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Home My WebLink About7131 �� ,��7��,v �� cv ick��v� � � — � as ' �lS%i� SFS, Si%� �l9�1 S/id�-S �S� CHECK BOXES AS COMPLETED ( ) Tape this form to outside of file ( ) Pull ZBA copy of ND ( ) Check file boxes for prior > c a 0 0 . ( ) Assign next number on li 0CL CD 0 outside of file folder , CO) ( ) Date stamp entire origin; ° file number Ill 1l -U -0 W C7 0 0 ( ) Hole punch entire origin v X' o ° Cn v o ~ o g _ Co (before sending to T.C.) ° �• 0 N � cn o v ( ) Create new index card w _ F m � z rn ( ) Print contact info &-tape y o v D = rn —Lsu ( ) Prepare transmittal to Tc " CL o m ( ) 90 Send original application 0) C-11o o to Town Clerk C CD 0 ( ) Note inside file folder w/ o and tape to inside of fol m . ( ) Copy County Tax Map; h i neighbors and AG lots -n ( ) Make 7 copies and put v ° ( ) Do mailing label y e-0/k /* 7 - "/17/17 �p W I i I �� I BOARD MEMBERS OF SO Southold Town Hall Leslie Kanes Weisman,Chairperson y,� y� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora #t Office Location: Eric Dantes u3 Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 0 �� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentolyCO(f Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax (631)765-9064 RECEIVED -f k� 9'59 a*yu FINDINGS,DELIBERATIONS AND DETERMINATION Ll FEB 2 2 20118 MEETING OF FEBRUARY 15,2018 ZBA FILE 7131 S thold Town' Cler NAME OF APPLICANT: Theodore & Anna Boutzalis PROPERTY LOCATION: 670 Holden Avenue Cutchogue SCTM No. 1000-110-5-20 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 21, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 22,519 sq. ft. parcel located in the R-40 Zoning District. The parcel measures 100.00 feet fronting Holden Avenue along the northerly property line, measures 232.15 feet along the easterly property line, measures 97.37 feet along the southerly property line, and measures 237.12 feet along the westerly property line. The property is improved with a one story frame single family dwelling with an attached wood deck as shown on survey prepared by John T. Metzger, L.S. last revised June 21, 2001. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's October 19, 2017, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the code required minimum front yard setback of 40 feet; located at: 670 Holden Avenue, Cutchogue,NY. SCTM#1000 110-5-20. RELIEF REQUESTED: The applicant requests a variance for front yard setback relief of 35.9 feet instead of the required minimum 40 foot setback in order to construct additions and alterations to an existing single family dwelling. All other additions and alterations proposed will conform to the Town Code, Section 280-124. The expansion located in the front portion of the dwelling will increase the size of the master bedroom and add a master bath. ADDITIONAL INFORMATION: E-mail correspondence expressing support for the requested variance was received from owners of two neighboring parcels. At the hearing, no objection was heard by neighboring parcel owners. Page 2, February 15, 2018 #7131, Boutzalis SCTM No. 1000-110-5-20 FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 1, 2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The majority of the improved properties in the immediate area of the subject property are similar in size. Increase in lot coverage is a mere 203 sq. ft. and is only an increase of less than 1%. The alterations and additions will not exceed side yard setback requirements; and therefore, will not likely generate any concerns from adjacent neighbors. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Encroaching into the front yard in order to expand the existing master bedroom and adding a bath was the only viable and feasible option. The lot is small and non- conforming, and the applicant's proposes to conform to all side and rear setback requirements. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 10.2% relief from the code. The addition adds only two feet to a portion of the front of the house which has an existing conforming front yard setback of 40.5. However, the angle of Holden Road does not parallel the siting of the existing dwelling which, therefore, reduces the conforming front yard setback y at the southeast corner of the lot, resulting in a setback of 35.9 feet for that portion of the dwelling. The southwest portion of the dwelling will remain at a conforming 40.5 feet setback. 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 parcel is well vegetated which will provide adequate screening from neighboring parcels. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created.: The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of(requested relief, is the minimum necessary to enable the applicant to enjoy the benefit of a larger master bedroom and a new master bath while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes seconded by Member Planamento, and duly carried, to GRANT the variance as applied for, and shown on the site plan and construction plans, pages 1 through 7, prepared by Robert J. Gruber, Architect, dated August 25, 2017. SUBJECT TO THE FOLLOWING CONDITIONS: The applicant must provide this Board with a final survey depicting the new completed additions to the dwelling, and all distances of the dwelling from property lines(setbacks)prior to the issuance of a Certificate of Occupancy. Page 3, February 15, 2018 #7131, Boutzalis SCTM No. 1000-110-5-20 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Planamento, and Dantes(Member Acampora and Member Goehringer were absent) This Resolution was duly adopted(3-0) Leslie Kanes Weisman, Chairperson Approved for filing c� /d6 /2018 SURVEY OF PROPERTY OctSITUATE O � Oc -� �� CUTCHO GUE N6tb-09b , PE41$ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Ir -11h. S.C. TAX No. 1000- 110-05-20 �;o o,, SCALE 1 "=30' F AUGUST 15, 2018 s3 . . e . 858: AREA = 22,519 sq. ft. 06 �'F 0.517 ac. ' �pN Gy0 I-Q. F NILLIGAro� ��i� - 1-110'` o/ A �s /� 6 k F CER TIFIED TO:� �c F - 1+L Ig c � �,' �� 1, e o, - �. d THEODORE BOUTZALIS ANNA M. BOUTZALIS FPy�OA . 0; �NG� �ype _ - AUG 2 9 2018 �. tA��y � o -G \V37 \3�OiF °�F TNS DIEPTi �.o r O• � �`• t. 4'irf 5'Z�G1 G� •' GO �� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYAS ESTABLISHED �q9 O6�F0�0� ?