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Home My WebLink About7395 moscn t , a new It I dmb s s�eplCc�n s�t�s � . c,�cnb"►r� ��. �.-s�tvaci�o� ►�t.�-�-�,rec0-� � -, loex A-in�6rmft9 11��290-Yt* -�I11=Sec '►s Ab �zt/L% De .�1.ea I Vt� ------------ 1 � / 1 7 - f CHECK BOXES AS ( ) Tape this form tc D n D O ( ) Pull ZBA copy of I 3 C a ( ) Check file boxes 1 r' ( ) Assign_next numl c outside of file fol ( ) Date stamp entir .3 v file number '" h o m `Q ( ) 00 O Hole punch entir.. (before sending w _ ( ) Create new ind�Y, 0 0 0 � ( ) Print contact iirfo ( )Prepare transmati a 1 ( ) Send original to Town Clerk ( ) Note inside file fo �= and tape to insidE ( ) Copy County Tax c� neighbors and AG ( ) Make 7 copies anc ( ) Do mailing label w I CD «//1WNYY BOARD MEMBERS OF sour Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road•P.O.Box 1179 �O l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes y ac Town Annex/First Floor, Robert Lehnert,Jr. • a0� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU fOTY Southold,NY 11971 http://soutlioldtowimy.gov 9- I E ZONING BOARD OF APPEALS + TOWN OF SOUTHOLD UG 2 5 20 Tel.(631)765-1809•Fax(631)765-9064 �. �L2eXX�'z FINDINGS, DELIBERATIONS AND DETERMINATION Sou hold Town Clerk MEETING OF AUGUST 20, 2020 ZBA FILE# 7395 NAME OF APPLICANT: Daniel Wright PROPERTY LOCATION: 2105 Old Orchard Road, Orient,NY SCTM# 1000-37-3-6 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 8,638 square foot parcel located in an R-40 Zoning District. The parcel has two front yards and measures 40.00 feet fronting Old Orchard Road along the westerly property line, 215.95 feet along the northerly property line, 40.00 feet fronting Sylvan Drive along the easterly property line and 215.95 feet along the southerly property line. The parcel is improved with a one-story frame residence and a one- and one-half story frame garage. All is shown on a survey prepared by Francis X Karl,L.S., last revised December 28, 2019. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's January 31, 2020 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and reconstruct a new single family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum side yard setback of 10 feet; 3) located less than the code required minimum combined side yard setback of 25 feet; 4) existing garage located in other than the code required rear yard; located at: 2105 Orchard Road, East Marion, NY. SCTM No. 1000-37-3- RELIEF REQUESTED: The applicant requests variances to demolish the existing structure and construct a new structure with a front yard setback of 26.12 feet where the code requires a minimum front yard setback of 35-feet,a side yard setback of 6.04 feet where the code requires a minimum side yard setback of 10 feet and a combined side yard setback of 19.45 feet where the code requires a minimum combined side yard setback of 25 feet. The demolition and construction will result in the accessory garage in a front yard location where code requires that accessory garages be in a rear yard location. Page 2,August 20,2020 #7395, Wright SCTM No. 1000-37-3-6 ADDITIONAL INFORMATION: The applicants testified that they intend to renovate the existing house and keep as much of the existing structure as possible. They are applying to demolish the existing structure and build a new house because they are planning to demolish over 50% of the value of the existing structure thereby making the project a "demolition" as defined by Town Code. The applicants also testified that they have approval for the sanitary system from the Suffolk County Health Department subject to approval of the required variance relief from the Board of Appeals. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6, 2020 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 is an older neighborhood that consists of single-family homes on small lots. Very few of the homes in this neighborhood meet current zoning setbacks. The proposed expansion of the home will have lot line setbacks that are more conforming than the existing side yard lot line setbacks. The accessory garage is not being moved and will remain in a non-conforming front yard location. The proposed additions and alterations will not change the character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is only 40 feet wide and it has two front yards. Because the property has two front yards there is technically no code conforming rear yard location in which to place an accessory garage and the existing accessory garage will remain in the same location, which is behind the subject dwelling as it fronts on Old Orchard Road and in the "architectural" rear yard which fronts on Sylvan Drive. Additionally, because the parcel is only 40 feet wide, the only code conforming house the applicant could build would be an unreasonably small 15 feet wide. 3. Town Law X267-b(3)(b)(3). The variance granted herein for the accessory garage in a front yard location is mathematically substantial, representing 100% relief from the code. The variance granted herein for the non- conforming front yard setback is mathematically substantial, representing 25% relief from the code; the variance granted herein for the non-conforming side yard setback is mathematically substantial, representing 40% relief from the code; and the variance granted herein for the combined side yard setback is mathematically substantial, representing 22% relief from the code. However, the proposed second story additions are consistent with the pre- existing non-conforming setbacks and, in the case of the proposed deck and second story balcony, the proposed setbacks are more conforming than the existing structure_ 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,August 20,2020 Z #7395, Wright SCTM No. 1000-37-3-6 6. Town Law X267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new 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 Dantes, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans prepared by Luigi Pascarella P. E., dated January 20, 2020, and labeled A-100, A-101; A-102; A-103; A-201;A-301. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. 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)Acampora, Dantes, Lehnert, and Planamento(5-0). �/t4w Leslie Kanes Weisman, Chairperson Approved for filing 11 /2020 SEAL : TEST HOLE _1 -� � �, •�� PROPERTY WITHIN 150' DUG 08/30/2019 BY McDONALD GEOSCIENCE SUFFOLK COUNTY TAX MAP '�dC//� \ / �5(� EAST: IMPROVED AND CONNECTED TO PUBLIC ELEV=193' DISTRICT-1000 \` WATER 1 0' 1, DARK BROWN LOAM (OL) SECTION-037_,00® 7s — BLOCK" He ��//FF ' 30, BROWN SILTY SAND (SM) LOT 0020� ONC 4, i PROPERTY WITHIN 150' MON. �Eg ® t. ZgcO NORTH: IMPROVED AND CONNECTED TO PUBLIC V1 WATER �oa_._... id Of 13 0' PALE BROWN FINE SAND (SP) - p'� 1 0 OG s 5� o 17' S� s ON. COMMENTS NO WATER ENCOUNTERED ,7 �� N . ��-�\LP O O EXP. CO C \ �/ ❑ N. 8' DIA. X 12' DEEP u ILP PRECAST CONCRETE N LEACHING POOL G 1� '/O, O T co o /� O CON r J �'p� 2 O a z 9�' O pS ° 0°5 OFyy a n gi N �a� ,a°y d' A-4 O\ -tt 9s� Gti N cn S S\ J 1500 GALLON PRECAST W [� CONCRETE SEPTIC TANK M O y o y9 �\° v' L RIM. ELEV. 18.50 CON �S O� 131- u V 4 �,�\SS�o PGo�N \,O� W z O GJ g PROPERTY''WITHIN 150' z 0 oN ,; .� SOUTH: IMPROVED AND V A� M (J� OF CONNECTED TO PUBLIC rT� 1_0 67' OF DWy WATER 2 QJ' >,�O0, 1 9 \J��PI OR\J py ^^�1 �� per/, con n ^ a PROPERTY WITHIN 150' �E° ��\c'\Ox Z A P WEST: IMPROVED AND CONC, eR`G Ei� H O CONNECTED TO PUBLIC MON' ONRLINOF E DWy FINAL P o rA � r l w a WATER U N A H 4O � REVIEWEDBY ZBA N w _ SEE DECISION # ®ATE® /.mac /� NN o °z z ul F A a A r I THESE PLANS ARE AN SEAL : INSTRUMENT OF SERVICE 8'-0"O.D. �f I AND ARE THE PROPERTY ` OF THE ENGINEER. I LZonB FCE1�lED ALTERATION OR ADDITION LOFT e TO THESE PLANS IS A 0 BATH#2 VIOLATION OF SECTION !j 02, 29jAppeEdis 7209 OF THE NEW YORK STATE EDUCATION LAW. OPEN TO BELOW a oard Of LOCKING CASTING BEDROOM#2 FIN GRADE TO GRADE WALK IN CLOSET 20" Do INLET PIPE 4"DIA iv SDR35 PIPE,PITCH 20" �MIN. AT MIN.1/4"PER FT. OUTLET PIPE DIA SDR35 PIPE,PITCH SECOND FLOOR PLAN IN tO o = AT MIN.1/8"PER FT. O •� LET SCALE'1/8"=1'-0" NOTES 1. AMIN.OF 4'APPROVED O Q REINFORCED PRECAST CONCRETE '� `• w 00 C BOTTOM AND T WALLS in BAFFLE '^ 2, AN 8 FEET IN DIAMETER BY 6 FEET ' WALL � HIGH APPROVED PRECAST BEDROOM#1 CONCRETE SOLID RING. e 3. AN APPROVED PRECAST O CONCRETE6"THICK MIN BATH# -y„•-y;:.• ,.y.,• SLAB TOP IN LAWN AREAS. I• 8'-0"O.D. 4 DROP T's MUST BE PINNED OR A/ OTHERWISE FIRMLY ATTACHED. LIVING PANTRY �•G� 1500 GAL. SEPTIC TANK 5 LIQUID DEPTH MUST BEs-cr ROOM ( � W SCALE:1/4"=1'-0" o o DINING �! O O ROOM 1••� FF+��i Z KITCHEN h•�•1 {r-1 ~ N CONCRETE b COVER a CONCRETE ILJ W COLLAR L_ I FIRST FLOOR PLAN �Ev�E Y A a °� PRECAST CONCRETE SCALE.1/8"=1'-0" ^ N M O O D D O O O LEACHING POOL SECTIONS [� 0 0 0 HOUSE F.F. ELEV.21.60 �r1 0 0 0 0 0 0 0 DATED-1 14AL l� D O O O O O 0 Z >' cV D O O D m 131 RIM EL 18 50 W I E3 O D O D D 01 INLET PIPE 4"DIA. FIN.GRADE EL.18 50 F FIN.GRADE EL.18.50W ~� > �j SDR35 PIPE,PITCH RIM EL.17.50 Z O O D O D O O AT MIN 1/4"PER FT. TOP OF SLAB OUTLET PIPE 4"DIA rV p '� D O O O O O O ELEV.16.67 SDR35 PIPE,PITCH F-� 3 E3O O O D 0 O AT MIN 1/8"PER FT. ELOEV 15 50� W "d. --� vl D O O O O O D INV.EL.16.14 vi V MIN. 0 0 O O O O E3 T MINin COLLAR COLLAR BASEMENT ELEV.14.10 INV.EL 15.58 �'/^� ,�/ D 0 0 0 0 INV EL.15.08 ❑ 0 D O D =1 OE 7� V1 W D D O O D O O INV.EL 14.52 ❑ O O 0 � O ❑ O H"I W a 00 a 0 0 0o ZT'-0" ❑ 00000 ❑ F'' b � Z, W w 313o 0 0 CM 0 ❑ x' A U) 0 p p O O O 0 ❑ 0 0 0 0 0 ❑ V' � O .-� W 0 ❑ 0 0 0 0 0,❑ �•, a 0 O O O O 01 ❑ 0 0 0 0 M EO W W ►-IUN A Ht - 0E:3 0 O O OO 1 •�_ ❑ 00000 ❑ pp p p p pp BorroM 6-0 000000 ❑ ELEV.11.54 ❑ 0 = C-1 C-1 M ❑ ❑ O O O O =1 OE N N BACKFILL MATERIAL TO BE z 6'MIN.PENETRATION 3 0 O O O O 00 E O CLEAN SAND AND GRAVEL INTO VIRGIN STRATA ❑ O O 0 0 0 ❑ OF SAND AND GRAVEL ❑ =1 O 0 O O ❑ �„� 0 z N SANITARY SYSTEM PROFILE ❑ ° 0 0 0 0 ❑ z HIGHEST RECORDED " ' " ❑ 0 O O O ❑ F-+ GROUNDWATER SCALE:3/16 =1-0 U LEACHING POOL DETAIL BOTTOM MAINTAIN MIN VABOVE GROUNDWATER SCALE.1/4"=1'-D" ELEV.2.52 A a A meq/ /u/�� ',f' SEAL V NE RE.�r ` 1 �y2 y�P`�� „ED �° O _ _ R� I N ANDLm f DIT O 2TWOST0 R��® _ �_� , � � , s r ' 4A tD o A 1990 RpFESS\ON '. �, Rn-1kLo—Ti-� s CI I TIONS °�5� °INTER 0 ° z�59i / �� PROPOSED2ND V FLOOR BALCONY t 3/p STORY 11 WRIGHTRESIDENCE a � PECPOSE \\GA4RAGE/ � � 9y 0 p 7'` 10,1 U ORCHARD ROAD �5 y a 2105 OLD PROPOSED 250 S F (125 SF PER FLOOR) °� ,.y �� / 2 STORY ADDITION W W tib a� PROPOSED 240 SF 2ND Lia y�� a 5y0h9S2TORY ADDITION aa zzEA T MARION N.Y. 11939vD� NM W t, SUFFOLK COUNTY z > z Smpson Strong-Tie H2Aa 04 04 List of Drawings: ROOF FRAMING DOUBLE TOP PLA �_ A. w a z A W T-100 COVER/PLOT PLAN CRIPP E S S �1 T-101' NOTES JACK AND KING STUDS TO BE STRAPPED HEADER-WIDTH VARIES N F-� M T-102 NOTES WITH 11/4"20 GA GALV STRAPPING 12" MIN ON STUD FULL BEARING ON HEADER T-103 NOTES ® .� PLOT PLAN A-101 FIRST FLOOR REMOVAL PLAN AND PLUMBING HEADER STUD FULL LENGTH WALL STUD ® SCALE t"=aoo' a RISER DIAGRAM A-102 LOWER LEVEL AND FIRST FLOOR NOTE: F UPLIFT CONNECTION IS REQUIRED AT EACH CONSTRUCTION PLAN END OF HEADER AND AT BOTTOM OF IA A-103 SECOND FLOOR AND ROOF CONSTRUCTION PLAN 1 u4"20 GA GALV STRAPPING HEADER STUDS IN ADDITION TO 12"MIN ON STUD7:7 CONNECTORS AT WALL STUDS,AND AT TOP w A-201 EXTERIOR ELEVATIONS NO UPLIFT AND BOTTOM OF CRIPPLES F CONNECTOR REQI RED A-301 BUILDING SECTIONS 11 Till 11 EN-101 ENERGY CODE COMPLIANCE POST TO GIRDER JOIST HANGER FOR EN-102 ENERGY CODE COMPLIANCE SIMPSON STRONG-TIE(CC) 2 X INSTALLATION CC INSTALL @ 16"o C Abreviations: TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS A F F ABOVE FINISHED FLOOR p NOTE: CFM CUBIC FEET PER MINUTEC I CAST IRON a. RIDGE CLIPS(LSTA18) CMU CONCRETE MASONRY UNIT U ALLOWABLE ASD TENSION LOADS FI C 0 CLEAN OUT til -1160 LBS USE FOURTEEN(14)I0D COL COLUMN OA OVERALL � NAILS CONC CONCRETE OC ON CENTER ` CL CENTER LINE OD OUTSIDE DIAMETER Simpson Strong-Tie DL DEAD LOAD OPNG OPENING HD7B OZ OUNCE DN DOWN DRDOOO DBLDOR PSF POUNDS PER SQUARE FOOT ° DWG DRAWING PSI POUNDS PER SQUARE INCH _ DWG DRAWER PVC POLYVINYL CHLORIDE ° - PC PIECE PERP PERPENDICULAR i ° PB,PIL EHCI EXTRA HEAVY CAST IRON i I ° o,°, o EL ELEVATION ASTER LSTAl8 ELEC ELECTICAL,ELECTRIC PL PROP Simpson Strong-Tie , °:o P/[,PROPERTY LME EXP Simpson Strong-Tie TT EXPANSION JOINT PLAS PLASTER , HCP. EXT EXTERIOR,EXTERNAL PLYWD PLYWOOD ` RIDGE STRAP TIE HOLD DOWN DETAIL PROP PROPERTY STUD TO PLATE ,SIMPSON STRONG-TIE LSTAl8) HIP CORNER PLATE SIMPSON HD7B FAB FABRICATED PRCSTPRECAST () JOIST HANGER FOR LTP4 OR WRAP COIL STRAP ( F B O FURNISHED BY OWNER PREFAB PREFABRICATED U LSTA STRAP TIE INSTALL @ 16"O C SIMPSON STRONG-TIE(HCP) TENSION LOAD 6645 LBS WOOD WEB INSTALLATION FROM STUD TO UNDER SILL PLATEHCP2-2X MEMBER SIZE PT POINT FIN FINISH PIN PARTITION HCP4-4X MEMBER SIZE FXTR FIXTURE QTY QUANTITY A w FL FLOOR NOTE: PON FLUFOUNDATION R RISER S a UPLIFT 575 L4LBS - FT FOOT,FEET 8} RA RETURN AIR z LATERAL Fl I"STANDOFF FTG FOOTING RAD RADIUS z c 'z LATERAL F2 ® SATISFIES CODE REV REVERSE,REVISION ° REQ'D REQUIRED a B 3"MINIMUM RHRIGHTHAND 3 w REQUIREMENTS G C GENERAL CONTRACTOR O SIDECO VER GL GLASS RO ROUGH OPENING G W B GYPSUM BOARD ROW RIGHT OF WAYUREINF REINFORCE,REINFORCING WC HANDICAPPEDo LFTk HD WD HM HOLLOW WOOD SECT SECTION A35F MOD SPECIFICATION o FHVAC HEATING/VENTILATING/ N OAIR CONDITIONING v TBD To be DeterimnedT&G TONGUE AND GROOVEWLB POUNDSmnpson Strong-Tie TYP TYPICALjVVO LTB40 LL LNE LOADUL Underwriters Laboratory H2ASimpson Strong-Tie L LENGTH/LONG LT LIGHT VIF VERIFY IN FIELD ARE AN H2A PROVIDE FOURTEEN MIN MINIMUM W/WITH INSTRUMENT SE ENTofSEERVIICE RAFTER TO DOUBLE TOP PLATE (14)1 O NAILS MISC MISCELLANEOUS WC WATER CLOSET AND ARE THE PROPERTY E ENGMEER. AND ALL VALLEY CONNECTIONS JOIST TO JOIST POST TO CONC.FOOTING WDWOODOF DiONORADDI TYPICAL FLOOR TO FLOOR CONNECTIONS NIC NOT IN CONTRACT w/o wlTHovr ALTERATION LANE IS SIMPSON STRONG-TIE(H2A) SIMPSON STRONG-TIE LTB40 SIMPSON STRONG-TIE NO NUMBER I LATIOE PLANS IS A ( ) SIMPSON STRONG-TIE(MTS 16,A35F,LSTA 4BP) WWF WELDED WIRE FABRIC VIOL AT ION OFSECTION H2A INSTALL @ 16"0 C INSTALL AS SHOWN CBS 44 USE BOTH MTS16 AND A35F INSTALL 16'0 C NOM NOMINAL nav of THE TIO YORK lV Q @ NTS NOT TO SCALE STATE EDUCATION LAW SEAL* General Requirements of the Residential Codi New York State Table solo Roof Sheathing Attachment ReWrene nis for Wind Loads- Table 8 4A Rafter and/or Collin to Top Plate Lateral and shear Connection Exposure B s 3.13A Wall Sheathing Re galrernents for Wind Loads-Exposure B y�PtE of Newyo The below listed Chapters,Sections or Appendixes are only part ofthe Residential Code of New Requirements-Exposure B ----__-___------ -__--- - --_-- 2222_ ____ ___ York State Please refer to the Residential Code of New York State-2015 for any Chp s (Plescr ptive Altemab a to Table a4) - y\G Section,Appendixes or Exceptions,In whole or In part,that are not Noted - en m I,. �� in rlw w Thrix scented a n Wind <a(mph) s5 90 0o IID 121 130 )4o Iso ]t JJJ wr,d s,metaW7 rlum S-m1a Gun WIW Sped(mph AS 90 100 I IO 120 170 141 ISO Z < enucnmwL6NPwrlmxc MOOD STRUC UNUIL PANEL F =� �' \\)) g p e r e P e P E F e r E r e F O Unless otherwise expressly stated the words,tering,tables and f2sur11�tedw3 m these construction Rm Cdlva ban w.0 Numbvofk C-Nalha 10d Poo Nnh(T-mdd) a annm x-e4 *1 ...2 (long dnnrnsien arn:u ands >l 30 G notes can be found wttlun the Residential Code lk New York State-2015. j4 sp•cmg(-) NNgm(R7 ".M.F,hR,k manic dmglommTenN-c m�nwa'-J �Amau nm� w ran mNnlSp marwaaCmww Nuhwl I Nuhtm..9r)' OwJw ort Sod Spacing FFSSIONP3^y I3 ° z 2 2 2 J 3 1 J 11 6 1} 6 Il b 12 6 G a 11 6 13 (inch-oc MIDImum PoMl ThlckDa,bre) FEBt" 202 1 10 2 2 2 2 J J J J w e : aCHAPTER 3-BUILDING PLANNING a z 2 ] 3 ] 1 4 1 ""lo O I] 4 12 1 Il12--±a 7fa 3/9 �m JB Jn �� 7/s J/e 16 10 2 2 ] 1 1 1 d d 3a a I] 513 li4 13 ° eSection 8301-Design Criteria la A 3 1 1 1 s s ! E 0 a 2 . e e8301.1 Design-Building and structures,and all s there of,shall be constructed to safe! su on "' " 6 ° °' °' °. °' w- OOD gTRUCTUR\L PANELpr Y P Prta dpam lan b art herd m uam Pone to Table l d 0 2' M1 e' 0' 6r 0' 4 s1 Mall loads,including dead loads,hve loads,roofloads,-flo d Qadd ow o ids nd�loaas mdse smtc T•n wed«nmm�w w •emw°gla�°a°r„°am B x' ° ° e ° ° s ° °r ' ' sand ca.o c) t) (.S,,'U(- �� WM+rdmlt Nim ve wwld}wlNmn b.Una It oftbe rovuarmlA<nibr a,d«Iweh'n l6dlary.laaced l6c °'ek F^a*08<kewB.arTwe w'lnotun elwt n a b n' e' d < a' lmehex,oe) Mlmmom Panel Thletnl9a prt) loads as prescribed by the Residential Code of N �Y0 $tate-1015._- -- nbW.dm.�e°rnPbm9 n<d G 6EFa,,m,.wR a<Tn.e./e ww b a e a e e e e e b' Toe<ob apl mvp.mm�clhanl[oe-m Wel ba meWbdmceb„dc ofa rWhrmeahvgNrn ubsanormamala4 up plot a 12 318 JB JB J/8 3/3 3/8 5B SB wJloe-Ihm-an cora wlmnnmwmal.6mpdm B0"NDTMO1p 16 318 3 /8 3/R 7B 7.16 iS/J2 I5132 TABLE R301.2(I) SA-a- WMT,m aRm[ Wnmun NuMavf ld(ivmm NW CLRIATIC AND GEOGRAPHIC DESIGN CRITERIA _ 4! I� (mWer,oel Pa swear' 14 7/16 7116 IS'31 IS/J2 19'12 19'J2 19172 Z7/!1 am.-T(DAYAOa FROb ICEBHanD Table 3.413 uplift Strap Connection Requirements-Exposure 6 I<6w1<I ShmAW 1:-191 l ] x 1 1 l , OfIWND WWD Saaule W111TFA UNDER (Root-to-Wall,wail-te-woo and wail-te-Foundation) '"> saaw '. , J ] 1 , , ] a s .LOAD' 1lPEED• DEBMN From lin DEaWM LA-ENT FLOOD AIR FREFSINO f / CELLULOSIC FIBERBOARD SHEATHING 411TEDORM W Trmdra' TEDV REW-ly HAZARDS' -DE7F 20 12Um H Seven. 3'mm Mom sI1 v 13°F Yes N/A (Prescriptivfl Alternative to Table 3.4) a N,Jrp..me•'M-�•4w W4 (shod Nmennon nrnm num) F NrJ,p•rmJnw<mmdrm>Rpanr rn lAe Mwl aeH(rI) Sled Sparing Mlmmum Panel Thlemees(m) R301.2.1.1 Design Criteria-Residential Construction within Nassau&Suffolk Counties must be Dead road Aasapl6nr Roor/Calmg Ably DL•13 par Fw wranw a w.<bnN b P-••wrw dpera.^^r m!wore•form ue erm r rp r w l raw p m Ja m..-Ee a wdee eu W wg7..ud 12 I2 1.2 If1 IR Ir! Irl designed m accordance with the"American Forest and Paper Association(AF&PA)Wood Frame Thn<SeeondCie.Wind rem,l:rm er Irl pavy mm a lnN¢nWnlonftawvh<mmen<n6wrw0 G>or9 Fwfi mueme°6mn00a3 G<om m wl l6 N2 I'2 }R 1 la 1 Uaj25/72 W W s b ss 90 Ire 110 rid I. ISB r9ac6a,Wnllmrre+wdmbivda°< Construction Manual for One and Two Family Dwellings(WFCM)-2001" 'blab earwAe<wIm-h a.0 Jenw• Adb ww nA mµm 6n-AD>na9 FwA cora ewwe n..n on<D<ow m nw p i 'z Rooflp4o N.Inbernfad Common Nm110deoa Nub a+rmnW.uMNawe mliaene< Framing Spaclag(m) (R) mFxll tinder l-IN's l0amgaga$Irap''u' T•WadlmWoe-u nwaee more.JrwOaepamcream-nwrme-rwmmaravrbar.wnh G>a<v Fw A.mma ewmbrm.,molz<a<ON ma wl BOARD SHEATHING .pWR>Wel ee r.ar.<a m J laaw o< Idngmnlly atTau 3 m Dere stmpotn) Table 3.1 Nailing Schedule IG 1 i 2 2 T 3 7 r whde.B am.1 bwmd n B Slud spacing Mmlmum Bond ThNkrlem ba) T It. 1 1 I T 2 7 7 1 (Inches ucl � z N r•7 20 1 1 2 2 2 J J ° Numbacof Nlvnbvm liW SS/B SfSS/P IA 1 5.1 3//8S S5/B loam Donpbn mBoN.R. Nul Sl.mg 12 2a 1 1 7 2 7 3 4 d 1 11 i : z 7 4 4 s Table 31 Wall Sheathing and Cladding Attachment Requirements for Wind 518 Sftl 5M SB e C7 ' Tabb]AA) (wTmb7AA) pant 3" ) I 2 3 3 4 s s Loads-Exposure B 2a sB sB s/g sacs sin sB J/4 vd z Z �, N CAmglda 7m op Fo(�'rmwlba) (am Taal]/A) (are T& JAA) P.M., 31 1 2 2 J 7 4 S 6 - _ __ _-.-- _ __ ____ _ __ _ -_ _ _ __ _- CmBvghumPmaDdRaRa(Famm'bd) (am Tlbb]9A) (Me TYeb]9A) each lry 3 2 3 J 7 4 r C31 Cates bu LBP OeacPutltlme(Fa- U-0 (slYbb]9A) feu Tabb39A) eaW by Tmw Saco-I4un ^ M-I z 1--• TebW36A) (em Tabb7.6A) aertla If• 1 1 2 2 QS J 4 4 170 lan IN VI cellaTlemR•Acr(Pace-anal (ace 2-„ :-Ila wed WmaSeere`m°"' Table 5.21 Top Plate Splice Requirements for Wind-Exposure B&C W M RueBBoad b17 Ri1lv( m7kd) 216,1 ]-16e -W-d ❑ za I 1 z 2 7 a a s -_ Ono-Story Slab-on-Grade p - a D.' I6 2a 1 2 27 7 J S 6 R F E F F F E F E F E } E f E F TW PLmmTap Nin(Pacaulled) 216,1' 2-Ibd' per rem 11 I 2 1 J 4 s S h �Hwwn llmannanlnl --- (�•,3 O¢.r 4161 S.61 )duo-each tlde 3: I 3 2 J 4 3 ° 7 Sod SpxmB A Mmrmma5•i. " 'n r'" \•/ >'� Tap Pitlm nimacsdma(Fac-ealYO '} yn-r (7a yJ LL• SedmStd(Pavaonma) 2.16d 1.16d 31•oe 56-dmg Locmon (acM.orl Ahawum Nmispacmy la ad Commor huhm101 Bur Nuhllmhee o<j ° Jf 1 2 7 4 4 6 7 6 Q HuhamNMdac(Pa-oW11a) 161 Id Ib'ecdovgdp e a `' (22 2 2 7 J d 4 I1 6 D 6 I3 0 13 I1 6 12 ° 12 6 12 ° I2 b 'F-el TW aBemra Pleb m9ad(PsdadlaO (me Tebb]!A) (BaaTmia 7l A) pamd rOl CI W It 1 1 2 1 7 1 0 5 InunorTaae Ib ° i2 a 12 IS 0 I1 6 12 6 I; b Il 6 1} a U N A i- 73ote®FlabmnonjdKBel'Qle'•\B-vein 2.1641° S.Ibmi1 Par fee 21 1 2 2 3 4 4 5 6 24 a Il 6 12 Iz a I, a I3 6 I2, 6 i2r 6 '21 -• Blocking(Faumelbd) 191 24 1 2 2 3 4 5 6 T 12 a 13 ° 13 a Il n 13 0 li 6 I n 13 6 I3 1 a - 2F 2 2 J 3 4 5 6 N I.2 Ib I1 0 I. 6 12 6 12' O O bmm9i11,Tap rbr-Ota ff•-'oml°1) 481 4101 pa1Wtl 77 2 2 7 4 S 6 7 8 21 0 li 6 12 6 12 0 1} M1 12 6 III 6 12' 0 IL' •n le BrWgin,mlou(Toe�raw 2.ad 1-}Od cached BbotlngmJdi(Tao-lied) 3 N 1.101 -ehend 76 2 2 3 4 ! 