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ra.�-vowd, k4*, N v) /I aU `fOkA+ fzd� of. y 14ddi�Ms Or A 10 0,0 ejusi anA 444 CA-y' - Passau par.+ Rd Prop 18 �eokd as ber is n. 't' �� .5j,(,.t side yavd - rr SeGaPO-� 1o� t Mr,v, iV sec, a Sa-1 f `� a P F+ vto/to fir= LARDS MARION S 256 �� - Nassau Point Road Q �et� i�March 10 , 1960 Cutchogue, NY Page 8 GRANTED permission to reduce front yard set-.- back on etbackon LQt #%50 on Map #156 , Nassau Point Club Properties , Inc0 0 . CXJ�j 4 Cnma Owk a-o a- l V SediO-n 990-1 y , S�I�f l� p t� s�3�/� j Frppw CHECK BOXES AS COMPLETED ) ( ) Tape this form to outside of file ( ) Pull ZBA copy of ND n D Q ( ) Check file boxes for p °L a C ( ) Assign next number c y , outside of file folder 0 ( ) Date stamp entire ori file number 3 v � o v4. w w w ( ) Hole punch entire ori T. � 5 5 o :2. m o cD (before sending to T.( °) 1, Q Wv n ( ) Create new index car o rn T z � W su ( ) Print contact info & t m w w Q $ a ( ) 3 co Prepare transmittal t @ o m o ' ( ) Send original applicat °o Cn Q to Town Clerk v ( ) Note inside file folde and tape to inside of o ( ) Copy County Tax Mar 3 neighbors and AG lot 0 ( ) Make 7 copies and p ( ) Do mailing label N N I Pru 0)P,, BOARD MEMBERS ®f S® 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,Capital One Bank Gerard P.Goehringer �® a® 54375 Main Road(at Youngs Avenue) Nicholas Planamento ���®� ��v Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVED -t P& T Ly amyl FINDINGS,DELIBERATIONS AND DETERMINATION rE B — 6 2018 MEETING OF FEBRUARY 1,2018 0 ZBA FILE# 7122 Bout Id Town Clerk NAME OF APPLICANT: Kathryn Farrand PROPERTY LOCATION: 4800 Nassau Point Road, Cutchogue,NY SCTM No. 1000-I I L-8-12.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 21, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The property is a conforming 46,045 square foot parcel located in an R-40 Zoning District. The property runs 96.67 feet along the easterly property line fronting Nassau Point Road, 293.03 feet along the northerly property line fronting Carrington Road, which the survey labels as "not open", 113.91 feet along the westerly property line, and 302.80 feet along the southerly property line. The property is improved with a two story frame single family dwelling with an attached garage, an attached wood deck and an accessory swimming pool as shown on a survey prepared by John T. Metzger LLS, last dated September 27, 2017. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article IV Section 280-18; and the Building Inspector's September 19, 2017, Amended October 10, 2017 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling and to construct a new accessory garage, at; 1) single family dwelling, having two front yards, measures less than the code required minimum front yard setback of 50 feet, 2) accessory garage located in other than the code required rear yard; at: 4800 Nassau Point Road, Cutchogue,NY. SCTM# 1000-111-8-12.1. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to the existing house that will result in a front yard setback of 40.5 feet from Nassau Point Road and 18 feet from Carrington Road where code requires a 50 foot setback. The proposed construction will result in the garage, for which a building permit was issued, being in a non-conforming side yard location where code requires the garage be placed in a rear yard. Page 2, February 1,2018 #7122,Farrand SCTM No. 1000-111-8-12.1 ADDITIONAL INFORMATION: Carrington Road is a legal road on the tax map and survey; however, the land was not cleared and the road was not built. The ZBA has previously granted Appeal #256 dated March 10, 1960 for this property to allow for a reduced front yard setback from Carrington Road, and again granted Appeal# 6564 for a front yard setback of 20 feet from Carrington Road, and a front yard setback of 45 feet from Nassau Point Road. In 2012, the current parcel was created as the result of two combined smaller parcels (previously known as 11-8-11 & 11-8-12)merging. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 18, 2018 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 variances will not produce an undesirable change in the character of the neighborhood or'a detriment to nearby properties. The neighborhood consists of single family homes. The front yard setback for Carrington Road that is proposed will result in two feet less than what already exists. Carrington Road is a "paper road" and has not been opened and there are no plans to improve it. The decreased front yard setback for an entry porch which will remain open to the weather. Since the property has increased in size and width when it was recreated in 2012, (the merging of two smaller lots) the accessory garage appears to be in the subject rear yard and the slope of the property in the side yard would seem reasonable and appropriate. A building permit for the accessory garage was issued in July of 2017; before the applicant proposed an addition to the dwelling. Consequently, by adding to the dwelling, the location of the accessory garage will be in the side yard. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The existing structure has non-conforming front yard setbacks from Carrington Road and Nassau Point Road. The proposed non-conforming 40 foot setback accommodates a concrete porch which will remain open to the sky. The garage was built in a conforming rear yard following the issuance of a building permit. However, the new addition to the subject dwelling placed part of the accessory garage in a side yard,thus requiring a variance. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 10% relief from the code for the setback from Nassau Point Road, 60% relief from the code for the setback from Carrington Road and 100% relief from the code for garage's non-conforming side yard location. However, Carrington Road is not open and is wooded,the non-conforming setback from Nassau Point Road accommodates a concrete covered porch that is less than 1/4 of the width of the front elevation of the dwelling, and the now as built additions and alterations to the single family dwelling placed the garage partially in the side yard. Additionally, the accessory garage appears to be in the rear yard and is located on a flat area of the subject property. Moving it entirely into the rear yard would require building into a slope and the construction of retaining walls. 4. Town Law V67-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 &267-b(3)(b)(Q. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to a single family dwelling, and an accessory garage Page 3,February 1,2018 #7122, Farrand SCTM No. 1000-111-8-12.1 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 Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the architectural plans prepared by the TEHN Design Group, LLC (unsigned and unsealed) dated August 24, 2017 and survey prepared by John T Metzger LLS, last dated September 27, 2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The front concrete porch shall remain open to the weather and not be enclosed by screens or conditioned space. 2) Prior to the issuance of a building permit for additions and alteration to the single family dwelling, the applicant shall submit stamped and signed architectural drawings to the Zoning Board of Appeals. 3) The "as-built" retaining wall/foundation supporting the driveway shall be amended to include safety measures to ensure the safety of people and vehicles on site. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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. 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. Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento, and Dantes(Member Acampora and Membe ehringer were absent). This Resolution was duly adopted(3-0) Les fie Kanes Weisman, Chairperson Approved for filing )--, / _,� /2018 SURVEY OF PROPERTY AT NASSAU POINT PKOP05ED SEPT I G 5Y5TEM TOWN OF SO UTHOLD 4 �E�ROOM HouSE SUFFOLK COUNTY, N. Y. 1000-111-08-121 1-PKECA5T 1000 GALLON SEPT I G TANK SCALE: 1'---300 2-LEACHING POOL5 0 X 6' DEEP �Z JANUARY 12, 2012 v� WITH 3' 5AND COLLAR 3' MIN. AE50VE J JUNE 15, 2012 (PROPOSED SEPTIC SYSTEM) GROUND WATER NOVEMBER 2, 2012 (PROPOSED ADDITIONS) NOVEMBER 8, 2012 (REVISED PROPOSED PORCH) MAY 7, 2014 (FINAL SURVEY) APRIL 19, 2017 """'"8Nn-�O� JUNE 15, 2017 (PROPOSED GARAGE) - bill y JUNE 26, 2017 (PROP. CONTOURS & ELEVATIONS) SEPT. 11, 2017, (PROP. HOUSE ADD/TIONS) SEPT. 27, 2017, (PROP. HOUSE REWSIONS) �G -00- o �0 j1 g F - 263 O " �4 ` t \v b-1 - c" c 10 Ira , tom" , o S ul W 11 etto of �i `� j�� ` }X'�> P a O -70NING BOA.R �k:P \� � c`r�2�J, 6Orf-ro960 ti Ls O�APP�ti j ' o - '�r:_- "� RAIN RUNOFF CONTAINMENT z �� " /�r1� A o o /1 °ti a Z PROP05ED HOUSE + ADD I T I ONS = 3579 5Q.FT. aVF h' --'' , cO 03579 X 1 X 0.17 z 6084 GU.FT /3 n., � t ,epi ` G 6064/42.2 = 14.4 VF A\` 4 60 t(Nb OOR O lk Tn /-- ISO _ pc\s - f � of O PROVIDE (2) DRY WELL5 64 X 6' DEEP VO- �-/ LO _ '�� __ - •.-�,%0"` x POa ds OR EQUA!_ Fo - _'_-� tdd ._. _ C CONNECT WITH GUTTERS + LEADERS / 5��p5 \ /•� — — EX\st\tib molvo EX\gt\N6? t 66 w �°`'" P� w,°� 68 ^til s �° &AKAGE KA I N RUNOFF GONTA I NMENT I �� 7 0 70 �,v�W 10 � �N a• bZ.a ate PROPOSED GARAGE + DRIVEWAY �°"° v� PROPOSED G sARAGE = 594 5Q.FT. Porgy GE /�©o%3 PROP 1200 '\ Pore 7QoAD 591 X 1 X 0.17 = 101 GU.FT. yew LOT 49 �� o } w\RE ��F 620",\ 922/22.3 = 4.5 VF N 710 0 P� -� 302.gp PROVIDE (1) OR EQUAL RY WELL5 8,� X 5' DEEP �\ . ao X �6 0 - t^w� w�-\- DRY WELL CONNECT TO GARAGE WITH GUTTERS + LEADERS J Da 7- w x\ PROPOSED DRIVEWAY 2943 5Q.FT. g z _ lEl- 57836 2p"W LOT 148 C �fA�R) -- 2`143 X 0.1 X 0.17 = 501 GU.FT. c Sx o LUNG 1N)TM p FINAL MAP 501/42.2 11.9 VF n _ o. �a`_fa (D PROVIDE (1) DRY WELLS 8'� X 12' DEEP REVIEWED BY ZBA OK EQUAL SEE DECISION # - WITH GRATE o DATED c 1 1 IAoI J a =MONUMENT -KEe STAKE SET TEST HOLE DATA x``�� BY McDONALD GEOSCIENCE ELEVATIONS ARE REFERENCED TO N.A.V.D. ! 1/11/12 CERTIFIED TOSY , 1� KATHRYN FARKAND PROPOSED NEW CONTOUR OW"" SILTY SAM SM STEWART TITLE INSURANCE GOMPAN �,�-�'�;,a ,_� � • LOT NUMf5ER5 REFER TO "AMENDED MAP A OF NASSAU -- ADVOCATE5 A85TKACT (ADA-03097- POINT, OWNED DY NASSAU POINT CLUD PROPERTIES, INC" FILED IN THE SUFFOLK COUNTY CLEKK'5 OFFICE ' a 0, PROPO5ED ELEVATION �O 9 ON AUGUST 16, 1922 A5 FILE NO. 156. PALE BROW ME to MEauM SAND SP LIC NO. 49618 ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A VIOLATION PECON CL �R05f' .C. OF 5EGTION 7209OF THE NEW YORK 5TATE EDUCATION LAW. �r (631) 650 (631) 765-1797 EXCEPT AS PER %GTION 7209-SUBDIVI5I0N 2 ALL GERTIFIGATIONS AREA-46�0''N SO. FT. BOX 9 ARE 09 FMON E VALID FOR THIS MAP AND COPIE5 THEREOF ONLY IF 5AID 5 OK C IE/pPE�/�R5 F•E Ep1�55M � OF � ��� TO TIE LINES SOUTHOLD, N.Y. 11971 STREET 07-132 ■ r rw_4 , xOPOQE i ALT FNAtIONo TOM 0% loommk*& - A p RA D Ou Aoi uu CUTCHOGUE , NEW YORK 11935 w CLw 0 LL. ■ W � U Q ■ Q Z rm% All I N A QO # DESCRIPTION : J w �05/ m 0 1 TITLE SHEET w w 2 FOUNDATION P ENCLO D PORCH 0 / 3 ' �j NEW STEMS 0 0 co 00 003 FIRST F PLAN oLD GENERAL NOTE: / p�M I? ` W 0I °' THE PROPOSED DWELLING HAS BEEN DESIGNED 4 SECOND FLOOR PLAN _ ` � N N TO BE IN CONFORMANCE WITH THE 2015 6`L° 21 POOL ` SEAL RESIDENTIAL CODE OF NEW YORK. / �� ` ED 5 ROOF DIAGRAM -� IA.K.. TFcyi� MECHANICAL NOTE: / `` ti THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF NY. STATE, CHAPTERS 12 / 1 -;- NEW TWO STORY 46.2 oo * � �- ; 6 EXISTING FLOOR PLANS Y THROUGH 24. _ ADDITION \ �,, � � THE PLUMBING CODE OF NY. STATE CHAPTERS 25 THROUGH 32. THE ELECTRICAL CODE OF ', cc?r. NY. STATE, 7 ELEVATIONS 1'7--ALIGN NEW GARAGE , 9TF 0 29 4 EW yob CHAPTERS 33 THROUGH 42. W/ FEAR ADDITION o Q NEW GARAGE ELECTRICAL NOTE. ELEVATIONS ELECTRICAL WORK WILL COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE 2015 SEPARATE APPLICATION CHAPTER 33 THROUGH 42 I 9SECTION & DETAILS 24� -.4- 00 _ � r-- r-- ENERGY NOTE: 1 10 SECTION & DETAILS - - to N0 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 24 - - - W - - 3028, N o°°lo JUDGEMENT, THESE PLANS AND / OR SPECIFICATIONS ARE IN z 1 - COMPLIANCE WITH DETAILS & RISER DIA o ` _ - _ M (0 (0 THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE. _ " — °' DHW AND AIR CONDITIONING SYSTEMS MUST MEET OR 12 DETAILS _ EXCEED THE SPECIFICATIONS CALLED OUT ON.THE ENERGY STAR COMPLIANCE CERTIFICATE 13 NOTES & DETAILS z '— S78° 36' 20 W FEB I 0NING BOARD OF APPY;v, 0 w = z � Z 14 NOTES & DETAILS Q - EE �- NW Zco Q0V) � 15 NOTES & DETAILS Z = Ljw 0 P.' U N Z � J PROPOSED OVERALL PLOT PLAN NOTE: NOTE: 1/4"=1'-0" TO THE BEST OF MY KNOWLEDGE,BELIEF AND THIS PROJECT SHALL COMPLY WITH THE NOTE: PROFESSIONAL JUDGEMENT,THESE PLANS AND/ MECHANICAL CODE OF NY.STATE, ZONING ANALYSIS OR SPECIFICATIONS ARE IN COMPLIANCE WITH CHAPTERS 12 THROUGH 24. 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE. THE PLUMBING CODE OF NY.STATE, ISSUE REQUIRED/PERMITTED EXISTING PROPOSED z U lt- BE VARIFIED IN THE FIELD BY THE CONTRACTOR, CHAPTERS 25 THROUGH 32. 0 � p O AND RECEIVED DISCREPANCIES SHALL BE THE ELECTRICAL CODE OF NY.STATE, LOT SIZE 40,000.00 S.F. 48,573.00 S.F. 48,573.00 S.F. (NO CHANGE) -JJ z 0 CHAPTERS 33 THROUGH 42 o IMMEDIATELY REPORTED TO THE ARCHITECT. . MAX.BUILDING HEIGHT 35' 24' 29'-10' 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARYNOTE MIN.FRONT YARD 30' 47' 44.5' Q FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK SIDE YARD MIN, 5.5' 20.3 15.58' U W SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. � ^ 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. ' o-- Lv o DHW AND AIR CONDITIONING SYSTEMS SIDE YARD AGG. 16,2$ 130.3 10$.2$ or_ II 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. MUST MEET OR EXCEED THE SPECIFICATIONS �� O � z AND PERMIT SECURED FROM THE CITY OF NEW YORK DEPT.OF 3.FIXTURES TO BE PROPERLY VENTED. CALLED OUT ON THE ENERGY STAR MIN.REAR YARD 30-0 199.$ 184 � Lf) CD Q BUILDINGS. COMPLIANCE CERTIFICATE LOT COVERAGE 20% 4% 9% W 0 DWELLING=1,728 S.F. DWELLING=3,$52 SQUARE FEET [FINAL P w CLIMATIC A N D GEOGRAPHIC DESIGN CRITERIA SHED=164 S.F. PATIO=108 SQUARE FEET v ~ z w z \ COVERED PORCH=64 SQUARE FEET REVIEWED BY ZBA o 3 w O � = W N [REFER TO TABLE R301.2(1)OF THE RESIDENTIAL CODE OF NEW YORK STATE] SHED=164 SQUARE FEET SEE DECISION # __7ZL � w w QI\ WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN GARAGE=594 SQUARE FEET 0- z " ¢ ~ ° DO GROUND DESIGN UNDERLAYMENT FREEZING ANNUAL TOTAL 4,482 SQUARE FEET DWG NO d TOPOG BORNE-BORNE CATEGORY FROST LINE DESIGN HAZARD TEMP SNOW LOAD SPEED RAPHIC DEBRIS WEATHERING,, DEPTH TERMITE TEMP REQUIRED INDEX MPH EFFECTS k 1 MILEB 3 FEET MODERATE 15° YES CONTACT 599 510 20 PSF 130vu1t NO FROM THE SEVERE COAST BOF TO HEAVY BLDG DEPT 1 73'-0" NOTE! 31'-5" 7'-10" 3'-°" 14'-7" 3'-°° THIS PROJECT IS IN THE WIND BORNE 10'-o" 10'-4" 7'-1" 4'-0" DEBRIS AREA. • $n o CONCRETE WALL w w CONCRETE STOOP C NCRETE STOP 3135/8 39"X 1/4"PLATE WASHER io ih 2"z6"SILL PLATE HD 8"X 16"VENT HD • d d d°, d ° C d d d�' d CONCRETE WALL • III III ( a n Lu � � rn m o c� > DROP JOR in 36"BEI � Q U-1 M FRHOLD-DOWN ANCHOR ° ° x " 5/8"X12"ATR ANCHOR MIN. (n = (n - O 5.5"EMBEDMENT SET IN Q (o000III 00 0 d H 8"X 16"VENT HD 0 oo 0 III X -' ° • ACRYLIC TIE ADHESIVE(AT) w N CONCRETE STOOP 4 8"x 16"C.M.U.PIER WI rl X -1 OJ iii AREA OF EXISTING c 24"x 24"x 12"FOOTING d cn • N I L (�I LL iii FOUNDATION TO BE UNDER-PINNED (TYP) r- -� III SEE DETAILS ON SHEET 11 HD I I 3-2"X 10"WOOD GIRDER ° s"x 1s"VENT HD a i' III -Z O - d d . A -- - CTG-WOUD-IG - - -------------- 9 ° M RIM JOIST - d 01 r----� Y --III J LL I L-- �24"X 24CX 12"FOOTING 7" 5" W — 10"WOOD GIRDER I I 3-2"X 10"WO D _ 1 ROUGH-UP FACE OF EXIST: G (n (TYP.) `; z 0- 3-2"X I_—_—_---- FOUINDATION WALL AND OTING 0 ^ °^^ (n w n I I i i i 1 i i TO RECIEVE NEW FOUND 10 ° I- 10 0 � 1-0 31-911 �O N L J i i i i l I I SYSTEM.(TYPICAL) ° (o O x �` ° 8"x 16"C. .U.PIER W/ I I I I I r --Z Z Z -- N °0 H 24"X 24"X 2"FOOTING I I I I I I I PROVIDE#6 STEEL DEFORMED REBAR O0 FOUNDATION AN C H O RAGE DETAIL W O d (TYP.) I I I I I I I I „ „ „ O 8"x 16"C.M.U.PIER W/ _ I I I I I DOWELS 16 LONG.8 INTO NEW&8 INTO 000 24"x 24"X 12"FOOTING coo Q o o i i i ii I I 10'-1" I EXISTING FOUNDATION @ 16"O.C.VERTICALLY x ILL 40'-11" (TYP.) N J PLAN VIEW z (n (n I I I u I I SET IN EPDXY. i; > O O 1 1 1 11 I 1 : r----� r----� r- --� (AS PER WFCM 2001 TABLE 3.2B) a z io 2-111, -I " ( I " " Iff I " " I " " 0 n „ O I I I II I -- - - 3-2 X 10' WOOD GIRDER I I 3-2 X 10 WOOD GIR ERII 3-2 X 10 WOOD GIRDEF�- I 3-2 X 10 WOOD GIRD R ANCHOR BOLT @ 39 O.C.FOR 1-3 STORIES W U A X _ b� _ I IDR IP F I O� 1 --------------- I - ------------- --------------i --I------------ q n ANCHOR BOLT @ 32"O.C.FOR 1-3 STORY �3 O O O O i j36" EL I- I 8"x 16"C.M.U.PIER W/ I I HEET 9 X O X � 1 I N EXISTING L----J 24"X 24"X 12"FOOTING L---.J L----J O (n (TYP.) SHEET 9 z LL 91-81, N LL I I I I I J i � c U ROUGH-UP FACE OF ISTING 1.MIN,7"EMBEDMENT INTO CONCRETE - I I I I w I w _° c~n 10'-2 " 10'-2" 10'-2�" 10'2" FOUNDATION WALL ND FOOTI W/3"SQUARE WASHERS AND END NUT SETUPIV w 8"x 16"C.M.U.PIER W/ IL_i- I I II CRAWL SPACE a. 24"X 24"x 12' FOOTING I I I I � I U TO RELIEVE NEW FOU DATION 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR � (TYP.) i U Q i U Q � iv a SYSTEM. PICAL OR REPLACED BY HOLD DOWNS FOR SHEARWALLS m O r- --, 0 PROPOSED o ' " 3-2"X 10"WOOD GIRDER I I 3-2"X 10"WOOD GIRD - � 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6 MIN. _—_—_—_—_—_ 4. — I_—_—_—_—_—_—_ i 000 000 PROVIDE#6 STEEL D FORMED REBAR TO 12 MAX.FROM ENDS OR CORNERS O O I I I - I X J (n X J ° DOWELS 16"LONG.8 INTO NEW&8"INTO 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. L----J I N L- CRAWL SPACE z � N LL n O O EXISTING FOUNDATIO @ 16 O.C.VERT: ALLY ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY ? j 9,-8„ I i CRAWL J ® SET IN EPDXY. ACCESS Qw HD DETAIL "B" - - I °• a .a..° o o � I ANCHOR BOLT SPECIFICATION N.T.S. 00 m o PROPOSED - o I o � o , I io - io _ I I W _j z .- r- I AREA OF EXISTING � a CRAWL SPACE o o ; I Ln co cn SEE DETAFOUNDATILS ON SH UNDER PINNED EXISTING z (o CONSTRUCTION NOTES: w N N o ifl •••d _ � a� _ � I I SEE DETAILS ON SHEET 11 C7 � O > cj� o0Q Q F_ d ° I N LL N I i z 1116 U)(n (n (n CRAWL SPACE X 00 O DOWELING BETWEEN NEW&EXISTING FOUNDATIONS,PROVIDE d I I o o o H w X ® 5/8"DIA. EPDXY COATED DOWELS,14"LONG W/7"MIN. � - N w EMBEDMENT,SPACED 16"VERT.FILL GAPS W/HIGH STRENGTH SEAL II N � ,� FOz- - � EPDXY MORTAR(TYPICAL FOR 4 PLACES) \���N K SRC 3-2"X 10"WOOD GIR ER 3-2"X 10 WOOD GIRD _ I� = O EXISTING CRAWL SPACE U, = Q N (n = O N �� ��� � I I_ ----------- --i 1 ------------ I )1151 ooO W 00 O IX 00OL-- —J I N LJL N LL N LLL ® .rp 8"x 16"C. .U.PIER W/ I �I 24"X 24"X 2"FOOTING (TYP.) 336"BEL 0 I 15'-4" 6'-10" 16'-10" o � o EXISTING NOTES: 9T �?s a yoe Z ° ion �o � i 12x8 @16 oc ^ FBF NEW w (. r- I NEW 4"STEEL COLUM W/ NEW 4"STEEL COLUMN W/ > O O FLOOR JOISTS 24"X 24"X 12"FOOTING 24"X 24"X 12"FOOTING 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER `O I (TYP.) --1 --(TYP.) — - -- WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE X O O O O : :EXISTING GIRDER I I I ( EXISTING GI ER I —_—_ DRAWINGS.ALL TRENCHES FOR FOOTINGS FOUNDATIONS ETC.SHALL 00 Q Q I — -------- -------- -r— ---- - -- — ---- -0-------- X J X -� I I EX.PIER EX.PIER I I ------- I 1 I I I E).COL. Ex.COL. IEx.COL. HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. � d N 11_ N U_ I 1 L----J ------- III L----J -III 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT EXISTING CELLAR EXISTING CRAWL SPACE MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE m FOOT WITH A MINIMUM OF 3-0 COVER. a ' r—EGI -o —r—/ : EXISTING CRAWL SPACE --- ---��� 3. ALL CONCRETE SHALL BE 3,500P.S.1. rj o — 00 3-2"X 10"WOOD GIRDER II 3-2'X - - IG- - I I % I I--------- - I --- - 1 i I ___ ___iii 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE N 00 Y L----i I I I I I I I iii CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE `� w 9'-8" 9'-8" i i i I I i (n --- --- I (n (n SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL �� N _ 0 III " Q �1 z/, i1 1 I ° U) ROUGH-UP FACE OF EXISTING ----- ---_1 1 i ° � ° U) 4_° TO BE FREE OF WOOD,TRASH,ETC. f �� M r� o o i i i II : 'O (DO FOUNDATION WALL AND FOOTING ___ _ III O ° O O O 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS -. F�' I M ca ca ---111 Z M i� Z (j� cf) II I 1 F= TO RECIEVE NEW FOUNDATION III H of F rY BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED �d{�r ,114,4, O O I I I ,I I Iu = O --- ----III (n = O (n = O WITH AN ELASTIC COAL TAR BASE SELF PRIMING BITUMINOUS �'lr I I I I I cop SYSTEM.(TYPICAL) a III X 00 O X 00 O w X --- ---�I I x J w X J PLASTIC CEMENT. tir Y 0 0 0 0 I I 1 I N LL PROVIDE#6 STEEL DEFORMED REBAR III w N LL N LL HD O Q I I I I I I rEXIST 17 OWELS 16"LONG.8"INTO NEW&8"INTO --- ---III EXISTING 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. S p Q O X u_ X LL i i 11 i I I I ING FOUNDATION @ 16"D.C.VERTICALLY III 2"x 8"@ 16"oC 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( ON N i I 11 I 1ET IN EPDXY. FLOOR JOISTS PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE'9 7 H _ L_s-J I III (n z 3 O W �- - L III Lt THAN 7 PERCENT. - w = z o --- --- -- --- --- --- -- --- --- +�� I iii CRAWL LD O o 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. D- Z w HD I III ACCESS Q LL CONCRETE STOOP in Q w Z N NE IND NEW INDO Q C7 V) � (n ° INDICATES LOCATION OF SHEAR WALL HOLD-DOWN z O = L— — — --- -- --- --- --- -- --- --- --- -- ---- o (j 14'-8" BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 1i m t,_i W O PROPOSED ,�, (TO BE INSTALLED AS PER N.Y.S.CODE) FINAL �A�� p U � Z AREA OF EXISTING _ ALL FASTENERS SHALL BE INSTALLED WITH STRICT f^1 1111 FOUNDATION OBE UNDER PINNED N ° CRAWL SPACE d w ACCORDANCEW/MANUFACTURER SPECIFICATIONS REVIEWED BY ZBA SEE DETAILS N SHEET 11 ° X _J w ° m HOLDDOWN CONNECTION NOTE EE DECISION ## �Z a HOLDDOWNS SHOWN ON FOUNDATION C PLAN ARE CONNECTING FOUNDATION ATE D� " SHEET 10 SHEET 10 TO FIRST FLOOR 4-0 16-0 NOTE HOLDDOWNS SHOWN ON FIRST FLOOR Z U COVERED PORCH PLAN ARE CONNECTING FIRST FLOOR -J p O w ALL LUMBER THAT COMES IN CONTACT WITH TO SECOND FLOOR _l m o O CONCRETE STOOP O CONCRETE SHALL BE A.C.Q.LUMBER. Q O cn 20'-0" W NOTE! Q z � 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND W o .