�y 2�Q BYTHE I LAND APPROVED ANSTATE PTE R SUCHUSE BD TITLE ASSOCIATION.. Is OF I �Q, 1 Lo D1 °' Eg�E a Nk Ip�sSss ��9 F o los• OE � .--� I CJGO Q��T' t9 G�y1• 1� 1O UNAUTHORIZED AL OR _ N.Y.S. Lic s ' � 4 , ;J ALTERATION ADDITION •u,�. F�o�0• G rr7 1 FINAL MAP ED THIS SURVEY IS A VIOLATION OF Nath n- ft Corm SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 5�9OF THIS SURVEY MAP NOT �1�1 p THE COPISLAND SURVEYOR OT NSEAL OFR INE an cl u r v e O IaEVIE1IVE® BY� ZBAOSSED IOI GT'G Oy y� _ TO B E,A VA DLTRUELCOPOT BE CONSIDERED Y i SEE DECISION # CERTIFICATIONS INDICATED HEREON SHALL RUN (�/ �� ONLY TO THE PERSON FOR WHOM THE SURVEY DATED I I v / \2S IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construe LENDING INSTITUTION LISTED HEREON, AND / TO THE ASSIGNEES OF THE LENDING INSTI— o� W.1� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)7: hl OFFICES LOCATED AT MAILING A, THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Bo AND/OR EASEMENTS OF RECORD, IF JameSDart. New York 11947 Jnmpgnnrt. New i GENERAL NOTES: Table 3.1 Nailing Schedule 2015 WFCM Table 3.9A Rafter/Ceiling Joist Heei Joint Connection Requirements HEADER ANCHORAGE DETAIL STUD TO BAND JOIST TO STUD DETAIL (INSTALL a 16" 0.0) I. ALL MATERIALS,ASSEMBLES,CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL GORE FOR ONE AND TWO FAMILY 19Wf=LLIN6S,2015 EDITION, Nombera+ Nunwaof tPrescrirti�=e Ait�rn:ttive to Tible x.91 2. WOiRKMANSHIP SHALL CONFIRM TO ISLNERALLY P GOOD PRACTICE IN THE APPWCA9LE TRADES. rantI3es«apt;en OFFRAnHeitz haw N■Ra Nag spicing S. ALL DIMENSIONS SHALL BE CHECKED IN PIELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR ROOr FRAMING a J G Root five load Ground Snowload 20 psf 30 psi so psi 7o psf GUT Use every ether nail hole In a row to GOMMI!NGIN& CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALING,NOTIFY ReftertoTop isttoT p (Toil (Too-maned) IsetTabel64) (300Tame!AAI pe,Joir -- - LLeNk�TH h CeilingJaisttoTapPiste (ToansRed) IaetTabt3.i4} (seaTahcl.d41 pe•}otst Roof Span ft! I6, provide the code-required minimum ARCHITECT OPCONPLIGTS. Ceiling WilltoPvutlelAir"lFece-nioded, Ise*Table 394} (see Tab'*I PAI abe"lap a 2t 3b 12 24 36 1z 2a a6 a 2a 36 �• MIS, center-to-center spacing for nails 4. ALL C41`10RETE SHALL BE MINIMUM Fast 8,000 PSI STRENGTH AT 26 DAY TEST. Ceiling Joist Laps over partitions Ifece•nailed) Itee Table!941 (see Table 1941 esN+'a0 NOTE ALL EXTERIOR CONCRETE STEPS AND 6ARA(SC SLABS SHALL BE MINIMUM Fe■ 15,500 PSI STR 46TH AT 26 DAY Collar Tie to Raker (fact-nailed) (see Table 3 6) fits Table!16` per tie Rafter Slope Rafter Required Number of 16d Common or 40d[Sox Nails per Heel Joint Connettiont'e s u Blocking to Rafter(Toe-neNedi 2•Ise 2.10d each end Spacing(in.) TEST) PirnUsed toRafter(End-nallird) 2.164 S_Ise each and 12 3 5 8 3 6 9 5 9 13 6 1_ 17 1'3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 0,000 L8. PER WAtLFRAMiNG , LSTA21 o USE "SIMPSON" G520 5,19, 2 3:12 16 4 7 10 4 8 12 6 12 17 8 i5 23 LSTrN421 " ° o GLxAR 1 1/4x20 6A6E 6. ALL PLUMBING SHALL BE IN ACCORDANCE Y41TH INTERNATIONAL RESIDENTIAL GODS. AND LOCAL CODES. Top Plate to Top Plate (n: Ifoenedl See' 2.164' per roar 19.2 4 8 12 S 10 14 7 14 21 9 le 27 13PA1J `' Top Plates at isrtt►aadioeq if,uce-n.aedl 4.164 S•16d Uanv•ex*alae (SAL\/. COIL STRAP "I. ELECTRICAL SHALL. BE IN AC40ROANCE WITH N.M.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNIVE tYMRITERS. Stud to Stud(Face•oaD ed) 2•162 2.164 24'o c. 24 5 10 15 6 12 18 9 17 26 12 23 34 0 ' 6. ALL LUMBER SHALL BE DOUGL.AS/FIR NO. 2 OR(BETTER,MIN. Fbm6'M P.J.I. UNLESS OTHERiAiISE NOTED. Meader to header(racr•naiied) led led 16'e.c i'ong edges 12 3 4 6 3 5 7 4 7 10 5 9 13 W/ l 1�-10d COMMON q. ALL STRUCTURAL HPJ4DER5 TO BE (� 2'X6" UNLESS OTHERWISE NOTED. Top ar bottom Platt to Stud(End-neiltd) face Tab4t 3 SA) (see Table 3 SAi Per;t'..9 x112 16 3 5 & 3 6 9 5 9 13 6 12 17 NAILS ® EACH END 19.2 3 6 9 4 7 11 6 11 i6 14 21 e 0ottom Platt to Floor foist,Dendiolst,tndjoht 2-16c" 2•iise" pe•Ibot OF STRAP 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS,POSTS AND AROUND ALL OPL:NIN6S. or broding see rse3lyd) 24 4 8 11 S 9 13 7 13 19 9 17 26 I6' 11. ALL HVAC EQUIPMENT SHALL MEET RB12UIREM}=METS 01' THE INTERNATIONAL ENERGY CONSERVATION FLOOR FRAMING 12 3 3 5 3 4 6 3 6 a 4 7 11 COM Ri9QIJIREMI:N'F'S. lo,iteaS+u,TopPlssearGireer(Toe•neded) 4-&C d•NOc P•'rar 5112 16 3 4 6 3 5 7 4 7 11 s 9 14 o MIN. -1/8" Provide minimum end distance 12. HABITABLE SPADE MUST MIM I"EGRESS REQUIREMENTS,PER INTERNATIONAL RESIDENTIAL CODE SECTION 6ridgingtoJoist(Toenaled) -lie 2104 eache^d 19.2 3 S 7 3 6 9 5 9 13 6 it 17 E uol number of S eeifled N N etmckk.gealokt(got-naked) 2•te 2.10d escha„d SIN61.E STRAP APPLICATION �'�' p R510.2.1 MIN. 5 S.F.OPENING ON FIRST FLOOR WITH 20 MIN. WIDTH AND 24 MIN. HEIGHT,15.9 S.F. ON THE 2nd 24 3 6 9 4 7 it 6 it 26 7 14 21 6to<king to S ft or Top plate(Tae-a■Oed) 1-160 AIM aso lobs', "L'FP12-S MAY 99 I*ED) nails In each end FLOOR,AND HAVE A SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR. 12 3 3 4 3 3 4 3 4 6 3 5 8 ledger Strip to seam(face-nri3e� 3•164 4•1e4 sac*ja,rt 15. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED, Joist on Ledger to beam(Toe-nailed) )•to 3•IDd per Jo- 16 3 3 5 3 4 5 3 5 8 4 7 10 7112 n tend Wilt toJokt(End•nautd) 5•13e 4.16•± Pillion 1912 3 4 5 3 4 6 3 6 9 4 E 12 N " 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WITH SILL HEI6HT LESS THAN 60 �SandJoirttoSMorTop Plate(To"alied) 2-led, 3.164 per$a," USE •51MpsOly STUD TO SILL PLATE SLAB DETAIL INSTALL. ® I6 ON CENTER ) ABOVE FINISH FLOOR AS PER INTERNATIONAL RESIDENTIAL COM SECTION R-508 4 R-508.4.05. 24 3 5 7 3 S B 4 8 11 5 10 15 " 15. 6LAZIN6 SHALL GONi'ORM TO INTERNATIONAL RESIDENTIAL GORE SECTION R-508, ROOF SHEATHING USPS!g/8 BEARING' it 3 3 3 3 3 3 3 3 S 3 4 6 PLATES AT EACH 16 3 3 4 3 3 4 3 4 6 3 5 8 ANCHOR BOLT, Wood Structural Panels be lOc tree idle 3 1a,. Diagonal award Sheed,dng 9112 CLIMATIC&GEOGRAPHICAL DESIGN CRITERIA- INTERNATIONAL RESIDENTIAL CODE TABLE R301.20) 1'"6"ariwits 24111 3.102 Otreaaool 24 3 3 4 3 4 S 3 5 7 3 6 9 3`010•Mw/;der !-114 !