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Savzav--A�-�kvt, )Ah VvIdi A ,S-80 J7aCc-jj3 Layle ol dd, I'h t0yl e,0'sfilnq "'I'Silvi9lie- PILpVWj C((A�Vllinj ; f Lays 'IlelQ� jz� httva- ol lf-ealv� og 3j.7 -pF, Avf Xyl// y —7 9 Owner: Ahmad A Sardar-Afkhami File M 7969 Address: 580 Jacobs Ln Code: o Agent Info Ahmad A Sardar-Afkhami 580 Jacobs Ln Southold, NY 11971 Phone: 917-519-1126 Fax: Email: ahmad@asardar.com 1v 0 A G EN"P i pet 04 '?do 46(� BOARD MEMBERS ��0� so yo Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. OI,j•C�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento http://southoldtownny.gov Jikl 3•o3 p/y ZONING BOARD OF APPEALS PZ S 0 ZOZ4 TOWN OF SOUTHOLD Tel. (631)765-1809 j OLlihoW down Cidirk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 19,2024 ZBA FILE: #7969 NAME OF APPLICANT: Ahmad Sadar-Afkami PROPERTY LOCATION: 580 Jacobs Lane, Southold,NY SCTM No. 1000-88-1-9 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 11 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 9,841.99 sq. ft. non-conforming lot located in a Agricultural Conservation(A-C)Zoning District. The westerly property line measures 71.50 feet fronting the Jacobs Lane,the southerly property line measures 138.65 feet,the easterly property line measures 71 feet, and the northerly property line measures 138.65 feet. The property is improved with a one- and one-half story dwelling with an attached front covered porch,a rear enclosed porch and an in-ground swimming pool,all as shown on survey prepared by Kenneth M. Woychuk,LLS, dated December 4,2024. BASIS OF APPLICATION — Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's August 6, 2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to the sunroom attached to an existing single-family dwelling;at; 1)less than the code required minimum rear yard setback of 35 feet; located at: 586 Jacobs Lane,Southold,NY. SCTM No. 1000-88-1-9. RELIEF REQUESTED: The applicant requests a variance to construct a 167 sq. ft. addition to an attached porch to create a sunroom having a setback to the rear yard property line of 31.7 feet instead of the minimum code required 35-foot setback. ADDITIONAL INFORMATION: A neighbor wrote a letter and also spoke in support of the applicant's proposed improvements. The site plan submitted by the applicant with this application, dated June 15, 2024, and approved by the Building Department with Building Permit#51013 dated July 31,2024 does not show a proposed or existing swimming pool. During the public hearing,the applicant submitted a survey showing all existing structures including the Page 2,December 19,2024 #7969, Sardar-Afkhami SCTM No. 1000-88-1-9 J swimming pool. The site plan dated June 15, 2024,received August 26, 2024 will need to be updated to depict the swimming pool with the raised patio structure and proposed porch addition and the total percentage of lot coverage of all existing and proposed structures. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 5,2024 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed improvement is for a small addition to an existing enclose porch on the rear of the subject dwelling to create a more functional sunroom. The sunroom will not be visible to neighboring properties since the parcel is surrounded by agricultural lands that have been stripped of development rights by the Town of Southold. Additionally, it will not be seen from the street. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing enclosed porch on the back of the subject dwelling currently has a conforming rear yard setback of 35 feet;so any addition to that structure will require variance relief. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 9.4%relief from the code. However, as mentioned,the parcel is surrounded by agricultural preserved lands and the proposed 3 foot 5 inch increase in size is the only feasible way the applicant can enlarge the small existing porch to create a functional interior space . 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. 5. Town Law 4267-b(3)(b)(5). The difficulty has/has not 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 a sunroom 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 Weisman(Chairperson),seconded by Member Lehnert,and duly carried,to GRANT the variance as applied for, SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit a revised site plan or survey stamped and sealed by a licensed design professional depicting all existing and proposed structures on the subject property, i.e.; swimming pool with raised patio, single family dwelling with the proposed expanded rear porch/sunroom Page 3,December 19,2024 #7969, Sardar-Afkhami SCTM No. 1000-88-1-9 addition, and one story accessory frame garage, and shall include the calculation of the total percentage of lot coverage on the subject parcel. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAU(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 REOUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento,and Lehnert. (4-0)(Member Acampora Absent) she Kanes Weisman, Chairperson Approved for filing fa / ® /2024 NOTE:SITE PLAN IS BASED OFF OF SURVEY PREPARED BY KENNETH M.WOYCHUCK LAND SURVEYING.PLLC.DATED 12.04.24 LOT COVERAGE: LOT SIZE: 9,842 SF ALLOWABLE LOT COVERAGE:20%s 1,968 SF PROPOSED: STRUCTURES 1,424 SF POOL +380 SF ZEN DESIGN TOTAL PROPOSED:1,804 SF 1250 EVERGREEN DRIVE =18.3% CUTCHOGUE,NY 11935 ����YY PHONE:63L513.6589 Maw These Was ere copyrighted anti an,su*ct to mpy4Vd ' protect work'ion as an•ardmecturel under Sec 102 of the JA N 14 2025 Cow°Act,17 US.D.as amended December 1NO and known as AMMteeturel Werin CoPydgld Protection Act of IM7he protection Includes.Ent is not limited to the ovaro■form as we■ as the arrangement and composition of spares and dements of design,Unds,such protection,unauthodeed use of these pare, ZONING BOARD OFAPPEALS wocorhomeroprbulked.canIeg-ftdmdt llNenetowio m mrmtroct co esomati n oM I)hed N UC.manemry cmnperrmtlan toZEN DFSIDN LLC. LAND N/F OF BETSEY DICKERSON S. 61 0 2 OO E. (TOWN OF SOUTHOLD DEVELOPMENT RIGHTS) 138 65' ■ WOOD RAIL W/WIRE FENCE NO. ISSUE DATE O ]7 � O 01 AS BUILT 0113.25 vq C 8.6' .4 5.0' I ~C`! % SUNROOM W I 72.1' 00 EXTENSION Z M 167 S.F. I IN GROUND POOL rn z ;.c W/STONE COPING ...1 I G'� CW7 >, 1 a STY w y M w Of Z I wo. Q ':." FRM. m C z DWELLING. 35.0' O � I o o s,: #580 ■ ILA. Z (, 31.0' _ Q O - "f 12:0'. - O � ARCan 16.3' 43.3' E.NIC �� o` <y�5 ��( h, �TF EQP. � L S A 0 5.0' N rv`r Z I ASPHALT '''` ,'20.3' , o I` GATE i;•... , - ,. -�-- N DRIVEWAY N ci STY F ;!. ,/ w I .l 00 Z ;O,:.y S S RM..`i,; sSHED GARAGE ;; N NO %%; >;;i 423 CHANGE; �� - -9TF 4 yO . Op NEB N■ 61 O 22'OO" W. LAND N/F OF BETSEY DICKERSON 38■65' SARDAR-AFKHAMI (TOWN OF SOUTHOLD RESIDENCE DEVELOPMENT RIGHTS) W 580 JACOBS LANE Q SOUTHOLD,NY 11971 � S.C.T.M.#1000-88-100-9000 8' POST/ SCALE: 12xi8 PAGE-1/16a-:V-0e WIRE FENCE DATE: OL13.25 DRAWN BY. ZEN. FINAL MAP REVIEWED BY ZBA DECISION# 190 SITE PLAN DATED: o (k S P-1 LAND N/f OF PROPERTY LOCATION: REFERENCE STANDARDS BETHY DICKER50N ALL INFORMATION AND SPECIFICATIONS SHOWN WHITIN THESE DOCUMENTS REFLECTS NORMAL O 580 JAC 0 B S LANE N THE FOLLOWING PUBLICATIONS (TOWN BUILDING PRACTICES AND REFERS CES 0 • SOUTHOLD, N Y 119 71 BUILDING CODE OFNEW YORK STATE 2020 56 1 2 2I00I E DEVELOPMENT RIGHTS) I 3 (5 , G5 ' LEGEND: •RESIDENTIAL CODE OF NEW YORK STATE 2020 _ •FIRE CODE OF NEW'YORK STATE 2020 ^ ^ •AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 WFCM PIPE PIPE y •ENERGY CONSERVATION CONSTRUCTION CODE 2020 O — C) EXISTING WALL TO REMAIN - � ENERGY CONSERVATIONCE55 PIT CONSTRUCTION CODE O O THE FOLLOWING SHOWS COMPLIANCE WITH ECCCIIYS REQUIREMENTS ON A 0 COMPONENT PERFORMANCE APPROACH (AS PER ECCCNYS SECT.402.1 *SECT. 502.1 _ _ _ _ _ _ _ - EXISTING WALL TO BE REMOVED EACH OF THE FOLLOWING CONSTRUCTION METHODS ARE ACCEPTABLE AS PER THESE REQUIREMENTS AND ALL OF THE BUILDING COMPONENTS PRESCRIBED PROPOSED ON THE PLANS COINCIDE WITH EACH OF THESE METHODS. SHED ROOF 20•4 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD N; _ _ - _ STUDS @ I G'O.C., 1/2"GYP. BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR m PROPOSED 5UNROOM BARRIER(R-13) BETWEEN WOOD STUDS BUILDING PLAN REVIEW NOT Lu — 72 . I , _ ___—__—_- EXTENSION I/2"EXTERIOR PLYWOOD SHEATING, BUILDING A TOWN OF SOUTHOLD - -- -" - z OO 167 S.F. PAPER AND CEDAR SHINGLE FINISHED. BUILDING PLANS I ;XAMINER HAS REVIEWED O I - -_ ____________------- - " - - - �pC NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL THI5 DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL __________-- x I PARTITION CONSISTING OF 2'x 4"wooD O -- -____ _ _--- ` / hEAD W1RE5 I I I2� 5TY W STUDS WITH TOP AND BOTTOM WOOD REQUIREMENTS OF THE TOWN OF SOUTHOLD AS -_ __ _ - O V E� U W W RUNNERS AND ONE LAYER OF 5/5"THICK SPECIFIED IN THE 13UILDING AND/OR RESIDENTIAL CODE OF THE STATE OF _____ -- - � F , GYPSUM BOARD ON EACH SIDE. NEW YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH ` V W _ _ BSA CAL#301-60-SM THAT CODE. THAT RESPONSIBILITY IS GUARANTEED UNDER THE o z U — DWELL NG , „ CM HARDWIRED SMOKE DETECTOR AND CARBON U O O dJ ' 35 -0 5D O MONOXIDE DETECTING DEVICE. SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED U .P. \� z N #5�O PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE IS C\1 ® 75 CfMERE MH EXHAUST FAN (WHERE 15 REQUIRED) INTERPRETED AS AN ATEESTATION THAT TO THE BEST OF THE �j LICENSE'S BELIEF AND INFORMATION THE WORK IN THE EXISTING DOOR DOCUMENT: .::...�...::.:::.�:..::::::....... 43'-3" - 15 ACCURATE, u--1 RAI L FENCE OF\\6- CONFORMS WITH GOVERNING CODES APPLICABLE AT THE 16•3� NEW DOOR TIME OF SUBMISSION, Q N - CONFORMS WITH REASONABLE 5TANDARDS OF PRACTICE --� I O REVISION AND WITH VIEW TO THE SAFEGUARDING OF THE HEALTH, 1 1 . 2 r � 20.3 PROPERTY WELFARE, v , _ U _ \ • . .\ N n� 1 ASPHALT DRIVEWAY N z -: 15TY FRM. - 15 THE RESPONSIBILITY OF THE LICENSEE. 1 ' ' O o a0 � GARAGE O \ _ U \ C.n � NO CHANGE GREEN DESIGN U , ARCHITECT BRIAN O'CONNOR SITE I N I=O KM ATI O N 3,0 W RAIL FENCE N 130 N. WINDHORST AVENUE Q ZONING : — BETHPAGE, NY, 11714 PIPENGLAND N/f OF (516) 476-8168 WI BRK. MON.RESIDENTIAL BUILDING Crowen aol.com 1 g@ADDRESS: 580 JACOBS LANE, SOUTHOLD, NY 1197BETSEY DICKER50NI ,� W TAX MAP : 1000-088-00-01 -00-009-000 (TOWN Of 50UTHOLD HOPE DRAFTING & LOT AREA: 9,844 5.f > O EXPEDITING SVC LLC.DEVELOPMENT RIGHTS) BEATRIZ E FIRPO NOTE : 125 CORTLAND STREET PLANS FILED FO'R: �,D COPIAGUE, NY, 11726 PARTIAL ROOF REDESIGN, 5UNROOM EXTENSION Ln (631 )575-6254 NO CHANGE IN U5E, OCCUPANCY OR EXITS. (917)251 -7614 SCOPE OF WORK: hopedraftingsvc@gmail.com PLANS FILED FOR EXTERIOR ALTERATION5 OF AN EXISTING BUILDING MAIN DAYVIEW ROAD DRAWING NAME: 15T FLOOR: 5UNROOM EXTENSION I G7 5.F. 2ND FLOOR: SHED ROOF ABOVE BEDROOMS 2 AND 3 GENERAL NOTES SITE INFORMATION PREMISES: 560 JACOBS LANE, 5OUTHOLD, NY, 1 1971 CLA55: ONE FAMILY YEAR ROUND RESIDENCE D KAWI N G LIST TAX MAP : 1000-085-00-0 1-00-009-000 TIDAL WET LANDS: NO LOT AREA: 9,644 S.F. SECONDARY ZONE: NO STAMP A. /E. : DATE: USE : MEDIUM DENSITY RESIDENTIAL- I FAMILY FRE5H WATER WETLANDS: NO r goo ARC ZONE : A-C 2 COASTAL EROSION HAZ.: NO ��� T TOWN OF 50UTHOLD y � y' ZO- 100.00 COVER SHEET, PLOT PLAN, SITE INFORMATION, AC : AGRICULTURAL CONSERVATION (2 ACRE) ACREAGE : 0.24 �°CpN"° N- loo.00 GENERAL NOTES GEOGRAPHIC TABLE DE51GN REQUIREMENTS FOR COMMERCIAL AND RESIDENTIAL PERMITS 2020 NY5 UNIFORM CODE ALLOWED EXISTING PROPOSED 3�: � ��l�r �� A- 100.00 EXISTING CELLAR AND FIRST FLOOR LOT AREA 80,000 S.F. 9,844 S.F. NO CHANGE �N �,14 A- 10 1 .00 EXISTING 2ND FLOOR AND ROOF LOT WIDTH 175 71 NO CHANGE o�r11,0 ,OARoa� TABLE R301 .2(I) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA A- 102.00 EXISTING ELEVATIONS GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR MEAN LOT DEPTH 250 139 NO CHANGE DRAWING No: SNOW DESIGN DESIGN BARRIER HAZARDS FREEZING ANNUAL I ST FL. LIVING AREA 638 S.F. NO CHANGE A- 103.00 PROPOSED CELLAR AND FIRST FLOOR LOAD 7EETOPOGRAPHIC 5PECIAL WIND WIND-BORN DEBRIS CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED INDEX TEMP 2ND FL. LIVING AREA 496 S.F. NO CHANGE A- 104.00 PROPOSED 2ND FLOOR AND ROOF EFFECTS REGION ZONE DEPTH 130 NO NO I MILE FROM COAST AND [3SEVERE BOF 3 MOD TO SEE YES CALL THE PLANS 599 5 IMF CELLAR ACC. USE ONLY 14G S.F. NO CHANGE ZO - 100000 A- 105.00 1'ROP05ED ELEVATION5 20 VULT FIRE ISLAND FT BFG HEAVY BELOW EXAMINERS OFFICE , OPEN FRONT PORCH 13G 5.F. NO CHANGE DATE: PAGE No: 5UNROOM 1935.F. 3Go5.F. 06/15/2024 1 OF 10 A- 106.00 BUILDING CROSS SECTION AND DETAILS * GARAGE 204 5.f. NO CHANGE MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONSDOB STAMP: A- 107.00 DETAIL5 ELEVATION LAST WINTER SUMMER ALTITUDE INDOOR CE51GN HEATING TEMPERATURE ' LOT COVERAGE 1 ,9G9 1 , 17 I S.F. 1 ,338 S.F. HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE BUILDING HEIGHT 35/25 I G'10" +- NO CHANGE FACTOR TEMP COOLING # OF STORIES 2 1/2 1 1/2 NO CHANGE 108 FT 41' N 15' F 8G° F 1 .00 70" F 750 F 55" F FRONT YARD GO 72. 1' NO CHANGE COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 51DE YARD 20 13.8' NO CHANGE DIFFERENCE HEATING COOLING SIDE YARD AGGREGATE 45 32' NO CHANGE DOB APPLICATION #: 110 FT 15 MPH 7.5 MPH 72" F MEDIUM (M) 40 % 32 GR @50 % RH BACKYARD 75 35.0' 31 .7" PROPERTY LOCATION: 580 JACOBS LANE SOUTHOLD, NY 11971 LEGEND: 1 GENERAL NOTES NAILING SCHEDULE TABLE 3.1 , WFCM 2022 CONCRETE & FOUNDATION JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING EXISTING WALL TO REMAIN 1 . Architect/Engineer are not responsible for job supervision 1 . All footings shall bear on virgin soil having bearing capacity of 2,000 lbs. per square 2 2. Contractor to verify adequacy of existing bearing walls and headers to bear new second story ROOF FRAMING foot. All exterior footings shall be a minimum of 3'-0" below grade unless noted otherwise in - - - - - - - plans. Piles may be required depending upon local conditions. At the discretion of the engineer -- - - - - - - EXISTING WALL TO BE REMOVED construction. - Rafter to top plate (toe nailed) (see table 3.4a) per rafter a separate foundation plan by a licensed soils engineer may be required. A soil boring stating - Ceiling joist to top plate (toe- nailed) (see table 3.4a) per joist 3 3. Contractor to confirm that all asbestos insulation has been removed from the premises by a licensed bear capacity is required to confirm these and water table conditions. NEW EXTERIOR WALL CON515TING 2 x 4 WOOD - Ceiling joist to parallel rafter (face-nailed) (see table 3.9a) each lap STUDS @ I G"O.C., 1/2'GYP. BD., 3 1/2 2. All existing fill, roots, and other unsuitable bearing material shall be removed and footings FIBERGLA55 IN5ULAT(ON WITH VAPOR asbestos removal company before construction begins. - Ceilingjoist laps over partitions face-nailed see table 3.9a each la g g g � p p ( ) ( ) p BARRIER(R-13)BETWEEN WOOD STUDS 4. These drawings have been prepared by or under the direction of the undersigned and to the best of - Collar tie to rafter (face-nailed) (see table 3.6a) per tie carried to the bottom of such excavation. Contractor to verify soil bearing capacity and assume 1/2"EXTERIOR PLYWOOD SHEATING, BUILDINGfull responsibility for same. A soil boring stating bearing capacity is required to confirm these 4 PAPER AND CEDAR5HINGLE FINISHED, the undersigned's knowledge, belief, and professional judgement are in compliance with the New York - Blocking to rafter (toe-nailed) 2-8d each end prior to pouring footings, contractor shall notify designer of any soil variations, or advice soil NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL State Energy Conservation Construction Code effective 12/28/20 and the Residential Code of New York - Rim board to rafter (end- nailed) 2-16d each end conditions and water table conditions. PARTITION CONSISTING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK State Effective 12/28/20 3. Minimum compressive strengh of concrete at 28 days to be as follows: GYPSUM BOARD ON EACH SIDE. WALL FRAMING BSA CAL#301-GO-5M 5. It is a violation of New York State Education Law for any person, unless acting under the direction A. Footing, piers. Foundation walls: pc=3,500 p.s.i stone concrete. CM0 HARDWIRED SMOKE DETECTOR AND CARBON of a registered Architect or a licensed Professional Engineer to alter any item on this drawing. All - Top plate to top plate (face-nailed) 2-16d per foot B. Slab on grade: pc=3,500 p.s.i concrete per R402.2 Sp MONOXIDE DETECTING DEVICE. alteration must be made in compliance with the New York State Education Law, and Construction Code. - Top plates at intersections (face-nailed) 416 d C. Superstructure, slab: p.s=3,500 p.s.i. stone concrete ® 75 CFM MH EXHAUST FAN The professional) whose seal appears here on assumes no responsibility for any such alteration or re-used - Joints- each side, Stud to Stud (face-nailed) 2-16d 24" O.c. D. All concrete to have air entrainment of 5% to 7% per R402.2 (WHERE IS REQUIRED) without his written consent. - Header to header (face-nailed) 16d 16" o.c. along edges 6. The liability of registered Architect or licensed Professional Engineer interrante for errors, omissions, - Top or bottom plate to stud (end-nailed) (see table 3.5a) 4. Anchor bolts shall be set approx. one foot from corners. Set anchor bolts on either side of the EXISTING DOOR - Bottom plate to floor joist , band joist, end joist or blocking (face-nailed)2-1 per ft and/or negligence resulting in personal injures, property damage, or any consequential damages is > > > g ( ) p openings and minimum of two bolts in any one sill, Anchor bolts 3' O.C. except as noted (evenly limited to the amount of the fee paid for these drawings. The retention or use of all or any part of these spaced). Anchor bolts are 3/8" diameter. NEW DOOR drawings will constitute acceptance of this limitation of liability. Copyright 2012 professional whose FLOOR FRAMING seal appears here. - Joist to sill, top plate or girder (toe-nailed) 4-8d per joist 5. Perform required alteration to existing concrete. New Work installed adjacent to and connecting REVISION - Bridging to joist (toe-nailed) 2-8 d each end with present work shall match existing. Joints between new and existing work shall be trowelled 7. The issuing and/or granting of any certificate of use or occupancy is totally and completely under the - Blocking to joist (toe-nailed) 2-8 d each end control; of the town, village, city or county government. The Architect assume absolutely no - Blocking to sill or top plate (toe-nailed) 3-16d each block smooth and even. Provide expansion joints. responsibility for the issuing and or granting of any certificated of use and/ or occupancy. - Ledger strip to beam (face-nailed) 3-16 each joist 6. Provide continuous non- metallic termite shield with all joints sealed along perimeter walls and - Joist on ledger to beam (toe-nailed) 3-8d per joist shielded termite collars at plumbing pipes in crawl space unless otherwise noted. GREEN DESIGN - Band joist to joist (end nailed) 3-16d per joist ARCHITECT BRIAN O'CONNOR CONSTRUCTION NOTES - Band joist to joist to sill or top plate (toe-nailed) 2-16d per foot 7. Footing at different levels shall be stepped so that the clear distance between adjacent bottom 130 N. WINDHORST AVENUE edges shall not exceed a slope of one vertical to two horizontal. BETHPAGE NY 11714 - Stair treads to be 10" plus 3!4" nosing min. & risers to be max. 8-1/4" per R 311 . ROOF SHEATHING 516 8. Back fill shall not be placed against foundation walls until concrete is of sufficient strength and ( ) 476-8168 - Glazing that is less than 18" A.F.F. must be tempered glass per R308.4. - Structural panels 8d (see table 3.10) until the walls are properly braced top and bottom by the horizontal floor or by adequate Croweng@aol.com - Diagonal board sheathing 12" o.c. (field) temporary bracing. HOPE DRAFTING & - All insulation to have vapor barrier facing heated area. - 1 11x6" Or 1 "x8" 2-8d per support 9. Concrete foundations shall be poured continuously. If pour is interrupted a vertical key shall be EXPEDITING SVC LLC. - Tempered glass required if windows glass is 5'-0" or less above bottom standing - 1"x10" Or winder 3-8d per support provided. Horizontal joints are not permitted. BEATRIZ E FIRPO surface of tub/shower. 125 CORTLAND STREET CEILING SHEATHING 10. Contractor shall verify dimensions and locations of slots, pipe sleeves, inserts, anchor belts, COPIAGUE, NY, 11726 - Wood 1-joist to be installed in accordance with manufacturer's instructions.instructions manual to be kept at job site. - Gypsum wallboard, 5d coolers, 7" edge/ 10" electrical conduits,' etc.as required for trades before placing concrete. (631 )575-6254 11 . Concrete: work included; (917)251 -7614 - All built-up level beams may be replaced by solid level beams of the same overall WALL SHEATHING A. All footings, foundations, steps, platforms, etc. as per drawings h1opedra%ngsvc@gmai11.com dimensions. - Structural panels, 8d, (see manu.) B. All concrete slabs DRAWING NAME: - Simpson connectors may be replaced by equivalents. - Fiberboard panels C. All other works as required by drawings. 7/16" 6d 3" edge/6" field D. Set anchor bolts. GENERAL NOTES - Multiple scale beams (Microlam etc. ) to be assembled & installed per 25/32" 8d 3" edge/6" field 12. All forms to be left in place a minimum of 3 days after completion of poring. manufacturer's specifications. - Gypsum wallboard, 5d coolers, 7" edge/10" field - Hardboard, 8d, (see table 3.11) 13. Damp Proofing: Work Included; - Wall sheathing to extend to top of top plate. - Particleboard panels, 8d, (see manu.) A. All surfaces to be damp proofed shall be dry, clean and smooth, free of dust, dirt, void and cracks and shardprojections. STAMP A. /E. : DATE: - GWB to comply with R702.1 , R702.3, table R702.1 (2) - Diagonal board sheathing / ©ARC ` ! 