- EXISTING MASONRY WALL TO BE 0 o z II POSTS ABOVE. UNDERPINNED TO MATCH NEW FOUNDATION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIRWELL OPENING.(PROVIDE METAL JTS. ~ 16'-0" ELEVATION. SEE DETAILS THIS SHEET HANGERS AS REQ'D) � � < \ DOUBLE ROOF RAFTERS AND TRIMMERS AROUND O W U `- ' NEW CONSTRUCTION SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) }- Q 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS ~ ------------- — L.V.L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO w Ld Z � Z d- PROPOSED FOUNDATION PLA _______________ TO BE REMOVED FOUNDATION,FTG'S,AND OTHER STRUCTURAL ° w W OO 0 w � N 1/4" T-0" GIRDERS OR HEADERS AS NECESSARY. a Z a of 00 EXIST'G STRUCTURE 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY DWG NO SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED LEGEND PORCH'S. (ETC) n d L/ 15 i 731-011 NOTE! i 31'5" 7'_10" 3'_0" 14'4" 3'_0^ THIS PROJECT IS IN THE WIND BORNE i 10'-0" 10'-4" 017'-1" 4'-0" DEBRIS AREA. I i 15'-8" 8' 6-2j' 5'-11" 1 ,_2j„ 1T-4i„ 6, „ NOTE: LU 3. 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE c WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK NEW 8080 SLIDING GLASS DOOR _ _, CXW15 CASM'T H -1 STATE. 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN Q i I 2-1 3/4"x 11 7!8"LVL HEADER Q 1 1 2-2"X 2"HEADER i a ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY I 1 a 1 3 WITH SECTION R308. w cc�j a i . 0 1 a, 0 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION u I O � _ I 1 O _ m R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. _'W 1 1 I I LU q uoi i 1 10'-9" _ - I i w`" `D w 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE Qwl I 1 wl ILu "X6" 00 v>1 r W 00 cn I `- W 1 z P Sr WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE rrte�`� CXW145 CXW145 CXW145 CXW145 HD 4"X6" I V O I 1 BATH L/ O 1 I o H TEMPERED GL TEMPERED GL TEMPERED GL TEMPERED POST INSTALLED IN ACCORDANCE WITH SECTION R703.4 U7 - 1 � I I 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE I o o� I I k� G� F p i I I I I _° I I I I �^�O 3-1 3/4"x 11 7/8"LVL C TINUOUS HEADIER o �A�+��F WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK I _ l i p F- I 1 G� �� ��4 BENC SEAT °l P� S o STATE. 1 = TO FOUNDATION �ti L_ J 110 - COLUMN DOWN L_ _J _J �� + �� -- --- -----�� �o °� 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN v' p NEW 4"STEEL ~ 6068 FRE H DOORS P" 6" LJpJ �/ 69 �� GsyPOST 2-CXW135 CASM'T HD 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN -----1 II J O r 1 11 /8" LVL HEA R _ —_ i� J, �` F ACCORDANCE WITH SECTION R320 H 1 j LL s 2-13/4"x 11 7/8"LVL HE ER 2-1 314° HEADER 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE -------- I I ° o v I I SO TO FOUNDATION w \ / I ------J L _--JI1 ° III I \ KITC EN / i WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. w ------------------------I ----------- COLUMN DOWN \ / I 2-2"xx 12"W/2-3/4" STL PL. FLUSH HEA NEW 4"STEEL m I \ / I I CID I P - 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE j OPEN T ABOVE WITH SECTION RM1502 NEW 4"STEEL N W 'ST EL COLUMN DOWN c Lu N TI I I I \ / I I i i 10.IN ALL FRAMED WALLS,FLOORS AND ROORCEILINGS COMPRISING ELEMENTS uO N of FOUNDATION T F UN ATI N I Q \\ o // I I 1 1 J OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL p w o U I U I \\ /~ I U i i a BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE Z FLOOR JOISTS @ 16" O.C. i = O LU ,�� O w o I 28'_ \\ / I' 12'-5" w I i a WITH SECTION R318 Q a o N I . _ - - 11-5 - - 11 7/8" TJI 560 SERIES I X r W , r W \ W ia� j x = I I N O O o F- / \ I ♦- V O 1 1 I w- a A I / \ cn N M U) � o U 0 I ° KITCHEN `� °I� A o HEET 9 N uI I O �, I I O� !- I , �`\ I' O f- i i SHEET 9 C7 Ix � 00 ii � 00 0 / \ I °O � � I i i o w II / \ J p I pp r I I p0 LJL I I O r I I I J DI ING R OM J I ' / \ 1 I w I / KITCHEN ISLAND \ l i I I I ~ / DOUBLE FLOOR J ISS DER WALL ABOVE F_ I I NEW 4"STEL ________ — __________ NEW 4"STEEL I L -J WINDOW & DOOR SCHEDULE 1ST FLOOR COLUMN D WN „ � COLUMN DOWN I --; GREAT ROOM I I FLOOR JOISTS 16 O.C. I ? j I I TO FOUND ION @ TO FOUNDATION I I „ I I 11 7/8" TJI 560 SERIES „ „ HD cn V) I 11'-0"CEILING HEIGHT 3-2"x 12 /2-5/8"ST� IPL_FLUSH HEADER_ ___ ______ _______ _ ______-_____ _____ _____ _ ___ _ 3-2 x 12 W/2-5/8' STL PL. FLUSH EADE (/) N _______________ WINDOW QUANTITY ROUGH OPENING CLEAR OPEN -- — — -- - -- ---- -- ------ -------------------- – – =-=--=� -------- -------- --- ------- 3-2"x 2"W/2- /8"STL PL. FLUER --r�� ----------i i------------------- I w II �/ I I NEW DECO COLUMN I I U I \. \` I NEW DECO COLUMNI I CXW15 10 3-0112"X 5-0 3/8" 301/8"X 55" EGRESS I ° 11 NEW g STEEL I I ENCLOSURE I I I ENCLOSUREI I NEW 4"STEEL cn 00 00 l a COWMN DOW I I I I 1 ;`\ COLUMN DOWN__ CXW145 6 T-0 112"X 4'-5 318 301/8"X 47" EGRESS I ii= II OU i I L--_________L� J -'_ I �L-== TO FOUNDAT p L--- 9 w F ° I I --------- ---- ---------- �� I -- ,- ,- _ I I I ¢ I I CXW16 7 3 01/2 X 6 0 318" 301/8"X 55" EGRESS U) 00 0 `n o I = I I U U U \���� i\\ i�/ o � CW15 2 2'-4 718"X 5'-0 3/8" 30118"X 55" w I I I w � ^ " " o f \ o N N I z FLOOR JOISTS @ 16" O.C. I 1 18-10 cn 20-8 cn 12-9 w aq + q U CXW135 2 T-01/2"X 3'-5 3/8" 301/8"X 55" 1 i 11 7/8" TJI 560 SERIES I I io co io E =1 Lu W LU x 1 @c3 \/ T U) 41N ° SEAL o > -- 19'8" I\�\—J I li i H o o ''" � o '�, v °o / `�° �E D q RC N Q �JI I U) U) _, r; U) F--1 �� �� 8080 FRENCH DR 1 T-11 112"X 8'-0" 299/16"X849/32" EGRESS W/TRANSOM ABOVE LIL. I U' O ~ (� O ~ r �, O H II I I I 7 F ------------ I Z oo Z aD n II B l�'TLI R I � 6068 FRENCH DR 1 AS PER MANUFA TURER <c, �1 ti ----� Z 22 n I 0 2-3068 ENTRY 1 AS PER MANUFACTURER o r I �� r 11 'I "AN .I kY I I � CD ' I I x _ r X � r I \ 0 r 11 I I II - i i W L W LL i �� LL --j �_N 2668 1 AS PER MANUFACTURER STAIR DOWN N ' r====�_____� 1 0 2 9 4 6 O r , NEW 4"ST EL ---i I 2468 1 AS PER MANUFACTURER TOILET �F 4 F N E y - `�I I I � ------ 2868 2 AS PER MANUFACTURER STORAGE LAUNDRY 5 I I ------------ 1 I NEW 4"STEEL ELEC. I I I 1 1 COLUMN DOWN S.D, COLUMN DO N I J I W I I 1 TO NEW COLUMN cm. TO NEW COLU N I NEW NON- TRUCTURAL I NEW NON-STRU T JRAL ET. I a i I DECO COLUMN I I BELOW D BEL W I DECO COLUMN i L ALL WINDOWS SHALL BE ANDERSEN 400 SERIES 3 1 I J 3- 1 3/4 x 11 7/8 LVL FLUSH HEADE 3- x 12"W/12- TL PL. FLIUSH F$___ , 3- 12' /2-3/8 STL PL. USH HEADER `31 I ELEC. , --------------- r ----- ---- --- - -L-.t--- I - NOTE! 311.5° 7'-10" 3'0" 14'4�' 3'-0" THIS PROJECT IS IN THE WIND BORNE DEBRIS AREA. CD 5-2" 0 11'-11" 9_ 4'- 3'-11" 1 ' 16'_g" 6'_8.. w w x cn J J a 2-P3050 PICTURE P3050 PICTURE CXW15 CASM'T N j I 2-2"X 12" EA ER 2-2"X 12"HEADER P , 2-2"X 12"HEADER I I CATHED L C E I L N G W/ co CVNI-W ROOF A RS S 3 i i OOFRAFTERS o i 3 EXPOSED RAFTERS W/ w I I nn n n I I M m o 2" 12"@15"o <— x12 @16 oc �� — BEAD BOARD ABOVE. 1-- Lu N01 BATH �o� 4"X6" x o QWI I IWQ g&T- - - - - - - - - - - - - - - - X6.. U) Lu: I 8'-0" CEILING HT I I N 00 / P3050 PICTURE P3050, 3050 PICTURE 3050 PI TURE P3050 PICTURE / PNT cli, " ASTER I I 75 C.F.M.MECH I I /G�� 3-1 3/4"x 11 7/8"LVL C NTIN S HEADER 9-8 I I VENT. \ I OPEN I I F6 I I E \ 2"X 6"FRAMED WALL /R-1 INSULATION// �iy(��?+ CG` ❑E M BATH 4"X 6' +�� s, 4"X 6" I I 8'-0" CEILING HT l - ' O00 L_ J ❑ 2-CXW 15 CASM'T pOST ���° \ / S POST 2-CXW15 CASM'T rnpj TO BELOW . 2-2"X 12"HEADER GOA �� \ / / / O�� 2-2"X 12"HEADER W I I 75 C.F.M.MECH I \ / / / I o w r- c�o vWi I VENT. 18'_g" \ // 12'8" I I \ \ / / U ❑E I I 36"RAILING �° I // � I X � ��// N x L.t, p S8� — — — — — — — — — — — — — — — — — — — — — —— // I �� — — — U -, zo ❑E O \ / / I in \ I I a N O o I I I I u- - — — — — — — — — — — l- - - - - - - - - - - I N o I \ i / ENLARGED I A Z O ` ' I `, N i OPEN TO BELOW / � ;W W I / I I I Lu SHEET 9 Q BEDROOM #2MI \ - - -- - - / I BEDROOM #3 J I \\ I // � ,� 10'-0"TRAY CEILING N U I 2°X12"@ 16" C / N 10'-0"TRAY CEILING I I W 19'_8" I I I ELEC. �, \ CEILING JOIST O o DET \ / I I I I Z J RAILING \ RAIL NG i I I I /-- - - - - - - - - - - - - - r�r=—� 2"x 12"@ 16"o I --- / _ ______ I 2- 1 3/4"X 14" LVL IHEADE�- ,�I - L _ �J m O --- CEILING JOISTS I --�-� �----- � --� �- _===- =��--, �I --------- - g /�i os�O I I 2668 I x \ I / I a � H H U Q Q clI o N N X0 E (n (n �n I I �f 1 \ I / 2468 - - - - - - - - -- -� N N U) I I \V ------------ ELEC. MASTER CLOSET ALO SSD. 8'-0" CEILING HT Is°�° o o N p��T 0/ D.M. \ WINDOW & DOOR SCHEDULE 2ND FLOOR " DET. \ Z co co BEDROOM I ------------------------ -------f __�-____-� I o� o -1 -4 o WINDOW QUANTITY ROUGH OPENING CLEAR OPEN REMARKS olo vi M I I Imo. i I Ua - � @ 12'-0"TRAY CEILING I { spc. I rN, J � J °oo CXW15 17 T-0112"X 5'-0 318" 301/8"X 55" EGRESS Lu N N uj DT. i t %<� i i N N � CW15 2 2'-4 718"X 5'-0 318" 301/8"X 55" EGRESS 2"x 12"@ 16"o I i i 2668 DOOR i i i i CLOSET N P6050 1 6'0 318"X 5'-0 318" 30118"X 55" CEILING JOISTS I I lc_'________--�y � ZT P3050 13 3'-01/2"X 5'-0 318" 30118"X 55" SEAL I I L----i - ELEC. BATH 75 C.F.M. ECH - S.D. lose n�`°� Li_ EN . A31 1 3'-0112"X 2'-0118" 301/8"X 55" ��RE D ARC 1 $� I > C.M. �\\ 8.-0" CEILING HT LU w �`' N.K. T � M I O I II I io i DET. O C7 m I I / "_ " \ m C� w� 23 10 w2 o o I II I i �� _ o_° 2068 9 AS PER MANUFACTURER CLOSET _ o 5 w I II I 2668 DOOR =====fi =____� m L'- u� C PROVIDE CRICKET ___ ( ) co 2668 8 AS PER MANUFACTURER BEDROOM / wo � __ 2- 1 3/4"X 14" LVL HE DER ti+� �v� _ - ------ --------------- --------- w0 z a 2468 4 AS PER MANUFACTURER TOILET j , T T \ -------'I EXISTING RIDGE ELEC. moose 6�. ALL WINDOWS SHALL BE ANDERSEN 400 SERIESyob I I O EXISTING RIDGE ____ Oo POST FROM ABOVE o � 6�kC1 SSI POST FROM ABOVE 269 DOOR S.D. / OF NEW � ELEC. I I \ 0 DEM. T. w F E❑ =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 S.D. L___-...J 12-8 2 WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF DET. — — — — — — — — — N SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) \ / I I x x EXISTING I N ° \ \ / i I COMPUTER N N i� BEDROOM #1 i LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR Lu o \ \ / / I I ZD\ I ick m - io - _ Imo° \ / — I I ' ' CLOSE � � � o � o o I a a M � o = // i i @' ' ROOM - �; B 1D'_D"TRAY CEILING ROOM NAME AREA LIGHT 8/" VENTILATION (4%) o " CEILING I S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED N BD 2668 DOOR Z z Z Z Z Y / I I �` _, s'-o"Ic�ILING H i a'-o" CEILING HT N Lu Lu N I �, MASTER BEDROOM 825 S.F. 66 S.F. 108.0 S.F. 33 S.F. 108 S.F. N 00 IXa x / � / \ � � I I K w U N / CV v I I I C4 v v o N T- IC) N // / // \\ \ i I i I I 2468 DOOR IN I MASTER BATH 150 S.F. 12S.. 22.0 S.F. 4.5 S.F. 11.0 S.F. / I I BEDROOM#1 172 S.F. 14.0 S.F. 34 S.F. 7.0 S.F. 34 S.F. ►`� I \ �J i J I I ' I ' 075C.F.M. I I BATH 42 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE / \ — — — — —— — — BEDROOM#2 257 S.F. 21 S.F. 22.0 S.F. 7.0 S.F. 11.0 S.F. \ ° +'� / \ �`�'�� - - - -� r I _ i i �'' VENT. �— J\ =.�� I I I �� BATH 57 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE �y s o / I I / ,% �� ��\� / o +. BEDROOM#3 300 S.F. 24 S.F. 24.2 S.F. 12.0 S.F. 24.2 S.F. Y so��, / \ �+o \ � -- I I I ----- o o / o° oo \ p � O \L� 2-2"X 12"HEADER Q / 2-2"X 12"HEADER 2-2"X 12"H A ER 2-2"X 12"HEADEF i 2-2"X 12"y-IEADER 2-2"X 12"HEADER �I'2-2"X 12 HEADER OQ BATH 80 S.F. 6.4 S.F. 12.0 S.F. 3.2 S.F. 12.0 S.F. O 3 RAILING }- \ C W15 CASM'T / 2-CXW15 CASM'T CXW15 CASM'T CXW15 CASM'T CXW15 CASM'T ❑E Z 3 W IP305 ABOVE - _/ a BALCONY 0 Z = z a W CATHEDRAL CEILING W/ OPEN TO BELOW � w Z N EXPOSED RAFTER W/ w Z o U BEAD BOARD ABOVE. / _ w 2-2"X 12"HEADER 2-2"X 12"HEADER 2-2"X 12"HEADER m co ( 0 (-) W CW15 CASM'T P6050 WINDOW CW15 CASM'T /� BD CN CN Z- 10- FIXED FIXEDLl U J w 2'9" 9_ '.11 " 8'-3" 7' 4'6" 4'-6" 61-14`110'-0" 6'-8" O --� o O �- J Do o T-0" 20'-0" 17, 16'-0" 19 11 " D W Ir r Q U - wl Z _ 73'-0" w LLJ 0 O w I i I— V) C� w d- O W F=INAL MAP � 1-- z w � \ PROPOSED SECOND FLOOR PLAN 0 Z O = = w N 1/4 1'-0" �EVIEWED BY ZBA W J O = W Lu N SECOND FLOOR FOOTPRINT = 3,525 SQUARE FEET '-���. DE�:iSi®N # FIZZ a z � � Q f-- o co /�._ �.� SECOND FLOOR CARPET AREA = 2,995 SQUARE FEET , r +- •__ DWG NO EXISTING SECOND FLOOR AREA = 1 ,521 SQUARE FEET - -- 4 d 1 o_ w w NEW ROOF FRAMING - - - - = - - - - - - - - - - - - T - - - - - - - - - - - - - - - - -- - - - NEW ROOF FRAMING I I NEW ROOF FRAMING I I i � co LU - - - - - - - - -- - - - - - - -- - 7\ co ROOF RAFTERS I ROOF RAFTERS 2"x 12"@ 16"oc i 2"x 12"@ 16"oc �- — — — 4 A� D / \Q� / - - - - �- - - - - - - -- -- - - - - - - -� N � af UJI m W / �2'x 8' 2'x:8" w J I I RRV 16"oc / / � RR 16"oc I I I n- I 0 � w v a / \ IIw 2"xuZ2x8' " J RRR 16DoQR1oc 100 z o w Ix O � ON I o 0 0 � ZDn wl \ I / I co w w �_ --------- ---- -------------- ------- --------------- �\ LINE OF EXISTING ROOF Tb REMAIN / > (/) (n \ / o I \ I / LINE OF EXISTING OOF TO REMAIN iv O ,'� I (n N ^ 4u' x � \ I / x � I - - \ / s W LL I W / NQ tz oN \ I / Na I (1) 00 00 ` Z I I _ I \ O ,� I I J L------------------�------------------ I m oo 0)n T` I I /' I N N I ROOF RAFTERS I I �'\\ oo 2-1 3/4"x 11 7/8" LVL 2"x 12"@ 16"oc ¢ wI � o XI .�-� o m I `\\ x .x I / I SEAL CD \ I I �5 �,N.K.LU cy) rFy cn z i� LU Itz J / LL LL I x I / I / cp MI I I I ,' I i / \� I I/ I '9 J. 02 s a yo ri i i / I ,/ I F OF NEW — — — — — — — 1/ EXTEND EXISTING 3- 1 3/4"x 20" LVL RIDGE BEAM \`\ EXISTING 3- 1 3/4"x 20" LVL RIDGE BEAM ,'� E (TEND EXISTING 3- 1 3/4"x 20" LVL RIDGE BEAM y3. 1 117/8" LVLROOF A\TER I - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- -- -- - I \�IEW RIDGE POST o /'/ EXISTING RIDGE POST EXISTING RIDGE POST \`\\ NEW RIDGE POST DOWN -�, �/' DOWN TO REMAIN DOWN TO REMAIN �\ DOWN U K 2Q,� V; ;o k/ I I xa I M W tz C14 CID F�FR \ / 2X8 Ni/�/ � II I i \\��. �Q- /+ 00 / I \\ r? // I \\ N1p" ( N m OD w zOv = 2„x 8„ // 2"x 8" I I \ I ; \��� //' a �.�/ I \+'�-, �p Q�Az/ `\ I \�- p ! 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T Fti i� BA H � o 0 DD2cp F��- fln it =ZZZZ=:E===[H r J. 9465 A�� F OF NEW EXISTING PORCH co14- T- K) M t� CV o qh 00 U 0400 = I I v L co �lto EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN ow 1/4"=1'-0" 1/4"=f-0" ter.e� O Fj O Z Z v7P�� w ,. (n w Z o Q U V) O Z O = W Z = Zw V N Z J i O J m Q � o � W U ^ I Z o U wll w d- O W U) FINAL MAPui REVIEWED BY ZDA w � Z o = = W N SEE DECISION # ��2Z a Z Q oI 00 DATED / / p� DWG NO d 6 1 �pP ��� •� �i1111►. a�! ���"- ' X111■IIIII■�. MillIIIIII■In. �»®,�� ■ .JIIIII■'' MIMI , , . , .:I®� . ■ ■ ��_ 1 ��r� ..1111■III/ 1111■IIIA,. ��-=' ■ � � li�� `��� .II■1111111► X1111■11111. '=''0' y�'c �tI-� , 11111■IIIIIf MINI■IIIIt\. i�� ���1�IIIII11111 I■11111■11111■1► � - - - - OWING _ - ---- - :o�.� �- - �� `�'�III11■111 111■11111■11111■II �� . . - - 4N .1 9117 47JTa1 4017: il.1■II\N 4.1�= `111111h 111111t111■11111■III. MISSION '1111■�. I■MIN 1■11111■11111■11111. - ------ oil I -■11 ■ ► :.. 'i11111t1■11111111111111III■11III ■11111\.. '" ' 1 _ 11■IMINI 11111■It111■11111■11111111111■�. � +Pew 111111■11111■1111 111111■11111■11111■111 11�11111�111�I� II■11111■Milli Siitll■11111■11111111111■11111111.. ` •SII\. II■INI■I■111■I■II II■IMI■I■111.1■11�11■tl 111■Irr■1■y111 IIII■IIIIIh!1111■fll�!!!1FAM!IFIVIrJ!!!!If'.II!'�111■111►. 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'1� 1'I;C'J 1 _ �!■� _ I III I I -- III - _ -fi- _ _ _ - = - Il 1■11 11111 = - - = mill 1111I1■1111 ■11111.111 moSalmodIIII 1■1 iiiii nin mom , Bili IIII = ■■■ ■■■ = - ■ - ■■■ - ni i 1 iii ■ i i ■■■■■■ II 1111 1111 = ■■■ = u111 II■11111■n II■t11I1■I Z�' a 111 1■1'1111 1111 ■■■ 111111111111111 = ■■■ ■■■ = 11111111■I o .� = 111111■IIIIII = ■. = I■111 jl 111 ■■ I■'■■■■■■ 11 ■■Itll p■II = �■ = 111 I'!■Ili it■ - �it■11�SII . . - :, - - 11111111■IIII _ __ - loll 1 1111 11 I 1 11■ 1 1 IIIIII 11111 -- - 111111111111■III - - } _ 'III■11111) { 111■I ltl 1111 11 III 11111 �� 1111 1■1111111 1111 ■■■ 111111111111111 = ■■■ ■■'■ = 111II111p = ■■,■ = 111■11111■111 = No = 1111111 1111 ■■ " ■■■■■■ Il ■■'I■11 11111 = ■■ = 11■I 1t11t.u[Ic: 1■u1■I■111 1111 III11 - ImIl111111111111 - _ ■11111■II - I 11111■11111■I = = 1111111 ■II -- Illi 11 JIII 11 III - VIII I"I I' '(I"I a IIII 1}�1'IIIl1 IIII ■■■ IIIIII111111111 = ■■■ ■■'■ = 11111111■I = MINIM 111111 ■■_ JI11 II■ 1 l.- - -•- - -•- - -•- - II■ I I III MINI I 1 1 1 111■I iI■Iti1■IIII■IIIA 11111■III ■III 111 III 11111111111111111■11111111111111111111111■11111111111■It111■11111111111■111111111 11111■111111111II111111111111111111111111111111.1111111 I IIII11111111111►1111II1111I111 me11 11■ 1 1 11 1 1 1 I I I I 11 m m m II „ 1 I"�I' 11111 . �"Wwt ■111111111111 1■IIII■IIII■1111111111111111111■1111■111II11111111111111111t■IIIII■III/I■11111111111111111■11111■11111■11111111111�I1111111111■1111 111111111111 •.111■IIIIIlil11111t111111111■111111111111 (IIII■11111111111■11111■11111 �, I I I 1 1 1 11 11 11 11 111 11111/1111■111111111■1111111111111111111■11111■11111■III/1111111111111■IMfrlilltl`YiViGih/tliii Il 111111111!:111■ill/I11M1/I/lllllllllml■IIIII111111■III/ II 1111111111II■11111■1111111111 111 1 11 ••- ••- ®� 11■11111■11111■I 11■ 1 �I� 1 Ill 1 11■ 1 11■ III■ 1111 I 1 I 1 I 1 l 1�■1111111111■1111■111 ■11111111111111■1111■111113:�nFl+ll4ih'Is�'lii!1171 II II■II!'_111111119:�i�il'lult'll!L'r=;19!L,u Llllll■11111■IIII 11 IICI]EZiL•t13�1S�:11i1■1111111" 1� IIII11111I1111III 11111�11.■I■11111■11111■111�I111111� 1111■ 1 II■ 1 1111 111 1 I I I I I I I I I I I III 1 l ,• III,_ . , , �.: a 11111■IIII■IIII 111���IIIL■!'x�1�-fG1PrI'1_cl�lfts71111111111I1■VIII■1111111111111t1111111I1111111111111111111■11111■11111111111111111WIIIIIWl111111i1111 11111111111111111 ►I.RIRI�Cf1!�IIIII■11111■11111■1111111 1.1,1112/1LlHls,©.GC/11111111 y�GI 1 I 1 I "� 11� ill lillit VIII■1111■111111111■111111111111111■11111■11111■11111■11111■11111111111■11111■11111■11111■111111 ■11111■11111■111111111111111/;iI11L;i111111111111111111 11111iiliY. ilti'IiYf111111111■1111 • I■ 1 1111 1111 11■■ 11■ 1 1111,1 �Ir I I I I I I I 1 11 Ilt 111.1 urn 1■m 11■ 1111■ uta 11111 ■ 1 11■ 1 t1■ i 1 � � 11■III/1111111 II■11111111L•�f!c��!'IiIG■i!1111!!I.:1111 1111 1111111111■11111111u11■11111■11111111111■11111111111■11111■Illml■11111111111111111111111■111 11■11111111111/11111■11111■11::iiill111■VIII■11111■1111 ■11111■11111■11111111111■111 1 1111 I 111 �11 111111111111LI�I 111J11 L1111 Il Il I II II 11� 1 Lll 1 11■ . 111 Ila I I I • IImil1t111II11111 Ilimillilll■11111■lllmllIII%I�:ii�11MI1111111■IIIII■111II111111■VIII■11111rloss.■Irr■1■Irr■1■Ill,l■III/Illll!'■i■r■'■irr.1■Irr■,■I■�1111 111■ ■"'■ ■rIl■'■"'■'Io"'■I■r■'■�■r■'■Illr■'■�■r■'�IIIII 11111 Is MINI 111111111'r.r._.r.r._.r.r...r..■_.r..._.r...11■11111■I • 111111■11111■IIII 111111■11MINI milli 11 = - 111111111■111 - 11111II 1111 II I■ I■1 1111 - 111 1111II1111 - ■'■■ ■■■ = 111■111111 •• -•�� 1111111111111111 11■IIII1111111111111111111111111111111111111111111111111111111■11111111111111 - ■ ■ = I111111t11111 = m■ = 11111 Ill �� 111 II �■ 1111 1111 = ■ = 111 ll■11111■1 = 11111/111/ .. '®�= III�IIIII�I_I111■I 111■I_11�I�111�I�I1111111111■11111�gg1_11pI_11�I��IIII�Ir11�1�11N11■IIIIIII _ _ 111111■111111 _ = Illll II■ U ,,, ,,, 11 III l j 111 _ = 1111 1111111111 = = IIIIII■111 !tea III ■■■ - - ■� =Illlllll III �� 11 111 ■ 11111 11111 - ONO - ■■0 mom - 11111 11111 711111■VIII■Ilr_ � - 111■IIIQI = + - _ II■11111■IIII _ - - - - - Ill 11111■IIII = -t- - - = 11111111■I ' -mG Illi ,.' HIII 1111 ... 11111111■11111■I = .. ..■ = 111II11111 = ■,■■ = 1111111111111 = .■■ = 11111[1 Illi ■■ 11 ■ ■ Il ■■ III 1111 = -ME _ SII 1111II1111 = ■■■ ■■� = 111.111111 _ • y,Pe-- ■11111111 _ = 11111111111■I - -- = 111111 Ill III ill 111 11 ill = = 1111 �lll��I■II = � = 1111111111 .. �.�� I■II Illi Illll 1111111111111111 _ O 1111 1■1 ll1■I �II1 ■■. lii1■II�'l■II�� _ ■■''. ■■. = II1t1111■ _ ■■■ = 111111■IIIIII = ■■■ _ 1111111 111 ■■ (■ ■■■ ■■■ ■■ II ■■■ _ 1111 111 = t�� �� = 1111111111 • 1 1 11n 1111 11 1111 Q11 - = 111.111111 = - II■11111■IIII = = 1111111 111 --- - 11 III 11111 11111 - = I■I 11111.1111 - II■111II■I . m� 1111 1.111111 1111 ■.� II11111111111111 _ ... ■■■ = 1111111111 = _■■■ = 111■IIIllltll = ■■,■ = 111111 1111 ■� 11 ,,, ,,, Il ■■ 111 1111 = ■■■ = 111 111111■III = ■■■ ■■■ = 111■IIIIII ,®a, I■II II 1111 111■11111■111111 = _ ■11111■II..,r...._....,r....,rJIIIIIIIIIIII.._,r....,r....,r....,Jt111 IIL..,r....,Jll IIr....,r..J111 111.,r._..1r....1r....,r.J11 111 II■I■■■■I■r■■I■. ■1■.■■I■.■■I■I■■1111 11111 ' 1 11 lli��= 1111 IIII IIII 11II1111111 ON - 11■11111■111111111/1111111■11111111111■11111■11111■111111111111111111111 1 II■11111■11111■ IIII■1111111111 11■11111■VIII■11111111111■III 11■1111111111111111!�i11J1111111■11111111111■11111■III 1 1 ■■ _ ■ ■■■ = 111111111111111■IIIII11I111111111■IIIll111I/I■11 INIIII11111111111111 I 111111111111111 111111■11111111 11■11111111111111111111111■I 1 I 1 I 1 r!' r•: �'m III VIII 11111 111111■IIIIIIIII - 1 - II II ]MIN 1111 11 . 1111■ . 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IT 11 11 IT 11 111111 11 IT 11 111111 11 1 11 111111 111111 111111 111111 111111 111111 111111 � I lilt 11 lilt 11 11 V) D :D (n ill u III 1 111111 11 IT 11 11 It 11 111111 11 lJ_ILII 1111,44 . p 111111 11 IT 11 11 IT 11 11 IT 11 111111 11 If 11 11 IT 11 1111 111111 111111 111111 IIITIl IIITII 11 Ill] IIITI Jill 11 1111111 Jill 11 1 Q U N O Ijuji I I lilt 11 lilt I Jill 11 111111 IliviQlIN lilt 11 ill 11 lilt 11 lilt 11 illill ill] 11 Mill 111111 IIITII 111111 IIIT 111111 111111 IIITII 111111 111111 111111 111111 Jill 1_1 Z O1111 1, M I 1 11 IT 11 11 It 11 11 IT 11 = B&G PERM O U W W OLUMN ENC I O (` Lf) o FINISH FLOOR RAFTSMAN 1 LI IIITII 111111 111111 lilt 11 111111 lilt 11 111111 IIITII 111111 IIITII IIITII IIITII IIITII IIITII IIITII IIITIl 111111 [illIll 11 111111 111111 111111 IIITII IIITII IIITII 111111 111111 111111 Ill I00 N Z ---- ------ 10- U r- J Ill 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 Ill 111111 111111 11IT P ITITIl 111111 11 It 11 IIITII 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111111 111111 U H 11 IT 1 111111 11 11 it 11 11 IT 11 11 it 11 111111 11 it 11 11 it 11 11 11 1 1 1 1 11 11 1 1 11 IT U 11 11 Jill 11 IT 11 11 1 111111 11 IT 11 111111 11 It 11 1111 11 11 11 lilt Ill lilt I 1 11Z U ;o 11 IT 11 11 IT 11 1. 