•icy' pere�aoa^t 24 3 4 s 3 A 6 3 6 9 4 8 12 USE "SIMPSON" Use ever ve other nail hole In a row t0 WIND DESIGN SUS.IEGT TO DAMAGE FROM MNTM IGC SHIMM CDLING SHEATHING 12 3 3 3 3 3 3 3 3 4 3 3 5 Is SASE I V4504"MIN. ' ' II ry r/RtCIND I often oftlaN Y- PLO= AIR VIRAD TO TIE DOWN STUD TO G518 I I/4 x18 GAGE provide the code-required minimum a' d TIOPOSRJ�4NG 5FWAL WIND NgNt?•BORNE � Gylnur,Welltaard Sd<oo,era Sd dos are 7 e9ee/10 r e,a 16 3 3 3 3 3 3 3 3 5 3 4 6 LGND CATESOIt'f NslATFt15RIN6 a TIStMITE o Tear,t M'1rNT HAZARDS h rREEZIMIb :2112 SILL KATE TO F=GtiJMDATION. 6ALY, COIL STRAP Z_ Center-to-center spacing for Halls (mph) IL?TI:GT6 k RC610N N S ZONE m 9 DLTtI'1 b itmiRYD N= WALL SMIATHrNG 19.2 3 3 3 3 3 4 3 4 6 3 S 7 W/ (4)-10d 1/2" W PAP. 140 MAH. YES Iwo OR LlBG B 6EYM 610' NO WA%Te II RL9QURED WA DSK wase Strl Fiber!Pand1, Ed toe lue Table 1311 24 3 3 4 3 3 5 3 5 7 3 6 9 NAILS ® EACH END • TO FtAVY Structural fiberboard Panel, 1 Hee?joint connect>ons are not required when the rld;e is supported by a loadbeanng wa•i,header or ridge beam designed to CONCRETE 5LAS !U2" si ga gs!v roo`,g"'" 3'e9se/a'f.r+ar resist the applied loads. FLOOR JOIST BRIDGING OF STRAP 16 O.G. !0130'.1•L+2')ong,7/Lb"s+e,dt POR Sh I POUND PIR 62JAI I!FOOT OA4'M kPa,I MILL PER HOW■OA441 M/J 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbear!ng wait,the tabulated beet Joint "SIMPSON" a.MATHMNS MAY REQIJIRC A HIGHER STRINSTH CONCRETE OR ORADE CIP MASONRY THAN N�6ARY TO SATISPY THEA 6TRUOTURN :srl2• 1:ga gat rooRng na+ 3'cite/6 r.t d USE SIMPSON MOIREPENTs OF THIS GODS.THE MA7HCtING C U*olN SHALL BE FILLED IN WITH THE WeATHERINb INDCx,'NiEGLIGIBLE, 'MiODGRATE OR 10 120,0414,10,1 x 3'6•head) ctartnection requ�remertt:s shalt be permitted to be reduced proport.onalty to the reduction in span. 'SEVERE"FOR CONCRETE AS DETERMINED PROM FIGURE PWIAW.THE GRADE OF Mis50NRY UNITS SHALL W DETERMINED PROM ASTM G 64, ! Equivalent connecttors are required for celltng Joist to ceiling Joist Ilip spices 50x3" L5P5 5/8" G DB,co 6s,G"or G KO,co 11K,G KS,G'116 OR co 6•JD. Gypsum Waltboard !d coolers Sd coolers 7"edge/10 fold BEARI N6 PLATES Ill.THE MOST LINE DEPTH MAY REt1U1RE DE'ErGR MOTINGS THAN INDICATM IN 1516JRE R40S.IIq).THC JURISDICTION SHALL PILL IN THE PRO5T hardboard to 1141 (rte Table 3 111 Tabu'ated heel Joint connection requirements do not include the additional weight of the ceiling assembly. LINE DEPTH COLUMN WITH THE MINIMUM De.rTF1 OP FOOTING BFI+OW FINISH r3}t/1DC. Particleboard Penile t9 114 Isee man arurarj ' Taixl'ated heei'o`nt eMrectien re ttlrenntl assume cei'i.• ! iS Cr rafter tie af!lotated at the bJt•7R`•DT The attic S ace. a EACH 5/8" DIA. a.THE JURI6DIGTION SHALL FILL IN THIS PART OF TI=E TAt7l.E TD INdOIGATC THC MZSl7 r0R PROTECTION DEPENIDIMIG ON MYHETIiCR THERE FUl1f5 BEL!N J A ria LO. p A HISTORY OF LOCAL St CTERRAWEAN TIStMITE DAMIAGE. Diagonal board She othyng WT+en ceiling joists or rafter ties are located hither in the attic space,no attic storage is assumed,and the tabulated heel In-Int x 8" DEEP MIN d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE AND Sre2D FROM THE BA61G WIND SPEED Mel•D216ME IRSO12WA1 WIND 1.016"or 1"08. 2.6d 2.103 per aapo^t etxtn+Reon rtgv+rem±nts shall be Increased bathe#oilL+.t'InE factors, CONCRETE MINIMUM EXPOSURE GATEeORY SHALL W DETERMINED ON A SITZ 611"WIFIG BASIS IN AC 0RDA A WITH OWTION RSOL.214. 1.013•«wider !-ad !•142 Pet a.+a•aort ANCHOR BOLTS Al.THC OVTPOOK DESIGN DRY-fD L15 TEMPERATURE SHALL BE SM=TL'D FROM THE COLUMN",Or K7-1/•2 MIWMIT VALUE'S FOR WINTER PROM Ceiling He lop FG= B,DOO PSI SPACED 3'-O" O.G. ArMliVIX D OF TM INTERNATIONAL PLUMBING GODS.DEVIATION!,FROM THE APPENDIX D TC 40MATURES SHALL BE rMWTTEI TO REM.EGT FLOOR SMEATHMAG g Heel Joint Connection STRENGTH AT 28 LOGAL GLIMATES OR I.OGAL WEATHL7t "Q•ERIIT,GE AS DETITtMINED BY THe BUILaING OFFIGIAL. Plate-to-Roof Ridge Wood Structural or It Pana,, Adpustrnent Factors; DAYS AS PER 2015 EDITION Ii.THC JRISDIGT10N SMALL TILL IN THIS PART OF THE TABL.0 WITH Til!`.SEISMIC DESIGN Gr47CAORY DETERMIINED FROM SECTION RDOIZ.Z.I. 1"or less td 102 6"e2ge!12•recd a, Height(H.IH") a.Tiff JUt15DIGTION SHALL PILL IN THIS PART OF THE TABLE WITH(A)THE DML OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD greeter then I" lad 169 e"edge/32•f e!d 1/2 2.00 OF WFGM TABLE 3.20 INeARANGC PROGRAM(bATE OP ADOPTION OF THE rIRSr CODE OR ORDINANCE POR MANAL4ENENT OF rL.00D HAZARD AR!'A'JJ,(B)THE DATCxS) or THE MOOD INSU111ANCE STUDY AND(G)THE PANEL.Mkee b AND DATLO OP THE CM00ITLY BPPIMTWE FIRMS AND PBFMIS OR OTHER Olagonet board aheethnr� •rc �.' �� 1/3 1.50 SIM4PSOMl TYPICAL PLO=HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JUI WICTION,AS AloeNDED. i"N6"or I'll' 2 to 2.104 per Wboart N NG INSTALLATION h.IN ACCORDANCE WITH SECTIONS RKO.3.1A RKOD,4SL,RKd3l36.1,R`109A I,L,RKOS:T23.1 AND RAGS-6BL,WHL•ItL'THERE HAS OWN A !"lie"or wider 3•9d 5 1Lk per ti,a ion � 2J4 1.33 HISTORY OF LOCAL DAMAGE PROM THE eMWTS Or ICE DAMMING,THE.JURISDICTION SHALL FILL IN THIS PART OF THC TABLE WITH Ns.nrl re0.reme,-u gra baud on well aneath ng me-lee 6.aches or-eerterat tie pancocige.ATemative nnbvg acheduie:s,a.! FLOOR JOIST 1/5 1.25 eYEsr OTHCRWI6E,THE JURISDICTION SHALL FILL IN THIS PART or THE TABLE MTN ONOv� 1/6 1.20 t N STUD TO SILL PLATE DETAIL ( INSTALL a 16" ON CENTER ) 1.THE JURISDICTION SHALL PILL IN TH15 PART OF THE TABLE WITH THC 100-YEA!RETURN FMOD AIR P N a INC INDEX(b"AYS)PROM PIOURE ix used w"tit wrP shsst�•^g r.alfrg to reduced For nampie,�wa?sheath Rg tens ed!2rcees on claret 0t the pa e!edgt to INSTALL GRO�3'3 BRIDGE MIN. Jb-O R4052'O OR PROM THE 100-vYEM(KK 1"ERGL IM VALUE'ON THE NATIONAL CLIMATIC DATA GCNTM DATA TABLE"AIR PRIS'tZING INDEXAZA, obtain h;�e-st ea•eaoacit•es ns!nrg recai^t re^ts Por stnrmnl merbe•a s^an be daere.er s^.e,nite cannectars si s!!be 1/10 1.1E OZ. • used to r4rits'n the role path Note-Lateral deft,-.,m of the falter below the rafter ties may a ice�d 3/3 Inch when raster ties are located oboyoe one-third of USE "SIMPSON" MdC"THHOD Ie3A16E bs DEG.r). t , J.THE JURISOIGTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WAN ANNUAL TE4MRATURE PROM THE NATIONAL CLIMATIC DATA GI'.NT m When w, este,tilirt Is cone n o s