1 1 " x 6" or 1 " x 8" 2-8d per support B. Allow 24 hours prior to backfilling. ���� io'CONy%F - Deflection of all members complies with Chapter 5,7,8,9 NYS residential code. 1" x 10" or wider 3-8d per support and 2020 BC-NYS Chapter 16 C Apply mastic emulsion only when temperature is 40 degrees and rising and in dry wheather * U/ FLOOR SHEATHING N t_E` REeEwED D. Apply Celotes Trowel Mastic or approved equal on all foundation walls below grade at - All details on these plans provide a continuous load path as required. - Structural panels basement and crawl spaces. -----' A116 ?6 10 2 4 1" or less, 8d, 6"edge/12" DRAWING No:field E. Mastic shall be applied at the rate of 1/8" thick wet. ZpNiNG - Contractor to censure fit of all Simpson connectors before obtaining them. Greater than 1 ", 10d, 6" edge/6" field 14. Contractor to underpin any existing foundation walls abutting new foundation walls, footing or B�gR��FgPPEa - Design pressure rating of window to be DP-30 min. per table RT301 .2 (2) NYS - Diagonal board sheathing excavation with a minimum 16" wide single pour footing to a minimum of 36" below adjoining residential code also reference R609. 1" x 6" or 1" x 8" 2-8d per support grade unless noted otherwise in plans. N - 100000 1" x 10" or wider 3-8d per support 15. Contractor to provide a minimum of r4.5 rigid insulation (vertical) as required for frost- protected footing in heated building per table R403.3 For new construction. DATE: PAGE No: NOTE- ALL NAILS SPECIFIED TO BE COMMON NAILS 06/ 15/2024 2 OF 10 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE SOUTHOLD, NY 11971 LEGEND: I I EXISTING WALL TO REMAIN EX15TING WALL TO REMAIN T _ _ _ EXISTING WALL TO BE REMOVED `� - EXISTING WALL TO BE REMOVED +-- - - - - -3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD -0mmm* STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 37-7' +- FIBER GLASS INSULATION WITH VAPOR 3G'-I" BARRIER(R-13)BETWEEN WOOD STUDS 9'-011 5" 1,51-911 II 71-711 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING 2'-1" 2'-10" 4'-1" 3-2" 2'-311 7'-911 911 911 2'-311 1'-10" 7'-711 4 PAPER AND CEDAR SHINGLE FINISHED. NEW NON FIRE RATED (COMBUSTIBLE)DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD 221-01 +- STUDS WITH TOP AND BOTTOM WOOD 21 I-OIL RUNNERS AND ONE LAYER OF 5/8"THICK " 2'-2" 4" 2'-1011 4" 2-2" 4" 2'-2" 4" 2'-2" 411 2'-2" 4" 2'-2" 4" 2'-2" 4 GYPSUM BOARD ON EACH SIDE. BSA CAL#30 I-GO-SM UP 2 R. CM HARDWIRED SMOKE DETECTOR AND CARBON Spa MONOXIDE DETECTING DEVICE. - - r- -------------------------------------- -1 ® 75 CFM MH EXHAUST FAN (WHERE IS REQUIRED) ------- ' EXISTING SUNROOM EXISTINGII� ' ------------------------------------------------ ' ' N CELLAR EXISTING DOOR " N 2210101711 ENTRANCE �I na i ce, U N - EXCAVATED cmI II I(� o N I II N NEW DOOR �N REVISION � II �CV --- L---------------------------------------------- - L-------------------------------------------; 1 WOOD STOVE 2�11{ 2 UP ---------------------- ---------------------------------------------, EXISTING DRYER W.M. i HALL u u 7� 10 XGi8 — i 8ED NOOK ' GREEN DESIGN 51 .5G S.F. ' -------- ARCHITECT BRIAN O'CONNOR -------------------- 1310 N. WINDHORST AVENUE o I N ° 0' ' EXISTING 0 EXISTING `° �° "' ' BETHPAGE, NY, 11714 co I OIL UN - EXCAVATED ENTRANCE/LIVING ; ; BEDROOM I m N Q BOILER o o ® 10' 1 1714'2" 11 So 7'7"X 14'211 N (516) 476-8168 Ln Q I o O O 157. 1 G S.F. 0 9G.72 S.F. Croweng@aol.com W ELECTRIC HOPE DRAFTING & PANEL Lu _— EXPEDITING SVC LLC. z EX15T. OPEN CELLAR A5 � _ EXIST. o ACCESSORY L15E ONLY. i EXISTING REF. BATH.�A BEATRIZ E FIRPO EATS IN KITCHEN 42. 19 S.F. 125 CORTLAND STREET 90X1810 COPIAGUE, NY, 11726 ----------------------------------------------------------- ;----------------------------J 157. I G S.F. (631)575-6254 EXISTING (917)251 -7614 �; FRONT PORCH N hopedraftingsvc@gmail.com '----------------------- 1810X72 t 13G15.F. DRAWING NAME: I, -----------------------------------�_J II I_ ►9'-I" +_ I EXISTING CELLAR 21-111 2'-4" 21-411 2'-1 11 19111 1'-81' 911 2'-311 " 2'-711 2'-3" 2'-911 2'-101' 11 11411 ' 2'-31' 21-1 1 11 EXISTING FIRST FLOOR 2'-5" 4'-II" 7'-711 EXISTING CELLAR 14G S . 3G'-I" I 101-01 +- j 27'-1" +- I SCALE 114" = 1 '-0" w STA �� Fi- DATE: �I °c°'v� EXISTING FIRST FLOOa ` � �P IZ G38 S . F. EXISTING FRONT PORCH 13G S . F. q� 035939 y0 �41R�['Q EXISTING SUNROOM 193 S . F. SCALE 1/4 = I -0 za�i NF 2y DRAWING No: Q p A - 100 ,9 00 DATE: PAGE No: 06/ 15/2024 3 OF 10 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE I SOUTHOLD, NY 11971 EXISTING WALL TO REMAIN LEGEND: 2 - - - - - - - EXISTING WALL TO BE REMOVED 1 EXISTING WALL TO REMAIN 29'-4" +- 27-10' 21 '� 7'-8" 10'-7" - - 2'-9" 2'-3" 3'-I" 3'-3" 3'-8" 9" 4'_4" 3'-8" 2'-7" I'-0" 22'-6" I'-0 _ _ _ _ _ _ _ _ EXISTING WALL TO BE REMOVED r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 NEW EXTERIOR WALL CON515TING 2 x 4 WOOD � I I STUDS@ 16"O.C., I/2"Gl1'. BD., 3 I/2 ----------------------------------------------------------------------- ------------------------------------------------------------------------i I I I FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13)BETWEEN WOOD STUDS 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING EXISTING ROOF TO BE 4 PAPER AND CEDAR SHINGLE FINISHED. ' \ ROOF BELOW ' ' I '� ' ' \ ` ROOF BELOW REMOVED AND REBUILT A5 PER NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL i ' I I I ; PROPOSED 5UNROOM PARTITION CONSISTING OF 2'X 4"WOOD EXTENSION 5TUD5 WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5I8"THICK I i --7 •� GYPSUM BOARD ON EACH CH SIDE. BSA CAL#301-GO-5M ------------ ------------ - �--------- -------------------------- t O OR A HARDWIRE D KE ND CARBON CMO----------- ------------------- ---------- --------------------------------------------------------------- ------------------ ------------------------ ----------------------- MONOXIDE MONOXIDE DETECTING DEVICE. I I I 1 1 1 1 I 1 1 EXISTING EXISTING ROOF TO BE (WHERE IS REQUIRED) � I ; , � � ; ; ® 75 CFM MH EXHAUST FAN % HALL ' ' REMOVED AS REQUIRED _ _ _ _ _ _ FOR NEW SHED ROOF 71811 X G1811 EXISTING I I 1 MSS 61 .40 S.F. Sp BEDROOM 2 �' EXISTING DOOR 0 0 1077 I I ' 10" 1 125.58 S.F. —� i � NEW DOOR 01' �--_ --- - ----------------------------------- i 1 I W ' m LU 1� I� CLOSET -- , cn N � -, 1 1 l� l� ♦♦ ♦♦♦♦ "" I I I I — Ln ; ; i I I ♦ ♦ ♦ i , Y� 11 I I — 1 I ( U_ , ------ '' CL. CL. ; ; 0 ; REVISION ' 1 so `♦ ' ' I I ' o m O ♦♦ EXISTING °� C\jN STORAGE CL. T rI ' 55.74 S.F. ' ' ' ' �- - - - - - - — — — — — — — I I 1 I "I EXITING GREEN DESIGN I —�L 1 ♦r--------2-------- ------------------------2----------- - --J I I F QEN I - - - - - - - - - ARCHITECT BRIAN O'CONNOR . I 1 1 I 1 8V,01 0" ; ' ---------------� i r-- 1-------------------------------------------� ��--�--t -----------------------�86. 5 S.F. 130 N. WINDHORST AVENUE I I B ETH PAG E, NY, 11714 ' -�- - - - - - - - I (516) 476-8168 ' EXISTIN, ROOF TO BE Croweng@aol.com 1 L--------------- ---------- ROOF BELOW o � - �---r' REMOVED AS REQUIRED FOR NEW SHED ROOF HOPE DRAFTING & ------------------------------------------------------------- -------------------------------------------------------------- EXPEDITING SVC LLC. BEATRIZ E FIRPO I_ 3-1 - 2'-3" 3-1 . I7." 4-0 1'-10" 10'-7" L-01 - 37-7"VIF 125 CORTLAND STREET 9'-7° I 4-61 -10" P'1 -7" COPIAGUE, NY, 1172610' 1_ 10'-01 +- _1_ 18'-I" +- (631)575-6254 (917)251 -7614 IhopedraftingsvcCa)g mail.com EXISTING SECOND ELOOK 4OG S . E. EXISTING ROOF DRAWING NAME: SCALE II4" = I '-0" SCALE I/4" = I '-0" EXISTING SECOND FLOOR EXISTING ROOF REMOVAL NOTES ST ; ,�";c . : DATE: ' T °. 1 . Contractor shall field verify conditions prior to the commencement 7. Contractor shall be responsible to provide protective barriers as required . sue° of work and be responsible to report all discrepancies between the actual to provide building occupants, workers and the general public. R 'p p p p 9 p g p conditions and the plans immediately to the architect. No work is to be performed in the areas where there are discrepancies until the architect 8. Contractor shall be responsible to remove all existing non-bearing �3g o�� RFCE.'VE0 OF N E � resolves the issue and the authorization is received from the owner. partitions doors, frames, etc. As indicated on the plans or as required to �_ - P install the new work as indicated on the tans. AUb 2 6 p C� ?0 2. Contractor shall remove all finishes from existing columns full height. Zy Contractor shall not remove the required columns fireproofing. 9. Contractor shall remove all existing electrical outlets, switches, panels DRAWING No: � o"DOPAP wires, etc. As indicated on the plans or as required install in New York PE'tts 3. Contractor shall remove all existing floor finishes and mastic throughout the entire floor. The existing terrazzo floor is to remain undisturbed. 10. Contractor shall remove all existing unit heater, flues, gas piping, etc. As shown in the plans. Contractor shall field verify the number of existing unit 4. Contractor shall coordinate the removal of any vertical pipes, conduits, heaters prior to the commencement of work and be responsible to remove all. A - 101000 ducts, etc. With the landlord's field rep. prior to the commencement of work to 11 . The work indicated on this plan is for overall general clean out of the DATE: PAGE No: determine if the piles, conduits,ducts, etc. are no longer in use. No existing entire floor for the construction of the New York indicated on the plans. 06/ 15/2024 4 OF 10 functioning building services are to be disturbed as part of this work. Removals and/or cutting of the new opening ]s requiring structural 5. Contractor shall be responsible to maintain all exits and exit stairs free alterations to the building DOB STAMP: and clear of any debris, material, equipment, tools, etc. at all times 6. Contractor shall be responsible to maintain the space clean and shall remove all debris from the site on a daily basis DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE EXISTING ROOF TO BE SOUTHOLD, NY 11971 EXISTING ROOF 1.0 BE REMOVED A5 REQUIRED REMOVED AS REQUIRED FOR NEW SHED ROOF EXISTING ROOF TO BE LEGEND: FOR NEW SHED ROOF RIDGE REMOVED AS REQUIRED FOR NEW SHED ROOF I EXISTING WALL TO REMAIN EXIST. EXIST EXIST. EXIST. EXIST.1 7 2 FIST. I I--I LA I I I I I I I I I I I I j- I -T- I -T- I -- _ _ _ _ - _ - EXISTING WALL TO BE REMOVED EXISTING ROOF TO BE 2ND FLOOR�_ > 44:1REMOVED AND REBUILT A5 PER m PROP05ED 5UNROOM 3 EXTENSION NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I6"O.C., 1/2"GYP. BD.,3 1/2 FIBER GLASS INSULATION WITH VAPOR 5UNROOM TO BE EXTENDED BARRIER(R-13)BETWEEN WOOD STUDS 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING LEX15T. EXIST. EXIST. EX15T. LXIST. EX15T. E. E. 4 PAPER AND CEDAR SHINGLE FINISHED. NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD T T STUDS WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK I ST FLOOR OIL -- - - - ---- - - - -- - - - ---- - - - -- - - - ---- - - - -- - - - -- - - - - -- - - - ---- - - -- - - - - -- - GYP5UM BOARD ON EACH SIDE. BSA CAL#30 160 SM cm ' HARDWIRED SMOKE DETECTOR AND CARBON 5D O MONOXIDE DETECTING DEVICE. 1 1 1 I I I IL I I I I I I I I I t I 1 1 I I I I rJi L� I L _J L__J 1 L_-J L__J rJ L� rJ L� �J L� i �J L_� L� ® 75 CFM MH EXHAUST FAN -- ---- ----I ---- L------1----J (WHERE IS REQUIRED) 1 I I I 1 1 I I I I 1 I I 1 I I I 1 1 I I I I I I 1 CELLAR EXISTING DOOR J L_ J L ri L----------------------------------J L I 1 1 1 I 1 I 1 I I 1 1 1 t I 1 NEW DOOR �I 101-01 +- 1 27'-1" +- . 1 I_ 13-0 +- 1 22'-01 +- I REVISION EX EXISTING NORTH EAST ELEVATION IST NG SOUTH WEST ELEVATION SCALE 114" = 1'-0" SCALE 114"= P-0" GREEN DESIGN ARCHITECT BRIAN O'CONNOR 130 N. WINDHORST AVENUE BETHPAGE, NY, 11714 (516) 476-8168 Croweng@aol.com HOPE DRAFTING & EXPEDITING SVC LLC. EXISTING ROOF TO BE EXISTING ROOF TO BE BEATRIZ E FIRPO REMOVED A5 REQUIRED REMOVED A5 REQUIRED FOR NEW SHED ROOF FOR NEW SHED ROOF 125 CORTLAND STREET RIDGE ,�_ RIDGE COPIAGUE, NY, 11726 �P (631 )575-6254 EXISTING ROOF TO BE REMOVED AND REBUILT AS PER (917)251 -7614 PROPOSED SUNROOM EXTENSION hopedraftingsvc@gmail.com EX15T• DRAWING NAME: 5UNROOM TO BE EXTENDED EXISTING ROOF TO BE REMOVED AND REBUILT P,5 PER �EX� IST• > 2ND FLOOR PROP05ED 5UNROOM - > 2ND FLOOR EXISTING ELEVATIONS o EXTEN5ION EXIST. 5UNROOM TO BE EXTENDED 1` ATE EXIST. EXIST. EXIST. E. E. E. E. E. E. ST •{� �N c ti _ _ __ _ __ _ _ _ 1ST FLOOR _ ____ _ I ST FLOOR i y <i 7 p -- - - - - -- - - - -- - - - - -- - - - - -- - - - - - - - - -- - - - ---- - - -- - - - ---- - - - -- - - - - -- - - - -- - - - ---- - - - -- 7-\ �35839 '�* R�C`-7 /&:. . .:..•=:.. D , 1 1 I I 1 1 I I 1 1 1 1 , � ' I I I I 1 '"4.�„••,_ r,. IL !/� A V� �1�. 6 70? G �,I I 1 � 1 1 I I I 1 1 I I I 1 I I 1 L__J rJ L� �J L� rJ L__J O'r,NG�OAA 1 1 1 I I I 1 1 I I I 1 1 I t ---- r--,-, r--, ---- ---- r--,-, ---- DRAWING No: 1 1 I 1 t I 1 t I 1 I 1 I I 1 I I 1 1 1 ' CELLAR CELLAR rJL-------------------------------------------r.J L., rJ L ------------------------------------------r-� L� 1 I 1 I 1 1 1 I � I 1 1 1 1 1 I 1 L-----J L-----J L-----J L-----J 1 1020 7'-2" +- 1 15'-8" +- -1- 81-7" +- I I 8'-7" +- 1 201-4" +- 1 2'-01 +- I DATE: PAGE N o: 31'-5" +- I 1_ 31'-5" +- -1 06/15/2024 5 OF 10 EXISTING NORTH WEST ELEVATION EXISTING SOUTH EAST ELEVATION DOB STAMP: SCALE 114"= P-0" SCALE 114"= P-0" DOB APPLICATION #: PROPERTY LOCATION: I 580 JACOB.S LANE EXISTING WALL TO REMAIN r-31 SOUTHOLD, NY 11971 NEW EXTERIOR WALL LEGEND: 4 NEW INTERIOR WALL I EXISTING WALL TO REMAIN EXISTING NEW _ 2_ _ _ _ - - - - - EXISTING WALL TO BE REMOVED 37'-0" +- 3 35'-6" NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD 511 18'-9" 5" 7'-711 STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 11411 2'-1011 4'-I" 3'-2" 2'-3" f 6'-10" I 71-711 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13)BETWEEN WOOD STUDS 112"EXTERIOR PLYWOOD 5HEATING, BUILDING 30'-011 4 PAPER AND CEDAR SHINGLE FINISHED. 22'-6" EXISTING 6'-5" NEW NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL 28'-2" PARTITION CONSISTING OF 2'X 4"WOOD EXISTING NEW 21-211 411 2-10" 4," 21-2" 4" 21-2" 4," 21-2" 411 21-2" 4," 21-2" 411 21-2" 411 41- 11 411 21-211 STUDS WITH TOP AND BOTTOM WOOD LL GG CCJ� UP2R. RUNNERS AND ONE LAYER OF 5/8"THICK GYPSUM BOARD ON EACH SIDE. MONOXIDE DETECTING DEVICE. BSA CAL#301-6o-5M Q CMO HARDWIRED SMOKE DETECTOR AND CARBON 12" POURED CONC. FOUNDATION WALL ON SI� 2' WIDE BY 12" DEEP FOOTING WITH 2 # 5 NEW D.H. WINDOW(TYP.) ® 75 CFM MH EXHAUST FAN REBARD5, 3' TO BOTTOM OF FOOTING THROUGH 2'--x4'o" ------------ (WHERE IS REQUIRED) I\ /1 -------- ---- - - EXISTING DOOR ' --------------------------------------------, ; _ NEW DOOR 2'1077'0' NEW DOOR 4'8"X7'0" W W ; ; LLB Lu % 19.53 S.F. PROPOSED 32.66 5.F. L, �, L1 z L4�� TI11CK POURED CONC. SLAB z z N ENCLOSED UNHEATED SUNROOM 4X4 COLUMN IN WALL N "' Z I I II I " TO FOUNDATION ; I I � ON GRADE OVER I � `\, 3oox� 20 ; ^ NEW DOOR EX15TING ' 5TEGO 20 MIL VAPOR BARRIER '� CELLAR -' X REVISION N ENTRANCE SLOPE o m CEILING ; �, c� N z ; 1 z z + _ 1 �— r r Imo' V J \ , J W W X I I X X EX15T. I X W W NEW bOR 418"X7'0" W W ; "� O p GREEN DESIGN -- - --------------------------------------------- ----------- �-------- N •'32.66 S.F. ' ----------, _ ',,WOOD STOVE 1 INZF2) 2 x 10 HEADER ARCHITECT BRIAN O'CONNOR 130 N. WINDHORST AVENUE ------- -------------- UP EXISTING EXISTING (2) 2 x 8 HEADER 1 r--------------- --------------------� I IN Ir-----------------------� , I DRYER W.M. + I ; I NEW D.H. 2'3"x4'2" PA E, NY, 11714 ; ; 7, I O„AX�,811 9.37 S.F. __ (516) 476-8168 11 ,- I I I ________ _ 51 .56 S.F. Croweng@aol.com BED NOOK ' I N HIOPE DRAFTING & W I I o EXISTING Mso ; , EXISTING EXPEDITING SVC LLC. U� �� ENTRANCE/LIVING 0 , , m _, BOILER ( OIL TANK UN - EXCAVATED ' ' BEDROOM I z N + BEATRIZ E FIRPO z Q Z ® 10' I I "X 14'2" so 7'7"X 14'2" N Q z + o o 157. 16 S.F. O 96.72 S.F. z 125 CORTLAND STREET U Ln EX15T. — (n i= o CO O O BATH, f-- COPIAGUE, NY, 11726 ELECTRIC ' X `v PANEL I (� N 42. 19 S.F. ; ; I = t� (631)575-6254 W z EX15T. OPEN CELLAR A5 X W _ 0 0_ �' XCl Lu (917)251 -7614 ACCE550RY USE ONLY. I W EXISTING REF. I ho edraftin svc mail.com 0'3"X 14'2" `---"-"""""---------""-"---""""----------""-" EAT-IN KITCHEN EXISTING EXISTING EXISTING p g @g 8'47 18' 10" DRAWING NAME: 1 1 + 1 + -------------------------------- L--------------------------- I 157. 16 S.F. EXISTING PROPOSED CELLAR ' FRONT PORCH N EXISTING II 72 1810X PROPOSED FIRST FLOOR I II I 1 ' I 1 ; f ------------------------------------; 136 S.F. I ' N --------------------- -------------------- _-------- _ 191-1" +- I ST A'I �`�`�; 1 ;�.. DATE: L < 1 2I-I11 2I- II 2I- II 2I-III jII I- 1 911 2I II - 2I- 11 2I- It 2I- II 2-10II III I1- 11 2I 11 2I-I I11 I � 9 0 �l I 4'-I III 101 77EXISTING EXISTING � l . 104" +- I 271-I" +- s 0y0 I_ 371-711 +- /?leG211,2o �---� TI J A�6 CELLAR 14G S . F. (NO CHANGE) EXISTING EXI S NG 26 KEN z� — Q DRAWING No. �1yG80 SCALE I/4 11 — I -011 105 0oFgppF �c 0 PROPOSED EI RST ELOOIR FINAL MAP DATE: PAGE No: REVIEWED BY ZETA 06/15 024 6 OF 10 EI RST FLOOR G36 S . F. ( )NO CHANGE DEcI olv —7` � DOB S AMP: 1 boa >=RONT PORCH 13G S . E. (NO CHANGE) DATED: SUNIROOM 1 93 S . E. EXIST. + I G7 S . E. NE � SCALE 1/4" = 1 '-0" DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE SOUTHOLD, NY 11971 1 LEGEND: EXISTING WALL TO REMAIN 1 3 NEW EXTERIOR WALL EXISTING ROOF TO REMAIN EXISTING WALL TO REMAIN 4 2 NEW INTERIOR WALL EXISTING WALL TO BE REMOVED - - - - - - - Q : NEW SHINGLE ROOF TO MATCH WITH EXISTING 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD EX 15T I N G NEW STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13) BETWEEN WOOD STUDS 27-10"2 Q 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING 7'-8" " 10'-7" 4 PAPER AND CEDAR SHINGLE FINISHED. 3'-5" 2'-3" 3'-1" 3'-3" 3'-8" 9" 4'-4" 3'-8" 2'-7 I'-0" 30'-011 I'-0" NEW NO FIRE RATED(COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD I'0" ROOF OVERHANG ALUM. GUTTER STUDS WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK ' : ' : : • : • : • : • . : • : • : • . : • . ' • ' • : • : • . • . : • : • : •_ ' • : • : • . • . : • : • . • . : . ; . • . - . • : • : • . ' . ; . : . . = GYPSUM BOARD ON EACH SIDE. - --------------------------------------------------------------------------------------------------- ; ----- -:--:- - =- -- - .--;=- --- -=- -"=-:--- - -:--=- - =-::-- --- =-:. -----=-_ --- =-:=- .----- BSA CAL#30 I-GO-SM : : : : : : : : ; : : : : : : : ; : ; : : : : ; : ; : : : ; : ; : ; : : ; _ : : : ; CM HARDWIRED SMOKE DETECTOR AND CARBON Sp Q MONOXIDE DETECTING DEVICE. o I . •I. W zW St11N�LE5R00FTILE W : ; :�; : : • . ; . ; . ; ; • ; . ; . ; ; : . : . ; . ; ; • ; . : . ; ; Z = X~� ON 15# FELT OVER 5/511 FIRE Z : ', : : ; : : : ; : ; : ; : ' • ; : : : ; : : ; : : : : : : : ; : : : : ' 75 CFM MH EXHAUST FAN o (" I RETARDANT TREATED I : . , . Q(no , ; ; . ; . : : " : : : : ; : ; : ; : �' PICTH 2.5/ 12 ® (WHERE IS REQUIRED) z o Q Q z PLYWOOD DECK EXOTING DOOR Rig o o� I I r . ; "gyp : . : . ; :� : • . ; . ; • ; ; . ; �" 1 ' Z I - - �zWz�o�W z - NEWSNINGLEROOF � �; : //nn �v., � NEW ROOF BELOW ,`n� ., . . TO MATCH WITH EX15T. : : v l Q= C° v l ' ' NEW 2 x 10 RAFTERS : . z : . NEW 2 x 10 RAFTERS - oft` Too_ , I t . i X U a 11 � 0 z x @ I G O.C. (TYP.) • : ; : ; : : : : ; : ; : ; : ; : : ; : ; : _ ; : : : : @ I G" O.C. 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(631 )575-6254 �i G.14 S.F. ;--- ---------------I (917)251 -7614 ' WALL TO BE RAISED M hopedraftingsvc@gmail.com CEDAR SHINGLE SYSTEMN WALL � � V ; FINISHED OVER I RIGID INSULATION I I ROOF BELOW - L---------------- ------------T- ,, EXIST ING I (R=7.0 MIN)ON 5/8"PLYWOOD EXTERIOR = o - , , DRAWING NAME: ' SIDE, 5/8"GYP, INTERIOR ON 2X4 ' WOOD STUD I G"O.C. WALL, WITH ; CLOSED CELL SPRAY FOAM R-G.5/ I ----------------------------------------------' PROPOSED SECOND N --------------------------------------------------------------i INCH BETWEEN (R=24 MIN.) L---------------- 1 S C 0 D FLOOR - LQ PROPOSED ROOF I �� � .I � �� �� � �� � � �� � 1 �� I'_0�� 51_311 51.3�� I�_0�� .L � 3-5 -1 2-3 � 3-5 .17 �'I. 4-G -�'I-I -I 0_ �I I 0-7 I 1 �� �_ �� � �� �� � �� 1 �� �_ �� � �� 9'-7" P'I 4'-0" P'I 1'-10" P'I 10'-7" 1 I -0 I O G VIF I -3 I G-4I I -3 I -0 7 3 1 -0 -, I -0 37 7 VIF 1 -0 101-01 I ST G E�oq DATE: EX15TI NG EXISTI NG , o m 39 PROPOSED SECOND FLOOR 49G 5 . E. (NO CHANGE) PROPOSED ROOF WI?° � t RECEIVED � CALE 11411 = 1 '-0" SCALE 1/4" = 1 '-0" AUGa 2 6 2M DRAWING No: 70NING BOARD OF APPEALS 1044, 00 DATE: PAGE No: 06/ 15/2024 7 OF 10 DOB STAMP: DOB APP'L I CATION #: PROPERTY LOCATION: A 580 JACOBS LANE EXISTING ROOF A SOUTHOLD, NY 11971 PROPOSED ROOF SHED PROPOSED ROOF SHED EXISTING ROOF LEGEND: RIDGE RIDGE Tw EXISTING WALL TO REMAIN NEW NEW NEW NEW PROPOSED ENLARGED EXIST. GUNROOM EXIST. EXIST EXIST. D(IST. EXIST. — — — 2 — 71 r-17I I II T- 91 I -T- I --F I -�az,, - - - - - - - - EXISTING WALL TO BE REMOVED 0 > 2ND FL00 2ND FLOOR � 3 m NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD STUDS @ I G"O.C., 112"GYP. BD., 3 112 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13)BETWEEN WOOD STUDS 112"EXTERIOR PLYWOOD S-EATING, BUILDING EX15T. EXIST. EXIST. EXIST. EXIST. NEW N. N. N. N. N. N. N. N. 4 PAPER AND CEDAR SHINGLE FINISHED. NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL PARTITION CONSISTING OF 2'X 4"WOOD T NEW STUDS WITH TOP AND BOTTOM WOOD - - - -- - - - ---- - - - -- - -- - - - - -- - - - -- - 15T FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ I ST FLOOR R ND ONE LAYER OF 5I8"THICK , . ---- - - - -- - - - ---- - - - -- - - - - -- - - - GYPSUM BOARD ON EACH SIDE. BSA CAL#301-GO-5M HARDWIRED SMOKE DETECTOR AND CARBON 5D OI MONOXIDE DETECTING DEVICE. I t I I I I 1 1 1 1 1 I I I I I I 1 1 1 I I I I I I 1 1 I 1 1 I , 1 1 I L; LJ L__J L__J L__J ;J L; ;J L i i J L i rJ � L� ® 75 CFM MH EXHAUST FAN ' (WHERE IS REQUIRED) L______J 1 1 1 1 L______J L______J L______J 1 1 1 1 1 1 I LL____J 1 I 1 1 1 1 1 I I---------------------------------� CELLAR L---------------------------------j I CELLA EXISTING DOOR rr 1- -, r -r-------------------------------- , 1 I I I 1 1 1 I 1 1 I I I I 1 1 L_____J L_____J L_____-I ------- �-- A NEW A --� EX 15T I N G NEW DOOR REVISION TIT T -TII r--L�-1L1I L- FII I1I III- -I1I1j IIIII- II Ak EXISTING EXISTING EX15T1 NG I 10'-01 +- I 27'-1" +- I I GI-011 +- I 301-011 I I'-7"�I'0"I"I I 37'_711 +_ I I _ 37'-7" +_ GREEN DESIGN ARCHITECT BRIAN O'CONNOR PROPOBED NORTH EAST ELEVATION PROPOSED SOUTH WEST ELEVATION 130 N. WINDHORST AVENUE 0 SCALE 114"= I'-0" SCAILE 114"= P-0" B ETH PAG E, NY, 11714 (516) 476-8168 Croweng@aol.com HOPE DRAFTING & EXPEDITING SVC LLC. BEATRIZ E FIRPO PROPOSED ROOF SHED EXISTING ROOF 125 CORTLAND STREET RIDGE RIDGE �COPIAGUE, NY, 11726 PROPOSED ROOF SHED (631 )575-6254 EXISTING ROOF (917)251 -7614 NEw ho edraftin svc mail.com Ex1sT. PROPOSED ENLARGED PROPOSED ENLARGED P g @g BUNROOM 5UNROOM NEW NEw - DRAWING NAME: 2ND FLOOR > PROPOSED ELEVATIONS, 7 � 2ND FLOOR il, o n? EXIST. G�Q BRA EXIST. N. N. N. N. N. N. N. N. EXIST. EXIST. STA �P' � E - DATE: co N T o�a chi - -- - - - - -- - - - -- - - -- - - - ---- - - ---- - - I ST FLOOR -- - - - -- - - - -- - - - I ST FLOOR . III ,S.. ' .. �, 9X� �3583J O ^I 1'`l tF 14 EW 1 1 1 I 1 1 1 I I I I 1 , I I I 1 I I 1 +;,�..