1 11 11 1 11 IT 11 1 11 IT 11 11 IT 11 11 IT 11 11 11 It 1111 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 111111 11 IT 11 11 11 1 Jill 11 1111 11 11 00 -I O in1 11 IT 11 111111 11 it 1 11 Jill I IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 IT 11 111111 IITII IIITII IIITII 111111 IIITIl lilt 11 lilt 11 ill] 11 IIITII IIITII Ill U Li 11 U 11 11 IT 11 1 RAILING O —___I m IT 11 11 IT 11 11 IT 11 IT 11 U111 11 if 11 11 If 11 11 IT 11 11 IT 11 11 IT 11 11 IT 1 11 IT I ill ill Ill 11 111111 111111 IIITII IIITII IIITII ]ill 11 111111 1111 1111 11 1 11 IT IT 11 Tm 1 11 IT 11 11 IT 11 1111 11 1111 11 1111 11 11 Ill IIIIII IIIIII IIIIII IIIIII Hll 11 lilt 11 111111 111111 lilt 11 11 11 IT 11 11 IT 11 1111D IZ I ill] 11 111111 1 Ill Ll ° p I I lilt 11 lilt 11 un I 111 111111 11 IT 11 111111 11 IT 11 11 IT 11 IIITII 111111 1111 11 111111 III'll 11111 lilt it lilt it lilt it lilt it lilt it lilt II lilt it lilt it III IIITII IIITII 111111 1 < W Li 11.L1 11 11 IT 11111 Of FINISH FLOOR -----_ p a I Z w l 11 11 IT 11 11 IT 11 1 11 IT 11 11 IT 11 11 IT It IT IT It 11 11 ITT]411111 TITT-11 ITT" lim 11 IT 11 11 IT 11 11 IT 11 IT 11 11 ITTIJITT 11 11 IT 11 11 IT 11 11 IT 11 11 ITTI 1111-11 11T IT 11 11 IT 11 11 IT jLwjjL1 I IT I Ill 1111 11 IT 11 11 IT Lij J 11111 11 JUJU11-11 ITI 11 11 11 11 11 11 11 11 Ill, 11 111] 11 ILII 11ij 11 11 U 11 111111 111 o oHll 1111 1.411 1111 Ill — 7— II GRADE I O W C� <_j d- EXISTING FOUNDATION WALL 8"CONC FOUNDATION WALL i i GRADE Q W �' \ I I I i I I cn I I I I I I I I � � F- �- �------------ L------------------------------------------------------------------------------- - W U _____________J__________1_____,___________EXISTING CONC FOOTING_ ___________ 8 X 16 _GONG FOOTING AS PER PLAN__1_______� I I U Z Z -------------------------------------- 8"CONC FOUNDATION WALL i i ° W `—J`I O ly W Q o- Z U :2Q � 0100 I I I L------------------------------------ --------------------------------------------------------------------------------------- r --------------8"X 16" CONC FOOTING AS PER PLAN--------------------- ------------------------------ ---L-----------------� DWG NO PROPOSED RIGHT SIDE ELEVATION FINAL SAP gREVIEWED BY ZBA 1 2"x 8"RR 16"oc CONT RIDGE VENT 1/2"PLYWOOD SHEATHING EXISTING RIDGE TO REMAIN RIDGE AS PER PLAN #15 FELT EXISTING VALLEY RAFTER TO REMAIN 11/4"x 20 GAUGE GALV. SHINGLES AS SELECTED BY OWNER STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH CONT RIDGE VENT CONT RIDGE VENT END OF STRAP. 12 RIDGE AS PER PLAN RIDGE AS PER PLAN 710 11/4"x 20 GAUGE GALV. 11/4"x 20 GAUGE GALV, 2"x 12"RR 16"oc STRAP(TYP.)WITH(4)8d STRAP(TYP.)WITH(4)8d 112"PLYWOOD SHEATHING COMMON NAILS IN EACH COMMON NAILS IN EACH END OF STRAP. END OF STRAP. #15 FELT 12 SHINGLES AS SELECTED BY OWNER 10 �- ' �` 2"x 12"RR 16"oc 112"PLYWOOD SHEATHING 2"x 10"CEILING JOISTS 16"oc ATTIC #15 FELT I i\\\ SHINGLES AS SELECTED BY OWNER R-38 INSULATION W/ 1/2"GYPSUM BOARD. ,' ; ; I I `\ `\ 2"x 10"CEILING JOISTS 16„oc UL 2-2"x 4"TOP PLATE I1 \\ \\ 2 6 S 0 D. „ „ Ar 11 ' .-EXPOSED RAFTERS W/I OEAD BIRD A�QVE 2-2 x 4 TOP PLATE SHEET 12 2”X 6"FALSE RAFTER i� I I I I I I I I I I �.'�,' &4"RIpC3#D INSULATION ABOVE \\ \\ I I I I 1 SHEET 10 ----1.J--------u--------�-1-------�--L---- DETAIL D @ 16"O.C. � II II II , II „ II II II II -1 L II II 'il DETAIL D --- I'll II R-31�INS�LATI�N W� ,L I 11 1/2"i YPS11M BOARDi I i i i i 2 96 OFALSE I�AFTE I I I I I I 2111 I X 6 IIiALSd RAFifif�ECR I I II II II II II II II II 11 @ II H II II II II II II V K II II II I I I I _11___LL__1L__LL__JL__11__JL__11___Il__11___LL__1L__ll__J 2"X 6"FRAMED WALLW/R-19 INSULATION LL__JL__L__JL__11___IL__11___�L__1L7_ MASTE 16"OVER HANG 1 i ENLA i BEDROOM N i i 16"OVER HANG 2"x 4"STUDS 16"0c l 1 I --- —J ----- 12'-0"TRAY CEIL NG ❑ ❑ BED � � / 2"x 4"STUDS 16"oc 1/2"PLYWOOD SHEATHING DROOM #15 FELT PAPER ❑ 1/2"PLYWOOD SHEATHING � 10'-0"TR CE IN #15 FELT PAPER R-15 INSULATION W/ 1 0"TRAY CEILING 15 I ON W/ CEDAR SIDING AS SELECTED BY OWNER CEDAR SIDING(AS SELECTED BY OWNER) SOUND ATTENUATION SOUND ATTENU ARD. ( ) 1/2 GYP INSULATION IN INTERI IN JLA N I INT RIO INSULATION IN I ER R W3/4"SUB FLOOR GLUED AND NAILED WALLS W WALLS 3/4"SUB FLOOR GLUED AND NAILED 2"x 4"SILL 2"x 4"SILL -- -J BRI GING @ D-SPAN KITCHEN Z OPEN TO ABOVE O W TRIP4�FLOOR JOISTS W/BLOCKING TRIPLE FLOOR JOISTS W/BLOCKING 2-2"x 4"TOP PLATE 2-2"x 4"TOP PLATE _______= i i FLOOR JOISTS AS PER PLAN < zz uj FLOOR JOISTS AS PER PLAN __ ; 2"x 4"STUDS 16"oc p IDE 10E G REA DI I l0 112"PLYWOOD SHEATHING c� VAPOR BARRIER Z 2"x 4"STUDS 16"oc _ NS 11'-0"cEl i i R-15 INSULATION W/ 3/8"SHELTER WRAP E.P.S.BOARD o w 1/2"PLYWOOD SHEATHING = E 70 OE i i [1E 10E 2"x s"FRAMED WALL W/R-19 INSULATION 1/2"GYPSUM BOARD. CEDAR SIDING(AS SELECTED BY OWNER) m VAPOR BARRIER i i 3/4"SUB FLOOR GLUED AND NAILED EIDE:i I- 318 SHELTER WRAP E.P.S.BOARD �❑ -----� - - i i- O O TF CEDAR SIDING(AS SELECTED BY OWNER) ❑� I I I ' 2 x 4 SILL BRIDGING MID-SPAN ❑� I I I I R-21 INSULATION R-21 INSULATION SILL SEALER U*L TERMITE SHIELD Z N 3/4 SUB FLOOR GLUED AND NAILED 4, ` I 1 ' ANCHOR BOLTS SEE DETAIL SHEET 2 (n V) 2"x4"SILL I i i i 2-2"x6"CCA SILL B GING @MID-S AN SILL SEALERFLOOR JOISTS AS PER PLAN z 00 ao I M :. I I••� . .1 I ..,. :.�. TERMITE SHIELD 8"FOUNDATION WALL GRADE ` R-30 INSULATION I I I 1 Lo ANCHOR BOLTS SEE DETAIL SHEET 2 e. 1 I 1 I „ „ 2-2"x 6"CCA SILL ' 1 ' ' 8 X 16 CONC.FOOTING W/2X4 KEY > I I I I (V N FLOOR JOISTS AS PER PLAN ° ; °•I I i i i 2"STRATCH COAT SLAB ON UNDISTURBED BASE 8"FOUNDATION WALL 8"x 16"C.M.U.PIER W/24"X 24"X 12"FOOTING SEAL !,ED ARC L: .1 GIRDER AS PER PLAN 8"X 16"CONC. FOOTING W/2"X4"KEY 1 1 K. T I I I I I I I I 2"STRATCH COAT SLAB ON UNDISTURBED BASE I 1 I I „ „ „ „ " L---- -------1 I I 8 x 16 C.M.U. PIERW/24 X24 X 12 FOOTING L____ o GIRDER AS PER PLAN AREA OF EXISTING �I FOUNDATION TO BE UNDER-PINNED CONT RIDGE VENT A SECTION VIEW SEE DETAILS ON SHEET II 9�F 19 a�� yon RIDGE AS PER PLAN SHEET 9 1/4"= 1'-0° F N 1 1/4"x 20 GAUGE GALV. CONT RIDGE VENT STRAP(TYP.)WITH(4)8d RIDGE AS PER PLAN COMMON NAILS IN EACH END OF STRAP. 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(4)8d It 00 EXISTING VALLEY RAFTER TO REMAIN I I COMMON NAILS IN EACH END OF STRAP. T � r li ii ii ii it I I � 2"x 12"RR 16"ocI I i i i i i i i i I I 2"x 12"RR 16"oc N C 1/2 PLYWOOD SHEATHING I I I I I I I I I I I I I I 1/2"PLYWOOD SHEATHING w #15 FELT ii ii ii ii ii ii i1 ii it ' . 11 I�II IIII lI i �II IIII 1 II II I I II . #15 FELTULATISHINGLES AS SELECTED BY OWNER R-38 INSULATI R 1/2j$$YP�� M SHINGLE S AS SELECTED BY OWNEREINS MSHCnDETAIL D M 17 �i � � I I II II II II II I II `_• r- 2-2"x 4"TOP PLATE 111 2 611 FA.L ','1I CEi ' 1I1 II I 1I 1I 1I 1 II IIII I1I1 IIII II I 1lI 1i IIII IIII IIII1 III III III III III' > F16„OVER HANG @ 161C I I II 11 II II 11 II 11 11 II II 11 f + }�- I I �— i--�---�'--i1-- 1i--11--- -- �--u-- ---L---Il--1i---LL--1L--U---j�--'1--JL-- J z 2"x 10"CEILING JOISTS 16"oc ENLARGED 014/1-41 ��� o w = z EXISTING � �- a Z w 2"x 4"STUDS 16"oc ----- BEDROOM #2 ; (F�ih 1/2"PLYWOOD SHEATHING 1o'-o"TRAY CEILING BEDROOM #1 HB&G PERMACAST COLUMN ENCLOSURE 9 Q #15 FELT PAPER R-15 INSULATION W/ I BATH CRAFTSMAN STYLE � w z CO CEDAR SIDING(AS SELECTED BY OWNER) 1/2"GYPSUM BOARD. i s'-o” CEILING HT 10'-0"TRAY CEILING Z O _ RAILING I = wZ I SOUND ATTENUATION SOUND ATTENUATION O U Ld 3/4"SUB FLOOR GLUED AND NAILED II SULATION IN INTERIOR INSULATION IN INTERIOR O �'-' LO p 2"x 4"SILL I WALLS WALLS R-15 INSULATION W/ 00 U 04 z 1 1/2 GYPSUM BOARD. I 2-2"x 4"TOP PLATE iHEADER PER PLAN FLOOR JOISTS AS PER PLAN HEADER AS PER PLAN I 1 KITCHEN z -j 0 2"x 4"STUDS 16"0c BUTLER STORAGE 0 m 1/2 PLYWOOD SHEATHING LAUNDRY o VAPOR BARRIERR-15 INSULATION W/PANTRY 3/8"SHELTER WRAP E.P.S.BOARD R-15 INSULATION W/ i i CEDAR SIDING(AS SELECTED BY OWNER) 112"GYPSUM BOARD. I I 1/2"GYPSUM BOARD. Q 0 O 3/4"SUB FLOOR GLUED AND NAILED 2"x 10"LEDGERZ .. � LLJ O p o z II 2"x 4"SILL BRIDGING @MID-SPAN i i R-30 INSULATION TERMITE SHIELD fyW ANCHOR BOLTS SEE DETAIL SHEET 2 GRADE "L o R-21 INSULATION 0 LLJ cn 2-2"x 6"CCA SILL `V �' W c)FLOOR JOISTS AS PER PLAN o I I ~ Z uj Z 8 FOUNDATION WALL , ' o W w 0 c) LiJ a It �---- 8 X 16 CONC. FOOTING W/274"KEY FINAL w n- z � Q F— 0100 2"STRATCH COAT SLAB ON UNDISTURBED BASE 8"x 16"C.M.U. PIER W/24"X 24"X 12"FOOTING REVIEWED BY ZBA GIRDER AS PER PLAN SEE DECISION # -7)ZZ DWG NO DATED A9 ^tNSECTION VIEW SHEET 9 114"= 1'-O" I 11/4"x 20 GAUGE GALV. REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION STRAP(N NAIL/ I (EACH PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION COMMON NAILS IN EACH END OF STRAP. 2"x 6"COLLAR TIES 16"0C CONT RIDGE VENT RIDGE AS PER PLAN 12 SECTION 1265.4 SIGN OR SYMBOL 7 �— ROOF RAFTERS AS PER PLAN (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER 1/2"PLYWOOD SHEATHING STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST 6" DIAMETER (I I 1 12 #15 FELT CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND ASPHALT SHINGLESOF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED I I � (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE 7 IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM PMS #187. EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: (PMS) 2 (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, ( )THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER OR DECAL. -. ,p REFLECTIVE WHITE SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF �-�'' � 3 THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE REFLECTIVE RED ,.. `• r HEADER AS PER PLAN THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND O PANTONE#187 i (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOTLOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE 2"x 6"CEILING JOISTS 16"OC W/TECO'$ DESIGNATION SHALL BE"V"AND (' F + "r ❑ A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER ;o' EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE ❑ BEAD BOARD OR SOFFIT MATERIAL '11", �.:,'•� �,�'�: ����=T ' `:h4'' EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I", 'III","IV",OR'V'TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE ❑❑❑❑ STRUCTURE UNDER SECTION 602 OF THE BCNYS. '' •*'. LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER ,:�;"'.:'`,' •; EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) c.r y•. (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHA SSU CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: 6"X 6"POST W DECO COLUMN AS SELECTED BY OWNER OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION LL NOT I E A C / OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; HB&G PERMACAST COLUMN ENCLOSURE HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND " " ` 4 ;., € (iii)TR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. tir (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART O "y i;.;.y „y`.�A'�','"�.r�--� $t'-i'.+., i,.,;.4'�'- a ;„ , ,.�,�, (vr'•u CRAFTSMAN STYLE AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN = 4 OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE `�'����.;s,, ` "'.,.•.: ,3, .:`„ r• .>� a SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. mow,, ".•., y I ,.�, WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY a OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT FLOOR 111EMAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS 1/2" w TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V r ,...a , .0•, Ld �..,.. ' ;etir ... . ', ::. STROKE a BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. k ,�;;:: .; ..;,,°a� ,•.; 11E r^ The construction type x s^. FR K � 4r designation shall b' O 4"THICK POURED CONCRETE SLAB "13l, tilt", "1!111, i°IV"or"V" 6- m WITH 6"x 6"x W4.0/W4.0 x 1.4 to indicate the construction H p O WWM REINFORCING OVER 6 MIL W classification of the U p VAPOR BARRIER OVER 3"R.C.A. structure under DESIGNATION FOR STRUCTURAL F a O COMPACTED BASE. section 602 of the BCNYS O H COMPONENTS THAT ARE OF GRADE GRADE TRUSS TYPE CONSTRUCTION 13- o 0 "FOUNDATION WALL PROVIDE#5 REBAR "F97 FLOOR FRAMING,INCLUDINGO Ln AS PER DETAIL ON SHEET GN-2 GIRDERS AND sennas Z Lit ------------------------------------ 16"X 8"CONC.FOOTING W/ "111; ROOF FRAMING w rY 2 X 4 KEY.PROVIDE#5 REBAR I AS PER DETAIL ON SHEET GN-2 44FRI31 FLOOR AND ROOF FRAMING m O Z O O Q F- H p Ld W Ld S C SECTION VIEW SHEET 10 114"= 1'-0" Cl) 00 00 00 CONT RIDGE VENT O I I B RIDGE AS PER PLAN L 00 rn 11/4"x 20 GAUGE GALV. N N cV STRAP(TYP.)WITH(4)8d COMMON NAILS IN EACH END OF STRAP. SEAL • ��REO AR�y 2"x 12"RR 16"oc ��5 J��N'K. 1/2"PLYWOOD SHEATHINGI1 #15 FELT 3- 1 4"x 1 7/ ' LVL ROC RA TER SHINGLES AS SELECTED BY OWNER fl i i II 0 2 9 4 6 5 yQ) TT ii F pF NEW 2"x 10"CEILING JOISTS 16"oc _— I1 tV_OSED-FAFTMUW/BEAD BEDIABOVE_ &4 RIDGID INSULATION ABOVE 2-2"x 4"TOP PLATE II II II II II II II II II II I II II II II II II II I N II II II I AT I, II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TRI�LI F JAI1bTS II I II II II II II N II II II I II II II it II II II I N II II II II II II It 00 SHEET 12 II I II II II II II II II II II I 11 II 21 6"RALSE/RAFTI R II 1 N II I I I II II 00 •- 1I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I „ i t 1 R-381`NSUVTION W/ n i t DETAIL D II II I II II II it II II II II I I II I;a�116 BIC. II I 11 lh/2"GYPSUM BO�RD. II 11 t\ p I I II II II 11 II II II I II II I II I II II I I I I II II II II 11 II II II I II II II II II II II N DO Y 1 I I I I I II II II II II 11 II II I II II II 11 11 II II 4 00 U 1 II 11 II II II II II II I II II II II II II 11 w LL__1L _JJ 04 00 U VERSATEX OVERHANG TRIM I i ►i R-38 INSULATION W/ 2"x 4"STUDS 16"oc l _ j 1/2"'GYPSUM BOARD. N MAS M -— 1111 11 IT 11 11 IT 11 111111 11 1/2"PLYWOOD SHEATHING ------ #15 FELT PAPER BED M , ITT 11 11 IT 11 111 CEDAR SIDING(AS SELECTED BY OWNER) R-15 INSULATION W/ 1r-o°TRAY EIL NG 15 INSULATION W/ � '�/ p O Q r 314"SUB FLOOR GLUED AND NAILED 1/2"GYPSUM BOARD. t,'"GYPSUM BOARD. F�� 3 il 11 IT 11 11 IT I 1 2"x 4"SILL 0IT 11 11 IT 11 111' ��� �� o w= z B IDGING @ MID-SPAN R�'�' p�� j ZrH w - 11 111111 111111-TI-Lhwi ' 17 1 17 17 MLE tj 11 111111 11 IT 11 "k QW cnW z (n 111 11 IIITII 11111 o- zo 2-2"x 4"TOP PLATE I I I I I I I I I I T I I I I O v Uj w 0 FLOOR JOISTS AS PER PLAN 11 111111 11 ITII IIITII 111 -d' U J GREAT ROOM I 111 111111 111111 11 IT 11 11 2"x 4"STUDS 16"OC 11'-0"CEILING HEIGHT II IT 11 1111 1 11111 11 IT 11 11 IT 11 11 1/2"PLYWOOD SHEATHING VAPOR BARRIER __wI== IIITII 11 ITI1 111 11 1111 11 3/8"SHELTER WRAP E.P.S.BOARD R-15 INSULA ON W/ 111111 111111 IIITII 11111 CEDAR SIDING(AS SELECTED BY OWNER) - N LATION W/ 111 111111 IIITII III 1/2"GYPSUM OARD. __�I�1"GY_ UM BOARD. 0 J o 00 - - J z 314"SUB FLOOR GLUED AND NAILED o t\ 2"x 4"SILL ------- 0 SILL SEALER Q 0 �I TERMITE SHIELD GRADE ., R-30 INSULATION R-30 INSULATION Ld D O ^II ANCHOR BOLTS SEE DETAIL SHEET 2 z.l V FLOOR JOISTS AS PER PLAN I 14 ` .. 4 ••� • .;�•1: : • ; j: .1;:'e.. : .1 I. (n W — 8 FOUNDATION WALLJ. :. : .. �' ':.. ..;': 8 X 16 CONC. FOOTING W/274 KEY .° W AREA OF EXISTING U Z w Z 2"STRATCH COAT SLAB ON UNDISTURBED BASE FOUNDATION TO BE UNDER-PINNED FI NAL Iii AP' �' � z 0 = = w N 8"x 16"C.M.U. PIER W/24"X 24"X 12"FOOTING SEE DETAILS ON SHEET 11 a W O W Q GIRDER AS PER PLAN REVIEWED BY ZBA z U � Q ~ 00 SEE DECISION ## Z DWG NO D �S�ECT�10N�VIE�W DATED c3. # � #�� SHEET 10) -011 1 TYPICAL TJI FRAMING DETAILS WOOID I-JOIST LEAVE 1/16"-3/16"GAP, FOUNDATION UNDERPINNING - GENERAL NOTES DOUBLEHEADER SEE MANUFACTURER'S BACKER BLOCK RECOMMENDATIONS METAL JOIST INSTALLED TIGHT HANGER TTO OP BOTTOM FLANGE NAIL TO JOIST WEB _ FILLER BLOCK FROM EACH 2"t 1 i i ALL EXCAVATION SHALL BE DONE BY HAND WOOID I-JOIST SIDE E0. ONLY NO EXCEPTIONS I � E0. I I I 1 0 2"1 I I I I ° I I ( TIGHT FIT ° PROVIDE PLYWOOD I ( ° I I SHEETING IN PIT. EB STIFFENER EACH SIDE; MAY BE REQUIRED I FOR JOIST STABILITY, FILLER PANEL, WEB STIFFENER 2 I I I HANGER COMPATIBILITY, IF NECESSARY ° I i I OR JOIST REACTION) LEAVE 1/16"-3/16"GAP, I I WOOD I-JOIST SEE MANUFACTURER'S I I I RECOMMENDATIONS I I I EXISTING FOUNDATION I i I TO REMAIN 3 I I I BEARING WALL BELOW I I CUT BACK ANY I DETAIL BEARING WALL ABOVE ACCESS PIT I i PROPOSED 1 2„ EXISTING EXTENSIONS. L 2"MIN.DRY PACK I I EXCAVATION—\ I , WOOD I—JOIST CONNECTION N.T.S. DEPTH ------- I I HIGH STRENGTH NON-SHRINK GROUT TO WOOD I—JOIST HDR. DETAIL UNDERPINNING PIT HIGH-STRENGTH NON L LIJ AND WIDTH OF FOOTING SHRINK GROUT - ' #4 REBAR @ 20"O.C. ZS, DETAIL EXTEND SLAB TO EXIST. EACH WAY. WALL OR UNDERPINNING ; : 13- WEB STIFFENER DETAILS• N.T.S. NOTE! WHERE WALL DOES NOT UNDERPINNING 0 -- •:, WOOD I-JOIST OCCUR. UNDERPINNING WORK SHALL BE PERFORMED BY WIDTH OF DOUBLE-HEADER A QUALIFIED MASON CONTRACTOR 5. THE NEW FOOTINGS SHALL BE JOINED TOGETHER WITH#5 REBAR DOWELS _ •'•' ' WOOD I-JOIST AS RIM z O @ 12"VERTICALLY FOR UNDERPINNING DEPTHS OVER 36" _ UNDERPINNING SOLID WOOD JOIST, NAILED TO TOP PLATE Z :., : BLOCK FILLER BELOW W/8d NAILS 6"O.C. W U 1. AN"ACCESS PIT"APPROXIMATELY 4 FEET SQUARE SHALL BE °� EQUAL TO WIDTH OF PROVIDE ACCESS FOR MEN TO GET 6. AS INDICATED IN THE ILLUSTRATION(B}ABOVE AND ON THE —I I •.' WALL FOOTING ABOVE. BACKER BLOCK INSTALLED EXCAVATED TO ADEPTH TOP ° TIGHT'TO BOTTOM OF N AS ILLUSTRATED IN A. PLANS,LOCATIONS(1)AND(2)CAN BE EXCAVATED SIMULTANEOUSLY. _ UNDER THE FOOTING { } Q Z WEB STIFFENER EACH SIDE n- O TOP FILANGE. W U 7. WHEN THE CONCRETE HAS GAINED SUFFICIENT STRENGTH IN LOCATIONS(1) —� I I VIRGIN UNDISTURBED SOIL IF NECESSARY. 2. EXCAVATION IS THEN CONTINUED IN AN UNDERPINNING PIT AND{2},INTERMEDIATE LOCATIONS LOCATED AT{3}CAN BE EXCAVATED DIRECTLY UNDER THE WALL AS ILLUSTRATED IN(C). ° O of AND CONCRETE PLACED. Z of 3. THE MAXIMUM EXCAVATED SPAN UNDER ANY SECTION OF FOOTING ° 8. THE SPACES REMAINING SHALL NOW BE FILLED IN. Ld SHALL BE NO MORE THAN 4 FEET. BY HAND AND COMPACTED TO 95%DENSITY DETAIL "A" ° m O 4. AS SOON AS PRACTICAL,CONCRETE HAVING A 28 DAY MINIMIUM 9.TOP OF UNDERPINNING OF WOOD STAIR COMPRESSIVE STRENGTH OF 3500 PSI.AIR ENTRAINED.SHALL BE PLACED UNDER NEW FOOTING OR SLAB SHALL STOP 1"-2"CLEAR FOR CARRIAGE METAL FRAMING ANCHOR WOOD I-JOIST FO OO UNDER EXISTING FOOTING SEE NOTE 9 NON-SHRINK HIGH STRENGTH GROUT.SEE ILLUSTRATION (D) TYPICAL UNDERPINNING SECTION SCALE:3/8"=I'-O" AT EACH SIDE. W W BEARING WALL BELOW (_ cn DETAIL N STAIR CARRIAGE DETAIL N.T.S. o 00 00 L 00 o) DETAIL Of " " RIM JOIST DETAIL N.T.S. SEAL ?,ED ARC ti N.K. TF 3/4"SUB FLOOR GLUED AND SCREWED. � Q � WOOD I-JOIST * II 9� 0294 yo) F OF NEW ROOF 4"0 VENT THROUGH ROOFrh h 4"0 VENT THROUGH ROOF rh I fi 4"0 VENT THG�OUGH ROOF I i i I WATER SUPPLY&DISTRIBUTION NOTE: 1 j 1.SERVICE]FOR NEW BATHROOM'S WILL BE TAKEN j i I i I FROM THE EXISTING WATER SERVICE, I I I I 4"STACK I 2.WATER DISTRIBUTION PIPING&FITTING SHALL COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER d' 00 I I I DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 SOLID BLOCKING. 00 M - PIPE FITTIINGS,FOR MATERIALS. 0.��.�� to r p 2„ I 2„ 2„ -----1 2„ 2„ 1 2„ 1 2„ I 2„1 �\ �� r I i w ------- -------�------T------r------I r-------T- t------,-------1 r------T------r------1 I F---- 7------T--I----1 .\ ���P� N 00 w I 1 d- 00 j 1 1/2" j 11 1/2" 1 1/2" 1 1/2" 1 1/2" j 11 1/2' j 1 1/2" 1 1/2" 1 1/2" j 11 1/2" 1 1/2" 1 11/2" 1 1/2" 1/2" 1 N 00 7- W.C. W.C. LAV LAV W.C. LAV lav j W.C. LAV I LAV W.C. I I TUB SHOWER 2„ SHOWER 1 2" 2" SHOWER 2„ I 2„ SHOWER MATERDiRAIN,WASTE&VENT NOTE: 2!!S6 DETAIL I� I I I l I I 1 LS FOR DRAIN,WASTE&VENT SHALL I I 2 I I 1 I I COMPLY WITH TABLE P3002.1 DRAIN,WASTE& 2ND FLOOR i 1 TABLE P31111.3 SIZE OF COMBINATION WASTE& WEB STIFFENER DETAILS N.T.S. I VENT PIPE. Y C.O. 2,. 2„ C.O. 21 2„ i 2„ 2„ I }Q 0 i z 3 w ow = z Z 4"STACK V) Lj 2" --2"-- 2"0 VENT `✓� ------- ,--- ---� ---- ----- T---------� �----- O = Lj 1 1/2" i 11 1/2" 11/2" 1 1/2" 1 1/2" 11/2" 1 1 1/2" 1 1/2" 00 U W F- 0 LAV LAV KITCHEN KITCHEN Z W.C. U I � 04 J I D.W. WASHER SHOWER2° 2"FI ri 2" 2" I 1 ST FLOOR C.O. 142" 211 2„ C.O. F.A..1. z 0 O J m I a- 0 TO APPROVED SANITARY w D SEPTIC SYSTEM. Q 0 elf w C.O. I 0 0 w l l 4" 0C.I. � w No 4"C.I.House"Trap In z Pit W/St1 Covler F— (J) o w � W 0co O w � � \ FINAL MAP w z O = _ `f RISER DIAGRAM REVIEWED BY ZBA Oww00UJ w 0 CO SEE DECISION # ►2Z DWG NO DATED CZ/� /_�zp� d 11 • - 1 ICE SHIELD: A 2 LAYERS OF UNDERLAYMENTS CEMENTED TOGETHER OR SELF-ADHERING POLYMER I ASS PER MANUFACTURES SPECS. ERIDGE VENT.INSTALL MODIFIED BITUMEN SHEET. i ROOF SHINGLES I 1"AIR SPACE #15 FELT PAPER —ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. 1"x 2"BLOCKING. I STRAP(TYP.)WITH(6)8d 112"CDX PLYWOOD PLYWOOD SHEATHING. COMMON NAILS IN EACH END OF STRAP. I I #15 FELT PAPER • I 11/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH • END OF STRAP. I SIMPSON 24"MIN. L H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ADDED TO ROOF RAFTER WHEN ALL FASTENERS SHALL BE INSTALLED WITH STRICT STRAP(TYP.)WITH(4)8d CATHEDRAL CEILINGS CONDITION VALLEY FLASHING COMMON NAILS IN EACH ACCORDANCE WI MANUFACTURER SPECIFICATIONS EXISTS ALL FASTENERS SHALL BE INSTALLED WITH STRICT END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR VI DETAIL "A" DETAIL "B„ BY SIMPSON OR APPROVED EQUAL. AS,, DETAIL "C" DETAIL "D" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. H R.905.27.1 W IL w O LL_ III— w w 0 F U Q ACQ FLOOR JOISTS 518"TYPE "X" GYPSUM BOARD w o DECKING 4"X 4" POST W/ c� DECO COL. 518"TYPE"X" GYPSUM BOARD 1'-4" 3" Z cy- 3-10d COMMON 6-8d COMMION NAILS o Ld - P.B. 66 POST BASE BY SIMPSON 2"x 4" FRAMED WALL. (TYPICAL) m o 0 0 4"x 4" POST ANCHORED ON R-15 MINERAL FIBER INSULATION STRAPING FOUNDATION WALL BETWEEN HEATED & NON-HEATED THOUGH BOLTS 1'4" SPACES. HEADER Ln (n 6-8d COMMION STEEL PLATE 00 4"x 4" POST W/ Z 00 DECO COL. ALL FASTENERS SHALL BE INSTALLED WITH STRICT GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT Li) 00 v) ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE WI MANUFACTURER SPECIFICATIONS ACCORDANCE W/MANUFACTURER SPECIFICATIONS w (V CV ACCORDANCE W/MANUFACTURER SPECIFICATIONS SEAL DETAIL "E" DETAIL "F" DETAIL "G" DETAIL "H" ���ED ARCy ��5 J��N.K. THEADER M STEEL PLATE Fti i j, �L F PORCH POST TO HEADER DETAIL N.T.S. BALCONY POST TO FOOTING DETAIL N.T.S. FIRE SEPARATION @ GARAGE WALL N.T.S. DETA 1/2'=l'I ck: Q 1 HOUR RATED UL Design No.U333 cv N k- 9� 4 F OF NEW SHEATHING 4"x 4" POST W/ o SIDING FLASHING 6"WALL(TYPICAL) 2"x6" DECKING DECO COL. ,t m CONTINUOS VENT 4 X 4POST W/ 00 " " r i 2"X 6" DECKING 6-8d COMMION NAILS DECO COL. a WOOD NAILER W/ 112" STRAPING 000o N 00 W BACK-FLASHING 1r2 1 1/4"AIR SPACE LAG BOLTS @ 24"O.C. 1/2"MIN. BLANKET INSULATION 6-8d COMMION NAILS " 3/4"AIR SPACE r HEADER 3-10d COMMON NAILS P.B. 66 POST BASE BY SIMPSON M to co rn ROOF RAFTER 4"X 4" POST 3/4"0 LAG BOLTS TOP 6"x 6" POST ANCHORED ON L Y BOTTOM @ 24"O.C.MAINTAIN FLOOR JTS. W/ Y 2"EDGE END DISTANCES. TECO'S FOUNDATION WALL o Q ��,. o 6"WALL(TYPICAL) fzo- Z w z z nor PRE-MOLDEh 'Ole m Z N EXPANS ONDJOINT. C)AR�O�gPQ < W Z Ln N0 N a =) Zo m " n n o � Ww 4- 'IK" n DETAIL "J" DETAIL K n DETAIL L DETAIL M 0 U U N Z BALCONY TO DWELLING DETAIL BALCONY HEADER TO POST DETAIL N.T.S. BALCONY POST TO FOOTING DETAIL N.T.S. 