ober canrected mevbems.the tabu ated r•omber of Pans tt,, be per+rltted to be reduced to the top prate-to-roof ridge height,H",or wt)en H,,Is greater than 2 feet and may require additional coonsideration. DATA TABLE OAIR Mtt3 zINS INDEX-USA MRErrM(BASE 824NA 1 "' °' "` 0520 Use every other nail hole In a row to k.IN ACC WANr.E WITH SECTION RS012.I,D,WHERE THERE 19 LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE DECK DETAILS (NOTE USE TRIPLE ZING GONNEGTORS) 1 1/4"x20 EASE h TO TOPOGRAPHIC WIND SPIMO U•e94'EGTS,THE JJMWIC11ON SHALL PILL IN THIS PART Or THC TABLE NTH-YM.,OTMERWISM THE Table 3.4A Rafter aind/or Ceiling Joist to Top Plate Lateral and �x Exposure Table 3.6 Ridge Connection Requirements for WindExposuret� Z5 provide the code-required minimum JIRIMIGTION SHALL INDICATE'NO' IN THIS PART OF THE TABLE. Shear Connection Requirements p oN 6ALY COIL I. TN AC40PWAL-C WITH FIrBUM RDOL.W4)A,WHERE THERE Is LOCAL HISTORICAL DATA DOGUMENI'INS UNUSUAL WIND CONDITIONS,THE (Bend Load A.sswptlons: Roof Assen,!.Ay DL is 10 psf) ieL Center-t0-center spacing for Halls JJRJSDIGTION SHALL FILL IN THIS PART OF THC TABLE WITH'YES'AND IVMMPY ANY SPWIPIG REGIAR1%&NTS.O"MAIW,THE JJRISDIGTiON (PrAscrtptiv8 AltFrnitiv?to T.1hle 3.4) 1`r SHALL 1NDIGATC'NO' IN THIS PART Or THE TABLE. �TE 5 P USE "SIMPSON" M.IN ACCORDANCE WITH SECTION RDOIZL.2.1,THE JURISDICTION SHALL INDICATE THE W NtM5ORIe DEBRIS WND ZONR'(b).OTHERWISE,THC 7ooco wind speed RAILING W/ (*V-8d 1/211 JURISDICTION SHALL IWICATE'NO' IN THIS PART OF THE TABLE. 3-second gust(ntph} 130 115 120 iso 140 iso 160 170 ine 19s B"x11" LBP5 5/8" 700 yr.wind speed o o " NAILS ® EACH END 110 115 120 130 140 150 260 170 180 195 3-second st m h Roof pitch • BEARING PLATES Roof span Requited Capacity of Ridge Connection{p10`i'`' • • • • OF STRAP 16" O.C. n 0 REFERENCE STANDARD FOR DESIGN OF STRUCTURE Rafter/Ceiling Joist '"'" (T ) iRI o• o ® EACH 5/8 DIA. J g Number 841 Common Nails or lOd Box Nails cenailed � • ' P05T I � `-�'�-.`'), Height t2e4 12 7• fi 103 136 If9 las 243 234 327 337 ,;, , Y;v, X 8" DEEP MIN Spacing(In,) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection' , ` ANCHOR BOLTS I)AMERICAN i'OREST AND PAPER ASSOCIATION(AP it POJ' 2015 EDITION h. ' S2 " 16 !02 121 lel 227 L6 2.4 5_5 579 598 9 0 �' SPACED 3-O D.G. WOOD FRAME CONSTRUCTION MANUAL FOR PONE AND TWIG FAMILY DWW.IMId'9. 8 2 2 2 2 3 3 3 3 3 3 � 128 111.. 176 227. ,29: 342 405 473 545 661 •89iINIM ... �;,}, 1 n 12 2 2 SA2 24 154 182 211 272 399 410 4'; 563 654 Fy3 DECO RSOIA DEAD LOAD. THE ACTUAL ME16HTS OF MATERIALS AND 10 2 2 3 3 3 3 3 3 f V :r' '' Simpson Strong-Tie � A5 PER 2015 EDITION DESIGN LOADS: CONSTRUCTION SHALL DE USW FOR DIETCRM1NINt5 DEAD LOAD 211 !SA 212 246 Bit 345 479 $66 369 763 925 a 2 3 3 3 3 3 3 3 DRTL3 CONCRETE MINIMUM WITH GONSIDERATIO'Ml F"lOi!THE DEAD LOAD OF FIXED SLT�1/IGE 16 32 2oa 249 291 S6! 452 sal 619 755 075 1057 OF WFGM TABLE 3 2G FLOOR E�+7JJIPMENT, 10 3 3 3 3 3 3 4 } ,�'rt, 56 331 273 sit a:+9 4.L+! 616 730 352 992 1148 Simpson Strong-Tia Ne RSo1J3 LIVE LOAD. THC'MINIMUM UNIMOW&Y DISTRIBUTED LIVE 9 3 3 3 4 5 5 5 S 5 s Simpson Strong-Tie PG FG 3,000 PSI LIVE LOAD 40 Ib. 2a tz 65 77 B9 113 199 163 149 291 266 321 DEAD LOAD 10 b. LOAD SHALL.Be AS PRIOVIDGD IN TABLE RS0I.S. 10 3 3 3 4 S 5 5 5 5 6 AM44 STRENGTH AT 26 16 67 10. Sit! 150 366 224 365 349 354 126 TABLE RSOI,B 1 Prescriptive limas are based on assumptions in Table 3A 21D 104 !`a 147 let 232 lee 331 3!5 4.19 536 DAYS. TOTAL LOAD ■ 150 b. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 2 When ceiling joists are installed parallel to rahers,the sum orthe toenalis In the raster and ceiling joist shall equal orevc±ed 4:12 24 151 15! 176 226 279 396 397 4,55 392 643 Simpson Strong-TIO ROOF (IN POUNDS PER SQUARE FOOT) the tabulated number of nails retuned. 29 153 179 235 265 925 792 46.E 533 eta 750 OBTI OROl1N�D SNOW LOAD 4s3 Ib. USE LiVE 3 To avoid splitting,no more than 2 toenails shag be Installed in each side of a raper or ceiling Joist when fastened to a 2x4 32 17.E 204 295 701 S7. 440 9130 617 704 957 DEAD LOAD 10 Ib. �� top plate or 3 toenails in each side when fastened to a 2x6 top piste 36 196 230 264 SSU 418 504 596 e94 797 963 WIND LOAD 10 Ib. UNINHABITABLE ATTICS WUT'HOLIT STORAM b 10 4 12 5L 6a 69 6o 109 132 156 132 209 253 Where top plate-toheights exceed 10',they shall be ad;usted as fatso*.vs: C_- SEISMIC UNINHA5ITABLe ATTICS WITH LIMIT®STORA09C ba ZD ---- 16 6s Ito 91 Ill 146 176 2004 242 219 337 - GATE60RY "C+'(eXEN4PT HADITABLLL•ATTICS 8 ATTICS SERVED WITH FIXED STAIRS eo Wall Height g 10' , a , e-- JOIST 2a N5 sol 315 I4, 1E_ 2_0 6o jo! s49 4.1 BALCONIES(tMCRIORi AND DeC.iCe• 40 -- No BA-IMOONRE'81DLNTIAL FIREe6CAFEs 4o Top Plate to Ridge 5.12 24 102 119 159 177 219 264 912 354 Ate 4106 C-- e MEP GOMPI-IANGE 5TATE:MENT Adjustment Factor CODE Or "MEY'1 YORK STATE dUAtRL71QAIL,e AND HANDRAILS, Al ZOO h Height(h) J 28 119 139 tai 206 ass !oS 364 5aa Ons $ea - THE PROPOSED HEAtTlNrS,PLIJN1E31N15 AND ELEGTRIGAL SYSTEMS SHALL 13E SECTION R50I.2.2(WIsSMIG OUARDRAILLS IN-TILL COWOWNTS f DO h 10, 1 t0 1.00 32 136 159 sea 216 292 552 416 at$ 557 674 "TECO" JOIST HANGER CAPABLE OF HANDLING THE LOADS OF THE PROPOSED HOUSE., AND SHALL MROVISIONS) P�VEHIC MS 6ARASM a DO a ss 155 179 237 26S 529 396 469 yds e27 753 LEDGER GiaNFDRN'i TO 'Fi"a' 2015 IRC ROOMS OTHER THAN SLEEPING ROOMS 40 is 1.15 1_5 SLMPINCS,ROOMIS so 20' 1.40 150 12 4a 55 63 $1 99 119 141 164 its 227 SECURE TO STRUCTURE W/ 1/2% L.A6 BOLTS 0 16" O.G. STAIRS 40 r. 16 63 74 as IOU sss 159 iaa 213 250 302 Exposure A. M"AIW dARABE PLOORS W AU BE GAPADILr Or E111'PORTIN6 A 2000-r M LOM AP ED 043%A 00-150WJC•rINGf ARCA BL UNINHAISITA11.e ATT"MlIH011r GTORAeC ARC TFI M MOM TFC"rAt HEIOW WrVM JOIST6 AND RA'TtRS 16 NOT MOM THAN 42 IWAC+S,OR WHL7te THERE Table 3.5A Top and Bottom Plate to Stud Lateral Connections 2U 'r9 92 1t75 155 SE6 1911 255 273 !.5 9?a ARCS NOT TWD oR Moa M,wr+exr TRIUtlbed rtITF1 V'!4B coNr16WRAT1ONN6 CAIaA®t2E Or Ac60N't+IODAnNb AN ASEUhCD 1teGTAML.G 42 INK,Fl.S IN HItIOHfr BT 24 a+c1,1h6 IN. 6'iz 24 95 111 127 162 194 299 ae: 327 976 455 GIRDER CONNECTION TO SHEAR WALL SEGMENT DETAIL WIDtRF,OR&MATEN r6TNINd TIC FLAN 15 OF THE TIRLSO b.THIS LIVE'LOM Na�D NOT SC A3•JIMM TO ACT GONrdlR MMY WITH ANY OTHER LWE LOM ROWDRCT9.9 M. i for Wind Loads C. MMmAL 6TAIR TRCAm 6HAJL me D"bleiWo POR THIS UNIFORMLY PISTRJM,W LWL"LOM OR A 000-P16UNL7 CaCXJARATW LOM AGTtNO OVM AN AREA OF t9 111 lag 1stS 1 eU 232 279 429 �3 43U S29 PIPE COLUMN (INSTALL O MACH GOLUI-N N.T.S. PER Y+6'GM FIG. 15 i 91:G. 8.4.4 2 tt aAW IWHM,MN1cFitvGtt MWM425IM O tATet 9"05eb• (PleSCfIp11VGn AltefnLTtive t0 T thl9 3�i D, A WN"CONtANMATtl7 LOM APLIN IN ANY DIRECTION AT ANY POINT&ANS Tile TOF, 52 237 149 169 212 260 S 19 !76 496 sol 605 MINIMUM SHEAR WALL SEGMENT 36 245 166 140 24Z 299 3SS 429 491 S64 600 e, NI1[T.eeCT1oN Rio'►.I FOR Deuce ATTAGFkT7 To exnRloR JNALS. SIZE: ASF'EGT RATIOt H/1. 