•„?;.' ���^++.,,, 1 1 I 1 1 I I I I 1 , , , , I 1 1 1 1 1 1/�,J✓/1 1 I 1 I I 1 1 1 I 1 1 1 1 L--J rJ L , rJ L-1 rJ �-� rJ L-t rJ L , rJ L , i i rJ L� L__J C ' DRAWING No: 1 1 1 1 I 1 I I 1 , , , 1 1 L------J L-r--,-J L------J L------J L-r---I-J 11 L------J 1 1 1 I 1 I 1 1 1 1 1 1 I 1 I 1 1 L--------------------------------------------J CELLAR ' L--------------------------------------------J CELLAR r.J L-------------------------------------------rJ L, rJ L--------------------------------------------rJ L-, 1 1 1 , 1 I I 1 � I 1 1 1 1 I 1 1 L_____J L_____J L_____J L_____J NEW EXISTING EXISTING DATE: PAGE No: EXISTING EXISTING NEW 06/ 15/2024. 8 OF 10 7'-2" +- I 15'-8" +- _I _ 12'-0" � I_ 12'-0" +- I 20'-4" +- 12'-6" DOB STAMP: 0/1 34'-10" +- 1_ 34'-10" +- PROPOSED NORTH WEST ELEVATION PROPOSED SOUTH EAST ELEVATION SCALE 1/4" = P-0" SCALE 114" = P-0" DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE PROPOSED ROOF SHED CHIMNEY TOTAL SPAN OF ROOF RAFTERS SOUTHOLD NY 11971 5HINGLE5 ROOF TILE PIPE THROUGH LEGEND: ON 15#FELT OVER 5/8'FIRE ROOF RETARDANT TREATED 2 2x 12 RIDGE CONTRACTOR TO V.I.F.WALL o PLYWOOD DECK FRAMING 2X4 @ 24 O.C. o 2X 10 R.R.@ I G"O.C. IXISTING ROOF PROVIDE 2X4 STUD BETWEEN RIDGE ° EX15TING STUD TO MAKE WALL .� ° I 2X4 @ 12 O.C.AND 2X4 HOR. 0,jtFL ° o 0 BEARING SILL AT NEW J0I5T �ooF ATTACH TO 51DE OF RR OR WALL ' BEARING LOCATION IF NEEDED w ShEQ STUD USING ONE 114 x 3 1/2 EXISTING WALL TO REMAIN PITCH ROOF AS HIGH A5 P05518LE N� CARRIAGE BOLT PER FOOT OF ROOF NEW D.H. NOT TO INTERRUPT WINDOW LEDGERS. SPAN TO PREVENT UPLIFT 2'2"X2'10" 2 NEW ROOF 5HINGLE5 ROOF TILE — — — — — — — ON 15#FELT OVER 5/8"FIRE RETARDANT TREATED - - _ - - - - EXISTING WALL TO BE REMOVED EXISTING ROOF PLYWOOD DECK REMOVE SHEATING OF EXISTING 2X10 R.R.@ I G"O.C. ROOF TO REVEAL EXISTING ROOF 3 EXISTING NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD BEDROOM 2 > 2ND FLOOR STUDS @ I G"O.C., 112"GYP. BD., 3 112 PROP05ED ENCLOSED b FIBER GLA551N5ULATION WITH VAPOR UNHEATED 5UNROOM BARRIER(R-13)BETWEEN WOOD STUDS 112"EXTERIOR PLYWOOD 5HEATING, BUILDING EXIST. 4 PAPER AND CEDAR SHINGLE FINISHED. 5H ED CONNECTION TO EXI5TI NG ROOF OR WALL 5TU D NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL ROOF PARTITION CONSISTING OF 2'X 4"WOOD UPLL� STUDS WITH TOP AND BOTTOM WOOD EXIST. 4"THICK POURED RUNNERS AND ONE LAYER OF 5/8"THICK EXISTING OPEN EXIST. CONC.5LA5 ON YP UM BOARD ON EACH SIDE. EXISTING STAIR WO 5TovE GRADE OVER 5TEGo BSA CAL#301-GO-5M FRONT PORCH ENTRANCE/LIVING 20 MIL VAPOR BARRIER I ST FLOOR GRADE: . • • • , . , , , • • • . , • . • • . • . , . • CM HARDWIRED SMOKE DETECTOR AND CARBON EX15TING 729�'M' DE GRADE 5D O MONOXIDE DETECTING DEVICE. FOUNDATION ELECTRIC z PANEL ® 75 CFM MH EXHAUST FAN o (WHERE IS REQUIRED) m EX15TING IXIST.OPEN CELLAR AS EXIST. EXIST. EXIST - EXISTING DOOR FOUNDATION ACCESSORY USE ONLY. BOILER H.W. _' HURRICANE ANCHORS MANUFACTURED BY WASHE — SIMPSON STRONG-TIE CONNECTORS MODEL No.H2.5A EX15TING OR APPROVED EQUIVALENT AT EVERY FOUNDATION WALL EXIST. CONC. SLAB RAFTER TO PLATE CONNECTION BOTH SIDES WHEN .FOUNDATION WALL ON CELLAR TIERS DO NOT ALIGN WITH 5TUD5 EP FOOTING WITH 2#5 REBARD5,3'TO BOTTOM OF FOOTING NEW DOOR SIMP50N 5TRON6-TIE CONNECTOR L.*H7Z TO BE USED WHEN REVISION RAFTER AL15NS WITH STUD EXISTING EX 15T I N G I NF_WI USE A MINIMUM OF TWO Sd NAILS THIS SIDE WITH A °" TOTAL OF FOUR INTO RAFTS 15'-8" +- I 12'-0" ° I 34'-I O" +- -� o 0 . °\ ° ROOF RAFTS ° DOUBLE TOP PLA GREEN DESIGN STUD PLATE TIES MANUFACTURED BY 51MPWN ARCHITECT B R IA N 0'C O N N O R STRO SCALE I/4"= I'-O° NG-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUD 13 0 N. W I N D H O R ST AV E N U E TO PLATE CONNECTION WHEN RAFTERS DO NOT ALIGN WITH STJD BUILDING A—A BETHPAGE, NY, 11714 ° STUDS® Ib" Q.G. (516) 476 8168 SCALE 1 /411 = 1 I-011 ° Croweng@aol.com ° TWO Sd NAILS INTOPLATE5 HOPE DRAFTING & ICHTSdNAILS EXPEDITING SVC LLC. INTO STUDS BEATRIZ E FIRPO ROOF STRAPPING DETAIL 125 CORTLAND STREET COPIAGUE, NY, 11726 (631 )575-6254 WHEN NOT ALI6NED WITH RAFTER, (91 7)251 —761 4 CONNECT KING 5T,05 TO TOP PLATE, SEE ROOF STRAPPING DETAIL WRAP IY4"GALS.10 6A.COIL STRAP hoped rafti n g svc @ g m a i l.c o m VER TOP OF TOP PLATE 4 NAIL ROOF FRAMING DRAWING NAME: CRIPPLE 1,411 MIN. EDGE BUILDING CROSS SECTION A-A DOUBLE TOP PLATE DIFFERENCE 12 DETAILS RECEIVED ROLLED ROOFING OVER SEE 15#BUILDING FELT EADER L�LP�( 1/2"CDX PLYWOOD SHEATHING PROVIDE ICE PROTECTION AT AUv z 6 ZUZ4 ENTIRE LOW PITCH ROOF ST ZONING�? JACK 4" STUD FULL LENGTH 2"x10" R.R. 16"O.C. �� �� �,`, �S ERA 7 �° 5/8 (Px 12 STEEL ANCHOR ` t , ��� N T o. R�,� LIS FRAMED OPENING FOR NEW WALL STUDS II �1 CC ��\PcOZ� BOLTS AT 3 -O O.G. MAX. I � WINDOW OR EXTERIOR DOOR MAINTAIN 1"AIRSPACE MIN EMBEDMENT OF -7 n • �` � ALUMNIUM DRIP EDGE ��t f` n ry1.e o CONTINUOUS VINYL SEE PLAN F� 3s839 p��i'F SOFFIT WITH VENT ` 9 `Fp N E\N DRAWING No: NOTE: 4"x2"ALUMINUM GUTTER UPLIFT CONNECTION 15 REQUIRED AT EACH END OF THE HEADER AND AT O.H. W/3"x2"LEADER NO UPLIFT NEGTORS a 5 AREA BOTTOM OF HEADER STUDS IN ADDITION 1x6 FACIA REPLIFT TO CONNECTORS AT KALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES. R-5 RIGID BOARD 4 — 10 SIDING TO BE SELECTED a ' A 00 \1-4b 6a.STRAP TIES MANUFACTURED BY SIMPSON 5TRON6-TIE CONNECTORS USE 51MPSON Z-MAX OR HD6 ROOF DETAIL CONNECTORS 2x4 STUDS @ 16"O.C. DATE: PAGE N o: MODEL No.G516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE 0 6/ 15/2 0 2 4 9 0 F 10 STRAP TO HAVE MIN. 12"BEARING ON THE STUD FOR ALL.HARDWARE IN CONNECTION � I AND WRAP UNDER SILL PLATE AT FOUNDATION. W/AGQ LUMBER. 12 2"CDX PLYWOOD SHEATHING COVERED •• W/TYVEK HOUSE WRAP OR APPROVED DOB STAMP: UPLIFT GONNrEGTOR DETAIL WATER-REPELLENT SHEATHING ANCHOR BOLT DETAIL DOB APPLICATION #: FRAMING NOTE5 PROPERTY LOCATION: F IAA M I N G D ETA I L FOR HURRICANE T I E5 AND NAILING 5 C H E D U LE I-AS PER SPECIFIED WITHIN THESE DOCUMENTS,ALL EXTERIOR WALLS WILL CONSTRUCTED A5 TYPE I AS ANY HEADERS WITH BEAMS,GIRDERS,OR POSTS BEARING THEM,SHALL BE BROUGHT TO THE SHEAR WALLS A DEFINED BY THE AMERIGAN FOREST AND PAPER ASSOC.WOOD FRAME CONSTRUCTION ATTENTION OF THE ARCHITECT TO DETERMINE THE APPROPIATE S1XIXE AND STRENGTH. ALL MODEL NUMBERS SPECIFIED HEREIN REFER TO 51MP50N STRONG TIE PRODUCTS,EACH OF THE MANUAL SECTION 3.4.4.2. 18-STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. H O V A C O B S LANE CONNECTIONS SHOWN REFLECT TYPICAL CONDITIONS AND ARE ONLY APPLICABLE WHEREVER NECE55ARY 2-ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER 5TRE55-FB+850,E= 1,600.000 P.S.I., 19-2 x 6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING J015T D0. DOUGLAS FIR LARCH No.2. 20-PROVIDE(3) 1"0 VENT HOLES AROUND SKYLIGHTS. 3-ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD,THICKNESSES OF EXTERIOR 2 1-INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATING AND PERPENDICULAR TO THE ROOF JOISTS ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS AND AT EVERY WALL STUD SHEATHING TO BE 112"MIN.AND 3/4"MIN.FOR SUB-FLOORING,UNLESS OTHERWISE NOTED. TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. NOTE: 4-ALL EXTERIOR NAILING,IN EXPOSED EXTERIOR WOOD,SHALL BE ALUMINUM OR GALVANIZED. 22-BEFORE FRAMING STAR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF 7-0". S 0 U T H 0 L D N Y 119 7 STRAPPING IS 1 I/4'k20 GAGE 5-PROVIDE CROSS-BRIDGING OR SOLID BLOCKING @ 8'-0'O.C.MAXIMUM FLOORS,CEILINGS,AND 23-ALL RISERS TO BE A MAXIMUM Of 8 114"AND ALL TREADS T BE A MAXIMUMOF 9"IN DEPTH WITH A f IS CONSIDERED PRESCRIPTIVE. ROOFING. NOSING BETWEEN 3/4"AND 1 1/4"PROJECTION RISERS AND TREADS SHALL NOT DEVATE MORE THAN 3/6" 6-J015T SUPPORTING PARALLEL PARTITIONS,SPACED APART TO PERMIT THE PA55AGE OF PIPING OR DUCT THROUGHOUT THE ENTIRE RUN.MINIMUM WIDTH OF STAIRS TO BE 30. REQUIREMENTS AS PER TABLE 502.2 FOR 27ONE I I b ALL NAILING MUST BE IN ACCORDANCE WORK,ARE TO BE BLOCKED AT MAXIMUM I G"INTERVALS ON BEARING PARTITIONS AND 32"INTERVALS ON WITH TABLES 3.48 t 3.GA FROM 2001 WFCM BEARING PARTITIONS AND 32"INTERVALS ON NON BEARING PARTITIONS. 24-ALL WINDERS AND SPIRAL STAIRS SHALL LLB COMPLY WITH THE NEW YORK STATE RESIDENTIAL BUILDING CODE. LEGEND: COMPONENT VALUE REQUIRED VALUE PROVIDED COMMENTS 25-ALL HANDRAILS AND GUARDRAILS SHALL BE 36"HIGH AND MUST BE PROVIDE AROUND ALL SURFACES ALL PERFORMED CONNECTIONS ARE TO BE C520-6-8D 7-PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW YORK 5TATE. WHICH ARE 16 OR HIGHER THN ADJACENT SURFACES AND FOR ALL STEPS OF 2 RISERS OR GREATER. DOORS U=.35 MAX. U= .35 AS PER OWNER/CONTRACTOR NAILED IN STRICT ACCORDANCE WITH THE IN EACH CONNECTION 8-PROVIDE DOUBLE J015T OR PULL WIDTH SOLID BLOCKING UNDER All POSTS,PARTITIONS,AROUND ALL 2G-TERMITE SHIELDS AND SILL SEALER TO BE PROVIDE FOR ALL NEW FOUNDATION WORK. WINDOWS/PATIO DOORS U=.35 MAX. U=.35 AS PER OWNER/CONTRACTOR MANUFACTURER'S SPECIFICATIONS C520-6-8D OPENINGS,5KYUGHT5,BATHTUBS AND APPLIANCES OR FIXTURES. 27-NEW WORK SHALL TIE AND LAP INTO IXISTING SO AS TO PREVENT LEAKAGE. IN EACH CONNECTION 9-MICROLAM BEAMS,DESIGNATED WITH AN"ML"OR LVL•NOTATION SHALL HAVE A MINIMUM WIDTH OF WALLS U= .14 MAX. U= .14 PASSES HT520- 12-1 OD 13/4'PER MEMBER,WITH A MINIMUM FLEXURAL 5TRE55 OF 2,800 P51. 28-ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. 1 ROOF/CEILING U= .031 MAX. U=.30 PASSES IN EACH CONNECTION 10-DOUBLE BEAMS,Of STANDARD LUMBER,SHALL BE NAILED TOGETHER WITH I GD NAILS(a?16°O.C. 29-USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS. FLOORS U=.05 MAX. U=.05 WHERE APPLICABLE AROUND PERIMETER OF BEAM,PROVIDE MIN.OF 2"CLEARANCE TO EDGES.TRIPLE BEAM5 TO BE NAILED 30-FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS,PIPES,VENTS,SKYLIGHTS,CHIMNEYS AND TOGETHER FROM BOTH SIDES.ALL OTHER BEAMS TO BE THRU BOLTED WITH THE SAME PATTERN. ROOF VENTILATORS.FLASHING TO BE PROVIDED AT HIPS,RIDGES,VALLEYS.CHANGE OF ROOF SLOPE, HEATED SLAB R=6,5 MIN. R=6.5 WHERE APPLICABLE I I-WHERE J015T HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED.CONTRACTOR TO PROVIDE GABLE ENDS AND OF FOUNDATION WALLS.ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8° EXISTING WALL TO REMAIN UNHEATED SLAB R=4.5 MIN, R=4.5 WHERE APPLICABLE AND UTILIZE THE PROPER SMOOTH SHANK ANDI OR ANNULAR RING NAIL5A5 RECOMMENDED BYTHE HANGS IN EACH DIRECTION.ALL FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED. CELLAR/BASEMENT WALLS U= .10 MAX. U= .08 WHERE APPLICABLE MANUFACTURER,TO INSURE THE APPROPIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 31-ALL INTERIORLEADERS ARE TO HAVE 112"FOAM SOUND INSULATION. CRAWL SPACE WALLS U= .06 MAX. U= .05 WHERE APPLICABLE 12-PROVIDE A MIN.OR 2"CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING. 32-INSULATION SHALL BE FIBERGLASS BATTS--FOIL ONE SIDE,UNLESS OTHERWISE 2 13-DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN.OF 114 OF THE TOTAL LENGTH Of WALL. NOTED,THICKNESS A5 SHOWN FIBERGLASS DRAWINGS.STAPLE PADS DE FOIL OVER FRAMING. DOORS: _ _ NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. 14-PROVIDE"CATS"AT ALL EXTERIOR AND BEARING WALLS AND ALL WALL5 OVER 8 FEET HIGH.HAVE STUD THE CONTRACTOR/OWNER SHALL INSTALL EXTERIOR DOORS WITI-A MAXIMUM U-VALUE OF.35, BRIDGING OROTHERWI5E BE BRACED IN AN APPROVED MANNER AT INTERVALS NOT EXCEEDING V-0"NO EXISTING WALL TO BE REMOVED ONE DOOR MAY BE EXMPT FROM THIS REQUIREMENT WALL STUDS MAY BE LONGER THAN 1 1'-2". LOAD TABLES 15-DOUBLE FULL STUDS TO BE 515TERED TO JACK STUDS AROUND OPENINGS IN EXTERIOR WALL5 AND WINDOWS: BEARING PARTITIONS.ALL HEADERS UNDER 3-0"TO HAVE SINGLE JACK STUDS,UNDER 9'-0"DOUBLE JACK LIVE LOAD DEAD LOAD STUDS,9'-0'AND OVER HAVE TRIPLE JACK STUDS. ROOFS 45 LB5 PER 50.fT. 20 LBS PER SQ.FT. THE CONTRACTOR/OWNER SHAM INSTALL NEW WINDOWS AND GLAZED PATIO DOORS WITH A MAXIMUM I G-ALL INTERIOR DOORS TO BE 1-3/8"HOLLOW CORE LOAN VENEERED WITH APPROPIATE HARDWARE. 3 U-VALUE OF.35 AS PER ECCCNYS SECTION 502.2.4.E CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5. UNCOVERED DECKS I BALCONIES GO L55 PER SQ.FT. 20 L35 PEP 5Q.FT. NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD REPLACEMENTS FOR EXISTING WINDCWS SHALL HAVE A MAXIMUM U VALUE OF.40 A5 PER ECCCNYS 15-DOUBLE FULL STUDS TO BE 515TEPED TO JACK STUDS AROUND OPENINGS IN EXTERIOR WALLS AND CEILING W/0 ATTIC 10 LBS PER SQ.FT. 15 LBS PER SQ.FT. SECTION 502.2.5 AND TABLE 502.2.5. BEARING PARTITIONS.ALL HEADERS UNDER 3AY TO HAVE SINGLE JACK STUDS,UNDER 9'-0"DOUBLE JACK STUDS @ 16 O.C., 112"GYP. BD., 3 112 WALLS: (WITH 25%GLAZING OR LESS) I GGU ALL 5'-O'AND OVER HAVE INTERIOR ORS TO BE IPLE JACK 3/5"HOLLOW CORE LOAN VENEERED WITH APPROPIATE HARDWARE. CEILING WITH ATTIC 35 LB5 PER SQ.FT. 15 L55 PER SQ.FT. F1BER GLASS INSULATION WITH VAPOR ALL WAL L5 TO BE CONSTRUCTED A5 FOLLOWS:(INSIDE TO OUTSIDE) CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5. FLOORS 40 LBS PER SQ.FT. 20 LBS PER SQ.FT. 112"GWB,VAPOR BARRIER,MIN.2 x 4 WD.STUDS @ 16"O.C.,R-15 BATT INSULATION, 112"PLYWD. 17-ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN.OF(2)2 x 8 FOR SPANS UP TO 3'-0%(2)2 x 10 STAIRS 40 L55 PEP 50.FT, 20 LBS PEP SQ.FT. BARRIER(R-13)BETWEEN WOOD STUDS SHEATING, 15#BLDG,FELT OR TYVEK BLDG.WRAP,EXTERIOR FINISH AS PER DRAWINGS FOR5PAN5 UP TO 0-0",AND(2)2 x 12 FOR SPANS UP TO 8'-0".HEADERS OVER 6-0'IN LENGTH AS WELL RAILINGS 1 200 LAT AND VERT 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING NAILING 5CH EDULE PAPER AND CEDAR SHINGLE FINISHED. TOTAL U-VALUE OF.070 AS PER TABLE 502.2.3.i(I) 4 (Uw x Aw)+(Ug x Ag) (.070 x 75%)+(.35 x 25%) RI DE TENSION STRAPS ROOF RAFTER TO TOP PLATE TOP PLATE TO STUD LOCATION NAIL TYPE AND SPACING LOCATION NAIL TYPE AND SPACING NEW NON FIRE RATED(COMBUSTIBLE) DRYWALL Uo= Ao L10 100% Uo=.14=.14:OK ROOF RAFTER TO RIDGE 3-16 D JOIST TO SILL,TOP PLATE,OR GIRDER 4-16 D PARTITION CONSISTING OF 2'X 4"WOOD 112"GWB,VAPOR BARRIER,MIN.2 x 6 WD.STUDS @ I G"O.C.,R.-19 BATT INSULATION, 1/2'PLYWD. "C"MAY BE OMITTED IF HT520 STRAPS ARE ROOF RAFTER TO RIDGE BEAM OR LEDGER (2)5IMP50N H8 STAGGERED W/5-I ODxI 112 LEDGER TO BEAM OR STUDS 3-I G D STUDS WITH TOP AND BOTTOM WOOD SHEATING, 15#BLDG.FELT OR TYVEK BLDG.WRAP,EXTERIOR FINISH AS PER DRAWINGS CONNECTED DIRECTLY TO STUDS ROOF RAFTER TO 51DE OF STUD OR ROOF RAFTER (1) I/4x3 112 WOOD 5CRW5 PER FOOT OF ROOF 5PAN JOIST ON LEDGER TO BEAM OR STUDS 3-16 D n RUNNERS AND ONE LAYER OF 5/8 THICK TOTAL U-VALUE OF.070 AS PER TABLE 502.2.3.1(1) ROOF RAFTER OR CEILING J015T TO TOP PLATE 3-1 G D BAND J015T TO J015T 3-1 CD Ao 10 GYPSUM BOARD ON EACH SIDE. Uo= (Uw x Aw)+(Ug x Ag) Uo_ (.055 x 75100%+(.35 x 25%) Uo= .129<.14:0 COLLAR TIE AT EVERY ROOF RAFTER WIO CJ@ EVERY RR 2-1/4x3 WOOD SCREWS BAND JOIST TO TOP PLATE 2-16 D BSA CAL#301-60-5M C520-8-8D CEILING JOIST TO ROOF RAFTER W/O CT @ EVERY RR 6-1/4x3 WOOD SCREWS SHEARING/SUB-fLOONNG 8 D @ 12"O.C.EDGE @ 12"O.C.FIELD -OR- IN EACH CONNECTION HD313/43 HD315/46 CEILING JOIST TO CEILING JOIST W/O CT @ EVERY RR 6-1/4x3 WOOD SCREWS HEADER TO STUDS 4-16 D CM 0 HARDWIRED SMOKE DETECTOR AND CARBON 112"GWB,VAPOR BARRIER,MIN.2 x 4 WD.STUDS @ I G"O.C.,R-13 BATT INSULATION,8"CIVIL) R TO STUDS TO STUDS TOP PLATE TO TOP PLATE 2-16 D @ 12"O.C. G`O.C.fOK LAPS BLOCKING 2-16 D 5 D MONOXIDE DETECTING DEVICE. TOTAL U-VALUE OF.030 AS PER TABLE 502.2.3.1(2) Uo= .OG<.14:OK - ° TOP PLATE TO TOP PLATE @ CORNERS 4-16 D 5HEETROCK 5 D COOLERS @ 7"O.C.EDGE @ 10"FIELD SKYLIGHTS: TOP OR BOTTOM PLATE TO STUD 2-16 D ANCHOR BOLTS(CRAWL5PACE OR BASEMENT)5/8"0@72"oc(1 5TY.)@36"oc(2 5TY.)@23"oc(3 STY.) 75 CFM MH EXHAUST FAN USE 5/8'0 THRU BOLT BOTTOM PLATE TO JOIST 2-16 D ANCHOR BOLTS(SLAB ON GRADE) 5/8"0@40"oc(I 10 mph ZONE5)33"oc()20 mph ZONES) ® (WHERE 15 REQUIRED) THE CONTRACTOR/OWNER SHALL INSTALL SKYLIGHTS WITH A MAXIMUM U VALUE OF.45 - - TO HD3B STUD TO STUD 2-16 D 24"O.C. ASPHALT ROOFING SHINGLES (3)12 a x 314"GALV.ROOFING PEP SINGLE(6)PER STRI ALL SKYLIGHT SHAFTS SHALL BE INSULATED WITH R-19 GATT INSULATION A5 PER ECCCNYS SECTION = = CORNER F05T BELOW @ 9 502.2.(2). _ = DOUBLE RR BEAMS t HEADERS I GD @ I G"O.C.AROUND PERIMETER 51DING ALUMINUM OR VINYL 8D PER STUD REPLACEMENTS FOR EXISTING SKYLIGHTS SHAM HAVE A MAXIMUM U-VALUE OF.50 A5 PER ECCCNYS = FLITCH PLATE DETAIL EXISTING DOOR SECTION 502.2.5. = _ FLOORS OVER UNHEATED SPACES t UNFINISHED BASEMENTS: = _ ALL INSULATED FLOORS TO BE CONSTRUCTED A5 FOLLOWS:(INSIDE TO OUTSIDE) - FINI5HED FLOORS AS PER OWNER,3)4"PLYWD.5UBFLOORING,MN.2x8 FJ,R-19 BATT INSULATION. - = _ (2)BEAMS+ (3)BEAMS+ (4)BEAMS+ 3)BEAMS+ ((4)BEAMS+ 515TMNG TO EXISTING STEEL PLATE STEEL PLATE STEEL PLATE (2S STEEL PLATES (2)STEEL PLATES WITH(2)PLATES NEW DOOR TOTAL U VALUE OF.05 AS E'ER TABLE 502.2.3.3 Uo= .05< .05 :OK - WHEN STUDS ARE PAD SIDE OF BEAM FOR FLOOR OVER CRAWL SPACES U5E,R-30 GATT INSULATION A5 PER SECTION 502.2.1.3. = ALIGNED USE USE 5/8"0 ATR ANCHOR BOLT TO ATTACH SHEETROCK TOTAL U-VALUE OF.03 AS E'ER TABLE 502.2.3.3 Uo= .03<.031 :0 = CONTINUOUS STRAPS MIN.5 112"EMBEDMENT SET FROM STUD TO STUD IF REQUIRED REVISION PERIMETER INSULATION FOR HEATED 5LA55: - - IN ACRYLIC TIE ADHESIVE SHALL BE A POLYSTYRENE RIGID INSULATION BOARD,THE THICKNESS SHALL ALLOW A MIN.R-VALUE OF I/2"0 THRU BOLTS 6.5 TO BE IN5TALLED 24"HORIZONTALLY AND VERTICALLY A55 PER ECCCNYS SECTION 502.2.1.4. WOOD MEMBERS SECTIONS PERIMETER INSULATION FOR UNHEATED SLABS: WALL 5TU D TO BAND J 015T CORNER END WALL, AND P05T CORNER ANCHORING TO FOUNDATION SHALL BE A POLYSTYRENE RIGIDD INSULATION BOARD,THE THICKNESS SHALL ALLOW A MIN.R-VALUE OF � (SEE PLANS FOR SIZES) VARIOUS CONDITIONS SHOWN 4.5 TO BE INSTALLED 24"HORIZONTALLY AND VERTICALLY A55 PR ECCCNYS SECTION 502.2.1.4. ANCHORING FROM FLOOR TO FLOOR STEEL PLATE TO EQUAL BASEMENT WALLS: (WHEN THE FLOOR 15 NOT INSULATED) DEPTH OF ADJACENT BEAMS FOR FINISHED CELLARS/BASEMENTS ALL FURRING SHALL HAVE P.-I I BATT INSULATION (SEE PLANS FOR SIZES) GREEN DESIGN 20ga FLUSH MOUNTED HANGERS FOR JOISTS 16.0 C 16 0 C 16"O.C. 16"O.C. TOTAL U-VALUE OF.08 AS PER TABLE 502.2.3.E Uo= .08<.05:OK HW I I ga OR HU 12ga(WHEN HW 15 NOT AVAILABLE) N ARCHITECT B R I A N O'C 0 N N 0 R HD3B UNVENTED CRAWL SPACE WALLS: (WHEN THE FLOOR 15 NOT INSULATED) FOR DBL J015T W/0 FLITCH PLATE 0 0 0 HHB OR HGLT 79a FOR ALL OTHER BEAMS 0AT STUDS FOR ALL CRAWL SPACES A POLYSTYRENE RIGID INSULATION BOARD WITH A MINIMUM R-VALUE OF 19 W./5/8"0 ATR MIN.5 1/2"EMBEDMENT _ 0 0 0 130 N. WINDHORST AVENUE SET IN ACRYLIC TIE ADHESIVE INTO 8 N TOTAL U-VALUE OF.05 AS ER TABLE 502.2.3.5 Uo= .05 <.OG:OK FOUNDATION OR 5/8"THRU BOLT 8 2" B ETH PAG E NY 11714 NOTE:THE CONTRACTOR SHALL ORDER AND INSTALL ALL RIGID INSULATION AS PER MANUFACTURERS TO TOP PLATES OF FLOOR BELOW SPECIFICATIONS W./3"SO WASHER ELEVATION (516) 476-8168 INSULATED CEILINGS WITHOUT ATTIC:ALL CEILINGS TO BE CONSTRUCTED A FOLLOWS:(INSIDE/OUTSIDE)WITH SKYLIGHTS COMPRISING I% Crowe n OR LE55 OF THE TOTAL ROOF AREA g @ ao I.c o m ALL ROOFS TO BE CONSTRUCTED AS FOLLOWS:(INSIDE TO OUTSIDE) 1/2"GWB,CJ AS PER PLANS,F 30 BATT INSULATION HOPE DRAFTING & (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) ' TOTAL U-VALUEOf.030A`i PER TABLE 502.2.3.2 Uo=.30<.31 :OK NOTCHING AND DRILLING DETAIL FOR WODD FRAME MEMBERS EXPEDITING SVC LLC. WITH 5KYLIGHT5 COMPPJ51NG 18%OR LE55 OF THE TOTAL ROOF AREA B EATR IZ E FI R PO ALL ROOF5 TO BE CONSTRUCTED AS FOLLOWS:(INSIDE TO OUTSIDE) 1/2'GWB,CJ AS PER DRAWINGS,R-38 BATE INSULATION LTP4 @ 12-O.C.-6-81) •• • OF 113 SPAN 1/3 DEPTH < (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) IN EACH CONNECTION H I/3 OF SPAN I/3 OF 5PA OF JOIST 1125 CORTLAN D STREET (Ur x Ad+(Us x As) (I I.025 x 82%)+(1/.45 x 18%) .309<.3I :OK OF 015T NO NOTCHES OR Uo= Ao Uo=- Uo= 1/33.20= HOLES PERMITTED C 0 PIAG U E, NY, 11726 1 %) CATHEDRAL CEILINGS: ALL CATHEDRAl CEILINGS TO BE CONSTRUCTED A FOLLOWS:(IN51DETO OUTSIDE) < 1/4 DEPTH (631 )575-6254 WITH SKYLIGHTS COMPRISING I To OR LE55 OF THE TOTAL ROOF AREA O 2"MIN. OF J015T (917)251 -7614 1/2'GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(5)WITH A MIN,R-VALUE OF 5, PROVIDE A MIN.OF 2"SEPARATION < I/6 DEPTH • VAPOR BARRIER,MIN.2x6 WD.RR.,R-25 BATT INSULATION, 1/2 PLYWD.SHFATING, J015T HANGER CONNECTION5 51LL PLATE TO BAND J015T ANCHORING OF WALL OPENING hopedraftingsvc@gmail.com 15#BLDG.FELT,EXTERIOR FINISH AS PER DRAWINGS. o O BETWEEN HOLES AND NOTCHES FROM 2" 2" 2" OF JOIST OR m MEMBERS. TH R AND FROM THE ENDS OF MI MI MIN, � NOTCHES ARE NOT PERMITTED IN DRAWING NAME • 1/2'GWB,VAPOR BARRIER,MIN.2x 10 WD,RR.,R-30c BATT INSULATION, 1/2"PLYWD, THE SAME LOCATION AS HOLES SHEATING, 15#BLDG.FELT,ROOFING AS PER DRAWINGS. -OR- FLOOR J015T 112"GWB,VAPOR BARRIER,MIN.2x 12 WD.RR.,K-30 BATH INSULATION, 112"PLYWD. DETAIL S • SHEATING, 15#BLDG.FELT,R00FING AS PER DRAWINGS. REcelVFD TOTAL U-VALUE OF.030 AS PER TABLE 502.2.3.2 Uo= .30<.31 :OK 1/3 OF SPAN 1/3 DEPTH A WITH SKYLIGHTS COMPRISING 13%OR LESS OF THE TOTAL ROOF AREA STUD < 114 DEPTH I/3 OF SPAN 113 OF SPA OF JOIST A 112"GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(S)WITH A MIN.R-VALUE OF 13, OF JOIST HOLE PERMITTED • VAPOR BARRIER,MIN.2x8 WD.RR.,P.