7 8 9 en IA Bbek,Nm SIlla Tap Plum(rmu11M) 3-ad 41Id Bah Noe I7 I 2 2 7 J d S 5 Sbealm sin IWwrwea WARD SNEATHPOnW- - 7-16d 416,1 aacA,oli Y Mang Alm mum NunrM once Comrmn N.n.w loo Boa W h AV L<dga Soip m (F 1.0 Ian lw o<1 P.Swpan lou eeledgam Beam(rae<and) 3-M 3-101 P.I.I. I! I 2 1 J 4 S 3 6 BaneJMbJ*Be-ulbv }161 alae Pac)oln 2C 2 3 3 3 4 5 6 7 1.6m 1.8 iAa�N.pi•'IanhO.h•-aur<Aq p4ua.uppWr urn•nnmu.,ng.ir,g 9r.Niry I3-zt 3 3 : 3 1 3 3 2 v aper rev . er•Pie<Im,Jv,ae ruJ R•erW Hun N'rdr<N acv Bandki-Sai-TOp PIm(Teeaibd) 2.16d' ]-166 wf°°t 24 14 2 2 J a 5 6 7 8 Ia10-Woe�ulnma 1231 ) __1 1 _ 1 _ J _ ) ] _ wd�mpoadrm-u>,M nurO<a otmW Dlap-I Boyd SheWht a2A 2 1 ) Somml Panda Hoa (-Tbb3lo) J 3 7 8 - F Nul macrN al wermdunruppon•mom Pvrl Dela On) N;d,�r.dwywJ<NJe.4manilnh•n-Jn6n,.dra<urb-WnaabWr mk.e�si<Nt NmabCf.1NP.aY 72 2 3 3 7 6 9 w1<.rdOrm I-a6'ml'a8- � 3-IOd ��-1 36 2 3 4 5 6 B -�91o<•wntr•mwrwve decd vwk merrwF. ItlPawldm 1 Pcanpilm Ilmin are band on mumpbona in Table J l 1.-11 wW.4 bno'meeamr,tnr lac-torp nam rart-t ret- Jull be I-& rAMzMM3,a ' 3 T•Wlateduphnconnection ra(usemcau,mumeabuilding lovtedin Exp-B ' Tabu7.na11bcna<nw�.chyle••wnwNeWrveav>clrlora'dfrunrnemanlmwrinG2°J9FmnwWmvnbmntn0c}54<°a9,Jrndgee,eP Top Plate Splice Requirements for Wind-ExposureR&C-All Other Cases i Q OyP'Ran WoBb-rd Sl male. Sit 9e,bn 7'adp/10•Ibld I Ifo WIIiem teem 6,rc .c _ 7aWlatd uphR conlabrn requlremenn lueumea roof and admg aaawbly dead lad of9 par(060,1 I5 pan-9paU - «dtag anembly 1s rb1 pn,rnl m rfom mlmg ummbly H rot conrcaed-he roof a.-rebly.tM tzbW.td.umber of-I.,tali Pw sari-p•-I uMo4 Waawd bee mm WJl bac pa0mad m x,aeulmld t<anmao-m -.am,tArw.•,-In 1 Sourtmal ra-b Bd led (am Tm1a31n bemcmaedby lrudm h..d.frhenmp TabWmloW ayaclvp urmne• mFa mB ® ul<ym1A 1,�� Pibacboacd Panel �, ]'dP/6'&Id Mlmmlan ASTM At Crude 33 steel atruc 2/16' & ]'adp/6-flem SYJ3' Oyp -Wab-g, 5deelara Sdco kn reign/lo-6ea Table 3.8A Ridge Tension Strap Connection Requirements for Wind-Exposure Table 512A Roof Slloathing Requlroments for Wlnd Loads-Exposure B 1 N.rdbaad ad M (em TabbS IO ° ' Z P,me7m-<eP�l, °d 8d (Prescriptive/llte mative to Table 36) ------ --- - -- ------- - O Diapoalimad Shining M 7-IOd paceuppan ------ --------- ---- ------- '---n_seeoW Gual WeW sped(mph) as 90 IW no ao IJo IJo ISII iii OI In l'ab'or 1.18' 34d 3-HOd pamppen Dead LeadAwmptloae.Roof-bly IN lO pan to 1•alo•-aJaac 1. U 7)v°e SrmWGud W,Mspwd(mpn) gs 90 too I2 Ilo uo HD 150 STRUCTUMLgHEA7)II\G I• (long dlmrnelee va>a 3 e,mon upp- le Wn- Sti.-I Panab gd Hod 6'dp/12.8dd Iteef Spm •u 1'ariw Reef Poch NmnbaefFWCrnueen Nut,-101 os N..11.-hvA,r l-I/PSo•p' RaBaTtup Spacing li+K ata•p.u.ImgW.a-.x'°p pines upphN romwwauaa2 ipd pvtadao l' lod 16d VWP/6-gpm (RI 4 Mmtmum!`oriel Thlcknes,Unl Dupul Baud 6lemmbg 13 1 I 3 - 1 J 7 lumbe4oe) v+8«IrvaA•.,w>q<.NaeW,•We cul•P-ma JWl ir.r6<pm 1-and 2-ed 1-IOd Wn'Open I° I 7 2 - 1� J d 5 I7 7/8 )% JB J'A JW !M 7f6 311 .rea<a p•.•Wrua.pulnurlarmew otudr 1'110-.worm ]fid 7-IOd pa.uppan O ' 2 2 lane nMlplmekylrrl„>am a.erl6y l-aNmE•pr.nM 30 _ 2 - 3 4 J 3 A 3ra 3'8 313 7A 3•A ]/8 313 7/N ' Nallmg ra4Wr®nam naadm Nleb-mien oHled6ioc6eaoo<mremlhe padadp BFMa6umlNooibd3l chaos ailbe ]/16 ,ah a4J p4rr!a'c'heurW>JmMlmr•.a11 Mdu,fa.Mn.ut MJhs. puel rdgameWnNgb-deanall oillPg NquoemmnfmamemmW meahva Bail bo d-bbd,-IAmuteeeenacmn,auNu Wr-r 312 31 2 3 J ] d S n tt 192 J•N iR JB 313 JB 3'9 313 IIWr<A<YAJ unlWmihd.,b<O bac mWPWeeMNa P �h�glp mgig-bWlaod pgga TX - 2 J 4 3 6 7 tl IJ 3/R 38 3!R 3/8 7116 7/16 15/32 ISM Irn lien wuAra mmvnumof,vd m°ewm.l p/han wml Mlhmehemdne-n wmgonmtd vmem,tpa ubulaud mm,baofmib abmlb°pemiad held°-dml-l6d mil per foe 13 l 3 1 d 3 7 a 9 W Cerroliwrnl,nm 11 rlae load l6 gaplrepk,ace Decdmd,ttskI3Cfo,aJditlwdr-q-t,- F,!_•sN..!mrsy �-' 76 2 1 5 6 ] 9 BOARD SNEATxINC 3 12 1 I I _ - 1 3 3 (dugorWl)umu 3 ce orae aepporu) MORIG NFOMT&PAPa)ASSOGMIKIN 11 _ 3 3 4 K n&,Tmu ND°cing Mm,mum Omd T7ackrmss po.) ZD I z 2 z 1 d 1 5 (urche;oc) Table 828 Bottom plate to Foundation Connections(Anchor Belts)Resisting 412 11 : 3 3 3 • S 6 2 !,SsS 3/a 518519as vg Lateral and Shear Loads from Wad-Exposure B 32 2 2 3 ) 4 5 a ) sB 5•A 3/N SIA 5/1X1 518 J/4 3/d 3/J J2 2 i 1 4 4 5 6 ] (Prescriptive Altemative to Table 32 ]/4 34) ]6 3 3 7 d S ° ] e 192 w 3.4 S1N 314 J/4 )I4 7/4 - - -------- '-- --- --- - - - I1 I I I 1 2 3 2 1 16 I 1 1 2 2 2 J 1 Ile170 140 'tum SaoW Om1 WIW 90 loo 110 Iso as Spall(mpb) 30 1 1 1 2 1 3 3 d W Bmmn Iacm om Artier t Foemdrnm Suppacmg Hama®Anrkor Bch spry reg nnl^a• 513 21 1 2 1 2 1 ) d S I i U COlvva« 36 I 2 1 ) J 1 s 7 z 1/2'Amben Set, 32 2 2 2 3 d 4 5 6 Table 3.126 Maximum Roof Sheathing Spans for Roof Live and Snow Loads W Jo lR7evnmlmnrnnl,•pmonWdn lwhlwcbacene.Lv-Ke1ruru.edd tooR nunmnmuppblllmL,bm1v]Tdral.boWlrenle!eM<r boor.Wrnwrman ember MlrMc,Snee'WArlrlgebsm-aBocebod aa<<l3e2a•r[oLCf WeubWerd I6 1 1 I ; Load A.-Pen. oo =10 F I I L1 Q d 16 3 1 1 l ; S 6 _ __- - _ - - �jg I7 I 1 2z 1 RfAmbl DI 2 3 1 J Dead 30 I I 3 2 3 J PZ WFes" F nlun fa u,hA loW frmbJ 2CT minrnlaW Wmrl-dr(r hbJlBl Fw oOn endo beh lm•mnmu m<Snuon)3I]eW 3311 612 2RaB 1 1 z 2 1 3 4 J ReefLrvr AMERICAN rORE•!T&PAPER ASSoctArioN 4< ` Tbularcdash-noir rp.<Inp fm ntaalaW.hP WNn+uma u'd6 ue dsatMain arcvd•r<e vnh 5enhnJlll Fm other wall.Mnwp 34 N I 3 I 2 3 4 3 2 ] 4 7 Ground scow Load Spm me ulwhtd vrchw Mir apr<mp Wel bac dmdd by ae rgpaprl.w Wn6vag type d)wemuf mTN JI7D,bmmn-uab 11 v .-nor can A-mrp ae.dammeermm J3 z 1 , J J / s 5 :o ar Jo r so.r To 0 r 'aJ"o 3 • Fw dumaavd Yuri.aW prde paemmm llO mpk wlma ohlrml bteW rN<fron Table 11 PmaOmle2 plf hlenlcamrma Wil 36 2 2 3 l J d 5 6 $pan Allnrmul° •z� bac anamWd ,bel-1e Gam r>Ne]! u I 1 1 I 1 2 2 7 amm,s Q 16 1 1 1 2 1 Sh-mm,,Tp, Rump nr Thmtnar pocmglln) Gudc bre) 20 1 1 z 2 2 3 3 3 713-1212 34 1 I - 2 _ ) 3 d W. Swttural Pa-b NO 3/e 14 24 193 16 3A 1 3 3 3 J 1 4 d (5lmuhmg(arab.C-C, 2416 7116 2J 21 191 192 C.D 058) 32'16 15132 24 24 24 192 • 32 2 2 2 ) J 1 a 7 4020 19132 24 24 24 21 _a Table 32C Ill or Bottom Plate to Foundation Connections (Anchor Bolts) 76 2 2 z ) 1 s a F. Resisting Uplift Loads from Wind-ExposuroB Tabladwmallon qulemnuWWlb:pvundmbemWbplldbyU]Ofm6vmegmll-udwrwaafmnrWdemg 1N:J 23!32 2/ 21 14 zl O x o (prescrlptlw Alternative to Table 32) coma, WmdSwcmrolPaneb lane 19132 2J 2d 2192 J (3 ~O _- TO,lated ndge 1-tien load•.amore I tufldmg 1-aced te EaPovme B ISingk Flom 4rada TO o c 19 32 2a 11 21 11 W m ,^j '-• -_- -_ _------ - TabJaud comcamo ngmmrcua an bud an local uphfl'euro 26 of lne roof•ncmbly bed l°ed(0°a 10gq Urdmbymrnl C C 2J o c 23,32 2J 2J 31 21 Tb-s-wdOml wnd 85 90 100 110 1m Ib 140 Ise ' T• IWdeonvr<'Ioa ngmaemmnla anMdm•IS men ndge sap,pmng.fm drRert+J ndP alnp qucug,mWvply the Plugged) 71ic T'8 24 24 2_J 24 AN Bmom Plve m Fwaetloo A-h-Boll ubulatd eels.bac the app,pre O mulupllabclo' 48.c 1-J!32 1J 24 24 21 TIMSEPLANSARE Ceooencn Awml FO'�•M1OO S'FP-pog Mamdm A-�ar Bob SM�walml1T 32 GC Rldgr Cnunctmn Spr 11-) 13 16 193 34 Ig l3 Ium6a Boad Shalbing eJ P'EW T MW pI 100 1 3J 1°0 100 4 W a oo Common S N 19 22 l6 12 I! iNsD ARE THE PROPERTY Uplrfl l9em I S nOf- n 70 19 ]9 3a 25 23 Wban me ubulau,1 oumbceof nth mpuvd In each eneorlbe vm�p a dual 10 1 ad me fivnol I,amchad m uemdao<e wlN or Uulny AND ARE THE PROPERTY mmnm 2me Tablell We nd,e.mpeW.lora-.Imdmg-Re eWu'� OF THE ENGINEER 1.3 een; n n 57 4s a 10 27 . wnm. 11,...d In hes on rid w ALTERATION PLANS IS A PmrarpU.e Im,u m wed M...amptlwD b rabh 71 p torp,m<namba of lo°common mnx mgmrd,°eon eW afore collo Ae n-d ria common 3'a 2J 19^ 19 1 I s TO THESE PIANS IS A e.<md Ih ubulatd numbs of 8d common Iola In a n-I asap o 0m numMof I led non uric m eon and of Om.vlly acv-d m U1111ry - Wh-avcb°r bolo en caved mrean vsOR ntmd ad,6url-a+rh wunluo.-blob apacuy JWl nw nwd Wcleaacr orris 06Wad ..ted VIOLATION OF SECTION lheubWaicdnumbanf l0dbr.mill m a nee snap 7209 OF THE NEW YORK <J-.r-gWIuOe R•bie]lC�-WcnlWder Naa(L• 32B)Fw win•°sin Ov6lmu-vu v«bavmJll%udJ3]3 STATE EDUCATION HAW I �EAL Exception Where a stairway of two or fewer risers is located on the exterior side of a door,other than 6 Wood structural members supporting moisture permeable floors or roofs that are exposed to the ,,- NE 8301.2.1.2 Internal Pressure-Windows in buildings located In wind-home deons'regions shall Section 8308-Glazing eP 1t^ as r° , have glazed openings rotected from wind-borne debris or the building shall be designed as a R308.3 Human impact loads-Individual lazed areas including lass minors in hazardous locations 9 g q weather,such as concrete or masonry slabs,unless separated from such floors or roofs by an ca 01 F p the required exit door,a landing is not required for the exterior side of the door glp p B B B impervious moisture bamer partially enclosed building in accordance with the Residential Code of New York State Glazed such as those indicated as defined in Section R308 4 shall pass the test requirements of CPSC 16CFR, 7 Wood furring strips or other wood framing members attached directly to the interior of exterior opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of 8311.5.1 Width-Stairways shall not be less than 36 inches m clear width at all points above the eqpart]201 Glazing shall comply with the CPSC 16 CFR Part 1201 criteria for Category I or masonry walls or concrete wails below grade except where an approved vapor retarder is applied �lm ASTM E1996 and of ASTM E1886 referenced therein than 4 5 d handrail height and below the required headroom height width Handrails shall not project more ?^ _ Category II as indicated in Table 8308 3 between the wall and the fumng strips or framing members than 4 5 orches on either side of the stairway and the muvmum clear width of the stairway at and Bao �2 TABLE R306 J below the handrail height,ht,mcludin Heads and landings shall not be less than 31 5 inches where a Exception Wood structural panels with a mimmum thickness of 7/16 inch and a maximum span of 8 -- MINIMUM CATEGORY CLASSIFICATION OF GLAZING _ B B Section R320-Protection Against Termites_ °FEssuoNP` handrail is installed on one side and 27 niches where the handrails are provided on both sides feet shall be permitted for opening protection in one and two story buildings Panels shall be precut I GLAZED PANELS GIAZXD PANELS I:ND EJNOLmoSURRES R320.1 Subterranean termite control-In all of Nassau and Suffolk Counties,methods of GLAZING IN STORY REOULATEO fir REGULATED BY REGJLATED DY rotection shall be b chemical soil treatmen ressuie reservahve Heated wood in accordance with to over�hq glazed ogenings with pttachment_h�ardwarc provided Attachments shall be provided in EIrPO6eDSUHFACE OR watsNATNNI GLAZING IN HEY 7OF SECTION ITEM I OFSECTION,REN S DF RECTION --a GLASS R311.5.2 Headroom-The minimum headroom in all parts of the stairway shall not be less than 6 feet, P Y t'P P AREA OF ONE BIDE DOORfi DOORe Rba A RaaeA I RdNIA4 DOORS PATIO TYPE the AWPA standards listed ni Section 323 1,naturally ternirte resistant wood or physical barriers accordance with Table/R30�2-� OF ONE LRE V- c cYA. G claa,A) ICY' n...l-}I IGNVP tCAu c.t cl„. 8 inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface y P Y O r�LC Cl C OJ t r nr ka+ _ I NR I n (such as metal or plastic termite shields),or any combination of these methods TABLE RmLs `9 r i ■W/ of the landing or platform MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS hlorc tsar 9 ft If II If 11 II II (In pitunOA NIM.q 1PD1) USE LNE LOAD M I Raarc r.n N+9 m 8311.5.3.1 Riser height-The maximum riser height shall be 8 25 inches The riser shall be measured FEB �• ��o •vI,«Pn,n,Ne,lmrcmlm }_ An,n LASH lunlled nu Jge� zo vertically between leading edges of the adjacent treads The greatest riser height within any flight of CHAPTER 4-FOUNDATION Attics wllhmt stooges m stairs shall not exceed the smallest by more than 3/8 of an inch Section R402-Materials D x 40 8308.4 Hazardous locations-The following shall be considered specific hazardous locations for the f glazing 8402.2-Concrete-All Compression Strengths for Concrete Basement Walls,Foundation Walls, Ext en-1,21cDmpurposes o e. N) R311.5.3.2 Tread depth-The minimum tread depth shall be 9 inches The tread depth shall be Basement Slabs and other Concrete Structures shall comply with Table R402 2 F-p, I Glazing in swinging doors except jalousies measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a a Zoning Board Of Appeals La W.A.and hams h^ nX 2 Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold right angle to the tread's leading edge The greatest tread depth withm any flight of stairs shall not a Section 8403-Footings ;'P•I � °o°wa,l,m-ml.Gm«ricin.' so closet door assemblies exceed the smallest by more than 3/8 inch Winder treads shall have a minirmum tread depth of 10 R403.1 General-All exterior walls shall be supported on continuous solid concrete footings which ^ P,ssen wJllie RamAes• 5Nr 3 Glazingin storm doors inches measured above at int 12 inches from the side where the treads are narrower Winder treads TABLE R3016 Po shall be of sufficient design to accommodate all loads according to Section 8301 and to transmit the W W IBIOIUM ROOF LIVE LOADS IN POUNDS-FORCE -GNmx Piper Ihan.leepins Npm: 40 4 Glazinmall unframed scorn m doors shall have a minimum tread depth depth of 6 niches at any point Within any flight of stans the a W PER SQUARE FOOT OF HORIZONTAL PROJELTgN B swinging resulting loads to the soil within the limitations as determmed from the character of the soil Footings s-� —MARY__AREA IN s ' 10 5 Glazing indoors and enclosures for hot tubs,whirlpools,saunas,steam rooms,bathtubs and greatest Winder tread depth at the 12 inch walk line shall not exceed the smallest by more than 318 inch shall be supported on undisturbed natural soils or engineered fill r” SGUARe FEETFORAN' Winders are p Po ' 6rRtIcn1A.L IdEAEBER SLATS 4o showers Glazing in any part of a building wall enclosing these compartments where the bottom permitted,provided that the width of the tread at int not more than 12 inches from the rim 51 I poud M s,luale fsa,•Ilal]9 krlhn I square,inti°W t mm1 AMP SLOPE o'°'°° '°'`°'°° °""°°° I pPUN..x43 N exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking side where the treads are narrower is not less than l0 inches and the minimum width of any tread is not R403.1.1 Minimum size-Minimum sizes for concrete footings shall be as set forth in Table R403 I I� � Flat•N nw Is than 4l ic,rNr ]0 IG 12 ,elnaieaNpraSen p„wRx.wmknr.,R•�mnxaz ME�I»wminNa=o- less than 6 inches The continuous handrail required by Section 8315 1 shall be located on the side a z a a fan(13) __ peed P.er a r0-e,u a,,,«A surfaces A Apphb to anrc•I�+„eclm,Ile INmrcmcnt.m bcamn RI(12 41 f« where the tread is narrower. H nEINFORCNG I N Rlse 4 inches p,,foo,p 3)to In 14 17 aP PI n 1 1.1-1—Iog I,l«IRa(Z IU]fmuu A,nc.v 1 ootfo, 6 Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge T BAR M REINFORCING [�] W � n les,Ihan iz lnchc.per rPPI U 1) „Pr,pearcnIert,I ,,mAmie,.ne�Bn,ne,.<<nlPl.l,n.l«r,e„s is within a 24 inch arc of the door ni a closed position and whose bottom edge is less than 60 inches le I”MN B''n R,se I:I«nen per r«n U I' I+ 1z Iz k,a,I,anazalnn«. /a«mN,...<,wlln R311.5.4 Landings for stairways-There shall be a floor or landing at the top and bottom of each LENGTH I61N MN LENGTH a '- andIn<,am=tb<Pnhr«Ymacap cap* Yn,K,m-SI,42IrcIIome above the floor or walking surface stairway - z W >• C`4 b z f«,wlde«,rca,er I,<a M-,h.Ane plan<Pf dew+.I«.W<, y Iasi i gRxr..A.00FT m-I p..p«wm<Iw-aW]rLwm e,N us «,p nn,I,�IPy.<d«Nx nwm dIP,,a mina x,dr Wm 7 Glazing in an individual fixed or operable panel,other than those locations described in items 5 <„� > - T IVAn rQ An.IS,anmV°L anY ndxr lee lawlsryulmrcnl+ �„�_ .rR .� and 6 above,that meets all of the following conditions Exception:A floor or landing is not required at the top of an interior flight of stairs,provided a door V J C TABLE A301 7 7 1 Exposed area of an individual pane greater than 9 Sq Ft does not swing over the stairs ,e N NA)( T ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSaa• �I ALLOWABLE 7 2 Bottom edge less than 18 inches above the floor p I ►� a ¢ " STRUCTURAL MEWER GepLeCItON 7 3 Top edge greater than 36 inches above the floor 8311.5.6 Handrails-Handrails shall be provided on at least one side of each stairway with two or -( t%] W a f-W h hri slope.-rine man vl z wen no visa 74 One or more walking surfaces within 36 inches horizontally of the glazing more nsers Handrail height,measured above stair tread nosings,shall be not less than 34 inches and �/ z Q Ix w anl,ied<,Iln ai,cnc ria mrm not more than 38 inches All required handrails shall be continuous the full length of the stairs from a WIN MIN ° Q W a 1 tmmwall.andpentUams wliw Section R309-Garages and Carports wREINFORCINQ `Q w point directly above the top riser of a flight to a point directly above the lowest riser of the flight r4 w Fl0p,8 and plastered«iltn-s uwo 8309.1 Opening protection-Openings from a private garage directly into a room used for sleeping Ends shall be returned or shall terminate in newel posts or safety terminal Handrails adjacent to a 18 IN MGN LENGTH iSAII � U (�+ A H All od=5°°`tiral"1C"'ben LJ244) purposes shall not be permitted Other openings between the garage and residence shall be equipped wall shall have a space of not less than 1-1/2 inches between the wall and the handrail +T._,4 Exhenurwulb wnh IAsur IN nUccn rnl,n wino with a 3/4 hour fire-protection-rated door assembly equipped with a self-closing device Th minimum fm,K duck«.c t In,NRel,ma,N41 NaN Ile(mint tl«trim,w mmr,mwpN mem I Tte esNunsnl bu aue,n seRwl aw anNl NaN Ili rim ere m LAP..unNeppeE ural f:xienor walls wind leads-with bnak fnt.ne, IJ2411Section 8312-Guards Armmmum Princle.ofwa<� ,Rq—d—.11—f—, i a Exmnor wWi�-w,nd 1°ade•wnh flexible fiNshes alio R309.2 Separation Required-The garage shall be separated from the residence and its attic area by R312.1 Guards required-Porches,balconies or raised floor surfaces located more than 30 inches FIGURE R4°i1A ¢ NOT E L=span kglh H=span h<& horizontal or vertical separations conforming to Sections R309 2 1 and R309 2 2 P r,<.mdi,,ddWlbap<ttcd Pbi a,,mOTnm<nh=CPmp.mcnl and above the floor or grade below shall have guards not less than 36 orches ni height Open sides of cl,amnFlP,d.r«Bleph,poYPrmad<I<rminmFa<n<nlPnhm,,,narcmz stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not Section 8404-Foundation Walls b FvnaaI member,i dWlbegkenmwemhelenglhuflh<aanuinn R309.2.1 Vertical Separations-Where partitions are used to separate vertically an attached garage less than 34 inches in height measured vertically from the nosing of the treads r A,w mnam mO m N memm.NRJ 11 aced m«r.