18 I/2" P, rW/iRD*WILL COM PONCNT6 Kill.TF W 0012FT TFC HANDRAIL) ONAWrERS AND PAN IL MLLM OWL W DeSION'.D TO MM STAW A HOMMI'AJLY AFMIW t2 59 55 e2 76 94 112 132 155 175 .111 NOPOIAL LOAD OF DO POUNDS ON AN ARIA 152A L TO I Odg1ARt rOOT,t'FIIS LOM t�NOT W AWLIMI 7 W ACT COWARlRIOI'n.Y WITH ANY OTFCR L.NC LOM 700-yr,Wind Speed 110 115 120 130 140 ISO 160 170 180 19S 16 65 73 t2 102 125 139 1?6 209 Z59 III! F 11 WALL HT(W SESM�NT WUDTH (JM) ip UNIWANTASLE MT1G6 WITH LIMITED 6Ti RAbe Am IHOW MRM TFC CLeM W110W DETrlEN JOIST,!AND R/WTCR6 i8 NOT iREATdt 7W 42 RJGF M OR WilSte 3-second gust(mph) 20 e1 4:�, 303 la's 156 187 320 253 29E 151 8t-1N Llr�n TFiCRG AM TWO OR MORD MJACN?JT TMMStb AIN NCB COWIAU[AT'IOHS CPA A OF AGYi WWATINS,AN AdSSUML'D PWTM4"42 INCF95 IN H1216W BY 24 W+115 Stud 7:12.12:12 24 941 !SO 123 153 1Q7 213 267 SOS 9S4 421 - oil-I, t n IN NUD'TH,OR 6WATM WITHIN TFC PLAN12 or TFC TR iBet9.TFC LPM LOAD NIMW ONLY W APMED TO'11HOW PORTIONS Or TFC JOISm6 OR TIR 6 BOTTOM CHORD6 al-1 2-8 NEM ALL OF THE POUAMINS CONDITIONS ARIL MC'h Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Bax Nails per Stud to Plate Connection'', 28 114 129 144 1711 218 261 sal 356 408 4?1 L TFC Arne AJReA le AGGelsoli a R'ROM AN OMMO NOT LEdb THAN 20 INc+FC3 IN MOM BY 90 INCHES IN LJ'NVM THAT 0 LOGATM MM TFC CL.R!M MI&W IN TFC ATT10 lei NOT LE66 THAN 00 W519S. (fn,) 32 130 147 164 Zea 250 299 5;1 40' 466 562 2.THE GLORrs OP TFC JOIS'T'S OR IIILW BOTTOM CHORDS ARG NOT 6REATtR THAN 2 Dicl'CS VOWWAL TO 12 UNITS HORIZONTAL• 6 2 2 2 2 9 2 2 2 7 2 36 347 165 195 229 2Q1 356 !9S 45S 525 632 0.FN:lWIPM INCU.ATiON OBINI C LMS THAN THE JOIST OR IMM BOTrom CHORD M!?MR L73'J•TH. 10 2 2 2 2 n 7 2 2 connection requirements shall be perr•rted to"mwtitipl•ed by 0 70 forfram)ng not located within a feet*?building corners. E "!SIMPSON" THC:ReMANNS FOR.Ota OP TFC JOIST6 OR IMM BOTTOM CNOR37S ob"W DeDlef�'!J FOR A UNIPORMtlLY 3MVMSUTCD T L-M LOM OF NOT LM .. r _. _. _ . .. � - 1 Tabulated THAN 10 r01�FM OWUARG POGf. 12 $ 2 2 2 2 2 2 s + r 2 Tabulated connection requirements are based on total uclist minus the roof asse+nbty dead load of a pill (o 6,10 psi s 6 psf). K 6LLAZLN6 UJat'DD IN HANDRAIL AaCiTCLIeb AND W A G 1010"W M!6I@NW WITH A 6AFC'TY PoWTtOR OF 4,7M sAr'tTY FACTOR 6HALL Be APPLIM TO I!ArGFF or - S HDU4 HOLD DOWN TFC GONCeNTRA7W LLOMS AMWeD To THC TOP OF THE RAIL„AND TO THC LOAD ON Tilt I*fLLL GOWONaa1135-THaW!LOADS 00"W aeTEll"MD IN101945 EW OF 12 14 2 2 2 2 2 2 2 2 2 3 ! Tabulated connect,oR requirements ars based on 712 tach rwlfe connect Ion spacing,for different ruga connection spacing,mule+ply out AND ADS ALG AOMMM NOT TO OCCUR Alm ANY OTHM WE LOM' is 2 2 2 2 2 2 2 2 2 3 the tabulated values bill the appropriate multiplier below WOOD GIRDER ON A 4"x6"xI/4" w/ 5ST516 ANCHOR BOLT STEEL BEARING PLATE ON A 18 2 2 2 2 3 2 2 3 3 Riche Connection spacing in.) 12 16 19.2 21 48 5 I/2" DIAMLcTER STEEL COLUMN ROOF SHEATHING NOTE: 20 ? 2 2 2 2 2 3 3 3 multiplier 300 133 1,63 200 400 4 for Jaca•fefter up'I't connections,use a roof span equai to twice the Jack rater length.The 06 rafter length includes the overhang (GAN USE IOd BOX NAILS A9 INTERIOR ZONE- Ib"ON-CENTER RArTCW TRUSS SPACING 8 2 2 2 2 3 2 2 2 2 2 length and the Jac6 span 3 F ALTeRNATI NAIL 61PAGINJ6-PAMR'l.E1h31"-ed COMMON• 6'ON-CENTER 10 .. 2 ' = 2 2 2 2 . NAIL S1PA CINE- INTERMEDIATE SUPPORT-bd COMMON• 12"ON-CZNTM 12 2 2 2 2 2 2 2 3 3 16 14 2 2 2 2 2 2 3 3 3 Table 5.10 Roof Sheathing Attachment Requirements for Wind �r rERImMM M;ldff ZONE- Ib ON-CENTER RAPTEW TRUSS SPACING Exposure iJ 16 2 2 2 2 2 2 3 3 3 4 Loads 1/2" GDX PLYWOOD SHEATHING NAIL e1PAGIMI6-PANEL t16�E-841 COMMON• 6'ON-GEh1TEN! 18 2 3 2 3 2 3 9 3 4 A NAIL OPA 1NO- INTeRMEDIATE SUPPORT-Od COMMON O b ON-CeNTER EXTERIOR W/8d NAILS a 6" O.G. 20 2 2 2 2 2 3 3 3 4 5 1.Wield Iia its 120 130 140 ISO 160 170 too 195 E'DSE5 4 12" O.G. IN THE FIELD. WALL SHEATHING NOTE: ° 2 2 2 2 2 : 2 3 3 3 STRUCTURALSHEATrING • 3 3 3 3 4 1/2 GYP BD. INTERIOR W/ 5d (GAN We 10d BOX NAILS A S INTMIOR ZONE- Ib'ON-CZNTM STUD SPACING I2 2 2 2 2 2 2 . .. E f ! f E F E f ! F E f E f E F E f E f 3 4 4 +; COOLER NAILS ® ?" O.G. ® EDGE # ALTl:RNATIVEJ Raher/Tnrss 10" O.G. IN THE FIELD. NAIL erAGIMI6-PANEL tD6Le-Ld COMMON• 6'ON-CENTER 24 id 2 2 2 2 3 3 4 4 4 S t framing Rafter/Truss t NAIL VFACIN6- INTERMII:DIATE!SUPPORT-8d COMMON O 12"ON-CENTER 16 2 2 2 3 3 3 4 4 S 6 Sheathing location SpKbIc Spacing(in,) Maximum Nall Spacing for ed Common Nash or i0d Box Nath(Inches,ac.j ST I. 61ROM ON A S/8" STEEL 4N ED61!ZONE- Ib" ON-CENTER STUD SPAGIN6 18 2 2 3 3 4 4 5 5 6 Gravi ty,G MOUNTING PLATE' W/(4) 1/2" 20 2 2 3 3 4 4 S 5 6 7 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 DIAMETER BOLTS ON A 8 1/2" NAIL SIPAGIN6-PANEL E062-bd COMMON• 6.ON-CENTER 16 a 12 6 iz 6 12 6 12 a 12 6 12 6 l2 a 12 6 12 6 12 DIAM4ET'ER, STEEL COLUMN NAIL 01PACIN6- INTERMEDIATE SUPPORT-bd COMMON O b"ON-GENTL'R 1 Prescriptive limits are based on assumptions In Table 3 S. 0.49 , , , 19,2 6 1. 6 12 6 1_ 6 1_ a 12 6 13 6 12 b 1_ a 12 b 12 2 Tabulated framing loads and connection requirements shal be permitted to be multiplied by 0.92 for framing not located 24 a 12 a 12 6 12 6 12 6 12 6 12 6 12 6 12 a 12 6 12 TABLE R301.7 tnteriot ton! Table 3.17F Segmented and Perforated Shearwall Holddown Capacity ALLOWABLE DEFLECTION OF STRUCTURAL MEMBEASks" 12 6 12 6 12 6 12 6 12 6 la 6 12 6 12 6 12 6 12 6 12 Requirements ALLOWABLNE Table 3.11 Wall Sheathing and Cladding Attachment Exposure B 0.42 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 a 12 6 12 FINAL fillip FI 8TRUCTURALMEMBER DEFLECTION Requirements for Wind Loads 19.2 6 12 6 12 6 12 6 la 6 12 6 12 6 12 6 12 a 12 6 12 Rafters having slopes greater than 3/12 with no 24 a 12 6 12116 1: 6 1216 12 6 12 a 12 6 12 a 6 6 6 REVIEWED BY Z BA Required Holdown Connaotiom Capacity(Ube.)