-25 BATT INSULATION, 1/2"PLYWD.SHEATING, �o 15#BLDG.FELT,EXTERIOR FINISH AS PER DRAWINGS. O u_j -OR < I14 DEPTH Of J015T 1/2"GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(5)WITH A MIN.R-VALUE OF 8, o oa-- 2"MIN. • VAPOR BARRIER,MIN.2x 10 N'D.RR.,R-30c BATT INSULATION, 112"PLYWD.SHEATING, = m z!�:] 15#BLDG.FELT,EXTERIOR FIDIISH A5 PER DRAWINGS. < I14 DEPTH PROVIDE A MIN.OF 2°SEPARATION < 1/3 DEPTH S T D AT -OR- - OF STUD BETWEEN HOLES AND NOTCHES FROM 2" 2" 2" OF JOIST rKC� O C520-8-8D = EACHOTHER AND FROM THE ENDS OF MI MI . I � 1/2"GWB,VAPOR BARRIER,MIN. 2x 12 WD.RR.,R-38c GATT INSULATION, 112"PLYWD. � -<_ N F f NNECTION -: MEMBERS. C� ��• ti SHEATING, 15#BLDG.FELT,ROOFING AS PER DRAWINGS. _ - �� NOTCHES ARE NOT PERMITTED IN (Ur x Ar)+(Us x As) (I/.025 x 82%)+(1/.45 x 18%: = THE SAME LOCATION AS HOLES Uo= Uo=- Uo= 1/33.20= .309 <.31 :OK _ NOTCHES ARE NOT PERMITTED IN Ao 100% " THE SAME LOCATION AS HOLES: INSULATED CEILINGS WITH ATTIC: ALL CEIHNG5 TO BE CONSTRUCTED A FOLLOWS:(INSIDE/OUTSIDE) FTECEILING yYaaa���. WITH SKYLIGHTS COMPRISING 1'7O OR LESS OF THE TOTAL ROOF AREA - 5 8"M1N. R/ J015T 0 3 5 g' 9 �O 1/2"GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(5)WITH A MIN.R-VALUE OF 5, __ <2/5 DEPTH wT C F N��a r • VAPOR BARRIER,MIN.2x8 WD.CJ.,R-30c GATT INSULATION, 1/2"PLYWD.SUBFLOORING, (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) PROVIDE ONE STUD ABOVE " -OR_ HEADER IN LINE WITH ONE -_ o <3/5 DEPTH OF STUD • 1/2 GW3,VAPOR BARRIER,MIN.2x 10 WD.Cl,R-30c BATT INSULATION, I/2 PLYWD. JACK STUD BELOW (FOR DOUBLE DRAWING No: SUBFLOORING(ATTIC HATCH 10 BE INSULATED TO MATCH ADJACENT CEILING FRAMING) STUDS ONLY) -OR- • 112"GWB,VAPOR BARRIER,MIN.2x 12 WD.CJ.,R-30 BATT INSULATION, 112"PLYWD. - PROVIDE A MIN.OF 2"SEPARATION 5UBFL0ORING(ATTIC HATCH 1-0 BE INSULATED TO MATCH ADJACENT CEILING FRAMING) BETWEEN HOLES AND NOTCHES FROM TOTAL U-VALUE OF.030 A.3 PER TABLE 502.2.3.2 Uo= .030< .031 :OK ONE STRAP PER LIN JACK EACHOTHEK AND FROM THE ENDS OF STUD FOR 3 TO 9' = MEMBERS. WITH 5KYLIGHT5 COMPRISING 15%OR LE55 OF THE TOTAL ROOF AREA HEADERS DBL JACK PLATE 107000 112"GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(5)WITH A MIN.R-VALUE OF 13, STUDS FOR 9'OR MORE • VAPOR BARRIER,MIN.2x8 WD.Cl,R-25 GATT INSULATION, I/2"PLYWD.5U13FLOORING, TRPL JACK STUDS = DATE: PAGE No: (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) _ -OR- EXTERIOR AND BEARING WALLS 06/15/2024 10 OF 10 1/2"GWB,INTERIOR AND/OR IYTERIOR RIGID INSULATION BOARD(5)WITH A MIN.R-VALUE OF 8, = • VAPOR BARRIER,MIN.2x 10 N`D.CJ.,R-30c GATT INSULATION, 112"PLYWD.5UBFLOORING, (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) _ - -OR- DOB STAMP: 112"GWB,VAPOR BARRIER,MIN,2x 12 WD,CJ.,R-38c BATT INSULATION, 1/2'PLYWD. • SUBFLOORING(ATTIC HATCH-10 BE INSULATED TO MATCH ADJACENT CEILING FRAMING) Uo-(Ur x Ar)A+o(Us x As)Uo_(1/.025 x 82O%)+(1/.45 x 18%) Uo= 1/33.20= .0309< .031 :0 NOTE: HEADER UPLIFT CONNECTION ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE PRE55URE TREATED DOB APPLICATION #: TH15 PROPERTY 15 NOT LOCATED LUMBER. WITHIN ONE MILE OF THE COAST r n1 FORM NO. 3 RECEIVED TOWN OF SOUTHOLD Auk 2 6 2024 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: August 6, 2024 TO: Sardar-Aflchami, Ahmad A 580 Jacobs Ln Southold,NY 11971 Please take notice that your application dated August 5, 2024: For permit: to construct additions and alterations to the sunroom of an existing single-family dwelling at: Location of property: 580 Jacobs Lane, Southold NY County Tax Map No. 1000—Section 88 Block 1 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 9,844 sf parcel in a AC District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet The site plan shows the construction to have a rear yard setback of 31.7 feet All acw Aut rized Signature Note to Applicant: Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC--file,Z.B.A. RECEIVED A UU 2 6 2024 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS a�J_ AREA VARIANCE ZONING BOAR f Val _ AR OF APPEALS House No. 0 0 Street TA COBSS LAW t Hamlet SC uTH D� Z SCTM 1000 Section: lock: Lot(s)IDD�q Lot Size: Q %+ {'. Zone &C" I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): A R M)N-D gpcRD 1 Q—A F K NA M 1 Mailing Address: S g(7 7 A CO RS .L A1J G Telephone: 519 "Fax: Email: A 4k K b 0 A%AJZbA2,1C0 M 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: for( ) Owner( ) Other: Address: Telephone: Fax: Email: Please check to specify who you wish correspondence to be mailed to,from the above names: IN Applicant/Owner(s), ( ) Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED Z024and DENIED AN APPLICATION DATED pcl. AS,=4f OR: .,U>J E�oJ 2 Qd Building Permit k5 ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: Section: Subsection: Type of Appeal. An Appeal is made for: QUA 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 N has, ( ) has not been made at any time with respect to this property, UNDER Appeal No(s). 1 p:;.1 Year(s). 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S1 .�.Nt21a1.00� ,.�`1azi�ln� 3�1,L :asneoaq`aoue!aen Wale ue uegl aaglo'ansand of lueo!ldde aql aoj olq!seaj poglaw awos Xq pana!goe aq d ONNVD lueo!lddu oql Xq 1g2nos lgauaq all •Z _ • ggQk4loas Q_X �i-1vs S1.MS�Z� iNaWda-7-3n=<L M Plt1 a3"a-Y -40 s-Qqls(s) CIO sa�31.� '�rlac�tlO���s -A:)yQ .l.3$ Q3211lib-321 Xs Ord �rS;rZ. 1C14 Slur �n-1NQ 1cWl�bZ►��t�aq 4ascd0,6cl aHa• :asnuoaq `paluuAj! sallaadoad Xgaeau of luow!alap u ao aogg2!3u agl jo-d9lD` -dVH3 3111 ul poonpoad oq 1ou 111M 32uugo olqua!sapun uy•l (pawv ON NOZ l ou afn;nu8tbNs s,aaandaad rptn+pasn aq rfniu slaa'I ' ddd 2I03 SNOS�a SIV3ddb d0 gabOB �2I Vol q Z R(1� £ZOZ/9 Paslnad uotll,oiiddV aoul?iaUn 73a.V 'Z 32ud Q3/11333a RECEIVES UG 2(i Zoning Board of Appeals APPLICANT'S PROJECT DESCRI? BOARD 01: APPEALS lI APPLICANT: SCTM No. 1. For Demolition of Existing Building Areas Please describe areas being removed: O 4 gUU Oct II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: NSW S V N cZ0 DM 1 ?4• x _J_;" `i Dimensions of new second floor: Uq Dimensions of floor above second level: NA Height(from existing natural grade): Is basement or lowest floor area being constructed? If yes, please provide height(above ground) measured from natural existing grade to first floor: 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: X 8 �' S V K7 R_0C M -E y 6p , La 4 gLK-2 c�ra o rv. 6 o T J+ 3 ' y sc t 3 Number of Floors and Changes I SITH Alterations: � =a. IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 4W Proposed increase of building coverage: 1 (o '� �-f 2' Square footage of your lot: Percentage of coverage of your lot by building area(lot coverage) ►• $ b 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): For Residential lots, is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): V.Purpose of New Construction: ' SAme7 Pt f,1r0 ZI,, L-AR i; CXK J.DOII VI. Please describe the land contours (flat,slope %, heavily wooded, marsh area,etc.) on your land and how it relates the-difficulty in meeting the code requirement(s): Describe on separate page if needed: FL AT b A1PlGtt TY 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. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION RECEIVED A. Is the subject premises currently listed on the real estate marker'forl Yes No z 6 2024 B. Are there any proposals to change or alter land contours? ZONING BOARD �� �_No Yes, please explain on separate sheet. OF APPEALS C. 1.) Are there areas that contain sand or wetland grasses? N D 2.) Are those areas shown on the survey submitted with this application? M A'— 3.) Is the property bulk headed between the wetlands area and the upland building area? NA 4.) If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Please confirm status of your inquiry or application with the Board of Trustees: If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? N O E. Are there any patios,concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting?N O 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? N O If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: 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? N 0 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 Ex\STINggtN GLt F, hAl Ly PiZoPaSED : %^MC W 11-K POOL— (examples:existing single family,proposed:same with garage,pool or other) Authorized sig ature Date r: r' RECEIVED AUG 2 6 2024 APPLICAN R ZONING BOARD OF TRANSACTIONAL D /OWNE FORM APPEALS 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 : A-+M&_D (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance x Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood, marriage,or business interest."Business interest" means a business,including a partnership, in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO 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 0'day of AI%S_,20_&q Signature Print Name � Af, REOEIVEA 617.20 A06 z s 2024 Appendix B 1 0 Short Environmental Assessment Form ZONING BOARD 01 OF APPEALS Instructions for Completin:s Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 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 5 % TAN C09S LAf-5-E S WJ kv 0 M fX P ,6,tJS I D f-d Name of Action or Project: Project Location(describe,and attach a location map): g b ;'AC_o St-o 6, 15 I C-o-tiP4 C S #Z U N pGD QY Fit<C-i)S Brief Description of Proposed Action: Ai;M b L_1 Tt 0 w A"_-r tZeC g VI L31 t tj Ci D r— AW I N S VN' 260 M k:Xf'AVNS1 V00 D P Foo-rPR Q 1 Name of Applicant or Sponsor: Telephone: 9 1 AD 8 AR1Jfkl2—� f(�}/►'11 E-Mail: �FtM ® OWD.4 Address: 5-19 O Z_A C-o �95 LAW C City/PO: State: Zip Code: NY t I Rol 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: 'DES' a F 9UIlb/A5415 � 3.a.Total acreage of the site of the proposed action? O•Zs• acres b.Total acreage to be physically disturbed? apres F{-2- c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? p• Z acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial AResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 RECEIVED 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? A uG 2 6 2024 ���j b.Consistent with the adopted comprehensive plan? �l �v 6 K 6. Is the proposed action consistent with the predominant cl N®f1AR16t bA$0rA t I NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: x 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? x b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? 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: a ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban 'Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? D<NO❑YES M x- b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? - t N1 If Yes,briefly describe: ❑NO DYES ' '` ` Page 2 of 4 18.Does the proposed action include construction or other activities that result indment of '' NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: L 19.Has the site of the proposed action or an adjoining property been t e oc Q#Ai®P rg NO YES solid waste management facility? If Yes,describe: x 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: x I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: AJn i.,,, ��q q p�{= K��pn f Date: D 9) ZI /2-0 Z 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?" 1 ,.•,,. a No or Moderate r.'. .. r'L9y"� •:y?,c}Uti' rlti'� small to large impact impact r:. .H'.*��. �.� rn,' �:sii r•;;:'{l.r..�1+3�:!�y�,2 y y N`^fi:u.-+:�`i`•. `;^.a';:d:4.',1ii Zvi", .~i,`r-s." '�-c3�r;{rt;"%?s..;r�,_:k"�il'rfi"j;°' .t' .�., ,.,r_'. .'s��S`;, .,i_- 'vl;i, '�• -.�!i:=`z .�-. '':�.:•;-frr,y,•.i�:x�y:..y;rn•�. �.,.,f OCCnr 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 y reasonably available energy conservation or renewable energy opportunities? /l 7. Will the proposed action impact existing: Y 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, x 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 RECEIVED No,or Moderate AU U Zq�l, . small to large ta 7 impact impact may may -14 ZONING BO ` ;,; occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or ra age Y 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 N W Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM A 06 16 9-1 0, A. INSTRUCTIONS 2024 NING 1. All applicants for permits* including Town of Southold agent?S, shall-compl�4FMEIi4W for proposed actions that are subject to the Town of Southold Water ont Consistency Review Law. This assessment is intended to supplement other information use by a Town of Southold agency in making a determination of consistency. *Except minor exem t actions including Building Permits and other ministerial permits not located within the Coastal E osion Hazard Area. 2. Before answering the questions in Section C, the prepare 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 actio will be evaluated as to its significant beneficial and adverse effects upon the coastal area(whi 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 con itions contained in the consistency review law. Thus, the action should be analyzed in more deta' and, if decessary, modified prior to making a determination that it is consistent to the maxi um extent .practicable with the LWRP policy standards and conditions. If an action cannot e certified as consistent with the LWRP policy standards and conditions, it shall not be underta n. A copy of the LWRP is.available in the foll ing places: online at the Town of Southold's mebsite (southoldtown.northfork.net), the oard of Trustees Office, the Planning Department, all local libraries and the Town Clerk's offic B. DESCRIPTION OF SITE AND PROPOSE ACTION ! ®na SCTM#V—-- _--�— The Application has been submitted to (check p_propriate response): Town Board Planning Dept. 0 uilding Dept. ' Board of Trustees 0 1. Category of Town of Southold ag cy action (check appropriate response): (a) Action undertaken dire tly by Town agency(e.g. capital construction,planni activity, agency regulation,land transaction) 0 . (b) Financial assist ce(e.g.grant, loan, subsidy) (c) Permit, ap oval, license,certification: Nature and extent f action: SvN2bvtiK EXPA"'46100 ON tFK(STING- FoOTeRto Location of action: `b CRECEIVEp Site acreage: (� - AU6 g 2� 6 20?G Present land use: C S l Der "11 O4 L ZONING BOARE)OF xp EALS Present zoning classification: 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: 1+ An A-F:I<L-V AtM (b) Mailing address: $ fl ' A C o 11.S I.—A--" � (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 the4own 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- plase explain) Attach additional sheets if necessary / Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ (Not Applicable—please explain) RECEIVED 1 AUG 2 6 2024 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPCCTOR ZONING BOARD OF APPEALS TOWN HALL SOUTIIOLD, NEW WORK CERTIFICATE OF OCCUPANCY NONCONFORMING PREMISES No. Z11925 September 16, 1983 THIS IS TO CERTIFY that the 171 Land 1]�I Building(s) 1_1 Use(s) located at 580 Jacob's Lane Southold Street Hamlet shown on County tax map as District 1000, Section 088 , Block 01 Lot 009 does(not%conform to the present Building Zone Code of the r Town of Southold for the following reasons: the property has insufficient area; the dwelling has insufficient rear yard setback; the garage has insufficient setback from the side property line'. On the basis of information presented to the Building Inspector's Office, it has been determined that the above nonconforming %x/Land /x_/Building(s) /_/Use(s)existed on the effective date the.present Building Zone,Code of the Town of Southold, and may be continued pursuant to and subject to the appH- cable provisions of said Code. IT IS FURTHER CERTIFIED that, based upon information presented to the Building Inspector's Office, the occupancy and use for which this Certifi- cate is issued is as follows: a private one-family dwelling and accessory garage. The Certificate is issued to MARIE WARD , (owner, lessx-e-orteeanti of the aforesaid building. Suffolk County Department of Health Approval no record UNDERWRITERS CERTIFICATE NO. no record NOTICE IS HEREBY GIVEN that the owner of the above premises H_4S NOT CONSENTED TO AN INSPECTION of the premises by the Building Inspec= for to determine if the premises comply with all applicable codes and ordin- ances, other than the Building Zone Code, and therefore, no such inspection has been conducted. This Certificate, therefore, does not, and is not intended to certify that the premises comply with all other applicable codes and regula- tions. V;cf;" 3uliding m ,sector L..f 28'C.eevwrrf co � w _ W — •_-__ �. _—•--• VAL b Ji \ I N Baca:t o p drive sit.m ]W a T na ww•Ca Sh.l —'-- -, (o)IFi of TM tuvn,~..ol...rs.. wossc s+A►srru#am u cop� CD K A WAsa TTw CO".•. w�uAxrus MWATED =C.9eau Rcw pay To TIA PERSON FOR vo+O�M n!DO- 0 PWAIW.No oN KM TO P. %boi wEn71AKA+u=rlmom --• t jo nQ A-SUPW Cl TM WCOG"" MAP Oi= Q7Y �i2VcyLco F cc: . PuL k?vlN��N �CAQI.�>l� Ze:: MP1NI - .---..-.�- -_-•---.. . .. - .Jam.--�-..�..-- .�i�-..r...--• • i� V BAW/EW 7aV1T! of Socdr'HOL.p, N.Y. Guarrrrrfe�d fa ChlCCF?Q -rMe Anss r;2h" Cofnp=rt! acsa'-fo Sour gold Sane-,, Ar�oc9,$�!2 rq.ff as Sur'vatfmd Steb+. 1,1983. -----.faNCO eCX:k=-21C1C V4N MYL,PC. Suffolk- Covm4i f-Mx Ma%b 1x5i9�icrr: L;carc5b-�i Land ol-If. 1000, 089, 61k. 1, Rf.9, 6ressnf�.-+ -- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE RECEIVED wo a► �� SOUTHOLD, NY a�a''y AUG2 6 BUILDING PERMIT 2024 (THIS PERMIT MUST BE KEPT ON THE-PREMISINARD OF APPEALS WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51013 Date: 7/31/2024 Permission is hereby granted to: Sardar-Afkhami, Ahmad A 580 Jacobs Ln Southold;NY 11971 To: Construct an inground swimming pool surrounded by a raised patio accessory to an existing single-family dwelling as applied for. Pool, pool equipment and raised patio must maintain a minimum side and rear yard setback of 3 feet. At premises located at: 680 Jacobs Ln, Southold SCTM #473889 Sec/Block/Lot# 88.-1-9 Pursuant to application dated 6/10/2024 and approved by the Building Inspector. To expire on 1130/2026. Fees: SWIMNIING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 ACCESSORY $265.00 CERTIFICATE OF OCCUPANCY $100.00 Total: $665.00 Building Inspector 12'-o° LOT SIZE 9801 .00 ft2 3" SEPT C HOUSE COVERAGE 991 .00 ft2 13'-I 14 LOC T10N 5' -10' GARAGE 203.20 ft2 20'-4''" 1 POOL 530 ft2 _e'-o-° -4 total coverage 1938.2 ft2 percentage coverage 17.G % 3 percentage allowed 20% I o'-24' R2o'-o4" 34'-10" 21- - -O" 72'-04" ;lean: -�.VtF1•' }— 1 9'-5" `'septic I^ POOL COVER :i 5'-O" i -j- - POOL -y- • 41_7" :`.Ivy _rt�'t::f.'-�•TK"'c��1.1' -SIM.�._.h�^..Si'T; ��- �Yl.'�?:l'`�` `1.�wYL��:ia'.^.f•• ..-.tom. .:Ss.: '•t _ i'•T-(.J� L:• wlJ},•L�� '/._^.A"+C w. •,?.;♦ ""'jJi ::i...r -.�V:i.,- .iS.�t.: �.t,:1-••�:%.._:'.•::�.•:. - •..Y..3 .�! .t"I f i •K1•'..r�J.yi•• .3 .-+.•Jw ...t,.^.�: _ ?/ :r:' iy.a - •c.: k"'-':.55.'`::' rr ;i•r: -S::':'.. :1. - I I 2 - 2 y.. F+.cam^ .^7' ni: -2. :s•'=[^.'.':-' -t i•'- :I`-� .-�.. i\` ..C`:../'' ,4�i. gin-'' •X:Y'`.7`•.^.,i`.v-,• ..1d?;.. �. uAy "�:! .�!..- .f). Wit/� [.t•.�,•.. - .._i'i'"•'i i' +c:%:i':• .L•ie" 'f,..-.va1 -:•a^'•:. .ts:c: ^:aka a:;F .7F� }�• 1.,v...,: .•4+:.::%. .r p 3•'i :v;�•: ='iC �.v'`:-..o. .a. q:.. - is _ : ..•a-= .K �t 4-_ .s mot•. -'Y--S ..x.-X".. ':Yy /:7. ..#.fuJ•:e�.' •.�. l�'%• ..r,,.y;.-. - `.tiY.. ___.t. •1:G s•Qi!..:h:•;:;ia...::<'4%•••t3i.,•`c:`:`.'1'-"Ss:;.2 /s;�.,'•`,1,..�_:•-nE.•:Sl.. "•'�Y.•^•rn.Y'.: _•}�f:,�'i:' '�%; S,. .f.- ,:4'-' _ ��i:�?r.,7�•.r 5:}iJ?::fY,•.1f::.- `='Si�;j_.tl:.tT.^.�!-"•�1:-_ 4'-24' 15 5 25 PROJECT DRAWING TITLE: N SARDAR DESIGN STUDIO f SITE PLAN W/POOL C r NY NY 10009 STREET, 1 1] 580 JAcoBs LANE SCALE' a/az' = 1' B ! SOUTHOLD NEW YORK 11971 DATE 03/15/22 i PROJECT NUMBER:2105 ,_ TOWN OF SOUT,HOLD, NEW YORK ACTION OF THE ZONING BOARD OF APPEALS DATE .April..13, 1967 Appeal No. 1077 Dated •March 28, 1967 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Roger Ward Jacobs Lane Appellant Southold, New York at a meeting of the Zoning Board of Appeals on Thursday, Xpril 13, 1ERECEIVED the appeal was considered and the action indicated below was taken on your Request for variance due to lack of access to property A 1�1J ( ) Request for a special exception under the Zoning ordinance A(f�� C 2024 QQ Request for a variance to the Zoning Ordinance (J l ) _ •20NING'BO 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be gran S ( ) be denied pursuant to Article ............... Section Subsection ,paragraph ..... ...... of the Zoning Ordinance, and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 7:40- P.M. (E.S:T.), Upbn application of Roger Ward, Jacobs Lane, Southold,New York, for a variance in accordance with the Zoning Ordinance, Article III, Section 307, -for permission to construct an attached garage-with insufficient side- yard area. Location of property: east side- Jacobs Lane, Southold, New York, bounded north, east, and south by M. Dickerson, west by- Jacob Lane. I VARIANCE. By resolution of the Board it was determined that (ai Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship becar SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the Immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and(would) (:would not)change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. ZONING BOARD OF APPEALS FORM ZB4 �....., ./'. u• ;rr Barbara C. Dittman , Secretary L RSCRIVE® AUG 2 6 2024 ZONING BOARD OF APPEALS After investigation and inspection the Board finds that the applicant requests permission to construct an attached garage with insufficbnt side yard area. Mhe Board finds that the lot in question is a narrow lot being 71 feet wide. The Board further finds that this lot was'sold illegally by the original owner, M. Dicicerson. The lot was first set off, as 71 feet wide by 138.65 feet deep, after the date the Soutldd Town Building Zone Ordinance was put into effect. The Board points out that the hardship involved here is a self imposed hardship, and not one that can legally be considered by this Board. The Board suggest the applicant tx. to. obta3iry additional land from the adjoining property owner, who was the original owner of the lot in question. The Boarq alsogpoints out. that. the applicant may erect, a private detached garage._ in the rear yard area, pro- vidin% it. is at least three feet from the side yard line and at least three feet from the rear yard line'. The Board finds that :strict application of the Ordinance would not produce practical difficulties or unnecessary hardship; the hardship created is not unique and would be shared by all properties alike in the immediate vicinity of this property and In the same use district; and the variance does not observe the spirit of the Ordinance and will change the character of the district. Therefore, it was RESOLVED that Roger Ward, Southold, New York, be denied permission to construct an attached garage with insufficient side yard area on property located on the east side Jacob Lane, Southold, New York. RECEIVED -1,0.