«..11-1+Jn- from the dwellingor its attic,the partition assembly shall have a 3/4-hour fire-resistant rating B Y B R404.1.2 Concrete foundation walls-Concrete foundation walls shall be constructed as set forth in da,nPn.,rpN,n,wenw,aupwmnF.ulreufgI-,o,—dwnn P y B rynr.Kc�dl�lm,,mmII.en,af,Psn.mNnlPwWt ewaldhaxaoeaAdn,uvMmi,wPnam xnnn ml e,<e<a LrNi F«.,ndwn Panik Tables R404-11(2),R40411(3)and R40411(4) R312.2 Guard opening limitations-Required guards ono en sides of stairways,raised floor areas, uJJmvn«pa F, R309.2.2 Horizontal Separations-Where horizontal construction is used to separate the garage from balconies and porches shall have intermediate rails or ornamental closures that do not allow passage ¢ Section R303-Light,Ventilation and Heating the residence or its attic,such construction shall be protected with one layer of 5/8-inch thick,Type-X, of a sphere 4 inches or more in diameter. A All Residential Construction shall comply with this section when referencing Habitable Rooms(8% gypsum board,installed in accordance with the requirements of Section R702 3 Openings in Light&4%Ventilation),Adjoining Rooms,Bathrooms,Stairway Illuimnahon horizontal separations shall not be permitted except where the residence is otherwise protected by Section R313-Smoke Alarms,Automatic Sprinkler Systems and Carbon Required Glazed vertical separations Where the horizontal separation is a floor-ceiling assembly the structure and R Required Heatm 68°Min) Monoxide Alarms TABLE-EARN Openingseq B( supporting the separation shall also be protected by not less than 5/8-inch thick,Type-X,gypsum 8312.1 Smoke alarms-Single and multiple-station smoke alarms shall be installed in the following PRESUMPTIVE LOAD-SEARING YALUES OF board or equivalent locations 1 In each sleeping room,2utsie o Outside each separate sleeping area in the Immediate FOUNDATION MATERIALY_�RNG R303.6 Stair illumination-All interior and exterior stairways shall be provided with a means to , PREB6URE illuminate the stairs,including the landings and treads Exterior stairways providing access to a Section R310-Emergency Escape and Rescue Openings vicinity of the bedrooms 3 On each additional story of the dwelling,including basements and cellars MATERIAL - 1 Wed.pa nlAq basement from the outside grade level shall be provided with an artificial fight source located m the 8310.1 Emergency escape and rescue openings required-Basements with habitable spaces and but not including crawl spaces and uninhabited attics In dwellings or dwelling onus with split levels cw2s OF YA T -__.R__ ) l I_'Ilflf' every sleeping room shall have at least one operable emergency escape and rescue opening Where and without an intervening door between the adjacent levels,a smoke alarm installed on the upper ,lallms.I Id `7w immediate vicinity of the bottom landing sed,menlJ rid fPllamd raL xX V) emergency escape and rescue openings are provided they shall have a sill height of not more than 44 level shall suffice for adjacent lower level provided that the lower level is less than one full story U inches above the floor below the upper level When more than one smoke alarm is required to be installed within an Sand Gaal Jnm«em,cl Icw aria P, a(XX"— Section WSection 8305-Ceiling Height individual dwellingunit the alarm devices shall be interconnected in such a manner that the actuation sand,b,.and J..c..ana,dt,Fn,i ane label gm.el z uoo R305.1 Minimum Height-Habitable rooms,hallways,corridors,bathrooms,toilet rooms and R310.1.1 Minimum opening area-All emergency escape and rescue openings,except Grade floor of one alarm will activate all of the alarms in the individual unit The alarm shall be clearly audible I\W%P SM M (.M and(A I I laundry rooms shall have a ceiling height of not less than 7 feet The required height shall be Openings,shall have a muumum net clear opening of 5 7 Square Feet Grade floor openings shall have in all bedrooms over background noise levels with all intervening doors closed All smoke alarms ,c ad:aw�lir err nl'r=ia,.la. „l,A. I o measured from the finish floor to the lowest projection from the ceiling a minimum net clear opening of 5 0 Square Feet, shall be listed and installed in accordance with the provisions of this code and the household fire ci_M1 M1IH.md c1n > warning equipment provisions of NFPA 72 Iv,sI I pwnd p y «4,x•p WP)LN/m ua I When Bal lel.irerc Ioai b,Sv�vmnN WIJ lheullsm ahle le«Inaaep:. (y., Section 8307-Toilet,Bath and Shouter Spaces R310.1.2 Minimum opening height-The mmrmum net clear opening height shall be 24 Inches „Ie+Pr m<.d.h,u e p n P,a momm M.uuns 8313.1.2 Power source-The required smoke alarms and carbon monoxide alarms shall receive their n con«m plxe wn.e,m,a.hn«.n=I..nnF•awln nnn•n an I n R307.1 Space required-Fixtures shall be spaced as per Figure R307.1 p+f rcb ,PIx d nlahm..m Iti,n, nnl<kP,K,apmn H nk P P 8310.1.3 Minimum opening width-The minimum net clear opening width shall be 20 Inches primary power from the building wiring when such annul-is served from a commercial source,and &-=b,, u„m,n7an,m when prunary power is interrupted,shall receive power from a battery Wiring shall be permanent Height above oris gra e- onLrete and masonry foundation walls shall extend above IN WALI .IN WALL 41N WALL z IN WALL WALL R310.2 Window wells-The nummu rn horizontal area of the window well shall be 9 square feet,with and without a disconnecting switch other than those required for overcurrent protection Smoke the finished grade adjacent to the foundation at all points a minimum of inches where masonry +I -1 r -1 I' . ��” veneer is used and a nummu rn of 6 inches elsewhere. a minimum horizontal projection and width of 36 niches The area of the window well shall allow the alarms shall be permitted to be battery operated when installed to buildings within commercial power emergency escape and rescue opening to be fully opened or in buildings that undergo alterations,repairs or additions regulated by Section R317 1 1 rue o 3o Iv 8404.1.7 Backfill placement-Backfill shall not be placed agonist the wall until the wall has A Exception:The ladder or steps required by Section R310 2 1 shall be permitted to encroach a R313.4 Carbon Monoxide alarms-Carbon monoxide alarms shall be installed in the following sufficient strength and has been anchored to the floor,or has been sufficiently braced to prevent we Jo IN maximum of 6 inches into the required dimensions of the window well locations 1 Within each dwelling unit on any story having a sleeping area 2 On any story of a damage by the backfill U z-IN MIN CLEARANCE dwelling unit where fuel fired appliances and equipment,solid burning appliances and equipment, LAVATORIES R310.2.1 Ladder and steps-Window wells with a vertical depth greater than 44 inches shall be fireplares or attached garages are located A carbon monoxide alarm installed on any story of a Section R405-Foundation Drainage 'A U) equipped with a permanently affixed ladder or steps usable with the window in the fully open position dwelling unit having a sleeping area shall suffice for that story where fuel fired appliances and 8405.1 Concrete or masonry foundations-Drains shall be provided around all concrete and LA.4 a r r IFI CLFAWINCE IN mason foundations that retain earth and enclose habitable or usable aces located below ode FRONT Q OPENING Ladders or steps required by this section shall not be required to comply with Sections R311 5 and equipment,solid-fuel burring appliances and equipments fireplaces or attached automotive parking TY spaces Br 6 r f- SHOWEII R311.6 Ladders or rungs shall have an inside width of at least 12 inches,shall project at least 3 inches garages are also located When more than one carbon monoxide alarm is required to be installed Drainage tiles,gravel or crushed stone drains,or perforated pipe shall be installed at or below the area ,F 9 z u WATER CLOSET from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the within an individual dwelling unit,the alarms shall be interconnected in such a manner that the to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Moo z � OR BIDET \ actuation of one alarm will activate all of the alarms in the individual unit Carbon monoxide alarms Gravel or crushed stone drains shall extend at least I foot beyond the outside edge of the footing and C7 0 Isla W window well IS IN WALL 131N- shall not be located within or neaz the openings to garages,bathrooms or furnace rooms 6 inches above the top of the footing and be covered with an approved filter membrane material The Ix p Section R311-Means of Egress top of open joints of drain riles shall be protected with strips of building paper,and the drainage tiles o Z R311.3 Hallways-The minimum inim width of a hallway shall be not less than 3 feet Section R319-Protection Against Decay or perforated pipe shall be placed on a mum of 2 inches of washed gravel or crushed rock as least _ TUB R319.1 Location required-All construction within Nassau and Suffolk Counties is required install one sieve size larger than the file joint opening or perforation and covered with not less than 6 Inches `o z,IN zI IN R311.4.1 Exit door required-Not less than one exit door conforring nto this chapter shall be an approved pressure treated lumber or decay resistant heartwood in the following conditions of the same material r CLEAMNCE CLEARANU WALL provided from each dwelling unit The required exit door shall provide for direct access from the 1 Wood joists or the bottom of a wood structural floor when closer than 18 Inches or wood girders N ° x °z • - habitable portions of the dwelling to the exterior without requiring travel through a garage when closer than 12"to the exposed ground in crawl spaces or unexcavated area located within the Section 8406-Foundation Waterproofing and Dampproofing N TUB periphery of the building foundation R406.1 Concrete or masonry foundation dampproo5ng-Foundation walls that retain earth and R311.4.2 Door type and size-The required exit door shall be a side-hinged door not less than 3 feet 2 All wood framing members that rest on concrete or masonry foundation walls and are less than 8 enclose habitable or usable spaces located below grade shall be dampproofed from the top of the o a o Fj in width and 6 feet 8 Inches in height inches from the exposed ground footing to the finished grade Masonry walls shall have not less than 3/8 inch portland cement WATER CLOSETS WALL 3 Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless pargmg applied to the exterior of the wall The parging shall be dampprcofed with a bitummousAN R311.4.3 Landings at doors-There shall be a floor or landing on each side of each exterior door separated from such slab by an impervious moisture barrier coating or 3 pounds per square yard of acrylic modified cement or I/8 inch coat of surface-bonding THESE PLANS ARE VI K.11 I,«n=u a mm IVSD ARE THE OF SERVICE The floor or landing at the exit door required by Section R311 4 1 shall not be more than 1 5 inches 4 The ends of wood girders entering exterior masonry or concrete walls having clearances of less mortar complying with ASTM C 887 or any other material permitted for waterproofing in Section OF THE ENGINEER FIQURE 8307.2 MwIMUM FDrTUNE cLEARANces lower than the top of the threshold, The floor or landing at exterior doors other than the exit door shall than 0 5 inches on tops,sides and ends 8406 2 Concrete walls shall be dam roofed b I an one of the above listed dam roofin ALTO THESE L NS IS A not be required to comply with this requirement but shall have a rise no eater than 8 25 Inches 5 Wood siding,sheathing and wall framing on the exterior of a building having a clearance of less PP y applying y PP B TO THESE PLANS IS A gr B materials or any one of the waterproofing materials listed In Section 8406 2 to the exterior of the VIOLATION OF SECTION than 6 inches from the ground wall 7209 OF THE NEW YORK STATE EDUCATION LAW SEAL Section R408-Under-Floor Space 8603.7 Structural sheathing-Wall sheathing require _ k attachment shall conform to AF&PA CHAPTER 8-ROOF-CEILING CONSTRUCTION manufacturers Base end cap flashing-Base and cap flashing shall be installed in accordance with s�o NEW yo 408.1 Ventilation-The under-floor space between the bottom of the floor and the earth under any WFCM-2001 Tables 3 11,3 13A Section R802-Wood Roof Framing manufacturers installation instructions building(except space occupied by a basement or cellar)shall be provided with ventilation openings R802.1 Identification-Load-bearing dimension lumber for wood roof-ceiling construction shallXthrough foundation walls or exterior was The muumum net area of ventilation openings shall not Section R613-Exterior Windows and Glass Doors be identified by a grade mark of a lumber grading or inspection agency that has been approved by R905.2.8.2 Valley flashing-Valley flashing shall be installed in accordance with manufacturer's w be less than 1 square foot for each 150 square feet of under-floor space area One such ventilation R613.4 Wind-borne debris protection-Protection of exterior windows and glass doors In building an accreditation body that complies with DOC PS 20 in lieu of a grade mark,a certificate of installation instructions before applying shingles y1P _ opening shall be within 3 feet of each comer of said building R905.2.9 Application-Mineral-surface roll roofing s located m hurricane-prone regions from wind-borne debris shall be in accordance with Section Inspection issued by a lumber grading or inspection agency meeting the requirements of Section kA a,W �F2o 8301 2 1 2 8502-Wood Floor Frarung AH framing in these construction drawings assumed to be hall be installed in accordance with the ROF ss% Residential Code of New York State or the Manufacturer's Specifications whichever Is greater R408.3 Access-Access shall be provided to all under-floor spaces Access openings through the Douglas Fir Larch No.2 with an E value of 1,600,000 psi and an Fb value of 875 psi.unless floor shall be a minorum of 18 inches by 24 inches Openings through a perimeter wall shall be 16 R613.5.1 Anchoring requirements-Window and glass door assemblies shall be anchored in noted otherwise. ` inches by 24 inches When any portion of the through wall access Is below grade,an areaway of not accordance with published manufacturer's recommendations to achieve the designed pressure CHAPTER 11-ENERGY EFFICIENCY less than 16 Inches by 24 Inches shall be provided Thel -om o e areawa-glial fie be ow the specified R802.2 Design and Construction-Roof-ceilings shall be designed and constructed in Section N1102-Building Envelope r-i J� O threshold of the access opening Through wall access o emngs shall nod (edl�rider a door to accordance with AF&PA/WFCM-2001 and ASCE 7 N1102.1 Thermal performance criteria-The minunum required insulation R-value or maximum the residence �] Section R703-Exterior Coverings required U-factor for each element In the building thermal envelope(fenestration,roof/ceiling,opaque I R703.1 General-Exterior walls shall provide the building with a weather-resistant exterior wall8802.3 Framing details-Rafters shall be framed to ridge board or to each other with a gusset wall,floor,slab edge,crawl space wall and basement wall)shall be in accordance with the criteria in CHAPTER 5-FLOORSelope The exterior wall envelope shall include flashing as described in Section R703 8 The Table N 1102 1 or Table N 1101 3 5 for electric resistance heat FEBr n �j plate as a tie. Ridge board shall be at least 1 inch nominal thickness and not less In depth than the r E B 0 l e0 LO exterior wall envelope shall be designed and constructed in such a manner as to prevent the cut end of the rafter At all valleys and hips there shall be a valley or hip rafter not less than 2 Section 8502-Wood Floor Framing accumulation ofwater within the wall assembly by providing a water-resistive barrier behind the niOne-and-two-family dwellings,with greater than IS-percent glazing area,townhouses,with greater 8502.1 Identification-Load-bearing dimension lumber for joists,beams and girders shall be inch nornal thickness and not less rrr depth than the cut end of the rafter Hip and valley rafters than 25- rcent glazing area,and an residential building in climates with HDD equal to or eater identified by a grade mark of a lumber grading or inspeCntion agency that has been approved by an exterior veneer as required by Section R703 2Pe B B Y g W gr U shall a supported et the nine by a brace bearinglesstpartition or be designed to carry and distribute accreditation be that complies with DOC PS 20 In lieu o6a glade mar]C,a Ce c te-o sg tion the specific load at that point Where roof pitch is less than 3 amts vertical in 12 units horizontal, than 13,000,shall Construction compliance using the building envelope requirements of the Energy a P { 1, I i Li I71 1 i Ti P P. I R703.2 Weather-resistant sheathing paper-Asphalt-saturated felt free from holes and breaks, Conservation Construction Code of New York State a issued by a lumber grading or inspection agency meenn Fe regunements o Stechon � od structural members that support rafters and ceiling Joists,such as ridge beams,hips and valleys, a weighing not less than 14 pounds per 100 square feet and complying with ASTM D 226 shall be shall be designed as beams Floor Framing All framing in these construction drawings is assumed to be Douglas Fir Lerch applied over studs or sheathing of all exterior walls as required by Table 8703 4 Such felt or PART V-Mechanical W No.2 with an E value of 1,600,000 psi and an Fb value of 875 psi.unless noted otherwise, materia]shall to applied horizontally,withexterior the upper layer lapped over the lower layer not less than 2 All Mechanical Systems,Heating and cooling equipment,Exhaust systems,Duct systems, W inches Where Joints occur,felt shall be lapped not less than 6 orches 8802.6 Hearing-The ends of each rafter or ceilmg Joist shall have not less than 1 5 inches or Combustion air,Chimneys and vents,Special fuel-burning equipment,Boilers/Water heaters, W R502.6 Bearing-The ends of each Joist,beam or girder shall have not have less than 15 inches of bearing on wood or metal and not less than 3 inches on masonry or concrete Hydronic piping,Special piping and storage systems and Solar systems must comply with and be a z bearing on wood or metal and not less than 3 inches on masonry or concrete except where supported R703.4 Attachments-Unless specified otherwise,all wall coverings shall be securely fastened in installed in accordance with Pert V-Mechanical of the Residential Code of New York State.in a I inch by 4 inch ribbon step and nailed to the adjacent stud or by the use of approved Joist accordance with Table R703 4 or with other aluminum,stainless steel,zmc-coated or other excessR802. Cutting end notching-Structural roof members shall not be cut,bored or notched in C7 hangers corrosive-resistive fasteners excess of]imitations specified In this section CHAPTER 13-GENERAL MECHANICAL SYSTEMS a z N 8502.7 Lateral restraint et supports-Joists shall be supported laterally at the ends by full-depth 8802.7.1 Sawn Lumber-Notches in solid lumber Joists,rafters and beams shall not exceed one REQUIREMENTS W T n TABLE RM 4 Section M1305-Appliance Access solid blocking not less than 2 inches nominal in thickness,or by attachment to a header,band,or run WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS sixth of the depth of the member,shall not be longer than one of the depth of the member �QII Joist,or to an adjoining stud;or shall be otherwise provided with lateral support to prevent rotation Ka R^J*^'�TM•'m°"'°"`"°"° D"'"' and shall not be located in the muddle one-third of the span The tension side of members 4 M1305.1 Appliance access for inspection,service,repair and replacement -Appliances shall be z Z >- N rt Inches or greater in nominal thickness shall not be notched except at the ends of the members accessible for inspection,service,repair and replacement without removing permanent construction U 1-, > v 8502.7.1 Bridging-Joists exceeding a nominal 2 by 12 shall be supported laterally b solid -- - win _ The diameter of the holes bored or cut into members shall not exceed one-thud the depth of the Thirty inches ofworking space shell be provided in front of the control side to service an appliance ¢ z pp Y Y '~ w �.�."y am' ` " " Room heaters shall be permitted to be installed with at least an 18-inch working space A platform blocking,diagonal bridging(wood or metal),or continuous I inch by 3 inch step nailed across the n,!"^,, :una,l !In,l I,I!I v. member Holes shall not be closer than 2 inches to the top or bottom of the member,or to any Q a SG „o.J unr, Lrun N•• , !M F „r n^.rJ „ other hole located in the member Where the member is also notched the hole shall not be closer shall not be required for room heaters bottom of joists perpendicular to Joists at intervals not exceeding 8 feet H M„„• „�,p --- - n rn,.,n n I:D n,J n 1!u^,,, n rrr ,w m<a.uW P 0. "" 1 v-1",p !•1.., !-Ian n„I .,,,,.W P , than 2 inches to the notch M1305.1.2 Appliances in rooms-Appliances installed in a compartment,alcove,basement or !� W a. < R502.8 Drilling and notching-Structural floor members shall not be cut,bored or notched in excess W,N „ v �r Na n,:n n I :J„v1 "I:u,,.I ,1!11 U 110 n 1 smular space shall be accessed by an opening or door and an unobstructed passageway measuring not �-/ z Y u „�{„m 17-I„� !/ I.m i/:lira col „ n,np R802.7.2 Engineered wood products-Cuts,notches and holes bored in Iaminated veneer less than 24 inches wide and large enough to allow removal of the largest appliance in the space, of the liwtahons specified in Figure 8502 8 lumber,glue-lamuiated members or I-joists are not permitted unless the effect of such U W -� � , w^n un N]U)Ye,INw<m, k<s«.m,N]m am,of«<N]„r 8 J P provided that a level service space of not less than 30 inches deep and the height of the appliance,but a U N O _ penetrations are specifically considered m the design of the member not less than 30 inches,is present at the front or service side of the appliance with the door open ,cnn[r,r mi ,� w• ��i�v m-'- Panrl+Wn ,erua�l 8802.8 Lateral support-Rafters and ceiling Joists having adeptlyto-thiclrness ratio exceeding 5 M1305.1.3 Appliances in attics-Attics containing appliances requiring access shall be provided I{vtlhurd liJ,nF m NnaF tar N]U,+ c, n,e9 N,nr,1 V„r4 1,,l yc a.nuJ _-_ \„ 1 N -_ -_ to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to with an opening and a clear and unobstructed passageway large enough to allow removal of the a I{=�•-^r N• Yr, hwr,1 N,.n v h,^a v v„.x va+•v =r<''"'"'r prevent rotation largest appliance,but not less than 30 inches high and 22 inches wide and not more than 20 feet in w. V •W,n ❑normal / - �nmr n I n a„I,•/.