'J ROOF VENTILATION N.T.S. N.T.S. ROOF RAFTERS to 3-10d COMMON O J ° 0 0 n 0 Q Ld O U � z STRAPING � o � ^il 6-8d COMMIONO cy (n u 6" x 6" POST W/ O L CO `— DECO COL. w ALL FASTENERS SHALL BE INSTALLED WITH STRICT I I V AL /�i� W z O = _ ACCORDANCE W/MANUFACTURER SPECIFICATIONSLu ° D XW~ oN REVIEWED BY ZBA W z L) :2 Q �— I DETAIL "N„ SEE DEDiSION # Z DWG NO DATED 1�L 1� POST TO HEADER DETAIL N.T.S. 1 8cl@ 6"cc toed in L a Ong braced wall Roof Sheathing Attachment Requirements for Wind Loads - Exposure B TOP PLATE 6" Three Sel(mph) (est wkd 90 100 110 120 130 0Speed 8d COMMON NAILS STRUCTURAL SHEATHING @ 6"O.C.ON EDGES I I I I I I ONLY li�l ��-il E F E F E F E F E F 1/2" MIN. STRUCTURAL TOP PLATE II II II II WOOD PANEL = 8d COMMON NAILS �� Sheathing Location: (inches o Truss spacing Maximum 10d Booz Nap In� Common Nails @ 12"O.C.ON 6" 12 6 12 6 12 5 12 6 12 6 12 AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION FIELD ONLY 0 Interior Zone 16 6 12 6 12 6 12 6 12 8 12 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 1 19.2 8 12 6 12 6 12 6 6 8 12 16 d COMMON NAILS @ 16"O.C. W/ 5/ DIAM.ATR(ALL THREADED PLATES 8d COMMON @ 6"OC ALONG 8 SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 24 6 12 6 12 8 6 5 6 6 12 ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP SILL PLATE •�• . OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 12 6 12 6 12 6 12' 6 12 6 12' • • MIN.. USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL Perimeter Edge 18 6 12 6 12' 6 12' 6 8 8 6 ANCHOR BOLTS • • HIGH STRENGTH EPDXY ADHESIVE r • • TO SECURE ANCHOR, DRILL Y4"10 Zone 19.2 6 12' 6 12' 6 6 6 6 6' 6" 3-16d@16"oc DIAM.HOLE FOR EPDXY. FOLLOW 8 12 8 8 8 8 8 8 8 6 along brace wall BRACED WALL PANEL CONNECTION a a s a a s ' MANUFACTURER'S INSTRUCTIONS. 24 Is Endwall Rake or Rake Truss w/ Lookout Mock 6' 6' 6' 6' 6a 6a 4 4 4 4• TO PERPENDICULAR RAFTER. Is Endwall Rake or Rake Truss W/o Rake Owril 6 B 6 6 e 6 6 6 6a 6a END SHEARWALL SLAB ON GRADE BOARD SHEATHING Rafter/Truss Spacing Minimum Number of 8d Common Naos Sheathing Size (Inchos, o,c,) or 10d Box Nails per Support H 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 L L 100 or Larger Sheathing 12-19.2 3 3 3 1 3 1 3 LU CL W O 8d(�6"cc toed in E-NAIL SPACING AT PANEL EDGES(in.) LL_ along braced wall F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) H 0 W GABLE END 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET Q 7jLG JTS ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. Q Z TOP PLATE 8d 6"oc toed in 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS SLY APPLICABLE FOR TWO STORY CONFIGURATIONS): a O 6" a ong braced wall FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL W� U 1/2" MIN. STRUCTURAL 3 8 d COMMON NAILS @ EA.END OF STRAP SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. G JTS FOR STRAP- 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS (9 WOOD PANEL 8d COMMON NAILS L L FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Z th @ 6"O.C.ON EDGES TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. o W ONLY 6 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS J FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL m O 8d COMMON NAILS o SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. @ 12"O.C.ON 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. OO OO 3-16d@16"oc En�` COMMON NAILSalong braced wall FIELD ONLY 12"O.C.ON W W AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY N FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 58 "DIAM.ATR(ALL THREADED [81COMMONNAILSFOR C OF EA.PLATET( PLATFORM BELOW- ROD)ANCHOR, EMBEDMENTLENGTHd COMMON NAILS @ 16"O.C. 6"O.C.ON EDGES co OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc NLY Z 00 T_ FLOOR JOIST along RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B o MIN.. USE SIMPSON SET EPDXY-TIE g braced wall UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B 1 � DoW Load Asws�lithm Roof Assembly a-10 pd SILL PLATE ••' HIGH STRENGTH EPDXY ADHESIVE 8d 6"cc toed in AT STUD TO FLOIORASSEMBLYTO STUD CONNECTION @ 16"O.C. (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) > 1 1 • �S.• t•. TO SECURE ANCHOR, DRILL 3�4 arong braced wall (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): Dead Lood Assunp m Roof/Cslkq Assembly OL-15 psf 04 (V • DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST TFilifE SET 010 GUST MIND 90 100 110 130 90 100 110 130 ANCHOR BOLTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP ow (mph) WU SE00 OUST VW MANUFACTURER'S INSTRUCTIONS. L L SPEID (mph) PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 100 110 120 130 POURED CONCRETE/ ROOF Pi1CN WIF01,a Nunber of 6d Common Nal'or 10d Box Nab R iced t SEAL MASONRY (sJ h each wb of 1 k x 2D gogs sircp 1,23,4,5,& equ Capacity of Ridge Connection (plf) 1,2,3,4 rsw1110vm o soo►s� Nan�bw of Ed Common Nab or 10d Baa Nab `\��ED ARC 6" 12 1 2 2 3 94 133 176 224 tea In such wA of 1 X*x 20 gags stop IIJA4 ���' �.N K TFy FOUNDATION o16 2 2 2 4 126 178 235 298 12 1 2 2 2 Q:1 Fn, CMMON NP,ILS 20 2 2 3 4 157 222 294 373 16 1 2 2 3 j, 11 12"O.C.0 3:12 24 2 3 3 5 189 267 353 447 20 2 2 2 3 END S H EARWALL O N FOUNDATION 1/2"MIN.STRUCTURAL FIELD ONLY 28 2 3 4 6 220 311 412 522 12 24 2 2 3 3 WOOD PANEL 32 3 3 4 7 252 356 471 597 28 2 2 3 47 j = [81 COMMON NAILS 36 3 4 5 7 283 400 529 671 32 2 3 3 4 9 02 9 Q�WALL 6"O.C.ON)EDGES 12 1 1 2 2 79 111 145 183 36 2 3 3 4 �F16 1 2 2 3 106 147 193 244 12 2 2 2 OF NEw NLY 20 2 2 2 4 132 184 242 305 16 2 2 3 ( 3 ) 3-16d@16"oc 4:12 24 2 2 3 4 158 221 290 366 20 2 2 3 along braced wall 28 2 3 3 5 185 258 338 427 16 24 2 3 3 4 32 2 3 4 5 211 295 387 488 28 2 3 4 5 36 2 3 4 6 238 332 435 549 32 2 3 4 5 AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 12 1 1 1 2 62 87 114 144 36 3 4 4 6 I- FLOOR JOIST (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): 16 1 1 2 2 83 115 152 192 12 2 2 3 3 20 1 2 2 3 103 144 190 239 16 2 2 3 4 d- 00 00 SILL PLATE • ;• oil •, s '1FOR STRAP- 3 8d COMMON NAILS @ EA.END OF STRAP 5:12 24 2 2 2 3 124 173 228 287 20 2 3 4 4 r� 28 2 2 3 4 144 202 265 335 19.2 24 2 3 4 5 M o :s•• �••y•.•• .. :>t�• j••N PLATFORM BELOW- 1 1f d COMMON NAILS @ 16"O.C. 32 2 2 3 4 165 231 303 383 28 3 3 4 5 Nap Y ANCHOR BOLTS • •• ; • ,, ' •• ; • ,, 36 2 3 3 5 186 260 341 431 32 3 4 5 6 Cq 00 8d @ 6"oc toed in ow along braced wall 12 1 1 1 2 57 79 103 130 36 3 4 5 7 N o' v LG JTS POURED CONCRETE/ 16 1 1 2 2 76 106 138 173 12 2 3 3 4 20 1 2 2 3 95 132 172 216 16 2 3 4 5 � to (0 MASONRY 6:12 24 1 2 2 3 115 158 207 260 20 3 3 4 5 TOP PLATE FOUNDATION 28 2 2 2 4 134 185 241 303 24 24 3 4 5 6 rn 6" 32 2 2 3 4 153211 276 346 28 3 4 5 7 2 STORY BRACED WALL PANEL 2 2 3 4 172 237 310 389 32 3 5 6 7 12 Y 12 1 1 1 57 97 36 4 5 6 8 16 1 1 2 2 75 100 0 130 O 20 1 2 2 94 125 162 C� O 3 >_ 7:12-12.12 24 1 2 2 3 113 150 194 243 1. Prescriptive limits are based on assumptions of Table 3.4 28 2 2 2 3 132 175 227 284 ocated in Exposure B.. Tabulated uplift connection requirements assume a building Z 3 0 w 32 2 2 3 4 151 200 259 324 o w = Z Wall Sheathing and CladdingAttachment Requirements 36 2 2 3 4 170 225 292 365 . Tabulated uplift connection requirements assume a roof and CL Z w q eilin assembly dead load of 9 sf 0.60 x 1 sf = 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not 9 Y p ( 5p 9psf). If a AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. for Wind Loa d s - Ex p osu re B located within 8 feet of building corners. ailing assembly is not present or if the ceiling assembly is not Q � )- (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): 2. Tabulated ridge connection loads assume a buiding located in Exposure B. onnected to the roof assembly, the tabulated number of nails cn w Z 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead shall be Increased by 1 nal at each end of the strap. Q N FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP n"ss Sa0nd curt MW 90 100 110 120 1 load 0.6x1 s . Minimum ASTM A653 Grade 33 steel strap. Z O = 8d 6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE A @ C OF EA.PLeTE TO SPOW(nil arong braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 4. Tabulated connection requirements are based on a 12 ' ridge strap spacing, for different ridge O U w W STRUCTURAL SHEATHING strap spacings, multiply the tabulated values by the appropriate multiplier below. O F- Lo o FLOOR JOIST Ridge Connection Spacing(in.) 12 16 19.2 24 48 � U cV J SIMPSON HOLDDOWN W/ 5/ E F E F E F E F E F Multiplier 1.00 1.33 1.60 2.00 4.00 8 "DIAM. 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing Stud Spa In Maximum Nag Spacing for 8d Common Nails 6„ ATR(ALL THREADED ROD) Sheathing Location (inches, o.c or 10d Box Nails (Inches, o.c.)• is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required. 0 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of p? 12 a 12 a 12 a 12 a 12 6 12 the collar tie need not exceed the tabulated number of Sol nails in a steel strop, or the number r , 8d COMMON NAILS of 12d box nals in each end of the collar tie need not exceed the taulated number of 10d box @ 6"O.C.ON EDGES Interior Zone 16 6 12 6 12 6 12 6 12 6 12 nails in a steel strap. n 1/2"MIN. STRUCTURAL 7. V 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. ONLY 24 8 12 6 12 8 12 8 6 6 12' ,G` a O J O O WOOD PANEL 8d COMMON NAILS '`rte;;/ ; _ @ 12"O.C.ON 12 6 12 6 12 8 12 6 12 6 12 ::+ ISS 0 o r__FIELD ONLY 4" EDGE ZONE 6 12 6 12 6 12 6 12 8 12 18 Q U O along b6a 1 wall SIMPSON HOLDDOWN W/ 58 "DIAM. 24 6 12 6 12 6 12 6 Ve 6 le Z w I ATR(ALL THREADED ROD) OLIJ ANCHOR, EMBEDMENT LENGTH OF BOARD SHEATHING or LAP SIDING 0 (n w " ANCHOR IN CONCRETE IS 10"MIN.. z0 _j FLOOR JOIST Rafter/Truss Spacing (n Lv Q USE SIMPSON SET EPDXY-TIE HIGH Sheathin Size Minimum Number of 8d Common Nails or 10d (n v 9 (inches,o.c.) � ••' STRENGTH EPDXY ADHESIVE TO Box Nails per Support 0 LTJ SILL PLATE . . .� • �i.• ••...,' SECURE ANCHOR, DRILL 4"DIAM. 2 2 2 2 2 �- 3 1x6 or 1x8 Sheathing 12-24 ANCHOR BOLTS • • HOLE FOR EPDXY. FOLLOW I 1x10 or Larger Sheathing 12-24 3 J 3 1 3 1 3 3 j Z w z MANUFACTURER'S INSTRUCTIONS. FINAL MAP w AS REQUIRED E-Nail spacing at panel edges(in.) -� Z 0 = = w N POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.) 0Ld J 0 0 W 1.-MASONRY 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment REVIEWED BY Z BA n- Z U Q ~ o requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members SEE DECISION if./�• "7 1 ZZ DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DATED � /�_ / �.O ( to 6 inches o.c. 1 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. 2 STORY END WALL S H EA RWA L L a 4. Tabulated nail spacing assumes a building located in Exposure B. 1 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1) TABLE R602.3(1) - continued FASTENING SCHEDULE FASTENING SCHEDULE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND 2015 IRC ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION INTERNATIONAL RESIDENTIAL CODE ROOF 14 Blocking between ceiling joists or rafters 16d common (3112"x 0.162") 16"o.c.face nail TABLE R602.10.3(1) to top plate 16d box(3112"x 0.135");or12"o.c.face nail BRACING REQUIREMENTS BASED ON WIND SPEED or) 1 Blocking between ceiling joists or rafters to top 3-8d common(2112"x 4-8d box(2112"x 0.113"")or"):or Toe nail 3"x 0.131"nails EXPOSURE CATEGORY B 3-16d box(31/2"x 0.135") ;or 3 each 16"o.c.face nail MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS plate 3-10d box(3"x 0.128"):or 15 Bottom plate r joist,rim joist,band joist or 30- FOOT MEAN ROOF HIEGHT 3-3"x 0.131"nails blocking(at brace wall panel) 2-3"x16d common(31/2"x 0.162");or 2 each 16"o.c.face nail 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL UNE 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(21/2"x 0.113")or 2 BRACED WALL LINES 2 Ceilingjoists to to late Perjoist,Toe nail 1 P P 3-8d common(21/2"x 0.131"):or f 4-8d box(2112"x 0.113");or ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS 3-10d box(3"x 0.128"):or 3-16d box(3112"x 0.135");or WIND SPEED SPACING b DWB, W7 ,SFB, 3-3"x 0.131"nails 4-8d common(2112"x 0.131");or Toe nail (MPH) STORY LOCATION (FEET) METHOD LIB METHOD GB PBS, PCP, HPS, CS-WSP,CS-G, 4-10d box(3"x 0.128");or BV-WSP, ABW, PFH, CS-PF 3 Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128");or Face nail 16 Top or bottom plate to stud 4-3"x 0.131"nails PFG CS-SFB C over partitions[see Sections R802.3.1,R802.32 3-16d common(31/2"x 0.162"0;or and Table R802.5.1(9)] 4-3"x 0.131"nails 3-16d box(3 1/2"x 0.135");or 2-16d common(31/2"x 0.162");or End nail 10 4.0 4.0 2.5 2.0 Ceiling joist not attached to parallel rafter 3-10d box(3"x 0.128");or 20 7.0 7.0 4.0 3.5 4 3-3"x 0.131"nails (heel joint)(see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail and Table R802.5.1(9)] 17 Top box(3"x 0.128");or 40 13.5 13.5 8.0 6.5 17 Top plates,laps at corner s and 2-116d common(3112"x 0.162");or Face nail intersections 3-3"x 0.131"nails 50 16.5 16.5 9.5 8.0 5 Collar tie to rafter,face nail or 11/4"x 20 ga. 4.10d box(3"x 0.128");or ace nail each h rafter 60 19.5 19.5 11.5 9.5 ridge strap to rafter 3-10d common(3'x 0.148");or 4-3"x 0.131"nails18 1"brace to each stud and plate 3-8d box(2112"x 0.113");or Face nail 2-8d common(2112"x 0.131"); or 10 7.5 7.5 4.5 3.5 3-16d box nails (31/2"x 0.1135");or 2-10d box(3"x 0.128");or S 120 6 Rafter or roof truss to plate 2 toe nails on one side and 1 toe nail 2 staples 1314" 20 14.0 14.0 8.0 7.0 3-10d common nails (3"x 0.148");or P 4-10d box(3"x 0.128"); or on opposite side of each rafter or 30 20.0 20.0 11.5 9.5 4-3"x 0.131"nails truss 19 1"x 6"sheathing to each bearing 3-8d box(2112"x 0.113");or 40 25.5 25.5 15.0 12.5 4-16d (31/2"x 0.135");or 2-8d common(2112"x 0.131"); or Face nail 50 31.5 31.5 18.0 15.5 Toe nail 2-10d box 3"x 0.128" ;or 3-10d common(3112"x 0.1148"); or ( ) 60 37.5 37.5 21.5 18.5 M 4-10d box(3"x 0.128"); or 2 staples,/"crown,16 ga.,13/4"long 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 3-8d box(2112"x 0.113");or It roof rafter to minimum 2"ridge beam 3-16d box(3112"x 0.135") ;or End nail 3-8d common(2112"x 0.131"); or 10 NP 11.0 6.5 5.5 W 2-16d common(3112"x 0.162");or 3-10d box(3"x 0.128");or 20 NP 20.5 11.5 10.0 3-10d box(3"x 0.128"); or 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 314"long Face nail 3-3"x 0.131"nails 30 NP 29.0 17.0 14.5 O Wider than 1"x8" 40 NP 38.0 22.0 18.5 W WALL 4-8d box(2112"x 0.113); or 50 NP 47.0 27.0 23.0 F' 0 3-8d common(21/2"x 0.131") ;or Z F- 16d common 3112"x 0.162" 60 NP 55.5 32.0 27.0 W 8 Stud to stud(not at braced wall panels) ( ) 24"o.c.face nail 3-10d box(3"x 0.128");or Q Od box "x 8" 1"crown,16 ga.,13/4"long � 3"x 0.131"nails 16"o.c.face nail 16d box(31/2"x 0.135");or " FLOOR 10 4.5 4.5 2.5 2.5 a 9 Stud to stud and abutting stud at intersecting O 12 o.c.face nail wall comers(at braced wall panels) 3"x 0.131"nails 4 8d box 21/2"x 0.113; or 20 8.5 8.5 5.0 4.0 WW 16d common 31/2"x 0.162" 16"o.c.face nail ( ) ( ) 3-8d common(21/2"x 0.131") ;or 30 12.0 12.0 7.0 7. 21 Joist to sill,top plate or girder ( ) Toe nail 40 15.5 15.5 9.0 7.5 Z � 16d common 3112"x 0.162" 16"o.c.each edge face nail 3-10d box 3"x 0.128" ;or 10 Built-up header(2"to 2"header with 1/2"spacer) 3-3"x 0.131"nails 50 19.5 19.5 11.0 9.5 E W 12"o.c.each edge face nail .I 16d box(3112"x 0.135") 60 23.0 23.0 13.0 11.0 8d box(2112"x 0.113") 4"o.c.toe nail 5-8d box(2112"x 0.113");or m O 11 Continuous header to stud toe nail 4-8d common(21/2"x 0.131"); or 22 Rim joist,band joist or blocking to sill or 8d common(2112"x 0.131");or 10 8.5 8.5 5.0 4.5 O O 4-10d box(3"x 0.128") top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 20 16.0 16.0 9.5 8"0 E' F- 3"x 0.131"nails S 130 12 To late to to late 16d common(31/2"x 0.162") 16"o.c.face nail 30 23.0 23.0 13.5 11.5 P P P P - 3-8d box (2112"x 0.113");or W W 10d box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or face nail 40 30.0 30.0 17.5 15.0 N (_ 3"x 0.131"nails 3-10d box(3"x 0.128");or 50 37.0 37.0 21.5 18.0 Double top plate splice for SDCs A-D2 with 8-16d common(31/2"x 0.162");or 2 staples,1"crown,16 ga.,13/4"long 60 44.0 44.0 25.0 21.5 seismic braced wall line spacing<25' 12-16d box(3112"x 0.135");or face nail on each side of end joint 12-10d box(3"x 0.128");or (minimum 24"lap splice length each 3-16d box 3112"x 0.135" ;or Blind and face nail rn 00 00 13 12-3"x 0.131"nails side of end joint 24 2"subfloor to joist or girder ( ) 10 NP 13.0 7.5 6.5 z r-joint) 2-16d common(31/2"x 0.162') o Double top plate splice SDCs D0,D1,or D2; 20 NP 24.0 13.5 11.5 co 010 pi 12 16d(3112 x 0135") 30 NP 34.5 19.5 17.0 w and braced wall line spacing>25' N CV 25 2"planks(plank&beam-floor&roof) 3-16d box(3112"x 0.135");or At each bearing,face nail 40 NP 44.5 25.5 22.0 2-16d common(31/2"x 0.162") 50 NP 55.0 31.5 26.5 3-16d common (3112"x 0.162") 60 NP 65.0 37.5 31.5 SEAL 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail I I I I E D A R� 4.3"x 0.131"nails;or \c�� N.K. TF 4-3"x 14 ga.staples,7116"crown J� y 20d common(4"x 0.192");or Nail each layer as follows:32"o,c. ?o at top and bottom and staggered. * o 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides CP layers And: 2-20d common(4"x 0.192");or Face nail at ends and at each 02 4 3-10d box(3"x 0.128");or splice F OF N E'� 3-3"x 0.131"nails 4-16d box (3112"x 0.135");or 28 Ledger strip supporting joists or rafters 3-16d common(3112"x 0.162");or At each joist or rafter,face naill 4-10d box(3"x 0.128");or 4-3"x 0.131"nails 2015 IRC 29 Bridging to joist 2-10d(3"x0.128") Each end,toe nail INTERNATIONAL RESIDENTIAL CODE Id- 00 00 TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Z �� N 00 N 00 _ MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN NOMINAL PANEL NAIL SPACING WIND SPEED V ultSTRUCTURAL PANEL MAXIMUM WALL (mph) Lr M M SIZE PENETRATION PANEL S AN THICKNESS SUDS ACING EDGES FIELD win exposure category ���Jp� �ngR/, ' � (INCHES) RATING ( C ) (INCHES) 0) (INCHES O.C.) (INCHES O.C.) B C D �dPp�� 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 Y (2.0"x 0.113") SPLICING OF TOP PLATE r < '� TOP PLATE SPLICE LENGTH 8d COMMON 16 6 12 170 140 135 1.75 24/16 7/16" = 3 (2.5"x 0.131") Z 3 O W TOP PLATE SPLICE TOP PLATE SPLICE 24 6 12 140 115 110 o w = z REQUIREMENTS REQUIREMENTS tZ z FOR WIND-EXPOSURES B&C FOR WIND-EXPOSURES B&C V) ONE STORY SLAB ON GRADE ALL OTHER CASES FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. Q W t-- A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with (n W Z N BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE panel strength axis perpendicular to supports. Q 0 V) Z) DIMENSION(ft.) LENGTH(ft.) DIMENSION(ft.) LENGTH (ft.) B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in Z 0 Z accordance with Section R602.10. tij w „ , „ , „ , „ C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. Q 121-011 31-011 121-011 21-011 or 24 o.c shall be permitted as an alternate to panel with a 24116 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 000 n N Z 16-011 41-01' 161-011 31-011 more than 16 inches on center. It 0 J _ 20'-0" 5'-0" 20'-0" 4'-0" 24'-0" 6'-0" 24'-0" 4'-0" 2015 I R C INTERNATIONAL RESIDENTIAL CODE ro 28'-0" 7'-0" 28'-0" 5'-0" TABLE R602.10.4 Z U 4- 32'-0" 8'-0" 32'-0" 6'-0" BRACING METHODS J m 1 TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATEContinuous Sheathing Method 0 o I- CONNECTIONS USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE 36-0 9-0 36-0 7-0 0 � CONNECTION CRITERIA Q W O LENGTHS, THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 11'-0" 40'-0" 8'-0" U METHOD, MATERIAL MINIMUM THICKNESS FIGURE fY PROVIDE AN EQUIVALENT NUMBER OF NAILS Fasteners Spacing }- W CD , ,, , ,, , ,, , ,, 50-0 13-0 50-0 o z „ , „ Exterior sheathing per 6"edges 12"field O 601-0" 161-01160-0 121-011I'- � C� UJ C S-W S P Table R602.3(3) 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN ;6= - < \ EXPOSURE B AND C 70'-0" 19'-0" 70'-0" 14'-0" 112" W Continuously sheathed w= O 0 4 M7 �� �� �� �� wood structural panel Interior sheathing per Varies by fastener � D r- 80-0 22-0 80-0 16-0 P '� � Table R602.3(1)or R602.3(2) � F- W U \ 3 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL - - - - - Z Z d W z 0 = = w N o W w 0 0 W � I FINAL MAP � z � � Q ~ ° 0000 REVIEWED BY ZBA DWG NO SEE DEDISION # )PZ 1 P A T E D 1 BLOCKING 0 ENDWALL APPENDIX J ANALYSIS GENERAL FASTENING SCHEDULE ALL WORK SHALL, C34PLY WITH SEC. AJ101, AJ102, AJ103, AJ104 AND AJ105 OF OF THE 2015 IRC. SEC. AJ101.2: CLASSIFICATION OF WORK - ALTERATION 2015 IECC RESIDENTIAL ENERGY EFFICIENCY CODE SEC. AJ101.3: MULTIPLE CATE3ORIES OF WORK - N/A RESIDENTIAL CODE 0 F NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY SEC. AJ102.1: GENERAL - PROPOSED WORK SHALL NOT CAUSE THE EXISTING STRUCTURE TO BE UNSAFE OR AFFECT MANDATORY REQUIREMENTS PERFORMANCE OF THE BUILDING; SHALL NOT CAUSE EXISTING MECHANICAL OR TABLE 8301.7 R3012.1.1 DESIGN CRITERIA, CONSTRUCTION IN REGIONS WHERE THE BASIC PLUMBING SYSTEM TO SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS PER CODE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS BECOME UNSAFE, HAZARDC US, INSANITARY OR OVERLOADED AND Sn1UL NOT MAKE THE SEC. R402.4: AIR LEAKAGE -SEE DETAIL SHT. 7. MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS WIND SPEEDS FROM FIGURE 8301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BUILDING ANY LESS C��'ff�I= SEC. 8402.5: M��FENESTRATION U FACTOR,�0.35 (VERT. FENESTRATION) STRUCTURAL MEMBER ALLOWABLE (177.1 kmlh)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. SEC. AJ102.2: REQUIREMENTS BY CATEGORY OF WORK - ALTERATION TO CONFORM WITH THE MAXIMFENESTRATION U-FACTOR, 0.55 (SKYLIGHTS) [REFER TO TABLE R301.5 OF THE RESIDENT] L CODE OF NEW YORK STATE] DEFLECTION REQUIREMENTS OF SEC. S/A (EXISTING) o.zs PJ501 AND TEE REQUIREMENTS FOR RENOVATIONS. SEC. 8403.1: HVAC CONTROLS - N/A (EXISTING) RAFTERS HAVING SLOPES GREATER THAN U180 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST SEC. AJ102.3: SMOKE DETECTORS - SMOKE DETECTORS TO BE PROVIDED AS PER SEC. 8314.1 SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - N/A (NO NEW HEAT PUMPS). USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TOAJ102.4: REPIAC EENT WIINDOWS - REPLACEMENT WINDOWS TO COMPLY WITH SEC. AJ102.4.1 SEC. R403.3.2: DUCT SEALING - N/A (MINOR DUCTWORK) AND PAPER ASSOCIATION(Al(AF7PA)-WOOD FRAME CONSTRUCTION RAFTERS ATTIC THRO GH AJ102.4.3 SEC. 8403.3.3: DUCT TESTING - N/A (MINOR DUCTidORK) EXTERIOR BALCONIES 60 psf 10 psf MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); SEC. AJ102.4.1: ENERGY EFFICIENCY - REPLACEMENT WINDOWS TO COMPLY WITH CHAPTER 11. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PIE NU 49 - NO BUILDING FRAMING CAVITIES TO INTERIOR WALLS AND PARITIONS H/180 SEC. AT102.4.2: SAFETY GLAZING - GLAZING IN HAZARDOUS LOCATICNS TO CUAPLY WITH SEC. R308. BE USED AS DUCTS OR PLENUMS. DECKS 40 psf 10 psf SEC. PJ102.4.3: EMERGENCY ESCAPE & RESCUE OPENINGS - EMERGENCY ESCAPE WINDOWS COMPLIANT. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM INSULATICN AROUND FLOORS AND PLASTERED CEILINGS U360 SEC. AT102.4.4: WIINDOW CONTROL DEVICES - WINDOW CY TIROL DEVICES CCMPLLANT. PIPS PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN BLOCKING 2 BAYS SEC. AJ102.5: FLOCD FrAZARD AREAS - NOT APPLICABLE (NOT IN A FLOOD ZONE). SEC. R403.5.1: HEATED WATER CIRCULATION & TEMPERATURE MIA.INN'I=C'E SYSTEMS - AUTOMATIC ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) p ALL OTHER STRUCTURAL MEMBERS U240 BACK 4'-0"O.C. SEC. AJ102.6: VII-M LINT ALTERNATIVES - PP APPLICABLE. CONIROI S 10 psf 10 psf @ SEC. &7102.7: (yI'I-ERER ALTERNATIVES - NOT APPLICABLE. ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) p p EXTERIOR WALLS WITH PLASTER OR SEC. AJ102.8: MORE RESTRICTIVE REQUIREMENTS - NOT APPLICABLE. TEMPERATURE SENSORS AMID PUMPS TO BE ACCESSIBLE. MANUAL CONTROLS TO BE 20 sf 10 psf STUCCO FINISH H1360 Y J SEC. &7102.9: FEATURES EXCEEDING NDE REQTJIRII�V'IS - NOT APPLICABLE. ACCESSIBLE. N. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITI� < SEC. R403.6: MECHANICAL VENTILATION - NO NEW TINGMECH - NEWNICAL EQUIPMVENTILENT a � SEC. AJ103.1: GISIFJtAL� - AS PER BUILDING OFFICIAL. SFS. 8403.7: EQUIPMENT SIZING & EFFICIENCY RATING - NEW FYATTPNENT SHALL HAVE AN 0240 SEC. AJ104.1: GENERAL, - NOT APPLICABLE. EFFICIENCY RATING SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES 0 SEC. AJ501.1: NEWLY CONSTRUCTED ELEMENTS - TO COMPLY WITH REQUIREMENT'S OF THIS NDE. EQUAL OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THIS SECOND FLOOR 2MLLJ SEC. AJS02.2: GENERAL - NO INCREASE IN EXTENT OF NON-CCUIPLIANC'E OR NON-CONFORMITY TO L(XATION. STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITR U120 0.$m THOSE REQUIREMENTS SEC. R403.8: SYSTEMS SERVING MULTIPLE SWELLING UNITS - NO MULTIPLE SWELLING UNITS. FLEXIBLE FINISHES THAT DID NOT PREVIOUSLY EXIST. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNC_W MELT AND ICE SYSTEMS PROVIDED. GUARDRAILS AND HANDRAILS 200 psf 10 psf EAB SEC. AJ501.3: EXTENSIVE ALTERATIONS - WORK AREA LESS THIN 51 OF DWELLING UNIT. SEC. R403.10: POOLS & IING20UDD PERMANENT SPA ENERGY CCNS[MPTION - TO CCNIPLY WITH SEC. SEC. AJ501.4: STRUCTURAL - STRUCTURAL WORK DOES NOT CREATE DANGEROUS CONDITIONS. R403.10.1 THROUGH 12 Ps BLOCKING 2 BAYS SEC. AT501.5.1: MATERIALS AND METHODS - NEWLY INSTALLED ELECTRICAL EQUIPMENT AND WIRING SEC. R403.10.3 ROOF LOADING(LIVE=GROUND SNOW LOAD ATTIC NOTE:L=SPAN LENGTH,H=SPAN HEIGHT. TO COMPLY WITH ADJUSTMENTS AS PER TABLE 8301.5 OF THE 45psf BACK @ 4'-0"O.C. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS 15 psf FOR CHAPTERS 34 THROE-RST 43. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 75% OF LIGHTING TO BE HIGH EFFICACY LAMPS. RESIDENTIAL CODE OF NEW YORK STATE) A a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 QB^ Aad' ®INTERIOR ZONE SEC. AJ501.5.2: ELECTRICAL SERVICE - EXISTING SERVICE NOT LESS THAN 100 AMPS. SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS - NO SEC. AJ501.5.3: ADDITIONAL ELECTRICAL REQUIREMENTS - WORK TO COMPLY WITH SEC. AT501.5.3.1 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE �� THROUGH SEC. GAS LIGHTING OF THE DETERMINING DEFLECTION LIMITS HEREIN. ®PERIMETER ZONE SEC. AJ501.5.3.5. EQUIPMENT. SEC. AJ501.5.3.1: ENCLOSED AREAS - INCLOSED AREAS OTTER THAN CLOSETS, KITCHENS, NOTE - GABLE WALL FIRST FLOOR BASFIVIENIS HALLWAYS, LAUNDRY AREAS AND BATHROOMS SHALL HAVE A MINIMUM OF TWO EDGE DUPLEX RECEPTACLES. FOR GABLE ROOFS 10"TO 45"PITCHES ( ZONE) SEC. AJ501.5.3.2: KITCHEN AND LAUNDRY AREAS - KITCHENS AREAS SHALL HAVE MORE THAN TWO DUPLEX RECEPTACLE OUTLETS. LAUNDRY AREA WITH A MINIMUM OF ONE DUPLEX DUPLEX RECEPTACLE 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS Cx7ItiET, INSTALLED,r'ID IN EA.ZONE BACK @ 4'-0"O.C. ° ON INDEPENDENT CIRCUIT. SEC. &7501.5.3.3: GROUND FAULT CIRCUIT INTERRUPTION - GFI'S TO BE INSTALLED. SEC. AJ501.5.3.4: LIGHTING OUT= - LIGHTING OUTLETS PROVIDED AS REQUIRED. SEC. AT501.5.3.5: CLEARANCE FOR ELECTRIC SERVICE EQUIPMENT SHALL BE AS PER CHAPTERS 34 THROUGH GH 43. f- SEC. AJ501.6: V=I.ATICN - VENTILATION AS PER SEC. R303. SEC. ALT501.7: CEILING HEIGHT - NOT APPLICABLE (NEW BASEMENT NOP HABITABLE). NAILING AND STRAPPING * * ALL STRAPPING TO BE 1 �4 x 16 GAUGE STL * * SEC. PJ501.6.1: STAIR WEADR - NOT APPLICABLE (NEW( EW EASEL NOT NOT HABITABLE). LU SEC. &7501.8.2: STAIR HEADROOM - NOT APPLICABLE (NEW BASIIKEI7P NOT HABITABLE). "SIMPSON" EQUIVALENT- CS16Z (COILED STRAP) SEC. PJ501.8.3: STAIR LANDING - NOT APPLICABLE (NINEW BASE�7T NOT HABITABLE). CL Ill 12" MIN. BEARING 2015 INTERNATIONAL INTERNATIONAL ENERGY CONSERVATION CODE0 Z w TABLE R402.4.1.1 0 AT RAFTER TO RIDGE CONNECTION @ EACH AIR BARRIER AND INSULATION INSTALLATION aQ FOR STRAP- 3 .8 d COMMON NAILS @ EA.END OF STRAP r EL FOR NOTED COLLARICLG TIE- 1. 10d COMMON NAILS @ EA. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 0 W U A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cul to fit or N the building envelope. a sealing material. narrow cavities shall be filled by insulation O Narrow cavilies General The exterior thermal envelope contains a that on Installation readily cenfartns to the Z SON STRONGTIE requirements dyP 6centinuousairbarrier. evailablecev' s ace.ALTERNATEH7Z AT RAFTER TO TOP PLATE TO STUD CONNECTION. @ 16"O.C. Breaks orjoints in the air barrier shall be JCOLLAR TIE sealed. Air sealing shall be provided between the wGarage separation FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP The air barrier In an dro ed coilin soffit The insulation In an dro garage and conditioned spaces.y pp gl y ppedceilinglsoffit O FOR TOENAILING- 5 d COMMON NAILS shall be aligned with the insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the buildingFOR C.J.TO R.R.- 11 16 d COMMON NAILS(FOR 5 PITCH) Ceilingfatuc Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC F-9 l6d COMMONNAILS(FOR8PITCH) Access openings,drop down stairs or knee drywall. rated.USE A MINIMUM OF wall doors to unconditioned attic spaces FOR CLOF EA.PLATE TO PLATFORM ABOVE- 1 16 d COMMON NAILS @ 16"O.C. W W TWO 8d NAILS THIS shall be sealed. SIDE OF TRUSS. Batt insulation shall be cut natty to fit TOTAL 4-8d NAILS The junction of the foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, In • Plumbing and wiring or insulation that on installation readily N N shall be sealed. walls shall be insulated by completely filling INTO TRUSS. J conforms to available space shall extend The junction of the top plate and the top of the cavity with l material having i thermal exterior walls shall be sealed. resistance of R-3 per Inch minimum. behind piping and wiring. AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. �� walls Knee walls shall be sealed. Exterior thermal envelope insulation for P The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs � � � (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): 4 walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. Z ` and continuous alignment with the air barrier. them from the showers and tubs. 0 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP The space between window/doorjambs and The air barrier shell be installed behind LO 010 0) FOR Cl EA.PLATE TO PLATFORM ABOVE&@ C OF EA.Pi TO Windows.skylights and doors framing,and skylights and framing shall be Elect/cal/phone box on exterior walls electrical or communication boxes or W N N ALTERNATE PLATFORM BELOW- 1 jgd COMMON NAILS @ 16"O.C. • sealed, air-sealed boxes shall be installed. CONFIGURATION • HVAC register boots that penetrate building Rim joists shall Include the air boner. Rim joists shall be insulated. 2.8d NAILS Rim joists HVAC register boots thermal envelope shall be sealed to the INTO PLATES subfloorordrywall. SEAL 8-8d NAILS The air bonier shall be installed at any Floor framing cavity insulation shall be ��E D ARC AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION @ 16"O.C. INTO STUD Simpson Strong-Tie exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire 5� N,K. H7 Z the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner �� T F I' FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Floors(including above garage and framing cav ty insulation shall be permitted that is recommended by the manufacturer. F to be in contact with the top side of Q 9 centilevered Boors) Concealed sprinklers Caulking or other adhesive sealants shall not FOR Cl EA.PLA-FE-TCT-PLATFORM BELOW- sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler p g J L6dCOMMON NAILS @16'O.C. RAFTER TIE DETAIL from thhe ebottomiflothetopor ofall perimeter ceverplateaandwallsorceilings. * p from the bottom to the top of all perimeter I d floor framing members N Simpson Strong-Tie H7 Z NTS. Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue °a "SIMPSDN"LTP4 Craw space walls shall be covered with a Class I vapor retarder Insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 9 0? 4 6 5 0 (OR EQUAL) with overlapping joints taped. the crawlspace walls. space shall be sealed. lF y a OF NES AT STUD TO FLOOR ASSEMBLY TO SILL PLATES)CONNECTION `�L SLAB ON GRADE APPLICATION: @ 32"O.C. 1414rGeO� �,^ FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP FOR C PF EA.PLATE TO PLATFORM BELOW- j 1 ° L F � 006 d COMMON NAILS ° ° @ 32"O.C. Age T- pm a NN co* TYPICAL SEC11ON* S CO "' C T [ [ U L DI6 MAX. L-NO NOTCHES p M I PERMITTED I to (0 (0 M I I Q) D/6 MAX. NAILING & STRAPPING ® EXTERIOR WINDOW/DOOR HEADER Y TABLE R301.2.1.2 0 a o WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE NOTE FLOOR JOIST-CENTER4MAX. O 3 }' } FOR WOOD STRUCTURAL PANELS a,b,c,d ALL STAIRS, IHANDRAILS& D14 MAX. O w = Z RAILINGS SHALL COMPLY Z W/RCNYS SEC. R-311 D CL W FASTENING SCHEDULE B Q TOP PLATES � N Ill FASTENER SPACING (INCHES)°'b D13 MAX. ii > > of ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS FASTENER 4 FEET < 6 FEET < A [IN ACCORDANCE WITH WOOD FRAME Z O nPE PS E4L PANEL SPAN PANEL SPAN CONSTRUCTION MANUAL 2001 EDITION] BORED HOLE MAX. O li W W FEET S 6 FEET S 8 FEET NOTATION pIOF STUD DEPTH 00 U 04 .Z-J No. 8 WOOD SCREW BASED D ROUGH A B C D E F MAX.D FROM ANCHOR WITH 2-INCH 16 10 $ OPNs W SUPPORT FLOOR JOIST-END CUTS EMBEDMENT LENGTH g E 2'-0" 2 1-2"X4" 1 1 1 1 z No. 10 WOOD SCREW BASED C 518"MIN.TO EDGE ANCHOR WITH 2-INCH 16 12 9 a'-o" a 1-2"x a" z z z z < EMBEDMENT LENGTH z_w HARDWOOD OR STfEEL HANDRAIL 2-2"X4" U W/1 1/2"MIN. FINGER CLR.AND NOT ° 5/8"MIN.TO EDGE D 6'-0" 6 -ora- 3 3 3 3 17 Y -INCH LAG SCEW BASED F 1-2"X 6" O TO PROJECT MORE THAN 4.5" NOTCH MUST NOT D/3 MAX. Z U 2-2"X 4 io O FROM THE WALL. EXCEED 25%OF _I 0 8'-0" 8 -OR- 3 3 3 3 IY O O ANCHOR WITH 2-INCH 16 16 16 1-2"X6" o of STUD DEPTH 'J z 02 EMBEDMENT LENGTH 10'-0" 10 2-2"x6" 4 4 4 4 w U) ~0 _ C� BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% ) r- LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE RAFTER CEILING JOISTS 0 L1J 12'-0" 12 2-2"X 6" 5 4 5 4 991,1 SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO Q O ° STUD SECCESSIVE STUDS ARE DOUBLED a.This table is based on 180 mph wind speeds and a 33 foot(mean roof height. 4° 9' °O �), AND SO BORED Z b.Fasteners shall be installed at opposite ends of the wood structural panel. WOOD STRINGER, W u c.Nails shall be 10d common or 12d box nails. ° JACKS&KINGS M TREADS, &RISERS Dl3 MAX. Q 0 Z II d.Where screws are attached to masonry or masonry/stucco,they shall be WRAPPED UNDER attached utilizing vibration-resistant anchors having a minimum ultimate ° SILL PLATE NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. ~ D w withdrawal capacity of 490 pounds. iL L ('0 0 1 1/4"NOSING DRILLING AND NOTCHING DETAIL O LLJ 01 V- CHAPTER 3 BUILDING PLANNING NOTATION: RICO.MIN.FROM TOP L I- o •- A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) OF STUDS AND BOTTOM OF JOIST I- U SECTION R301 DESIGN CRITERIA MINIMUM WIDTH OF STAIRS TO BE 3'-O" U Z w Z WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%6"AND A MAXIMUM SPAN B-NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES 3.23B,P.193) PIPE OR CONDUIT w - d' OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. C•NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLES 3.23C,P.193) i i!1 ply]tIV\ P p W w_ O V w � N D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER STAIR DETAIL ` 7�{%-� Z J < OD PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE a U < I - p PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE 8301.2.1.2 OR SHALL @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A PAGE 316) cc ®V 7►B7 BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE E-NUMBER OF JACK STUDS @ EA.END OF HEADERS(TABLES 3.22F,P.191)ASSUME DBL.HDR. N S CUTTING DRILLING AND NOT G D L7 I L®A DWG NO WITH THE PROVISIONS OF THE 2015 I.R.C. F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) OF JOISTS SEE DECISION # @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P.157)&(TABLE 6A PAGE 316) DATED / 1 l 0 1 m5 �b (", &If �- (tA- W�_' COUNTY OF SUFFOLK QA tAe*^ RECEIVED (— k/ t — ,�c✓ NOV 17017 I0 11 `��' �• ZONING BOARD OF APPEALS Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Theresa Ward Division of Planning Deputy County Executive and Commissioner and Environment November 14, 2017 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Farrand, Kathryn 7122 First Universalist Church 7123SE Psyllos, Peter 7124 860 Bayview Drive LLC 7125 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Principal Planner TRK/cd H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 RECEIVED 0"T I FORM NO. 3 ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: September 19, 2017 AMENDED: October 10, 2017 TO: Patricia Moore(Ferrand) 51020 Main Road Southold,NY 11971 Please take notice that your application dated September 14, 2017 For permit to make additions and alterations to an existing single family dwelling and the construction of a new accessory garage at Location of property: 4800 Nassau Point Road, Cutchogue County Tax Map No. 1000 - Section 111 Block 8 Lot 12.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this property, with two front yards, is not permitted pursuant to Article IV, Section 280-18, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum front yard setback of 50 feet. Following the proposed construction, the dwelling will have a front yard setback of 40.5 feet(from Nassau Point Road)and 18 feet(from Carrington Road). In addition, the proposed accessory garage is not permitted pursuant Article III, Section 280-15, which states, "...accessory buildings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory garage structure is noted as being located in the side yard. This NoLiisa roval was amended in response to a submission of a new survey. r1 /1 6Author' e S'gnature Note to Applicant: Any c ange or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. RECEIVED T 201 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEZCNING BOARD OF APPEALS ee:$ Filed By: Date Assigned/Assignment No. ffice Notes• House No. 4800 Street Nassau Point Road Hamlet Cutchogue SCTM 1000 Section_I11_Block 08_Lot(s)_12.1_Lot Size 46,045 Zone_R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 9/19/17 BASED ON MAP DATED 9/11/17 4V*1e4"&V /011017 Applicant(s)/Owner(s): Kathryn Farrand Mailing Address: 47 Shoreham Road,Massepequa,NY 11758-7229 Telephone:-631-765-4330— Fax#: _c/o 631-765-4643_Email:_pcmoore@mooreattys.com NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Patricia C.Moore Esq. for(X )Owner,or ( )Other: Agent's Address: 51020 Main Road,Southold NY 11971 Telephone_631-765-4330 Fax#: 631-765-4643 Email: pcmoore6Dmooreattys.com Please check box to specify who you wish correspondence to be mailed to,from the above names: ❑Applicant/Owner(s),or H Authorized Representative, or ❑Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED Sept 19 2017 and DENIED AN APPLICATION DATED Sept 14,2017 FOR: H Building Permit ❑Certificate of Occupancy ❑Pre-Certificate of Occupancy ❑Change of Use ❑Permit for As-Built Construction Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article IV Section 280- 18(two front yards)& 15–(accessory garage in side yard)Subsection Type of Appeal. An Appeal is made for: E A Variance to the Zoning Code or Zoning Map. ❑A Variance due to lack of access required by New York Town Law-Section 280-A. ❑Interpretation of the Town Code,Article Section ❑Reversal or Other A prior appeal has, ;has not been made at anytime with respect to this property,UNDER Appeal No. Year (Please be sure to research before completing this question or call our office for assistance.) rs 6S-toff#7`/Z *a;slo a//% C, RECEIVED OCT I 1j, 2U17 ZONING BOARD OF APPEALS Name of Owner: Kathryn Ferrand ZBA File# REASONS FOR APPEAL(additional sheets may be used with preparer's signature): AREA VARIANCE REASONS. (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: Owners recently purchased the property and they wish to renovate the house and expand the house for their family. The additions are proposed on the first floor to expand the kitchen and on the second floor,the proposal is to expand the bedrooms over the existing first floor. The design of the additions toward the rear of the house is to limit the size of the expansion visible from Nassau Point Road. Carrington Road is an unopened road in Nassau Point. The original house and later additions were constructed with a "side yard setback" from Carrington Road. The prior owners, Pizzolla, filed Appeal #6564 which was granted 5/17/12. The variances were for additions and alterations to the existing house. A front yard setback was established at 45' which applicants are maintaining. The setback from Carrington Road of 20' (per variance) can not be maintained due to the angle of the house. A setback of 18' is proposed for the two story addition to the back of the existing house. The Board granted the previous variance for the setback to Carrington Road citing Appeal #256 and that this setback functions more as a side yard than a front yard. The Board recognized that Carrington Road is not an open street. The additions proposed on the back of the house, rather than expanding along Nassau Point Road lessen any impacts or changes to the character of the neighborhood. The garage is under construction and due to the topography was pushed to the rear as much as practical. The proposed addition places the garage in a "side yard". The property slopes upward in the rear yard and if the garage was pushed back retaining walls would be required. In addition,the garage would be up a hill rather than at the level of the road. (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The existing location of the house is non-conforming. The proposed addition along Carrington Road is the location of the Kitchen expansion and extends along the existing north side of the house. The garage is only partially in the "side" of the proposed addition. The detached garage is located in the logical location on the property. (3) The amount of relief requested is not substantial because: The "front yard" setback from Carrington Road is numerically substantial. However, Carrington Road is not open to vehicles and functions as a side yard. The garage encroachment into the"side yard"of the proposed addition is minimal(@5') (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The parcel is a double lot(Lot 149 and 150)Amended Map A of Nassau Point,Owned by Nassau Point Club Properties. The drainage will comply with 236 of Town Code, the garage already is proposed in compliance with Town Code 236. In addition, Suffolk County Health Department approval is pending for the proposed construction. The sanitary system will comply with current HD standards. The existing system located in the rear yard is being abandoned. (5) Has the alleged difficulty been self-created? (X)Yes,or ( )No. Are there Covenants and Restrictions concerning this land: E No. ❑Yes(please furnish cony). This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box( ) IFA USE VARIANCE IS BEING REQUESTED,AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET.• (Please be sure to consult your attorney.) Signature of Appellant or Authorized Agent �1 (Agent must submit written Authorization from Owner) Sworn to before me this da of S FPT,20_2. RECEIVED 1 Notfiry P lic ZONING BOARD OF APPEALS MARGARET C. RUTKOWSKI Notary Public, State of New York No. 4962528 Qualified in Suffolk Count1L ©f4 Commission Expires June 3, d APPLICANT'S PROJECT DESCRIPTION RECEIVED `71 (For ZBA Reference) Applicant:_Kathryn Farrand r ' Date Prepared:September 21, 2017 ZONING BOARD OF APPEALS I. For Demolition of Existing Building Areas Please describe areas being removed: roof of existing dwelling and walls (House not to be demolished) II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 73' x 50' (see floor plans) Dimensions of new second floor: 73'x 50' (partly over existing house) Dimensions of floor above second level: none Height(from finished ground to top of ridge): 26'8" to mean of peeked roof Is basement or lowest floor area being constructed? Yes If yes, please provide height(above ground) measured from natural existing grade to first floor: @ 4' III. Proposed Alterations or Interior Structural Changes without enlargement/extension (attach extra sheet if necessary) - Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage (from surveyor): House & addition 3579 sf Existing square footage of buildings on your property: garage: 594 sf, pool: 512 sf Proposed increase of building coverage: Square footage of your lot: 46,045 sf /4,685sf= 10% Percentage of coverage of your lot by building area: V. Purpose of New Construction Requested: additions and alterations to existing house VI. Please describe the land contours (flat, slope%, etc.) as exist and how it relates to the difficulty in meeting the code requirement(s): upward slopes toward rear yard Please submit seven(7)photos, labeled to show all yard areas of proposed construction after staking corners for new construction), or photos of existing building area to be altered (area of requested changes). 7/2002; 2/2005; 1/2006 QUESTIONNAIRE RECEIVED —71,�oi FOR FILING WITH YOUR ZBA APPLICATION ,T J(, , r 9 A. Is the subject,,premises listed on the real estate market for sale? ZONING BOARD OF APPEALS Yes V No Y Are there any proposals to change or alter land contours? No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? �V0 2.)Are those areas shown on the survey submitted with this application? 3.)Is the property bulk headed between thewetlands area and the upland building area? A 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?�4.Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? NO E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?_Please show area of the structures on a diagram if any exist or state none on the above line. F. Do Xop have any construction taking place at this time concerning your premises?_ If yes,please submit a copy of your building permit and survey as approved by the Buildin§Department and please describe: a fiY C S G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the$uilding Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? 11iy If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel � �f 6�L and the proposed use ,' 07yz (ex: existing single family,proposed: same with garage,pool or other) � 1 / Authorize ature and Date RECEIVED J a� AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ZONING BOARD OF APPEALS WHEN TO USE THIS FORM:This form must be completed by the applicant for any special use permit,site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Ka r ov f� 2. Address of Applicant: 0 7 , 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: AwZm 2 6. Location of Property: (road and Tax map number) /ll- �i 7. Is the parcel within 500 feet of a farm operati { Yes o 8. Is this parcel actively farmed? { ) Yes { No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. IPILA-- 2. 3. 4. 5. 6. (Please use the b is page if there are additional property owners) 9 20 1'2 Signature o Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 6IZ20 RECEIVED Appendix B 2017 Short Environmental Assessment Form U' I ZONING BOARD OF APPEALS Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency,attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name ofActionor``Project: 4 Project Location(describe,and attach a location mapz-� Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone'., 71,J-- V'33c-) ICC N ��� E-Mail: ��pGl�/[�/GfOGYLo Address: y7 Shoti �� City/PO: State: Zip Code: Mad S,dr 2 / ,*-/ //T 3� 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: ✓ 3.a.Total acreage ofthe site of the proposed action? / acres b.Total acreage to be physically disturbed? S acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? _acres 4. Check all land uses that occur on,adjoining and near the proposed action. o Urban o Rural(non-agriculture) o Industrial o Commercial W<esidential(suburban) o Forest o Agriculture o Aquatic o Other(specify): o Parkland Pagel of 4 REM 5. Is the proposed action, r T y '1117 NO YES I N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? ZONING BOARD OF APPEALS 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? V 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 b.Are public transportation service(s)available at or near the site ofthe proposed action? ~/A c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? A114 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ✓ 11.Will the proposed action connect to existing wastewater utilities? p NO YES If No,describe method for providing wastewater treatment: i//J�/! �'L r✓ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban 17Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO'oe YES 17.Will the proposed action create stone water discharge,either from point or non-point sources? NO YES If Yes, ✓ a.Will storm water discharges flow to adjacent properties? 031NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff andgerm drains)? / If Yes,briefly describe: 17 NO UYB ✓ Page 2 of 4 18.Does the proposed action include construction or other activities that result in thent of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? I If Yes,explain purpose and size: 7-E)N;NG gC)ARn nF APPEALS 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: t/ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor Date: 7 Signature: Part 2-Impact Assessment The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? S. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 1 RECEIvE'� No,or Moderate -1 small to large impact impact ZONING BOARD OF APPEALS may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ 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 7/Qa RECEIVED APPLICANT 2017 TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNER'S AGENT) 7.ONING BOARD OF 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. FARRAND,KATHRYN. AND MOORE,PATRICIA C. (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 or company name.) NATURE OF APPLICATION.(Check all that apply.) Tax Grievance Variance X Special Exception If"Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees Do you personally,(or through your company, spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of(or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO_X Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship 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 than 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 1* day of /7 Signature: 4:athryn�Farr ,C,a C.Moore Town of Southold RIIVEC LWRP CONSISTENCY ASSESSMENT FORM U�; 1 (-Orr? A. INSTRUCTIONS ZONING BOARD OF APPEALS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by.a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Pefmits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# /// - fl�, - /.g,/ The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. R Building Dept. E Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of actio�� � Location of action: � i f� �QSS /"� L/GL4 ��a RECENEC Site acreage: l rr- C)� 2017 Present land use: k-YIS& ra �7nzo,e6,7 G BOARD OF APPEALS Present zoning classification: F-,- 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: Ara x) (b) Mailing address: 7 6ozI IWY m Xfrs 5 ar" 'u (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 0 If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LVW Section III—Policies; Page 2 for evaluation criteria. lyes ❑ No ❑ Not A plicable Ale 1/ae Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—ZApplicable Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria RECEIVED -7l a © Yes 0 No Not Applicable 0C 2W? 1 NING BOARD OF Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages through 16 for evaluation criteria © Yes D No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through1 for evaluation criteria Yes 0 No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III-Policies; Pages 22 through 32 for evaluation Q Yes © No of Applicable -7/ a� Attach additional sheets if necessary ZONING BOARDc�F PPF L� Policy 7. Protect and improve air quality in the Town of Southold. See LWRP SectionQlA—hoLcies Pages 32 through 34 for evaluation criteria. © Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No I� Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeD No G/Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Song is water-dependent uses and promote siting of new water-dependent uses in suitable locations. S LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. R Yes ❑ No Not Applicable RECEIVED OR '.. `5 Pi19 e Attach additional sheets if necessary ZE1N1NG -NAI�R-^OF APPEALS Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No U(Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for9*N ation criteria. ©Yes El Noot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Polici , Pages 65 through 68 for evaluation criteria. 0 Yes ❑ No Not Applicable Created on 512510511.20 AM RECEIVED Board of Zoning Appeals Application ,J✓ i 2017 AUTHORIZATION ZONING BOARD OF APPEALS (Where the applicant is not the owner) I, KATHRYN MOONEY, residing at 47 Shoreham Road, Massapequa,New York hereby authorize my attorney, Patricia C. Moore, to act as my agent to apply variance(s) on my behalf from the Southold Zoning Board of Appeals ka-&Tn Farrand RECEIVED —7/ z FORM NO. 4 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.X. UPDATED CERTIFICATN OF OCCUPANCY No 2--22891 Date MARCH 8, 1994 THIS CERTIFIES that the building DWELLING Location of Propert 4800 NASSAU POINT ROAD CUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 111 Block 8 Lot 11 subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 10, 1963 _pursuant to which Building Permit No. 22061 dated MAY 11, 1963 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate Is issued is ONE FAMILY DWELLING WITH ATTACHED GARAGE & ADDITION The certificate is issued to JOHN P. & SUSAN M. GANTLY (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTB APPROVAL OCT. 14, 1963 - R. Villa UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A * THIS UPDATES CO Z-1711 DATED 10/16/63 & CO Z-3081 DATED 5/21/68 Building Inspector Rev. 1/81 --07/ aa- RECEIVED FORM NO.4 OCT 17 2017 TOWN OF SOUTHOLD BUILDING DEPARTMENT ZONING BOARD OF APPEALS Office of the Building Inspector Town Hall Southold,N.Y. Certificate Of Occupancy No. . �Z13] 21. . .. . . . . . Date . . . . . Jan... . .10. . . . . . . . .. . . . . . . .. 19 85 THIS CERTIFIES that the building . . , , . , Addition Location of Property ,4900 Nassau Pt: Rd. Cutchogue House X10, Street Ham%c County Tax Map No. 1000 Section . . .1 . . . . . . ..Block . . 0 S. . . . . . . , . ,Lot , , . . . . . . , . Subdivision . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot No. . . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated May 17. . .-. . , 19 8 4 pursuant to which Building Permit No. ,1314 2 Z,, ,, , , , . dated . . . . . .. MaY. . . .1?. . . . . . . . . .. 19 84.,was issued,and conforms to all of the requirements of the applicable provisions of the law.The occupancy for which this certificate is issued is . . . . . . . . . Deck Addition To ,Existing One, Familx Dwelling . , . . . The certificate is issued to . . . . . . . . . . . . . . JOHN & SUSAN GANTLY , , , . , , , . jowner, >Qx �t of the aforesaid building. Suffolk County Department of Health Approval .N,/A, , , , , , UNDERWRITERS CERTIFICATE NO. . . . . . . . . I`?/4. . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . 6je4 6z4v9 Building Inspector Rov.1/81 aa. RECEIVED FORM NO. 4 TOWN OF SOUTHOLD out BUILDING DEPARTMENT office of the Building Inspector ZONING BOARD OF APPEALS Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-23156 Date AUGUST 10, 1994 THIS CERTIFIES that the building ACCESSORY Location of Property_ 4800 NASSAU POINT ROAD CUTCHOGUS, NY House No. Street Hamlet County Tax Map No. 1000 Section 111 Block a Lot it Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 19, 1994 pursuant to which Building Permit No. 22047-Z dated MAY 6, 1994 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is ,issued is AN ACCESSORY INGROUND SWIMMING FOOL WITH A FENCE ENCLOSURE AS APPLIED FOR. The certificate is issued to JOHN & LINDA PIZZOLLA (owner's) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. 4849 JUNE 15, 1994 PLUMBERS CERTIFICATION DATED N/A Building Inspector Rev. 1/81 Town of Southold Annex 7/3/2014 P.O.Box 1179 RECEIVED-71 54375 Main Road �� oG �+ Southold,New York 11971 O C T 17 2017 ZONING BOARD OF APPEA1g CERTIFICATE OF OCCUPANCY No: 36999 Date: 7/3/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4800 Nassau Point Rd,Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-8-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/27/2012 pursuant to which Building Permit No. 37646 dated 11/27/2012 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including first and second story covered porches,to an existing one family dwelling as applied for per ZBA#6564,dated 5/17/12. The certificate is issued to Pizzolla,Linda (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0051 6/27/14 ELECTRICAL CERTIFICATE NO. 37646 2/20/14 PLUMBERS CERTIFICATION DATED 3/3/14 J.Zee's Plumbing 14-4 �, (;�� /AiAho ' ed Sigkature { It Town of Southold Annex 7/3/2014 P.O.Box 1179 RECEIVED 54375 Main Road c� Southold,New York 11971 ? f ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No: 37000 Date: 7/3/2014 THIS CERTIFIES that the building SHED Location of Property: 4800 Nassau Point Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-8-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/27/2012 pursuant to which Building Permit No. 37646 dated 11/27/2012 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"accessory shed as applied for. The certificate is issued to Pizzolla,Linda (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A w ed Signat4e TOWN OF SOUTHOLD ,�guFFol,��oG RECEIVED ��o y BUILDING DEPARTMENT cc TOWN CLERK'S OFFICE Vii✓? 2017 • , SOUTHOLD NY y�o! daft-, ZONING BOARD OF APPEALS BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41827 Date: 7/20/2017 Permission is hereby granted to: Farrand, Kathryn 47 Shoreham Rd Massepequa, NY 117587229 To: construct accessory garage as applied for. At premises located at: 4800 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-8-12.1 Pursuant to application dated 7/17/2017 and approved by the Building Inspector. To expire on 1/19/2019. Fees: ACCESSORY $337.60 CO -ACCESSORY BUILDING $50.00 Total: $387.60 Building Inctor SUFFO(�c TOWN OF SOUTHOLD BUILDING DEPARTMENT = TOWN CLERK'S OFFICE ktcElvEG N �y • o�� SOUTHOLD, NY 1 2017 BUILDING PERMIT ZONING BOARD OF APPEALS (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41841 Date: 7/27/2017 Permission is hereby granted to: Farrand, Kathryn 47 Shoreham Rd Massepequa, NY 117587229 To: remove existing swimming pool and construct new in-ground swimming pool as applied for. At premises located at: 4800 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-8-12.1 Pursuant to application dated 7/21/2017 and approved by the Building Inspector. To expire on 1/26/2019. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $300.00 Buil ector -7 Ioqlgl�., RECEIVED ZONING BOARD OF APPEALS w• fill gm 5t y i �4 t { eta t. 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'�� .-'�'s_�_�-,_.-.✓. t { './mac.-.�t��' _. ��• � iy .,,(+ +�l '�4<v `��✓�� �ti Lr"t- "y y w Y _ i�- ^+ -� L'�� ,��- � ;p� �, _ � til)✓) w� L � -�i- .. �� RD OF APP EA __ �.'c' HNi�dO CdA jkp } 70 lit MEN Ron �f i w I . I �M ti 1= 4 'i l r ip r77 ! r... 4 :. 7 Wa�'�Arai 'q,.• �� 4•�. i i- , W Y�i— , -Ag" �,-o �DVRNINM, ilp • .. IlLd� �^ wN 1-7 ..+..- �. . • - ....•-. .. . -. ."+ '_., _ fix' � w '-• ..i } ,moi 1 s.% r F , ^7 `� d'y'e 4 i•^ •1 -� -` �4�+►� t1 X11 1� ��It,~au1111�1111�'�ll'� ZONING BOARD OF APP I 1 ..:. rl FT r , HA Ij -- ,,. • s � ��stys r h •..,n r9vni• j F nr.n3� 5�� � - P -T - -7IR� RECEIVED OCT 17 2017 ZONING BOARD OF APPEALS i ( i, `�•i / ,t ilk 1 7, i ll }Y ' z s ��4 y .x, Lo SCTM # _ TOWN OF SOUTHOLD PROPERTY ASCORD OWNER STREET -Z1,?oo VILLAGE IST. SUB. LOT 1, Q SSQGC �ii1� C�C., v ACR. REMARKS Q -7117 --?)'Z:2 011a � � a -- c1(oD CCO TYPE OF BLD. cn PROP. CLASS o w LAND IMP. TOTAL DATE Ln 11060 '7l a' J o -�EIUEA I 0 N ZONING BOARD OF Ap PFAt LD Lo m uo LD M L0 m FRONTAGE ON WATER HOUSE/LOT m r, m N ul �`' BULKHEAD co m TOTAL Ln 0 SUB. LOT co OWNER STREET V I LIAGE DISTRICT 1.oe/ IL zz, /A - . 4 E ACREAGE1 / 00 FORMER OWNER P1,-7_-2.Di tza :4 ual� N 'F , c -vvtir 41- _1 W TYPE OF BUILDING 0c RES. ?/0 SEAS. VL. FARM I comm. IND. l CB. MISC. U) LAND IMP. TOTAL DATE REMARKS x Jf O Ln ui C klee- V/W- L jD e n Ln Ln < 0 Al o 0 r 0 U A 7,9 R/ 977 A LADDS 70 P Ln Aj/7,7 Lv-(-)4-_Jq---- 4 AO 64 A 3.6-7 AGE BUILDING ;014D[Ti /e)/B4 vO&I-74OLki Arcy-,O, --gigo r.. 1. NORMAL�, EL N ABti VE 2Acre Acr V lue . , LD Til[oble/ nj" --2. Lr) oz�0 co -4 Ln 4- L 11b"71.0 5 LD f r- Tillable 3 LD Wcodland L lon- L Swampland A. —-------- RECEIVE® Brushlond V� Ila OCT 17 20174 04 Z. CK) House Plot ') CU14 Z NTNG BOARD OF APPEj kLS /,(1 -7 11 00 5c, /s/1(0 - Jon Total LO Cr) M LLJ CL Ln a 0 U) LO Ld LO LO CSIVED 0 0 ZG VM Ln G P.-M&L)OF A Ppp Foundation Both M. Bldg. ??X 5/0 0 1 Extension -Basement Floors LO P-+-nsion 9- Ext. Walls Interior Finish LO LO axiension Fire Place Heart ( _f/ Porch Attic l LO Porch Rooms I st Floor 41v 2-0 -4Patio Rooms 2nd Ffoor '79 9 2-1� —4 Garage /Driveway 300 t,;z 5" IC104 0. B. Lr) C14 00 C, NWVT W_ I-OT � I -''"'M �-K•eu.:.u.t.�-.L'ST.Q�:7.7Lialil?�J,v h St'_ ,nco S`�-- 101"I favick _�— OWNER STREET =, �; VILLAGE DISTRICT SUB. LOT �y w je e_ c��-- ._ d Jfd vAdIgGld I�� �C �i 0 to e- v Ir4r�, C� � a FORMER OWNERGvj1 n+ N E ACREAGE I/Y S W TYPE OF BUILDING RES. 3// SEAS. VL. FARM COMM. I IND. CB. I mise. Est. Mlct. Value Lr LAND IMP. TOTAL DATE REMARKS C�G o� �a f� 'V�yv —/d'l Cn Lr �/�1 /r N ! V V S W S'o 0 6 o /if�� X, S t �i e I` �Ly z g/54 oZ -L -lav r'zzo t i'a AGE BUILDING CONDITION —NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD G- LT ;° 'illable i— BULKHEAD — M ._. .-...---- --- -- Lo Tillable 2 DOCK T -- 7/C _-�2 M Tillable 3 RECEIVED Woodland nC7 l M m Swampland PEALS $rushland House Plot —� Lo — N W — —--- m — wow. U-) LO W (D LLJ BOARD 0 of APPEALS EL 46 16 Of 0 LO LLI LO LO 0 111--842.2 9/2014 F- 0 W zu� Foundation Both L�. 1 59451 5 4, P14 V Z-a Basement 3 C)s Floors 1� ...xtension i Ext. Walls A Mk Interior Finish —4 ns,,, H 75 Fire Place eat . L67 O t4 >a 1 )6 k"LL Q TPorch LO of Type r) Porch Rooms I st Floor .25- -a T, patio -r ' ',K A 15 1 Rooms 2nd Floor AQ7 Z,/ ;oroge Driveway I I Dormer B. C14 LO N 00 S LADDS MARION S Nassau Point Road I Iry March__ CutchogrjLN�L NY Page - ----- GRANTED permission to reduce front yard set- back an IL 4"-_# 5D—on- Club PX (ft TOWN OF SOUTHOLD, NEW YORK ACTION OF THE ZONING BOARD OF APPEALS DATE March 14, 1960 Appeal No. 256 Doted February 9, 1960 ACTION OF THE ZONING BOARD OF APPEALS OF TOWN OF SOUTHOLD Marion S. Ladds To Nassau Point Road Appellant Cutchociue, New York at a meeting of the Zoning Board of Appeals on Thursday, March 10, 1960 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lock of access to property RECEIVED ( X) Request for a special exception under the Zoning Ordinance { ) Request for a variance to the Zoning Ordinance QC 1 1 7 � ZONING BOARD OF APPEALS 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( X) be granted ( ) be denied pursuant to Article.......I11..Section......3.066.. Subsection................. paragraph ................ of the Zoning Ordinance, and the decision of the Building Inspector ( X) be reversed ( ) be confirmed because the Board finding that the public convenience and welfare and justice will be served and the legally established or permitted use of neighborhood property will not be substantially or permanently injured and the spirit of the Ordinance will be observed, therefore be it RESOLVED that the application be granted as applied, for permission to reduce front yard setback on Lot No. 150 on MapNO. 156, Nassau Point Club Properties, Inc. The Board of Appeals agrees with the reasoning of the applicant. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not)produce undue hardship because (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 (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because and thereforq, 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. 7:40 P.M. (E.S.T. ) upon application of Marion S. Ladds, Nassau Point Road, Cutchogue, New York, for a special exception in accordance with the Zoning Ordinance, Article III, Section 306, for permission to reduce front yard setback on a corner lot. Location of propertY: south- west corner of Nassau Point Road and Carpenter Road, Cutchogue, New York, Lot No. 150 on map of Nassau Point ZONING BOARD OF APPEALS Club Properties, Inc. _ �;6�k�' v dith T. 1a Secretary FORM zsa RECEIVED JC .d , ZONING BOARD OFAppEA, //Yet-7-)v p 3. Nature of work (check w...,,,, oppl*le): New Building ......X.........AdditiM...................Alteration...................... Repair.................... Removal .................... Demolition.................... Other Work (Describe) .................... 4. Estimated Cost ......0/0-0 ...................4............ ..Fee 5. If dwelling, number of dwelling units.... 101� (to be paid on filing this application) ........... -Number of dwelling units on each floor... .................... ......... If garage, number of -7 oc, ... . . ...... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front........... ................ Rear............................ Depth................... T"1' '10 Height ............................ Number of Stories .............. ....................................... ...... ....... ... .................... L Dimensions of some structure with alterations or additions: Front ................................ Rear .......ZONING-BOARD OF APPEALS Depth ................................ Height ................................ Number of Stories ................................ 8. Dimensions of entire new construction: Front ......... ...... Rear Depth ..... ............. Height... ........ Number of Stories_eG .. ...... ............ 9. Size of lot: Front ...... Re ... .. .. ....... Depth r ,M��!�f 10. Date of Purchase . ... ...... e 0 f Fortner Owne ... ....... 11. Zone or use district in which premises are situated...1._/' ....Cf ........,,,,M .. .. 12. Does proposed s ruction violate any zoning low, ordinance or regulation? 'a .............A............ 13. Nom I VwnRrof premises... .. ........ .cekl... dress Phone NO. Name of Architect.'��e ddres one NO. .................... Name of Contractor ................................ ........ .... ....Address .......................................... Phone NO. .................... PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block numbers or description according to deed, and show street names and indicate whether-interior or comer lot. cz Y�5-7 Ar 0- STATE OF NE S. S. COUNTY OF . ................( ....... ....................................................being duly sworn, deposes and says that he is the applicant me of individual signing application) above named is th Z_ 2(C ng actor en �a notate, me— and is duly authorized to perform or have performed the said work and to make and file this application; that al f statements contained in this appliccition are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this of ...... 19 U Notory ....................... ... County (Signature of applicant) to TOWN OF SOUTHOLD, NEW YORK � APPEAL FROM DECISION OF BUILDING INSPECTOR APPEAL NO. C9' S �' DATE TO•THE ZONING BOARDOF APPEALS, TOWN OF SOUTHOLD, N. Y. AAS....... :...."...............nf....Nassau Point..Road.........._............,.... _ Nor[►e:of Appellant -- :_. - Street and Number; Cute ho a N•Y HE APPEAL TO ..............�...................................................... .... ....... Municipality State THE ZONING BOARD OF APPEALS FROM THE DECISION OF THE BUILDING INSPECTOR ON - Z/: ' � DATED ..... ......... .... ...........APPLICATIONFOR-PERMIT NO. . .. ........ `7 :� WHEREBY-_THEBUILDING INSPECTOR; DENIED TO; .. - DECEIVED - .MARION LADDS- ........ .... :'A.=. _....:...................................... " Name of Applicant -for permitOCT (��� of Nassau Point Road, Cutchogue, N.Y. ................................................................................................................................ Street and Number Municipality State ZONING BOARD OF APPEALS ( ) PERMIT TO USE ::• ( ) PERMIT-FOR-OCCUPANCY ) ` ( ; ) BUILDING.'PERMIT V sit.;cor,Nassau Point Agricultural A Residential & 1. • LOCATION-OF:THE PROPERTY..,4 ..,.&..Cax'��X><t >".:fi x............................. -Street �- Use District on Zonirng Map 1M5a6p No. 154 ....::..................- - Lot`No. 2. -PROVISION (S)�OF-THE'ZON.ING ORDINANCE APPEALED (Indicate the Article Section, Sub- section•and PQrograph of the Zoning Ordinance_ by-number. Do not quote the Ordinance.). _ ) : Art.. III Sec._ 306, 3. TYPE- OF;APPEAL 'Appeol is made_'heiewith`•for (X) A VARIANCE to-the Zoning Ordinance or. Zoning .Map' - ( A VARIANCE due.to lack of access :(State of New York Town-Low Chap. 62 Cons., Lows - '•-Art. 16-Sec: 280A Subsection 3 � r 4. PREVIOUS APPEAL A previous appeabd (has not) been made with respect to this decision of the Building Inspector or with respect to this property. Such appeal was ( ) request for a special permit ( ) request for a variance andwas made in Appeal No. ............ ..................Dated ...................................................................... REASON FOR APPEAL ( ) A Variance to Section 280A Subsection 3 (g) A Variance to the Zoning Ordinance is requested for the reason that (Continue on other side) Fong ZBl I RECEIVED REASON FOR APPEAL Continued OCT 201? ZOMG 1. STRICT APPLICATION OF THE ORDINANCE would produce UNDUE HARDSHIP becauseBOARDOFAPPEALS the shape of this mapped lot is such that any house built thereon conforming to the ordinance setbacks could have a maximum width across the front.of only 471, and, even with such a front width, it would become n'ec�essary 1 to begin decreasing the•.width =of the 'house immediately the house front line is left, resulting, roughly, in a triangular house.-- 2. The hardship created is UNIQUE and is not shared by all properties alike in the immediate vicinity of this property and in this use district because the map on Which this lot is de— picted was prepared in 1922 long before zoning in this Town, and no other lot in the immediate vicinity! of this one is so peculiarly shaped on said map. Furthermore, this lot' is considerably higher than any of the adjacent land and comes almost to a plateau-like hump. 3. The Variance would observe the spirit of the Ordinance and WOULD NOT CHANGE THE CHARACTER OF THE DISTRICT because (a) Carpenter Road, as laid down on said map, .is only approximately 25' wide, it is not a-_public--road; it is unpaved, and it appears to be used only for ingress-and egress to-the garage of the house on the northwest corner of said roW and Nassau Point-Road and as A •subsidiary or'-rear entrance to Camp Wawokiye ; (b) the premises--ajoining immediately to the south are, on information and belief, owned by said Camp; there is no building on said land but a con- crete sidewalk runs the length of 'said land .(hear the division- line be- tween said land and that of applicant) from-the Camp proper, which is to the west or rear of applicant's premises, to Nassau Point Road. During the camp season this sidewalk is used by the campers from said Camp when they go to the beach. In doing so, they traverse this walk to Nassau Point Road, walk north thereon in front of applicant's premises, and then east over the extension of Carpenter Road to the-beach; (c) the presence of said Camp in this vicinity (adjoiniflg applicant's prem-- `ises on south and west) has already Changed the character of this im- mediate neighborhood from that commonly associated with Nassau Point, and erection of a house of the type contemplated by applicant, setting back as much as 55' from Nassau Point Road and lying between said road and the Camp proper, will tend to restore the residential character of this immediate neighborhood. STATE OF NEW YORK ) ) ss ..... .i� !-...fir!.... ............ . ........... COUNTY OF SUF)±'OLK ) Signature Sworn to this.................. ...........................day of........ ............... ............. .............19 60 ....................................................` .... cw �d1wy.public,State of Nei+COt QUAW i�2SSM.%kOC-1Y. dao empires 1�r� 30, 1464 i 7��a RECEIVED 0 C T 17 119% ZONING BOARD OF APPEALS Irl Ckdz -o 0?- (, -B o o N a Ssa (� 65&q �d ,Uef aadl-hMs �f a l�r,✓c�tt '7� e XISfi/� Srx v� A `f s ;�IAI v s�hu-Eli � Sec&rr) 9-9v-l<y wv-�-�' Pfd" S/3/1� p eo-►. `haua.t, �`.Rd•d oc Rd/ off ///' LARDS MARION S61 2.26 #6 fj,F`— Nassau Point Road March 10, 1960 Cutchogue, NY Pac,Ie 8 GRANTED permission to reduce front yard set- back on Lot # 50 on Map #156., Nassau Point Club Properties, Inc. BOARD MEMBERS �Q�soar Southold Town Hall Leslie Kanes Weisman,Chairperson y� yp 53095 Main Road-P.O. Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. t Office LU,a.1ion: Gerard P Goehringer G Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider �'�MUM Southold, NY 11971 -I( fAfo� 1 http://southoldtown.nonbfork.net IONING RECEIVES BOARD OF APPEALS P-24 Q 'Y 2-017 TOWN OF SOUTHOLD � Tel.(631)765-1809-Fax(631)765-9064 Al ZONING F30ARD C)F APPEALS FINDINGS,DELIBERATIONS AND DETERMINATION Town Cle MEETING OF MAY 17,2012 ZBA FILE:6564 NAME OF APPLICANT:Linda Pizzolla SCTM# 1000-111-08-11&12 PROPERTY LOCATION: 4800 Nassau Point Rd. (corner Carrington Rd.),Cutchogue,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 17, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is two adjoining merged lots containing 46,045 square feet in the R-40 district. The parcel has a front yard running 196.79 feet along Nassau Point Road and a second front yard running 293.05 feet along Carrington Road, 302.80 feet along the southern property line and 113.91 feet along the western property line. The parcel is improved with a one story frame house and an accessory pool as shown on the survey prepared by John T. Metzger, L.S.dated January 12,2012, lots l 1 & 12. BASIS OF APPLICATION: Request for Variances from Article IV Code Section 280-18, based on an application for building permit and the Building Inspector's January 24,2012 Notice of Disapproval concerning proposed additions and alterations to a single family dwelling,at; 1) less than the code required front yard setback of 50 feet to Carrington Road,2)less than the code required front yard setback of 50 feet to Nassau Point Road. RELIEF REQUESTED: The applicant requests variances for: 1)a front yard setback of 45 feet from Nassau Point Road, requiring a 5 foot variance from the code required 50 foot setback and, 2) a front yard setback of 20 feet from Carrington Road,requiring a 30 foot variance from the code required 50 foot setback. ADDITIONAL INFORMATION: ZBA Appeal #256 granted the subject parcel (SCTM# lot 11) a reduced front yard setback from Carrington Road, then recognized as Carpenter Road. The "amount" or percentage of variance relief was not referred to in Appeal#256, it is simply granted as a reduced front yard setback on a comer lot. ZBA Appeal#256,at that time,recognized"Carpenter Road"as"not a public-road,as unpaved and appearing to be used only for ingress and egress to the garage of the house on the northwest corner of said road and Nassau Point Road". This Board agrees with that description to date as evidence for this appeal. Carrington Road is presently unimproved along the subject parcel and is closed to through access to Wunneweta Road via a chain link fence at RECEIVE[ OCT d� Page 2 of 3—May 17,2012 7.BA Fi106564-Piuolla ZONING BOARD OF APPEALS CTM: 1000-111-8-11&12 the rear property lines. The subject parcel has no vehicular ingress/egress to Carrington Road at this time.A letter of support for granting the requested variances was received from the adjoining property owners to the north who use Carrington Road. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 3,2012 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 requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant proposes to construct a second story to the existing one story dwelling. Two story dwellings are characteristic of this neighborhood and there was no evidence presented to indicate that the proposed construction with the requested variances would cause a detriment to nearby properties. 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 dwelling exists in its present nonconforming code location and any additions or alterations to the dwelling at these locations will require a variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a 45 foot front yard setback from Nassau Point Road is not mathematically substantial, representing 10% relief from the code. The existing one story dwelling has existed with this 45 foot front yard setback without any evidence of detriment to the neighborhood. The variance granted herein for a 20 foot front yard setback from Carrington Road is mathematically substantial, representing 60% relief from the code. However, a similar requested setback was granted under Appeal #256 for a one story structure and the setback is to a property line that functions more as a side yard than a front yard. Additionally,the proposed second story addition will maintain the existing setback. 4. Town Law 267-b 3 b 4 No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. All storm water runoff will be retained on site. The second story addition is proposed over the existing first floor footprint. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created insofar as the existing dwelling has existed in its present location with a granted front yard setback variance to Carrington Road and a conforming front yard setback to Nassau Point Road at its time of construction.The more restricting front yard setback requirements of the present town code has created the difficulty for this proposed addition and alteration to the existing dwelling. 6.Town Law 14267-b. Grant of the requested reliefs is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations to the subject single family dwelling 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 Schneider, seconded by Member Goehringer, and duly carried,to GRANT, the variances as applied for, and shown on the Arehitectural Plans entitled Pizzolla House, Additions and Alterations, sheets A-1, A-2, A-3 and A-4 all dAtEdY2/2712012, prepared by Mark Schwartz, R.A., and the survey of the subject parcel (SCTM Lot#11) by John T.Metzger, L.S. dated 3/20/2012 also showing in the survey a minor addition of a 6x16 entry platform with an open porch above. -71 RECEIVED Page 3 of 3—May 17,2012 - '- .,i 1')�� ZBA File#6564-Pizzolla ocl CTM: 1000-111-8-11&12 ZONING BOARD OF APPEALS Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require anew 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, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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 Vote of the Board: Ayes:Members Weisman(Chairperson),Dinizio, Goehringer,Schneider, Horning. This Resolution was duly adopted(5-0) fwt'�_ U/xu Leslie Kanes Weisman,Chairperson Approved for filing /d3 /2012 r.♦ .ou■nua■uNI. 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LOT 149 � ------ -' ''/ '' � 8EE DECISION#in gP DATED_/ l 6 I N 'A I �' �I I I I /-- 302.E - TEST HOLE DATA 7,5 + II `'J6-_` l _ eA!•leoM �� BY WDONALD CEOSGENCE \ \ 10.'» .ow•,.wo RECEIVED ` e e• �• � JAN-E1�.3 ` nu.wow nNt m rmuw wa o 20 LOT 1�0 NA1FR) _ VATM BOARD OF APPEALS P__r �-riEai:I giP1\y1,MET?aH- ELEVATIONS ARE REFERENCED TO N.A.V.D. LOT NUMBERS REFER TO AMENDED MAP A OF NASSAU " POINT, ONNED BY NASSAU POINT CLUB PROPER77ES, INC`FILED IN THE SUFFOLK COUNTY CLERKS OFFICE 4 �p.D ON AUGUST 16, 1922 AS FILE N0. 156. IC.NO. 49618 ANY ALIERA7M 0R ApancN TO RAS AWWY ISA NOLAnaV RCONIC YOBS P.C. LF SECRON 780#LP RIE NEW MW STAIr E VCA770N LAW 631 765-5020 FAX AREAwQ wC SO ■-MONUMENT EXCEPT AS PER SECRON 720#-SLMW5W 2.ALL CERnROA 7N.w5 ( ) (631) 765-1797 -46 O45�T/.�. NEAEW ARE YAUO FpP R#S NM MD CONES n fRECF ryILY F P.O. BOX 909 •-REBAR SET SAID NAP OP poWES BEAR RVE P.A.N S,.SEAL OR OMF SURIEMOR 1230 TRAVELER STREET TO 11E LINES .-STAKE SET #NOSE VONANRE APPEARS NEREOV, SOUTHOLD, N.Y 1197r 07-132 N SURVEY OF PROPERTY REGE�� AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. RD OF APPEALS 1000-111-08-11 ZONING 50A 3+ ALE.• 1'x.40' \ M�utdv zo, 2007 U aL XVolk *� a a�t ° �*� "�""`r �5' FINKMAPGoo �� a.a' REZBA SEEDA �U 1 ovw �� a �o 6x11n ENfm`I�r / �sLAT P RC44 ray AW / r , d Y TAU / LOT 150 W oo°°�►R0w`"` Z S781 -20 W lw/ /mow LOT 144 SO��T.MFrr� � p LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU PONT, OWNED BY NASSAU POINT CLUB PROPERTIES, INC" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE a g ON AUGUST 16, 1922 AS FILE NO. 156. NO. 49618 ANY ALTERATION OR AD0177ON TO THIS SURVEY IS A NOLATION ECONIC OF SECT70N 720900"THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 AREA 16,121 SQ. FT. EXCEPT AS PER SECTION 7209-SUMWSOV 2. ALL CERTTF/CATIONS ■ ■ =MONUMENT HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P 0. BOX 909 TO TIE LINES A =STAKE SET WHOSE SIGNAn1RE APPEARS HEREON.IMPRESSED � TME SURVEYORSOUTHOLD, NER S 971 07-132 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY. N 1000-111-08-11 A 12 SCALD` 1'=30' JANUARY 12, 2012 CD a�- RECEIVED �-70- 2 x _ ZONING BOARD OF APPEALS 001, FINAL MAP oil - ; REVIEWED BY / e $ SEE DECISION#WL �,Y _.- 1 P '� p � f X11 ► DATED I Q /aWLY *OPP"A LOT 150_ i RECEIVED APk 18 20'? S 00% L01 149 `, / BOARD OF APPEALS //80, --62-- `\ TEST HOLE DATA �' BY MCDONALD GE09DENCE o � �` 11 , ,6 1 i\ _ _ +Ar. A�w•+ 1/11/Ix �,yq Mew ax wo r O W`_ nuc MPw rNc m rmN cuo M c .•w• _-,B _i� LOT p,8JUCWATER) HG TH ELEVATIONS ARE REFERENCED TO N.A.V.D. r LOT NUMBERS REFER TO AMENDED MAP A OF NASSAU PONT, OWED BY NASSAU PONT CLUB PROPERTIES INc'FILED IN THE SUFFOLK COUNTY a.ERKS OFFICE ON AUGUST 16, 1922 AS FILE NO. 156. ,Y.S. LIC. NO 49616 ANY AL1ERAnuM oe A001170M M TIPS SIIRKY n A NaLAMN Caaic SUNVEYORS, P.c. OF SECMIN 720IOF TW NEW MW SrAYE EDUCA"CW LA W. (631) 765-5020 FAX(631) 765-1797 OF AREA-46 •-MDvuMENT h7� MR As R sEcnav Pau-weacw z ALL r�RmlcArays P.O. Box 909 nERELw ARE VAUa sae nus YAR Arm awes'17W P Myr rt �4J.90.FT. •-REHAB SET sAm NAR ae co9Es GEAR mr RR#LSSED SEAL a TINE srAe�Erae 1230 IRAVELfR SIREI T 07-132 TO 11E LINES A,-STAKE Sir wNasE SIWAnM APPEARS NEREUN. SOUIHOLD,MY 17971 �SUFF0[,t ELIZABETH A. NEVILLE, MMC ,10 C Town Hall,53095 Main Road TOWN CLERK a P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS � Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER �Ol �� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: October 18, 2017 RE: Zoning Appeal No. 7122 Transmitted herewith is Zoning Appeals No. 7122 for Kathryn Farrand-The Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire, Agricultural Data Statement, Short Environmental Assessment Form, Applicant/Owner Transactional Disclosure Form, LWRP Consistency Assessment Form, Notice of Disapproval, Board of Zoning Appeals Application Authorization, Certificates of Occupancy, Building Permits, Photos, Property Record Cards, Action of the Zoning Board of Appeals, Appeal from Decision of Building Inspector, Findings Deliberations and Determination Meeting of May 17, 2012, 8x11 Drawings of the Addition & Alterations, 8xl 1 Copies of the Survey with Highlighted Areas of Alterations, Survey, Drawings of Garage, Drawings of Floor Plans & Elevations, and 11 x 15 Photos. * * * RECEIPT * * * Date: 10/18/17 Receipt#: 229139 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7121_ $1,500.00 Total Paid: $1,50000 Notes: Payment Type Amount Paid By CK#730 $1,50000 Farrand, Kathryn Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Farrand, Kathryn 47 Shoreham Road Massapequa, NY 11758 Clerk ID: SABRINA Internal ID-7121 t � Fuentes, Kim From: Thomas A. O'Rourke <torourke@bodnerorourke.com> Sent: Tuesday, January 02, 2018 1:28 PM To: Fuentes, Kim Cc: 'Kathryn FarrandMooney'; 'Betsy Perkins'; pcmoore@mooreattys.com Subject: Re: Farr Property Address 4800 Nassau Point Road, Cutchogue SCTM 1000-11-8-12.1li O � � JAN - 2 2018 Dear Ms. Fuentes —7 1 R I am writing to you in support of the application of Ms. Farrand to the zoning board in connection with the property at 4800 Nassau Point Road. I am the adjacent property owner. My home is at 4630 Nassau Point Road and I support the application for the Ferrand- Mooney variance. If you have any questions or need additional information please let me know. Tom O'Rourke Bodner& O'Rourke 425 Broadhollow Road Melville, New York 11747 631-249-7500 631-249-4508 CONFIDENTIALITY NOTE. This e-mail and any attachments are confidential and may be protected by legal privilege. If you are not the intended recipient, be aware that any disclosure, copying, distribution or use of this e-mail or any attachment is prohibited. If you have received this e-mail in error, please notify us immediately by returning it to the sender and delete this copy from your system Thank you for your cooperation 1 40015 707 ZONING BOARD OF APPEALS tl" TOWN OF SOUTHOLD:NEW YORK (jg0ARpofA ---------------------------------------------------------x toot" In the Matter of the Application of AFFIDAVIT ��"d/V1C� OF KATHRYN FARRAND MAILINGS SCTM Parcel #1000-111-8-12.1 -------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, BETSY PERKINS, residing at Mattituck, New York, being duly sworn, depose and say that: On th4 day of December, 2017 1 personally mailed at the United States Post Office in Southold, New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in prepaid envelopes addressed to current owners shown on the current assessment roll verified from the official records on file with the ( X ) Assessors, or ( ) County Real Property Office , for every property which abuts and is across a public or private street, or vehicular righ -way of record, surrounding the applicant's property. natur Sworn to before me this 0 of Dem , 2017 (Not ry Public) (` Rt1TK'OW9KI No ary r a rave York county / Comrr� ..v:,)n cxpue6 ,Jui;e s, _"o/ 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. Thank you. SECTION COMPLETE THIS SECT] I DELIVERY ■ Complete items 1,2,and 3. A signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received b tinC. Dat of De'very or on the front if space permits. 1. Artir.IA Artrtracjwri rn• D. Is delivery address different from item 1T Y s Matthew& Irene Klaritch If YES,enter delivery address below: ❑No 10 Joyce Lane �P Commack NY 11725 IIIIIIIII(III IIIIIIIIiI IIII �II II III III IIIII III 3.❑Adult Sign Signature 1:1 Priority Mail Express® ❑Registered MailTm 11 Adult S9590 9402 2472 6306 2658 96 ❑Cert fed Mail®Restricted Delivery ❑Deel Mail Restricted ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(transfer from service labe) 0 Collect on Delivery Restricted Delivery ❑Signature ConfinnationTM ❑Insured Mail ElSignature Confirmation ❑Insured Mail Restricted Delivery Restricted Delivery over$500 PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Receiv (Printed Name) C. Date of Delivery or on the front if space permits. 