�9 AUb z 6 2024 ZONING BOARD OF APPEALS t r _ S M ire N �{'.9+Zj,�x y p�y� �I�.4 ti Y,.� ���$�-r '�.�.'�'.'_ +�i r� `t�'..� /,'�Kx♦��..�._ Ty�, f ccA,M—,3�.- ', aa�. \,.,.♦r• � �ol� � r .ply \.�' {Fr A <.� s � .r / `�� 1. ♦ LYn#, /�7 Yryt r ;IfAI i Y~"b�_C�•�(,leR"��M ♦1�!_ �a x x`��lV�j ri'„t o �,.�� �_! 4��iLi' Aajr,:V� �' r.,��'�, �' �. _ -����.� i RECEIVED AUG 2 6 2024 ZONING BOARD OF APPEALS r i� f �r•; _ r , o k LY �� f gge O � �. qK1, vhf zs n n x " r l�i sae , d� n L;7. 7- [M af -TOWN 0F'S0UTHbLD ,PRQPtRTY-AEC0RD CA 0 NER -THE� VILLAGE� [)1ST_ -9uB, �LOT AGS. hEMARKS' L CL TYPE'OF BLD. ff "C iOP. LAS co TOTAL bA '�E �LAND' imp, 0' cl-i LL A cm Lai rkc sou THO -AUG ORON TAGE',QN;WATER FIQI.taILT BULKHEAD TOTAL- 47 roW�_ ! of SOUTHOLD PROPERTY R C -L " 3 OWNER � � STREET f''�t VILLAGE DIST. SUB. LOT I _��•� V S L i��,'L..'Z•r � Q,,, /.� .E yam: .a^"` 1 FORMER OWNERrA, r ZGIW�ila N ^ �.f E ACR. at- u� M rzfc• rife i i' G�", � , c ��� t S (� W TYPE OF BUILDING _" tfcaL �Yi L. " "`y dkrL a -�A tars• ! �� '"' yea �' ``*`` a " � •' F SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IINP. TOTAL DATE REMARKS } -j 1i } 3STL "CIS L . t t" id 4! f] a b l�'r't!�SIE f.C3 `!�'vatFlf�1G S't{�°P"• �tJt4'?N 3 s�no, ' SL�L2�� f L AGE B,UILDI,NG CONDITION . fr��/fr3cGf f�cle� iaz .i a ?� isi j �� �. 2. ABOVE M Nr. NORMAL BELOWa .e I —ato 44 OnD �'�— do t"D16) F .M Acre Value Per Value ' Acre t 1C„ •, n-n_- 'f table- 1 - Tillable 2 Tillable 3 0- Woodl"and. Cr N U- Swampland w FRONTAGE, ON WATER- Brushland � m FRONTAGE ON ROAD t/ f House Plot Z DEPTH " t � N ' BULKHEAD. L Total. DOCK i A IM■IM ®■■■■■■ ■■■■®■®■■■■ • ■■■■■■ NOON®■■EM■■IM■■■■■®■ ■■NN MINIM■■■■®■■■■■■MIN■■■ ■NONE IM■MIN■■■■■■■■■NIMNMIN■ k -1 ■■®■■ ■■■■■®■■■■■■■IMNN®IM■ aE ■■NN■N NO■■■■■■■■■■■■IM■■N �,��,� -::, : . -=� � �,�, .;a IMNN� MIIM��NN■■■■■■MINIM■MIN■■ LX MEE�, � F NIMIMNN N®MIN■■NIMNNNNNIMIMNNNN q ti ■MINIM■■ ME 0 0 mom MOM IMNN®® �N■■NNIM N■®N ■MEN■■®NNN®■MIN■■■Exx r ` ],F-ire Place o d .' ...- -' • - • - °• R'crpotion •o• 's• • o• s °• t • ZBA CHECK FEES - 2024 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 8/28/2024 Ahmad Sardar Afkhami 7�E953 $750.00 5248 9/6/2024 East End Pool, LLC 8/29/2024 (Soundhaus/Jeremias)** 7949 $500.00 3816 9/6/2024 Benjamin Edmands for Richmond 9/4/2024 Creek Partners LLC 7970 $6,000.00 5161 9/6/2024 $7,250.00 **Additional variance fee RECEIVE® SEF --9W Southold Town Clerk wn of Southold p.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/09/24 Receipt#: 334788 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7969 $750.00 1 ZBA Application Fees 7949 $500.00 1 ZBA Application Fees 7970 $6,000.00 Total Paid: $7,250.00 Notes: Payment Type Amount Paid By CK#5248 $750.00 Ahmad Sardar Afkhami CK#3816 $500.00 Eastern End Pool LLC CK#5161 $6,000.00 Edmands II, Benjamin B. Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Edmands II, Benjamin B. 925 Park Ave Apt 9 A New York, NY 10028 Clerk ID: JENNIFER Internal ID:7970 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,DECEMBER 5,2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold,New York 11971-0959,on THURSDAY,DECEMBER 5,2024: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-CHURCH OF THE REDEEMER#7962—Request for a Variance from Article X,Section 280-46 and the Building Inspector's May 31,2024 Notice of Disapproval based on an application for a permit to construct an addition to an existing religious building/house of worship;at;1)less than the code required minimum side yard setback of 10 feet;located at:13225 Sound Avenue,Mattituck,NY. SCTM No.1000-141-4-27. 10:10 A.M.-KATHRYN STEINBUGLAR#7963—Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's July 25,2024 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 50 feet;located at:600 Orchard Road Southold, NY. SCTM No. 1000-66-2-7. 10:20 A.M.-POTE VIDET/MDC TRUST #7964—Request for Variances from Article III,Section 280-14;Article XXII,Section 280-116A(1);and the Building Inspector's June 14,2024,Amended July 3,2024 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 side yard setback of 20 feet;2)proposed construction located seaward of the top of the bluff,not-permitted;located at:2515 Soundview Avenue,Peconic, NY. SCTM No.1000-68-1-8. 10:30 A.M.-RICHARD JAMES MCBRIDE AND FRANK MCBRIDE AND SONS.INC. #7965—Request for Variances from Article III,Section 280-14 and the Building Inspector's May 1,2024,Amended June 13,2024 Notice of Disapproval based on an application for a three lot subdivision and for existing accessory structures;at 1)Proposed Lot 2 at less than the code required lot size of 80,000 sq.ft.;2)Proposed Lots 2 at less than the code required minimum lot depth of 250 feet;3)Accessory garage on Lot 2 located less than the code required minimum rear yard setback of 15 feet;4)Frame barn on Lot 3 located less than the code required minimum side yard setback of 20 feet;5) Accessory Shed on Lot 3 located less than the code required minimum side yard setback of 25 feet;located at:10625 Oregon Road and 10725 Oregon Road,Cutchogue,NY. SCTM No.1000-83-2-15 and 1000-83-2-16.1. 10:40 A.M.-YASMINE LEGENDRE AND COREY WORCESTER#7966—Request for Variances from Article III,Section 280-15;Article XXII,Section 280- 116A(1);and the Building Inspector's June 26,2024 Notice of Disapproval based on an application for a permit to construct additions to include a pool,hot tub,trellis and deck additions to an existing single family dwelling and construct a two story accessory garage;at; 1)accessory structure located in other than the code permitted rear yard;2)proposed construction located less than the code required 100 feet from the top of the bluff;located at:4355 Aldrich Lane Ext.,Mattituck,NY. SCTM No.1000-112-1-13. 11:00 A.M.-PATRICK M.DOWDEN#7968—Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124 and the Building Inspector's July 9,2024 Notice of Disapproval based on an application for a permit to legalize"as built"additions and alterations to an existing single family dwelling and for the existing accessory shed(under 144 sq.ft.;at;1)less than the code required minimum front yard setback of 40 feet;2)less than the code required minimum rear yard setback of 50 feet;3)"as built"shed less than the minimum rear yard setback of 10 feet;located at:385 Wendy Drive,Laurel,NY. SCTM No.1000-127-8-19. 1:00 P.M.-AHMAD SADAR-AFKHAMI#7 662=,Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's August 6,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to the sunroom attached to an existing single family dwelling;at;1)less than the code required minimum rear yard setback of 35 feet;located at:580 Jacobs Lane,Southold,NY. SCTM No. 1000-88-1-9. 1:10 P.M.-JENNIFER SHIPMAN#7967—Request for a Variance from Article III,Section 280-14 and the Building Inspector's August 12,2024 Notice of Disapproval based on an application for a permit to construct a second floor addition to an existing accessory structure(principle use),at;1)less than the code required minimum rear yard setback of 75 feet;located at:2184 Elijahs Lane,Mattituck,NY. SCTM No.1000-108-3-5.41. 1:30 P.M.-RICHMOND CREEK PARTNERS.LLC#7970—Request for Variances from Article III,Section 280-13C;Article XXII,Section 280-105B;and the Building Inspector's July 30,2024,Amended October 8,2024,Notice of Disapproval based on an application for a permit to legalize the"as built" conversion of an existing accessory barn to an accessory recreational building and to legalize an"as built"tennis court with surrounding fence;at;1)"as built"construction of recreation building and use is not permitted;2)fence more than the code permitted maximum height of six and one half(6-1/2)feet in height when located along the side and rear yards;located at:3820 South Harbor Road,Southold,NY. SCTM No.1000-86-3-1. 2:00 P.M.-NORTH ROAD HOTEL LLC HOTEL MORAINE#7927SE—(Adjourned from November 7,2024)Request for a Special Exception pursuant to Article VII,Section 280-35B(4)and the Building Inspector's January 24,2024 Notice of Disapproval based on an application for a permit to construct a new motel building(10 units)and to build an addition to an existing motel building(4 units)upon a parcel that measures 3.251 acres in total area,at;located at 62005 County Road 48,(Adj.to Long Island Sound)Greenport,NY. SCTM 1000-40-1-1. 2:00 P.M.-NORTH ROAD HOTEL,LLC/MOTEL MORAINE#7 553—(Adjourned from November 7,2024)Request for a Variance from Article VII,Section 280-35B(4)(a)and the Building Inspector's January 24,2024,Notice of Disapproval based on an application for a permit to construct a new motel building (10 units)and to build an addition to an existing motel building(4 additional units)at;1)parcel is less than the code required minimum size of five(5)acres; at:62005 County Road 48,(Adj.to the Long Island Sound)Greenport,NY. SCTM No.1000-40-1-1. 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/WebLi n k/Browse.aspx?id=935072&d bid=0&repo=TownOfSouthold Please note the date to submit written comments to this office will be the Friday prior to the public hearing. After that,no documents will 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:kimf@southoldtownny.gov. Dated: November 21,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E. Fuentes 54375 Main Road(Office Location) P.O. Box 1179,Southold, NY 11971-0959 17ff36c1 — _._,r'@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 11/28/2024 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 02 day of December 2024 AL AL AL AL AL Digitally signed DOUGLASWREA by douglas w rea Notary Public-State of New York Date: 2024.12.02 NO.OIRE6398443 16:21:00 +00:00 Qualified in Albany County My Commission Expires Sep 30,2027 BOARD MEMBERS *OF SU!/T�o J Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. D�,f. 54375 Main Road(at Youngs Avenue) Nicholas Planamento C��ff Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 5, 2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, DECEMBER 5, 2024: 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.qov/calendar.aspx. 1:00 P.M. - AHMAD SADAR-AFKHAMI #7969 — Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's August 6, 2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to the sunroom attached to an existing single family dwelling; at; 1) less than the code required minimum rear yard setback of 35 feet; located at: 580 Jacobs Lane, Southold, NY. SCTM No. 1000- 88-1-9. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the.conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/webiink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email: kim f@southold townn y.gov. Dated: November 21, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 �vgUt:FO(,�-c Town Hall Annex, 54375 NYS Route 25 O �?41 P.O.Box 1179 vs Southold,New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS Lv� DATE:November 4, 2024 I�1\TS�TRU,C�T4I'O.,hS IIUO R Pl aBLIC HiEA . Dear Applicant; The December 5, 2024 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required to prepare for the ZBA public hearing which i�ncl�udes: PLEASE READ CAR+E�F 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property)bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than November 27, 2024. To avoid weather damage to your sign please affix it to a sturdy surface such as Plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by November 27, 2024, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for,Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by o1S'PS Certified Mail Return Recei , the following documents to all owners of property (tax map with property numbers enclosed)vacant or improved, which abuts and any property which is across from any public or private street. We Y •Instructions for ZBA Public Hearing' Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by November 18,2024. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf southoldtownU.gov or elizabeth.sakarellos cgtown.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/l 0528/2024-FinalAssess Rol I IMPORTANT INSTRUCTIONS: Scan an*email the USPSP�i#ailing receipts; green'sigaatufre�-eards and affidavits to kimfAsoutho'Idtown,riw.gov;,and_** PROMPTLY-USPS,',1VIAhL`V:'the ORIGINALS to the Town of Southold,ZBA,RO.Box 1179*,Southold', NY 1071:" Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. DULFEASE JkTIMEIMAS170D UBITWR DO ©CU NTSTO HI. O FFICE FOR THE BlO + MEaMBERS WILL B TH+E F +�P BOO R TO THE PUiBLI 'MG. AFTER THAT 0O DOCU E �NTS WILL BE ACCEPTED BY THEE O'FFIC+ B FARM' SUBMITTED T(�T :+ 80 + MEdMBERS AT THE PUiBLIC IIE +i Kim E. Fuentes—Board Assistant Laserfiche Instructions` for Zoning Board of Appeals Records E± f A .4, k,J, =rd Above: Homepage, Click on Link"Town Records"Weblink/Uaserfiche Laserfiche WabLink Home Browse :each 7—n0f5outh.1d TownOfSouthold Name page—t Town 1:1,rl x Entry Pro_",_ To—Avt.,�an Path rrutaes r—nC,S,---,UVd Zoning Board GfAPOe-315(Z9A) Creation date PZg_2 Oi Z 2 29 E,Aries Last modified 8�X�27 M Mewdt. ?,-. 4wz,Kj 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 LaserficheiWebUnk Home Browse Search iowcUrbo,irhcjl-Zoning 8o3(dofAppealS(ZBA) Zoning Board of Appeals Name Page count remplatianam. (ZBA) AlphablIcal Incle, 2 Entry Properties 13—d Actions Lasefflon SearCh Guides Path .11,ei,"g Schedules of Api;,AIS(ZBA) WnuteS/AgcodaS/Legal Notices/HeanogS Creation date iend- 12:1 11 Rep.- Last modified 512 1-7.017 1,1 AM :5,Special Event Permits '.j T.M,ng Requirements ZBA of luils Metiidatj ZRA P.11— ExceDtions L.,st Code 2MIOC(3) Jurisdiction Listing ZBA BookcifMapped 1977 Existing Lots ored—&R—In jBulk Sh-dui Agreements.COMT3M&Le— Paga 101 1 4 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WebLink Home Browse Search a!Apotal[i-F.A Scia'd Actions age... Board Actions m name 2 Er,"P,.perfun 1990.999 Path 2000 2001 Creation date 2002 2003 Last modified 2004 32&,-3 11;1:36:O.'A' 20M Metadala 2006 2007 2008 2GO9 2010 701, 2012 .2013 2011 2015 2016 2017 Pend— Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 2017 sa .ward 4ce�s CrzaWn data 'x ma, s ..Dare amens le I a.1):*I" 71 —d arnans Las Wilied *— i'd 05 t—ad— -d2' 135. sa —d NnoM 53 ward Noon, —d Sias Above:See listed File Numbers. Click on file you are searching. cashel WON Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. Laserfiche Webl-ink M Home Browse search ct—'.Ze se—h E .3r,•�iwts ay, Relevance Re,d,d,,M—qe—r Search 7016 r;em name 3oarn actions-33 cdg-ts; _M.sa field Page count:83 Template name:Board Actions Reset J Coln and Kristen Cashel aQOPERTY LOCATION;162-cwv Shingle mill.'suer... 19.2017#7016.Cashel SCTNI No.1000-9-1-26 mimmus aoorcvai to remo... I— y 19.2017 97016.Cash,l SCTNI No.I CDC-9-26 GRANT,thevar,ances as... COUN&KR15TxN CASHEL SECTION 009 BLOC- vy71-Thomas Ahlgren(Cashel)PO Box 342 Rshers ls;and NY r Show more information... 7018 Board A1.1-1.-56 Page count.56 Template name:Board Actions lage 9 9:30 XW.-COLIN CASHEL AND VananceS under art:cla Id.5e,,00n ANN... ,-1.3.-ance(sl<RIS—,.N CASHEL97016-Recuest pfOPOWO Cells located m other ma... - Shaw more W'.—oo"'. Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111--l-1. Laserfiche Instructions ZBA Files Page 4 Laserfiche WebLink " lelp Ana.r Home Browse Search 7n v Ofseutrold>Zoning dnard n(Ac[+'als iZ9al>himutes/Agendas/Legal Notices!Hearmgs Minutes/Agendas/Legal Name Page count Template come Notices/Hearings r 1957-1979 Entry Propertles 1980-1999 �j 200040G9- Path �l Zo!0 TaunOfsOefitOiTZOni11R Board 0:Appeals -]2o11 (Z&Ajtt itnli:e5!:y'enddS'LP,S3i icevleanngs 7 iolz n t Creation dace 2013 71'ai2XI 2:57::P.P%1 -;2014 Last modified ^2o15 ;JSfv'20t5:':'S:1a>M -t 2016 Metadara ;;rot7 No mer3data ass fined Page'of 1 11 Ent, Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink ' My Nelol-mA lelo s,xiuc Home Browse Search -o)OfScuthold>Zoning Board of Appeals rZ9Ai>minuteVAgendas/Legal uo!ices/hearmgs>2017 2017 .-Name -age count Template name ZBA-OI%0512017 ' `cntr/Properties s 23a-01:0512017 Agenda a Path _ZBA-01;05.'2017 aeanng ao Z...ring 3 Jf ap0eil', _Z9A-01!05!2017_N .Z3APrlmuteymgen�a;;_aa,n J Z3A-01/19/2017 ZBA-01!19/2017.Agenda - Creation dare - _,•.y_n!.j ..1..t unt -�?9A-02M.12017 r Last modified ZBA-02/o2J2017 Agenda i n 1.0C 17 d:51-,+ %i m Z9.A-WG2!2017-leanng 45 Metaclata -Z9A-02j02/2017'-N 3 Z3A-02I6/201;Agenda 3 NC tlletdd Ad l,i;gne!l 3 ZBA-0Lt6/20175peoal xdure k Nesults ZBA-03102/2017 ` m/h<ahh/pap_smearaUses2� r ZBA-03102/2017 Agenda - -- ------- b ZBA-03102r2017-tearing 65 ZBA-03!02/2017-N 3 ZBA-03!1612017 Agenda 3 d Z3.>-03;1612017 Specal 3 Zd4-0-!06R01; 5 ti Z9n-Oa06/2017 Agenda a s Z3A 0=f06!2017 aeanng 45 Above: Agendas, Minutes and Transcripts are in chronological order. ��I �T I � E terIN (j The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//southoldtownny.gov/calendar.aspx PAMEm SADAR=AFKHAMI , AHMAD #7969 S- CTM #mE 1 000-88- 1 -9 VARIANCE: YARD SETBACK REQUEST: CONSTRUCT ADDITIONS AND ALTERATIONS TO THE SUNROOM OF AN EXISTING SINGLE- FAMILY DWELLING DATE : THURS. , DEC. 512024 1 :00 PM You may review the file(s) on the town's website under Town Records/Weblink: SBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 - -7q(Al RECEIVED November 4, 2024 DEC 5 '4 To: ZONING BOARD OF APPEALS Town of Southold Zoning Board of Appeals Leslie Kanes Weisman, Chairperson In re. Application by Ahmad Sadar-Afkhami#7969—Request for Variance from Article XXIII Section 260-124to exceed minimum rear yard setback through additions to Sunroom at 580 Jacobs Lane, Southold, NY. SCTM NO. 1000-88-1-9. I am the owner of the property adjacent to 3 sides of Mr. Sadar-Afkhami. This letter is in support of the above-referenced variance application. The lot in question, like my property,was divided from a larger estate in the 1950s. At that time, lot size and setback restrictions were not as they are today. Our family has farmed the adjacent property continually during the succeeding decades. In 2002-3,we sold the development rights of the open land to Southold Town to keep it in agriculture and my home is on the property's remaining building lot. After confirmation with the Land Preservation Committee, as a result of this development rights sale,there is no longer a possibility of adding to the size of Mr.Afkhami's lot, either through sale or Transfer of development rights, which might have enabled a different means of resolving the current rear yard setback issue. Mr.Afkhami's renovations to the property and house have been a welcome and long awaited improvement to our neighborhood. Therefore, I hereby support his variance application. Sincerelyyours, Betsey B. Dickerson TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Name of Applicant/Owner) go `� CC)6S E SCTM No. 1000- (Address of Property) (Section, Block & Lot) —Qp COUNTY OF SUFFOLK STATE OF NEW YORK I, (Owner, ( ) Agent S'&?!� -A Kffih�Cn-1 residing at 8 ZS L—A1—N New York, being duly sworn, deposes and says that: On the day of OV , 20 21I personally mailed at the United States Post Office in 3 01 ,i} La( ,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 (,V) Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Sworn to before me this In 20 ZC /v1ARIA PRIKAS GANLEY ��`-dayof (�� !JT/�— , I [Notary Public-State ofNew York NO.01PR5003205 Qualified in Suffolk County ommission Expires Oct 19, 2026] (Notary Public) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this,form-;ompleted, signed and notarized. U.S. Postal Service" U.S. PoMer�ice- '-' 2 CERTIFIED MAIL@ RECEIPT CERTIFIED MAIL@ RECEIPT 117 Domestic Mail Only cc Domestic Mail Only ru ru Ln For d6livery information,Visit our website at liviamusps.corn". L11-1 E:3 77— C3 rq ir-j •oew,,*Yol I C3 Certified Mail Fee $4.35 C3 Certified Mail Fee $4.85 J4.1 -17 0971 C3 $ N I M $ M Extra Service &Fees(check box,add * Wm"ate) M es ees c eck box,add fee �O U rf 7 ru �l $- rU El Return Receipt !P)', <U-\ Receipt(hardcopy)El Return Race elpt(hardcopy) $ ❑Return Receipt(electronic) $ E]Return Receipt(electronic) $. Poitmaik r-3 E]Certified Mall Restricted Delivery $ E3 El Certified Mail Restricted Delivery $ P- E]Adult Signature Required $ $0 Z rLur) EACI:t:;1ra Required $ [ Adult Signature Restricted Delivery$ U EAd. � ,tcted Delivery$ Postage s .61 Postage $1.01 C3 $E:3 $ :oft-. 17�2024 rzl fq)tl9?stage and Fees GCB? 4 r T,%tj Pj�stage and Fees 2- C3 $ C3 $ 117 Sent To ....... kelrs 6 K) 117 Sent To 42-6- J-Ac�oas iwE -------------------------------------- cc Street and-"Kl-t--W, 31,PO Box No Cc Street-a-n-d--Apw.