-",I a,wn:•/; nw v,«„,W length when measured along the centerline of the passageway from the opening to the app'rance The H b,„r wP• .r vn : suPl<•/ :,: °' „a J .,n. R802.11.1 Roof he down-Roof assemblies subject to wind uplift pressures of 20 Lbs per Sq Ft passageway shall have continuous solid flooring in accordance with Chapter 5 not less than 24 inches Z or greater,as established in Table R301 2(2),adjusted for height and exposure per Table wide A level service space at least 30 inches deep and 30 inches wide shall be present along the sides R301 2(3),shall have rafter or truss ties provided at bearing locations in accordance with Table of the appliance where access is required the clear access opening dimensions shall be a muumum of r N„c p \a.a p Nma r.,l N M+nail a n„m,.1 n.,ria„ '/," ,•" ,,,,,< R802 11 A continuous load path shall be provided to transmit the uplift forces from the rafter or 20 inches 6 30 niche where such dimensions are lar a enough to allow removal of the largest -d-0 p-, _ y,^aa r'�mrr P P P P Y s, 8 BhLi Nue, Nwr Nh,a,wl aJn,m^aJ un,a n.,l n„anaJ•Nhoan„1 ° trubs nes to the foundation Wind uplift pressure on roof assemblies shall be detemuned using an appliance E- „,n ",n, effective wind area of 100 Sq Ft and Zone 1 in table R301 2(2) N.", UD n„-r 1 11,na,1!v IIU9p I! M1305.1.4 Appliances under floors-Underfloor spaces containing appliances requiring access shall - ---r-- --' - „ -- be provided with an unobstructed passageway large enough to remove the largest appliance,but not n !„"" '' ^'^'^a,1 n „ma,..N Section R803-Roof Sheathing 1',n•I nln,% IU,c '-n' ha+rk I•l,- S,aPI<_:�,• ,Je^'/- alla.u.J ,r+n less than 30 inches high and 22 inches wide A level service at least 30 inches deep and 30 inches �,� - --- R803.1 Lumber sheathing-allowable spans for lumber used as roof sheathing and the wide shall be resent at the front or service side of thea Nance P PP " J Nwaa Jmr - attachment there of shall conform to AF&PA WFCM-2001 Tables 3 1Q 3 12A,3 I2B snq�l,r A,„arr Dn nruin.x- r '-'r `" `'""""`«"' ""'W'- '"''-!°, -�J'ha°^�^•« Section M1306-Clearances from Combustible Construction 1p1t CHAPTER 9-ROOF ASSEMBLIES _ , Rc,rl xu„rrr M1306.1 Appliance clearance-Appliances shall be Installed with the clearances from unprotected � Section R905-Requirements for Roof Coverings combustible materials as indicated on the appliance label and in the manufacturer's installation F likraem,u,wrl rte, Naumnrrm Num,n n lJ,�nn"nn - m ^ 6. "u" v.,., „I• ;;, ,n..1 ^.m ^N'm;'W, R905.2 Asphalt Shingles-The installation of asphalt shingles shall comply with the provisions of instruction a � ,< m CJ - --- - ---- this section M1306.2 Clearance reduction-Reduction of clearances shall be in accordance with the appliance ua lihr,cnrm l,P uJ,np 'I„ \,art. \`., N,,nanuil `"�,u'ymn nail M1J�`an Q « v ------- R905.2.2 Slope-Asphalt shingles shall only be used on roof slopes of two units vemcal in 12 amts manufacturer's instructions and Table M 1306 2 F•r'•' " ^_!"mm horizontal or greater For roof slopes from two units vertical in 12 units horizontal up to four units J anNwa,W•rv�np of lM1imhmwaannr t\nc,,,uJ.ire ora<J.,,na«,uJmpahall MaPrlieJ u.•MVM1mp arp.\nt lv,M1v+Pv,,,F pIPYCrpro, __ _-_ M1N"Inaprn<mlJ,unp,anaN+.lull hr T-MuJ n�JifieJ n"Wh.W«„oMncW.nn a,m.ann,Enama,l.n.nr, vertical in 12 units horizontal,double underlayment application is required In accordance with mrton moor SmPlea,h.,l h,rrammmum.nc.^.,Jm..f', urn wvJc Juna,er aniA mvmlv,urtJ til immmum Vn Ib PFa•,r+ �,v,p,nnpngarq,aq. ,I Nnlvn,nPlc,Jdlh aliminum ral.^n"nl ur^�r,nenum numLnl Jun M1e Jman m,o,M,wJa La filerhuN.rt p,"um M1ackms Section 8905 27 .•.+• +-a-- ••� nOnva,«ame* DueravlP nip f \�um,num„11114 inanIJ.II M1e unh.rtrd,mh.,sn,tr nuumumm,ml+anJ,nlU,mM+aN„a,naa,n,u,n Un arra„v,,.1.+TM UYrrsn<r«al,aii,n,n, ^^+•`••'+M'�-a�®m"Ov r� whry+hall h MDILmI„nxr inn„",I Jm,anwn R905.2.3 Underlayment-Unless otherwise noted required underlayment shall conform with ASTM 5r I,mn.3l,mm Nhvnhm ryrcnam aPPldn>er,henM1np«avc,Mr-rcua,en,nr,nNanr ynn,.,,rN mahem aa.(M1M,+,,.aenaalp„n,,,lull„wra,,,W,aNlea,.a rtem,�e Mm•,nva,m, aur '`� -,��, -, <,J"„n wnrn•,.I.,,r.J D 226,Type I,or ASTM D 4869,Type I Self-adhering polymer modified bitumen sheet shall �I - n nim=norm,.,NJIh<a,a„v.,,n,•a.,,"...,r.,m<r,,,nnF comply with ASTM D 1970 .,•m - ------ rq„Ae oma ad,K nr.PPm.<J nn R502.9 Fastening-Floor framing shall be Walled in accordance with Table 602 3(I) Where posts R703.5 Wood shakes and shingles -Wood shakes and shingles shall conform to CSSD Grading 8905.2.4 Asphalt shingles-Asphalt shingles shall have self-seal stops or be interlocking,and and beams or girder construction is used to support framing,positive connections shall be provided to Rules for Wood Shakes and Shingles comply with ASTM D 225 or D3462 Asphalt shingles shall to certified to withstand 110 mph basic ensure against uplift and lateral displacement wind speed 8703.5.1 Application-Wood shakes or shingles shall be applied either single-course or double 1= Section R506-Concrete Floors(On Ground) course over nominal 1/2 inch wood-based sheathing or to furring strips over 1/2 inch nomnal R905.2.5 Fasteners-Fasteners for asphalt shingles shall be galvanized steel,stainless steel, �` m N",�",.n W R506.1 General-Concrete slab-on-ground floors shall be a minorum 3 5 inches thick The nonwood sheathing A weather-resistant permeable membrane shall be provided over all sheathing, aluminum or copper roofing nails,minimum 12 gage shank with a minimum 3/8"inch diameter head, J - z specified compressive strength of concrete shall be as set forth in Section 8402 2 with horizontal overlaps in the membrane of not less than 2 inches and vertical overlaps of not less ASTM F 1667,of a length to penetrate through the roofing materials and a mimmurn of 3/4 inch into ;,, _; - __-- 1.r•I than 6 inches Where fumng strips are used,they shall be i inch by 3 Inches or I inch by 4 inches the roof sheathing Where the roof sheathing is less than 3/4 inch flock the fasteners shall penetrate ^^r rill 7 n 1! I A w, Y P throw the sheathing Fasteners shall comply with ASTM F 1667 z R506.2.1 Fill-Fill material shall be free of vegetation and foreign material The fill shall be and shall be fastened horizontal) to the studs with 7d or 8d box nails and shall be spaced a distance Pah B P Y of the slab and except where approved by a registered design on center equal to the actual weather exposure of the shakes or shingles,not to exceed the maximum '- compacted to assure uniform)supportP j g R905.2.6 Attachment-Asphalt stn shingles shall have the number of fasteners required b the ^^ ^^ ^^®' M'' °'" `"`"^ "" ^° z not exceed 24 inches for clean sand or gravel and 8 inches for earth exposure specified in Table R703 5 2 The spacing between adjacent shingles to allow for expansion P P Pl q Y s,, ^ o _D professional,the fill depths shall manufacturer to withstand a basic winds speed of 110 mph Fastening method shall be tested in ...,,a.n+.rr, TMr.•"•w"^ -•� \ ,T, a U 0 0 3 shall not exceed 1/4 inch,and between adjacent shakes it shall not exceed 1/2 inch The offset P P g •,W�n°��•� •'••' 8506.2.2 Base-A 4-inch-thick base course consisting of clean graded sand gravel,crushed stone or spacing between joints in adjacent courses shall be a rmnimum of 1 1/2 inches accordance with ASTM D 3161,modified to use a wind speed of 110 mph _-J•n,. m° J"" ""- crushed blast-f imace slag passing a 2-inch sieve shall be placed on the prepared subgrade when the R905.2.7 Underly ent application-For roof slo s from two units vertical in 12 units horizontal ""° ""°'^ """ "' 3 o Z TABLE R)Dal.4 yin PP Pe r.u..n.a..m. ... .....r-.... w .-1.r-.+.,..rrr.,,.."ma.,u slab is below grade MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS- up to four units vertical to 12 units horizontal,underlaymnet shall be two layers applied in the _ following mariner Apply a 19 inch strip of underlayment felt parallel with and starting at the eaves, -• a"-,w-••"^••r•• <�• -••--'- R506.2.3 Vapor retarder-An approved vapor retarder with joints lapped not less than 6 inches LENm __ EXwsuRE wR ma�Lvu_R_sE ![wsURE ria oa erE CWRSE fastened sufficiently to hold m place Starting at the eave,apply 36 inch wide sheets of 6 shall be placed between the concrete floor slab and the base course or the prepared subgrade where Shwi-< underly en overlapping y p PART VII-PLUMBING In I r/ ,,, yin t,overly in successive sheets 19 inches,and fastened sufficient) to hold in lace s x'/ All Plumbing Systems&Fixtures,Water Heaters,Water Supply and Distribution,Sanitary Drainage, no base course exists 14' z For roof slopes of four units vertical in 12 amts horizontal or greater,mderlayment shall to one layer CD 1n N a M -- applied in the following manner Underlayment shall be applied shingle fashion,parallel to and Vents,and Traps must comply with and be installed in accordance with Part Vll-Plumbing of the 3 0 CHAPTER 6-WALL CONSTRUCTION snJL; Residential Code of New York State. Section 8602-Wood Well Framing s x'r J starting from the eave and lapped 2 Inches,fastened sufficiently to hold in place End laps shall be o a o Fr - 'ri, _ _- ix -_ offset by 6 feet PART ViII-ELECTRICAL R602.1 Identification-Load-bearing dimension lumber for wood wall construction shall be Iasi I,mh.ii a mm All electrical work must conform to N F P A 70-1999 and be installed in accordance with Part VIII- THESE PUNS ARE AN identified by a grade mark of a lumber grading or inspection agency that has been approved by an a D.unman,p,mn art r«w,,prod n n,ua,mum IU,mi,rapmu,r,.PmnaleJ p,dc R905.2.7.1 Ice protection-In all of Nassau and Suffolk County an Ice barrier that consists of a least Electric of the Residential Code of New York State.The inspection Agency providing the electrical AND A HE PROFPERTY accreditation body that complies with DOC PS 20 in lieu of a grade mark,a certificate of inspection n a^a,n,nm,1, two layers of underlayment cemented together or of a self-adhering polymer modified bitumed ER Issued by a lumber grading or inspection agency meeting the requirements of Section R502-Wood certificate must certify that all electrical work has been installed in accordance with these Codes, of TIOHE ENciiEDI together or of aself-adhering polymer modified bitumen sheet,shall be used m leu of normal Ar TO THESE L NS IS A Floor Framing AH framing in these construction drawings assumed to be Douglas Fir Larch underly ent and extend from the eaves edge to a point 24 inches Inside the exterior wall line of the To THESE PLANS Is a No.2 with an E value of 1,600,000 psi and an Fb value of 875 psi.unless noted otherwise. g NOTATION OF SECTION building TA OF THE NEW YORK STATE EDUCATION LAW :SEAL* <E OF E Y 11 'CP'G pp O �a/ V M w RECEIVED SIONP FEB 0 0 LZoning Board Of Appeals I III I-II I 4*'VTR a FLASH AS EXISTING EXTERIOR —� I_4 1 REO'D _lil ROOF a W DECK TO BE REMOVED IN ITS ENTIRETY , LAUNDRY ROOM W BATHROOM }� __T ; W w Z EXISTING BILCO ENTRY 1)I SINK I 1 SIN I III I} DOOR TO BE REMOVED ,I,J_ a v IN ITS ENTIRETY N ', SHOWER TUB 11 I W 3' SECOND I I I 1}' 1}" Ill DRAIN FLOOR QQ Z N CO T I 3"WASTE U CO r 1 ; z ^ Q _ I� L — BATHROOM 1} jam}� KITCHEN Q� � � 9L � F a¢ ¢ EXISTING u EXISTING EXTERIOR BATHROOM]ITS SHOWER TO BEFIXTURES Tr- --1 REMOVED IN ITSSINK SINMI'NKREMOVED I _ KITCHEN ENTIRETY � Lc7 ly ENTIRETY �� 1 I� NEW 4" SHOWER TUB FIRs7 1 U N Q FF AI }" 1}" " FLOOR G r' ____"CO BEDROOM#3 I IL_SIJ 3"WASTE L LJ I II EXISTING WINDOWS TO — — _ — — BASEMENT BE REMOVED IN ITS ENTIRETY U O N,TYP DINING ROOM J C O Col REMOVE EXISTING To EXIST SANITARY SYSTEM HOUSETRAP BEDROOM#2 ENTIRETY ASGYP ED IN F REQUIRED TO O INSTALL NEW 1/2"GYP I I BD,SEE A-102 FOR I PLUMBING RISER DIAGRAM '1 ADDITIONAL EXIST DOOR TO BE � I INFORMATION �l SCALE N T S REMOVED[TYP) EXIST WALL TO BE — J Zo REMOVED(TYP) E I I PART OF EXIST WALL TO 11 LIVING ROOM C] BE REMOVED ASBEDROOM#1 1 I EXISTING FIRE PLACE REQUIRED FOR NEW TO BE REMOVED WINDOWS,SEE A-102 1 FOR ADDITIONAL I W INFORMATION,TYP EXISTING ENTRY STOOP TO REMAIN REMOVE EXIST WALL& REMOVE EXIST DOOR, WINDOWS,SEE A-102 FOR SEE A-102 FOR REMOVE EXIST CEILING PANELS ADDITIONAL INFORMATION ADDITIONAL @� (CEILING JOISTS TO REMAIN), EXIST PORCH INFORMATION �}�B M A P I a SEE A-102&A-301 FOR EXIST ALUM SCREEN I`"'fpm 1 p, ADDITIONAL INFORMATION DOOR TO REMAINC)COD ff EXISTING WINDOWS AND REVIEWED BY W C) WINDOW R TO AIN Lu EXISTINGPORCH,TYP SEE DECISION �] w 'n4 DATED I`? �'z F" p xoa z w a 3n� FIRST FLOOR a w Q 1 REMOVAL PLAN SCALE 1/4"=1'-0" W 0 o F o r o x z o a o THESE PLANS ARE AN INSTRUAIENTOF SERVICE AND ARE THE PROPERTY OF THE ENGINEER ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW CANTILEVER NOTE STRUCTURAL NOTE KITCHEN EXHAUST FAN NOTE WINDOW AND DOOR NOTE SEAL ,C.' •V END JOIST MUST BE PRESSURE TREATED DOUBLE JOISTS UNDER ALL WALLS PARALLELTO PROVIDE EXHAUST HOOD AT KRCHEN FOR EQUIP CONTRACTOR IS TO VERIFY THE SIZE,STYLE& LEfaEC{Q �P.�_OF NSIV WHEN CANTILEVERED STRUCTURAL MEMBERS(TYP) EXHAUST PROVIDE MIN 100 CFM EXHAUST FAN MANUR OF ALL NEW WINDOWS AND DOORS WITH THE HOMEOWNER PRIORTO ORDERING AND BEFORE !� WALL CONSTRUCTION DOOR JAMB NOTE EMERGENCY ESCAPE WINDOWS THE START OF ANY CONSTRUCTION * �' Lonm EIVED DOOR JAMBS TO BE LOCATED 2'MINIMUM OFF WALL AND EMERGENCY ESCAPE WINDOWS MUST HAVE A CLEAR BRICK VENEER n Ix, 6'TYP UNLESS OTHERWISE NOTED OR DIMENSIONED OPENING OF 5 7 SQ FT.,MINIMUM HEIGHT OF , PROVIDE DOOR STOPS AT ALL DOORS AS REQ'D 24'AND MINIMUM WIDTH OF 20',5 0 SO FT ROUGH OPENING NOTE BEARING WALL Zw 2� FOR FIRST FLOOR WINDOWS OPENING ONTO GRADE CONTRACTOR IS TO VERIFY THE ROUGH OPENING DOOR AND HARDWARE NOTE, SIZE REQUIRED FOR ALL NEW WINDOWS AND DOORS 1 � ® / LQ�� WITH THE MANUFACTURER'SPECIFICATIONSLINE OF WALLS ABOVE FESSIONP! CONTRACTOR TO PROVIDE AND INSTALL ALL NEWDOORS AS SHOWN ON THE DRAWINGS PROVIDE AND PANTRY SHELVING NOTE , \ DOOR TO BE INSTALLED INSTALL ALL HARDWARE AS SELECTED BY OWNER CONTRACTOR TO PROVIDE FIVE ADJ 314'PLYWD. FLOOR SADDLE NOTE E )CONTRACTOR TO REVIEW THE SIZE,STYLE&TYPE SHELVES wl MELAMINE FINSH AS INDICATED ON PROVIDE SADDLES BETWEEN ALL CHANGES IN WITH OWNER PRIOR TO PLACING ORDER THEFLOORPLANS SHELVESTOBESETON FLOORING MATERIA (TYPICAL) [� EXHAUST FAN,75 CFM (?��',� (NOTE DOORS TO BE SOUD-CORE RAISED PANEL) ADJUSTABLE STANDARDS M S=MARBLE SADDLE/W S=WEATHER STRIP Board Of Of A�, O .- -'--'�`"• © HARDWIRED DETECTOR SMOKE DETECTORS NOTE PROVIDE SMOKE DETECTORS AS PER THE RES. CODE OF NEW YORK STATE INTERCONNECTED AND O WOOD POSTS 1 1 HARDWIRED TO ELECTRIC PANEL POSTS FROM ABOVE 15'-0' SOUND ATTENUATION BLANKET NOTE M S MARBLE SADDLE CONTRACTOR TO PROVIDE SOUND W S WEATHER STRIP a TYP NEW EXTERIOR WALL ATTENUATION BLANKET AROUND ALL a O— — _ 4!� _ _4�, -V-" 1�" CONSTR NEW SIDING,OVER 36"H HAINDRAIL BATHROOM/POWDER ROOM WALLS _ HOUSEWRAP ON 1/2"COX EXT ) x1 - I GRADE PLYWOOD SHEATHING ON __ -ON .. - 27x4"WOOD STUDS @ 16"O C W/ 2"x6"'TREX'DECKING (� 27):x12 `� (2)2x12 `' (2)2x12 DECK GIRDER ^ R-19 SPRAY FOAM INSUL ON 1/2" - - - - - 3TRERDS 1� - ____ -_ 1 ;I A-1 z F I FASTENED TO 4x4 ACO GYP BD -- ______.__-- ----------------- 2y2" I--� ) m i 2"x6"'TREX'DECKING POSTS ANCHORED TO +/-3'-103 " o O PROVIDE 118"SPACING�" 0 10"DIA CONC PIERS __ ;! a z � U� BETWEEN BOARDS 7S TO FIGS @ 36"MIN o TYP.INTERIOR WALL __ __ _________-______ - ___________ I N w^ N I1'-21 BELOW GRADE 9 CONSTRUCTION. --_ -- - +/-6'-3' ❑ 15'-0" 2 °' ONE LAYER OFI/2"GYPSUM WALL - - - ?}?X10---- LINE OF SECOND FLOOR WINDOW/SLIDING DOOR SCHEDULE ._.I =-�___= -f —--dam_ BOARD ON EACH SIDE OF 2"x4" _. _____ _ o-_ _ __ _ _ I c7 -r--- BALCONY ABOVE W '" STUDS(d 16"O C w/2"x4"SOLE ____ - =x_=r____ -.--x - SCI FT SO FT Z 2x12 ACQ LEDGER BOLTED TO HOUSE W!112'x3 112' PLATE AND(2)2"x4"TOP PLATES - N- a---- - _ NAME MANUF PRODUCT SIZE REMARKS ;; z W y, N __ GLASS VENT _ EPDXY COATED BOLTS STAGGERED E 12'O.C_ ------- - - _ A ANDERSON 400 AW451 4'-413116"x 2'-03/8" AWNING WINDOW F Q - — —--- ------ -� V (2)2x12 4 SERIES WITH _____ __--- STORMWATCH 4 4 I r J�"x12"FLOOR JOISTS I 4 O o PROTECTION a m e - to I-1 Cn 04 y k B"POURED FOUNDATION '* I (81 16"O C i 8"x16"FDN VENT TO BE ^`r O B ANDERSON 400 CW135 2'-4 3/6"x 3'-4 13116" CASEMENT WINDOW z W CG w WALL WITH NEW BILCO DOOR BEAM POCKETI BAS ENT I I SELECTED BY CLIENT E m Z WITH MANUFACTURER 4"PC? RED CONC SLAB I I o w w SERIES WITH C] {7J r _ 8"POURED CONC 4 O F r o STORMWATCH 10 w PROVIDED NEW BILCO STAIRS _ 6X6--1 /1O WWM OVER 6 I FOUNDATION WALL W1#5 NEW BILCO ROOM#1 N PROTECTION a O ccv n F • r----- MIL F LY VAPOR BARRIER I REBAR @16"O C VERT!14 DOOR WITH x N OVE (COMPACTED FILL I MANUF DINING ROOM iv q C ANDERSON 400 C33 V-11 718"x T-O 1/2" CASEMENT WINDOW I t R I I REBAR tQ16"O C VERT,3500 N DRILL&EPDXY#4 DOWELS x z, I I Iv I 3'-0" 5'-8" I PSI CONCRETE MIN ON A PROVIDED o '-ly2" "' SERIES WITH 12"AT 16"O C VERTICALLY TO I © O V-8"W X 8"D P C FOOTING NEW BILCO -11"m 6,_11" STORMWATCH L______ I I STAIRS CONNECT PROPOSED FDN TO I -I _ PROTECTION EXIST(MIN EMBEDMENT INTO L_ SIMPSON MODEL NO .N o w D ANDERSON'A' FWGD V-11 1/4"x V-7 1/2" FRENCHWOOD GLIDING PATIO z EXISTING CONCRETE BOTTOM OF NEW FTG TO HUS210-2TF FLUSH c REF SERIES WITH 6068 DOOR FOUNDATION 4") +-2'-4�4 I NEW BASEMENT MATCH BOTTOM OF EXIST CONNECTOR N 2'-11" ° ° N ix I iv a STORMWATCH ACCESS (NP) 3 1/2"x9 1/4" _ - PROTECTION PARALLAM m m DRILL&EPDXY#4 DOWELS x 12" 1,31 8'-612 N +l-7'-101x' J E ANDERSON 400 AW251 2'-4 7/8"x 2'-4 7/8" AWNING WINDOW W AT 16"O C VERTICALLY TO B H I CONNECT PROPOSED FDN TO O S O SERIES WITH Q LINE OF WALLS J EXIST(MIN EMBEDMENT INTO I S STORMWATCH I Q � PROTECTION ABOVE(TYP) I I EXISTING CONCRETE ry o BEDROOM#1 C7 O KITCHEN 3 I� FOUNDATION 4") 3 F ANDERSON 400 A281 2'-8"x 2'-4 7/8" AWNING WINDOW SERIES WITH 1.3/4"x 112"230 TJI O STORMWATCH - ----II----�-- N EXISTING EXTERIOR FLOORJ ISTS@16"O (2)2x12 N PROTECTION z WALL ~ INSTALL NEW SIDING, m 4"x4"WOOD G ANDERSON 400 A251 2'-1 7/8"x 2'-0 5/8" AWNING WINDOW E ._�----- - - POST,TYP SERIES WITH OVER NG S HOUSEWRAP ON W= — — STORMWATCH U EXISTING SHEATHING rn DOUBLE JOISTS UNDER ALL O w O PROTECTION W WALLS PARALLEL TO A ECI EO K H ANDERSON 400 A231 V-11 5/8"x T-11 15/16" AWNING WINDOW GI STRUCTURAL MEMBERS AND SERIES WITH BELOW WOOD POSTS(TYP) "I a STORMWATCH WO -NA OLEON ASCENT 35' PROTECTION t GAS FIREPLACE Bp J ANDERSON 400 A2251 W-9"x 2'-0 518" AWNING WINDOW SERIES WITH FFF LIVING ROOM STORMWATCH a O PROTECTION v F- N O 19'514' 0 2 2 N W O N W N N LEVEL FLOORS x CL N TO MATCH cv �Wj f(Ci,Q N N f-' F a 3 112"x11 7/8"PARALAM A w Q Z FINAL MAP _ - — a a_o NEW"FULL LITE" W g' F ('••' EXIST ENCLOSED PORCH DOOR TO BE R; CONVERT TO HABITABLE SELECTED BY z c7 04 "W.1 SPACE 2x6° OWNER C � 7tH (EWE® BY 97"11 xOa z W cF/l EXIST ALUM �g "3 0 o 0 U SCREEN DOOR SEE DECISION ®L TO REMAIN t - - DATED 1ST WINDOWS AT p °z N 1 ENCLOSED PORCH TO REMAIN - ❑ w ❑ d LOWER LEVEL FIRST FLOOR THESEPLANSARRAN CONSTRUCTION PLAN LAND ARE THE PROPERTY 1 CONSTRUCTION PLAN 4�— AND RATION ORDDITIO OF THE ENGINEER SCALE 114"=1'-0" SCALE 1/4"=1'-0" ALTERATION TIONORADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7109 OF THE NEW YORK STATE EDUCATION LAW - SEAL E OF N Y y'CP G�PAS OR RECEIVED "* y �� m w (� 0 ROOFING NOTE FEB ' CONTRACTOR TO PROVIDE ICE AND WATER EXTERIOR BALCONY W/36" SHIELD ON ROOF EAVE TO A POINT UPWARD fsstOFN a L 43 H GUARD RAIL 2'-0"MIN PAST THE INTERIOR SURFACE OF THE EXTERIOR WALLS AND 1'-0"ON BOTH LZoninq Board Of App uSIDES OF ALL HIPS VALLEYS AND RIDGES a 0 r-1o" 5'-2" TYP.INTERIOR WALL s-2 5-10TYP NEW EXTERIOR WALL CONSTRUCTION' CONSTR NEW SIDING,OVER Ul ONE LAYER OF 1/2"GYPSUM WALL HOUSEWRAP ON 1/2"CDX EXT 1--� BOARD ON EACH SIDE OF 2"x4" GRADE PLYWOOD SHEATHING ON STUDS @ 16"O C w/2"x4"SOLE o 2"x4"WOOD STUDS @ 16"O C w/ a PLATE AND(2)2"x4"TOP PLATES R-19 SPRAY FOAM INSUL ON 1/2" QI GYP BID ^ W r - -----� ---------- W W -------------------- a ((2)2x10 a 1 a - _ 9'- 2' i o 6112 - Q6112 i Z THROOM DRS'OM#2 2"x10"ROOF RAFTER 2"x10"ROOF AFTERS Z c I LINE OF ICE& 16"0C @16"q C Z Q"a x WATER SHIELDI N `^ 2 z BB cN�v( TYP),SEE ROOFING V NOTE ON THIS SHEET I Z U Q z X �E 2 2 1 2x 2) 1 11'-2 C S 7,_2x „ W/D PROVIDE t'-°„ QI ►� a CG .. 2 ® � Y4 FIBERGLASS 12 .N I PAN w!FLOOR I 6 1/2 p� �Q6 112 Z W W c — DRAIN FOR N I A m I LOFTWALK IN CLOSET ( WASHING w I TYP ROOF CONSTRUCTION W W MACHINE I 20 YR DIM ARCH ASPHALT a o w I 2"x10"ROOF RAFTERS 2"x10"ROOF RAFT RS I SHINGLE ON 30#FELT - U N A c a I I g l I OVER 5/8"EXT GRADE 16"OC c N I G @ 16"O C n @ PLYWOOD SHEATHING O OVER RAFTERS W/6"SPRAY 2 iv a I INSULATION(R-42) 3 8'-2y2.' �„ p' 3 y 4"x6"WOOD 36"H E OF WALL) F POST HANDRAIL — 4"x6"WOOD POST I BELOW,TYP I I 1/2"x16"PARALAM ~– ----�-- ----- ------------� w i i Ga (2)2x8 COLLAR 4"x6"WOOD I ' TIES AT 48"O C, POST FROM SEE SECTIONS g RIDGE - 12 12 ao FOR ADDITIONAL So 61/2 Q61/2 INFORMATION K O2 X I I a I I X I 2"x10'ROOF RAFTERS 2"x10"ROOFAR FTERS 2 @16"OC @16"OC 2 2"x10"ROOF RAFTERS 2"x10"ROOF RAFTERS @16"OC @16"OC I L __1 L I I >' 4"x4"WOOD I I C4 3 112"x11 7/8"IARALAM POST,TYP I - SNAP-CLAD METAL NEW SNAP-CLAD METAL ROOFING SYSTEM BY ROOFING SYSTEM BY I PAC-CLAD OR PAC-CLAD OR APPROVED -- APPROVED EQUAL EQUAL COLOR TO BE COLOR TO BE SELECTED BY OWNER OVER I OO SELECTED BY OWNER E0 3'-1" EQ NEW 30#FELT _ OVER EXISTING +/-20'-1�4 " PLYWOOD SHEATHING II U OVER RAFTERS j WQ y - - - - - FINAL a�m W xZ' 1 �,( rcngL H O P �7 Y IBA r��z w u F" z SEE DECISION 05� ¢ o z SECOND FLOOR DAVE® 1� 60 Q rn o, CONSTRUCTION PLAN 7 ROOF PLAN = SCALE 1!4"=1'-0" SCALE 1/4"=1'-0" o cD F ~ o z m a .. 