• ' finished ceilin attached to rafters ��60 12 6 1: 6 12 6 12 6 1. 6 12 6 12 6 1: 6 6 6 6 6 6 we I Height(R.> wind Seismic Interior wall"and artitions H/180 7017-yr.Wind Speed 3-Second gust(mph) Ito lis L'0 i30 140 !SO 160 !70 1aD 195 0 i9 16 a 12 6 1' 6 1; 6 12 Q 12 6 6 b 6 6 ! b 6 6 6 SEE D E C i S 10 N # I I"� a • 8 3488 1920 Floors and lastered ceilings L/360 1912 6 12 6 1_ 6 12 6 12 6 6 6 e 6 6 6 6 6 6 4 A x-i-�-�- a 9 3924 2160 STRUCTURAL SHEATHING 24 a 12 a 12 6 6 6 6 6 6 6 6 6 6 4 A 4 5 4 A DATED use "SIMP50N" All other structural members U240 Perimeter Edge Ione 10 4360 2400 12 6 1: b 12 b Sa 6 1: 8 b 6 6 6 6 6 b 6 6 6 6 I /-'z==Y- HDU4 HOLD DOWN 12 $232 2880 Fliterinr walls with plaster or stucco finish H1160 t F t f E F ! F I F ! f L II E Ii t F E F 16 6 12 6 12 6 12 6 6 6 6 b e 6 a 6 6 A A 4 4 14 6104 3360 , a stud Spacing e 0 42 " 16 6104 3840 Exterior walls-wind londs with brittle finishes 11_40 sheatftirsg Location Maximum Nail Spacing for ed Common Na3ts or led Box Nails finch",o.c,}' 19.2 a 1. 6 6 6 6 6 6 8 e 6 e 4 4 4 4 4 4 ! ! W/ 5/13 TREADED ROD inches o,c. 24 a 6 6 6 6 6 6 6 4 4 4 4 4 4 4 A ! 3 3 S 18 7848 4320 Exterior walls-wind loads"with flexible finishes U120 20 0720 4800 12 6 12 8 12 6 12 6 12 6 32 6 12 8 12 6 12 6 12 6 12 NOTe L.span length, er sped height. r i Required holddory capacities asa,sma walls are eheathod Int Accordance WIN Section interior Zoete 111 6 12 6 12 6 12 6 SZ a 32 a 12 a 12 6 12 6 12 6 12 Gable Endwall Rake of OA9 6 6 r3 b 6 6 6 6 4 4 'SIMF'SON TYPICAL L,GGeJ.25-.•3.11 TYF. CONNECTION FOR TWO a.The wind inial shall be permitted tube Ulan n>0.7 times the Component pINSTALLATION CONNECTING A 5 STORY APPL I CATI ONS ].4.4.2.For othertvaUaheetlilagtypearhetebWatedholdddwn9Apacityehallbe CladPubglu;ulaforrhepurpuseuf,hadcrertn!ningderacnonim•.h.hr.rrin. 24 6 L 6 12 a 1: 6 12 a 12 6 2: !S 12 6 6 6 6 6 6 ReklTteKl n'Ithte tt)1' multiplied bythe appropriate sheathing typeadjustraentfLMorinTable 3.17D. b.Furrumilcvermcml+er:,Lsh.dlh.mk¢naslwlcelhelrngchorthrcami!cvor , , Rake overhang 0.42-1 - 0 6 6 6 61: 4 4 A 3 9 PLY LVL AND A 5 1/ZL " DIAMETER i Holddown capacities arc tabulated per story.Requited hold, cspsehies shall be a,For ill ti st oamnl momtura or p.,nala a<ed in rnnfv or wall.or cun. 12 a i? 6 12 a 12 6 12 8 12 6 12 6 12 6 3_ 6 1_ 6 12 STEEL COLUMN summed fbomthe story above tothe story below. nwmaddi:ion<orpatl,emcrs.wit,uppimingedge orgta,>w.vdai;h Perimeterfdg±=one 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 a 12 6 12 6 b BOARD SHEATHING plods.IhaIIlLlih,alldfrlrl'IldllY3:dI❑n1e,Cgedl/FO Fu.9n,l\sirhpune6 24 a 12 6 12 a 12 6 l2 a 12 a 12 a 6 e 6 6 16 b 6 usrd in Hair.orxallsot's,mnxnn eddi4onu,r palhn•osera,ihe told hed,ld• flecliw shall nal exceed UI 2U. Raft ngfin.S 60AR0 SHEA1HttKr or LAP SIOrNG Sheaehing Sl1e Minimum Number of 641 Common Nails Per Support Q s� �fin.) PROPOSED RENOVATION FOR c 12-19.: 2 a 2 a a 2 2 a a I•I CE=�� f THEODORE $ ANNA BOUTZAL 15 Sheathing Size RafterfTruss spacing 1x6 or lab stseathin a +•""°�°'°"°""F Minim am Number of ad Comn)on Nails or led bop Nails Per support "0 s itrc (Inches,o,t) 1x10 or larger Sheathing l2.19.a ! ! ! 5 ! ! ! ! ! ! c�F•� � �/,, Endwall APiPLICANT SHALL PROVIDE ENGINEERED WOOD PLAGAtRD ON OR tx6or tat Sheathing 1x•24 2 2 2 2 2 a 2 a 2 a j," 1i - 610 HOLM Corner stud ADJACENT TO ELECTRICAL METER BOX FOR FIELD INSPECTION. izloorurgarsheathing iz•24 ! ! 3 ! S ! s 3 3 S E - Nail tpaongatpsi±,ed,-slin.} )" �� (�� I/6i � AppRpyC:DBPt Holddown connected to R 51PENTIAL STRUCTURES WITH TRUSS TYPE GONSTRIZTION, P ! transfer shear f Aad s acs •at tntemledtate supports in the pane!f!eld rtn p Cn SGAL Ee A5 NOTED DRAW)By.RK • 2-16d Common PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER E N4alt sp:csTg at panel edces(In.j , Ir'1 Halla at B"c.o, G0INSTRUGTIDN FOR NEW DWELLING AND /OR ANY ADDITION, f Nail spacvt5 n tnterrtlecf,ate seaports in the panel fieM(in) s Por roof s1)eathine within 4 feet of the perimeter edge or the roof,Including 4 feet on each s!de of the roe pea,.,the d+act Perimeter edge l•l (� DATlme 8-2�✓-I'( Rl"VISED 19Y t ALTERATION A SIGN OR SYMBOL DESIGNED IN ACCORDANCE Y41TH ion±attachment requirementsal than than h,used � TITLE la NYCRR PART 1265 SHALL BE AFFIXED ON OR ADJACENT TO 1 for wall sheathing wft'Nn 4 feat or the comers,thea foot edge tone attachment requirements shall be used 2 for wind aeeeds greater than 130 mph,blocking is required which transfers shear bad to two additional joists I!Joists total) ` Robert J J. 6ru be r "' Architect AMI' ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE STRUCTURE 2 Tabulated nail spacing assumes sheathing atta:hed to stud framing members with 0 42 S G<0 49 1 t t ,?� 416 Ex re55wa Drive 5o. Medford, N.Y. 11163 (631) 654-414q FOR FIELD INSPECTION 3 for exterior panel siding,galvarded box nails than substituted be permitted to be for common nails C j� +I Nap e D O Y O . q.l'i � Ur r)4 COYER SHEET 4 SCHEDULES ISSUE #17-089 N 34°5 5'40" W TYPICAL FOUNDATION NOTES: LEGEN 1 I. ALL FOUNDATION WALLS TO BE +/- '1'-6" HIGH, D 4.2 4 6" THICK POURED CONCRETE KEYED TO A S 4700440' " W N 16" WIDE X R DEEP FOOTING WITH - STRUCTURAL MEMBER C3) #5 REBAR I1Nl.E55 NOTED OTHERWISE :::: 9 . 13 •�-�' �' 2. THE BOTTOM OF ALL FOOTIN65, PIERS 4 g7 .J / 50NOTUBES TO BE 86" BELOW 6RADE JOIST OR FRAMING RAFTER » \n` ,,..►�' " _� I � � A 3.�0 D1=N07'F5 HOLD DOWNS- ■ ^ r� '� p `�` �..••■•" ('�J �T ""r SEE SHEAR WALL 5E6MENT DETAILS ON ,, 1 3]7 4 G 1 0 � SHT. #1 -PROVIDE HOLD DOWNS AT rx 1V LOCATIONS NOTED m � SECTION MARK 1 1 2-STORY AREAS PROVIDE AT IST 4 x 2ND FLOORS AS PER r- SHEAR WALL SEGMENT DETAILS ON SHT. #1 T-10 1/2' T'-10 1/2' T'-10 I/2' 1�0' 4'-0' 4. FIRST FLOOR DECK TO BE INSTALLED PROVIDE b" WPRIOR TO BACKFI IDE LLING EXISTINS FOUNDATION NEW (8) 2X6 +/- C'-All" X 4" DEEP PAD AT WALL TO REMAIN .TSS _ BOTTOM OF STAIR SEE PLANS FOR slzE - ---- -- 5. PROVIDE CRUSH BLOCK AT ALL POINT LOADS bXb P.T. P05T I +� - - +� FIELD VERIFY ON FOUNDATION WALL ANCHORED TO 6" 'J'-d' b'-d' b' EXACT LOCATION 6. ALL CONCRETE EXPOSED TO WEATHER 15 TO ---. 