-No.,-0--r-P-j5—B--o-x-'N-& ---------------I-------------------------------- ------------ - -XT1 Ln Ln --- -------�t�r—------------------------ Stare{zM ---- ----- -- [r City,State,ZIP+4 Er 667 ----------------- q--�j -7 1 P2 SENDER' COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 0 Complete items 1,2,and 3. A. Signature 7 ErAgent X E Print your name and address on the reverse J, so that we can return the card to you. 11 Addressee, 11111 Attach this card to the back of the mailplece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to; D. Is delivery address different from item 1? OYes If YES,enter delivery address below: [3 No Kir5 if 03 -Sk"65 t,*w IF SV"Vt11> Wy 1111-f L 3. Service Type 0 Priority Mail Express@ 0 Adult Signature 0 Registered MailTm []Adult Signature Restricted Delivery 0 Registered Mail Restricted 0 Certified Mail@ Delivery 9590 9402 8180 3030 4375 86 0 Certified Mail Restricted Delivery El Signature ConfirmationTM D Collect on Delivery El Signature Confirmation —2.-Article.Number ITransfer from service labell--- ---- ---.I.El Collect on Delivery Restricted Delivery Restricted Delivery Insured Mail 9589 0710 5270 2300 1052 91 11(over nsured Mail Restricted Delivery $5 0) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt 12/3/24,8:29 AM (— USPS.com®-USPS Tracking®Results _ ALERT: EFFECTIVE NOVEMBER 29, 2024, INTERNATIONAL MAIL SERVI&� 'O CANADA IS TEM... USPS Tracking® FAQs > Remove X Tracking Number: 9589071052702300105284 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item could not be delivered on November 26, 2024 at 9:24 am in NEW YORK, NY 10007. It was held for the required number of days and is being returned to the sender. co cu a- Get More Out of USPS Tracking: v 0 USPS Tracking Plus® 77, Alert Unclaimed/Being Returned to Sender NEW YORK, NY 10007 November 26, 2024, 9:24 am 0 Reminder to Schedule Redelivery of your item November 14, 2024 See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) u Text & Email Updates USPS Tracking. Plus@ u Product Information u https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=9589071052702300105284%2C 1/2 TOWN OF SOUTHOLD C, • ZONING BOARD OF APPEALS 0&4iaaCu SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of. POSTING 49iz,kyll (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, residing at 5 40'10 8S I L— New York, being duly sworn, depose and say that: I am th4N Owner or( ) Agent for owner of the subject property On the. day of ay , 20 QJ-V I personally placed the Town's Official Poster on subject property located at: s--Wo �zs &GO t�-s E- 3 0 vwn 1, kLq I La �-1 The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of a EC- 20 2� (Owner/A t Signature) Sworn to before me this —7 Day of i'V Lt`e - , 20 2� (Notary Public) MARIA PRIKAS GANLEY Notary Public-State of New York NO.01PR5003206 Qualified in Suffolk County My Commission Expires Oct 19,2026 �9,�,■[A! ILI. \. � •' •' •v� 1.• e _. .. •V td t.r' +.. a,w; r,•L .. ..I, , 7,." JI�E:'f; ° I�. y yy�' -., "♦ yr. K. . •, , _;•-a +,r,7 �• i lift i/• d 7�5. ..na *Y;`�� t•• A� ;M . +''�!'!st �� � Y�� SN � �. N. - 1�. '�' - f Win:,J/ 1 ^f%..f�. •��, as�r ty.�+fe�. .��►�-�, ,. r1 'I'j '� `-f• •k .?`. ���...P.. �•t\'j.'i.` h, :v •r ,' _ .7 17 •dr; �7 w '1Cr�� �' t I•` ~'3 -6 r'�3' ai r X' y -s �t�r ~• ��<i. 41 /•, i JI �I�. M F t� a.� ,� ,� 3n r � f_ � �;,R+�'y�sty(4,),• ,��, •vc �C2� r C* ' NOTICE OF HEARING ' -.- - The following application will be heard by the Southold Town Board �I of Appeals at Town Hall,53095 Main Road,Southold The application will ALSO be—ailable VIA ZOOM WEBINAR-Follow , fink-http://Southoldtownny.govicalon -Py NAME: SADAR-AFKHAMI, 9HMAD #7969 SCTM #: 1000-88-1-9 v t VARIANCE:YARD SETBACK REQUEST: CONSTRUCT ADDITIONS AND ALTERATIONS TO THE SUNROOM OF AN EXISTING SINGLE- FAMILY DWELLING DATE: THURS., DEC. 5,2024 1:00 PM You may the lile�sl on the town',wcbsite under Town Reeorde 9ebh� k 765 1 LBAI Board Achon..Pending IBA office telephono(631) ; 1 vd .- ,w�9ts,� rr Al 1 ,:t fh . ..�`/�t tit-� L3Y��� .���4b,\� :Y. _ •�y ,i..__� �YL Fl. _S� i1 _r t'. BOARD MEMBERS ��oF SUUj�o Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento yOWN, �V Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF'SOUTHOLD December 23,2024 Tel. (631)765-1809 Ahmad Sadar-Afkhami 580 Jacobs Lane Southold,NY 11971 RE: ZBA Appeal #7969, Sadar-Afkhami 580 Jacobs Lane, Southold SCTM No. 1000-88-1-9 Dear Mr. Sadar-Afkhami; Transmitted for your records are copies of the Board's December 19, 2024 Findings,Deliberations and Determination,the originals of which were filed with the Town Clerk. Before commencing any construction activities, a building permit is necessary. Please note conditions of approval and be sure to submit an application along with a copy of the attached determination to the Building Department. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit a revised site plan or survey stamped and sealed by a licensed design professional depicting all existing and proposed structures on the subject property, i.e.; swimming pool with raised patio, single family dwelling with the proposed expanded rear porch/sunroom addition, and one story accessory frame garage,and shall include the calculation of the total percentage of lot coverage on the subject parcel. 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. Sincere y, Kim E. Fuentes Board Assistant Encl. cc: Building Department S.C.T.M. NO. DISTRICT: 1000 SECTION48 BLOCK: 1 LOT(S):9 LAND N/F OF BETSEY DICKERSON (TOWN OF SOUTHOLD DEVELOPMENT RIGHTS) S 61°22'00" E 138.65' PIPE RAIL FENCE PIPE 00 O Q M.H. O 20.4' L� 'c,a ,Z ^i o 72.1 _ o WIRES �00 :1 112 STY: = o 0< :: :•:•FRM.: : U.P. ul N nm ::::DWELLING;: g.0 35.0' =o N:•#580 ::::: O 4.7'W RAIL FENCE - � 11.2 o ASPHALT DRIVEWAY N ci^::: z •.•:1 STY::::::: ° — p a'::::FIRM. : : : : P--�30'%� RAIL FENCE v GARAGE: 4.2' PIPE N 61°22'00" W 138.65' BRK.MON. O 1.7'W LAND N/F OF BETSEY DICKERSON L0 (TOWN OF SOUTHOLD DEVELOPMENT RIGHTS) MAIN BAYVIEW ROAD RECEIVEp AU6 2 6 2024 ZONING BOARD OF APPEALS THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FIELD INSPECT/UPDATE 08-31 -23 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:9,841 .99 SQ.FT. or 0.23 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUE-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: AHMAD ALI SARDAR—AFKHAMI; MAP OF: WESTCOR LAND TITLE INSURANCE COMPANY; FILED: ADVANTAGE TITLE GROUP AGENCY LLC' SITUATED AT:BAYVIEW NATIONWIDE MORTGAGE BANKERS INC., ISAOA ATIMA; TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 f PHONE (631)298-1588 FAX (631) 296-1588 FILE # 221 —1 87 SCALE:1"=20' DATE: OCT. 18, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. 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BA ILNe ——BQ,—— RYaam OmsN um ——R—— UNLESS uuWTl OIRERAISE,ALLPROPFRTIEs ARE WTlON THE FOLLOIMNG cISTRIc,i R—— Sd1OOL SEVER_ - ——W—— IWmivl O ki— ——MT—— FlRE NrrnANT _ uurt 43 Ic --L-- oP.w une--A-- PARM1 REFIRE_ p R.smNP. 23 Rw Asa -121 AI31 ar 121A ronn lac --- Py,_.La. --P-- wu�s,omo um--wN-- n'a9UtARLE vau,Euw PJSo4AmP 121 Al. P-960b t-z-lVl S.C.T.M. N0. DISTRICT. 1000 SECTION: 88 BLOCK: 1 LOT(S):9 _j4 -7q&q 92-M voA 1� �opFPp�au� ZON1NG�pP LAND N/F OF BETSEY DICKERSON (TOWN OF SOUTHOLD DEVELOPMENT RIGHTS) S612200 E 1.5N 13N 3.3'N ° ' � 138.65' 0.7'w O PIPE RAIL FENCE n L.P. a0 WOOD RAIL W/WIRE FENCE OE O m GAS Mj O W O M.H. .-, 1\ 20.4'::: : : : : : :•:•: : 5.0' �= .4.1:•:• : :: z I STONE 72. 0PCOPING z►4 , Iq oOVRHEAD WIRE 7 :1 1/2 STY = M o••FRM. ::: z¢ n o 0 :. O8,0U.P. � : :DWELLING: o N: 35.0' 4580 O N o N 4.7'W RAIL FENCE POOLCn 16.3':::::®EQP. � 5.0' GATE 203, 1 1.2' ASPHALT DRIVEWAY N c . i;_ :o ao p o;:: 1 STY: : : : `� : 0.8' cd 3.0 RAIL FENCE GARAGE: : 4.2' 6.3' PIPE N 61°22'00" W - 138.65' BRK.MON. 1.7'W LAND N/F OF BETSEY DICKERSON (TOWN OF SOUTHOLD 01 DEVELOPMENT RIGHTS) 16.4'S 8' POST/ 16.7'S WIRE FENCE MAIN BAYVIEW ROAD UPDATE 12-04-24 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FIELD INSPECT/UPDATE 08-31 -23 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:9,841 .99 SQ.FT. or 0.23 ACRES ELEVA77ON DATUM: UNAU7HORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 77-IE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT ]THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: AHMAD ALI SARDAR—AFKHAMI; MAP OF: WESTCOR LAND TITLE INSURANCE COMPANY; FILED: ADVANTAGE TITLE GROUP AGENCY LLC• SITUATED AT:BAYVIEW NATIONWIDE MORTGAGE BANKERS INC., ISAOA ATIMA; TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 221-187 SCALE:1"=20' DATE: OCT. 18, 2021 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Boychuk �s�FocK�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT ti hO Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.soutlioldtownny.gov Date Received APPLICATION FOR BOIL For Office Use Onl PERMIT NO. Building Inspector: A.W 1! 9-' rnnm nR 1 Applications and forms must be filled out in their entirety.Incomplete Au 9u 5 e 2®2 y applications will not be accepted. Where the Applicant is not the owner,an B1UrMINGMEP'Ii Owner's Authorization form(Page 2)shall be completed. TOW EF SOS OT-. Date: OWNER(S) OF PROPERTY: Name: A M-M A- gAD'AQ_^Fk+ik- t1 SCTM#1000- % 9 Project Address: J-3b UA CO S LAN£ S o ft L.:j " If Phone#: 1 t'� � � I�2.� Email: Mailing Address: g awe CONTACT PERSON: Name: a*,2 S �fldQ Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: V U [Z p61^js Mailing Address: 3b 5 T9;Q U-S tl AVE Gotta q OF- 0 Y I Rau Phone#: 63( y $4 g'{� Email: CNcPrm?X ^IZtZA hopGa DESCRIPTION OF PROPOSED CONSTRUCTION 1 ❑New Structure iAAddition ZAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Dyes XNo Will excess fill be removed from premises? Mes [I No 1 PROPERTY INFORMATION Existing use of property: Re Si d1 o,( Intended use of property: RA-&idl?.+^ a� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to G this property? ❑Yes;RNo IF YES, PROVIDE A COPY. ❑ Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION:IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and,other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or:demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and Ao admit authorized inspectors.on premises.and in.bullding(s)for necessary inspections:False statements made herein are punishable as a pass A misdemeanor pursuant to Section 210.45`of the New York State Penal Law. Application Submitted By(print name): ` (� \ NAuthorized Agent ❑Owner Signature of Applicant: Date: -���- STATE OF NEW YORK) SS: COUNTY OF SU-Frol A- ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor Agent Corporate Officer,etc.) of said owner or owners, and is duly authorized to perorm 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 _L �o— Y� da of I U n� , 202241 3/ia" pK Notary Public NOTARY PUBLtC;,STATE.OF,,! PROPERTY OWNER AUTHORIZATION NO.CHOW63M900 (]LJJ WFIED IN SUFFOLK COON(Where the applicant is not the owner) COMIOSSI13N EXRNES JLWIf_30. U2� rr i lei'r7 y cif Ak6 Pl k'esidin at r7 ��` A/ R do hereby authorize 1 V- to apply on my behalf to the Town of Southold Building Department for approval as described herein. Ow er's Signature Date "IrA ft &Aj2t A<—P�F IC 1 Print Owner's Name 2 - LAND N/f OF PROPERTY LOCATION: REFERENCE STANDARDS BETHY DICKER50N ALL INFORMATION AND SPECIFICATIONS SHOWN WHITIP!THESE DOCUMENTS REFLECTS NORMALp 580 JACOBS LANEOWN Of SIOUTHOLD ICES AND REFERENCES THE FOLLOWING PUBLICATIONS BUILDING PRACTICES o �. SOUTHOLD, NY I1971 SG 1 22 '00" E DEVELOPMENT RIGHTSI 3•BUILDING CODE OF NEW PORK STATE 2020 �•RESIDENTIAL CODE OP LEGEND:NEW YORK 5TATE 2020 _ _ •FIRE CODE OF NEW YORK STATE 2020 — •AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 WFCM PIPE PIPE i •ENERGY CONSERVATION CONSTRUCTION CODE 2020 O _ EXISTING WALL TO REMAIN O ENERGY CONSERVATION CONSTRUCTION CODE Q CE55 PIT - 2 THE FOLLOWING 5HOW5 COMPLIANCE WITH ECCCNY5 REQUIREMENTS ON A 0 EXISTING WALL TO BE REMOVED COMPONENT PERFORMANCE APPROACH(AS PER ECCOM SECT.402.1 It SECT. 502.1 - - - -T- - - - EACH OF THE FOLLOWING CONSTRUCTION METHODS ARE ACCEPTABLE AS PER11 THESE REQUIREMENTS AND All OF THE BUILDING COMPONENTS PRESCRIBED PROPOSED 1 L� 3 ON THE PLANS COINCIDE WITH EACH OF THESE METHODS. SIZED ROOF 20� NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD - -JI STUDS @ 10 O.C., 1/2"GYP. BD., 3 1/2 co FIBER GLA55 INSULATION WITH VAPOR BUILDING PLAN REVIEW NOT W m PROPOSED 5UNROOM BARRIER(R-13)BETWEEN WOOD STUDS 2 � , --_-_- _- -_--_-- �� EXTENSION I/2"EXTERIOR PLYWOOD SHEATING, BUILDING A TOWN OF 5OUTHOLD — O I G7 S.F. 4 PAPER AND CEDAR SHINGLE FINISHED. BUILDING PLANS EXAMINER HA5 REVIEWED O ----- "-'-_-' - - _ _ _ �� NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL '--' .-.-,-Z I PARTITION CON515TING OF 2'X 4"WOOD THIS DOCUMENT FOR, MINIMUM ACCEPTABLE PLAN SUBMITTAL O - h�AD WIRES I I �2; STY REQUIREMENT5 OF THE TOWN OF 5OUTHOLD A5 _ - _ _ - - pv R � STUDS WITH TOP AND BOTTOM WOOD _ •� RUNNERS AND ONE LAYER OF 5/8"THICK SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF ___.------ ---- o F0M GYPSUM BOARD ON EACH SIDE. NEW YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH �-� , - CAI � O Q BSA CAL#301-GO-5M LING THAT CODE. THAT RESPONSIBILITY 15 GUARANTEED UNDER THE o - CM HARDWIRED SMOKE DETECTOR AND CARBON U O O dJ ' 5D O MONOXIDE DETECTING DEVICE. SEAL AND SIGNATURE: OF THE STATE OF NEW YORK LICENSED U.P. � �~� z cv #5J O PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE IS (v ® 75 CFM MH EXHAUST FAN INTERPRETED AS AN ATEESTATION THAT TO THE BEST OF THE (NmERE 15 REQUIRED) , LICENSE'S BELIEF AND INFORMATION THE WORK IN THE Z ( 31 DOCUMENT: EXISTING DOOR - 15 ACCURATE, t-L1 RAIL FENCE Q - - CONFORM5 WITH GOVERNING CODE5 APPLICABLE AT THE Z I G.3' (,INEW DOOR TIME OF SUBMISSION, Cal REVISION - CONFORMS WITH REASONABLE 5TANDARD5 OF PRACTICE 1 0 AND WITH VIEW TO THE SAFEGUARDING OF THE HEALTH, r _ 20.3',� PROPERTY WELFARE, c J U _ N A5PMALT DRIVEWAY N z -� f STY FRM. I - 15 THE RE5PON51BILITY OF THE LICENSEE. u—i 0 0 GARAGES U \ cn O -- NO CHANGE GREEN DESIGN SITE 1 N FOI;�,' MATI ON U 50' W RAIL FENCE cv ARCHITECT BRIAN O'CONNOR 130 N. WINDHORST AVENUE ZONING : G — — — B ETH PAG E, NY, 11714 PIPE I �� LAND N/f OF I BRK. MON. (516) 476-8168 RESIDENTIAL BUILDING N � 12 2 00 I 38 ,, GS I Crowen @aol.com ADDRESS: 580 JACOBS LANE, 50UTHOLD, NY 1197I BETSEY DiCKERSON1 .71 W g TAX MAP : 1000-088-00-0 1 -00-009-000 (TOWN OF 50UTMOLD HOPE DRAFTING & - LOT AREA: 9,844 S.F. O DEVELOPMENT RIGHTS EXPEDITING SVC LLC.BEATRIZ E FIRPO NOTE: — 125 CORTLAND STREET PLANS FILED FOR: COPIAGUE, NY, 11726 PARTIAL ROOF RE)E51GN, 5UNROOM EXTEN51ON (631)575-6254 NO CHANGE IN U5E, OCCUPANCY OR EXIT5. _ (917)251-7614 SCOPE Off WORK: SITE I N I`O RM ATI O N hopedraftingsvc@gmai1.com PLANS FILED FOR EXTERIOR ALTERATIONS OF AN EXISTING BUILDING DRAWING NAME: MAIN DAYVIEW ROAD PREMISES: 580 JACOBS LANE, 5OUTHOLD, NY, 11971 CLASS: ONE FAMILY YEAR ROUND RESIDENCE D [EC[EUVE ro 15T FLOOR: 5UNROOM EXTEN51ON I G7 5.F. TAX MAP : 1000-088-00-01-00-009-000 TIDAL WET LAND5: NO -Ft9©(�:-5(�€E�-ROOF-ABC -BE-BRIO ��A�II LOT AREA: 9,844 5.F. SECONDARY ZONE: NO GENERAL NOTES AUG _ 5 2G24 USE : RESIDENTIAL- I FAMILY FRE511 WATER WETLANDS: NO ZONE : A-C 2 COASTAL EROSION HAZ.: NO BUILDING DEFT. AC : AGRICULTURAL CONSERVATION (2 ACRE) ACREAGE : 0.24 TOWN -)^s€ t-TroI D RAW/ N G LI 5T ALLOWED EXISTING PROPOSED STAMP A./E. : DATE LOT AREA 80,000 S.F. 9,544 5.F. NO CHANGE DAP RE 01co V V ZO- 100.00 COVER SHEET, PLOT PLAN, 51TE INFORMATION, LOT WIDTH 175 71 NO CHANGE ti LOT DEPTH 250 139 NO CHANGE +�� m� �0 �'-r► N- 100.00 GENERAL NOTES r`a * I ST FL. LIVING AREA G38 S.F. NO CHANGE A- 100.00 EXISTING CELLAR AND FIRST FLOOR 2ND FL. LIVING AREA 49G 5.F. NO CHANGE y� s �r A- 101 .00 EXISTING 2ND FLOOR AND ROOF CELLAR ACC. USE ONLY 14G 5.F. NO CHANGE A- 102.00 EXISTING ELEVATIONS * OPEN FRONT PORCH 13G 5.F. NO CHANGE DRAWING No: 5UNROOM 193 S.F. 3G0 5,F. A- 103.00 PROPOSED CELLAR AND FIR5T FLOOR * GARAGE 204 S.F. NO CHANGE .._. A- ! 04.00 PROPOSED 2ND FLOOR AND ROOF * LOT COVERAGE 1,9G9 I,Gk ZO100000 A- 105.00 PROPOSED ELEVATIONS BUILDING HEIGHT 35/25 DATE: PAGE No: # Of 5TORIE5 2 1/2 05/20/2024 1 OF 10 A- 10G.00 BUILDING CR055 SECTION AND DETAILS FRONT YARD GO 72.f' NO CHANGE DOB STAMP: A- 107.00 DETAILS SIDE YARD 20 13.8' NO CHANGE 51DE YARD AGGREGATE 45 32' NO CHANGE BACK YARD 75 35.0' 31 .7" N DOB APPLICATION #: PROPERTY LOCATION: 4�1 A 580 JACOBS LANE SOUTHOLD, NY 11971 LEGEND: i GENERAL NOTES NAILING SCHEDULE TABLE 3.1, WFCM 2022 CONCRETE & FOUNDATION JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING EX15TING WALL To REMAIN 1 . Architect/Engineer are not responsible for job supervision 1. All footings shall bear on virgin soil having bearing capacity of 2,000 lbs. per square 2 ROOF FRAMING foot. All exterior footings shall be a minimum of 3'-0" below grade unless noted otherwise in - - - - - - - 2. Contractor to verify adequacy of existing bearing walls and headers to bear new second story plans. Piles may be required depending upon local conditions. At the discretion of the engineer �- - - - - - - � EXISTING WALL TO BE REMOVED - Rafter to top plate (toe - nailed) (see table 3.4a) per rafter g construction. a separate foundation plan by a licensed soils engineer may be required. A soil boring stating 3 - Ceiling joist to top plate (toe- nailed) (see table 3.4a) per joist bear capacity is required to confirm these and water table conditions. NEW EXTERIOR WALL CON515TING 2 x 4 WOOD 3. Contractor to confirm that all asbestos insulation has been removed from the premises by a licensed - Ceiling joist to parallel rafter (face-nailed) (see table 3.9a) each lap _Omwm�_ 5TUD5 @ 16"O.C., I/2"GYP. BD.,3 I/2 asbestos removal company before construction begins. 2. All existing fill, roots, and other unsuitable bearing material shall be removed and footings FIBER GLA55 IN5ULATION WITH VAPOR - Ceiling joist laps over partitions (face-nailed) (see table 3.9a) each lap BARRIER(R-13)BETWEEN WOOD 5TUD5 4. These drawings have been prepared by or under the direction of the undersigned and to the best of - Collar tie to rafter (face-nailed) (see table 3.6a) per tie carried to the bottom of such excavation. Contractor to verify soil bearing capacity and assume 1/2°EXTERIOR PLYWOOD 5HEATING,BUILDING full responsibility for same. A soil boring stating bearing capacity is required to confirm these 4 PAPER AND CEDAR SHINGLE FINISHED. - Blocking to rafter toe-nailed 2-8d each end the undersigned's knowledge, belief, and professional judgement are in compliance with the New York 9 ) prior to pouring footings, contractor shall notify designer of any soil variations, or advice soil _rz� Of ZX 4" NEW NON FIRE RATED(COMBU5TIBLE)DRYWALL State Energy Conservation Construction Code effective 12/28/20 and the Residential Code of New York - Rim board to rafter (end- nailed) 2-16d each end conditions and water table conditions. 5TUD15 TION WITHONG TOP AND OTTOM WOODOD State Effective 12/28/20 RUNNER5 AND ONE LAYER OF 5/8"THICK GYP5UM BOARD ON EACH 51DE. WALL FRAMING 3. Minimum compressive strengh of concrete at 28 days to be as follows: BSA CAL#301-60-SM 5. It is a violation of New York State Education Law for any person, unless acting under the direction A. Footing, piers. Foundation walls: pc=3,500 p.s.i stone concrete. CM HARDWIRED 5MOKE DETECTOR AND CARBON of a registered Architect or a licensed Professional Engineer to alter any item on this drawing. All - Top plate to top plate (face-nailed) 2-16d per foot B. Slab on grade: pc=3,500 p.s.i concrete per R402.2 Sp MONOXIDE DETECTING DEVICE. alteration must be made in compliance with the New York State Education Law, and Construction Code. - Top plates at intersections (face-nailed) 4116 d C. Superstructure, slab: p.s=3,500 p.s.i. stone concrete ® 75 CFM MH EXHAU5T FAN The professional whose seal appears here on assumes no responsibility for any such alteration or re-used - Joints- each side, Stud to Stud (face-nailed) 2-16d 24" O.C. D. All concrete to have air entrainment of 5% to 7% per R402.2 (WHERE 15 REQUIRED) without his written consent. - Header to header (face-nailed) 16d 16" o.c. along edges - Top or bottom plate to stud (end-nailed) (see table 3.5a) 4. Anchor bolts shall be set approx. one foot from comers. Set anchor bolts on either side of the EX15TING DOOR 6. The liability of registered Architect or licensed Professional Engineer interrante for errors, omissions,and/or negligence resulting in personal injures, property damage, or any consequential damages is - Bottom plate to floor joist , band joist, end joist or blocking (face-n ailed)2-16d per ft openings and minimum of two bolts in any one sill, Anchor bolts 3' O.C. except as noted (evenly limited to the amount of the fee paid for these drawings. The retention or use of all or any part of these spaced). Anchor bolts are 3/8" diameter. NEW DOOR drawings will constitute acceptance of this limitation of liability. Copyright 2012 professional whose FLOOR FRAMING seal appears here. - Joist to sill, top plate or girder (toe-nailed) 4-8d per joist 5. Perform required alteration to existing concrete. New Work installed adjacent to and connecting REVISION - Bridging to joist (toe-nailed) 2-8 d each end with present work shall match existing. Joints between new and existing work shall be trowelled 7. The issuing and/or granting of any certificate of use or occupancy is totally and completely under the - Blocking to joist (toe-nailed) 2-8 d each end control; of the town, village, city or county government. The Architect assume absolutely no - Blocking to sill or top plate (toe-nailed) 3-16d each block smooth and even. Provide expansion joints. responsibility for the issuing and or granting of any certificated of use and/ or occupancy. - Ledger strip to beam (face-nailed) 3-16 each joist 6. Provide continuous non- metallic termite shield with all joints sealed along perimeter walls and - Joist on ledger to beam (toe-nailed) 3-8d per joist shielded termite collars at plumbing pipes in crawl space unless otherwise noted. GREEN DESIGN - Band joist to joist (end nailed) 3-16d per joist ARCHITECT BRIAN O'CONNOR CONSTRUCTION NOTES - Band joist to joist to sill or top plate (toe-nailed) 2-16d per foot 7. Footing at different levels shall be stepped so that the clear distance between adjacent bottom 130 N. WINDHORST AVENUE - Stair treads to be 10" plus 3/4" nosing min. & risers to be max. 8-1/4" per R 311 . edges shall not exceed a slope of one vertical to two horizontal. BETHPAGE, NY, 11714 ROOF SHEATHING 8. Back fill shall not be placed against foundation walls until concrete is of sufficient strength and (516) 476-8168 - Glazing that is less than 18" A.F.F. must be tempered glass per R308.4. - Structural panels 8d (see table 3.10) until the walls are properly braced top and bottom by the horizontal floor or by adequate Croweng@aol.com - Diagonal board sheathing 12" o.c. (field) temporary bracing. HOPE DRAFTING & - All insulation to have vapor barrier facing heated area. - 1"x6" Or 1"x8" 2-8d per support EXPEDITING SVC LLC. 9. Concrete foundations shall be poured continuously. If pour is interrupted a vertical key shall be - Tempered glass required if windows glass is 5'-0" or less above bottom standing - 1"x10" Or winder 3-8d per support provided. Horizontal joints are not permitted. BEATRIZ E FIRPO surface of tub/shower. 