YORK � f•� AFFIDAVIT OF In the Matter of the Application of: - POSTING 0 L'Q SCTM No. 1000- "�f -� (Name of Applicants) (Section; Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, p residing at � (7 2 O O a` AV& 'New York, being duly sworn, depose and say that: I am the ( ) Owner or,(WAgent for owner of the subject property ��`M On the---2 day of � 1 20210, I personally placed the Town's Official Poster on subject property located at: indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten(10) feet or closer from 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 subject hearin date, which hearing date was shown to be 9 '75 12A0 (O Age ignatu _ Sworn to before me this Day of Y , 20 2-4NO ARY BLIC-STATE OF NEW YORK No.01 GR6030703 Qualified in Suffolk.County Diary P ll My Commission Expires 09-20-2029 * near the entrance or driveway entrance of property, as the area most visible to passerby r•- RI Ln n•i _ Certified Mail Fee , 55 C3 $ r U Extra Services&Fees(check box,add fee 111- 0 ❑Return Receipt(hardcopy) a •''-�,'""'! $ b. ❑Return Receipt(electronic) $ Postmark _ 1� ❑ AUG Certified Mail Restricted Delivery $ 'i'i I-I_f)_ 0 N26 .0 r- Adult Signature Required $ l� ru 8• � Adult Signature Restricted Delivery$ ' Postage $CI. :.! rl TotakPo tags and Fees 17 P:.. E3 Se Er CC �(/1 °--- A tNo.�or(P`0,8 No. _ �/y���✓ T�-D 11-1177 ir- City tV'- A ow o �� e COMPLETE e, e A. Signature 0 Agent I N Complete items 1,2,and 3. `� ! ■ Print your name and address on the reverse Addressee • D, Date of Delivery so that we can return the card to you. B. Receive by(Printed-Name) ■ Attach this card to the back of the mailpiece, )� 99l 115� or on the front if space permits. . D. Is delivery address different from item 1? ❑Yes r If YES,enter delivery address below: "'�o i Article Addressed to: A 1p{` ° 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MailT"' 'I Ifll I�IIIIIIII IIIIII IIIIIII I III III III ❑Certified Signature Restricted Delivery ❑Siggi tune Mail Restricted 1 IIIIIII ❑Certified Mail® Signature Confirmation*"' ❑Certified Mail Restricted Delivery �ignature Confirmation ❑Collect on Delivery Restricted Delivery [3 Collect on Delivery,Restricted Delivery 2. Article Number(Transfer from service I e ced Mail $5Mail Restricted Delivery 9589 ` 07i10 5270 0206 ' 3653 37 Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 y$ Cl�ly I COMPLETESECTION • • ON -DELIVERY ■ Complete items 1,2,and 3. A. Signatur ■ Print your name and address on the reverse X Agent so that we can return the card to you. XLAddressee INAttach this card to the back of the mailpiece, B. Received by(Pri® n2t�e`d a � CD t or on the front if space permits. +. Adicle;Addre-Fed to: �..�1/ D. Is delivery address different from Item t 4 ❑Yes C If YES,enter delivery ddress below: ❑No 3. Service Type ❑Priority Mail Express® llIIlllil llll I'Ililllll Illlll llIill II Illl II III ❑AdultSignature ❑Registered Ma(IrM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted' Certified ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm ❑Collect on Delivery ❑Signature Confirmation 2 n.+l..te�t,,»w -,r __�__r_—_— Delivery Restricted Delivery Restricted Delivery. 9589 0 710 5270 0206 3653 06 il 11 Restricted Delivery PS Form 3811,July 2020 PS0530-02-000-9053 Domestic Return Receipt • 1 1'AM 1000041114.JPG may.� it•�r �1w � r X .• • � ••'�a=�v�� 1Y `- '< �+�i'���•der •�� S ti.i" \•�� • '• �?. '�. .. ...'r• w, �ice• � `' '�`.g�a 3 / - •• ¢'• ,f ate' q-a.. a . a'M `,'�+�r� '-fit�P� � �. � �"'�. Y�'1!�t "�s� yJ ,� L� s•� r � •, hftps:Hmail.google.com/mail/u/O/?tab=rm&ogbl#inbox?• • ' • l i Ira A 3,7 ✓--�a'l 2C.�.1 16 s-l --z .—L � 5 1� -_ 1 � Waj-(Yb 7z —L A---Pt A' al — I gteVi4l - �d= _ {)L SUFFOLK COUNTY LEGAL NOTICE LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,SEPTEMBER 3,2026 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 Annex Lower Level,54375 Main Road,Southold,New York 11971-0959, on THURSDAY,SEPTEMBER 3,2026: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.gov/calendar.aspx. 10:00 A.M.-RONALD S.DOBERT 98125-Request for a Variance from Article III,Section 280-14 and the Building Inspector's February 20,2026`Notice of Disapproval based on an application for a permit to legalize an'as built"roofed over carport to an existing single-family dwelling at;1)less than the code required minimum side yard setback of 20 feet;located at:1350 Ole Jule Lane,Mattituck,NY. (adj.to James Creek) SCTM No.1000-122-4-1. 10:10 A.M.-MARTIN FINNEGAN and DYLAN HAHN-#8126-Request for Variances from Article IV,Section 280-18,Article Vlll Section 2BO-39 and the Building Inspector's March 16,2026 Notice of Disapproval based on an application for a permit for a lot line change;at:1)proposed Lot 1(lot 19.1)having less than the permitted lot area of 40,000 sq.ft.;2)proposed Lot 2(lot 27)having less than the permitted lot area of 40,000 sq.ft,3)Lot 2(lot 27)having less than lot width of 150 feet;located at:14065 Main Road and 1710 Pike Street,Mattituck,NY. SCTM Nos.1000-140-3-27 and t000-140-3-19.1. 10:20 A.M.-K2J4E6 LLC #8127-Requestfor a Variances from Article XXII,Section 280-116 A(1)and the Building Inspector's March 16,2026 Notice of Disapproval;Reversal of the Building Inspector's Notice of Disapproval,based on an application for a permitto construct additions and alterations to an existing single-family dwelling and to legalize an"as built"accessory deck;at:1)additions and alterations located less than the code required 100feet from the top of the bluff,2)"as built"accessory deck located seaward of the top of the bluff,not permitted;located at:9202 Bridge Lane,Cutchogue,NY. (adj.to Long Island Sound)SCTM No.1000-73-2-3.1. 10.30 A.M.-CHERYL PROCHILO#8128-Request for a Variance from Article XXIII,Section 280-122A and the Building Inspector's March 16,2026 Notice of Disapproval based on an application for a permit to legalize an"as built"addition to an existing garage;at:1)garage located in other than the code permitted rear yard;located at:4714 Peconic Bay Blvd.,Laurel,NY. SCTM No.1000-128-4-16.1. 10.40 A.M.-JOHN J.COLBERT#8129-Request for Variances from Article XXIII,Section 280-124,Article XXXVI,Section 280-207A(1)(d)and the Building Inspector's Notice of Disapproval dated April 7,2026 AMENDED April 28,2026 based on an application to construct additions and alterations to an existing single-family dwelling;at:1)less than the code required minimum side yard setback of 20 feet,2)gross floor exceeding permitted maximum square footage lot containing 40,000 square feet in area;located at:2155 Long Creek Drive,Southold,NY. (adj.to Long Greek)SCTM No.1000-55-7-7. 10:50 A.M.-FREDA GIFT TRUST#8131 -Request for a Variance from Article III,Section 280-14 and the Building Inspector's April 21,2026 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling at:1)less than the code required minimum rear yard setback of 75 feet;located at:7715 Indian Neck Lane,Peconic,NY. (adj.to Richmond Creek) SCTM No.1000-86-6-26.2. 11:00 A.M.-ANGELA GERAS#8132SE-Applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to construct and establish an Accessory Apartment in an accessory structure;at:460 Marion Lane,East Marion NY.SCTM# 1000-31-8-1.2 11:10 A.M.-1875 JACKSON LLC#8110-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's February 12,2026 Notice of Disapproval based on an application for a permit to construct a raised patio addition to a single-family dwelling(in conjunction with BP#50030;at:1)less than the code required minimum front yard setback of 35 feet;located at:1875 Jackson St New Suffolk, NY. SCTM No.1000-117-9-14. 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. Please note the last date to submit written comments to this office will be the Friday prior to the public hearing. Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:elizabeths@southoldtownny. gov Dated: August 21,2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Elizabeth Sakarellos 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 ZBA Legal Notice September 3, 2026 Page 2 of 2 Tbe,uffolk Ttmr�: See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of New Jersey, County of Camden, ss: I, Anjana Bhadoriya, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto,was published in the said newspaper on the following dates. Publication Dates: • Aug 27, 2026 Notice ID: kXDprT74Fdwvg6oSC46X Notice Name: ZBA Legal Notice September 3, 2026 Publication Fee: $189.67 A�jA.A Bl adOViVA Agent VERIFICATION State of New Jersey County of Camden Signed or attested before me on this: 08/27/2026 Notary Public Notarized remotely online using communication technology via Proof. SHARONN E THOMAS-POPE NOTARY PUBLIC STATE OF NEW JERSEY My Commission Expires January 23, 2027 ZBA Legal Notice September 3, 2026 1 Page 1 of 2 {Ir \ \ A\ Westermann, Donna 4d, � I Z,u From: Brooke Epperson <bepperson@amparchitect.com> Sent: Monday,August 24, 2026 2:53 PM To: Sakarellos, Elizabeth;Westermann, Donna Cc: Alexis Nicolas; Steven Merino Subject: Prochilo.4714 Peconic Bay Blvd Hearing Supporting Evidence Attachments: 7641 Garage in front yard.pdf,4714 Peconic Bay Blvd_ZBA Map Research.pdf, 3450 Peconic Bay Blvd_4352_Garage in front yard.pdf Follow Up Flag: Follow up Flag Status: Flagged Hello, Attached please find the fallowing: -A map we have put together showing the characteristic of the neighborhood around our subject property. Maps shows other residences with accessories in front and/or side yards -ZBA prior grants Would you like me to print these out and bring to your office tomorrow? Thank you Brooke Epperson Design Director A M P Architecture Design + Build Office: 631-603-9092 www.amparchitect.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i 't BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��®� S®u��'� 53095 Main Road o P.O.Box 1179 �® !0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes C0151 a= Town Annex/First Floor, Robert Lehnert,Jr. © ' y� 54375 Main Road(at Youngs Avenue) Nicholas Planamento < C®U0 Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD J U N 2 3 2022 Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATfq h®Qd Town Clerk MEETING OF DUNE 16, 2022 ZBA FILE:#7641 NAME OF APPLICANT: Janet Mastropolo PROPERTY LOCATION: 6015 Peconic Bay Blvd, Laurel,NY SCTM No. 1000-128-1-1 SEORA 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 not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. 