12" DIA. SONO TUBE `p y I LINE OF STAIR BE 3,500 PSI AIR ENTRAINED ••�-•—.�-- STANDARD 96" MIN BELOW I •O PLATFORM FOUNDATION WALL IL RYSq I 6RADE, TYP. I I I _____ SEE PLANS FOR SIZE ' .INE OF SCREENED PORCH Aeov_E .INE of PECK ABOVE TYPIG�L FLUSH B-AM NOTES: S p - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •--'" NEW (3)2X12 P.T. 61RDER NEW (3)2X12 P.T. 61RDER NEW (3)2X12 P.T. 61RDER NEW (3)2X12 I. ALL JOIST INTERSECTING FLUSH BEAMS ARE TO ----- TOP OF _ _ _ ,Ts¢_iR17R _ _ _ _ _ _ --u HAVE 51MPSON STRONG TIE CONNECTORS FOUNDATION WALL - � - - - � - - � - - - � - - � - - - �- - � - - - -g - ///// � EXIST. P05T 4 61RDER TO REMAIN, TYP. EXIST. POST 4 61RDER TO REMAIN, TYP, 2. ALL FLUSH BEAMS TO HAVE SIMPSON STRONG TO Be HELD AT6RAD'E TIE - ---- CONNECTORS AT EACH END NEW 2XIO LEDGER 'p NOTES: I I x x}�� N SECURED TO HOUSE '•f 0 I I I - W/ 1/2 DIA. I I N �o 1 0 LA& BOLTS AT 16N O.G. N I 1 . EXISTING I m0 m lotp 'D NONCONFORMING I , . R-40 ZONEryM� ISTAGGER W FASTENERS I I I � tv� IN 2 ROWS 2. SIDE YARD SETBACK MUST HAVE ANI (n — (I 0 0 0 5.6 MIN.FOR 2 X 8" 'DISTANCE SHALL BE PERMITTED TO 8AGGREGATE OF 35 -0 _' _ ` —__- --_ I 6"M " w .5"MIN,FOR 2 X 10 BE REDUCED TO 4,5"IF LAG SCREWS ��//�� 2X6 LEDGER SECURED 0 0 ® ® 7.5 MIN.FOR 2 X 12 REDUCED TOARE USEDR 13OLT SPACING IS m I THAT OF LAG SCREWS V/ 0 I 1G�-O' TO HOUSE W/ 1/2" DIA. I � TO ATTACH 2 X 8 LEDGERS TO 2 X 8 I • �p p ■ LA6 BOLT'S AT I6N O.C. 1 2-MIN. BAND JOISTS. NEW 16X24 (,n I (oI N EXIST. GRAWLSPACE i It5TA66 ED I LEDGER LAG SCREW OR BOLT 3/4"MIN. F I NSHED AGGE55 ,�Z UN _ J I For SI:I Inch a 25.4 mm. 0 I I o 5AtSEMENT FIGURE R507.2.1(1) NTO REMAIN ��" PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS �, � I � � os 1I �I I r- I O ql EXIST. �' NEW GRA INL 5P,AGE 1 2 P.G. SLAB W/ GLA55 I Is RAAL y" II I TO REMAIN i VAPOR RETARDER OVER " + 1 J WELL COMPACTED SOIL W/ 1/2 f"/ SHEATHING I PERIMETER EXPANSION JOINT �V�,,,,. I NOTE: SIDING U I —— THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR NOTM PARALLEL TO DECK JOISTS. WATER TIGHTNESS " I „� I DOUBLE FLOOR JOIST I I -I DECKING UNDER KITCHEN ISLAND It 1 •� I�i a i . a I „„4 � I I I ,�I Cj j 1 I I APPROVED JOIST HANGERS EXISTING / / 2X10 FLOOR JOIST I 1 2"MIN. 2x LEDGER WITH FASTENERS EXIST. IN ACCORDANCE WITH TABLE R507.2 � HOLD-DOWN DEVICE MIN 750 LB.CAPACITY( I GRA�WLSPAtGE >t -,- / TO REMAIN � � I ( I TO REMAIN 4-4 FLOOR JOISTS AT LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH LL1 I 5D E Is • i l I I I END OF THE LEDGER.HOLD-DOWN DEVICES 1 I A EXIST, I SHALL FULLY ENGAGE DECK JOIST PER I - - - - - �R,4WLSPAIGE I I EXIST. GIRDER TO REMAIN HOLD-DOWN MANUFACTURER, r1 i i i i tD – --A— – v^-- a*DIAMETER LAG �` I p TO REMAIN ;' 1 JVk 1 EXIST. I I I I SCREW PREDRIA FULLY LLED ED �W/MIN.3"PENETRATION .. oo - A ( ''' I TO CENTER OF TOP PLATE,STUDS,OR HEADER. 40 � � �'7 y i � GRAWLSPAGE � s Y O I to ACCESS ALL NEW /EXIST. I a DR�v�W A I e EXISTING g O TO REMAIN SUB FLOORS ALIGN T7'P. TO I I 2x10 FLOOR JOIST u]F- I FIGURE R607.2.1(2) �)(,� �MP,1� NEW I • I 0 � � � ®F•" TO REMAIN �j 1 2x6 F.J. 1 � PLACEMENT OF LAG SCREW/5 AND BOLTS IN BAND JOISTS pi I I I i t� EXIST, / VIEW GRAtWL 0 I6N O.G. I h z I � UNF I NSHED /� SPACE B,45EMENT 2„ P.G. W/ 2X6 LEDGER SECURED I �- I SLAB TO HOUSE W/ I/2” DIA. o ,,. •"'" 1 p p ' I TO REMAINCLASS I VAPOR LAS 13OLT5 AT 16" O.G. I I I �I PATCH /REPAIRRETARDER OVER 1 STAGGERED I MLL t3p , ..• ' '' N I SLAB AS REQ. + C" SIL I/2'ACTED n o EXIST, NEW s 1/2" DIA. j PERIMETER NEW 16X24 g I T. STL. COLUMN ON EXPANSION JOINT GRAIN-SPACE I I I S J �1 2 I JNEXCAVA 1'ED 90"x90"xl2" DEEP ACCESS I I I NEW BEAM AS �1 P P.G. FOOTINS AlANCHOR NEW 1 TO REMAIN FOUNDATION WALL NOTED ON PLAN OLD EA. WAREBARS TO EXISTING YV -—- I 1 4'x6'xNe," STEEL PLATE WELDED SEE DETAIL � 05 REBAR AT � I TO STEE=L COLUMN AND FASTENED 7 C,, 5 I A/2, TYPICAL + I 12" O.G. VERTICAL, W/(4))V LAG BOLTS TO WOOD I T J•-AN TYP. I ., I BEAM A5 NOTED ON PLANS I SGALEI I"■20'-O" • - "' '� I I 6'x6"Alo" STEEL PLATE WELDED 3 1/2" DIA. TO STEEL COLUMN STEEL COLUMN EXIST. WINDOW EXIST. WINDOW I"3'-b 1/2' 1/2" HOOKED ANCHOR BOLTS TO REMAIN TO REMAOL- -" -- - ------------- ZO1�!( G 'SSU ,�T 101�1� TOWN OF SOUTHOLD �1 - a, ±J .' wWASHERS/ END-NUT 4 OVER SIZED S.G.T.M. # 1000-110-5-20 ZONEI R-40 (NON GONFORMIN6) Ap 5E"� � -- - ---- -------- 3O " W/6x0/10 WWM 30 x30 xl2 P. GONG. ITEM: EXISTING PROPOSED REQU I RED COMMENTS .-- o� Y I6' X 6" VENT PV NOTE: FOOTI N6 w/C3) #4 REBAR E.W. FRONTS 405' +/- 35.41' 40A' MIN. VARIANCE REQ. ,�,... -•-"' LIQ STEP F'OOTINS 211 RATIO INSECT SCREEN, (I) SIVEONTO 21.41' +1- 16.61 15.0- MIN. (16.0' SHOWN) COMPLIES -'' 24 MAX STEP DOWN TVP. MAINTAIN 6" MIN. FROM TOTAL 51DEI 41.6' +/- 35.a' °.35.0' MIN. COMPLIES TYPICAL TOP OF NEW FOUNDATION WALL A . ' >D, ' ° REARr 146.8' + - 136.4' 150.0' MIN. COMPLIES b'-6 I/2' b'-6 1/2' TO FINISHED GRADE 4 •a 'a. a e• LOT AREA 5Q. FT., 22,3101 S.F. TO REMAIN 20,000 S.F. TO COMPLIES �/r� . OSI ACRES 941,aaa S.F. Ib'-I Ni' 1"1'-0 1/2" 4•e LOT COVERA6Er 41.71% (2,1417 SP) IOA% (2,400 S.F) 20% MAXIMUM COMPLIES � _ �e. '' A. I N I N 1•, 11 .a. HEI&HTi +/- 20'-0* +/- 21-0 55'-0" MAX COMPLIES 1 1 a.e� AREA CALCULATIONSr A FWAL MAPm 311 3U EXISTING AREAS PROPOr3ED AREAS FIRST FLODRI 1,42a S.F. FIRST FLOORr 1,6'79 S.F. SEE�� -��® g Iv ZBA 3O" � -7� � I FRONT 5TOOPr Is S.F. SCREENED PORGHr 25a S.F. C ,� f I 0 N 13 G O L-U M N DET rbc I L. REAR DEGKr 153 S.F. FRONT POIRGHI TO REMAIN DATED ;I`f Ftp' REAR DEGKI 451 S.F. FCUNZ�ATION P 2 SCALE, I/4'■11__/1N SGALEI 1'=['-O" �VV ZONING BOARD OF APPEAL PLEAt5E BE AD1/15ED THE COMPLIANCE GERTI F I GAtTI ON 15 BA SED ON PLAtN5 AND 50LELY FOR THE PURP05E OF OBTAt I N I N5 A BU I LD I N5 PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES ADDITIONAL IN5PEGTION5 AND TE5TIN5 MUST BE DONE TO OBTAIN A CERTIF16AtTE OF OCCUPANCY PROPOSED RENOVATION FOR C. THEODORE $ ANNA BOUTZArL I S 0RV�� T WALE, AS NOTED By' DRAW BY,RK {y i DATLI 8-25-I'I RI=NSED BY I . < r' Robert