25 CORTLAND STREET - Wood I-joist to be installed in accordance with manufacturer's instructions. CEILING SHEATHING 10. Contractor shall verify dimensions and locations of slots, pipe sleeves, inserts, anchor belts, COPIAGUE, NY, 11726 instructions manual to be kept at job site. - Gypsum wallboard, 5d coolers, 7" edge/ 10" field. electrical conduits, etc.as required for trades before placing concrete. (631)575-6254 11. Concrete: work included; (917)251-7614 - All built-up level beams may be replaced by solid level beams of the same overall WALL SHEATHING A. All footings, foundations, steps, platforms, etc. as per drawings hopedraftingsvc@gmail.com dimensions. - Structural panels, 8d, (see manu.) B. All concrete slabs DRAWING NAME: - Simpson connectors may be replaced by equivalents. - Fiberboard panels C. All other works as required by drawings. 7/16" 6d 3" edge/6" field D. Set anchor bolts. GENERAL NOTES - Multiple scale beams (Microlam etc. ) to be assembled & installed per 25/32" 8d 3" edge/6" field 12. All forms to be left in place a minimum of 3 days after completion of poring. manufacturer's specifications. - Gypsum wallboard, 5d coolers, 7" edge/101, field - 13. Damp Proofing: Work Included; Hardboard, 8d, (see table 3.11) - Wall sheathing to extend to top of top plate. - Particleboard panels, 8d, (see manu.) A. All surfaces to be damp proofed shall be dry, clean and smooth, free of dust, dirt, void and - GWB to comply with R702.1 , R702.3, table R702.1 (2) - Diagonal board sheathing cracks and shard projections. STAMP A./E.: DATE: ED qRC 1" x 6" or 1" x 8" 2-8d per support B. Allow 24 hours prior to backfilling. .1• 01cotiy'�� - Deflection of all members complies with Chapter 5,7,8,9 NYS residential code. 1" x 10" or wider 3-8d per support C Apply mastic emulsion only when temperature is 40 degrees and rising and in d wh h r too and 2020 BC-NYS Chapter 16 Pp Y Y P 9 9 dry eat a � FLOOR SHEATHING D. Apply Celotes Trowel Mastic or approved equal on all foundation walls below grade at 9 - All details on these plans provide a continuous load path as required. - Structural panels basement and crawl spaces. �F - Contractor to ensure fit of all Simpson connectors before obtaining them. 1" or less, 8d, 6"edge/12" field E. Mastic shall be applied at the rate of 1/81, thick wet. DRAWING No: Greater than 1", 1 Od, 6" edge/6" field 14. Contractor to underpin any existing foundation walls abutting new foundation walls, footing or - Design pressure raising of window to be DP-30 min. per table RT301 .2 (2) NYS - Diagonal board sheathing excavation with a minimum 16" wide single pour footing to a minimum of 36" below adjoining residential code also reference R609. 1" x 6" or 1" x 8" 2-8d per support grade unless noted otherwise in plans. N - 100000 1" x 10" or wider 3-8d per support 15. Contractor to provide a minimum of r4.5 rigid insulation (vertical) as required for frost- protected footing in heated building per table R403.3 For new construction. DATE: PAGE No: NOTE- ALL NAILS SPECIFIED TO BE COMMON NAILS 05/20/2024 Z OF 10 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE SOUTHOLD, NY 11971 LEGEND: i I EX15TING WALL TO REMAIN EXISTING WALL TO REMAINT _ __ EX15TING WALL TO BE REMOVED - --+ EXISTING WALL TO BE REMOVED 3 NEW EXTERIOR WALL CON515TING 2 x 4 WOOD -%mmmm- 5TUD5 @ I G"O.C., 1/2"GYP. BD., 3 1/2 37'-7" +_ FIBER GLA55 IN5ULATION WITH VAPOR 30-1" BARRIER(R-13)BETWEEN WOOD 5TUD5 9'-0" " 18'-9" " 7'-7" I/2"EXTERIOR PLYWOOD 5HEATING, BUILDING 2'-1" 2'-10" 4'-1„ 31-211 21-3" 7-9" 91 91 21.3" '-10" 71-711 4 PAPER AND CEDAR 5HINGLE FINI5HED. NEW NON FIRE RATED(COMBU5TI13LE)DRYWALL PARTITION CON515TING OF 2'X 4"WOOD 22'-G" +_ 5TUD5 WITH TOP AND BOTTOM WOOD 21 " RUNNERS AND ONE LAYER OF 5/8"THICK " 2'-2" 4" 2'-10" 4" 2'-2" 4" 2'-2" 4" 2'-2" 4" 2'-2" 4" 2'-2" 4" 2'-2" 4 GYPSUM BOARD ON EACH SIDE. SSA CAL#30 I-60-5M UP 2 R. HARDWIRED 5MOKE DETECTOR AND CARBON r' 50 O MONOXIDE DETECTING DEVICE. r-----------------------------------------------------------------------------� 1 i� F21 ® 75 CFM MH EXHAUST FAN - - - _ (WHERE 15 REQUIRED) it 11 1 ---------------------- N EX15TING 5UNROOM EXISTING I n 1 ------------------------------------------ ; CELLAR N N 1 11 1 NI EX15TING DOOR 2210101711 ENTRANCE 2 + d + UN - EXCAVATED F- 0 N I INLD c N I u I NEW DOOR F""\6 kN� _ REVISION 1 I N , IUIiVL---------------------------------------------- L11 '--------------------------------------------- I WOOD STOVE 2 11 2 I I t : J4 - I 1 ----------------- EXISTING 1 �__----^ ,i i i DRYER W.M. i i , , HALL 1 11 t tl - 710 X GS BED NOOK 1 GREEN DESIGN I I 51 .5G S.F. ' -------- ARCHITECT BRIAN O'CONNOR ' Lj -------------------- 130 N. WINDHORST AVENUE HW _ III t:0-SD o I co = ° ulI EX15TING EXISTING (7° ' ' BETHPAGE NY' 11714 ''-' p UN - EXCAVATED ENTRANCE/LIVING ; ; BEDROOM I , N OIL TANK I ' ' t (516) 476-8168 BOILER , , ; ® 101 I X142 " 77X142 N - � 1 1 I � ' I 0 1 1 5D> 157. 1 G S.F. 0 9G.72 S.F.; - Croweng@aol.com CC ELECTRIC b HOPE DRAFTING & It PANEL , II z EX15T. OPEN CELLAR A5 I _ EXPEDITING SVC LLC. 1 1 , - EXIST. o ; to ACCE550RY U5E ONLY. I EXISTING BATH. EATRIZ E FIRPO --------------------------------------------- 10'37 142" EAT-IN KITCHEN2. 19 S.F. 125 CORTLAND STREET 9107 18't 0" COPIAGUE, NY, 11726 -------------------- ' ------------------- 157. I G 5 F 1 • • (631)575-6254 I EXISTING (917)251 -7614 I FRONT PORCH N hopedraftingsvc@gmail.com ___________________J I 18 10 X7 2 13G S.F. DRAWING NAME: I I II 1L., EXISTING CELLAR 2'-I" 1 2'-4" 2'-4" 21-1" 9"1 1'-8" 9" 21-3" 11.1 I" 2'-7" 2'-3" 2'-9" 2'-10" 1 1"Q P-G" 2'-3" 1 21-1 1" EXISTING FIRST FLOOR EX15TING CELLAR 1 4 G 5 . 1=. L_ 9'-0" �11 2'-5" , 4'-1 11 1 a-I 1" �� 7'-7" � 36'-I" I 10141 +- 1 271-111+- 1 SCALE 1/4 If = I '-0" STAMP A. /E. : DATE: EX 1 ST I NG E I ED ARc R5T FLOOR G35 5 . I'. ���� � ° � EX15TING FRONT FORCH 13G S . I'. EXISTING 5UNROOM 193 S . E. � - • SCALE 11411 = 1 '-011 DRAWING No: A - 100000 DATE: PAGE No: 05/20/2024 3 OF 10 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE 1 SOUTHOLD, NY 11971 EXISTING WALL TO REMAIN LEGEND: 2 EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN 29'-4" +- 27-10" �1 71-{ip " I V-7N 2'-9" 2'-3" 3'-1" 3'-3" (JJ 3'-8" 9" 4'-4" /3'-8" 2'-7" 1'- " 22'-6" ►'- " _ _ _ _ _ _ _ EXISTING WALL TO BE REMOVED _ _ _ 3 r ---------------------_--— ------ -I o r -------------- — ------------------- -1 NEW EXTERIOR WALL CONSISTING2x4WOOD I I - 1 I ` 1 I STUDS @ I G"O.C., I/2"GYP. 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ROOF BELOW ROOF BELOW REMOVED AND REBUILT A5 PER NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL PARTITION CON515TING OF 2 X 4 WOOD PROPOSED SUNROOM 5TUD5 WITH TOP AND BOTTOM WOOD EXTENSION RUNNERS AND ONE LAYER OF 5/8'THICK GYPSUM BOARD ON EACH SIDE. `\ Op , BSA CAL#301-GO-5M -__--_-_---_�------------- _-_----- --------- -------------------------f__fi__-_----___-_ HARDWIRED SMOKE DETECTOR AND CARBON I ` 1 I 1 , ' ------------- ----------------------------i-- ------------- -- -" SD O MONOXIDE DETECTING DEVICE. r----1----------- ----------------`- -----------------------� I I 1 1 I 1 1 I I 1 I i ' EXISTING EXISTING ROOF TO BE I ® 75 CFM MH EXHAUST FAN HALL ; REMOVED AS REQUIRED _ _ _ _ _ _ (WHERE IS REQUIRED) FOR NEW SHED ROOF ; ' 7 8„ X G,8„«� ; ; EX15TI NG I G 1 .40 5.f. I 1 1 I 1 1 1 EXISTING DOOR CA"5D 5D BEDROOM 2 ; ; �' ' ' O p 1 1 - " 10771110 ' 125.58 5.F. 1 L U NEW DOOR LU -`---- CD co----- - I 1 t t _CL05ET '-' CL. CL. ®I "_57) REVISION 1 1 1 5D % I ; 1 O 1 o Cl? ; 0 EXISTING ; N 1 1ry N STORAGE ' 1 I r' 55.74 S.F. CL. ; ; 2 - - - - - - - - - - - - - - - - 1 1 ' I "I EXITING ; ; ; TI r-------------------------------------------------------- - 1 1 GREEN DESIGN ¢ _ 2 I - 2 TL ARCHITECT BRIAN O'CONNOR 8 dEN __ _ _______________________J L_�— ----- -- -- ---j--- -----------------------J 8G.05 S.F. T 130 N. WINDHORST AVENUE BETHPAGE, NY, 11714 1 ' -'- - - - - - - - (516) 476-8168 I 1 1 1 1 1 ROOF BELOW o '- 1 EXISTING ROOF TO BE Croweng�aol.com _ --------------- ------------I---r ; REMOVED A5 REQUIRED t 1 1 I I -� 1 , I L-------------------J--___--______ _-.i---J I 1 ���\//� FOR NEW 5t1 HOPE GRAFTING 8� V I 1 1 EXPEDITING SVC LLC. 1 I 1 I 1 I 1 I BEATRIZ E FIRPO I 31-I" 1 2'-3" 31-I" 4'-6" �') I'-10" ��_ 10'-7" _ I1�0"j 37-7"VIE '-o"I 125 CORTLAND STREET � 9'-7" Q 4'-6" 411 I'-10" pl I a-7" ! COPIAGUE, NY, 11726 (631 )575-6254 (917)251 -7614 hopedraftingsvc@gmail.com EXISTING 5ECON D fLOOK 49G 5 . E. EX15T1 NG K0017 DRAWING NAME: SCALE 1/4" = 1 '-0" SCALE 1/4" = 11-011 EXISTING SECOND FLOOR EXISTING ROOF REMOVAL NOTES STAMP A. /E. : DATE: ��FtED ARC,y 1 . Contractor shall field verify conditions prior to the commencement 7. Contractor shall be responsible to provide protective barriers as required �� c o.co of work and be responsible to report all discrepancies between the actual to provide building occupants, workers and the general public. w� conditions and the plans immediately to the architect. No work is to be performed in the areas where there are discrepancies until the architect 8. Contractor shall be responsible to remove all existing non-bearing resolves the issue and the authorization is received from the owner. partitions doors, frames, etc. As indicated on the plans or as required to N Q� install the new work as indicated on the plans. 9TF s 2. Contractor shall remove all finishes from existing columns full height. Contractor shall not remove the required columns fireproofing. 9. Contractor shall remove all existing electrical outlets, switches, panels wires, etc. As indicated on the plans or as required install in New York DRAWING No: 3. Contractor shall remove all existing floor finishes and mastic throughout the entire floor. The existing terrazzo floor is to remain undisturbed. 10. Contractor shall remove all existing unit heater, flues, gas piping, etc. As shown in the plans. Contractor shall field verify the number of existing unit A10100 -- 4. Contractor shall coordinate the removal of any vertical pipes, conduits, heaters prior to the commencement of work and be responsible to remove all. e ducts, etc. With the landlord's field rep. prior to the commencement of work to 11 . The work indicated on this plan is for overall general clean out of the DATE: PAGE No: determine if the piles, conduits,ducts, etc. are no longer in use. No existing entire floor for the construction of the New York indicated on the plans. 05/20/2024 4 OF 10 functioning building services are to be disturbed as part of this work. Removals and/or cutting of the new opening ]s requiring structural 5. Contractor shall be responsible to maintain all exits and exit stairs free alterations to the building DOB STAMP: and clear of any debris, material, equipment, tools, etc. at all times 6. Contractor shall be responsible to maintain the space clean and shall remove all debris from the site on a daily basis DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE EXISTING ROOF TO BE SOUTHOLD, NY 11971 EXISTING ROOF TO 'BE REMOVED AS REQUIRED REMOVED A5 REQUIRED FOR NEW SHED ROOF FOR NEW SHED ROOF RIDGE EXISTING ROOF TO BE LEGEND: fill [ tP-- REMOVED AS REQUIRED FOR NEW SHED ROOF IILIIIIIIII - I EXISTING WALL TO REMAIN EXIST. EXIST EXIST. EXIST. EXIST. 2 EXIST. if fill [ fill EXISTING WALL TO BE REMOVED IX15TING ROOF TO BE 2ND FLOOKL REMOVED AND REBUILT AS PER 3 m o PROPOSED 5UNROOM NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD EXTENSION STUDS @ 16"O.C., 1/2"GYP. BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR 5UNROOM TO BE EXTENDED BARRIER(K-13)BETWEEN WOOD STUDS I/2"EXTERIOR PLYWOOD 5HEATING, BUILDING EX15T. EX15T. EX15T. EX15T. EXIST. L A EXIST. E. E. E. E. E. E. E. 4 PAPER AND CEDAR SHINGLE FINISHED. 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II 1,1TI 1i II fiTI t ,IYI 'TyI I I I I 1 11 I -I1 I 1I 1I-1I I I1 I I17 1 2 SCALE 1/4"= I'-U' - SCALE 1/4'= 1'-0' GREEN DESIGN _ ARCHITECT BRIAN O'CONNO0 130 N. WINDHORST AVENUE fe B ETH PAG E, NY, 11714 (516) 476-8168 Croweng@ad.com HOPE DRAFTING & S EXPEDITING SVC LLC. EXISTING ROOF TO BE EXISTING ROOF TO BE BEATRIZ E FIRPO REMOVED A5 REQUIRED REMOVED A5 REQUIRED FOR NEW 5HED ROOF FOR NEW 5HED ROOF 125 CORTLAND STREET COPIAGUE NY 11726 RIDG _ RIDGE 631 575-6254 EXISTING ROOF TO BE ( ) REMOVED AND REBUILT A5 PER (917)Z51 -7614 PROPOSED 5UNROOM _ EXTEN510N hopedraftingsvc a gmail.com EXIST. DRAWING NAME: 5UNROOM TO BE EXTENDED -EXI5TING ROOF TO BE r REMOVED AND REBUILT A5 PER IEXI5T.1 _ EXISTING ELEVATIONS 1 111 111I 1I[ 11I 1 I ;1_3rI fri�I llI I I I I I "-11 II1--111TI1 1 2ND FLOOR PROP05ED SUNROOM LEI > 2ND FLOOR EXTEN5ION EXIST. EX15T. E. E. E. 5UNROOM TO BE EXTENDED — E E E EXIST. EXIST. STAMP A./E. : DATE: REo Apo, _ I ST FLOOR _ _ _ _ _ _ _ ____ _ ____ 15T FLOOR �yo� - - - -- - - - - - - - - - - - -- - - - -- - - - ---- - - - -- - - - ---- - - - -- ♦ r .\. v\. t .Yt •\. .�. .5' ' a - i 1 1 1 1 I 1 N t 1 I I t 1 I 1 , 1 1 , I , L__J rJ L„ ,.J L� r.J L� r J L� ,.J L- rJ L� i i rJ L� L__J I N 1 1 1 1 1 1 1 1 I 1 I I 1 1 L-_____J . l_--___J l_ -- J , I L__-__-J DRAWING NO: r -r- 1 1 1 1 1 t 1 1 CELLAR CELLAR rJ L-,------------------------------------------rJ L, rJ L-1---------------------------------_--__----rJ 0 I 1 I 1 1 1 1 1 �1� I I I 1 1 1 1 t 1 L.-----J L.-----J L-----J L-----J 7'-2" +- � 15'-8" +- I 8'-7" +- ,I � I 8'-7" +- � 20'-4°+- 12'-6" +-I DATE: PAGE No: 31'-5" +- 1 I 3I'-5" +- �! 05/20/2024 5 OF 10 EX15T1 NG NORTH WEST ELEVATION EXISTING 50UTH EAST ELEVATION DOB STAMP: SCALE 1/4"= 1'-0' SCALE 1/4"= 1'-0" DOB APPLICATION #: PROPERTY LOCATION: EXISTING WALL TO REMAIN 580 JACOBS LANE 3 NEW EXTERIOR WALL SOUTHOLD, NY 11971 -%mmm- 4 LEGEND: NEW INTERIOR WALL 1 IX15TING WALL TO REMAIN FX15TING NEW _ _ _ 2_ _ _ _ I _ _ _ _ _ _ EXISTING WALL TO BE REMOVED 37-0" +- 3 35'-G" NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD 18'-9" 7'-7' STUDS @ I G-O.C., 1/2"GYP. 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NEW SCALE 1/4" = 1 '-011 DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE c SOUTHOLD, NY 11971 i LEGEND: EXISTING WALL TO REMAIN 1 3 NEW EXTERIOR WALL EXISTING ROOF TO REMAIN EXISTING WALL TO REMAIN 4 2 NEW INTERIOR WALLT EXISTING WALL TO BE REMOVED NEW SHINGLE ROOF TO MATCH WITH EXISTING 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD EX 15TI N G N EW STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2 FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13)BETWEEN WOOD STUDS 29'-4"+- Q 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING 27'-10" 7'-8" PAPER AND CEDAR SHINGLE FINISHED. 3'-5" 2'-3" 3'-1" 3'-3" 3'-8" 9" 4'-4" 3'-8" 2'-7" 1'-0". 30'-0" I'-p" NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL I'0" ROOF OVERHANG ALUM. GUTTER '1 -"1 PARTITION CONSISTING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD RUNNERS AND ONE LAYER OF 5/8"THICK - ' • : ' : . • : : ' : • ' • ' • • : : • : • ' • ' : • . ' . : • : • • ' • : • . . ' • : • ' • . • ; • • . 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' I 11 51-7614 ' I WALL TO BE RAISED ; d hopedraftingsvc@gmail.com ; CEDAR SHINGLE SYSTEM WALL N � ; ; FINISHED OVER i"RIGID INSULATION Exi ING I ROOF BELOW (R=7.0 MIN)ON 5/8"PLYWOOD EXTERIOR `---------------- ------------*- �' ' _ - I DRAWING NAME: I I L___________________A_______-____ SIDE, 518'GYP, INTERIOR ON 2X4 WOOD STUD I G"O.C.WALL, WITH ; CL05ED CELL SPRAY FOAM R-G.5/ I I , L------------------------------------------------------------- INCH BETWEEN (R=24 MIN.) ------------------------------------------------------------- PROPOSED SECOND FLOOR � Q � PROPOSED ROOF I'- " 5'-3" 5'-3" I' " < I 3�_5" I 2'-3" I 3'-5" lZ"Q 4�-G" 15� )'-10" �� 10'-7" - I'- " 10'-6"VIF I'-3" I G'-4" "_-3" 1'- " 7'-3" 1'- " 9'-7" �� 4'-0 �7 1'-10" �� I0-7" I I'-0" 3T-7"VIF I 10'-G" +- I 18'-I° +- I STAMP A. /E.: DATE: SD A4 y EXISTING EXISTING NN ♦� i FROF05FD SECOND FLOOR 49G 5 . 17. (NO CHANGE) PROPO5ED ROOF SCALE 11411 = 1 '-011 SCALE 11411 = 1 '-011 DRAWING No: A - 10 000 DATE: PAGE No: 05/20/2024 7 OF 10 DOB STAMP: DOB APPLICATION #: PROPERTY LOCATION: r A 580 JACOBS LANE JCL EXISTING ROOF A SOUTHOLD, NY 11971 PROPOSED ROOF SIZED PROPOSED ROOF SHED RIDGE EXISTING ROOF RIDGE AK LEGEND: I IX15TING WALL TO REMAIN NEW NEW NEW NEW PROPOSED ENLARGED EXIST. EXIST EXIST. EXIST. EXIST. 2 L1l —L---jLEI _LU EX15T. SUNROOM I IT I-If-T I I _ EXISTING WALL TO BE REMOVED tL > 2ND FLOOR,�_ - 2ND F OR 3 �`? NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD `—° STUDS @ I G"O.C., 112'GYP. BD., 3 112 -- FIBER GLASS INSULATION WITH VAPOR BARRIER(R-13)BETWEEN WOOD STUDS 112'EXTERIOR PLYWOOD SHEATING, BUILDING EX15T. EX15T. EX15T. EXIST. EXIST. NEW N. " ` N. N. N. N. N. N N, 4 PAPER AND CEDAR SHINGLE FINISHED. NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL T NENI PARTITION CONSISTING OF 2'X 4"WOOD STUDS WITH TOP AND BOTTOM WOOD -- - - --- - - - - - -- - - - - -- - - - -- - 1ST FL00 _ _ _ _ _ _ _ IST F 0 RUNNERS AND ONE LAYER OF 5l8"THICK -" - GYPSUM BOARD ON EACH SIDE. ` BSA CAL#301-GO-5M .. _ • I 1 i 1 1 1 ' ' ' 1 1 HARDWIRED SMOKE DEFECTOR AND CARBON 1 1 1 1 1 1 I 1 1 I 1 1 I 1 I 1 1 1 1 t 1 I 1 1 1 I 1 1 1 t l t 1 1 1 f 1 1 1 1 1 1 1 I t 1 1 1 I 1 I 1 I 1 �,JD O MONOXIDE DETECTING DEVICE. I 1 I I 1 I 1 I 1 1 1 I I t 1 1 1 1 1 I 1 I 1 1 t 1 1 t 1 1 t I t 1 I 1 1 I 1 1 I t 1 1 1 1 1 1 1 1 L r IL _J l__J I r L__J L__J , J L1 r_l L, rJ L, 1 1 1 1 J L L� ® 75 CFM MH EXHAUST FAN - ; I r ' (WHERE 15 REQUIRED) J L------J 1 1 1 1 1 1 1 1 1 l i 1 1 L_____—J_____J 1 1 1 1 1 1 1 1 - I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 CELLAR g __ CELLAR EXISTING DOOR fir— 1 L---------------------------------� 1 tlIi-111 I i#_-I T--I_I--II-IjII I-IIy -11I-1II--1II---jII--1lI-II-1iI--TII--1fI---T1L w-a s I1II--7!-III----I1III--1III--LI1lII---T JIII_j -A.A I 7 J L---------------------------------J L J L— ----------------------------- J L I 1 1 1 1 I I 1 1 1 1 1 1 I 1 1 .L- A NEW A --� EX 15T1 N G NEW DOOR REVISION EXISTING 5 EX15TI NG EXISTING I 10'-G" +- I 27-1" +- __I I G'0" +- 39-9 I —I(.�! i 37'-7" +- I I 37'-7" +_ GREEN DESIGN ARCHITECT BRIAN O'CONNO0 PROPOSED NORTH EAST ELEVATION PROPOSED SOUTH WEST ELEVATION 130 N. WINDHORST AVENUE SCALE 1/4'= 1'-0' SCALE 1/4'=1'-O" B ETH PAG E, NY, 11714 (516) 476-8168 Croweng@aol.com HOPE DRAFTING & EXPEDITING SVC LLC. BEATRIZ E FIRPO PROPOSED ROOF SHED EXISTING ROOF 125 CORTLAND STREET RIDGE PROPOSED ROOF SHED RIDGE COPIAGUE NY 11726 (631 )575-6254 EXISTING ROOF (917)251 -7614 NEw hopedraftingsvc@gmail.com PROPOSED ENLARGED PROPOSED ENLARGED EX15T. SUNROOM SUNROOM - NEW NEW - - - DRAWING NAME: 2ND FLOOR ' 2NDFOOR PROPOSED ELEVATIONS --�- - EXIST. EXIST. N. N. N. N. N. N. N. N. IXIST, IXfST. _ STAMP A./E. . DATE: %FtED AR�•ti 15T FLOOR _ -- _ _ _ _ _ _ _ -- _ _ - _ -- _ _ _ _ 1ST FLOOR `Q`� - - - - - - - - -- - - - - - - - - - - .A �` '4' v�. 's ..L r`. '+., .�.. .r7• ..^ .. • 7c 1 - - 1 1 I 1 1 I 1 I 1 I I •, , 1.. .� 1 I 1 I 1 1 1 I 1 1 1 I (p I 1 1 1 t 1 1 I I 1 1 t ► 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 C 1 1 1 1 1 1 I 1 1 I 1 1 I 1 1 1 t 1 t I 1 1 I 1 I 1 t 1 I 1 1 ► I 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 I 1 1 I 1 1 1 t 1 1 I 1 1 1 1 I 1 1 rJ L--, r J �—� r—j L, r-j L, I I rJ L—, L__J i I i i i i i i i I I i I I i i L------J L—T---,—J ''—T--,—J L------J L------J L—r--,-J 1 1 L------J DRAWING No: 1 1 1 1 ( 1 1 1 1 1 I 1 1 1 1 1 1 L____________________________________________J I CELA I L______________--_--_________--_--______-___-- 1 CELLAR rJ L---------------------------------------------J L� rJ L—,-----------_ rJ L� 1 1 1 I r 1 1 1 NEW EX15T1 NG EX15T1 NG DATE: PAGE No: EX15TI NG EX15TI NG NEW 05/20/2024 8 OF 10 I 7-2" +- I 15'-8" +- I 12'-0" ( I 12'-0"+- I 20'-4" +- 12'-G" +- 1 0 DOB STAMP: 34'-10"+- I I 34'-10' +- i P10P05ED NORTH WEST ELEVATION PROPIOSED SOUTH EAST ELEVATION SCALE 1/4"= 1'-0" SCALf 1/4"= 1'-0" DOB APPLICATION #: PROPERTY LOCATION: 580 JACOBS LANE PROPOSED ROOF SHED CHIMNEY SOUTHOLD, NY 11971 ShgNGLES ROOF TILE PIPE THROUGH Oi TOTAL SPAN OF ROOF RAFTERS ND: ON 15#FELT OVER 5/8'FIRE ROOF RETARDANT TREATED CONTRACTOR TO V.I.F.WALL PLYWOOD DECK 2-2x 12 RIDGE FRAMING 2X4 @ 24 O.C. 2X 10 R.R.@ I G'O.C. EX15TING ROOF PROVIDE 2X4 5TUD BETWEEN ° EX15TING 5TUD TO MAKE WALL RIDGE _ Y ° ° 1 „: . • , • 2X4 @ BEARING SILL AT NEW JOIST OF ATTACH TO SIDE OF RR OR WALL BEARING LOCATION IF NEEDED NEW SNE� CARRIAGE BOLT PER FOOT112 ROOF EXISTING WALL TO REMAIN PITCH ROOF A5 HIGH A5 P0551BLE NEW D.H. NOT TO INTERRUPT WINDOW LEDGERS. 2'2"X2'10" - SPAN TO PREVENT UPLIFT 2 NEW ROOF 5HINGLE5 ROOF TILE — —ON 15#FELT OVER 5/8'FIRE RETARDANT TREATED _ _ _ _ _ _ EXISTING WALL TO BE REMOVED EX15TING ROOF PLYWOOD DECK REMOVE 5HEATING OF EXISTING 2X10 R.R.