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 property is a 25,000 sq,ft,non-conforming lot located in an R- 40 Zoning District. The property has a road frontage of 100.00 feet along Peconic Bay Boulevard,then runs north for 250.00 feet, then runs 100.00 feet east along the rear property line before returning 250.00 feet back to Peconic Bay Boulevard. The property is improved with an existing one-story residence with exterior decks as shown on survey prepared by John C. Ehlers,L.S.,revised October 25,2021. BASIS OF APPLICATION: Request for a variance from Article III, Section 280-15; and the Building Inspector's January 28,2022,Notice of Disapproval based on an application for a permit to construct an accessory garage,at; 1) located in other than the code'permitted rear yard; Iocated at: 6015 Peconic Bay Boulevard,Laurel,NY. SCTM No. 1000-128-1-1. RELIEF REQUESTED: The applicant requests a variance to construct an accessory garage in the front yard where a rear yard placement is required. ADDITIONAL INFORMATION: During the hearing there was verbal testimony given that there were very large trees located in the rear yard location that the owner did not want to remove, and that the proposed location was consistent with the accessory garages on the adjacent neighboring properties. The Board received one letter of opposition from the public. The Board asked that the applicant's representative submit prior comparable variances that may have been granted to property owners in the vicinity. Page 2,June 16,2022 97641,Mastropolo SCTM No. 1000-128-1-1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2,2022,at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in,the character of the neighborhood or a detriment to nearby properties. The proposed garage is in line with the existing accessory garages on either side of the property. Due to the existing location of the house which sits farther back on the lot than its neighbors,the proposed accessory garage will not change the character of the neighborhood. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Because the house is setback from the road at 127 feet,there is very little rear yard for an accessory garage to be built in this conforming location. There are also mature trees in the code required rear yard that the owner does not want to remove. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the code. However, the proposed location for the accessory garage is in line with other conforming accessory garages on adjacent properties that have dwellings that are closer to the road. Therefore, the proposed location is visually in keeping with the character of the neighborhood 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 proposed improvement will have minimal visible impact on the road and to neighboring properties because it will be screened from view by other accessory garages on adjacent properties. Moreover, the applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora, seconded by Member Dantes,and duly carried, to GRANT the variance as applied for and shown on the Survey prepared by John Ehlers,Land Surveyor, last revised October 25,2021, and Architectural Plans prepared by Charles Thomas,Architect,dated October 28, 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The subject accessory garage shall remain non-habitable space. ti i Page 3,June 16,2022 #7641,Mastropolo SCTM No. 1000-128-I-1 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals, Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson)Dantes, Planamento,Acampora,and Lehnert. This Resolution was duly adopted(5-0) r. Leslie Kanes Weisman, Chairperson Approved for filing //7 /2022 o��SUFFO(,��o APPEALS BOARD MEMBERS may` Gy o Southold Town Hall Gerard P. Goehringer,Chairman 0 53095 Main Road Serge Doyen,Jr. y �� P.O. Box 1179 James Dinizio,Jr. 0,( �a0 Southold,New York H 971 Robert A. Villa Fax(516)765-1823 Lydia A.Tortora Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD OF APPEALS DATE OF ACTION: December 62 1995 ' APPL. #4352. APPLICANT: PHILIP GIOIA. LOCATION OF PROPERTY: 3450 Peconic Bay Blvd, Laurel. COUNTY TAX MAP DISTRICT 1000, SECTION 128, BLOCK 6, LOT 27. BASIS OF APPEAL: Notice of Disapproval issued by the Buildin Inspector dated November 32 1995. PROVISIONS APPEALED UNDER: Article IIIA, Section 100-30A.4 (ref. Article 111, Section 100-33) . RELIEF REQUESTED: 22 ft. by 20 ft. accessory garage - storage building in the front yard 38 feet from the northerly front property line along Peconic Bay Boulevard and 15 feet at its closest point to the easterly right-of-way. The northerly easterly point of the garage towards the right-of-way is 17+- feet (on an angle). MOTION MADE BY Gerard P. Goehringer,. SECONDED BY Robert A. Villa. ACTION/RESOLUTION ADOPTED: Granted as applied with only electric (no water or other utilities except by further application to this Board). REASONS/FINDINGS: Requested location is not unreasonable due to the variable dimensions of the lot and the fact that a major portion of the yard areas are "front yard areas." Accessory buildings are required to be in a rear yard, but the applicant indicates he would not have access to the rear yard for a garage from Peconic Bay Boulevard and that he believes he does not have a legal access for vehicles to cross over the neighboring right-of-way. The rear yard may also not be suitable for placement of this garage without another type of zoning variance. No other alternative is available. VOTE OF THE BOARD: Ayes: Serge J. Doyen, Member Robert A. Villa, Member Richard A. Wilton, Member Lydia A. Tortora, Member Gerard P. Goehringer, Chairman This resolution was unanimously adopted 5-0. Ik �.GERARD P. GOEHR.INGER, -CHAIRMAN C l e Boxed Addresses and Tax M a # n\ x1 = � 1a `� y° ;i 7 \ ' `> 4710 Peconic Bay Blvd - 1000-128-4-14.2 'i \' ` ` '4 =, l �4 4716 Peconic Ba Blvd - 1000-128-4-18 fort 1 y 4522 Peconic Bay Blvd - 1000-128-4-19 \cif.14 . 4452 Peconic Bay Blvd - 1000-128-4-22.2 5 4 M 4250 Peconic Bay Blvd - 1000-128-4-23 4230 Peconic Bay Blvd - 1000-128-4-24 4718 Peconic Bay Blvd 1000 128 4 17 ILI 4170 Peconic Bay Blvd - 1000-128-4-26 ` S, D °., _: ;�. _ 4030 Peconic Bay Blvd 1000-128-6-1 4000 Peconic Bay Blvd 1000-128 6 2 3790 Peconic Bay Blvd - 1000-128-6-4 20fr 1`-, .. i .: :...d Ay •.� ., _ ",. 1` !ice,..tip'- tio` "' \` it \ 3450 Peconic Bay Blvd 1000-128-6-27 3538 Peconic Bay Blvd 1000-128-6-24 12. o� i s 3270 Peconic BayBlvd L d - 1000-128-6-8 r . 4900 Peconic Bay Blvd 1000 12 5330 Peconic Bay Blvd - 1000-128-2-17 12m 1� � - _ ,� f : \� 5360 Peconic Bay Blvd — 1000-128-2-16 Peconic Bay Blvd - 10 - - - 5388 00 128 2 14 5386 Peconic Bay Blvd 1000-128-2-13 a •,.�,1�, f '° ''ti d ' i 5400 Peconic Bay Blvd 1000 128 2 23 J E!4.3�� r` 5.2 ° �� x ,` 1,` �,' f E { : 5610 Peconic Bay Blvd - 1000-128-2-10 C, f r `` 5800 Peconic Bay Blvd - 1000-128-2-9.2 ° 5900 Peconic Bay Blvd - 1000-128-2-9.1 23 w 5980 Peconic Bay Blvd - 1 5°e,e°t�, Y �` f:- ,: �►, .= e 000-128-2-8 6015 Peconic Bay Blvd - 1000-123-1-1 C 4714 Peconic Bay Blvd, Laurel NY - 1000-128-4-16.1 - ZBA Research - Neighboring Lots B A 114 zQ / V- 21 A 10 f v 13 25 �y. `.:'t,,,% `•', `` `"-•��. J?,� t'f"•'\� :!;,�'. `�`�`�/`s �_,��..'•;� `4'1, - 20 � '� \ - "\, �• \ ` � , `� �. .� `' \ _ .r � � �' '0 ., "(4'� � �}1'•`� fir' ^. a • \ t \.1 24 ` '`1-4 ` \ g CO 17, ❑ G `t •;. .' '�"� "xs' "r j, ''\ \t ; *^r",`�` �•` S'!, ({JJ' • CO S` EF I�` '`� '� ,? "\ P '"�'• .",'i +� ft �.�• \. 1 , .. '" ' ?, , '' ��y ''4' ,\ ��' #'fir r 22.1 "`\ `, � �." �,a. , ;r 177 1 •�� t - _ ;,:+•" v'y, .r ' '� f� y, ',v "�� �,,: d�� 1k : �q (� "•� 'Y\ \ i ,. \ "�- `,S 1 \\ 9.1 `\: �\ ,�S `� _d 6 iy �?��^';c � �' ir''�•y\ S*� \. �y" �,i �5 �'� a�� (rl i�\ � ,� `` •�•4�. � ` .\ ".,i "�`5"" �`.5 � �, ,r�,,�''x � .. ff, e•, � ® "`� �. �,... •\}-� ,. � � Nts r t`\ !£ `;,t � :\ S .a�:.� °Fri' `"� _ ��1,�"'� '`• ��J is � \�,� � � 23' '.;` ",� � ,.�' ��`i \',, �_,,�'°\ '`� " �; �`. � \ ' 2� .,, ` I' :,1 •'` S 1 '� "�'r " f t rf •j `x1 ��\. '`\ '\ t ,,f _ \ 10 B A BOARD MEMBERS ��0� so�jyo - Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Us Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, SEPTEMBER 3, 2026 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold,the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall Annex (LOWER LEVEL), 54375 Main Road, Southold, New York 11971-0959, on THURSDAY, SEPTEMBER 3, 2026: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.aov/calendar.aspx. 10:30 A.M.—CHERYL PROCHILO#8128- Request for a Variance from Article XXIII, Section 280-122A and the Building Inspector's March 16, 2026 Notice of Disapproval based on an application fora permit to legalize an"as built"addition to an existing garage; at: 1)garage located in other than the code permitted rear yard; located at: 4714 Peconic Bay Blvd., Laurel, NY. SCTM No. 1000-128-4-16.1. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink/Browse aspx?id=935072&dbid=0&repo=TownOfSouthold If you have questions, please telephone our office at(631)765-1809,or by email: elizabeths@southo/dtownnv.aov Dated: August 21, 2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Elizabeth Sakarellos 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 August 3, 2026 INSTRUCTIONS FOR PUBLIC HEARING ON : SEPTEMBER 3, 2026 Public Hearing to be held in person in the Town Hall Annex (LOWER LEVEL MEETING ROOM), 54375 Main Road, Southold, AND via video conferencing (Zoom Webinar). Agenda and Link for public hearing will be on Southold Town Website. USPS Certified/Return Receipt mailings to be done by : AUGUST 17, 2026 See enclosed mailing list of Suffolk County Tax Map numbers. Use legal mailing address (as on file with the Southold Town Assessor's Office- 631-765-1937). Or link below to the current Town Assessor's Roll: https://www.southoldtownny.gov/DocumentCenter/View/l 2067/Final- Assessment-Rol l-2026 Include the following in your mailing: • Legal Notice (enclosed) • Cover Letter (by you) - indicating date/time of public hearing, where/how to attend, your contact information, procedures for submitting written comment via email elizabeths(a-southoldtownny.gov or donnaw(&-town.southold.ny.us) or USPS to our office. • Survey or Site Plan showing what relief is requested from ZBA • Instructions for Laser Fiche access to file on Town Website (enclosed) Posting of yellow sign(s) (enclosed) to be done by : AUGUST 27, 2026 Please post 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. If damaged, please advise Zoning Board of Appeals staff and new sign(s) will be provided. Members of the Board will conduct an inspection of your property before the public hearing date. Please be sure sign is posted, according to Chapter 55-1 (B) of the Town Code. Return all original receipts of mailings including the green return ,receipt cards, and affidavits of mailing and posting to our office by AUGUST 27, 2026. Please include photograph of the posting on your property. Please note the following: • 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. • You or your representative is required to attend. If you or your representative is not present(via Zoom or in person) the hearing will be adjourned to the next available hearing date. • The last date to submit written documents to this office for the Board Members will be the Friday prior to the public hearing. After that date, no documents will be accepted by the office, however they may be submitted to the Board Members at the public hearing. If you have any further questions/concerns regarding this information, please contact our office at 631-765-1809. f La_serfiche Instructions for Zoning Board of Appeals Records SOUTHOLD .`i r f{°o* SOCIAL NIEDIAGoverntnen Service > How -t x F I )..y B�- '' � .NoufyMe® .Maps r p'gendas& Town Cade Online payments �Tourri Beeords Fotms Signup to remve } 71�I)UttS Fen1Y PaY Fo�bh Ne6ltnk![asei5che FormsAppbtattrins; ....�._...__.....,-..`.+�. nnnfiran.ine_....._-....._.ec._._.,.._::...._ a..n...,:i.,.