0 3 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER ALTERATION ORADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7109 OF THE NEW YORK STATE EDUCATION LAW (SEAL �so F NE Y O RECEIVED tv ' I r W m � w 2 FEB 0 o SI RONP I TYP ROOF CONSTRUCTION 20 YR DIM ARCH ASPHALT SHINGLE ON 30#FELT OVER 5/8"EXT GRADE PLYWOOD " SHEATHING OVER RAFTERS ZOftI.^� �oafd Of Appeal-, , TYP ROOF CONSTRUCTION LINE OF ROOF BEYOND 4—"-"�—�-- - +� 20 YR.DIM ARCH ASPHALT SHINGLE ON 12 12 30#FELT OVER 5/8"EXT GRADE PLYWOOD CEDAR BOARD AND BATTEN 61/2 Q 6112 _ SHEATHING OVER RAFTERS STEP FLASHING NEW SNAP-CLAD METAL ROOFING SYSTEM PAC-CLAD OR APPROVED NEW SNAP-CLAD METAL ROOFING - _ SYSTEM BY PAC-CLAD ORILII — a APPROVED EQUAL COLOR TO BE / / t'�. / \ �i �J EQUAL COLOR TO BE SELECTED BY OWNER OVER NEW _ SELECTED BY OWNER OVER I rTj W -� 30#FELT OVER EXISTING - 36"H GUARDRAIL — W PLYWOOD SHEATHING OVER n NEW 30#FELT OVER EXISTING t a LL� PLYWOOD SHEATHING OVER z RAFTERSN RAFTERS 1 * SECOND FLOOR \ SECOND FLOOR / \ / \ — 9,_,,, I �) W + TYP NEW EXTERIOR WALL CONSTR NEW CEDAR SIDING,OVER Ilp ,p HOUSEWRAP ON 1/2"CDX EXT ❑ ❑ ❑ < Qyh � WW c GRADE PLYWOOD SHEATHING ON o�, 2"x4"WOOD STUDS @ 16"O C wl 36"H HAINDRAIL� - I \ I I I _�i _i I I I I 'L--� U ¢ z ^ °p R-19 SPRAY FOAM INSUL ON 1/2" H_ / .. + GYP BD + F" LF: I III ►-� Tn x a MEL, FI OST FLOOR �� J--��--I-[IHI i Mil I z A a r&I Lill Li 19W a OU NC] F TYP NEW EXTERIOR WALL CONSTR NEW CEDAR SIDING,OVER HOUSEWRAP ON 1/2"CDX EXT a GRADE PLYWOOD SHEATHING ON Q 2"x4"WOOD STUDS @ 16"O C w/ F .� FRONT ELEVATION SIDE ELEVATION R-19 SPRAY FOAM INSUL ON IQ" Z SCALE 114"=1'-0" L SCALE 114"=1'-0" GYP BD i J I 07 O APTYPFINAL MAP- TYP ROOF CONSTRUCTIONoff RZE V I B ScJ S �VO Y Z U 20 YR DIM ARCH ASPHALT SHINGLE ON W A 30#FELT OVER 518"EXT GRADE PLYWOOD �vy� SHEATHING OVER RAFTERS TYP ROOF CONSTRUCTION SEE DECISION 20 YR DIM ARCH ASPHALT SHINGLE ON 30#FELT OVER 5/8"EXT GRADE PLYWOOD - - SHEATHING OVER RAFTERS TYP NEW EXTERIOR WALL CONSTR — — DATED-® .D / W NEW CEDAR SIDING,OVER IK HOUSEWRAP ON 1/2"CDX EXT - i GRADE PLYWOOD SHEATHING ON _ 2"x4"WOOD STUDS @ 16'O C wl = - - R-19 SPRAY FOAM INSUL ON 1/2" - — GYP BDUi �y NEW SNAP-CLAD METAL ROOFING `J v \ / \ I LL F 1 SYSTEM BY PAC-CLAD OR APPROVED 38"H GUARDRAIL 36"H GUARDRAIL EQUAL COLOR TO BE SELECTED BY _ — z v D OWNER OVER NEW 30#FELT OVER -- I - W O \ EXI RAITERS PLYWOOD SHEATHING OVER LLL L 111 111 1 IL I I' _� I J-I I W * SECOND FLOOR I v \\\ /" \\104 \ /�' \\\ �I I SECOND FLOOR A a W a 36"H HANDRAIL TYP NEW EXTERIOR WALL CONSTR �`1� 1 L I I i z V NEW CEDAR SIDING,OVER ❑ a o X HOUSEWRAP ON 112"CDX EXT I I LU-L I \ o o GRADE PLYWOOD SHEATHING ON 7 2"x4"WOOD STUDS @ 16"O C w! LLL �� ;I + R-19 SPRAY FOAM INSUL ON 112" O 1JJ—ILLL(I I I llJ i I 3- a W GYP BDL_LI_L o �lilll V I I I I i; i L�1Ll1�J�u I l l l l l l i l FIRS FLOOR FIRST FLOOR O Li I I Lil�xl-:,.11 CD N z O 3 o a o THESE PLANS ARE AN INSTRUNIENT OF SERVICE �,\ E�AR ELEVATION SIDE ELEVATION ANDATHEERE ffGINEERTY OF 7HE ENGRiEER SCALE 1l4"=1'-0" ALTERATION ORADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW SEAL' TYP ROOF CONSTRUCTION RECEIVED �_ //^��/ 1 ../ OF 20 YR DIM ARCH ASPHALT SHINGLE ON 30 I �y � FELT OVER 518"EXT GRADE PLYWOOD CONT RIDGE VENT �. SHEATHING OVER RAFTERS W/6"SPRAY rRE R TIES AT 48" INSULATION(R-42),PROVIDE 1"MIN AIRSPA E FEB EB ® 4, ZRO ' W TYP NEW EXTERIOR WALL CONSTR NEW .- Z O CEDAR SIDING,OVER HOUSEWRAP ON 1/2"CDX EXT GRADE PLYWOOD ® (2)2X8 COLLAR TIES AT 48" SHEATHING ON 2"x4"WOOD STUDS @ 16" `J O C, IONP O C w/R-19 SPRAY FOAM INSUL ON 112" zo-11 `�vu i®+ •N t GYP BD POST FROM FLASHING D 2"X6"'TREX'DECKING RALAM 36"H GUARDRAIL o NEW SNAP-CLAD METAL ROOFING SYSTEM ® ® BY PAC-CLAD OR APPROVED EQUAL COLOR SECOND FLOOR CONSTRUCTION m TO BE SELECTED BY OWNER OVER NEW 30# 314"CDX T&G APA RATED PLYWOOD FELT OVER EXISTING PLYWOOD SHEATHING SUBFLOOR GLUED AND NAILED TO 36"H GUARDRAIL OVER RAFTERS W/R-30 BATT INSULATION FLOOR JOISTS(SIZE AND SPACING SHOWN ON PLANS)@16"O C 1,4 END JOISTS MUST BE SECOND FLOOR PRESSURE TREATED WHEN II CANTILEVERED , PROVIDE WOOD BLOCKING W (� FIRST FLOOR CONSTRUCTION BETWEEN FLOOR JOISTS AT I W W 3/4"CDX T&G APA RATED PLYWOOD CANTILEVER 3 1/2"X11 7/8"PARALAIf�I INSTALL NEW 1/2"GYP BD AT CEILI, SUBFLOOR GLUED AND NAILED TO a FLOOR JOISTS(SIZE AND SPACING INSTALL NEW R-30 BATT INSULATION 'Z SHOWN ON PLANS)@16"O C w/R-30 BATHROOM#1 m BEDROOM 1 LIVING ROOM BATT INSULATION LEVEL EXISTING FLOOR TO MATCH C7 2"X6"'TREX'DECKING I I FLOOR AT LIVING ROOM z 1.4 N m (2)2x10 W n FIRST FLOOR _ � � ^• m z , o GRADE U ¢ z ,.." (2)2x12 4 BASEMENT (NSTALL NEW EXISTING FLOOR JBATT OISTS AT FDATED -4�/ a a. SLAB CONSTRUCTION +"'� u m 4x4 ACO POSTS in 4"AB PSI POURED WF ANCHORED SLAB ON 6X6-10/10 WWF OVER 0. 6 MIL POLY ON 6"CRUSHED POR STONE BARRIER W IQ TO FTGS(�36"M10"DIA CONIC ENS BA O A p COMPACTED FILL a u NAS BELOW GRADE 8"POURED"0 C 2x12 ACO LEDGER BOLTED TO FOUNDATION WALL W1#5 HOUSE W/1@°x312°EPDXY COATED REBAR @16"O C VERT il4 BOLTS STAGGERED @ 12'0 C. REBAR @16"0 C VERT.3500 PSI CONCRETE MIN ON A INSTALL 1"R-5 RIGID INSULATION AT 1'-8"W X 6"D PC FOOTING Z 4'-0'BELOWGRADE SECTION 1 SCALE 1/4"=1'-0" W F A 3 1/2'X14'PARALLAM 3 1/2'X14'PARALLAM CONT RIDGE VENT TYP ROOF CONSTRUCTION' CONT RIDGE VENT 20 YR DIM ARCH.ASPHALT SHINGLE ON 30#FELT OVER 5/8"EXT GRADE 12 (2)2X8 COLLAR TIES AT 48" PLYWOOD SHEATHING OVER RAFTERS 3112'X14"PARALLAM 6 1/2 p O C, 12 W/6"SPRAY INSULATION(R-42), CONT RIDGE VENT TYP ROOF CONSTRUCTION 6 112 p PROVIDE 1'MIN AIRSPACE (2)2X8 COLLAR TIES AT 48" 20 YR DIM ARCH ASPHALT 0 C., SHINGLE ON 30#FELT OVER `(2)2X8 COLLAR TIES AT 48'O C, y SECOND FLOOR CONSTRUCTION 12 518"EXT GRADE PLYWOOD TYP NEW EXTERIOR WALL CONSTR 6 1/2 p TYP ROOF CONSTRUCTION SHEATHING OVER RAFTERS IU 3/4'CDXT&G APA RATED PLYWOOD NEW CEDAR SIDING,OVER HOUSEWRAP ON 112' SUBFLOOR GLUED AND NAILED TO 20 YR DIM ARCH ASPHALT W/6'SPRAY INSULATION FLOOR JOISTS(SIZE AND SPACING SHINGLE ON 30#FELT OVER (R-42)PROVIDE 1"MIN CDX EXT GRADE PLYWOOD SHEATHING FO 2"x4" A SHOWN ON PLANS)@16"0 C 5/8'EXT GRADE PLYWOOD AIRSPACE f r � INSUL ON ON�//z G@ P'D. w/R-19 SPRAY FOAM SHEATHING OVER RAFTERS 36"H GUARDRAIL 0, W/6'SPRAY INSULATION ° TYP NEW EXTERIOR WALL i I SECOND FLOOR CONSTRUCTION (R-42),PROVIDE 1"MIN. °P 314'CDX T&G APA RATED PLYWOOD AIRSPACE R CONSTRn SUBFLOOR GLUED AND NAILED TO > NEW CEDAR SIDING,OVER I i FLOOR JOISTS(SIZE AND SPACING -36"H GUARDRAIL HOUSEWRAP ON 1/2'CDX EXT. SHOWN ON PLANS)@16.O,C. I GRADE PLYWOOD SHEATHING J SECOND FLOOR TYP NEW EXTERIOR WALL SECOND FLOOR ON 2'x4'WOOD STUDS @ 16" j� SECOND FLOOR CONSTR 9-1 INSUL ONwlR1112"GYPY FOAM 1 NEW CEDAR SIDING,OVER (Q HOUSEWRAP ON 112"CDX EXT — GRADE PLYWOOD SHEATHING o I i ON 2" WOOD STUDS @ 16' OC w/R-19 SPRAY FOAM FIRST FLOOR CONSTRUCTION w/ INSUL ON 1/2"GYP BID 4 i I 3/4'CDX T&G APA RATED PLYWOOD W 0D SUBFLOOR GLUED AND NAILED TO U - FLOOR JOISTS(SIZE AND SPACING z z z SHOWN ON PLANS)@16.0 C w/R-30 W 0 i BATT INSULATION A a w U FIRST FLOOR FIRST FLOOR - ly W FIRST FLOOR y F, Z, Fz O INSTALL 1'R-5 RIGID INSULATION AT x a° z A E o m 0 0 D a O THESE PLANS ARE AN INSTRUMENT OF SERVICE 2 SECTION �� SECTION ^ SECTION AND ATTONNARE THE PINE PROPERTY OF THE ENGINEER SCALE 1/4"=1'-0" SCALE TION 1/4"=1'-O" SCALE 114"=1'-0" ALTERATION LANE ISA i07NESE PLANS IA VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW ~ SEAL Cp'C�OF YO W _ RESchleck Softw,3re Version 4.6.1 REScheck Software Version.4.6.1 015IEc poundnta Inspection wmpw.7 cemm.mr/Aswaoewn: _ a , [[/�/�QQ Compliance Statement The Proposed building design described here Is consistent with Me building plans,specifications and other � >/30 k�0 Compliance Certificate ��_1� calculations submitted with the perml[appllcatlOn The proposed building has been designed to meet the 20151ECC requirements in T.�1 Inspection Checklist 30331 Apro[e five covering is Installed to DComplles Requirement be met \4Pt' !! 11 REScheck Version d 61 end to Comply with the mandatory requirements listed In Me REScheck Inspection Checkllst �I.,r�I JF011p Pride exposed ext" Msuletlon Opoes Not •SSIO and extends a minlmum of 6 M below Energy Code 20151ECC Al gad, ONctObservable Nam,-Title Slgnanre Data Requirements 390%were addressed directly in the REScheck software ONot Applicable FTE Tex[in the column is provided by the user In the REScheck Requirements screen For each 4039 Snow, d ice-melting system controls OComplies • Wright RECEIVED IF012p Installed Opcea Not Project Wfl ht residence f� requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception ,Q phot Observable Energy Code 2013 IECC Is being claimed Where compliance Is Itemized In a separate table,a reference to that table Is provided ONot Applicable Location Suffolk County,New York Section Plans Verified Field VerMW I Additional Comments/Assumptions: Constructlon Type Single-fdnilly FEB ��/� i e.ID me�tfinumenllevlew Vnw Vnw cemP11n7 CommemyAerumpHoru Project Type Alienation {l��ll-JC L..• L - ClimateZone 4(3999 NDD) 1031, COnswction drewingsaM -•ice.r, OComplles Requlremeni will be met Permit Dale 1032 documentation demonstrate ODpeS Not iii PRI" ane de compliance for Me 'EJi r;' l''-"" Permit Number N bulling envelope Thermal •,�•l..;y n11, •,r ;ONo[Obz¢rvaDle MveloP.represented On f:.1 {, ;'Delo[Applicable Construct on Site Owner/Agent Designer/Contrac�Wr r rt�;vt,�p�Iu .f+y conswctlondocuments -`T tJ'`1K �i,•r r , 3105014 Orchard lane r{ R I ' C'llr`ti l •" 1031, Con ci n drawings and UComplie, I �+ •Loup m file q; #;; East Marlon,NY 11939 ,Cuigl Pa4ca elle P)e PLLC r,a�..�..�.....•, 4037 an¢rgy ca4a com011ance for j,+y aI„ �Dces Not a 2061 Deer erkAvenue -.,li []Not Observable CM* ark NY 11729 [PR311 119hting and me<hankal systems i ; _ []No[ Ilceble 1631)423-3734 O Systems se Ing multiple 2i I 'IPP I /{ Owellingnunits mus[demonstrate compile ce with Me IECC ,•s'r 4 - - I a+ Commercial Provisions 302.1. M a0 gandcoclingequlpment1,,Heating Heating "Complies W W �� •, ��--1 4037 45bedpar ACCAManuabased Btu/hr_ Btu/hr_ CIDoes Not [f4uP � n loads calculated per'ACCA Cooling Cooling []Not Observable C �w�jj ® "'approved proved by they code Btu/hr_ Btu/hr_ ONot Applicable I r�-I t,BPproved by the code o/liciel • EnvelooeAssemblies AddklonalComments/Assumptbns: ��f1 C7 a z C14 M °' M North Wood Frame,16'o c 617 90 00 0 060 33 W h Window 4 Vinyl/FlDerglass Frame Double Pane with Low E 60 0 310 19 � SHGC 0 28 Z West Wood Frame.16'o c 379 190 00 0 06D 22 Fy Window 2 Vinyl/Flberglass Frame Double Pane with Lew-E 11 0 310 3 Q SHGC 028 South Wood Frame.16'o c 617 190 00 0 060 33 0.4 Window 3 wnyl/Fllierglan Frame Double Pane with Lcw•E 75 0 310 23 80 a < SHGC 0 28 379 190 00 00 0 18 H"( R D Eras[Wood Frame.16'o< W 0.DoorI Glass 0310 25 z Wal- SHGC 028 Floor l All Wood Jolst/rmss Over Unconeldoned Space 124 300 00 0033 4 W O Ceiling Cathedral Ceiling 768 420 00 0025 19 a N Q I— Ceiling3 Flat Calling or Scissor Truss Exemption Full cavlty filled with Insulation on ..3 Q , 1 High Impact(Tier 11 2 Medlum Impact(1,:12 3 Law Impact ITer 3) 1 High Impact(Tier 11 Z Medium Impact(Ter 2) 3 Lew Impact(Tier 3) z Project Title Wright residence Report date 01/1920 Project Title Wnght residence Report date 01/19/20 Project Title Wright residence Report date 01119/20 Project Title Wright residence Report date 01/1920 Data filename C\Users\Erle\DOCUmentS1EjR Design\Drawings\Pascarella\2019\1907 Wright Page 1 of10 Data filename C\Usem\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1907 Wright Page 2 cf10 Data filename C\Users\Enc\Documents\EJR Design\Drawings\Pascamlla\2019\1907 Wright Page 3 Ono Data filename C\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1907 Wright Page 4 of10 I Residence\Arch\COMcheck\Wrlghtl rck ReSidence\Arch\COMcheck\Wrightl rck ResldenceWrch\COMcheck\Wrightl rck Resldence\Arch\COMcheck\Wrlghtl rck W F A Section Fnmkq/RouglHnlnryettbn r,,�,Ver111W Field VedDed CompBer7 t.omments/Aaaumptlwn r InsulWcn Impaction Vsiw V. compllaaT comrwmalAssumptlons • rha"rea"cWn"ls'..s vnw valve complWT ramlrylrts/AyumpLam SaMon Plam'=MNj Fleld V.=- aectlon Plats VaAIIW Plaid Varllletl 1, lvnw Value d ID I d .ID - A D DCorrlplles sae Ma Envelace Assemblies 3031 All Installed Insulation is labeled 'y 7'. r`-4'.- ,DCmnphes Requirement will be met 40211, Celling Insulation R-Value R- R•_ OCOmPlles See the Envelope Assembles 40211. Glazing U-factor larea-weighted U-_ U•_ bible air values { ` Ij'or thelnstalled fl-valves Y s'#,}, '.,ODoes Net 40221. Wood Woad DDoes Not be,ler valves. _ 402 31, average) DDfH!9 Not (IN2 provldetl t 3t5 F}'�h -^ 402 2 2. 00233 "Not Observable "'� /, �DJ -'i"!ONot Observable i 40226 E]Steel Steel ONotObservable 40236 ONo[Appllable d }'+-i ''�',.+- 't=' .ONo[Appllcable ONot Applicable 4025 — r+1 (FI1p 411Floor Insulation R-value R- : R_ "Complies See Me Envelope Anemblfes 1 - z (FR2]1 4002226. Wood Wood ODpes Not table Mvalue 1 _ Y IINl]s ❑ O 303111.Calling Insulation Installed per zvrAr "r�v�.5 gj ` '2)OCompiles RequImmentwlll be met 0 3031 3 Il-factors of fenesVatlon products"/ J': )'OComplles Requirement will be met 4 ❑Steel ❑Steel "Not Observable I m •fi t/•^ p'sg'Sq"', .:Dopes Not (--, IFR41` r tletermimd In accord alta fha 'K,"f'I_' {.,`r'_"=�'^y "`,DDces Not �p c I 303]2 300 ftacture/s Instructions every _ r ={DNot ODserveble ,1} ONot II able IF12 s Blown Insulation marked eve l} vele the NFRC test Droceeure •3 `" I Y'�ti'.3°'fS/c=1""'/;\' ONo[ Not —r+w, TT e5 �k�N {."i.' L :014ot Applicable Y taken from the default table a f3i K�r"!�;;K_1`�YF. 303 2, Floor insulation Installed per 1 OCampll Requirement will be me[ i (J rr'r 4 Y;.is-'rr Oita[Applicable 402 2 7 manufacturer s Instructions and (ti,f- y ,�ODoeS xot 402]3 Vented amts with air permeable - "t" ,+;"4;�,4 1 1 OComplles Requirement will be in r/1 402411 Air barrier and thermal barter _ '`t•'r` �x .: :OComDlles Requirement will be met IIN2P In Substantial contact with Me _RC1 F•"` >.,n In 21- Inswadon,naade barn,aaJacent X17, r•''l� }*�)/ ODoeS Not W h^F,�.'91`•s"yb tea,.,[ underside of Me subficer,or floor ^w DNm Observable to soffit and theca vents that ^ (FR23]I Installed per manufacturers tk,?T -• iDDoes Not srl(l +� DNotA Applicable attends over lnsulatlOn { �v.i It ❑Not Observable t E<kl ''�J, M`Fa'1:.$„` taming cavlty Msulabon Is in t •/1 pP : 'r ff+ ; Instructions .jy`` {.. �9,� DNpt observable ,jI ",r /<`t;,, ✓ONot Applicable 1 d ,`I"+ ^S. 'U a�>7 tii'i contact with the top side of p - i r+5, j^ �+'F "Not lable { 1�'=,: 402 2 4 Attic access hatch end door R-_ 0.- "Com Iles R it`"r zrpMJ Appl sheathing,ar continuous "Fi["( - P equlrement w01 be met 40243 FenesVeUon that Is not=bull[C" s.a x '•`-"" OCpniplies Requirement will be met Insulation l5 installed on the p!s1•'" j+•!- 1F13P insulation xR value of the DDnes Not IFR201s IS fisted end labeled ez meeting �•}� ' 1."L'i 57�b1,� 1 w'i`E%r'"Does Not untlerside of floor framin d y - adjacent assembly 1 0 AAMA AVDMA/CSA 101/1 S 2/A440�` E� `r, tad ONpt Observable 9 an 'j,�+ „3 L.r ONot Observable extends from[he bottom ta the IIF ONot Applicable or hes in'Braila ales per NERC n^'. moemf all perimeter floor homing r, �" y:. „",21r �gj+T "Nat ApDOraDle embers 402 4 12 Blower door test®50 Pa<-5 ACH 50�_ ACX 50 "Com Iles R - 400thatdonotexceedcoae ,yvvi'',. 5 ,w ` '' T p Requirement wall be met limits 402 11, Wall Insulation R-value If this Is a R- w R-_ DComphes see o eEnW.,Assent esW IFI1711 ach In Climate Zones 1-2,and "Does Not � 1 IC rated recessed Ilghting flxturea. y,t +,�.r'F=p;F y �`'w OComplies Requirement wtli De met 402 2 5, mass wall with at least-h of Me [3 Wood ❑Wood "Does Not table lis—lues < 3 ach In Climate Zones 3-8 (• W. 402 2 5 wall insulation on the wall ONot Observable P'- led a thousingRntedor Nnlsh 1`y''+vj•�w.�'r,i.✓Lj'� .'',{ .2 ODoas Not C]Mass ❑Mass ONot Observable ONOt Applicable and labeled to Indicate%2 0 cfm f„ i¢ j{..'i}'T„' II�31r extedor,the exterior Insulation Steel Steel Applicable cfhonO0 ctWIGO "Com II y'r )4p`l "Not Observable requirement applies(FR101 D D ONo[A Ilceble 40323 Duct test resul[of<�d pas 'leakage tit 75 Pa ? {,.0 _ 4 -•P DNot Applicable IFId1s cfM100 R2 acais t system or it T Oboes Not W u3 cfm/100 R2 without air U 403 21 Supply d return euctS In attics ff l'd°,-tiny a J .`r�y)'�£1"COR Piles .—Tc— , — handler®25 Pa For rough In "Not Observable R-8 where duct IS -n °'r': DDoes Not 303 2 Wall Insulation Is Installed per ,•,y�r'.+ j" ,,OComplles Requirement will be met Z' IFR1211 Insulated>� i', < ttre:4 q4'(e__tt�yp�rr•, h I tests,verlflcatlan may need to "Not Applllable ® >.31n<hes In diameter and>� Y�r;va ''i (.7!5 5i kry"Not Observable I N4P in Instructions `j,r��,.\i, -•�ODoes Not occur tluring Framing Inspection Q' R.6 where 3 Inches Supply and r4' n�'itr,,Vii}•.;i'`yLJ js':� ON Appllcable 'kt`±mss;( "l, "Nat Observable j 40332 Ducts are pressure tested to cfM100 Nm/100 OComDlles return ducts In other pomons aa f hl° - \" ;�ONot Applicable IFI271t determine air leakegewith T nr DDoes Not p" the bulldl g Insulat' >�R-6 far " ^Y" diameter e 3 Inches and RA 2 iN �'i'x�ti;°. 7 3 eltner Rouge-In test Total for<3Inches in diameter ^+; fi e, •s:'h+"r ^'' Additional Comments/Assumptions: ONot Observable cable 403 3 3 5 Building cavities ere net used az , "' f•+ DCOmplies leakage measured with a q yI{�,f`../,q pressure differential Oro 1 Inch Delo[Ap011cable IFRISP ducts or DlMums `')1 r ';`' y.rs,'.'yN Does Not w q ecmss the system landler ��}{ "Not Observable he manufacturers if Installed at handler U 41" s •T••1^ylONot Appll<able enclosure l/Installed at time of test PoSti:OnStructlon last Totalleak 4014 ,HVAC pip n e In novas R R-_ "Complies Pressure measured with a z �„ IFR17P above 109 vP or chilled fluids DDoes Not w g across differential of 01 mch W [� below 55 4F are Insulated to 2R- "Not Observable Ing awss the entire system 3 ONO[Applicable InclutlIn the no s air g_ Z - f!`.,G"+,Y .+ DCom Iles handler enclosure, 403 4 1 Protection of Insulation on HVAC di °'A _7,s ,, `^kcT7"' p - >x'"�' K` F Dpoes IFR2411 piping 's"' \;':•s✓� Oboes Not 403321 Air handler leakage designated `4&x' OCOmplles Q r 7 ,`4'' Sr 1F124p designair flow at o-2%0l `-}+%-+F�1' ; y'r r. �DNot Observable [^U Z V Ab r�i 1 ,s{i_ij V,yDNot Observable () ,s vie"m• ftT'',ONpt Applleabb ` OComplles I y""Not Applicable rx K O Z 407.93• Hot water pipes are Insulated to I R-_ R`— Dopes Not 40311 Programmable thermpsnts ','�ri:.'Zfor ruralx 1 ev ], ;%(OComplle5 yoga .3 9111EP aR-3 (Fgp Ing end coolingosYnems PrimaIntl - �� 1l A �31D0oe5 Na[ 9` V DNO[Observable Initially set by manufacturer to ',yt1.t y/� _ 1� " �Oy al V] DNot Appll bl "Not Observable Q (.Ta code 5peciflce[lons ' 'IONot Applicable 3 r, q 4016 Autpm tic orgravity dampersarei>"{:•4`'J;i ;e.,;;i'"l'3 Yr}^;:{"Complies Requirement will be met 40112 Heatpumpthemastatinstalled _pv li l}r;,s, OCompllez JPJ119p Installed on all outdoor air ,L+rr-iT " tOpoes Not �y — f,' `s �.j y,. ONp[Oburvabla o ,t y'-`'�'' ZTtn54i'''r g1 a,ONot ODswable Intakes end exhausts - "{ ie d 5 e IFIlOp n heat pumps 1••t'i l r E'G` ;I �YDOces Not } - vix ONApplicableC) y Hr:�ONot Applicable ��"X:r�' sf, Additional Comments/Assumptions: 40351 systemCirculating service hot water _ :r'. ':" �,'.„0Does Net N _ [Flllp systems have automatic r T'. , O O x O accessible manual cowoIs +'�'i .'r5.:a, X `' ONOt Observable CD ONat Applicable U '� • laHl9h Impact(Tier 11 2 Medlum Impact(Tier 21 3 Low Impact(Ter 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) �l thigh Impact(Ter 3) 2 Medium Impact(Tier 2) 3 Low ImPatl ITier 31 3 HIgA Impact(Tier 11,••'Z Medium Impact neer 2) 3 lnw Impact ITer 31 6 .•. OZ' Report date 01/1920 Project Title Wright residence Report date 01/1920 Project Title Wright residence Report date 0111920 a O W ProJect Ttle Wrightresldence Report date 01/1920 Project Title Wright residence P 1P Data filename:C\Users\ErIclDOCUments\EJR Design\Drawings\Pascarella\2019\1907 Wright Page 5 of10 Data filename.C\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1907 Wright Page 6 of10 Data filename C\Users\Eric\Documents\EJR Design\Drawings\Pascarella\2019\1907 Wright Page 7 of10 Data filename C\Users\Eric\Documents\EJR Design\Drawings\Pascamtla\2019\1907 Wright Page 8 of1O ResltlenceWrch\COMcheck\Wrightl rck ResldenceVArch\COMcheck\Wrightl rck Resldence\Arch\COMcheck\Wrlghtl rck Residence\Arch\COMChecck\Wdghtl rck THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION TAW T lSEAL \EOF WY 5�JGt P R l Oq'Y sectlo. Vented Fleld VenBed Sectbn Plena VaHBetl Pleld VerlBed cpn lea? Co mmismWWum a phial lnapectlan"-it N �Vela VNue CpnpOM? Comflaill wmptlon ` ••ID IIMF tnspeMon psovblom Valw Value w �� re ID _ 2015 IECC Energy ,��J All mechanical ven[Ila[Ion system ^"and_'frs. CJComplles 401.9 Compllan<e certl0cate posted '. - 1,::,7 y f - OeompNot aepulrement w01 be m¢t (Fltlp .Al not pan of tested and listed=z�' _ >i-k'+'.i`=z''�z Oboes Not Not HVAC equipment meet efficacy "a`a:• ,y- ,)_ tx;;,, E3 of Observable ' - r. - ,,'[]Not Observable Efficiency ICertific,ate ` and HVAC flow limits ?i��Z-•�'`�+ {'•%` ;.4J ^_" S.":.){ONotA Applicable , t'lr''t_ Applicable �f93 �fL h.ir I '`•' ' — Pp f --�'-;, CJNOt 4092 ,Hotwater bollerssupplying heat J ;1 +' j " �ComDlleS 3033 Manufacturer manuals for t i. OComplles (p1{Pmmugn onn or[wo-plpa hea[Inq N -+'(fY f-,t"d P'i {t�S Does Not tFI18P mechanical and water heating til-( - �Doez Not i ` l systems have been provided ,( ,'� �' Not Observable Above-Gryde Well 1q•� systems have outdoorsetback N y',r,;i *r(, ,s. Nat ODservaale 3•�' " control to lower boiler water +S z'b~�+-'yY ""{' . Not Applicable (JNot Applicable I; temperature based on outdoor i';D i `{"pp'.