@ 16"O.C. ROOF TO REVEAL EXISTING ROOF 3 DUSTING RAFTERS NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD BEDROOM 2 > 2ND FLOOR imam* 5TUD5 @ I G"O.C., 112'GYP. BD.,3 1/2 • • ••• • • ••• • •• •• • • •• • • • • •• •••••• • • PROP05ED ENCL05ED_� FIBER GLASS INSULATION WITH VAPOR 0 UNHEATED 5UNROOM BARRIER(R-13)BETWEEN WOOD 5TUD5 112'EXTERIOR PLYWOOD SHEATING, BUILDING EXIST. 4 PAPER AND CEDAR SHINGLE FINISHED. NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL 5HED ROOF CONNECTION TO EVICTING ROOF OR WALL 5TUD PARTITION CON515TING OF 2'X 4'WOOD UP STUDS WITH TOP AND BOTTOM WOOD EXIST. 4'THICK POURED RUNNERS AND ONE LAYER OF 5/8"THICK EXISTING OPEN EXISTING STAIR E45T• CONC,51AB ON GYPSUM FRONT PORCH ENTR X15TINVING WOOD 5TOVE 20 MIL OAPOR BARRIER 1 T F BSA CAL#301DGON5MCH SIDE. GRADE CM HARDWIRED SMOKE DETECTOR AND CARBON EXISTING — . . .. . . . . . .. . . . .. . . . .. . . . .. . . . ... . . . . . . . . . . ..... ... .. EXIST.DOOR GRADE Sp O MONOXIDE DETECTING DEVICE. FOUNDATION ELECTRIC IX15T.CE z PANEL ENTRY g 4 FAN ® (WHERE 15 REQUIRED) m EXISTING — EXIST.OPEN CELLAR A5 EXIST. EXIST. - FOUNDATION ACCESSORY USE ONLY. BAILER H.W. EXIST' Q HURRICANE ANCHORS MANUFACTURED BY GO EX15TING DOOR WASHER - SIMPSON STRONG-TIE NNEGTOR5 MODEL No.H .5 2A EX15TING OR APPROVED EQUIVALENT AT EVERY FOUNDATION WALL EXIST. CONS. SLAB RAFTER TO PLATE CONNECTION BOTH SIDES WHEN 12"POURED CONC.FOUNDATION WALL ON CELLA FTER5 DO NOT ALIGN WITH STUDS 2'WIDE BY 12'DEEP FOOTING WITH 2#5 REBARD5,3'TO BOTTOM OF FOOTING NEW DOOR 51MP50N 5TRON6-TIE CONNECTOR L."Z TO BE U5ED WHEN REVISION EXISTING EXISTING NEW RAC AL16Ns WITH STUD USE A MINIMUM OF TWO &d I NAILS THIS SIDE WITH TOTAL OF FOUR INTO RA I 71-2"+- I 1 5'-8" +- �I 1 2'-0" ( ; 0 ROOF RAF 34`-10' +- I ° DOUBLE TOP PLA GREEN DESIGN 5CALE 1/4"= I�-o" STRONG-TIE CONNECTORS MODEL No.RSP4 ARCHITECT B R I A N O'C 0 N N 0 R 5TUD PLATE TIES MANUFACTURED BY SIMPSON APPROVED EQUIVALENT AT EVERY 5TUD TO 130 N. W I N D H O R ST AV E N U E TO PLATE CONNECTION WHEN RAFTERS DO NOT ALIGN WITH STUD BETHPAGE, NY, 11714 BUILDING CROSS SECTION A-A_ ° STUDS m ib"O.G. (516) 476-8168 SCALE 1/411 = i 1-011 CrowenggDaol"com ° ° 8d NAILS INTO PLATES HOPE DRAFTING & INTO I6HTSdNAILS EXPEDITING SVC LLC. INTO 5TUDS BEATRIZ E FIRPO ROOF STRAPPING DETAIL 125 CORTLAND STREET COPIAGUE, NY, 11726 (631)575-6254 WHEN NOT ALIGNED WITH"I TER,GONNEGT KING STUDS TO TOP PLATE, 9 1 1 7)251 -761 4 SEE ROOF STRAPPING DETAIL WRAP IY4"GALS.20 6A.COIL STRAP VER TOP OF TOP PLATE t NAIL , ope raftingsvc@�gmail.com ROOF i-RAMIN6 DRAWING NAME: CRIPPLE 14" MIN. EDGE BUILDING CROSS SECTION A-A STUDS DOUBLE TOP PLATE D 11=1=ERENGE DETAILS 12 ROLLED ROOFING OVER PLLAN 15#BUILDING FELT n 1/2"CDX PLYWOOD SHEATHING PROVIDE ICE PROTECTION AT ENTIRE LOW PITCH ROOF JACK 4" ` STAMP A./E. : DATE: STUD \ \ 2"x10"R.R.@ 16"O.C.FULL LENGTH 5/8"4Pxl2" STEEL ANCHOR F-DAR _ ac /� G tl FRAMED OPENING FOR NEW WALL STUDSE3OLTS AT -O O.G. MAX. w �Gj�` 1. O.CO WINDOW OR EXTERIOR DOOR MAINTAIN 1 AIRSPACE �-- MIN EMBEDMENT OF ALUMNIUM DRIP EDGE a m4 s CONTINUOUS VINYL SEE PLAN * - SOFFIT WITH VENT ` a N m. Qk ..aL ' ..• • qTF s NOTE! �4"x2"ALUMINUM GUTTER d DRAWING NO: UPLIFT CONNECTION IS REQUIRED O.H. W/3"x2"LEADER a NO UPLIFT N>=GTORS AT EACH END OF THE HEADER AND AT -7 BOTTOM OF HEADER STUDS IN ADDITION 1x6 FACIA REQUIRED H 5 AREA TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF GRIPPLE5. - 106000 R-5 RIGID BOARD a SIDING TO BE SELECTED 4 ' I* ZZL r I b 60.STRAP TIES MANUFACTURED 13Y SIMPSON STRONG-TIE CONNECTOR ROOF DETAIL S USE SIMPSON Z-MAX OR HDG CONNECTORS 2x4 STUDS @ 16"O.C. DATE: PAGE N O: 05/20/2024. 9 OF 10 MODEL No.G516 OR APPROVED RIN&ON TH ENT. TO F INCREASE CORROSION RESISTANCE � �1 2"CDX PLYWOOD SHEATHING COVERED I ,' STRAP TO HAVE MIN.12"GEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. j U AGQ LUMBER W/TYVEK HOUSE WRAP OR APPROVED DOB STAMP: UFL I ET GONNEOTOR I�)ETA I L WATER-REPELLENT SHEATHING ANCHOR BOLT DETAIL DOB APPLICATION #: FRAMING NOTES PROPERTY LOCATION: I-AS PER SPECIFIED WITHIN THESE DOCUMENTS,ALL EXTERIOR WALLS WILL CONSTRUCTED TYPE I AS ANY HEADERS WITH BEAMS,GIRDERS,OR POSTS BEARING THEM,SHALL BE BROUGHT TO THE F RAM I N G DETAIL FOR HURRICANE TIES AND NAILING SCHEDULE SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND PAPER 550C.WOOD FRAMECONSTRURUCTION ATTENTION OF THE ARCHITECT TO DETERMINE THE APPROPIATE S1XIXE AND STRENGTH. ALL MODEL NUMBERS SPECIFIED HEREIN REFER TO 51MMN STRONG TIE PRODUCTS,EACH OF THE MANUAL SECTION 3.4.4.2. 18-STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. 8 O J A C O B S LANE CONNECTIONS SHOWN REFLECT TYPICAL CONDITIONS AND ARE ONLY APPLICABLE WHEREVER NECESSARY 2-ALL LOAD BEARING LUMBER SHALL BE OF DE51GN TIMBER STRESS-fI3+850,E= 1,600.000 P.5.1., 19-2 x 6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOIST CO. DOUGLAS FIR LARCH No.2. 20-PROVIDE(3) 1'0 VENT HOLES AROUND SKYLIGHTS. 3-ALL SHEATHING AND 50-FLOORING TO BE STRUCTURAL GRADE PLYWOOD,THICKNESSES OF EXTERIOR 2 1-INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER 5HEATING AND PERPENDICULAR TO THE ROOF J015TS ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTI NUOU5 AND AT EVERY WALL STUD SHEATHING TO BE 1/2"MIN.AND 3/4'MIN.FOR SUB-FLOORING,UNLESS OTHERWISE NOTED. TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. NOTE: 4-ALL EXTERIOR NAILING,IN EXPOSED EXTERIOR WOOD,SHALL BE ALUMINUM OR GALVANIZED. 22-BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF 7-0". S 0 U T H 0 L Df N Y 119 7 IS CONSIDERED PRESCRIPTIVE. STRAPPING 15 1 1/4'x20 GAGE 5-PROVIDE 051G BET VIIDE CRO55-BRIDGIG 8'OR SOLID BLOCKING @ -0'O.C.MAXIMUM FLOORS,CEILINGS,AND 23-ALL RISERS TO BE A MAXIMUM OF 8 1/4'AND ALL TREADS T BE A MAXIMUMOF 9'IN DEPTH WITH A NWEEN 3/4"AND 1 I/4'PROJECTION R15ERS AND TREADS SHALL NOT DEVATE MORE THAN 3/8' 6-JOIST SUPPORTING PARALLEL PARTITIONS,SPACED APART TO PERMIT THE PASSAGE OF PIPING OR DUCT THROUGHOUT THE ENTIRE RUN.MINIMUM WIDTH OF STAIRS TO BE 30. REQUIREMENTS AS PER TABLE 502.2 FOR ZONE I I b ALL NAILING MUST BE IN ACCORDANCE WORK,ARE TO BE BLOCKED AT MAXIMUM 16'INTERVALS ON BEARING PARTITIONS AND 32'INTERVALS ON WITH TABLES 3.45#IGA FROM 2001 WFCM BEARING PARTITIONS AND 32"INTERVALS ON NON BEARING PARTITIONS. 24-ALL H ND RAI AND SPIRAL DRAIILS SHALL COMPLY WITH THE NEW MUST 13 STATE RESIDENTIAL AL LLDING CODE. LEGEND: COMPONENT VALUE REQUIRED VALUE PROVIDED COMMENTS ALL PERFORMED CONNECTIONS ARE TO BE C520-6-8D 7-PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEWYOR•K STATE. WHICH ALL HANDRAILS AND GUARDRAILS SHALL RE AC AN AND MUST STEPS PROVIDE AROUND ALL SURFACES DOORS U=.35 MAX. U=.35 AS PER OWNER/CONTRACTOR NAILED IN STRICT ACCORDANCE WITH THE IN EACH CONNE ION 8-PROVIDE DOUBLE JOIST OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS,PARTITIONS,AROUND ALL RICH ARE I S"OR HIGHER ILL ADJACENT SURFACES AND FOR ALL STEPS OF 2 RJ5€O . GREATER C520-$8D OPENINGS,5KYUGHTS BATHTUBS AND APPLIANCES OR FIXTURES. 26-TERMITE SHIELDS AND SILL SEALER TO BE PROVIDE FOR ALL NEW FOUNDATION WORK WINDOWS/PATIO DOORS U=.35 MAX. U=,35 A5 PER OWNER/CONTRACTOR MANUFACTURERS SPECIFICATIONS IN EACH CONNECTION 9-MICROLAM BEAMS,DESIGNATED WITH AN'ML'OR LVL'NOTATION SHALL HAVE A MINIMUM WIDTH OF 27-NEW WORK SHALL TIE AND LAP INTO EXISTING 50 AS TO PREVENT LEAKAGE. WALLS U=.14 MAX. U=.14 PASSES HT520- 12-1 OD 13/4"PER MEMBER,WITH A MINIMUM FLEXURAL STRESS OF 2,800 P51. 28-ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. ROOF/CEILING U=.031 MAX. U=.30 PASSES IN EACH CONNECTION 10-DOUBLE BEAMS,OF STANDARD LUMBER,SHALL BE NAILED TOGETHER WITH 16D NAILS @ 16'O.C. 29-USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS. 1p AROUND PERIMETER OF BEAM,PROVIDE MIN,OF 2"CLEARANCE TO EDGES.TRIPLE BEAMS TO BE NAILED FLOORS U=.05 MAX. U=.05 WHERE APPLICABLE TOGETHER FROM BOTH SIDES.ALL OTHER BEAMS TO BE THRU BOLTED WITH RIP SAME PATTERN. 30-FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS,PIPES,VENT5,5KYLIGHT5,CHIMNEYS AND HEATED SLAB R=6.5 MIN. R=6.5 WHERE APPLICABLE ROOF VENTILATORS.FLASHING TO BE PROVIDED AT HIPS,RIDGES,VALLEYS.CHANGE OF ROOF SLOPE, I-WHERE J015T HANGER5 AND OTHER STEEL FRAME CARRIERS ARE INDICATED.CONTRACTOR TO PROVIDE EXISTING WALL TO REMAIN AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR RING NA16A5 RECOMMENDED BY THE HANGERGABLE ENDS AND N. FOUNDATION WALLS.ALL ROOF INTERSECTIONS IS HAVE FLASHING TO EXTEND 8' MANUFACTURER,TO INSURE THE APPROPIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. IN EACH DIRECTION.ALL FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED. UNHEATED SLAB R=4.5 MIN. R=4.5 WHERE APPLICABLE _ C€LLAR/BASEMENT WALLS U=.I 0 MAX. U=.OS WHERE APPLICABLE 12-PROVIDE A MIN.OR 2'CLEARANCE AROUND FIRE PLACES FOR COMBU51`I5LE FRAMING. 3 1-ALL INTERIORLEADER5 ARE TO HAVE 1/2"FOAM SOUND INSULATION. CRAWL SPACE WALLS U=.OG MAX. U=.05 WHERE APPLICABLE 13-DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN.OF 114 OF THE TOTAL LENGTH OF WALL. 32-INSULATION SHALL BE FIBERGLASS BATTS--FOIL ONE SIDE,UNLE55 OTHERWISE T THE CONTRACTOR/OWNER SHALL INSTALL EXTERIOR DOORS WITH A MAXIMUM U VAWE OF.35, DOORS: NOT PROVIDE A CO INUO CONNECTION BETWEEN RAFTERS. NOTED,THICKNESS AS SHOWN ON DRAWINGS.STAPLE PADS ON FOIL OVER FRAMING. 14-PROVIDE'C T AT ALL EXTERIOR AND BEARING WAILS AND ALL WALLS OVER 8 FEET HIGH.HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT INTERVALS NOT EXCEEDING 6-0"NO WALL STUDS MAYBE LONGER THAN I I'-2'. LOAD TABLES EXISTING WALL TO BE REMOVED UBLE FULL TUDS ONE DOOR MAYBE EXMPT FROM THIS REQUIREMENT BP.ARINOG PARTITIONS.ALL H€ADERS UNDER 33''-0`TO HAVTE SING JACK STUDS,IN EXTERIOR WALLS AND 9'-9 DOUBLE JACK LIVE LOAD DEAD LOAD WINDOWS: THE CONTRACTOR/OWNER SHALL INSTALL NEW WINDOWS AND GLAZED PATIO DOORS WITH A MAXIMUM 5TUD5,9'-0`AND OVER HAVE TRIPLE JACK STUDS. 16-ALL INTERIOR DOORS TO BE 1-3/8'HOLLOW CORE LUAN VENEERED WITH APPROPIATE HARDWARE. ROOFS 45 LBS PER SQ.FT. 20 L85 PER SQ.FT. 3 U-VALUE OF,35 AS PER ECCCNY5 SECTION 502.2.4.E CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5. UNCOVERED DECKS/BALCONIES 6o LB5 PER 5Q.IT. 20 L55 PER 5Q.FT. NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD REPLACEMENTS FOR EXISTING WINDOWS STALL HAVE A MAXIMUM U-VALUE OF.40 AS PER ECCCNY5 15-DOUBLE FULL STUDS TO BE 515TERED TO JACK STUDS AROUND OPENINGS IN EXTERIOR WALLS AND . „ BEARING PARTITIONS.ALL HEADERS UNDER 3-0'TO HAVE SINGLE JACK STUDS,UNDER 9'O'DOUBLE JACK CEILING W/0 ATTIC 10 L55 PER 5Q.FT. 15 LB5 PER 5Q.FT. STUDS 16 O.C., I/2 GYP.BD.,3 1/2 SECTION 502.2.5 AND TABLE 502.2.5. eo STUDS,9'-0`AND OVER HAVE TRIPLE JACK STUDS. CEILING WITH ATTIC 35 LB5 PER 5Q.FT. 1 S LBs PER 5Q.FT.WALLS: (WITH 25%GLAZING OR LESS) 16-ALL INTERIOR DOORS TO BE 1-3/8'HOLLOW CORE LOAN VENEERED WITH APPROPIATE HARDWARE. FLOORS 40 LB5 PER 5Q.FT. 20 LB5 PER 50.FT. FIBER GLASS INSULATION WITH VAPOR ALL WALLS TO CONSTRUCTED AS FOLLOWS:(INSIDE TO OUTSIDE) CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCKSETS.17-ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN.OF(2)2 x 8 FOR SPANS UP TO 3'-0',(2)2 x 10 STAIRS 40 LB5 PER 5Q.FT. 20 LB5 PER SQ.FT. 5HEATING, 15#BLDG.FELT OR TYVEK BLDG.WRAP,EXTERIOR FINISH A5 PER DRAWINGS BARRIER(R-i 3)BETWEEN WOOD STUDS I/2'GWB,VAPOR BARRIER,MIN.2 x 4WD.STUDS @ 16'O.C.,R-15 GATT INSULATION, i/2"PLYWD. FOR SPANS UP TO G-O',AND(2)2 x 12 FOR SPANS UP TO 8'-0'.HEADERS OVER 8'-0"IN LENGTH AS WELL RAILINGS 200 LAT AND VERT 1/2"EXTERIOR PLYWOOD 5HEATING,BUILDING TOTAL U-VALUE OF.070 AS PER TABLE 502.2.3.1(1) NAILING 5CH EDU LE 4 PAPER AND CEDAR SHINGLE FINISHED. (Uw x Aw)Ao(Ug x Ag} (,070 x 75100% 5 x 25°h) RIDE TEN51ON 5TRAP5 ROOF RAFTER TO TOP PLATE TOP PLATE TO STUD LOCATION NAIL TYPE AND SPACING LOCATION NAIL TYPE AND SPACING NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL Uo= Uo=- Uo=.14=.14:OK ROOF RAFTER TO RIDGE -16 D 015T TO SILL,TOP PLATE,OR GIRDER 4-16 D PARTITION CONSISTING OF 2 X 4 WOOD I12"GWB,VAPOR BARRIER,MIN.2 x 6 WD.5TUDS @ I G'O.C.,R 19 BATT INSULATION, 1/2'PLYWD. 'C'MAY BE OMITTED IF HT520 STRAPS ARE ROOF RAFTER TO RIDGE BEAM OR LEDGER (2)SIMPSON H8 STAGGERED W15-I ODx 1 1/2 LEDGER TO BEAM OR STUDS 3-16 D STUDS WITH TOP AND BOTTOM WOOD 5HEATING, 15#BLDG.FELT OR TYVEK BLDG.WRAP,EXTERIOR FINISH AS PER DRAWINGS CONNECTED DIRECTLY TO STUDS ROOF RAFTER TO 51DE OF STUD OR ROOF RAFTER (1)I/4x3 112 WOOD SCREWS PER FOOT OF ROOF SPAN JOIST ON LEDGER TO BEAM OR STUDS 3-16 D RUNNERS AND ONE LAYER OF 5/8"THICK TOTAL U-VALUE OF.070 AS PER TABLE 502.2.3.I(l) ROOF RAFTER OR CEILING J015T TO TOP PLATE 3-16 D BAND JOIST TO J015T 3-16 0 GYPSUM BOARD ON EACH 51DE. Uo= (Uw x Aw)+Ng x Ag) Uo= (.055 x 7596)+(.35 x 2596) Uo=.129<.14:OK COLLAR TI€AT EVERY ROOF RAFTER W/0 CJ@ EVERY RR 12-1/4x3 WOOD 5CKP85 BAND J015T TO TOP PLATE 2-16 D BSA CAL#30 I-60-5M Ao 100% C520-8-8D CEILING J015T TO ROOF RAFTER WIO CT @ EVERY RR 6-1/4x3 WOOD 5CREW5 SHEARING 15UB-FLOORING 8 D @ 12"O.C.EDGE @ 12'O.C.FIELD -OR- �. 1N EACH CONNECTION HD3W4x3 HD35/43 CEILING J015T TO CEILING J015T WO CT @ EVERY RR 6-1/4x3 WOOD 5CREW5 HEADER TO 5TUD5 4-16 D CM HARDWIRED 5MOKE DETECTOR AND CARBON 112'GWB,VAPOR BARRIER,MIN.2 x 4 WD.STUDS @ I G'O.C.,R-13 BATT INSULATION,8'CMU ' TO STUDS TO TUD TOP PLATE TO TOP PLATE 2-16 D @ 12"O.C./6'O.C.FOR LAPS BLOCKING 2-16 D D O MONOXIDE DETECTING DEVICE. TOTAL U-VALUE OF.030 AS PER TABLE 502.2.3.1(2) Uo=.06<.14:OK TOP PLATE TO TOP PLATE @ CORNERS 16 D 5HEETROCK 5 D COOLERS @ 7'O.C.EDGE @ 10"FIELD $' TOP OR BOTTOM PLATE TO STUD -16 D ANCHOR BOLTS(CRAWL5PACE OR BASEMENT)5/8"0@72'oc(I 5TY.)@36'oc(2 5TY.)@23'oc(3 STY.) ® 75 CFM MH EXHAUST FAN SKYLIGHTS: I` USE 5/8'0 THRU BOLT BOTTOM PLATE TO JOIST 16 D ANCHOR BOLTS(SLAB ON GRADE) 5/8'0@40"oc(I 10 h ZONE5)33°oc(I 20 h ZONES) mph (WHERE IS REQUIRED) THE CONTRACTOR OWNER SHALL INSTALL SKYLIGHTS WITH A MAXIMUM U VALUE OF.45 TO HD3B STUD TO STUD 16 D @ 24"O.C. ASPHALT ROOFING SHINGLES (3)12ga x 3l4'GALV.ROOFING PER SINGLE(6)PER STRIP ALL SKYLIGHT SHAFTS SHALL BE INSULATED WITH R 19 GATT INSULATION A5 PER ECCCNY5 SECTION i CORNER POST BELOW DOUBLE RR BEAMS t HEADERS 16D @ 16"O.C.AROUND PERIMETER SIDING ALUMINUM OR VINYL 8D PER STUD 502.2.(2). _ REPLACEMENTS FOR EX15TING SKYLIGHTS SHALL HAVE A MAXIMUM U-VALUE OF.50 AS PER ECCCNY5 L: FLITCH PLATE DETAIL EXISTING DOOR SECTION 502.2.5. FLOORS OVER UNHEATED 5PACE5#UNFINISHED BASEMENTS: ALL INSULATED FLOORS TO BE CONSTRUCTED A5 FOLLOWS:(INSIDE TO OUTSIDE) "= FINISHED FLOORS AS PER OWNER,3/4'PLYWD,50FLOORING,MIN.2x8 FJ,R-19 BATT INSULATION. _; (2)BEAMS+ (3)BEAMS+ (4)BEAMS+ 3)) EEL PLATES (2)STEEL PLATES WITH(2)PLATES NEW DOOR BEAMS+ 4)BEAMS+ 515TERING TO EXISTING TOTAL U-VALUE OF.05 AS PER TABLE 502.2,3.3 Uo=.05<.05:OK �- WHEN STUDS ARE PAD SIDE OF BEAM STEEL PLATE STEEL PLATE STEEL PLATE (2P ST FOR FLOOR OVER CRAWL SPACES USE,R 30 BATT INSULATION AS PER SECTION 502.2.1.3. `' ALIGNED USE CONTINUOUS STRAPS USE 5/8"0 ATR ANCHOR BOLT TO ATTACH SHEETROCK TOTAL U-VALUE OF.03 AS PER TABLE 502.2.3.3 Uo=.03<.031 :0 FROM STUD TO STUD MIN.5 1/2'EMBEDMENT SET IF REQUIRED REVISION PERIMETER INSULATION FOR HEATED SLABS: IN ACRYLIC TIE ADHESIVE SHAD.BE A POD5IYRENE RIGID INSULATION]BOARD,THE THICKNESS SHALL ALLOW A MIN.R-VALUE OF 11210 THRU BOLTS G.5 TO BE INSTALLED 24'HORJZONTALLY AND VERTICALLY A55 PER ECCCNY5 SECTION 502.2.1.4, SHAMETE A POLYSTYRENE R UNHEATED INSULATION B: WALL STUD TO BAND J 015T CORNER END WALL, AND P05T CORNER ANCHORING TO FOUNDATION WOOD PLANS FOPS SECTIONS SHALL BE A POLYSTYRENE RIGID INSULATION BOARD,THE THICKNESS SHALL ALLOW A MIN.R:VALUE OF , (SEE PLANS FOR SIZES) VARIOUS CONDITIONS SHOWN 4.5 TO BE INSTALLED 24'HORIZONTALLY AND VERTICALLY A55 PER ECCCNYS SECTION 502.2.1.4. ANCHORING FROM FLOOR TO FLOOR STEEL PLATE TO EQUAL BASEMENT WALLS: (WHEN THE FLOOR 15 NOT INSULATED) DEPTH OF ADJACENT BEAMS FOR FINISHED CELLARS i BASEMENTS ALL FURRING SHAM HAVE R-I I GATT INSULATION 2 (SEE PLANS FOR SIZES)a FLUSH MOUNTED HANGERS FOR JOISTS 16"O.C. 16"O.C. 10O.C. 16"O.C. TOTAL U-VALUE OF.08 AS PER TABLE 502.2,3.E Uo=.OS<.05:OK HW I 1 ga OR.HU 12ga WHEN HW 15 NOT AVAILABLE) GREEN DESIGN ARCHITECT B R IAN O'C O N N O R FOR DBL JOIST W/0 FLITCH PLATE N o 0 0 UNVENTED CRAWL SPACE WALLS: (WHEN THE FLOOR 15 NOT INSULATED) HD3B14x3 TO STUDS 130 N. W I N D H 0 R ST AVENUE FOR ALL CRAWL SPACES A POLYSTYRENE RIGID INSULATION BOARD WITH A MINIMUM R-VALUE OF 19 HHB OR HGLT 7ga FOR ALL OTHER BEAMS WJ 5/8'0 ATR MIN.5 1/2"EMBEDMENT _ 0 0 0 SET IN ACRYLIC TIE ADHESIVE INTO TOTAL U-VALUE OF.05 AS PER TABLE 502.2.3.5 Uo=.05<.OG:OK FOUNDATION OR 518'THRU BOLT NOTE:THE CONTRACTOR SHALL ORDER AND INSTALL ALL RIGID INSULATION AS PER MANUFACTURERS TO TOP PLATES OF FLOOR DfLOW 2 _ PAGE, NY, 11714 SPECIFICATIONS WJ 3'50 WASHER ELEVATION (516) 476-8168 INSULATED CEILINGS WITHOUT ATTIC:ALL CEILINGS TO BE CONSTRUCTED A FOLLOWS:(INSIDE/OUTSIDE) WITH SKYLIGHTS COMPRISING I%OR LESS OF THE TOTAL ROOF AREA @ Crowengaol.com ALL ROOFS TO BE CONSTRUCTED AS FOLLOWS:(INSIDE TO OUTSIDE) 1/2"GWB,CJ AS PER PLANS,R-30 BAIT INSULATION (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) HOPE DRAFTING & NOTCHING AND DRILLING DETAIL FOR WOOD FRAME MEMBERS EXPEDITING SVC LLC. TOTAL U-VALUE OF.030 AS PER TABLE 502.2.3.2 Uo=.30<.31 :OK ' WITH SKYLIGHTS COMPPJ51NG 18%OR LE55 OF THE TOTAL ROOF AZEA BEA,TRIZ E FIRPO ALL ROOFS TO BE CONSTRUCTED AS FOLLOWS:(INSIDE TO OUTSIDE) •. 1/2"GWB,CJ AS PER DRAWINGS,R-38 BAIT INSULATION LTP4 @ 12'O.C.-G-8D • • 113 OF SPAN < 113 DEPTH (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) IN EACH CONNECTION 1!3 OF SPAN 113 OF SPA 125 CO RTLAN D STREET (Ur x Ar)+NS x As) (►/.025 x 82%)+(11.45 x 18%) < I/4 DEPTH OF JOIST OF JOIST NO NOTCHES TCHES p{Z Uo= Uo= 12%) Uo= 1/33.20=.309<.31 :OK HOLES PERMITTED C 0 PIAG U E, NY, 11726 Ao CATHEDRAL CEILINGS: ALL CATHEDRAL CEILINGS TO BE CONSTRUCTED A FOLLOWS:(IN5IDETO OUTSIDE) < 1/4 DEPTH (631 )575-6254 WITH SKYLIGHTS COMPRISING I%OR LESS OF THE TOTAL ROOF AREA 0 2'MIN. OF JOIST (917)251 -7614 112eGWB,INTERIORAND/OREXTERIORRIGIDINSULATIONBOARD(S)wrmAMiN.RVAWEOF5, JOIST HANGER CONNECTIONS SILL PLATE TO BAND JOIST ANCHORING OF WALL OPENING °a PROVIDEAMIN.OF2'SErCHE5ION < I/6DEPTH • VAPOR BARRIER MIN.2x6 WD.M.R 25 GATT INSULATION, 1/2°PLYWD.5HEATING, U- p BETWEEN HOLES AND NOTCHES FROM 2' 2" J2 _ OF JOIST hoped rafitingsvc�gmaiI.com 15#BLDG.FELT,EXTERIOR FINISH A5 PER DRAWINGS. EACH07HER AND FROM THE ENDS OF IN. MI ..OR. • 1/2"GWB,VAPOR BARRIER.,MIN.2x 10 WD.RR.,R-30c GATT INSULATION, 112"PLYWD. MEMBERS. _� NOTCHES ARE NOT PERMITTED IN DRAWING NAME: THE SAME LOCATION AS HOLES 5HEATING, 15#BLDG.FELT,ROOFING AS PER DRAWINGS. OR- • 1/2"GWB,VAPOR BARRIER,MIN.2x 12 WD,RR.,R-30 BATT INSULATION, 112'PLYWD. L OR J015T DETAILS 5HEATING, 15#BLDG.FELT,ROOFING AS PER DRAWINGS. TOTAL U-VALUE OF.030 AS PER TAIL€502.2,3.2 Uo=.30<.31 :OK SKYLIGHTS COMPRISING 18%OF WITH ;LESS OF THE TOTAL ROOF AR€A 1/3 OF SPAN 1/3 OF SPAN I/3 OF SPAN . t/3 DEPTH STUD < 114 DEPTH NO NOTCHES OR OF JOIST I/2"GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(5)WITH A MIN.R-VALUE OF 13, OF J015T HOLES PERMITTED • VAPOR BARRIER,MIN.2x8 WD.RR.,R-25 BATT INSULATION, 1/2'PLYWD.5HEATING, o 15#BLDG,FELT,EXTERIOR FINISH A5 PER DRAWINGS. z < 1/44 DEPTH OR 1/2'GWB,INTERIOR ANDI OR EXTERIOR RIGID INSULATION BOARDS)WITH A MIN.R-VALUE OF 8, o 2'MIN OF JOIST • VAPOR BARRIER,MIN.2x 10 WD.RR.,R-30c BATT INSULATION, 1;2'PLYWD.5HEATING, 15#BLDG.FELT,EXTERIOR FINISH A5 PER DRAWINGS. �� PROVIDE A MIN.OF 2'SEPARATIONq'211 < 1/3 DEPTH STAMP A./E. : DATE: < I/4 DEPTH BETWEEN HOL€5 AND NOTCHES FROM OR OF STUD 1 2"1 2-1 OF J015T • I/2'GWB,VAPOR BARRIER„MIN.2x1 2 WD.RR.,R 38c GATT INSULATION, 1/2'PLYWD. C520-8-8D €ACHOTHER AND FROM THE ENDS OF I , MI . I . 5HEATING, 15#BLDG.FELT,ROOFING AS PER DRAWINGS. IN EACH CONNECTION MEMBERS. ----�""�� NOTCHES ARE NOT PERMITTED IN 5 �E ARcy, (Ur x Ar)+Ns x As) (i/.025 x 82%)+(I I.45 x 18%) Uo Uo Uo= I/33.20=.309<.3I OK THE SAME LOCATION AS HOLES ,. . THE SAME LOCATION AS HOLES AO = = 100% : " NOTCHES ARE NOT PERMITTED IN !' a m Op i. INSULATED CEILINGS WTTH ATTIC: ALL CEILINGS TO BE CONSTRUCTED A FOLLOWS:(INSIDE/OUTSIDE) :" �<2'1 IN. RAFTER/ CEILING J015T WITH SKYLIGHTS COMPRISING I%OR LE55 OF THE TOTAL ROOF AREA 1/2'GWB,INTERIOR AND/OR EXTERIDR RIGID INSULATION BOARD(5)WITH A MIN.R-VALUE OF 5, ' Of 5Tl)D :D;EiPTH • VAPOR BARRIER,MIN.2x8 WD.CJ.,R-30c BATT INSULATION, 1/2'PLYWD.5UBFLOORING, (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) PROVIDE ONE STUD ABOVE f ' T OR. HEADER IN LINE WITH ONE ?{ o 5 8'MIN. F • 1/2'GWB,VAPOR BARRIER,MIN.2x10 WD.CJ.,R-30c BATT INSULATION, 1/2'PLYWD. JACK STUD BELOW tQ �, ? <3/5 DE TOlO1B1�TUD 5UBFLOORING(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) STUDS ONLY) DRAWING No: -OR- • 1/2'GWB,VAPOR BARRIER,MIN.2x 12 WD.Cl,R-30 BATT INSULATION, 1/2'PLYWD. SUBFLOORING(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) BETWEEBffME€A MIN.OF 2'SEPARATION �, g N HOLES AND NOTCHES FROM TOTAL U-VALUE OF.030 AS PER TABLE 502.2.3.2 Uo=.030<.031 :OKI ONE STRAP PER JACK €ACHOTH€RAND FROM THE ENDS OF - 10700 STUD FOR 3'TO 9' MEMBERS. WTTH SKYLIGHTS COMPRISING 18%01;LE55 OF THE TOTAL ROOF AREA HEADERS DBL JACK PLATE O 1/2'GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(5)WITH A MIN.R-VALUE OF 13, STUDS FOR 9'OR MORE • VAPOR BARRIER,MIN.2x8 WD.CJ.,R-25 BATT INSULATION, 1/2'PLYWD.5UBFLOORING, TRFL JACK STUDS (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) DATE: PAGE N O: QR ,.; EXTERIOR AND BEARING WALLS 0 5/2 0/2 0 2 4 10 OF 10 112'GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARDdS)WITH A MIN.R-VALUE OF 8, • VAPOR BARRIER,MIN.2x 10 WD.CJ.,R-30c BATT INSULATION, 11'2"PLYWD.5UBFL00RIG, I (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) DOB STAMP: -OR- 1/2'GWB,VAPOR IARRIER,MIN.2x 12 WD.CJ„K-38c BATT INSULATION, 1/2"PLYWD. •5UBFLOORING(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) Uo=(Ur x Ar)+(U5 x A5)Uo_(1/.025 x 82 +(11.45 x 18%) Uo= 1/33.20=.0309<.031 :0 Ao 100% NOTE: HEADER UPLIFT CONNECTION ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE PRE55URE TREATED DOB APPLICATION #: TH15 PROPERTY 15 NOT LOCATED LUMBER. WITHIN ONE MILE OF THE COAST