—t e_W,+i .. .._. ....«Irnr„—.-..».....�.�,..._..�.-,....�....ti.. Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche Web Link t.ry WbUnk Help +bnr,r ;ignrna Home Browse Search TownOfSouchold TownOfSouthold Name Page count Template name Town clerk z Entry Properties Town'H15toridn Path �rrustees owM;Southold Zoning Board of Appe-(ZaA) Creadon date :n,"201a•1:52:•P AM Page1 of 2 First « 29 Entries 12 Last modM1ed t!'2r1.ot?8:0&:2'AM s Metadata .n netaeata aws ned Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLink v,'wetLnL Felp ntaut sgna,t Home Browse Search rownOfSouncid+Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page roan[ Template name (ZBA) Alphabetical Index z Entry Properties Board Koons Lasemthe search Guides Path I Meeting 1,-dales wnOtS:x:IMIC'2or•.Inti 'JI Ajk`eu15:Z_�•AI MlnUteslAgendas/Lagal NOUCeS:Meanngs Creation date Pending _11 RepOM Last modifled Special Event ce—ts V23/201,7!!'07:14 AM ="I rrainmg Requiremenis ZBA Officials a Metadata =1 ZBA POIICIeS Np'ne'Prat:l assigned y Exceptions List Code 280-10C(3) 1 �..lurisdimon Listing I ZBA Book of Mapped 1977 Existing Lots 189 ocedurc&Results I _ :om/hm �sma s2 !o'J lttJpaprrUse Bulk Schedules 5 Agreements,Contracts 3Leases 1 of I to EnOles Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. `�Fj Most Visited Getting Started "4 Southold,NY-Officia... li tZ Neffero-My Neero... s lcula...Date Duration Ca Tovm0fSouthold-La.- -t Southold{or . . _ Laserfiche WebLink Home Browse Search ToavnOfSouthoid Zoning Board of Appeals{ZBA)>Beard ACaon5 Pending Pending Name 9025 MAIN ROAD LLC,CARDINALE Entry Properties �'C&L REALTY-withdrawn Path tD JEMCAP SD 1 LLC / 1�_'e,py�Q•,-'s�'n+'a 7,,•1�5 ]':.r.'�=+rJ PECONIC RECYCLING TRUCK rr"' a' 1 THE ENCLAVES Creation date 97370-Frend 1000-128-6-6 3/28/2017 11:36:07 AM #7379-Solutions East1000-13-3-1 Last modified 6/9i2020 3:58:58 Ptvl #7383-Spiller 100D-59-5-8.3 #7384SE-HNF Resorts,Mydon Resorts-Campground-1000-40Y3-5 2 Metadata .. #7385 SE-Fried 1000-50-1-13.1 No metadata assigned #7386 860 Bayview Drive-LLC 1000-37:5-10.1 #7387 Hard Corner 1000-61-4-1 #7387 Hard Corner-SITE PLAN-Arch Plans 1000-61-4-1 #7388-Minton Irrev.Trust 1000-128.-2-20 #7389 Benic 1000-71-1-4 '. #7406-Nappa 1000-88-1-1.5 Page)of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http•//24 38 28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 Laserfiche WehLink hlyVveOLnk 13e:o ?hom s�gnaf; Home Browse Search r:wnOrSouGrord•Lon:ng 3oard.,`Appeals!ZBAI^Board Actions Board Actions came Page count Template name j 1957 1979 Entry Properties y,1960-1999 Path `l 2000 ..wnO150u1f%l1U`.ZGm3'•3 BOdrJ Y.A.ppe3 s L rLBAnBt-d,m1orr '-:2001 Creation date --1 2002 7/1+0)2001 122 1.5 PNl --1 2003 Last modified ,-j 2004 1,128/20171136'07 AN! 7 2005 Metddata `1 2006 ^re metada[a asvgned =7 2007 :a 2008 ,1 2009 &P.auas `2010 fleVpaP-smearrUres2 2011 2012 J 2013 2014 2015 2015 2017 Pending rw.hmlthlinemrnlheslN/paP'smear=Uses2 n.����.. ..�_.-.-- Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in"Pending". tome erowu searcn rrM.�n,._OudMd•.oniny 3anr0 dr.hupeds iC3a^Joaru acavns+20r) 2017 .wrne aaee ccu�t T—P6,c. < 6.5060 I6; aoard ncwnf s Entry PropeMes 3 3wrd>caon. S 59'3 PaN S 5341 dd 3mrd:cocna wm7rkvrMid,_n:^a in+r0 S'Oor aoare_mans 3oard— erearion dam s rol! ., aoard acfw�f :ac fs lan modified � 3oard.icnons rots 37 3oard 5cnom ..Me[a0ata —di'na.0 ,.,,n�a...tJ a.+i•:•J d'01; fi 3oartl)rnom rOsd i5 aoa,d.+mom q13 50 3oartl.�rni t 70.0 51 3oard+No.s #_ 702, fV 3wMamo�s '03_ .. 9oard ccnv�f �.r0.3 335 Board amorta 3oa1d:c'acnf 6 r01> -36 3oard afnons � s d•0:S '3 3wrd.+ctions rol; p 3oard anions r0;a 61 aaaN anon] F d U�3 i 3oard Acnonf Above: See listed File Numbers. Click on file you are searching. I 9 Laserfiche Instructions ZBA Files Page 4 eashel ' Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. �p� Laserfiche Web Link 14-1 IN M Home Browse Search Cus r—search ] Sort results by Relevance v Records Management Search IJ 7016 Board Anions-83 page(sl Field wme Choose field .I Page count 83 Template name:Board Actions Reset gage-.:Colin and Kristen Cashel PROPERTY LOCATION:162 lower Shingle Hill.Fisher... �-G...19,201 7 a7016.Cashel SCTM No.1000-9-1.26 minimus approval to fem-. Page 5...y M2017=,016.Cashel SCCM No.1000.9.1.26 GRANT.the vanances as... Se..ch:en,s page 9...COLIN 8,KR15TEN CASHEL SECTION 009 BLOC... gage 20...Thomas Ahlgren(Cashel),PO Box 342 Fishers Isla,d.NY... Show more information... 7018 Board Actions-56 page(s) Page count:56 Template name:Board Actions P a,•,2 AS.-930 A.M:COLIN CASHEL AND Variances under Article Id.Section.ANN... g Pa'_48-ance(s)KRISTEN CASHEL67016-Request proposed trellis iocated In other Mo.- s Show more information... r Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. Laserfiche Web Link © a+y.vedunk. welp Anpur s4 Home Brame Search TownofSoutnoid>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Name page count Template name Notices/Hearings 1957-1979 '-1980-1999 2 Entry Properties -- 2000 2009 Path 2010 TownClEoutholc4'ormg 3oard of Appeals 2Dt 1 ' (ZBA;V1`ir,uTeS,'Ajrnd)5n_eg-1I -]2012 Noticc'slHearirgs Creation date ^;201 3 11102i10'2:5::a0 F'M `7 2014 Last modified ']2015 QI 20'5 2:'5:'4-M "(20:5 2 Metadata -i 2017 "�o metatlata lsagnej Page-of I 1 I Ent, Above: Also, Minutes,Agendas,and Hearing Transcripts can be viewed. 1 ' � Laserfiche Instructions ZBA Files Page 5 Laserfiche Web Link " Myweeuna aeip About Home Browse Search Tn nCf;outhold>Zoning Board&Appeals;<BAI tainutes/Agendasilegal No0Ce5/Hearng3>2017 2017 Name pag=count Template name ZBA-01/0512017 7 Entry Properties J - _.,;ZBA-01:0512017 Agenda 4 Path --.ZBA-0110512077 wearing 40 rnwnCfsouthrnr,'.i onmg 5nat:i or Appeal, _j ZBA-01 f05/2017 LN 3 i.�Al�Hmute'.JAgendd5i!.�Pal ZB.A-0109R017 Notices/Heanrgs:20 ? ZBA-01:19/2017 Agenda 2 Creation date 12116,120152:'471 PM ,,;ZBA-02i02f2017 7 Last modified s;ZBA-02102P01 7 Agenda 4 i!19/2Cl 7 4: :59 ItA a ZB.A-02/02/2017 Hearing 45 S Metadata ZBA-02/02R017 LN 3 ZB.A-0211612017 Agenda - NO metaddta a>iigned 3 ZBA-OU7620175penal -'ZBA-03/0U2017 7 m/health/pap-smearNses2 J ZBA-0310212 0 1 7 Agenda 4 - ----- - ZBA-0310212017 Heanng 65 ZBA-03102/2017 LN 3 ,y ZBA-03116/2017 Agenda 3 ZBA-03/1 61201 7 Spedal 3 ZBA-OWG&2017 5 -J ZBA4WO6f2Ol7 Agenda 4 ZBA-0a/06/2017 Headng 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 f 4 u T1 'ki 14 kn� The following application will be heard by the Southold Town Board of Appeals at Town Hall Annex (LOWER LEVEL), 54375 Main Road, Southold The application will also be available VIA ZOOM WEBINAR - Follow link - http://southoldtownnyegov/calendar.aspx � 'AME PROCHILO , CHERYL # 8128 SCTM # : 1000= 128=4= 16ml ' -/ARIAIe10E: LOCATION REQUEST: LEGALIZE "AS BUILT" ADDITION TO AN EXISTING GARAGE E ATE THURS. , SEPT. 3, 2026 10:30 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 m N296282 -42 N2 482 N 0 �v 2 •'J 1 (1 m n 1.1A b � 12 8 J Q U 4 Z v 14.3 UO 13 10 a ': � S a 4^142 152 5 T �S aTc m 8 n(S ID 17 8 � 8 Trot l� SCALE f 1'=100 feel N 29 212 / N 293.2B2 tag-�-► � . � r�- �-i� ►A q -1q.Z N 291.482 NOTICE .U, COUNTY OF SUFFOLK © E TOWNOF SOUTHOLD SECTION NO lwil MAINTENANCE,ALTERATION,SALE OR Real Property Tax Service Agency Y ,z6 DISTRIBUTION OFANY PORTION OF THE '1� 127 VILLAGE OF SUFFOLKCOUNTY TAX MAP IS PROHIBITED 1r'p County Center LE INF atl,NY11901 M 128 x` SCALE IN FEET. WITH UT WRITTEN PERMISSION OF THE 'C`T` r}�� �� � zoo o mo 4ao A REAL PROPERTY TAX SERVICE AGENCY ��/i P DISTRICT NO 1000 PROPERTY MAP CONV'RSION GATE'Jw 19,A1T ��aP�fF° Po TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 any • Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING For Office Use PERMIT NO. Building Inspector: 6 t ~` Applications and-forms must ib filled out in their entirety,Incomplete r , applications wilf not be accepted:.Where;the°Ap'plicant is not ii owner,an Owner's Authorization form.(Page 21 shall be coinpleted. Date:01/20/26 `OWNER(S)OF:PROPERTY Name:Cheryl Prochilo SUM# 100o-1 29 03.4 3 Project Address:4714 Peconic Bay Blvd, Laurel, NY 11948 Phone#:516-946-4697 Email:cheryl.prochilo@gmail.com Mailing Address:4714 Peconic Bay Blvd, Laurel, NY 11948 CONTACT PERSON Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com :DESIG N�PRO FESSIONAL.INFORMATION Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION; h Name: Mailing Address: Phone#: Email: ;DESCRIPTION.OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other As-Built $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 8No 1 i „ ,PROPERTY INFORMATION _ Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 Non-Conforming this property? ❑Yes ©No IF YES, PROVIDE A COPY. L�:Gheck BOX After Reading The ownerJcontraitor/design.professional fs responsible for atl drainage and storm water issues as provided by Chapter 236 of theTowmtode: APPUCATIONIS HEREBYMADE to the Budding Department forthe`:issuanceof a Bwlding Permit pi rsuantto the Building Zorie Ocdmance of the Touvn of Southold,:5uffolk,Co'unty New York and other applicable Liws,OF ki4nces or Regulations,for the construction of buildings add�Uons,alterations or for reinogalb�,demolition as herem`de;trlbed The.apphcanfagrees to comply wrtti all applicable laws,ordinances budding code housirig,code and regulations and to admit autFioraed inspectors on premises and m,buldmg(si fo`r necessary inspettlons False statements made herein are„ r, I punishable as a Class A misdemeanor pursuant to Section210'45 of the New York State Penal law:_ Application Submitted By(pr' na ): AMP Architecture BAuthorizedAgent ❑Owner I Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Moo &a1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the4 (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 Is�day of < )a n • 20� in Notary z Public i CHRISTOPHER B BONDARCHLIK PROPERTY OWNER AUTHORIZATION NOTARY Pl IBLIC STATF OF NFW YORK Registration No.01 BM39944 (Where the applicant is not the owner) Qualified inSufTolkCnu y M%Commission Expires I, C (> residing at 4174 PecOnlc Bay Blvd Laure do hereby authorize AMP Architecture to apply on nVow Southol Building Department for approval as described herein. ignature Date Pr' t Owner's Name 2 tinoalnan eea allerat ion aaalt,an to a vry j vall br vmgo a Liensen Irmo c Irverar s ea1Pt � i W.alfvn I se turn /:JJ. 5ub-n lvls[nn5u. nl vtlle 51 TUT : �4T L,4URL � fIP1 Nei rant,tale Ea.ratlnn L.,w. 'OillY r'IPUPS Frnn,Itle rl9[nal I 11115 s vPy TOWN OF 5OUTHOLD ar,r.wltn rn nr,ytila7anl in rrvr ynr 5 .lam as seal snap nr r s,Uere,l to ne vain.true 1 con,ee / SU��OLK COUNTY, N.Y. 5ierttl ode of nnatcalrI n hand Snq—y lna, Ud u vev w Prrnare. m arcnraance [^.l my Code.t Cract l[e lar Land veys a.an leU / 1 La tnr rve rarl'.late A.vvc tau ion vl Prrlrsanvnal Land vra— erinl,catnv ne snail r nnly lv LIICtIIIPr•.vn IvrJwnvnc the IL-1 1 enarell,l an.r ,all la lie[Wile cnwaanrr 9nvernnien- lal ayrnty anU tentlu ny Iletutu[u in tlsltU[ )l) Iv lie assignees of Lne 1Cntmy unelonal line ei.t.n-ca- tuvns air ,at tran.l erab,e lv additional Inel slut[ors SURVEYED Oa - 09 - 98 SUFFOLK COUNTY TAX MAP 1000 125 04 16.1 a, CERTIFIED TO: t ARTHUR MORMILE MARIAN MORMILE ! t - - tlfy c, S O l 4�gY 5�0�y �SP. ,ago 1S'� ply o i ry ENLARGEMENT V/•. � !fit (,• COO Q , . ll� �i• \\4 ' o4) OF - K t. w+. C1 ° _ •1F'G \ glary Nye• ,I,JY.. 1 dil O \ 0, G ame O NOTES: OEARINGS AND DI5TANCE5 FP.OM "SURVEY OF PROPERTY FOR LOT LINE CHANGE" AS SURVEYED PAY PECONIC. SURVEYORS II - Ll - 12 ARF_A = 15?62 5F 0.55 Ac:.RES DENOTES WnOD FCNCF- �� 7 \ ✓ CD \ c- ,0 �3 lv ` RAFIHIL SCALE 1 "=40 N.Y.S. LIC. NO. 50202 JOHN C. EFiL`�RS'LAND SURVEYOR 6 EAST MAIN STREET RIVERHEAD, N.Y. 11901 369-8286 Fax 369-8287 REFERENCE # 98-211A 0 40 "u '� 0 DISAPPROVAL SITE PLAN HATCH KEY: e' ® PROPOSED BUILDING ADDITION - ? a ® PROPOSED ACCESSORY STRUCTURE Q VA PROPOSED 2ND STORY W Ai .W_I cc C� � Ln O = a) O C co Lo CL lk O Opp a_+co C9 116.