1 Arfirlra Aririraccori tn• D. Is delivery address different from item 1? ❑Yes If ves.enter delivery address below: [3No Thomas & Deborah L. O'Rourke 39 Brixton Rd. Garden City,NY 11530 3. Service Type ❑Priority Mail Express® IIIIII Iill III I III I I I III i I I I I I II III I Iilll III 11 Adult Signature 0 Registered Mallym ❑Adult Signature Restricted Delivery ❑Registered Mall Restricted 9590 9402 2472 6306 2659 02 ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Re Rer�ipt for ❑Collect on Delivery Merchandise 2. Article Number(transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation*^+ ❑Insured Mail ❑Signature Confirmation ❑Insured Mail Restricted Delivery Restricted Delivery o—$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt FARRAND # 7122 NEIGHBOR LIST 7015 0640 0001 5424 8139 Thomas & Deborah L. O'Rourke 39 Brixton Rd. Garden City NY 11530 sctm: 1000-111-8-10 7015 0640 0001 5424 8146 Matthew& Irene Klaritch 10 Joyce Lane Commack NY 11725 sctm: 1000-111-8-13 7015 0640 0001 5424 8153 James & Maryellen Duffy PO Box 1237 Cutchogue NY 11935 sctm: 1000-111-8-16 7015 0640 0001 5424 8160 4705 NPR LLC c/o Sachman 111 Park Ave. Apt 12D New York NY 10128 sctm: 1000-11-9-9 7015 0640 0001 5424 8177 S & J Samaan Rev. Trust 2235 Allen Creek Road W. Palm Beach FL 33411 sctm: 1000-9-10 U.S. Postal Service TM U.S. Postal CERTIFIED o RECEIPT CERTIFIEDo RECEIPT Domestic Mail Only M Domestic Mail Only 11:0 Fr7gim `O _ X547 ? /�' rU Certified Mail Fee f1J Certified Mail Fee Ln Extra Services&Fees(check box add tee as appropriate) `( Extra Services&Fees(check box,add tee es appmpd e) $ O ra ❑Return Receipt(hardeOPY) 1Y•� 11 I ❑Return Receipt (hardcopy) $ F'°Stmark )C C3 ❑Return Receipt(electronic) $ L./ Q ❑Return Receipt(electronic) $ 1 , Postmar Mere C3 ❑CartlBed Mail Restricted Delivery $ E:3 ❑Certified Mail Restricted Delivery $ .L Here Q ❑Adult Signature Required $ 0 [I Adult Signature Required $ ��' Adult Signature Restricted Delivery$ ;`,� r-3 ❑Adult Signature Restricted Delivery$ C3 Postage _'{N (� Postage $ 0 Total Postage r p Total Postagr $ Thomas &Deborah L. O'Rourke $ Matthew& Irene Klaritch Sent To 39 Brixton Rd. o sent To 10 Joyce Lane O �iieetandApt. StreetandAF Commack NY 11725 Garden City,NY 11530 r� AM City Stafe,ZIP City-State,Z. -'- :rr Postal • M CERTIFIED MAIL& RECEIPT U.S. Postal Domestic ,••a • - RECEIPT o • Domestic Mail Only Certified c r Mail FeeY N r_j Extra Services&Fees(check box,add tee as /^ f1J Certified Mail Fee FCS`n �� ElReturn Receipt(hardcopy) apPmpriate) \ ❑Return Receipt Ln (electronic) $ Extra Services&Fees(check box,add tee as appmpriate): Q ❑Certifled Mail Restricted Delivery $—r POstrrrark r„� ❑Retum Receipt(hardcopy) $ ❑Adult Signature Required ❑Return Receipt(electronic) $ Postmark dd g Here d . Here t O Postage Adult Signature Restricted Delivery$—' �' C`��` F � Certified Mail Restricted Delivery $ - � ��, -I' g t r ❑Adult Signature Required $ l r .� $ ❑Adult Signature Restricted Delivery$ C3 Total Postage a, ��� ! / ., ��'. � � Postage \` t . "IL7T-o o Total P°stage a 4705 NPR LLC James& Maryellen Duffy $ c/o Sachman P.O. Box 1237 aSent To 111 Park Ave. Apt 12D Cutchogue, NY 11935 New York NY 11935 Ciry Staie,ZIP+ :.r r r r rrr•r• - - ■ • stal Service TIM CERTIFIED O RECEIPT •• • rq r J/�'�atAA rU Certified Mail Fee � \ L Extra Services&Fees(check box,add tee as appropriate) rq ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ C3 ❑Certified Mail Restricted Delivery $ — Poatmarii_- 0 ❑Adult Signature Required $ Here .{ C3 ❑Adult Signature Restricted Delivery$ \ �~��• ,` Postage ` p $ 0 Total Postage and Fe $Sent To S&J Sama , h'rust r_3 2235 Allen Creek Road C3 W. palm Beach FL 33411$treetandApC%Vo:;ot city-,�iaie;zia+a�--- :rr _ r TOWN OF SOUTHOLD -71 A-D ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK` - �'.� AFFIDAVIT OF In the Matter of the Application of POSTING N4,POJ (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel #1000- COUNTY OF SUFFOLK) STATE OF NEW YORK) I, S �'l(: p residing at tJ 1�-(•' 1 New York,being duly sworn, depose and say that: On the day of , 2011 ,I personally placed the Town's Official Oster, with the date of hearing and nature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of- way(driveway entrance)-facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained in place for seven(7) days prior to the date of the subject hearing date, which hearing date was shown to be K) O� R R (Signature) Sworn to before me this Day of) ' 20 BETSY A.PERKINS Notary Public,State of New York No.01 PE6130636 (Not ar ic) ()ualified in Suffolk Court / Commission Expires July 1� * near the entrance or driveway entrance of my property, as the area most visible to passerby. ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of AFFIDAVIT OF KATHRYN FARRAND-MOONEY SIGN POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-111-8-12.1 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, Patricia C. Moore, residing at 370 Terry Lane, Southold, New York 11971 being duly sworn, depose and say that: On the 91h day of January, 2018, 1 personally placed the Town's official Poster, with the date of hearing and nature of the application noted thereon, securely upon the property, located ten (10) feet or closer from the street or right-of-way (driveway entrance) - facing the street or facing each street or right-of-way entrance*; and that I hereby confirm that the Poster has remained in place for seven days prior to the date of the subject hearing date, which hearing date was shown to be Thursday, January 18, 2018 —� "—atricia C. Moore Sworn to before me this day of January, 2 8 BETSY A. PERKINS Notary Public, State of New York otary Publi No.01PE6130636 Qualified in Suffolk Co362-JI Commission Expires July 1 *near the entrance or driveway entrance of the property, as the area most visible to passersby. #0002159300 FA- W 61t STATE OF NEW YORK) 127''19 )SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck,in said county,being duly sworn,says that she is Principal Clerk of THE SUFFOLK TIMES , a weekly newspaper,published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 01/11/2018 Principal Clerk Sworn to before me this day of RIS A VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No 01V06105050 Qualified in Suffolk County My Commission Expires February 28,2020 TYPESET Wed Jan 03 15.36:37 EST 2018 Cutchogue,NY.SCTM#1000-111-9-4.2. LEGAL NOTICE 11:15 A.M. - PETER AND ELAINE SOUTHOLD TOWN ZONING PSYLLOS#7124-Request for a Variance BOARD OF APPEALS under Article XXH,Section 280-116 and THURSDAY,JANUARY 18,2018 the Building Inspector's August 31,2017 PUBLIC HEARINGS Notice of Disapproval based on an applica- NOTICE IS HEREBY GIVEN,pursuant to tion for a permit to construct an accessory Section 267 of the Town Law and Town Code in-ground swimming pool, at: 1) located Chapter 280(Zoning),Town of Southold,the less than the code required 100 feet from following public hearings will be held by the the top of the bluff;located at:2886 Ruth SOUTHOLD TOWN ZONING BOARD OF Road Ext.,(Adj.to the Long Island Sound) APPEALS at the Town Hall, 53095 Main Mattituck,SCTM#1000-105-2-1. Road,P.O. Box 1179, Southold, New York 1:00 P.M. - 860 BAYVIEW DRIVE, 11971-0959, on THURSDAY, JANUARY LLC,#7125-Request for Variances under 18,201& Article III,Section 280-15 and the Building 9:45 A.M. - B E R N A D E T T E Inspector's October 10, 2017, Amended STRACHAN,THE ESTATE OF STUART October 27, 2017 Notice of Disapproval STRACHAN AND KENNETH based on an application for a permit to STRACHAN,JR. #7078 - Request for a construct an accessory outdoor kitchen Variance under Article III,Section 280-14 and an accessory swimming pool; at: 1) and the Building Inspector's March 24, Accessory outdoor kitchen located less 2017,amended November 30,2017 Notice than the code required minimum front of Disapproval based on a proposed sub- yard setback of 40 feet,2)Accessory swim- division application to legalize two unrec- ming pool located in other than the code ognized non-conforming lots; at: 1) pro- required rear yard; located at: 860 Bay- posed residential lots having less than the view Drive, (Adj. to Spring Pond) East required 200,000 sq.It.in area;2)proposed Marion,NY SCTM#1000-37-5-10.1. lot having less than the required minimum The Board of Appeals will hear all persons lot depth of 400 feet at:310 Narrow River or their representatives,desiring to be heard at Road,(Adj.to Orient Harbor)Orient,NY. each hearing,and/or desiring to submit writ- SCTM#1000.27-4-9.4&1000-27-4-9.5. ten statements before the conclusion of each 10:00 A.M. - HARRY AND hearing. Each hearing will not start earlier ELIZABETH DISIMONE #7121 — Re- than designated above.Files are available for quest for a Variance from Article III Sec- review during regular business hours and tion 280-13C(2)(b) and the Building In- prior to the day of the hearing. If you have spector's August 21, 2017 Notice of questions,please contact our office at,(631) Disapproval based on an application for 765-1809, or by email KimFQ building permit to convert an"as built" southoldtownny.gov second dwelling unit in a pre-existing ac- Dated:January 4,2018 cessory garage into an accessory pool ZONING BOARD OF house with an"as built"second floor home APPEALS office,at:1)a home office in an accessory LESLIE K A N E S W E I S M A N, building is not permitted,located at:1100 CHAIRPERSON Youngs Road, Orient, NY. SCTM#1000- BY Kim E.Fuentes I8-2-11.1. 54375 Main Road(Office Location) 10:15 A.M. - KATHRYN FARRAND 53095 Main Road(Mailing/USPS) #7122—Request for Variances from Article P.O.Box 1179 III, Section 280-15; Article IV Section Southold, NY 280.18;and the Building Inspector's Sep- 11971-0959 tember 19, 2017, Amended October 10, 2159300 2017 Notice of Disapproval based on an application for a building permit to con- struct additions and alterations to an exist- ing single family dwelling and to construct a new accessory garage,at;1)single family dwelling,having two front yards,measures less than the code required minimum front yard setback of 50 feet,2)accessory garage located in other than the code required rear yard; at: 4800 Nassau Point Road, Cutchogue,NY.SCTM#1000-111-8-12.1. 10:45 A.M.-ABIDIN KANDIC#7116— Request for a Variance from Article XXIII Section 280-124 and the Building Inspec- tor's June 30,2017 Notice of Disapproval based on an application for building per- mit to construct a garage addition to an "under construction" single family dwelling,at;1)less than the code required minimum front yard setback of 40 feet, located at:57130 Main Road,Southold NY. SCTM#1000-63-4-5.3. 11:00 A.M. - DAVID HERMER AND SILVIA CAMPO #7117 — Request for a Variance from Article XXII Section 280-116 and the Building Inspector's Au- gust 7,2017 Notice of Disapproval based on an application for building permit to con- struct additions and alterations to an exist- ing single family dwelling, at. 1)located less than the code required 100 feet from the top of the bluff,located at:3675 Nassau Point Road (Adj. to Little Peconic Bay), 1+IiyTIr:. E uF HEARIi4i� The following application will be heard by the Southold Town Board of Appeals at Town Nall , 53095 Main Road, Southold : NAME : FARRAND , KATHRYN # 7122 SCTM # EE 1000- 111 -8- 12 . 1 VARIANCE: YARD SETBACKS LOCATION REQUEST: ADDS/ALTS TO DWELLING & CONSTRUCT NEW ACCY GARAGE DATE : THURS . , JAN . 18 , 2018 1 0 : 1 5 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM. ZONING BOARD OF APPEALS-TOWN OF SOUTHOLD (631 ) 765-1809 BOARD MEMBERS L Southold Town Hall Leslie Kanes Weisman,Chairperson O��QF $�V jyOl 53095 Main Road•P.O.Box 1179 Q Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes y �r Town Annex/First Floor,Capital One Bank Gerard P.Goehringer • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento p, A- Southold,NY 11971 UM http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JANUARY 4, 2018 PUBLIC HEARING 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, JANUARY 4, 2018: 10:15 A.M. - KATHRYN FARRAND #7122 — Request for Variances from Article III, Section 280-15; Article IV Section 280-18; and the Building Inspector's September 19, 2017, Amended October 10, 2017 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling and to construct a new accessory garage, at; 1) single family dwelling, having two front yards, measures less than the code required minimum front yard setback of 50 feet, 2) accessory garage located in other than the code required rear yard; at: 4800 Nassau Point Road, Cutchogue, NY. SCTM # 1000-111-8-12.1. 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 during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov Dated: December 21, 2017 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 #0002155250 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck,in said county,being duly sworn,says that she is Principal Clerk of THE SUFFOLK TIMES , a weekly newspaper, published at Mattituck, in the Town of Southold,County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 12/28/2017 Principal Clerk Sworn to before me this day of C INA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No. 01V06105050 Qualified in Suffolk County My COMM11/10 fyPires Februory 28,2020 TYPESET- Mon Dec 18 16.27.45 EST 2017 11:15 A.M. - PETER AND ELAINE LEGAL NOTICE PSYLLOS#7124-Request for a Variance SOUTHOLD TOWN ZONING BOARD under Article XXII,Section 280-116 and OF APPEALS the Building Inspector's August 31,2017 THURSDAY,JANUARY 4,2018 Notice of Disapproval based on an applica- PUBLIC HEARINGS tion for a permit to construct an accessory NOTICE IS HEREBY GIVEN,pursuant to in-ground swimming pool,at: 1) located Section 267 of the Town Law and Town Code less than the code required 100 feet from Chapter 280(Zoning),Town of Southold,the the top of the bluff,located at:2886 Ruth following public hearings will be held by the Road Ext.,(Adj.to the Long Island Sound) SOUTHOLD TOWN ZONING BOARD OF Mattituck,SCTM#1000-105-2-1. APPEALS at the Town Hall, 53095 Main 1:00 P.M.-860 BAYVIEW DRIVE,LLC, Road,PO. Box 1179, Southold,New York #7125-Request for Variances under Arti- 11971-0959,on THURSDAY,JANUARY 4, cle III, Section 280-15 and the Building 2018. Inspector's October 10, 2017, Amended 9:45 A.M.-BERNADETTE STRACHAN, October 27, 2017 Notice of Disapproval THE ESTATE OF STUART STRACHAN based on an application for a permit to AND KENNETH STRACHAN,JR.#7078 construct an accessory outdoor kitchen -Request for a Variance under Article III, and an accessory swimming pool; at: 1) Section 280-14 and the Building Inspec- Accessory outdoor kitchen located less tor's March 24,2017,amended November than the code required minimum front 30,2017 Notice of Disapproval based on a yard setback of 40 feet,2)Accessory swim- proposed subdivision application to legal- ming pool located in other than the code ize two unrecognized non-conforming lots; required rear yard;located at: 860 Bay- at:1)proposed residential lots having less view Drive, (Adj. to Spring Pond) East than the required 200,000 sq.ft.in area;2) Marion,NY SCTM#1000-37-5-10.1. proposed lot having less than the required The Board of Appeals will hear all persons or minimum lot depth of 400 feet at:310 Nar- their representatives,desiring to be heard at row River Road,(Adj.to Orient Harbor) each hearing,and/or desiring to submit writ- Orient, NY. SCTM#1000-27-4-9.4 & ten statements before the conclusion of each 1000-27-4-9.5. hearing. Each hearing will not start earlier 10:00 A.M -HARRY AND ELIZABETH than designated above.Files are available for DISIMONE #7121 —Request for a Vari- review during regular business hours and ance from Article III Section 280-13C(2)(b) prior to the day of the hearing.If you have and the Building Inspector's August 21, questions,please contact our office at,(631) 2017 Notice of Disapproval based on an 765-1809, or by email KimF@ application for building permit to convert southoldtownny.gov an "as built" second dwelling unit in a Dated:December 21,2017 pre-existing accessory garage into an ac- ZONING BOARD OF cessory pool house with an"as built"sec- APPEALS and floor home office,at:1)a home office LESLIE K A N E S W E I S M A N, in an accessory building is not permitted, CHAIRPERSON located at:1100 Youngs Road,Orient,NY. BY-Kim E.Fuentes SCTM#1000-18-2-11.1. 54375 Main Road(Office Location) 10:15 A.M. - KATHRYN FARRAND 53095 Main Road(Mailing/USPS) #7122—Request for Variances from Article PO.Box 1179 III, Section 280-15; Article IV Section Southold, NY 280-18;and the Building Inspector's Sep- 11971-0959 tember 19, 2017, Amended October 10, 2155250 2017 Notice of Disapproval based on an application for a building permit to con- struct additions and alterations to an exist- ing single family dwelling and to construct a new accessory garage,at;1)single family dwelling,having two front yards,measures less than the code required minimum front yard setback of 50 feet,2)accessory garage located in other than the code required rear yard; at: 4800 Nassau Point Road, Cutchogue,NY.SCTM#1000-111-8-12.1. 10:45 A.M. - ABII)IN KANDIC#7116— Request for a Variance from Article XXIH Section 280-124 and the Building Inspec- tor's June 30,2017 Notice of Disapproval based on an application for building per- mit to construct a garage addition to an "under construction" single family dwelling,at;1)less than the code required minimum front yard setback of 40 feet, located at:57130 Main Road,Southold NY. SCTM#1000-63-4-5.3. 11:00 A.M.-DAVID HERMER AND SIL- VIA CAMPO#7117—Request for a Vari- ance from Article XXII Section 280-116 and the Building Inspector's August 7, 2017 Notice of Disapproval based on an application for building permit to con- struct additions and alterations to an exist- ing single family dwelling,at: 1)located less than the code required 100 feet from the top of the bluff,located at:3675 Nassau Point Road (Adj. to Little Peconic Bay), Cutchogue,NY.SCTM#1000-111-9-4.2. ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1 st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net December 11, 2017 Re: Town Code Chapter 55 -Public Notices for Thursday, January 4 , 2018 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before December 18th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, 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. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement or during the hearing providing the returned letter to us as soon as possible; AND not later than December 26th: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later December 27th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before January 2, 2018. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Encls � �+IiyTIi. E uF HEAR1 ,4u The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road , Southold : . 'AME : FARRAND , KATHRYN # 7122 .: CTM # : 1 000- 1 1 1 -8- 1 2 . 1 VARIANCE : YARD SETBACK LOCATION OF ACCY. GARAGE VEQUESTE ADDS ./ALTS . TO DWELLING & CONSTRUCT NEW ACCY. GARAGE SATE : THURS . , JAN . 4, 2018 10 : 15 AM If you are interested in this project, you may review the file(s) prior to the fearing during normal business days between 8 AM and 3 PM. ZONING BOARD OF APPEALS-TOWN OF SOUTHOLD (631 ) 765-1809 BOARD MEMBERS OF SO Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road•P.O.Box 1179 !O Southold,NY 11971-0959 Patricia Acampora #[ Office Location: Eric Dantes N Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU Southold,Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax (631) 765-9064 October 18, 2017 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale : Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File # 7122 Owner/Applicant : FARRAND, Kathryn Action Requested: Additions and alterations to a single family dwelling and the construction of a new accessory garage. Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA C7erson / By: Encls. 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Please note the condition that requires sealed and signed architectural drawings to be submitted to the Zoning Board of Appeals. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please call the office. Sincerely, -.—o L Kim E. Fuentes Board Assistant Encl. cc: Building Department N310382 9 1 0,— � 'tb yds p_ � ��„ � $ .�` % b �° YqF �3 YA $'32 ca10) 1-SA(c� ffl) ,.BA(c) i+Q' o � d,a ds a a � d y 4.2 \p`9 d ®, .54ti {� Ib L^ �'` 6 } °'all� � �$ 2 •yt � � ±�cl �` \ �((1 � S ayAvi F 18 g ^1 18 19 28 �d' 'L9 20 rot TG ,fid � E � OM OLID• MENHADEN 8, Tg1 _Ftrq a d" . ,9 3 $ 8 ant Al a 1 0, 5 21 4 � f tNn 181 2 ys 18 8 .a 8 6A�cl' 00 18.2 m 3 �n co1 ,7 d ' . '>h $ 010 FN's Y - 1 0 O on PIPh 15 4 Pm 16 .',1P' 8 $ aI sP 4-ns y+ �' 1 14 8 15 i' 7 T 0 \ TSR ?A P1P 'S O 1.1A(c) 13 w s ip (c $ do^ a Pm 14.t_ e co 6 N, �1P O 11 - \ p.1 cP, 19 $ 9 -12A(c) 12 g 9 3 IAA(c) $ vn Y OA Nu 28 + �+ ii N O \ m r o u1 RD 27 - 8 �•n` ,5 $ 12 t ,0 NOtp1i.m 14 inR__ ,s or .Ztiss to'- $ "� O ,8 s 13 CY X71 Pmt4 L•� CA, , cl N 1.7A ,g ! (0 0) O Pon eP 30 ,.1A(c SR $ 18 M^q i S ,SP\°� 19 28.1Tj 3 ,2 20 '21 4 \ ,4 J b 3 P'' b •NT 1, § 2t �+ 9 II I 2p ''•,•,' 1.22 5 'TS pa w+ 1 a N 1,Y B27. + 2.oA(cl 0, 5.5 PP,, 4 ► • Mp 10 P. 21,' ,' 1S A4� vd`� 71 21 – os" 5-4 8 O a CA19 \ `\ ,O F&W" Nib{4"`� ,ArJJ`�/', 1./A, I� •y,� t.tA(ra'�r^ r \ I y 15 � 1 • ,N, �,3- ps` 1 S^ (5 /; a �J J mVl� it/ 6 81 g �jO s •' � M 1 J�j� If 38.7 , 82 d 9 L4 ,4,1.5 CAN f ,2 '• 1.8 .qs 1.3A(c) o� NOTICE COUNTY OF SUFFOLK © E NAt00 1 TOVINOT SOUTHOLD SECTION NO vER MMF1 INTEWACE.ALTERATION.SALE OR Real Property Tax Service Agency Y 111 'i1RAnT DSTRIBUTION OF ANY PORTION OF THE 111 VILLAGE OE Faf �n CWtntY Ca1t•rRMFEET NY,1l01 134 SUFTOLN COUNTY TAX IMP 15 PROHIBITED - —FEET M -TEvwRA WTHOUT—MENPERMISSIONOTTHE 200 0 2P0 .00 ADISTRICT NO 1000 REAL PROPERTY TAX SERVICE AGENCY P 118 PROPERTY MAP CONVERSION DATE AW 09,2018