•,(�-��,\1, �D Below-Gretle Wall 0.00 Camp Is ..�i�.lty:T "J;M rr,.: Addltlonel Comments/Assumptions. 40).9.11'Hea[ed water circulation systems N`f"Sr^L- ♦'t;' jl• g {S.`za Complies Floor 30 tM IFUMP 'have a circulation pump The ; %3>. ,i; 3.t1 ';?c+:t•+ t�Do¢s Not system return pipe Is a dedicated '^'%a5' 0Not Observable ��•t Calling/ROp} 4x 00 A . tum pipe or a cold water supply Mfn y;Zi:-'S"';(=;�"+9)y,QNot Applicable Ductwork(unconditioned spaces) pipe G—ItY ,therIs. ?,Da^ s-c,!;,4p,'l�tr' RECER ED syphon clrculaUan systemsare i„o' ,�y' - 'k- k+`+'L'•�\Y•'' not present Controls for ,., 'f! •✓•.','(f yy-':`*I• '+clrculaUng hot water system 2 Y FF .�( Window 0.31 0.78 start thepump m with I 15w, i'"a T"E"4 T r `� r ''I'Pumps u s s9na.1H ..,, for hot water demand wiminthe 'C[ ✓` ,t? S.'-y5`*c Door 0.31 0.78 sF"` occupancyaCon.o yt' it-'y`qf�% r —®- autn tl Iy tum on the pump (}�i> 03 s-. F-1t�� ,{0�y �(�(v{� -- when water'15In clrculation loop • '"" f FEB B 0 � c[S a - system:- 1:1,at set point temperature and Heeling - - no demand for hot water exists �- -L •' m _ Electric heat trace systems =� rf r^'J r sx..Q, l OCo piles W.t r H..t.m' comply with IEEE 515 1 or UL QDoes Not Watsr Haehr: •515 Controlsautomatica0y `h5. t�"T'•:',.J'r :J+7 n �4; ,p,,pfot observable adios[the energy Input[o the ,y��•'.�st�e'�.'fy�A ONot ADPllcabler ----_ w heat tracing to malmain me %c ! ,ry( i" f rd:i-� r� -7 i n g Boarrd f A,a peals Date• W •,desired water temperature In me;', , y 'r j" fid',a LO i t Namo: Wpin7kC ..'.,",.`+.';r7 Comments r'l 4f)3.6.2 Water distribution systems that 'p3 � :,T :A +,��d OComPll. w IRi0p, have recirculation pumps that z.-v' ,°\IJ'/ `flfl •; r�1 Oboes Not _ aeer fnm a ne its water; '�'�';,,t `;.t�•r'f%jf pump w Observable Q .soppy pipe back to me heated , Applicable ,r•{ water source through a coldT� water supply pipe have a w�l �•'r'444 �'a# �j ''demand recbculaUon water t t{ 'y M"'.n ar{A.�• Z re-t • Cq system ps have con Vols r*..,. 'Jy.'. "1. �T3H.r>( pump.P.;nimitthetemperraai re rrn of me water en[enn9 the cold �Y- ' ''+{ "T'yL•j Jl;ji;j s`°'� L/ i water plpin9th104eF 1403&4 1 Drain water heatrecovery units - ;-�y ii•"^+N I11,01 OComplles �f, tested In accordance with CSA i;7 •.`•i ,.a +' ' �DoeS No[ '` ^ ; 8551 Potable water•slde J�-'\ (]Not Observable v N 'pressure loss of drain water heat 1i.!! r JtS5t''try ri: `:b+• (]Not Applicablerecov., unlR 3pfo ` z ^ Individual units connected to one r two showers Datable water• 'side p sure loss of Potable water!{+. A(5 �•'S.�3 i '"�•-w a M • beat eryunits<2psl for D¢•' lm lvldual units connected to "three or mare showers <'�•,' ..J,{7!',t'rx r +•{ /�F�1 4041 75%of lamps In pe ;,yy.;;fA;.=iY\ry''.icy!•, OComplles 'fes, W a IF"" flxtures or 75%of permanent ,.4 _tJ'f�✓ -?•`Ir)' Does Not 1� ^ Q W w fixtures have high efficacy Iambs';•. ¢{• :,.��,ICY:'!Ir+;.'•,=r+�s.[�pNot Observable (1.-.-,� IDoesnotapplytolaw voltage <i;1�er@s• ;;.b':�'y"'�;?•j{;ONot Applicable 40411 Fuel gas lighting systems haveW-+•'�.y:}(]ComDlles ighting U N 1Fl231s no continuous pilot light i= Sii `{' •0{1�i'1 Oboes Not IL 0 .j3 ,�-SA II[]Not Observable ')'r y.�„ �f,' '1dr0Not Appncabte laHlgn Impact mer 1) �= Medium Impatt mer 2) 3 lnw Impact mer 31 ] 1 W9h Impact(Tiler 1) x Medwm Impact mer 2) 3 1 taw Impact mer 3) Protect Title Wright residence Report date 01/19/20 Project Title Wright residence Report date 01/19/20 Q Data flename C•\Users\Eric\Documents\EJR Design\Drawings\Pascamlla\2019\1907 Wright Page 9 0110 Data filename C Wsers\Erle\Docurrlents1EJR Deslgn\Drawings\Pascamlla\2019\1907 Wright Page 10 of10 P Residence\Arch\COMcheck\Wrlghtl ink Resldence%Amh\COMcheck\Wrlghtl rck z w F Q Q " f� ' O F U U W Q I W d w z a 0 w U � ^ w w Apr w z za 1 w En g_ F xr aC z xo€ z W �o ¢ U 0 � o F o e a 3 W THESE PLANS ARE AN INSTRUNIENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW f NOTE: ELEVATIONS ARE IN THE,, ,)RTH AMERICAN VERTICAL DATUM 1988 TEST HOLE -" 71,\ DUG 08/30/2019 BY McDONALD GEOSCIENCE 4� _ � -' �S ELEV.=19.3' RECEIVED I Mply' 1 1.0' V DARK BROWN LOAM01 3.0' BROWN SILTY SAND SM G �0,� Zoning Board Of Appeals lb �O I � 13.0' PALE BROWN FINE SAND SP• C' v i I COAIC \ ' UI ••d• 17' ��•�\O 11 V -69\x/6.3' \\ i�' `, 0 COMMENTS: NO WATER ENCOUNTERED \ <D2)�O V ^ 1<g 61 0 �O ��'o .CONT �O� ` A W' OD DECK _ MpN, 1 t^ O. t�00tg`2 9Ay9`� ,10� SOOO\l >r y1 Sa it a , O v� cpNO `��- 5 o� �. ��. �P�Ss �p MON. 1I .14 �2 S?' OF Dwr I •a' 00_ G��b� o � G GUARANTEED T0: DANIEL & NANCY WRIGHT PARCEL AREA = 8,638 SQUARE FEET pN COF� B 12-28-2019 UPDATE SURVEY — AD 9� O ON LINE D TOP OCRAPHY A 10-19-2013 OUTLINE SURVEY REV- DATE DESCRIPTION SURVEYED BY: 1 LOTS 3 AND SUFFOLK COUNTY TAX MAP # #13A FRANCIS"-X. KARL_ L.S. ON THE MAP OF "SECTION TWO — 27 ARTHUR AVENUE DISTRICT-1000 SECTION 037.00 GARDINEWS BAY ESTATES" cJ O o BLUE POINT, N.Y. BLOCK 03.00 FILE #275— FILED SEPTEMBER 23, 1927 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 2� 11715 LOT 006.000 SITUATED AT SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS ��,� (631) 363-2891 PHONE SURVEY MAP NOT BEARING THE SURVEYOR'S INKED SEAL OR EMBOSSED O (631) 363-2892 FAX EAST MARION SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY- GUARANTEES 2105 OW MNM ROAD �2-28-2019.* , INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY. SCALE "= 2�' 2105 OLD allM ROAD 01-07-2020 NMbd TOWN OF SOUTHOLD, GOVERNMENTAL AGENCY, OR LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY, N.Y. FORM NO. 3 :a0f TOWN OF SOUTHOLD BUILDING DEPARTMENT FE SOUTHOLD,N.Y. Zoning peals NOTICE OF DISAPPROVAL, DATE: January 31, 2020 TO: Daniel Wright PO Box 177 East Marion,NY 11939 •.Please take notice that your application dated january 21, 2020: For permit to: demolish the existing dwelling and reconstruct a new single-family dwelling_at: Location of property: 2105 Old Orchard Road, East Marion,NY County Tax Map No. 1000— Section 37 Block 3 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 8,638 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet, a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. The site plan shows a front yqrd setback of 263 2 feet a minimum side yard setback of 6.04 feet and a QN combined side_yard setback of 19.45 feet. In addition the new single-family dwellingis's not permitted pursuant to Article III, Section 280-15, - which states accessory buildings and structures shall be located in the required rear yard. The reconstruction-of the single-family dwelling results in the existing accessory garage being located in the front yard 1 Authorize g ture Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. lr P Fr, IVED Fee:$ Filed By: Assignment No._� FEB 0 4 2020 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE Zoning Board Of Appeals House No 2-10 57Street cl( 1 Hamlet �-�-5 CA C% U 1/) SCTM 1000 Section_3 LBlock -3 Lot(s) �v Lot Size ® I Zone I(WE)APP AL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 't r 2 o Z-0 BASED ON SURVEY/SITE PLAN DATED Owner(s): eA yU Mailing Address: �• � �\�\d�l ` Telephone:(a31--j'V0jR Zy Fax: -Email: 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: di ,LQ,P 1 �'G 1.,R b' for Owner( )Other: Address: 5`Q W _ �� VCa- Telephone:.S-l4 W I ax: 031(3 Email: �N� 0�vgCCoedo 46 k. C d " Please check to specify who you wish correspondence to be mailed to,from the above names: eika A.pplicant/Owner(s), ( )Authorized Representative, ( ) Other Name/Address below: WHEREBY ILDDIING INSPECTOR REVIEWED SURVEY/SITE,PLAN DATED and DENIED AN APPLICATION DATED L l z' Z&2oFOR: Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy O Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance byisli ers.Do not quote the code.) (11 Q Article: ( f Section: t;� Subsection: Type of Appeal. An Appeal is made for: 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 anX time with respect to this property, UNDER Appe No(s). 4f oZ Q Year(s). I TQ . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# Fp EIVED REASONS FOR APPEAL (Please be specific, additional sheets maybe useds signature notarized). 0 4 2020 1.An undesirable change will not be produced in the CHARACTER of the neighbor oe�rb� eats properties if granted,because: 1 ,c:nin Boar T PP a-de 5� S Q,-\, it � c - �'L1G Yl ��.s�C q k - Pt 1 Q �` G a�1 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: p �•�� ce,,t s s ��5 -e ae,� Al2� S .`fir e C AA1 C a�t�� S� ��-e - ��c e - 3.The amount of r ief requested is not substantial because: Cx,p �/- ♦ �0.�• rveLS �,� •� �� 7� \ �C `�-'L_e ��"Cr�r•L�"T C> C Cc,\\ c �J 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: �� Liv. C �C t.�J C5 t VJ \-j xc�,A , 0- V< 5.Has the alleged ifficulty been self created? { } Yes,or No Why: �.. 5 co-4-\0A l C o Are there any Covenants or Restrictions concerning this land? �yNo { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. By signing below, I certify all information is true and correct to the bes my knowledge. Signature of Appcant or uthorized Agent (Agent must submit written Author tion from Owner) S om to before me this day of 20 of Pu he LYNDA M RUDDER NQtatY Public.State of New York No OIRU6020932 Qualified in Suffolk county Commission Expires March 8._20 LFEB IVED.. APPLICANT'S PROJECT DESCRIPTION 1 C ` (For ZBA Reference) *� 41.020Applicant: ` . W� \ -- Date Prepared: Lf Qa�sd Of App I.For Demolition of Existing Building Areas Please describe ar as being remo ed: S k5 ckN�- N d�-i e' `v H. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: Dimensions of new second floor: Dimensions of floor above second level: Height(from finished ground to}op of ridge): Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: III. Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: Number of F oors and General Char ctenstics BEFORE A terat'ons: a Number of Floors and Changes WITH Alterations: cJ IV. Calculations of building areas and lot coverage(from surveyor): - Existing square footage of buildings on your property: Proposed increase of building coverage: Square footage of your lot: Percentage of coverage of your lot by building area: V. Purpose of New Construction: 0.r �� JkA C Ir- VI. Please describe the land contours (flat, slope %, heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Please submit seven (7) photos,labeled to show different angles of yard areas after staking corners for new construction), and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner DANIEL L WRIGHT May 15, 2020 PO BOX 177 Notice#: 3 EAST MARION, NY 11939 2105 OLD ORCHARD LN, EAST MARION R-20-0432 Notice of Incomplete Application DANIEL L WRIGHT, This office has reviewed your application for existing or proposed sewage disposal and water supply systems for the above reference project. The following will be required prior to any further processing of the application for approval to construct: SCTM: 1000-37-3-6 -Submit a copy of the entire Town Zoning variance Please note that a review of the additional information requested may result in the need to modify the proposed sewage disposal and/or water supply systems. Please do not hesitate to call (631) 852-5700 with any questions. Regards, James Trent Public Health Sanitarian CC: LUIGI PASCARENA DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 Page 1 of 1 (631)852-5700 I Fax(631)852-5755 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION RECEIVED A. Is the subject premises listed on the real estate market for sale? YesNo [Q 0 4 '��20 B. Are there any proposals to change or alter land contours? �No Yes please explain on attached sheet. f � Itot3 Eoard Of ?Peals C. 1.)Are there areas that contain sand or wetland grasses? 2.)Are those areas shown on the survey submitted with this application? 3.)Is the property bulk headed between the wetlands area and the upland building area? V Q 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? Please confirm status of your inquiry or application with the Trustees: W) and if issued,please attach copies of permit with c ndrtions 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? p E. Are there any patios,concrete barriers, bulkheads or fences that exist that are*not shown on the survey that you are submitting? VJ 0 Please show area of the structures on a diagram if any exist or state none on the above line. �, 4 F. Do you have any construction taking place at this time concerning your premises? 1V(T If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? V If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel and the proposed use 5 ;Vt --e gG'4 6,, ek c (ex.existing single family,proposed.same with garage,pool or other) C(-) 9 / L11 y A -Me signature and Da } AGRICULTURAL DATA STATEMENT RECEIV DV � ZONING BOARD OF APPEALS TOWN OF SOUTHOLD FEB 020 �Qnlnt7 tl ar ,�. WHEN TO USE THIS FORM. The form must be completed by the applicant fora y.speccal 4k__ seierrri{t��sate plan approval, use variance, or subdivision approval on property within an agricultural district QR within 500 feet of a farm operation located in agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Sections 239- m and 239-n of the General Municipal Law. 1)Name of Applicant: �. ��• -2)Address of Applicant: 2 0 � CJ <3 f r • C a A V 3)Name of Land Owner(if other than alicant) 4)Address of Land Owner: '`� d T ��5 ar C ,°Q 5)Description of Proposed Praject: \Xd u S-" CeyNp V o v� 6)Location of Property(road and tax map number): =0 ,;\ 'r X- ©O O 7)Is the parcel within an agricultural district?VLZ�o ElYes If yes,Agricultural District Number 8)Is this parcel actively farmed? 71_No ❑Yes 9) Name and address of any owner(s) 'of land within the agricultural district containing active farm operation(s)*iocated 500 feet of the boundary of the proposed project. (Information may be available through the Town Assessors Office, Town Hall location (765-1937) or from any public computer at the Town Hall locations by viewing the parcel num rs on the Town of Southold Real Property Tax System. Name and Addre 2 3_ . 4. 5 6 (Please use back side of page if more than six property ow ers are identified.) The-lot numbers may be obtained in advance,when-requested from.either the Office of the-Planning-Board at 38 or t on' g Board of Ippeals at 765-1809. Signature of Appli t Dafe 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.Solicitation will be made by supplying a copy of this statement. 2.Comments returned to the local board will be taken into consideration as part of the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board t6 the property owners identified above.The cost for mailing shall be paid by the applicant at the time the application is submitted for review.Failure to pay at such time means the application is not complete and cann6t be acted upon by the board. 1-14-09 617.20 RECEIVED Appendix B Short Environmental Assessment Form FEB X0_0 Instructions for Completintt coning Board Of Appaals Part 1-Project Information. The applicant or project sponsor is responsible for the completionrof-PArtfl:`Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: v Project Location(describe,and attach a location map): Brief Description of Proposed Action: o \1 ON v� -� A--)\- 5kc 3 c cs o ^A e ev_3 10 h . Name of Applicant or 1Spon`sor:� Telephone: E-Mail: City/PO: State: Zip Code: E." )� �-C�tr , o V 9L� 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 of the site of the proposed action? • 1 acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, _ NO YES N/A a.A permitted use under the zoning regulations? RECEIVED b.Consistent with the adopted comprehensive plan? `gf n r nnn f 6. Is the proposed action consistent with the predominant character oft'e existi � uift d`natural NO YES landscape? `' 7. Is the site of the proposed action located in,or does it adjoin,a state list_ediCrit al Environmental Area? NO YES If Yes,identify: L----� 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: `! 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 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: arm 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 PSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES a Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundm nt of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? ®�✓(,��(., If Yes,explain purpose and size: RECElvtu 19.Has the site of the proposed action or an adjoining property been the location of an :&—el °'r 6iosQ-0 I NO YES solid waste management facility? If Yes,describe: L_Criiny o�ol u ;-r� 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/sp ame Y� ;�� w Date: Z Z Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No or Moderate small to large � {( k W ` ' impact impact may may occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 ,i' _ - - =t*�::J r?i..�s .';?y:t•trt..t..t t J'3 Y'Vii"'c y r ' 1*5 No,or Moderate small' to large `?r;5^`�,.'i.- _ - ': - .: �'7r•,�'.-•_••• ,'-r-t•rY? -sa. -°.w}.. rlZ-,cct"`.r° ,�«`sy,.'r. impact impact 7, y c+.,: - r(" - -Y - - ^�..24•i�}i;�S:-'S�I;Y}�ci.�a�.�rts' 5 ��Ar i'�%'?Sr' .. may ma �' y 10. Will the proposed action result in an increase in the potential for erosion,Jflooding or drainage problems? , Zcninq E3o,:�.- ! (-)r a„•A 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 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM RE=CEIVED The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and rinployees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to fake what�ve�aQ action is'necessary to avoid same. YOURNAME: W'f % ch Ci, . A L ' : �n' h Rnard n ppec,is (Last name, rst name, fiddle initial,unless you are applying in the name of someone else or otherentity;-such-as•a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zonef Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means I'a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If No,sign and date below.If YES,,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5°/a 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 l D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted t of 720 Signature Print Name .�� \ `' � � C 1V`_ j r -� ri.ECt1VED AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM F E B LA � GQ 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 rovide information which can alert the town of possible conflicts of interest And allow it to takewhatever, action is necessary to avoid same. /l /f `u"1"" YOUR NAME : v dc(-w-�-L A ast name,first name,middle inittal,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION;_Check all that-apply) _ _ _ _ .. d _ _ Tax grievance Building Permit Variance } Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have_,a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage—,or business interest. "Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If No,sign and date below.If Yes,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A.)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this ' I day f ,20 Signature Print Name Town of Southold - �-•� RECEIVED LWRP CONSISTENCY ASSESSMENT FORM ��E G) �11ZQ A. INSTRUCTIONS zc:n�ng Board of Appe is 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 Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if ritcessary, 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# � The Application has been submitted to (check appropriate response): Town Board E Planning Dept. ?� Building Dept. 0 Board of Trustees 0 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: Q` 1 1 6 V, Q 2 iA Location of action: -'�- ------------- -- - Site acreage: • t?ECEtVED Present land use: �-e C\\-2 --�X�� Present zoning classification: S c e � �� \ -73 Zoning Boafu v"E�pr��I 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: \ Q �. UCV� (a) Name of applicant: � (2 `� (b) Mailing address: cL LA (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? Y s 11No'P 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, j preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. ❑Yes ❑ No �Vot Applicable- please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No YN4Not Applicable- please explain) Board of Zoning Appeals Application ERECEIVED AUTHORIZATION(Where the Applicant is not the Owner) d 00 F'ls residing at d y(Print property owner's name) (Mailing Address) I - � yoj,,al P\11 do hereby authorize 1 e V -et t C (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Si e) (Print Owner's Name) FORM NO.4 DBd TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N.Y. Certificate Of Occupancy No. . . 