�f 8' SIDE YARD N25°25'25"E '^ ""•"', .'°°i*' iz' � a o q�Kf,r 4 i "sy :, q :� C 1/ 4 W ^� �, ..s 4$�•_ '..<^t�",' < e +1 '' had , „ °R 'F ' H DEGiG EXIST. 1 STORY O EXIST. DWELLING I-L PROPOSED DWELLING WORK ; ' OUTDOOR 0 NOT A PART OF THIS APPLICATION SH WER; ROOFSUBSJEGT PROPERTY Gb\/ER TO BE ' p REiw(01/ED LOCATION MAP Q �^ 1 jj I p SCALE: NTS W < EXIT'S . ROOF j y d IOV R PA4T10 TO % %/r," } �E RE1M0\/ED N /� *PROP. I Z �� �� ��� F A D E w ADDITION O WOOD DECK PROP. REMtO\/ED EX157. PORCH I � 5_5U I LT GH4NO 5 TO EX I STI NC S R SE 5-001 .00 PROJECT LOCATION & SCOPE 0 OARAOE SITE PLAN & ZONING DATA I I —o O �—OO2 .00 GENERAL NOTES _ ./ ORAVEL I F O�E�T E)A TA ENERGY TABLE nn S h LLiL l DRI\/EWAY N 5' SIDE/REAR N-74°12'10"E �`1 STRUCTURAL DESIGN CHARTS YARD 25.5o I ��� ��/�� I z C�—OO�J .00 HOLDOWN, ANCHOR BOLT, SETBACK STRAPPING, & NAILING DETAILS FASTENING SCHEDULE r I O W PROJECT / ZONING DATA 5-OO�.00 FRAMING GRAPHICS ( _ TAX MAP # 1000-128-3-13 BEAM CONNECTION PATTERNS JW FIREBLOCKING DETAILS ZONING DISTRICT R-40 NON-CONFORMING (x LOT AREA .35 ACRES — ( Q ,0® EXISTING DEMOLITION PLANSEXISTING PLAN z v, �I PRE-EXISTING CofO PENDING EXISTING GARAGETION FLOOR PLAN ui EXISTING GARAGE ROOF PLAN 0 0 U IYI A— 02 .00 EXISTING EXTERIOR ELEVATIONS BUILDING SECTIONS DESIGN DETAILS Ioe PLUMBING RISER DIAGRAMS o LOT COVERAGE PROJECT: 5OUTHOLD TOWN CODE 280-124 DESCRIPTION (FOOTPRINT) AREA LOT COVERAGE PROCH I LO I / TOTAL LOT AREA 15,262.0 S.F. GARAGE EXISTING DWELLING I,7125.0 S.F. 11.5% EXISTING GARAGE 515.0 S.F. 3.4%, 4174 PECONIC BAY BLVD EXISTING WOOD DECK a5.0 S.F. 0.6% LAUREL NY 11948 (SOUTHEAST) EXISTING SHED 102.0 S.F. O."19b PROPOSED DWELLING ADDITION 111.0 S.F. 1.39a DRAWING TITLE: PROPOSED COVERED PORCH 50.0 S.F. 0.5 PROJECT LOCATION &SCOPE TOTAL AREA OF ALL STRUCTURES 2-714.0 S.F. I-r.85yo SITE PLAN & ZONING DATA MAXIMUM LOT COVERAGE ALLOWED: 20.09b *PROPOSED WORK NOT A PART OF THIS APPLICATION PAGE: G-00loOO ACCESSORY STRUCTURE REQUIREMENTS 50UTHOLD TOWN GODS 28 DATE: 010-124 /20/26 1 OF 6 EXIST. COMPLIES 51 TE PL A N SITE LAYOUT NOTES: 4 f� I. THIS 15 AN ARCHITECT'S SITE PLAN $ IS MAXIMUM HEIGHT 18.0' 13.5' YES SUBJECT TO VERIFICATION BY A LICENSED SCALE: I = 15-O SURVEYOR. THE INFORMATION MINIMUM SIDE YARD 5.01 10.11 YES REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. MINIMUM REAR YARD 5.0' 26.0' YES 2. 5URVEY INFORMATION WAS OBTAINED 1000 515.0 �' ~ FROM A SURVEY DATED OQ/Oq/IcM5 MAX. SQUARE FOOTAGE YES AND PREPARED BY: JOHN G. EHLERS <<"" 6 EAST MAIN STREET ° '` ''-�, • RIVERHEAD, NY 1IQOI 631-36a-8288 NOTE5 � 5FEc�1�I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS SITE WORK AE35RE Y I AT I O I�lS I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 b BETTER (Fb = 575) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR IT 15 THE CONTRACTOR'S RE5PON51SILITY TO KEEP THI5 CON5TRUCTIONI DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION TOÐER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY'TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, SPECIFICATIONS,AND SE FAMILIARIZEI7 WITH THE PLANS PRIOPZ TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED RECEIVE CLARIFICATION FROM ARGHITEOVENGINEER PRIOR TO PROCEEDING. BFE BASE FLOOD ELEVATION INT. INTERIOR d 8" MIN. FOUNDATION EXPOSURE. AOENGY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q 3, SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. EXCAVATE AND BACK FILL, FOR WORK INDICATED ON DRAWIN65. BLDG. BUILDING K KIPS (1000 LBS) O GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) Vxb",UNLESS (1) Vxb" SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING uj I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. BM BEAM MANU. 5PEG.'s MANUFACTURER'S 5PECIMCATIONS APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS J cu APPLICABLE AS A DERIVED WORK). 4. NEW AND EX15TINO BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE B.O. BOTTOM OF MAX. MAXIMUM (y) 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TEGO OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE Q .1--+ (�J ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATIcON OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM MECH. MECHANICAL 0 �� � 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL 5. PROTECT TREES WITHIN E161HT FEET OF THE BUILDING. b 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM O AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH 1.5. FOUNDATION, CONCRETE, AND MASONRY G.J. CEILING JOIST NAVD85 NORTH AMERIGAN VERTICAL DATUM OF IQ58 'Z = � O U.O.N. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT L" Z 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, APPLIES TO THE NEW WORK BlEIN6 PERFORMED AND SHALL COORDINATE THE COL. COLUMN NYG BG NEW PORK CITY BUILDING CODE O N OF THE OWNER/BUILDER INCLUDINO END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED a '- 7. ALL BEAMS, ORDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE ORADEMARK OF A LUMBER GRADING OR IN5PEGTION AGENCY 5UB-CONTRACTOR5 IN SUCH A� MANNER TO ASSURE THAT THE CONDITIONS OF � cz LO U � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JJOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GONT. CONTINUOUS O.G. ON CENTER 5. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. SHALL BE CLARIFIED WITH THE ARGHITEEGT/ENGINEER BEFORE PROCEEDING AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE � p a.�., N GRADEMARK SHALL INCLUDE AN EASILY D15TINOUISHABLE MARK OR 2. ALL FOOTINGS TO BEAR OIN FIRM, VIRGIN, UNDISTURBED SOIL DBL. DOUBLE 000. OCCUPANCY O O (9 WITH THE WORK. � m �a-+ ,- 41. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE .- O a-J Ln 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-941. 5. SOIL TO HAVE MIN. BEARINcG CAPACITY OF (1) TON/50. FT., U.O.N. DFE DESIGN FLOOD ELEVATION O.H. OVERHANG 71 c N 'C5 c>3 UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 4. FOOTINGS TO REST A MIN. (OF 4'-O" BELOW GRADE, UNLE55 DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q O cl' 2: (51.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET '1. CONTRACTOR TO VERIFY DIMEN5IONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON HALLS AND THE PROVISIONS OF AN51/ALTO A I QO.I STRUCTURAL GLUED LAMINATED OTHERWISE NOTED BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. I D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN S. HALLS TO BE POURED COMCRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODE5.. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED I EA. EACH PL. PLATE ^ ` WOOD I-JOI5T5 SHALL MEET THE PROVISIONS OF A5TM D5055 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION HALLS W 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABL15HIN6 AND MONITORING UNTIL Ial TIER OF FRAMING IS IN PLACE. ELEV. ELEVATION PLYWD. PLYWOOD NAILING A5 PER FASTENING SCHEDULE ON PAGE G-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-J015T5, THI5 L_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL IN5PEGTIOMI5, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL -1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. EQUIP. EQUIPMENT 11 P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH TYVEK HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE APPROVED EQUAL. EVALUATION REPORT. 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED EXIST. EXISTING REO'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA SOLID WITH CONCRETE. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT' WRITTEN 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NGLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR RI RISER UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. 9. ANCHOR BOLTS SHALL BE IIN ACCORDANCE WITH PA6E G-005. PERMISSION FROM THE ARCHITECT. U51N0 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE � OOM RM. R -- 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF 7HE WORK AND 15 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 „ ` RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY V-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS DAYS OF 4,000 P.S.I., U.O.N. FAR FLOOR AREA RATIO R.R. ROOF RAFTER ( 'W) 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUIPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. ": F.A.Y. FRESH AIR VENT STL. I STEEL "�J I5. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE II. GONG. SLABS TO REST ON iMIN. OF b FINE GRAVEL OR SAND WITH 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USIN6 PREFABRICATED 6 MIL. POLYETHYLENE VAPOR:BARRIER UNDER a 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE FF FINISHED FLOOR S.V. SMART VENT TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, I5. BRICK VENEER TO BE ANG4HORED WITH CORROSION RESISTANT TIES - ' ` 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. (1) WALL TIE PER (5) 50. FT. F.J. FLOOR JOISTS TEMP GL. TEMPERED 6LA55 V 15. THE CONTRACTOR SHALL CARRY WORKMAN'S STATCOME LOCAL AND GENERAL I5. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 14. FLASH JOINT AT BRICK LEm6E AND PROVIDE WEEP HOLES, LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB I.b. 6YPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MAX. 32'-O" O.G.,TO DIRECT ZANY CONDENSATION TO THE EXTERIOR. FOUND. FOUNDATION THK. THICK AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM WALLBOARD, A5TM 057 SPECIFICATION FOR 6YP5UM LATH,OR A5TM C711 FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL `^ ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR OYP5UM SHEATHIN6 BOARD. I5. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. v I THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 141. AT ROUGH OPENING5 PROVIDE ALL APPLICABLE NAILING AND STRAPPING, FROM FOOTING TO 2" ABOVE FINISH GRADE. COMPLETION OF PROJECT. AS PER PAGE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD n, MEET THE PROVISIONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF 16. NO CONCRETE OR MA50NRIY WORK 15 TO BE PERFORMED IN TEMPERATURES FRPR. FIREPROOF TYP TYPICAL VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL55.6 HARDBOARD 51DIN6. OF 40°F AND FALLING, UNLE5s5 APPROVED BY ARCHITEOVENGINEER. NO P. ARCH ITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w Q /AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD CONCRETE SHALL BE PLACED> ON FROZEN SURFACES. FTC. OTING 5 AGAINST ALL CLAIMS, DAMA6E5, LOSSES AND EXPENSES, IMICLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: FO U.O.N. UNLE5 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY GYP. BD. GYPSUM BOARD VERT. VERTICAL - 5: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L05i5 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ARCHITECT/ ENGINEER. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND 15. PROVIDE BITUMINOUS JOINTSS BETWEEN SLABS AND FOUNDATION WALLS AND ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM)). (B) IS CAUSED IN � < ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WHERE EVER APPLICABLE. HDR HEADER w/ WITH WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 19. UNLE55 OTHERWISE INDIGATrED, ALL FOUNDATION FOOTINGS ARE TO BE A CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. MIN. 10 DEEP PROJECTING 6"' ON EACH SIDE OF THE FOUNDATION WALL. BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 GAUSEL7 IN PART BY A A. WEYERHAEUSER TRU5 JOIST 2.0E MICROLLAM LVL PROVIDE TWO #4 DEFORMED ]BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. B. GEOROIA PACIFIC 2.OE G-P LAM LVL 1.5.2. ORIENTED-5TRAND BOARD (05B), WAFERBOARD ORIENTED-5TRAND CONCRETE SLABS TO HAVE 6>x6 10/10 WELDED WIRE REINFORCING. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET I5. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. WEYERHAEU5ER TRU5 JOIST 22E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 20. FOR SECOND STORY ADD>ITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED J - BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, tNAILIN6, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT AS IN 50LID $ SOUND CONDITION WITH I SU TITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" ll��ll F E N E 5TRAT O N. RE O U I RD\�E NTS OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED B'r� THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR DEEP 8 3-O BELOW GRADE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN&S, SPECIFIGATION5, 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMIN6 MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ASPHALT ROOFING SHINOLES AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S I.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL I. ALL SLOPED ROOFING 5HINC5LE5 SHALL BE OAF-GLA55-A ASPHALT ROOFING AUTHORIZATION OF THE ARCHITECT/ENOINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY SHINGLES OR APPROVED EQUJAL. COMPONENT PROPOSED DES I O N CODE FRE50R I FTI VE \/ALUE $ GOMPL I ES 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (FER 2020 NY5ECCC) Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 NOT O GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES H THE EVALUATION REPORT. 2. SHINOLE5 SHALL BE APPLIED OVER 150 BUILDING FELT, UNLESS OTHERWISE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AMU7 CONDITIONS OUTER THIRDS THE THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE PERTAINING ARE TO BE FIELD VERIFIED. 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS AND WATER BARRIER FROM EDDGE OF EAVE TO 24" INSIDE EXTERIOR WALL RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN5I/AHA AI44.1 CELLULOSIC LINE d 24" FROM ALL VALLEIYS AND ROOF FLASHING CONDITIONS U-VALUE = 0.25 MAX. U-VALUE = 0.52 20. CONTRACTOR TO REMOVE B RELOCATE AS REQUIRED FALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM C205 . , .STANDARD SPECIFICATION FOR FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/SF YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMANI LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF AIR LEAKAGE = 0.50 GFM/5F PER R402.4.5 8 TABLE R402.1.4 - CLIMATE ZONE 4 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFAaCTURER'S 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONSTRUCTION. SPECIFICATIONS, UNLESS NOTED OTHER6^U5E. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIN. R-VALUE = 50 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 4. ROOFING 15 TO BE APPLIEC� IN STRICT ACCORDANCE WITH MANUFACTURER'S FULL HEIGHT OF UNCOMPRESSED INSULATION TO 22. PROVIDE FIREBLOGKIN6 AS PER NEEW PORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED SPECIFICATIONS. EXTEND OVER THE WALL TOP PLATE AT EAVES; HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (PS- 1), THE GOVERNING BUILDING COD CEILING R-VALUEE, AND ANY ADDITIONAL R-30 GATT INSULATION CEILING AREA SHALL BE LIMITED TO 500 S.F. OR YES OF THE HOLE SHALL NOT BE CLOSER THAN 5/5 TO THE EDGE OF THE STUD. REQUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION 5. NAILING OF ROOFING 5HALLL BE TO CODE. (WITHOUT ATTIC SPACES) 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGA�IN5T ANY REPORTS. 209b OF TOTAL INSULATED GEILIN6 AREA, UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHITEG7URAL WORK5 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. WHICHEVER 15 LE55. COPYRIGHT PROTECTION ACT OF 141010 (AWCPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE 25. FOR NEW HALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 221 THROUGH M 2.2.7. PERMITTED PER R402.2.2 $ TABLE R402.1.2 - CLIMATE ZONE 4 . . CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, MIN. R-VALUE = 50 (CAVITY), OR GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 6-005 $ 0-004. THE FASTENING SCHEDULE '1. PROVIDE (2) LAYERS OF 154# ASPHALT BUILDING, FELT UNDERLAYMENT FOR ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND 2:12 PITCHES TO 4:12 PITGHE5i EXTERIOR (2"xb") WOOD R-31.5 SPRAY FOAM CAVITY 20 (CAVITY) + 10 (GONTINUOU5), OR CONSTRUCTION;55TD 10-q'-1 AND 2015 55c HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). FRAME WALL R-VALUE INSULATION (4.5" THICK ® R-'1/INCH) 15 (CAVITY) + 20 (CONTINUOUS), OR YE5 Z CONSTRUCTION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 5. ASPHALT 5HINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 20 (CONTINUOUS) I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS +f MANU. SPEG.'s). 2.2.2• LAG, SCREWS: LAG, 5CREWS OR LAG, BOLT5 SHALL COMPLY WITH ANSI/ THE SEALANT TO UPLIFT FORGES USIN6 ASTM D 6351. PER TABLE R402.1.3 - CLIMATE ZONE 4 E FLOORS, STUDS AND ROOF FRAMINCS SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ASME BI5.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). O COMPLIANCE STATEMENT: Q 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND 5PECIFIGATIONS ARE IN 26. COLUMN BEARING A5 FOLLOWS: GYPSUM WALL BOARD INCLUDED IN THE STANDARD BUIMANU GODS, SECTION 2'.306 OF IBC SHALL WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, SHALL MEET THE REQUIREMENTS OF ANSI/CONNECTED PI 1 NATIONAL DESIGN I. GYPSUM WALL BOARD SYS1 EMS SHALL BE OF A TAPE JOINT AND JOINT COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NG CHAPTER 4 (RE]. � BE USED IN ACCORDANCE WITH MANUFACTURER'S REGOMIMENDATIONS. TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, COMPOUND METHOD. „ THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS WALL w/STEEL SHIMS d A MIN. 5/4 OF NON-SHRINK &ROUT. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SECURE w/(2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® AS SET FORTH IN THE MANUFACTURERS GORE EVALUATION REPORTS. 2. ALL GYPSUM BOARD 5HALLL BE 1/2" ON HALLS AND GEILIN6, UNLESS TABLE R301 .1 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL EXIST. WALL5 8 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOR ANY OTHERWISE NOTED. WATER RIE515TANT (W.R) AT BATHROOMS AND WHERE CLIMATIC $ GEOGRAPHIC DE51ON CRITERIA ci AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. I6" 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND DEEMED APPLICABLE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 6AOE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, p 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUGTWRAL PANEL WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 5. 5/5", ONE HOUR RATED, TYPE W 6YPSUM BOARD ON CEILING AND WALL5 GROUND SNOW LOAD 25 LBS SHEATHING AND SIDING, FRAMING ANCHORS OR CONNEG%TORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ALLOWABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUD-5, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S IN EACH DIRECTION BEYOND •iTHE UNIT(S). ALSO AT HEAT PRODUCING STRUCTURAL MEMBER BASIC WIND SPEED I50 MPH PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. EQUIPMENT, CONCRETE BEYOND 7 E IF PLACED ON WOOD FRAME, INSTALL DEFLECTION U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG CONCRETE PANELS OF 5/5" RZ OR IF P MINIMUM. 5. RIDOE STRAPS SHALL BE ATTACHED TO EACH PAIR OF' OPPOSING w/6 R15E 8 w/(2) /4 O BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEOORY B PROCH I LO RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x,4" LUMBER 15 SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FA5TENER5: NAILS, SPIKES, AND STAPLES. 4. FINISH JOINTS,J-BEADS,NAIL DIMPLES, CORNERS, AND ED&ES SHALL BE W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS L/150 GARAGE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTAGYH TO EACH PAIR OF SEISMIC DESIGN CATEGORY B TAPED AND RECEIVE THREE C:.OAT5 OF JOINT COMPOUND. ALLOW 24 HOURS RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES &LA55 WINDOWS AND DOORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. INTERIOR WALLS d PARTITIONS WOO 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE WEATHERING SEVERE MANUFACTURER'S CODE EVALUATION REPORTS. 5. METAL CORNER BEAD TO E3E USED ON ALL OUTSIDE CORNERS AND AROUND 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ALL OPENINGS. FLOORS 4 PLASTERED GEILIN65 1•/560 16" WITHIN 4' OF EXTERIOR CORNERS. CLEARANCES ARE PROVIDED. 2.2."1. 50REW5: SCREWS SHALL COMPLY WITH AN51/A5ME B I5.6.1 FROST LINE DEPTH 3'-O" WOODSGREWs (INCH SERIES). 6. FASTEN 6YP5UM BOARD A:S PER FASTENING SCHEDULE ON PAGE 6-005. ALL OTHER STRUCTURAL MEMBERS L/240 4174 PECONIC BAY BLVD 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE 51HALL BE ANCHORED 5. ALL 5LIDIN6 &LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, LAUREL NY 11948 OF J" AND Vx3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE UNLESS OTHERWISE NOTED. MECHANICAL CONNECTIONS: EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PLUMBING BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7' IN GONGRETE/MASONRY MANUFACTURER'S SPECIFICATIONS.TIONS. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE I. CONTRACTOR SHALL INSTALL_ WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS O SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. L/120 GENERAL NOTES ENERGY CONSERVATION CONSTRUCTION CODE. BY "SIMPSON MANUFACTURER. ENERGY TABLE CODES AND REFERENCE STANDARD: 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 NEW YORK ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. AND AT BASE OF VERTICAL W5TE PIPES. STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2025 NEW YORK STATE RESIDENTIAL. GODS, 2025 INDICATED IN „51MPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL AA NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2025 NEW YORK LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER STATE ENERGY CONSERVATION CONSTRUCTION GORE. 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL LOADING VALUES ARE _E55 THAN WHAT 15 SPECIFIED BY "51MP50N"SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. FOOT. STRUCTURAL. DE51 ON LOALD5 5. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5. GENERAL TRAP AND WASTE' SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024E WOOD FRAME SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - D15H WASHER...........................................2" PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 3 PAPER ASSOCIATION - KITCHEN SINK..........................................2 USE LICE LOAD DEAD LOAD MANUFACTURER 5PECIFICATIONS OF THE PRODUCT BEINO INSTALLED. (AF4FA) AMERIGAN WOOD COUNCIL (AWC). q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO 5U55TITUTE WITH - LAVATORY.................................................2 ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE - 5HOWER/TUB............................................2" EXTERIOR BALCONIES 40 psf G-002mOO 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2025 NEIW YORK STATE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER p 15 psf SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - TOILET..........................................................3 PLUMBING GORE. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - LAUNDRY ..................................................2" CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, T VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - FLOOR DRAIN...........................................5" 40 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2025 NEW YORK STATE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS ARCHITECT MECHANICAL GORE AND 2025 NEW YORK STATE FUEL OAS GORE. REQUIREMENTS. 6YSTEMS TO HAVE ONE: 5" MAIN VENT STACK AND INCREASED TO 4" PASSENGER VEHICLE OARAGE5 50 psf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRI C 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE 5. ALL CONNECTORS SPECIFIED AS A SIMPSON HROU H TOP MOUNTED BEAM UNINHABITABLE ATTICS WITHOUT STORAGE DATE: 01/20/26 2 OF 6 CODE, NFPA 70 AND 2025 NEW YORK STATE ENERGY CONSERVATION HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN t (MAX CLEAR HOT< 42"9 10 psf 15 psf TEMPERED 6LA55. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CONSTRUCTION CODE. DRAIN COOKS AS REQ'D. H05E BIBS SHALL BE PROVIDED WITH BAGKFLOW UNINHABITABLE ATTICS WITH STORAGE II. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS PROTECTION. (MAX CLEAR HOT > 42") 20 psf 15 psf SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING ELECTRICAL: PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED HABITABLE ATTICS 4 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM A57M EI9Q6 AND A57M E1556. GARAGE DOOR GLAZED OPENING PROTECTION INSULATION WITH BACK FLOW PROTECTION.. ATTICS SERVED BY FIXED STAIRS 50 psf 15 psf TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2025 NE_W YORK STATE SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED p� ENERGY CONSERVATION CONSTRUCTION CODE. STANDARD OR ANSI/DASMA 115. (NYS RG R501.2.I.2) FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. Q. THE WATER SUPPLY AND SAPNITARY SYSTEM SHALL COMPLY WITH LOCAL ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf 1 s FOIL TO BE PLACED TOWAR WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REOULATION5. -<�P A D , 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS GERT'IFIGATE UPON 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 1�+ F�\- , }` COMPLETION OF WORK. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 5LEEPING ROOMS 50 psf 15 psf ` .I'A THICKNESS OF NOT LESS THAN 4" AND A SPAN OF NOT MORE THAN 5' SHALL 10. APPROVAL AND INSPECTIOhN 15 REQUIRED BY LOCAL JURISDICTION PRIOR P P ,Q/ J �' WALLS FROM b BELOW GRADE TO 24 $FLOW GRADE IF DESIRED BY TO CONGEALMENT OF PLUMBINdG. e_1`, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F. ') .• :- 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE STAIRS 40 psf 15 psf _ ': - GENERALLY, VERIFY OR PROVIDE HARD WIRED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE FOUNDATION WATERPROOFING. 11. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING CODE. p p <,.. , SMOKE DETECTORS w/BATTERY BACK-UP IN: PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS (;. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED GUARDRAILS AND HANDRAILS 200 psf 15 sf �; 1, _ t R501.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 5. 6ENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF, p P A. EACH 5LEEPING ROOM - 41 R-50 FOR FLAT GEILIN65 (I). ' •-:� _'s- }. VCORRO51ON-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE :=• 7,� �. � ON THE BUILDING. , ,a B. OUTSIDE OF EACH SEPARATE SLEEPING - 5.5 R-15 FOR 2 x4 WALL CONSTRUCTION WATER CLOSET CONNECTION. MHERE A 5' BEND 15 UTILIZED, A 4 x3 FLANGE ROOF LOADING (LIVE = OROUND SNOW LOAD) 25 psf 15 psf /1 f -` " 0 AREA IN THE IMMEDIATE VICINITY OF - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION SHALL BE INSTALLED TO RECEEIVE THE FIXTURE HORN. ®i is ` THE BEDROOMS (GENERALLY THE HALLWAY) - 5.25" R-21 FOR FLOORS C. EVERY LEVEL OF DWELLING *ALL STRUCTURAL DESIGN CON51DERATIONS ARE IN CONFORMANCE WITH (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDIN05 AND OTHER STRUCTURES) HOLDOWN DETAILS T`rF I GAL. NA I L_ I NO/STRAFF I NO REOU I REMENTS FOR FA57ENINO SCHEDULE A ALL HARDhdARE TO BE INSTALLED AS PER MAN). SPEG.'s;MANUFACTURER UFL_ I FT, SHEAR, LATERAL_ N ND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, a MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED Q AND ROUGH OPENING FRAMING REQUIREMENTS) 0 "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "51MP5ON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE LLI FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cu HOLDOWN HOLDOWN B FASTENER SPEC. FASTENER � ' ' DESCRIPTION —] m Q � N GONNEGTION A NA NO OR ID AND aUANTIT`I' SPACING '� LO w FOR NEW a EXIST. ROOF GE I L I NG FRAMING FOUNDATIONS AT RAFTER TO RIDGE �ry 7( O I.DIM's ARE ALL MIN.Wa BASED ON USE OF ONLY A Ibd >' (D ENDWALL --"" CONNECTION: +_ P_ COMMON NAIL w/o PREBORED HOLES. i ENDWALL ..-•••-'"""" 2.. -- RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER O N z O (5) 2x FULL (3) 2x FULL CORNER STUD 41 2.WOOD 15 ASSUMED TO BE D,F,k2 3 BTR. IN DRY USE HEIGHT STUD\ HEIGHT STUD CONNECTED TO FOR STRAP - 3 5 d* COMMON R.R. 2. iv SERYIGE �" •C>3 LLO -Y CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER J015T U ONNEGTED TO 5.5HOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 2 X (V TRANSFER SHEAR �ry • (EVIDENT DURIN6 INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP O 4 C9 SIMPSON HD05 FOR ROOF SLOPES UNDER 5:12 WITH • r HOLES,SET NEW MEMBER. m HOLDOWN ANCHOR ® 2-16d COMMON 1— O 2-16d COMMON ROOF SPANS OF 24 OR GREATER, LOCATIONS NOTED NAILS ® 6 O.G. 8 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP � N Occ NAILS ® 6 O.C. a USE 4 8 d COMMON NAILS ® EA. O" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOGKE „ ,.. 1� CORNER POST END OF STRAP. ES ?° 5.SEE 5EGTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q O CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A CIO'ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE "�"•"""'"w"," GRAPHIC BELOW) °SIMPSON° HD05 "-�. THE ABOVE ASSUMES A RAFTER SPACING OF 16" O.G.; FOR SPACIN65 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-56 COMMON EACH END HOLDOWN ANCHOR OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES a TABLE W LOCATIONS NOTED a GR 4-I. ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END GONNEGTION BI 4 B2 ' a AT RAFTER TO TOP PLATE TO STUD WALL FRAM i NC HOEDOWN INSTALLATION OPTIONS: • GONI��EGTION: --^""" o ° 82 --""„ „„ TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT T FOR NEW P. GONG. FOUND. s " FOR STTRAP - 3 8 d* COMMON NAILS ® EA. ," � HOEDOWN CAST IN PLACE w/1/5"0 THREADED ROD f -"' END OF STRAP. • • v • • • S� , IWHEN IN TOWN OF ISLIP OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.s • • • • -1/5"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO "GTE iGEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH 5TRENGTH EPDXY B I • • IMAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ('� ADHESIVE), Q FOR TEMP.'S O°F-40°F USE "51MP50N" AT !SIMPSON #H2A (OR EQUAL) RAFTER TIE �'" " W (HIGH STRENGTH ACRYLIC ADHESIVE) I HEADER TO HEADER (FACE-NAIL) I(od COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS "`` .., FOR EXIST. / NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES 50LID 8 CAST IN PLACE HOLDOWN USE SAME • CONNECTION - - ..._w, FOR G:.J. TO R.R. - ci Ib d COMMON NAILS 0 w/"I/5 THREADED ROD REOUIREMENT5 FOR "`"""" ^--- ,k-" • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON 1� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE OR BELOW HOEDOWN Or HOLIDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAM I NO •!—^ V FOR NEW 4 IONST, FOR NEWLY POURED CONNECTION GI G2 • J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JO15T FOUNDATION • , FOUNDATION ® ONE STORY ONLY . C)w (3) 2x FULL ENDWALL nWBRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END> Q HEICCHT :STUD CORNER STUD ONNECTED TO , BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END` TRANSFER SHEAR AT STUD TO FLOOR A55EMBLY BLOCKING TO SILL or "SIMPSON" HDOS (3) 2x FULL "" " 02 •---••- ---• TO STUD CONNECTION: TOP PLATE (TOE-NAIL) HOLDOWN ANCHOR 0 2-I6d COMMON HEIGHT STUD --"'"' " • 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 3 „.•-„" ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 5 Jd* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER P05T ° NAILS ® EA. END OF STRAP 1�, ) JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE $ OR 2-I6d COMMON ,� - ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® O. . BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATH I NO a d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ' a "SIMPSON" 5T 14 GONNEOTION DI D2 SOLID PERIMETER EDGE ZONES ad COMMON b" EDGE /b" FIELD BLOCKING GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. HOLDOWN INSTALLATION OPTIONS: m EA.BAY UP TO 4" RAKE OVERHANG FOR NEW P. GONG. FOUIgD.'5 HOLDOWN CAST IN PLACE w/7/5") THR!ZADED ROD • AT STUD TO FLOOR ASSEMBLY TO 51 LL GE I L I NO SHEATH I NO FOR EXIST. P. GONG, OR NEWLY CURRED FOL'UND.'s • '1/5"m THREADED FzOD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 CONCRETE w/ "51MP50N" SET (HIGH 5TR:ENCGTH EPDXY ;7 1/2" MIN. ADHESIVE), d FOR TEMP.'S O°F-40°F UB FOR STRAP - _5 d* COMMON NAILS 0 EA. E "SIMPSON" AT CORN GYPSUM WALLBOARD 5d COOL ER ° ERS "1" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) � ONE E R � �'" ° •° END COF STRAP (WRAP STRAP UNDER SILL FL.) FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE WALL SHEATHING E a FILL TOP 2 COURSES 50LID E CAST IN PLACE HOLDOWN o ° FOR IEA. PLATE TO STUD ABOVE $ OR BELOW - N w/1/5"0 THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 112" FIELD ALTEIRNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 1" EDGE / IO" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR --.-•.•.—-••.-- STRAP w/(s) Z ~.. a Sd NAILS* EA.END N L_ N O/S TR A F F I N O Jul I N D O Jul/DOOR HEADER 5TANDARD/ALTERNATE EG2UA,L) ® PLATFORM TO SILL PLATES OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) o ALTERNATE USE SIMPSON H2.5A) 0 NOTATION: A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING (20I5 WFGM,TABLE 3.1,P. 15q);WHEN STRAPP N6 GONNEGTI ON E STRUCTURAL PANELS: it REQUIRES OVER 14 NAILS, USE SIMPSON 0516 STRAPPING (OR EQUAL). "�"„" I" or LESS: COMMON 6" EDGE / 2" FIELD ".....-••~""""'••„"„"..• • GREATER THAN I": 10d COMMON 6" EDGE / 12" FIELD � B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255, P. ell) „„ ""„-„"" • G - NUMBER OF FULL HE15HT KING STUDS ® EA. SIDE OF HEADER(2016 WFGM,TABLE 3.230,P. 211 ALTERNATE A5 PER TABLE 3.23D,P. 2413) • 1 - NAILING REOUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. LLI A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE AT 57UD TO FLOOR A55EM5LY TO 51LL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2015 WFGM, TABLE 3.1, P. ISq) ° a PLA7E(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 WFGM, TABLE 3.22F,P. 5) °° ° a ° a SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (3-PLY) - NUMBER OF JACK STUD5 ® EA. END OF 3-PLY HEADER (2015 WFGM,TABLE 3.22F,P. 2 5) a °a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK 5TUD TO END OF SILL(5) ® EA. IDE �., ° a, ° ° tl ° °as 2 - WHEN WALL 5HEATHIN6 I5 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E_ (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.5, P. IOU ""._ ° ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. END OF 5TRAP (WRAP STRAP UNDER SILL PL) 3 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH PROCH I LO FASTENING SCHEDULE 8 ° ^°d 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE " g` USED. F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ��" d (IN ACCORDANCE WITH WOOD FRAME CON5TRUCTION MANUAL 2015 EDITION) -.". W FOR EA. PLATE TO STUD ABOVE OR BELOW - 2 16 d COMMON NAILS GARAGE A NOTATION SIONAGE FOR TRUSS TYPE, PRE-ENGINEERED ROUGH A B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER GON57RUG7ION OPENING HDW HDW THE FOLLOWING 516NA6E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 4174 PECONIC BAY BLVD 2'-0" 2 1 I 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE LAUREL NY 11948 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 1 1 3 S '1� I G I NO O TOi= �L_AT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIR5T RESPONDERS WITH APPROVAL BY THE BRAGINO/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xlo" HDR (MIN.) U.O.N. b'-o" 4 1 5 4 1 1 4 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE � � 8'-0" 6 2 5 5 1 1 5 }— SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® LOGKIN6 m 12" O.G. GONSTRUGTION TYPE DESIGNATION SHALL LENGTH 4'-0" O.G.\<TOAGHEIVE RAKE O.H. BE "I" "II" "III" "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES B8G - 10'-O" � 2 4 6 2 I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROO THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 8 .2 5 8 2 I 8 BUILDING MINIMUM SPLICE"'" BUILDING MINIMUM 5PLIGE''2-" THE NY5 BC. DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(3) PAGE: Sd NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-0"/2'-6" 12'-0" 3'-0" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 1 C/ 16'-o" 3'-0"/3'-q" 16'-0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER —0®3 . ANG��OR BOLT SFE F I GATT ONS CONSTRUCTION AS FOLLOWS: - "F" = FLOOR FRAMING, INCLUDING 20'-O" BLOCKING 2 BAYS _ =';:. GIRDERS $ BEAMS 6°-12" SPECIFICATION (20I8 WFGM TABLES 3.2A 8 3.25, P. 151-160) - - "R" = ROOF FRAMING CORNER gq 24--0" 4'-0"/5'-0" 24'-0" 6'-0" BACK® 4 O o.G. - "FR" = FLOOR ffi ROOF FRAMING DATE: 01/20/26 3 OF 6 CONDITION FOR ALL STRUCTURES: 5/e"0 ANCHOR BOLTS ® 3q" O.G. 28'-O" 5'-O"/b'-3" 28'-O" 7'-O" • • iv 52'-0" 32'-O" 8'-O° SECOND FLOOR .: 36'-0" 9'-O" I ; NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENOTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" S'-O"/10'-O" 40'-0" II'-O" "° 4 4-'A I. MIN. -I" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS w/ 3 SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.C. END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED SO'-O" 10'-0"/12'-6" 50'-O" 13'—O" r ti CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL IN EXPOSURE B TYP. STRAP w/(3) STROKE ?' lb + I TOP TWO COURSES SOLID 5d NAILS EA. END Cx ri 3.TABULATED SPLICE LENGTHS ARE BASED ON B FOOT WALL 60'-O" 12'-O"/15'-O" 60'-O" ib'—O" OF EA.STRAP < LATERAL LOADS SHALL BE MULTIPLIED BY H/8; , „ FIRST FLOOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR t a. OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE '701-011 141-011 -IO-O IQ-O II• PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR If 3. ANCHOR BOLTS ARE TO BE BETWEEN b" Q 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). N waa,.v " 50'-o" I6'-O" 50'-O" 22'-0" b:,' ?f..; -�_,>.,: FROM ENDS AND CORNERS (TWO ® CORNERS) el'HALL- 1.125 REFLECTIVE REFLECTIVERED PANTONE WHITE (SEE DIAGRAM TO LEFT) IO'WALL- 1.25AS W WALL- 1.5'75 THI5 COLUMN w/MULTIPLIER BACK® 4'-O$OYC. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL - 1.5 FOR 10'-0" WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M 15CELLANEOUS FRAM I NO O RAPH 1 C5 CONTINUOUS BUILT-UP C 1 RDERS 3 OR MORE SUPPORTS (THAT EXCEED FRAMING 5TANDARD5, IT 15 REOV FOR FRAMER TO HAVE A - RE BLOC-X NO FOR FLATFORI� WOOD FRAM NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BE3�oF A6 WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION Q DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOGKINO UNDER LOAD BEARING WALL PATTERN THREE OR MORE S,UPPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPIN6. LLI NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2) ROWS IOd NAILS m 12"O.G. r THE SPAN LENGTH FROM AN INTERMEDIATE J c13 • 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST M STUDS SAD B (5)ROWS IOd NAILS• 12"o.c. 5UPPORT. NO TWO ADJOINING J015T5, OR MORE SERVES AS FIRESLOPPING. ' SUBFLOOR P THAN ONE THIRD TIHE TOTAL NUMBER, ARE TO BE Q 4- N (2)ROWS 1/2" m BOLTS® 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME 00 5TRUCTION: THE SOLE AND DOUBLE "c SUBFLOOR G DBL m ENDS Two-PIECE PLATE SERVE AS FIRESTOPPING. � b7 SOLE PLATE BUILT UP 61RDER P MAX.52" SOLE PLATE D (2)ROWS 1/2" m BOLTS® 16"O.G. NAILING: TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O -p O JOIST SERVES AS FIRE5TOPPIN6. (9 SIDE WITH IOd NAIL.5, TWO NEAR EACH END OF +-+ E (2)ROWS I/2" BOLTS® 24"O.G. L z BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O N 0 F (2)ROW5 5-5/5"TR ISSLOGK SCREWS® 12"O.C. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. '- Ln I 5GREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH CCF0 W__ V r-- G (2)ROWS 5-51b..TRUSSLOGK SCREWS® 16"O.G. 51DE W/ IOd NAILS„ TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME GON571;ZUGTION: THE SOLE G X :3 CV SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS 5TA55ERED W/ A V 15TANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O 4- H (2)R01015 5-5/5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. _c 0 m J015T 5GREWED ON(1)51DE OF MEMBER 4-+ MAXIMUM OFFSET THREE-PIECE 'f. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N Ci3 J (2) ROWS 5"TRUSSLOGK 5CREW5 m 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d O JOIST DEPTH, d 5GREWED ON BOTH SIDE OF MEMBER p 2 INCHES F WOOD BLOCKING PLACED BETWEEN JOISTS Q O a 6 MATCHED 5IZE OF BLOCKING NAILS ON EA. SIDE W/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. '- FIRE5TOPPIN6 AND K SC Rows O TBOTH SIDE SCREWS o 16"O.G. PIECE, 4 UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER INCLUDING I'NTERMIDIATE JOINTS AND w/ THE BLOCKING 3 6. THE HEADER SERVES AS FIRE-5TOPPIN6. PARTITIONS ® 32 O.G. 5�p OTHERS STAGGERED w/ A DISTANCE OF NOT MORE (2)ROWS 5"TRUSSLOGK SCREWS o 24"O.G. BETWEEN I/6 DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. 11. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CE I L I NO BRAG I NO STRINGER TO SERVE AS FIRE5TOPPIN6. GANTI LEVERED FLOOR 1N NOTE: a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILEID W/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN S'WHEN 10"OR LARSER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH SZVD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP C71RDER p GIRDERS ARE TO BE SECURELY ANCHORED TO 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH T SUBFLOOR ,50LE PLATE 2"x4"CONTINUOUS GABLE END MA50NRY PIER5, NAILED TO WOOD POSTS OR FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE o 6'O.G. TRU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 NA I L I NO PATTERNS FOR SIDE LOADED BEAMS (I e " FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE OF THE INTERIOR FINISH. PLASTER GEILIN6 ON T NONCOMBUSTIBLEIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE f TWl 10) ad -LOCATIONS REOUIRUN6 FIRESTOPPINC- AS FIRE5TOPPING. NAILS FIRE- FIRE_ WOOD FIRESTOPPING FIRESTOPPINS (y FASTENING RECOMMENDATIONS FOR SIDE-LOAD STOPPING STOPPING FIRE- FIRE- SOLE ED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS 1 J015T • 5d COOLER NAILS 6 10" O.G. NAILED' BOLTED' p v n +;aq'�{j,,,, R 2"x4 BLOCK NAILED TO EA.BRAGS 2 ROWS 16a S ROWS Ibd s ROws)5" 2 ROW5)4" 2 ROVT5 VERTICAL BLOCKING FIRESTOPPING WHEN W/(4) lOd NAILS PROM COMMON COLTS 24" BOLrs BOLTS • 12"O.G.' o 12"O.C. OG.STA--M:° • 12'O.G. •b'O.G. COVERING 15 APPLIED STUD GYPSUM BOARD 20 ga.STRAP TWO ROWS 12"O.G. THREE ROW5 12,O.G. JOISTS DOUBLE PLATE (10) Sd NAIL ° ° ° ° ° ° ° ° ro UNDERSIDE of LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 L " 5d COOLER NAILS® 10" O.G. BEAM SELECTION W/ STD. NAILING ^` JOIST SHALL BE LOCATED ;DIRECTLY NOTE, ENDWALL STUDS AS NOTED IN NOTE5 "1 4 8 ° ° ° ° ° a S NONGOMBusTIBLE ALTERNATE W DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRE5TOPPIN5 LOCATION Q OVER STUDS, UNLE55 TOP PLATE 15 4" ® EDGE/12"o FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'PROM E06Es SOLE WOOD FIRE5TOPPING of GIRDER DESIGNED TO CARRY THE LOAD 5CREW5*6 - 0'4"TYPE W OR 5 FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A9 THE BOLT AND SHOULD BE LOCATED 2" T1N0 ROWS 24'O.G.STAGGERED T'WG ROWS 6'O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHER5 UNDER HEAD AND NUT. O o 0 0 0) o o o 0 OVERLAID ROOF 5.5TAG6ER EACH ROW OF FASTENERS BY 12". O O O O) O O O O O 2"SPACE NOT \ \% ATTACHMENT @VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. , TO BE FILLED � NONCOMBUSTIBLE FIRESTOPPING 5.POUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION "i STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: I N, STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTH5 12"OR LESS 4 ad NAILS LOCATION 8 PIRESTOPPIN6 LOCATION d1 \\ ® EA. END® R.R. 8.S ROWS OF 16d COMMON NAILS 02"O.C)FOR DEPTHS OF 14",16"8 16". LOCATION 10 FULL WIDTH 2" BLOGKIN6 Z O i= GONSTRUGTI ON DETA I LS WIND LOAD PATH GONNEGTI ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF I DECK FOR 5TRAPPIN6 IN5TL. NOT TO 50ALE INTERSECTION DEVIL EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ONTIMOU5 LOWER TOE NAILS NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R.AS SHOWN K I NO STUDS PLAN VIEW NOTE, SIMILAR 0 'SHED' WOOD JO I5 WOOD JOI ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANOE HEADER GENERAL REGU I R!