79798 . . . . . . . . _ Date . . .December 20 . . . . . . . . . . . . . . .. 19 79 THIS CERTIFIES that the building . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property . . . 2-105. Q34. OrOgrd .Road . . _ _ . . . . _ . _ East Marion, .N.Y. House No. Street Hamlet County-Tax Map No. 1000 Section . . . . . . 37. . .Block . . . . . . Q3. . . . . . .Lot . . . . . .. . . . .:":'. 4 Subdivision . . . . . . . . . . . . . . . Filed Map No. . . Lot No. . . . . . . . requirements fora one family duelling built prior to conforms substantially to the . . . April, Z3. . . . . . . . . 19 57.pursuant to whi haate of Occupancy. . . . .29794. . . . . . . . . dated . . . . Decmbor.2Q . .. . . . . . . . 19 79 ,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 . . . . . . . . . . . . . . . . . . . . . . . . . . .PrivaLte. One.Fmily. 3we'lling. . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . _ . . _ .. . . .Donald 0. Schafer & ort! of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE NO. . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . i Building Inspector Rev 4/79 FORM NO. 4 ` RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT Z02O Office of the Building Inspector _EB Town Hall Southold, N.Y. Board Of Appeals zoning CERTIFICATE OF OCCUPANCY No: Z-29190 Date: 01/10/03 THIS CERTIFIES that the building ADDITION Location of Property: 2105 OLD ORCHARD RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 37 Block 3 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 10, 2003 pursuant to which ' Building Permit No_ 29096-Z dated JANUARY 10, 2003 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 ADDITIONS AND OUTDOOR SHOWER ENCLOSURE "AS BUILT" ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. ZBA #210 DATED 2/2/94. The certificate is issued to JAMES J & DALE P LEYDON JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF E03ALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Aut orized Si nature Rev. 1/81 BUILDING DEPART`IENT TOWN OF SOUTHOLD, N. Y. HOUSING CODE INSPECTION REPORT Location 2105 Old Orchard Road East Marion, N.Y. R ECEIVED number & street Municipality Subdivision Gardiners Bay Estates Map No. 275 Lot(s) 13 & 13A FEB Name of Owner(s) Donald 0. Schafer & Ors l Occupancy R - 1 unoccupied Zonind Of Aap type own er-tenant Admitted by: Mr. Lewis Accompanied by: Mr. Lewis Key available Suffolk Co. Tax No- 1000-37-03-06- Source o_ 1000-37-03-06-Source of request " Robert W. Tasker, Esq. Date Nov. 30, 1979 DWELLING: Type of construction Wood frame #s•tories one Foundation Cement block ' CellarDartial Crawl space X . Total rooms, 1st. F1 4 2nd. Fl 3rd. FI Bathroom(s) 1 Toilet room(s) Porch, type Enclosed Deck, type Patio, type Breezeway Garage Utility room Type Heat Gas space "IeTarm Air X Hotwater Fireplace(s) No. Exits Airconditioning i Domestic hotwater Yes Type heater Gas Other ACCESSORY STRUCTURES: Garage, type const.. Wood/1 car Storage, type const. Swimming pool Guest, type const. Other VIOLATIONS: Housing Code, Chapter 52 Location Description Art. Sec_ Cellar Tem oxa su orts 'der airder TTT 52-30-A - Cellar Water washing under foundation III 52-30-6 Remarks: Inspected by- �� Date of Insp. Dec. 20, 1979 Curtis Horton Time start 11 :00 end 11:20 a.m. BUILDING DEPARTLNT TOWN OF 'SOUTHOLD, N. Y. HOUSING CODE INSPECTION REPORT Location ' - 2 number & street Municipality Subdivision '� rf ,� Map No. 1'75� Lot(s) Name of Owner(s) Occupancy typ e (owner-tenant) 'Admitted by: f2D,:z :2 �/ r-,., - Accompanied. by: � Key available Suffolk Co. Tax No. 3 7--e-TJ =� Source of request �..�� ///� ,,�.,�.,, Dated, �;O D11MLING. r Type of construction stories Foundation ,�/,cr,,,t t,, .ai Ce lar - Crawl space Total rooms, 1st. Fl L 2nd. F1 3rd. Fl Bathrooms) l Toilet room(s) Porch, type beck, type Patio, type = Breezeiay Garage Utility room Type Heat `'alarm Air Hotwat er Fireplace s) No. Exits Airconditioning Domestic hotwater ,,,�,/� Type heater _W4 Other ACCESSORY STRUCTURES: Y Garagetype const k.a;�° = =, . '' Storage, type const ' Swimming pool Guest, type const. Other VIOLATIONS: Housing Code, Chapter 52 Location Description Art. Sec. Remarks: Inspected by: Date of Insp.� -- — 7 Time start ��/ end n _ RECEIVED APPEALS BOARD MEMBERS �o�OS�fFOj,��oG FEg ® X020 Gerard P.Goehringer, Chairmanpf A1��Eais Serge Doyen,Jr. p� • lbwn i-,r&fbo96-Nfain"Road � James Dinizio,Jr. y p! P.O.Box 1179 Robert A.Villa ( �l �� Southold, New York 11971 Richard C,-Wilton Fax(516)765-1828 Telephone(516)765-1809 BOARD OF APPEALS Telephone(516)765-1800 - TOWN OF SOUTHOLD FINDINGS AND DETERMINATION Appeal No. 4210: Application for STEPHEN T. VESEY and CHERYL SCHLITT.- Variance to the Zoning Ordinance, Article IIIA, Section 100-30A.3 for the existing location of a deck addition "as . built." A portion of the deck encroaches in .the side yard. The accessory garage structure, which has existed, is also now Partly in a side yard area. Location of Property: 2105 Old Orchard Road, East Marion, NY; County Tax Map Parcel No. 1-000--3-7-3=6.Subject premises contains a of area of8,638+- sq. ft. and is located in the R-40 Low-Density Residential Zone District. WHEREAS, a public hearing was held on February 2, 1994, at which time those who desired •to be heard were heard and their- testimony recorded (no opposition was received) ; and WHEREAS,- the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, Board Members have personally viewed and are familiar with the premises in question, the present use and building(s) , and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. The premises in question: (a) is a parcel of land shown on the Map of Gardiners Bay Estates as Lot Nos. 13 and 13A (Combined as one) with a total lot area of 8,638 square feet, and two street frontages of 40.0 feet; (b-) is improved with -a single-family, one-story frame dwelling structure with attachments_ as more particularly shown on the survey amended December 23, " 1993, prepared by Roderick VanTuyl, P.C. , which dwelling is 'shown to be set back six feet from the- northerly property line, 13 feet from the southerly property line, 34 feet (exclusive of porch and step area) from the front property line along Old Orchard Lane, and 110+- feet from the easterly front property line along Sylvan Drive; C Page 2 No. RECEIVED Matter of STEPHEN T. VESEY and CHERYL SCHLITT Decision Rendered February -2, 1994 - FEB 0 4 2020 r Zonincd Board Ot App(--ads (c) is also improved with a garage building, built as t an accessory structure in the rear yard with a setback at 1+- feet from the southerly side property line. . The deck area,- now extends "as built" into the side' yard, which places a portion of this accessory building in the side yard as' well; -(d) is improved with a new deck area which is the subject of this variance which extends "as built" into the' side yard with a setback at 11 feet from the side property line. The new sideyards are 11 feet and 6 feet, rather than 13 feet and 6 feet, for a reduction of two feet. 2. By this application, appellants have requested approval for a' reduction in the southerly yard setback by two feet,, for an 11-foot setback for the new deck area (instead of the principal setback of 13 feet) . The total setbacks, as built with the .new deck, are now 17 feet, rather than the 19 feet previously existing. 3. The code requirement for a nonconforming parcel in this R-40 Zone District is regulated by §100-244 of the Zoning Code as it pertains to less having less than 20,000 sq. ft. enacted in -January 1989 for minimum sideyards at 10 feet and 15 feet. 4. It is the position of the Board that the amount of relief requested is not substantial in relation to the requirement, being a variance of two feet for the new deck. No other side yard would be reduced, and the garage has not been moved and will remain in the present location. 5. In considering this application, the Board also finds: (a) there is no valid public purpose which outweighs the applicant' s difficulties for a two-foot variance for the southerly side, and two-foot variance for the total sideyards; the size of the deviation is de minimus; (b) a .substantial change will not be produced in the' character of the neighborhood; (c-) the difficulty cannot be obviated by some method feasible for the applicant to pursue other than another variance; (d) in view of the manner in which the difficulty arose and the fact that additional land area is not available, the interest of justice will be served by allowing the three-foot side yard reduction. „ . Page 3 - pp No.__421'U-` Matter/of STEPHEN T. VESEY and CHERYL S,CHLITT Decision Rendered February 2, 1994 RECEIVED FEB 0 4 20?0 Zoning Board Of Appeals (e) the applicant' s difficulties_ are self-created ' '� 1� since the deck was not:. built exactly to plans issued under the Building Permit <#21755• dated 11/3/93>; (f) the difficulties claimed are uniquely related to the layout and general character, shape and size of this parcel and are not unreasonable; (g) in considering all of the above f actors, -,the interests of justice will be served by granting the reduction in the sideyard, as requested. i Accordingly, on motion by Chairman Goehringer, seconded by Member Wilton, it was RESOLVED, to GRANT the requested reduction of two feet from the southerly property line for the deck extension, "as built,” with a setback at 11 feet, SUBJECT TO THE FOLLOWING CONDITIONS= 1) There be no adverse lighting - all lighting must be - - shielded to the ground to prevent annoyance or glare onto neighboring properties. 2) That it remain unroofed , as applied . Vote of the Board: Ayes: Messrs. Goehringer, Doyen, Dinizio, Wilton and Villa. This resolution was duly adopted. lk GERARD P. GOEHRING R, C"AN RECEIVED AND FILED BYy THE SOUTHOLD TOWN CLERK DATE �� ( HOUR Town Clerk, Town of So thold UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF \ SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THEPERSON FOR WHOM THE _ SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, OR LENDING INSTITUTION GUARANTEES ARE NOT @/ TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. QC N Lp V v',ao. d® 1�P q5 �0 -,, J o i( O �15' PRP EP ®�V CO,VC \10 �O MON vo� MON vO� �r M N \ Lo ` n W000 voll DECK M p9 .+ N 03co W • n 00, ti }o �� . 5�Q5 ,11F F o CD ® Pll . o �N FFLP� g, voy s� Q rpk� < o -h C=D p 1 o . S. -0 o 9�s MON :�Oy,o 1� ID 06 GUARANTEED TO: DANIEL & NANCY WRIGHT & TO: FIRST AMERICAN TITLE INSURANCE COMPANY ��L ,c O �?� p�+•pO, ��" Q�E� � C� & T0: STERLING NATIONAL BANK - o PARCEL AREA = 8,638 SQUARE FEET 60�� C. C.,I l C+ O MON can ON INE�N�' y A 1 10-19-2013 OUTLINE SURVEY REV. I DATE DESCRIPTION S F SURVEYED BY: SUFFOLK COUNTY TAX MAP LOTS #13 AND #13A — FRANCIS X. KARL L.S. DISTRICT-1000 ON THE MAP OF "SECTION TWO ?o�\� 27 ARTHUR AVENUE SECTION-037.00 GARDINEWS BAY ESTATES" i® BLUE POINT, NY BLOCK_03.00 FILE #275- FILED SEPTEMBER 23, 1927 o� 11715 LOT 006.000 SITUATED AT (631) 363-2891 PHONE \ (631) 363-2892 FAX 2105OLD ORCHARD ROAD,lWg EAST MARION, SCALE ZO 2105 OLD ORCHARD ROAD txt TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y ,'' ,�.I•^"fir / r:.•C:J�.i�. 1 ,r�, :.�W x.11!� •'. ..: y� s 'f��•� � � �► '1.�� •"a!4'�• �.v,, ��`P"'�� 'ef :• 's• �Y p�y�j►'?' J'{'v Sr J 1 � - t1�` whI .r,�•� .6 �o �'i*Jrr ' /1 a�. ."s s.r,. 0 A �• 7 a Gi.ISj -jl i _ "Al ��• '.`` $ .�, � f'`" '��.«'�'� a►v:s='`'� .GSA,.` fr'�� pl/S-�i %- .`.,;....�,� i.� `, � ,.�i� � NN Olitz it t h 1 , � ' �-�� _ .� �' ��" `• _ IIS �1 • �• f�T' •i *.. '�:-} - ` K r —tea-' f '•�„�r.F•1 -_.fir-„3 �.; 'fr •'sir +�. J•- r. .. i r 'fr � x } wr '• .� Fry 61 PRIM •• .. I go It it ! ga 1 •w .e `� .:N. 1: • I I . IL Awl �'♦ �,IAfO' •yy,�1r s •e. . .r w r(ly now low R ✓ \ . ;y1 � , +�-�►��/{{+a p .fes♦ L+ r,♦ �� ' " -'Gy/�ji "' � �1_. � JIB. � J r ,,i, vie ri RECEIVED FEB 0 4 2020 Of Appeals a•�'^��9�_e a.. F. i1• ��Y`��_ 1 � r EL a r , 4)W. z r POOP r t J Y-... r -: ��'� 1 _ .'� '' �� '� s � `` � - � � • • -., .,. o "e!`F�4, �,y ,. 1, �}. •� 1 --— �_1 �� / �! .... . ,F. � - r: -� � �y� � - ��" � _�y a�,�r ,k'�R , j -` � +•� '+' ./ � ,/�. ��,'`'' ��''' ��Pu101 S' � '`• I,i._-..'h,. �..fs .:�.�is �'r � �;.ter � �,/ eYr� .'y �� il►� 4� ar..i. fir. f•�' �I_:` ; t. �:2• ..�: ~ w °! w � s.�'";?i+ •--c M,t '�,`, -Y , y i .. -- r •' �, .� r�i i.rl ,b�R,._. .1�'c"f .,fel ,� t" ,, ��4`'�°'. ` �N �'� "'� •••-,.ark � �: . . "� ti:•.'�� .' '; /:' + ;1111111:�..rt tV{� 1 .. � s f�.•' - '*J� y _ IAO Ilk fig i a 3=fir t�i.li O�II - 201, 40 �, }" � � - f• '��' - �*., � is c # t. Ly_ t - _ � 'sem X►- Z.� M" _ .• �� `ice T { y ..mac 'i f•` „4 � , '�� .+_ �.`. .R t ._-.—J c `•i s►.- v� WE ��YY`�, 1 f1 a tD 1e1�a4� �1d �. 44 ', s. `� • _` �f"�� ca r • 1 Coo -. 37- -3 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 21 d VILLAGE DIST. SUB. LOT FZ-6 5t- �� V y• v r ` ACR. I Ojn REMARKS TYPE OF BLD. 9 13 — ()-o 1(`hrc6� nl PROP. CLASS �.�� i-ef M6 6 r -z s' - X75 3l� - err /0 ��' ;3 7 eY LAND IMP TOTAL DATE Q ` , TOWN op Lu LLI `f J2020 } N FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL i U0'100 iv:'� IcD --yy STREET f VILLAGE, DIST. SUB. LO-111, -0-ri S� lows 5A Lam/ • Leyden �r W FORMER OWNER G VYJ Ke Y N E - _ S W TYPE F BUILDING A � �O�H�� L7. TJCk�A4�.� ORS L-' 'ES. SEAS, VL. FARM COMM. CB. MISC. Mkt. Value ! LAND IMP. TOTAL DATE REMARKS I D /Z 6 f y,F' 0M oo I ��7� Su+�R� g A iE O�t8t'R it �b fig 9 U. S rER /a �, E' FC ORS /� lij 7 s ��iboo, �, L 1761 .�C� �� b,G'� �Sf'ACI�¢f�Na P X19 {r gT �lS -,c �i ,? O ` q0n iz iia �3 '�i c�j�t so�D zz D.� : �: -rc� ��►c��s�' ` ,— - z _ w3 Q 73 1 Uj AGE ce LU l BUILDING CONDITION q4 � ' �� 5�� G evao0 � � d8 Li NEW NORMAL BELOW ABOVE Fponn u'�' cre Value Per Value• Acre Tillable 1 Tillable 25� N-c. Lo Tillable 3 Zci 2 7 , .� -h �?i �q�''"�•� � � -J i Woodland Swampland FRONTAGE ON WATER S Swam lan FRONTAGE ON ROAD L1,0 +� ( �&4(,� oBrushr DEPTH � House Plot �J BULKHEAD DOCK Tota I r�a rl L 7J1�;,, . ;, ■■■■■■■ ■■■■■■■■■■■■■■■■■■®■ . . as.. ' .,fib ?, . .. ■■■■■■■■■■■■��■■■■■■■■■■■■■ 'tel `_•.-. I .�w )�xI [ .,i�l, � _ tt' ■■■OMEN ■■■■■■■'■■■■■■■■■■■■■ M■MMEME N ■ M■■AMEMMEMNNNMN rr. EENMOEN ME■OMMEMEME■MEN■■■■�■ NN■ ■ME■■EME■EW y asement •• Ext. Wa S Interior Finish Fire Pic i Dormer � J ELIZABETH A.NEVILLE,MMC �� e� Town Hall,53095 Main Road TOWN CLERK ® P.O.Box 1179 COD Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ® g Fax(631)765-6145 MARRIAGE OFFICER °j'� ®�` Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: February 5, 2020 RE: Zoning Appeal No. 7395 Transmitted herewith is Zoning Appeals No. 7395 for Daniel Wright: ,ZThe Application to the Southold Town Zoning Board of Appeals Applicant's Project Description Questionnaire __v,,'Agricultural Data Statement ,/Short Environmental Assessment Form ,,/Applicant/Owner Transactional Disclosure Form(s) ,Agent/Representative Transactional Disclosure Form(s) ��I,WRP Consistency Assessment Form _,,^otice(s) of Disapproval ,,,'Board of Zoning Appeals Application Authorization __,,Certificate(s) of Occupancy /Findings, Deliberations and Determination Meeting(s) Action of the Board of Appeals -/Photos Correspondence- Copy of Deed(s) Building Permit(s) roperty Record Card(s) i► lsurvey/Site Plan Maps- rawings Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, ect.) Misc. Paperwork- ` Fown of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/05/20 Receipt#: 266690 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7395 $2,000.00 Total Paid: $2,000.00 Notes: Payment Type Amount Paid By Credit Card-Ref# $2,000.00 Wright, Daniel Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Wright, Daniel 2105 Old Orchard Rd Po Box 177 East Marion, NY 11939 Clerk ID: JENNIFER Internal ID.7395 ZBA TO TOWN CLERK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE: February 5, 2020 ZBA# NAME OF APPLICANT CHECK # AMOUNT TC DATE STAMP 7395 Wright, Daniel Credit Card $2000.0 RECEIVED F E B - 5 2020 TOTAL $2000.00 Sent via Inter-Office to Town Clerk by: DW Thank you. Y !_r TOWN OF SOUTHOLD ZON( G ";? ' �' IAL 54375 ROUTE 25 1 TOWN OF, SOUTHOLD ZONEING t SOUTHOLD, NY 119ij I 54375 ROUTE 25 631-765-1802 02104/20 1210 39300981882516 TN): 0001 Batch #; 002 SALE MID: 300981882557 SETTLEMENT SUCCESSFUL MID: 2557 Store: 0001 Term 0001 i GB ACCEPTED . REF#: 00000001 Summary Report Batch #: 002 RRK- 003517000169 y is a 02/04/20 I12:08:35 ( ' Trans ID:,460035617'156752 r S 1 e s APPR CODE 05062C =2;000.010 VISA — Chip Surcharge 50.00 Returns 0 $0.00 -- - -' � Total 1 $2,000.00 i AMOUNT' $2,000,00 GRAND TOTALS AMR ED f Sales 1 . $2,00VAG ' Returns 0 $0.00 WRIGHT/DANIEL __ Grand TotalEPORT 1 $2,000 .00 CHASE Aux A000000GD3a10 ENDO ' R{ = TVR: 00 80 00 80 00 5 TSL E8 00 4 1 I AGREE TO PAT ABOVE TOTAL AMOUNT i IN ACCORDANCE WITH CARD ISSUER'S ASREENEMT (MERCHANT AGREEMENT IF CREDIT VOUCHER) RETAIN THIS COPT FOR STATEMENT YOUI MERCHANT COPY r 4 f , BOARD MEMBERS ®�$®(/ ' Southold Town Hall Leslie Kanes Weisman,Chairperson ®�s� �/�®� 53095 Main Road•P.O.Box 1179 ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, Town Annex/First Floor, Robert Lehnert,Jr. • �®Q 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento ®lif C®U Southold,NY 11971 http://soutboldtownny.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, AUGUST 6, 2020 PUBLIC HEARING Due to public health and safety concerns related to COVID-19,the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1,the AUGUST 6, 2020 Zoning Board of Appeals meeting will be held via video conferencing, and a transcript will be provided at a later date. The public will have access to view, listen and make comment during the meeting as it is happening via Zoom. Details about how to tune in and make comments during the meeting are on the Town's website agenda for this meeting which may be viewed at http://www.southoldtownny.gov/agendacenter. Additionally,there will be a link to the Webinar Zoom meeting-at http://www.southoldtownny.gov/calendar.aspx. If you do not have access to a computer or smartphone,there is an option to listen in via telephone. 10:20 A.M. - DANIEL WRIGHT #7395 - Request for Variances from Article III, Section 280- 15; Article XXIII, Section 280-124; and the Building Inspector's January 31, 2020 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and reconstruct a new single family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum side yard setback of 10 feet; 3) located less than the code required minimum combined side yard setback of 25 feet; 4) existing garage located in other than the code required rear yard; located at: 2105 Orchard Road, East Marion, NY. SCTM No. 1000-37-3-6. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http•//24.38.28.228:2040/webilnk/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov Dated: July 16, 2020 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 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Name of Applicant/Owner) / SCTM No. 1000- (Address of Pr perty) (Section, Block&Lot) � COUNTY OF SUFFOLK STATE OF NEW YORK I, (' Owner, ( ) Agents residing at 2\d d�� rc��r� �S �aC�d a-, \y�31 New York, being duly sworn, deposes and says that: On the �5 day of s JL:l , 20 2:*, I personally mailed at the United States Post Office inb\ ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. ( ignature) Sworn to before me this – 'j day of l 520Z-0 BRAE 1)eC�rvG� yc1�iG b�tA�Al f itPTW jr . - s—ft%V Ccs y Pj)0Aiq— No. mDE( I ,52 $(0*-� otary Public) (,U �SSION � S 8I2q I2I PLEASE list on the back of this Affidavit or on a sheet of paper,the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. 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Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MailTTO ❑Adult Signature Restricted Delivery ❑Re gIstered Mail Restricted r 9590 9402 4923 9032 3246 87 ❑Certified Mad® Delivery 11 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise Collect on Delivery Restricted Delivery 1:1 Signature Confirmation- 7018 onfirmation^ 7 18 3090 DDD 1 9 5 91 2104 1lnsured Mad El Signature Confirmation' Insured Mail Restricted Delivery Restricted Delivery PS Form 38111,July 2015 PSN17,530-0i 0o0-91153' Domestic Return Receipt I COMPLETE THI SECTION ON DELI,VERY' -- --- - - t Complete items 1,2,and 3. A. Signature = - z- - -- ■ Print our name and address on the reverse C3 Agent I I THIS SECTION ONDELIVERY so that we can return the card to you. X O Addressee! . COMPLETESECTION • B. Received y(Pi t N e) C. ate of elivery 1• Attach this card to the back of the mailpiece, _. /--� { ■ Complete items 1,2,and 3. A. Signature or on the front if space permits. b I (� ` I 1. Article Addressed to: D. Is delivery`` less d ffer nt from item 1? ❑Yes ■ Print your name and address on the reverse' �/(/j --t9ent If YES F3delivery ress below: ❑No so that we can return the card to you. o/ ❑Addressee 1 ■ Attach this card to the back of the mailpiece, B. Receive y(Printed Name C. Date of Delivery ® or on the front if space permits. pQ----5 C11.1 1. Article Addressed to: D. Is delivery address different from item 1? El Yes ��J f 0 CQ Vjyp �j If YES,enter delivery address below: ❑No . G v 3. Service �.0 ❑Priority Mad Express® y Illilllillillliilllllllllillllllllllllil III III ❑AdultSignatur ❑RegisteredMailrR �J��,�f F/✓/ ❑Adult Signature Restricted Delivery ❑Registered Mad Restrict 9590 9402 4923 9032 3234 82 ❑Certified Mail® Delivery 11 El Certified Id Mall Restricted Delivery , _. ❑Return Receipt for ill II III III I III IIIIIIII III Jill 11111111111 ' ❑Collect on Delivery -_. Merchandise 3. Service Typo ❑Priority Mad _ ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation* ❑Adult Signature ❑Registered ❑Signature Confirmation 9 insured Mad Restricted Delivery 1:1❑Adult Signature Restricted Delivery Registered h tricted ,7018 3090 0001 9591 2098 I Insured Mail Restricted Delivery 9590 9402 4923 9032 3246 25 ❑_certified Mail® Delivery —I(over$500) . ❑Certified Mail Restricted Delivery ❑Return Receipt for I PS,Form 3811,July;20151PSN 7530-02-000-9053 Domestic Return Receipt. __ _ _ ❑Collect on Delivery Merchandise Ado l;e -'1 Cl Collect on Delivery Restricted Delivery ❑Signature Confirmatlonr"t 3 Q 9_00 Q 01 9591 2 0 81 L insured Mad ❑Restnc#ed Delve Confirmation Lf insured Mail Restricted Delivery, N -.—_— — -- -- 1 (over$500) PS Form-3811 July 2015 PSN 7530 f02-000-9053; 1 Domestic Return Receipt t ) -- -�� - �© •qPLETE THIS SECTION • • ON ■ Complete items 1,2,and 3. A. 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Service Type ❑Priority Mad Expresso II I Illill fill III I III IIIIIIII III IIII 11111111111 El Adult Signature ❑Reg,stered Medr /Pd/n r ll 11 Adult Signature Restricted Delivery ❑Registered Mail Rcted �� Y 9590 9402 4923 9032 3246 01 ❑Certified Mai10 Delivery b estri ❑Certified Mad Restricted Delivery 11 Return Receipt for' ❑Collect on Delivery Merchandise Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM 3, Service Type ❑Priority Mail Express® 1018 3 Q 9 0001 9 5 91 214 2 ❑Insured Mad ❑Signature confirmation II I Illill IIII III I 11111111111111 IIII III I I III III ❑Adult Signature ❑Registered MaiITM 5'Insured Mad Restricted Delivery Restricted Delivery ❑Adult Signature Restricted Delivery ❑Registered Mail Restrict6 - -- T— — I (over$500) I 9590 9402 4923 9032 3246 70 ❑Certified Mad® Delivery ❑Certified Mall Restricted Delivery ❑Return Recelpt for PS Form 3811,JUIy 2015 PSN 7530-02-000 9053 Domestic Return Receipt ❑Collect on DeliveMerchandise ' ❑Signature Confirmations 2_ ArhCle_Numhar_?ran�f _;o lect on DeliveryRestricted Delivery ❑Signature Confirmation _ — —— nsured Mad i 7 018 3090 0 0 01 9591 2111 nsured Mad Restricted Delivery Restricted Delivery - I (over$500) IPS Form 3811,JUIy 2015 PSN 7530-02,-000-9053, I . Domestic Return Receipt Y Ir TOWN OF SOUTHOLD ZONING BOARD OF APPEALS 0 SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING av\,� A-.\ '' SCTM No. 1000- (Name of A plicants) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, �rkv1 e` ` 1 .'�1'�A residing at Zkd'� \ \ 0'(c��f d ( ,'off \\5'3 f ,New York, being duly sworn, depose and say that: I am the (�Owner or ( )Agent for owner of the subject property On the k\11 day of `YJ\T , 20 Z6 I personally placed the Town's Official Poster on subject property located at: S- C)��r indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten (10) feet or closer from the street or right-of-Way (driveway entrance) facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, ch hearing date was sh wn to be (Owner/Agent Signature) Sworn to be e me this Day of , 209 0 Vic Dec( rA c u- �n S ND1Ya°� (Q C, YOU (Notary u lic) b�P 1 2)28,(0 Cp(KWSSiovt A -e > * near the entrance or driveway entrance of property, as the area most visible to passerby July 28, 2020 31 Town of Southold, ZBA PO Box 1179, Southold, NY 11971 Re: Daniel Wright Hearing#7395 Please find included the original affidavits for mailing and for posting as well as the receipts and cards for the certified letters sent regarding my property.at 2105 Old Orchard Rd which is scheduled for a public hearing on August 6, 2020. Regards, Daniel Wright TYPESET'- Wed Jul 15 15 06.31 EDT 2020 yard setback of 35 feet; located at: 355 sated at: 3123 Skunk Lane, Cutchogue, LEGAL NOTICE Riley Avenue,Mattituck,NY.SCTM No. NY.SCTM No.1000.97-9-10.4. SOUTHOLD TOWN ZONING BOARD 1000.143-4-19. 1,20 EM ,GERALD MILITO#7405- OF APPEALS 10:50 A.M.- WENDY DAVIS#7397- RCequest'fora Variancefrom Article XXHI, THURSDAY,AUGUST 6, 2020 at 10:00 Request for a Variance from Article XXIII, Section 280-124 and the Building Inspec- AM Section 280-124 and the Building Inspec- toe's January 22, 2020 Notice of Disap- PUBLIC HEARINGS "toy's January 27, 2020 Notice of Disap. proval based on an application for a permit This PUBLIC HEARING will be held proval based on anapplication for a permit to construct additions and alterations to an virtually via the Zoom online platform. to construct additions and alterations to an existing,dwelling;at 1)less than the code Pursuant to Executive Order 202.1 of New existing single family dwelling; at 1) lo- requiied,-mipimurd side yard setback of 10 York Governor Andrew Cuomo in-person sated less than the code required minimum feet;, located at: 550 West Road, Cut. access by the public will not be permitted. front yard setback of 40 feet; located at: drogue,-NY SCTM No.1000110-5-41. The public will have access to view,listen 200 Pierce Street,Cutchogue,NY.SCTM 1.3b Pk,-SEAN.MAGGNUSON FOR. and make comment during the meeting as No.1000-136-1-35.1. • HNF RESORTS, INC (EASTERN L. It is happening via Zoom. Details about 11:00 AAL.-MIKE AND MARY BETH KAWGROUND?#73845E=Requestfora, how to tune in and make comments during PETSKY(BREEZYSHORES COTTAGE Special Exceptiont.pursuantto Town Code the meeting are on the Town's website #10)#7408-Request for a Variance from Article VIII,Section 2$0-3511(5)'and Town" Agenda for this meeting which may be Article XXIII, Section 280423_and the CodeArficlel;Sectlon,253-1,the applicant viewed athttp://www.southoldtowdt y.gov% Building Inspector's January 2,2020 No- is•requesting;permission^to alter the exist- agendacenter.Additionally,there will be a tice of Disapproval,based on an application ing Tourist and Trailer Campground by link to the Webinar Zoom meeting at httpt/ ,for a permit to construct additions and removing twenty(20) tent sites and con- /wwwsoutholdtownny,gov/calendarasp3t. alterations to an existing seasonal'cottage; stiticting tvoetity''(�0)'seaspnal cabin's;as Ifyou do not have access to a cburputer atl)a non-conforming•building containing -weltas variances for twenty(20)'cabins or smartphone,there is an option to listen a.non-conforming use shall not be'en- measuring 504 sq,.ft.where the code-only in via telephone. You may join by Tele= larged,reconstructed,structurally altered gallows cabins,tg measure a maglrnum of, phone: 646-558-8656, Webinar ID: 930. or moved,unless such building is changed 4,50,99.ft.iu,z i'ze;jbcated,ht.64500 County 9041 0409, Password: 296296. Call the, to a conforming use;at:65496 Route 25, Road 48;Greenport,$C,TM#1000-40:3=5. ZBA•office at 631-765-1809 for help. (BreezyShores Cottage#10,Adj:to Shelier 1:40;kW. '11.25 MAND_<EW'INC 10:00.A.ry -LAURA FLAVIN#7391- Island Sound) Greenport, NY. P TRICK TR--A OR, .PRESIDENT Request for Variances from Article VIII, SCTM#1000-53-5-12.6. #7390-RegOW foi"a'Varian,Se.frorit Atti- Section 280-39 and the Building Inspec- 11:10 A.M.-JOSEPH DEVITO#7401- Cie III,Section.280`13 and the'Building tor's December 4, 2020 Notice of Disap- Request for a Variance from Article-III, Inspecibrts January6,2020 Notice of Dis-, proval based on an application for a permit Section 280-15,and the Building Inspec- approval based ouan.application fora per- to constructadditions and alterations to an toe's January 8, 2020 Notice of Disap- mitto legWW"as-bailt'>additions,and al- existing'single family dwelling; at 1)lo- proval based on an application for apermit terations to an existing single family sated less than the code required minimum• to construct an accessory shed; at 1) lo- dwelling;at 1)more than'the code permit-' frontyard setback of 50 feet;Z)located less caiod in other than the code required rear ted naa irnUm two.aitsi,one-half(i=1/2)sto than the code required minimum side yard yard; located at: 100 Lighthouse Lane, ttiea; located,at; 1915 Gi:audview VdVe, setback of 15 feet;located at:'50705 Main Southold,NY.SCTM No.1000-70-6-27. Orient NY.'SC.M7 'No,,1000-1d-2-3.21. " Road, Southold, NY. SCTM No., 11:20 A.M. -ANDREW AND LINDA I 1`50 PAL w.`DiA M. WEXLER 1000-70-1-7.1. FOGA #7403,- Request for a'Variance D , A 'M. K'E %R REVOCABLE. 10:10 A.M. - GEORGE AND LYNN frSrir Article=11,Sectidn 280-124 and TRUST AND 1iODNEY T MARTY KRUG#7392-Request for Variances from the Building Inspector's January 30,.2020 "#.7363'-,Requestfor.Variances from Article Article XXIII, Section 280-124 and the Notice of Disapproval based on an applica- I-y 5ection:28018'anil the Building Inspec- Building Inspector's December 16, 2019' tion for a permit to demolish an existing tor's$eptorol4or�.0;'20I9,Notice,of Dis- Notice of Disapproval based on an ppplica- dwelling and construct anew single familyat►(trb'41ba3ed.pti att apirlicatiopfor asub- tion for a permit to construct additions and dwelling;at 1),Iess than the code ion required divisof merged properties at,1)both alterations to an existing single family minimum rear yard setback of 50 feet;Io- proposed lots will be less than the Code dwelling;at 1)located less than the code sated at:2425 Mill Creek Drive,(Adj:to required on 40 d00sq fG;• required minimum front yard setback of •Arshamomaque Pond, - Long Creek) Ideated at 1275 West Hill Road and'1175: 35 feet;2)located less than the code re- ,Southold,NY.SCTM No.1000-51.640. West Hill .Road, Southold, NY. quired,minimum side yard setback of 10 1:00 P.M. - INDIAN NECK tV,.LLC 9CT'M#1000-70-4,;22-and 100040-4-23. feet;3)located less than the code required' #7409-Request for a Variance from Arti- -Tlie$oardof Appeals will bear all persons minimum combined side yard setback of de XXII, Section 280-105C and the ortheii•repregoplative:s,.desiiingtobeheardat 15 feet;4)more than the code permitted Building Inspector's January 13, 2020, each hearing,and/or desiring to submit writ- maximum lot coverage of 20%;located at: Amended February 24,2020 Notice.of Dis- ten staiemcnts befom the conclusion of each 1175 Second Street, New Suffolk, NY. ,approval based onanapplicationfora per- bearing. Eacb;beartug will not stan'earlier SCTM No.1000417.7-20. 'snit to legalize an"as built" 8 foot-deer than•deslgttated Above:Files are'available 10:20 A&C—DANIEL WRIGHT#7395- fence;at 1)not permitted on vacant parcel for review on The Town's Weblink/ Request--for-Variances-from-Article III, not engaged in bona,fide agriculture pro- Lasetficreunder Zoning,BbardnfAppeals Section 280-15; Article MIT, Section duction; located at: 1985 Leslie Road, (ZBA)-1-oakdActfous*ea1ing.Click Linkt 280-124;-and the Building Inspector's Jan- Peconic,NY.SCTM No:1000-90.1-2.1. kt-tp:it/24.$8.28..'22$:2''04'0/weblinkf nary 31,2020 Notice of Disapproval based 1:00 PAL ,INDIAN NECK II, LLC Browse-aspx9dbid#0:If youhave questions, on an application.for a permit to demolish #7410-Request for a Variance from Arti- pleasetelephoueour office at(631)765-1809, an existing dwelling and reconstruct a new Gle XXII, Section 280-105C I and the or by,email:kfifif4s0utholdtownny gov single family dwelling; at f)located less, Building Inspector's January, 13, 2020, Dated:Iuly 16-2020 than the code required minimum front Amended February 24,2020 Notice of Das- ZONINO.'BOA-RD OF APPEALS yard setback of 35 feet;2)located less than approval based on an application for a per- LESLIE K A N.E S W E I S MA N, the code required minimum side yard set- mit to legalize an "as built" 8 foot deer CHAIRPERSON back of 10 feet;3)located less than the code fence;at 1)not permitted on vacant parcel BY;Kim E.Fuentes required minimum combined side yard set- not engaged in bona fide agriculture pro- 54375,Main Road(Office Location) back of 25 feet-,4)existing go rage located in duction;located at:3595 Skunk Lane,Cut- 53095 Main Road(Mailing/USPS) other than the code required rear yard; drogue,NY.SCTM No.1000.97-9.12. po.13ox.1179 located at:2105 Orchard Road,East Mar- 1:00 P.M. INDIAN NECK III, LLC Southold,NY 11971-0959 ion,NY.SCTM No.1000-37-3-6. .#7411-Request for aVariance from Article 2486880 --10%9-A.M. --PAUL AND KELLY—XIII,Section 280-11D5C and"the Builing DEMATO#7407-Request for a Variance Inspector's January 13, 2020, Amended from Article XXIII,Section 280.124 and February 24,2020 Notice of Disapproval the Building Inspector's February 12,2020 based on an application for a permit to Notice of Disapproval based on an applica- legalize an"as built"8 foot deer fence;at 1) tion fora permit to construct additions and not permitted on vacant parcel not engaged alterations to an existing dwelling;at 1)less in bona fide agriculture production; lo- than the code required minimum front #0002486880 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Lori Bazata 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 07/30/2020 Principal Clerk Sworn to-before me this day of 'XL\U c c7-4 MELISSA R.DEBOER NOTARY PUBLIC STATE'OF NEW YORK SUFFOLK COUNTY LIC.#01 DE6349898 COMM.EXP.1t BOARD MEMBERS OF SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �o�� jyOlO 53095 Main Road •P.O.Box 1179, Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes N ae Town Annex/First Floor, Robert Lehnert,Jr. • i� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OlyCOo Southold,NY 11971 http://southol dtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 July 6, 2020 Dear Applicant; Due to public health and safety concerns related to COVID-19, the'Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1, the August 6, 2020 Zoning Board of Appeals Regular Meeting will be held via video conferencing, and a transcript will be provided-at a later date. The public will have an opportunity to see and hear the meeting live. Below, please see instructions for the video conference hearing and material required to prepare for the ZBA public hearing which include: PLEASE READ CAREFULLY. 1. Yellow sign to post on your property seven (7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Posting should be done by July 29, 2020. 2. SC Tax Map with property numbers. 3. Legal Notice-of video conference meeting. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal,Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office verifying that you have properly mailed and posted by July 30, 2020. 5. Instructions for Laserfiche/Weblink to view application. Please send by USPS Certified Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so'that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by July 20, 2020. a. Legal Notice informing interested parties of meeting being conducted via video conferencing. A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. Instructions for ZBA Public Hearing Page 2 b. Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff, they may telephone 631-765-1809 or email us at kimf(cor�southoldtownny_gov or elizabeth.sakarellos@town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold> Assessors> Assessment Books/Tax Rolls> 2010-2019 > 2019 http•//24 38 28.228:2040/weblink/0/doc/I022250/Pa eg 1 aspx. We ask that you scan and email the USPS mailing receipts, green signature cards and affidavits to kimf@southoldtownny.gov, and promptly mail the originals to the Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing pursuant to New York State Law. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Sincerely, Kim E. 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All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". iWne B70Vise ;CMN. =TnK31pPv041no1e>26n+ngtiBa7s1 p1Appea13TL6A1>BnazdA[OpnS>20t7,'- Nmre 'Paga wooly14�vplc?9 fld+c A,��&,h L 2017 ,-� _ -_ - _ -____ ._—_ :_. _ _ _ __. - __-__ «..:-•<:,. �g....,.<.>..„::.�.*. ._.,..1s i.�;:.,s:.is. —_i' 6689 367 Bwre Kean Pain ' 69x7 _-- 96 -'--00aro K11Dn3 - orMPevts¢tWaaoard �mot too d-- ML-12017 KUDrcML-12017 ❑eatmn ease �- t �mss 7s Be..a).awns _ -- ryml•9asnAre case momnen � �lou 7s BwNAceoK N70201792&51 Ale 116 Bwre Kaom M” 97 awrd Ktwrrc .R MetedateT _ _- _ Na pxdadata asalyn«1 ml) _ m _ —d— •i�U18 56 Swed Acdort[ �,7619 58 Bw.tlKtbr2 Board Mlwn ' �J'OYL TS _ - ewrd Aabra • � �7023 335 BwNAceom AM 68 9DartlKW�rs 1 '�:025 218 OeaCKOdrs m76 73 cave K7wns ' 7026 63 Bwro Knorr g}mea 3 ew.o..a�De: • ,a 7nulcc a wm..w... Above: See listed File Numbers. Click on file you are searching. i Laserfiche Instructions ZBA Files Page 4 cashel Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. !!�. LaserficheWebUnk. ' ° '� j ra•1.01 ~T iA •.Home- =8rows4, Search- '• __ _ -_ - _ , , - - - _ - ." -_ _ - ;: !!cu-yolnize Search E• •I Sort results by. Relevance v • - .j�_Racords gtanagenient search �_ '� [9 7016 .., { Board Actions-83 pages) Fleid is dioosc field _ i .� Page count'83 Template name,Board Actions 1•'� "'y i Page 3 COIIn and Kristen Cashel PROPERTY LOCATION 162 Lower Shingle Hill,Fisher- `d' Paged 192017;r7016.Cashel SRM No 1000-9-1-26 minimus approval to remo_ a<.n;• Page 5 y 19,2017;r7016.Cashel SCTM No 1000-9-1.26 GPANT,the vanances as i Seardi teirns Page 9,.COON&KRISTEN CASHIM SECTION 009 BLOC. 1 — _' Page 20. Thomas Ahlgren(Cashel).PO Boz 342 Fishers Island NY. 5 Show more information.. c 27018 j - Board ANons-56 page(s) - Page count S6 Template name-Board Actions t, Page 4S. 9M A M:COLIN CASHEL AND Vanames under Article ldSection ANN_- -i Page48.ance(s)KRISTEN CASHELa7015-Request proposed trellis located lnotherthae ••I Show more information_. 7 Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. LaserfichiV- ebbnkIry; — o - _ nfi ltehlTk i rley 5 abour`i 5n -Home_BiWwse-;Search"_ 'TownOfSouthoid>Zoning Board ofAppeals(ZBA)YMmutes/Agendas/Legal Noticesmeaiings _ Name _' Page coon[ ._.._..,.._.....__.___rte_,..... :TlPlat6ha �,, x.'n11-1 "°` .ez Minutes/Agendas/Legal i .___ __._>_.---__�_ ___�-...._.�_.__ •rte.:..° �`,.. �''i=:':4a - �-s;. 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ZRA-0VOS72017 7 Zk ZBA-01/032017 Agenda a PathI L,)ZRA-011052017 Heanng _ - - 40 TownOfSou'JwldlZon3ng Board I - t Of Appeals r_ ZBA-01/052017w 3_____-'--'_--__-'------------_-__----_._—__—_ 2BA)1rAnUl;WAgendas/L.egal - ,-- T 1/ -----` -- - -- ---- -- ----- - --- ' r- ®zeA-01n9rzon 2 =j NoticesMeoring5\2017 ZRA-011192017Agenda 2 Creation date 1 i ! 12J7620162:15.14PM - zBA-02f022017 7 �! last modified ,! ''�—D17 Agenda 4 l 611920174:53:59 PM I- @l ZBA-02/0212017 He 45. f{Ietadara^ w_ zsA-02/02J2017w 3 26A-02/7612017 Agenda 3 No meiadata assigned i Z&4 0 2/1 6201 7 Special - 3. f i']ZRA-03l0212017 7 '+NbieK?'TP�PK.®lat�ses2 ( ZBA-0310221117 Agenda _ 4 ! i ZBA-ON022017 Hearing 65 I U1 ZBA-03102'1017w 3 �j ZDA-031162017 Agenda 3 - ` •! ZE"3/1620175pecial 3 MA-04/0612017 5 i ,I ' ZW WD62017 Agenda a S I 1 ZOA4L062077 Heating 45 ! i i 1 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 � 14U1Tli. E U-'O' F HEARIi4y The following application will be heard by the Southold Town Board of Appeals VIA ZOOM WEBINAR - REFER TO ZBA '-JEBSITE FOR AGENDA on httpmm southoldtownny. glov NAME : WRIGHT , DANIEL. #7395 SCTM # mN 1000-37-3-6 VARIANCE : YARD SETBACK AND LOCATION REQUEST : DEMOLISH EXISTING DWELLING AND RECONSTRUCT NEW SINGLE FAMILY DWELLING SATE : THURS . , AUG . 612020 10 :20 AM You may review the file(s) on the town 's website under Town Cecords/Weblink: ZBA/ Board Actions/ Pending . -_BA Office telephone (631 ) 765-1 809 BOARD MEMBERS rjF soar Southold Town Hall Leslie Kanes Weisman,Chairperson y,� y� 53095 Main Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. '�c� • �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUSouthold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 August 27, 2020 Michael Chuisano 550 Bayview.Road East Marion,NY 11939 Re: ZBA—Application#7395, Wright 2105 Old Orchard Road, East Marion SCTM No. 1000-37-3-6 Dear Mr. Chuisano; -Transmitted for your records is a copy of the Board's August 20, 2020 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please don't hesitate to contact our office. Sincerel , KimE. Fuentes Board Assistant Encl. cc: Building Department i d, s y V yry � Ol° , .� '' g• �,' � ''/�\ ' ' `16 `0 C' � ' ,8 ''eo 13 • a .,'e^` .', b 10, 25 b` 'ia.,' ae 000 O , on R 21 --- 18 \ '4 °� 9 b y as r tt `m`�` c°n e'°` 8, `,�` �' m r � `. C" '•bj b a b � �``�' a. o O� ``> - r �� I � 6 •�' Cy, r r t.a a l®7 ra q` ' ' b __ _-___ a o 3 ------ 0, tIP I % It 101 t R / �yO�. _ t , 'qs BAWIEW., � 0 � O t ^ - , ,aa. r 20 3, tr C3 9 t r a r 0, b w� r P 4 _^ an $ A 4\ 1` 2 \``� cm `d � , , SSS , r �� rr. 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