=MENT5 FOR, GENERAL REGU I REMENT5 FOR z W INSTALLATION OF Gl-INCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER WOOD JOIST JACK STUDS --O � MAIN MEMBER W Q Li.l ,o aa, f- -� a -'- JOIST FRAM I NO OVER WOOD GIRDER JOIST FRAM I NO FLUSH W 1 TH O I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: ME� APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, P R 0 C H I LO I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROI'JGH AND BENT OVER, A MIN. OF (5) NAIL DIAM.'s AT A 410° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN GARAGE MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. 5, No MORE THAN 2 TOE NAILS SHALL 0 BE (INSTALLE AVOID INSIDE OF RAFTER OR CEILING JOIST WALL STUD D IN EA WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 4174 PECONIC BAY BLVD IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIS TOP PLATE LAUREL NY 11948 CHIM. CHASE SECURING @ 5TD. 51DE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SSIIM.. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR, DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC, FLOOR 4 BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) 10:: UNDER KITCHEN FLOORS AND RADIANT FLOORS W 1 TH MUD. TOP PLATE ® o_1 M 4 W ND RES STANT CONSTRUCT ON GONNEGTORS PAGE: HIM. CHASE WALL � �4 v G-004mOO CONNECTION LOCATION: PART NUMBER: NOTES: o w R I DOE-TO-RAFTER'S C520 @ 21" APPLY TO EACH PAIR OF RAFTERS z APPLY TO EACH RAFTER DATE: � �� ® RAFTER-TO-WALL H7 01/20/26 4 OF 6 ROOF o RAFTER-TO-PLATE: H8 or H2.5 APPLY TO EACH RAFTER READ BLOCKING O N PLATE-TO-WALL STUD C520 @ I8" To ®EA. LEVEL ABOVE � ° 11 APPLY TO EACH WALL STUD �Y- THE FIRST FL. ® z 2ND. FLOOR WALL-TO-I5T. FLOOR WALL LFTA or 0520 @ 56 APPLY TO EACH WALL STUD r .^ �YV . �• a, ® HEADER-TO-JACK 57X) 0520 @ 12' :'� ,;��� , FL001vGLG. O APPLY TO EACH JACK STUD r CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN )ANCHOR 557B16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE ��. . ,,...`,`: - ' �-•, �`�f`xv�;��" IST. FLOOR-UNDER-51 LL PLATE 0520 (USE WITH 3" SQUARE WASHERS) SIDE VIEW PLAN VIEW USE THE FOLLOWING OR APPROVED '51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDIED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL 5`*,rl450L_ <E`-r : o _ FOUNDATION PLAN NOTE5 Q a NEW PARTIAL HEIGHT Q _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) O I6"x8" DEEP P. GONG. CONTINUOUS FOOTING 24-6 EXISTING TO REMAIN W AS PER DETAIL 4/A-401 (TYPJ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) TYPICAL P. GONG. FOOTING $ WIALL CONSTRUCTION: • — — — — — — — — — — — — — — — — — — .w_I (� ® MIN. (2) 2"x4" STRUCTURAL O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD a SILL SEAL fV NEW I-HR FIRE RATED POST FOR 4" WALLS tt • ANCHOR BOLTS A5 PER PAGE 6-005 10'-6" WOOD FRAME (L. MIN. (2) 2"xb" STRUCTURAL • P. GONG. FOUND. WALL AS PER DETAIL UPON WHEN APPLICABLE)5'TL. (POST FOR 6 WALLS), U.O.N. P GONG FOOTING AS PER DETAIIL ^ O P. . — — — — — — — — — O • ASPHALTIC, MASTIC, DAMP PROOFING TO EXTERIOR - O NEW 2-HR FIRE RATED B.O. FOOTING V-O" BELOW 6RAD'E MIN. I J +-+ WOOD FRAME (L.G. 5TL. �� NEW PLUMBING WALL I/2" EXPAN51ON JOINT ® PERIMETER OF SLAB (WHEN I� o N z o APPLICABLE) ( I ^ I WHEN APPLICABLE) AIR ENTRAIN P. GONG. FOR PORG,HES/PATIOS / I ( •ca �� STOOPS (WHEN APPLICABLE) 2 C • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET I N EXIST. O O O :' FOR HEIGHT OF WALL $ SLAB (WI-IEN APPLICABLE) ( SLAB ON -O O m Z; NEW REINFORCED P. GONG. SLAIB O I GRADE c 0 a a O O I. NEW 4' THK. P. GONG. SLAB W b xb -10/IO W.W.M. UPON , 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -E-J -0 Ll— — — — — — — — — — — — — — — — — 35-0- - - - - - - - - - - - - - - - n0 ._ o _ W D " ..I-J m Q EX I S71 NO FOUN7A7 I ON PLAN U c SCALE: I/4" = I'-O" Q • — W FLOOR PLAN NOTE` 0 DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHENI GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). EXIST.2.INSTALL NEW EXTERIOR DOORS WHE1N GALLED OUT PATIO AT �_ ON PLANS BY 'THERMATRU' (OR EQUAL). GRADE 5. NOTE DOES NOT INDICATE EACH NEH DOOR i EXIST. PROPOSED;SEE DESIGNATIONS J: DOOR SCHEDULE. BATHROOM 4.PLACE DOORS 4" MIN. FROM PERPEINDIGULAR um WALLS, U.O.N. X X 25 S.F. 5. INSTALL AS PER MANU SPEC.'s I'_5�/2 �� X 2 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 1. SEE PACE 6-005 FOR ALL OTHER FRAMING I I ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WINDOW NOTE: 0 t' O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 p 5 .1 [ 'Q5" GL6. I SERIES CASEMENT,DOUBLE-HUNG, OA'v GLIDING (AS EXIST. 2X4 ' - EXIST. 5 `N H6HT. EQXI5TQ• I I NOTED). INSTALL AS PER MANU. SPEiG.'S COLLAR TIES X 2 r .1,-4„ i 2 xb 0 2.NOTE DOES NOT INDICATE EACH NEY^1 WINDOW PROPOSED; 16 SEE DE5IGNATION5 d WINDOW SCHEDULE. AIL 5. FOR SUBSTITUTIONS,SEE NOTE #9 IN "GLASS WINDOWS +iS AND DOORS" ON PAGE 6-002. D REMOVE EXISTING WOOD 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. cV STAIRS AND DEGK� 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. 6L. SHALL BE PRZOVIDED: m �I 6.1. FOR ALL 5KYLICHTS d OPERtABLE PANELS OF FINISHED GARAGE r-I- SWINGING, SLIDING, 4 BIFOLD9 DOORS `fl UNCONDITIONED I I EXISTING PATIO ROOF TO BE REMOVED 6.2. WITHIN 15" OF F.F. m 1 6.5. WITHIN 24" OF A DOOR x EXIST. 4 — — — N STORAGE I EXIST. 2XI2 RIDGE TO I 6.4. WITHIN STAIRWAYS b WITHIN 56 OF A LANDING -p t�-tt11 I 6.5. WITHIN TUB/SHOWER ENCLOSURES - p _ 155 S.F. EXIST. RIDGE X I 6.6. SEE ALSO 6ENERAL NOTES ON PACE 6-002 O x S) —� _ GARAGE U I I EXIST. '1. SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND — —I5T'" — ' 1 I BATHROOM WINDOWS (TYP. FOR ALL) U.O.N.;PRO)VIDE AT A MINIMUM 1 N EXIST. 2XI2 RIDGE 244 S.F. 1' I 25 S.F. (2) 2"xl0" HEADER U.O.N. d II q " GL6. O _ V 5.WINDOW FALL PROTECTION SHALL BEPROVIDED PER 70 I R STEP DN HGHT. z 0 I NYS R.512.2 FOR, OPERABLE WINDOW95 WITH SILL HEIGHTS I LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" I O " I I I i i � } ABOVE GRADE OR THE ADJACENT SURFACE AT THE AS-BUIL \ EXISTINC-\ x ® Z I BUILDING T EXTERIOR. =N I I O EGRE55 NOTE: I i IN COMPLIANCE WITH NEW YORK STAT'IE BUILDING = V 0 EXIST. • CODE, SECTION R510.2.1;THE FOLLOWIINO MEANS OF GL. EGRE55 SHALL BE FOLLOWED: I I I6 S.F. rix NET CLEAR OPENINO........... 5.1 S.F. L NET CLEAR HEIGHT............... 24" MINIMUM 2 X 2 X NET CLEAR WIDTH................. 20" MINIMUhH O _ w NEW PLUMBING FIXTURES: Q OS ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 0 SEE ALSO PLUMBING GENERAL NOTES iON PAGE 6-002. NEW FLOOR: I p PROJECT: O I. NEW E" PLYWOOD SUBFLOOR HI N7 6111 (GLUE 2 SCREW); EXIST 1 I `�/-` /-'ARAO'E FLOOR PLAN LA I EXIST. EXIST. SCREW PERIMETER OF SHEATHING b"' O.G. ! 12" O.G. ® C/ l../ l../ I I y _ - P R 0 C H I LO STORAGE I GARAGE INTERIOR. 158 S.F. 244 S.F. 2.NEW FINISHED FLOOR TO MATCH EXISTING rJ 18 cam. •F• OROc�c, FLOOR AREA SCALE: I/4 I O O TI PIGAL BATHROOM NOTE: GARAGE WALL A5-15UILT l I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN EXISTING ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS 4174 PECONIC BAY BLVD >i LAUREL NY 11948 - - - - - - - - - - - - - - - - - - - - - - - � DRAWING TITLE: -- - - - - - - - - - - - - - - - - - - - - -" PROPOSED DEMOLITION PLAN EXISTING FOUNDATION PLAN FR0P0�JE� I7EMOL.ITION PLAN I I EXISTING FLOOR PLAN SCALE: 1/4" = 1'-0" J EXISTING ROOF PLAN F- - - - - - - - - - -� - PAGE: � i II r A-10moLm00 II N ry �_ DATE: 01/20/26 5 OF 6 II II ?K� II X � II wa - - - - - - - - - - - - - - - - - � j $. .. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- h, f EX 1 ST I NO OARAOE ROOF PLAN 50ALE: 1/4" = I'-O" ELEVATION NOTES �I HATCHED AREAS INDICATE NEW WORK (TYP) Q 2 OTYPICAL ROOFING: 0 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM W CONSTRUCTION STANDARDS - 2 _w_I co 2. FINAL COLOR OF ASPHALT SHN:SLES TO MATCH tL EXISTING I � ' TYPICAL SIDING: Q- 4 N' O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM E � NOTE: CONSTRUCTION STANDARDS — b7 2. H.O. TO VERIFY FINAL COLOR OF CERTAINT'EED CEDAR Q ALL PLUMBING WORK O r- IMPRESSIONS 7" DOUBLE-STRAI&I-IT EDGE SHAKE 51DIING SHALL CONFORM TO — � LOCAL PLUMBING CODE (.0 O zpp a. •C6 Ln 0O O p 4- _ EXIST. EGEND c NO O c HALF BATH ____ HOT WATER Q '- a 2 - SUPPLY COLD WATER SUPPLY VJn 1 H I I I X PROVIDE "ABESCO FF200 FR IL I •x U EXPANDING FOAM" (OR EQUAL) *I �v AT ALL PENETRATIONS IN FIRE ryi jN m RATED WALLS AND FLOORS/GEILIN65. PRODUCT 1 , NEST L V T I ON ( ' , fig) NOi�T L V T I ON (L T S 117 ) I CONFORMS TO AS E 814, T L' ----=-----------------� ASTM E 84, AND UL 14"f9 50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" CONNECT TO n , EXIST. WATER SUPPLY SYSTEM 4—J M c— U c- Q •- U) 2 n 1 o, p OC�❑0 X FLUMSINO fil15ER - SUFFLY 0 El -- — -- 50ALE: NTS 13 13 IDE]❑l Ll 0 00 0001E-1 E:11E E EAST ELEVATION (FRONT) SOUTH ELEVATION (fib I OHT SIDE) 4" FRESH AIR VENT 50ALE: 1/4" = P-O" 50ALE: 1/4" = 11'-O" IILI THROUGH ROOF I I I 1 PROVIDE "ABESGO FF200 FR Z EXPANDING FOAM" (OR EQUAL) w v 1 AT ALL PENETRATIONS IN FIRE k 1 RATED WALLS AND Q FLOORS/GEILIN65. PRODUCT V CONFORMS TO ASTM E 814, ASTM E b4, AND UL 14'19 I � I I I Q 0 EXIST. BUILDING SECTION NOTES HALF BATH i i_ ----- ------- ------- ——————————————— NOTE: PROJECT: EXISTING RIDGE HEI SHALL CONFORM TO GHT I I ALL PLUMBING WORK NEW ROOFING NOTE (TYP.): _ _ ____________________ I I lO I. INSTALL NEW ASPHALT ROOF SHINGLES. ELEV. +I5y _ O I I LOCAL PLUMBING CODE P R 0 C H I LO 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO I O 2"I 1 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OG u 1 2„ 1 GARAGE 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT _ (OR EQUAL) FOR PITCHES OVER 4:12,AND (2) LAeER5 ��•® m I 1 3 FOR PITCHES FROM 2:12 TO 4:12, OVER WOOV 5. GAP 5H NGLEOVER RIDGE 1$16 (BLOCKP AS REC�'D)EAh"1A) 2 6.PROVIDE RIDGE VENT(A5 REOV) =x(o ® ic, 075, 4174 PECONIC BAY BLVD 1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO'D " LAUREL NY 11948 q. INSTALL ALL AS PER MANU. 5PEG.'s 2 TYPICAL ROOF $ CEILING CONSTRUCTION: • NEW ROOFING AS NOTED DRAWING TITLE: • 1/2" GDX PLYklV SHEATHING (5LOGKIN6 ® ALL PLYI^0 EXIST. 0 s 4 SEAMS) GARAGE PROPOSED EXTERIOR ELEVATIONS • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER BUILDING SECTIONS 5' INSTALL "X" BRID61N6 a CENTER OF SPAN, U.0).N) • BAIT INSULATION PLUMBING RISER DES GN DETAILS DIAGRAMS PPC • PROVID EXISTING FIRST FINISHED_FLOOR ELEV. +o E 2" THK. SPRAY FOAM INSULATION ® EAWES - - .I' NEW EXTERIOR WALL GON51-RUCTION (TYP.): % 5 O3 • HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON BASELINE (AVERAGE GRADE) PAGE: • 1/2" GDX PLYWD. SHEATHING (BLOCKING W® ALL PLYD ELEV. +O.O' SEAMS) UPON O z • MIN. -TUBA O.G. w/DE3L. TOP PLATE toA-201. 00 • MIN. R-21 GATTT INSULATION • 5/8" GYPSUM BD. WALL FINISH NEW 51DING NOTE (TYP.): I. INSTALL NEW VINYL SIDING AS PER ELEVATIONS U'IPON O 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR WALL CONSTRUCTION AS NOTED SE PAR:ATELY 4.INSTALL ALL AS PER MANU. SPEC.'s DATE: 01/20/26 6 0 F 6 5. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: O 1. FINISH FLOORING TO SELECT 2. 5/4" TE6 GDX PLYWD. SUBFL.00R GLUED $ SCREPIED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER V INSTALL ',?Y XBRAr 4. MIN. R-50 (ONLY BEEN FIRST FLOOR AND FLUME3 1 NO RISER - r7)RA I N / NA57E / VENT E W FOUNDATION) ;3 i 5. 2" THK. SPRAY FOAM AT 5LD6. PERIMETER RIM JOISTS SECT 1 ON I -I/A-201 SCALE: NTS Sr-,ALE: 1/4" = I'-O" IC