J. Gruber -- ,architect • 357'- 416 Ex re55wa Drive 5o. Medford, N.Y. 11163 (631) 654-4a4a ., :,tom 6, . ISSUED FOR PERMIT Oq.lq.l-1 r oso'�', N 'M FOUNDATION PLAN, SITE PLAN O 4 DETAILS LEGEND STRUCTURAL MEMBER SOLID WOOD POST /at NENJOIST OR RAFTER - � � PATIO BELOW FRAMING NEW RAILIN6s EXACT SIZE T.B.D. AS PER CODE SECTION MARK 4'-II" 'i'u3" 'i'-EJ" 4'-II' !s'-St' 1 I/.Z' ® EXHAUST PAN - 50 CFM MIN. AS PER IBC 2015 000 CARBON MONOXIDE= � I (2) 56" X 60" (2) 56" X 60" ( ) 5151, 60" DN DETECTOR SCREENING 5CREE:NING 5 ENI N6 050 SMOKE DETECTOR BY OTHERS BY OTHERS I (2) 2X12 HDR (2) 2X12 HDR (2) 2X12 HDR FLAT CEILIN5 ,o MCI< GLH" SEE PLANS FOR HEIGHT X- O IIBEI NSLOPED CEILING M1 •,pp NEIN x REDUCED) In � `1--`'-►� Al QN SCREENED POR0H EXIST. WALL TO REMAIN 0 -7 0 (UNCONDITIONED) EXI5TIN6 zo - r 0 HOT TUB •�� NEW WALL IF +/4 H TO REMAIN�1 d NEW/ EXIST. INTERIOR IBEARIN6 WALL (BW) EXIST. DOOR EXIST. DOOR EXIST. DOOR I NOTE; TO REMAIN TO REMAIN TO REMAIN GWI95 IST FLOOR PLATE HEIGHT UNLE55 I EXIST. HDR EXIST. HDR EXIST. HDR _ p - I NOTED OTHERWISE: +�- 8�-O°° TO REMAIN TO REMAIN TO REMAIN ALL NEW /EXISTING � .}- DYy I 51N I- — jti SUB FLOORS TO ALIGN x TYPICAL FLUSH BEAM NOTES: N z m 1 ( EXIST. rt I z y X l CEILING JOIST 1 WINDOW I. ALL JOIST INTERSECTING FLUSH BEAMS ARE TO G.H. r1 _ AT I6" O.C. I TO REMAIN }'I HAVE 51MPSON STRONG TIE CONNECTORS w— E3 4" X 4 14" L LUSH 2. ALL FLUSH BEAMS TO HAVE SIMPSON STRONG TIE 0 I (2) ( / VLF T �AIN CONNECTORS AT EACH END IN 0 GENERAL NOTES: S/4" PLYWOOD SUB FLOOR - - - - EXIST. PLUSH BEAM - - - 6 4 OVENRAN6r: 1 O 0 • BEDROOM WINDOWS TO CONFORM WITH EGRESS EXIST. DOOR RE6ULATlONS OF 8310 FLUSH BEAM AS PER PLANS I -) TO REMAIN i1 KI GHEN ANPE DU� " I U O TO REMAIN • STAIRWAY ILLUMINATION R303b I t/- D'-G 1 I 4 ( I G.H. O 03ATH - • STAIRS,LANDIN65,RAILS e GUARDS AS PER 0° (EXISTING EXIST. HDR 8311 d R312 EXISTING `` To REMAIN) TO REMAIN j • FIRE BLOGKIN6 R602$ ILIVING ROOM 0 GEIL 157 E13 I/2' -' -�'---- -- I • DRAFT5TOPPIN6 R502.12 PROVIDE JOIST HANGER AT (EXISTINS TO REMAIN) I TO REMAIN I \i ` I • FLOOR DIAPHRAGM E3RAGIN6 PER WFGM • AL1.WORK TO COMPLY WITH 2015 IE3G EGGG 0 0 EACH INTERSECTING JOIST I I 1 z z r- ( ` NE � I � • ALL SOLAR WORK TO COMPLY WITH 8324 �. a N i SMOKE_ G02 DETECTOR NOTES: I X1 G,�{. (2) 2x6 HDR N ° LI N ® I! Q � d1 -Z EXIST. DOOR gg 0 O ALE. SHELVING _~ _ Itl F— W H +/-8'-0" VE=RIFY OR PROVIDE HARD WIRED �� EXIS I E + RODS DTO DREMAIN G'H' III H I SMOKE DETECTORS w/ BATTERY BACK-UP IN. 5/8 INTERIOR GYP BD T. FIREPLACE N ARE A5 PER �.. _ +1 RE REMAIN Q 0 OWNER, TYPICAL I I 5D I 5 V2 `� I REFINISH I. EACH 5LEEPIN6 ROOM I A5 PER OWNER V z EXISTING �► I ' V �_ " I CEIL JOIST OSA EXISTING (i I NEW 2X6, 2. WITHIN 15 O OF EACH BEDROOM • GEILI JO 5T I (GENERALLY THE HALLWAY OR 6ALLERY) Pi TO REMAIN i G T "r " F� F= EXIST. HDR TO REMAIN g " SCALE I I-0 I I b O.G. N I5. THE TOP AND BOTTOM OF EVERY STAIR EXIST. HDR EXIST. HDR TO REMAIN I TO REMAIN TO REMAIN ■ I I . � I . HANDRAIL NOTE: 5D EXPANDED 1 'fir 517 A� �`s� SD MASTER HANDRAILS TO BE 96" ABOVE DECK +t STAIR DROO XII I NOSINss, REQUIRED 6UARD5 ON OPEN SIDES OF i �� M ::� i I STAIRWAYS d DECKS SHALL NOT ALLOW THE 0 r I EXIST. HaR BEDROOM PASSr46E OF A 4" SPHERE OR MORE IN DIAMETER. TO REMAIN # D O # Ib�$ I/.'t th I SEE R-315.1 d R-516.2 OF THE RESIDENTIAL CODE ti ► BE g OM 2 (EXISTING TO REMAIN) (EXI5TIN6 TO REMAIN) A I f I OF NEN YORK I EXIST. WINDOW EXIST. DOOR TO REMAIN TO REMAIN RELOCATE I WINDOW NOTES EXIST. 3 I I r G.H. CLEC. METER I I d I/Z �, I. WINDOWS WITHIN 18" VERTICAL 01= ANY SUB OEXIST. $T NOP DN G.H. z z ff5ENCH __-- �'- FLOOR, TUB /5HOWEB't, OR WITHIN 24" HORIZONTAL 2X6 OF ANY DOOR SWING ARE TO BE TEMPERED LAV LAVZ. ALL WINDOWS AND EXTERIOR DOORS TO BE ANDERSEN 400 SESRIES UNLESS NOTED OTHERWISE 0-0 EXIST. HDR EXIST. HDR -- " „ 8. WINDOWS WITHIN 4'-O" OF CORNERS SHALL MEET TO REMAIN TO REMAIN EW OR EXCEED DE516N PRESSURE RATING OF 50 Ib/S.P. ALL OTHER WINDOWS SHALL MEErT OR EXIST. WINDOW EXIST. WINDOA5 RBA H EXCEED aE516N PRESSURE RATING OF 25 Ib/S.P. TO REMAIN T4 REMPSN (2) 2X8 HOR 4. CONTRACTOR IS TO VERIFY ALL WINDOW MODEL NUMBERS PRIOR TO PURCHASE OR INSTALLATION AREA GALGULATION5: EXISTIN6 AREAS 1N5ULATION SCHEDULE: b'-6 1/2" 8'-6 1/2' FIRST FLOORi 1,42q S.F. FLOOR5e R-19I I WA -S, R—I5 t R-5 E=XTERIOR FOAM FRONT STOOP: 15 S.F. FLAT GEILIN6� R-50 REAR DECK: 1155 S.F. :�,I'r r I PROPOSED AREAS $ A FINAL � P FIRST FLOORo 1075 S.F. '7 REVIEWED BY ZBA SCREENED PORCH: 25A S.F. S•E E D Ef.r�I C N # .,1�I FRONT PORGH� TO REMAIN ^` REAR DEG�G: 451 S.F. DATED_ l � /� ;. FIR57 FLOOR CON57RUG7I ON FLAN z0t4T�°(;`��'�'�"" PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT. IN ORDER TO COMPLY WITH TOWN OUIDELINES ADDITIONAL IN5PEGTION5 AND TESTING MUST BE DONE TO OBTAIN A CERTIFICATE OF OGCUPANGY PROPOSED RENOVATION FOR CJF THEODORE 4 ANNA BOUTZAL I S \� C� J. + I6-10 wwm sOALE. AS NOTED ApPRolvW BY. DRAW BYi RK DATE. 8-25-I'7 rxWSW BY Robert J. Gruber — Architect �r 1357 416 Ex re55wa Drive 5o. Medford, N.Y. 11163 (631) 654-4a4Q It "�„, FIRST FLOOR CONSTRUCTION PLAN ISSUED FOR PERMIT Oq.Iq.17 `"� DETAIL 3 OF I RAFTER TO RIDGE DETAIL LEGEND INSTALL 0 16" ON CENTER BEAM AND STRAP Ib" MIN. STRUCTURAL MEMBER .p• SOLID WOOD POST JOIST OR RAFTER I .4 8d NAILS USE "SIMPSON" G52�O COIL STRAP FUL t STRAPPING W/ r -r t L WIDTH ® EA. END B R.R. A 2"x LOCKING • ECH RAFTER Ib' O.G. I � X SECTION MARK I I 1.�'��61 .STRAP AND R.AP tl � INDICATES AREA OF I I I RILL 21 DIA. INTO ROOF EXISTING ROOF UNDER DECK FOR STRAPPING INSTL. NEW NEW R.R. SET W/I I t ;i ; RR T. RID&M EQUIPMENTS FOR ASPHALT t I I I 6!" AT I, ,► I CATHEZRAL CEILING NOTE. ROOF SHINGLES TOE NAIIOd L I I I NOTED GOVT, USE "SIMPSON"L55U21 HAN6ER I BASED ON CODE or NEYYORK STATE" • EACH RAFTER Ib" DG. SCTION - RgOS � FOR ROOF CVERING)�KED TO R.R.'9 AL16N NEW d EX. A rA TVNl=R9 roR ASPHALT 8HIN6LJM R.R. A5 SHOWN I ISHALL BE I RAFTS OR COPPER ROOOPIN6 NZEDAILS,M,INI UIM 12 &NLEENSAc [0.1105 ALUMINUM R TO WALL DETAIL INCH( T m)]SHANK WITH A MINIMUM 5/6-INCH(11S mm) PLAN VIEW I � ► DIAMETER HEAD,A5TM r I"l,OF A LENGTH TO PENETRATE orr' SIMILAR ® 'st�D'I ( INSTALL ® I6" ON CENTER '�I 'H 'tNE ROOFING MATERIALS AND A MINIMUM OF 8/4 li INCH 061.1 mm) INTO THE ROOF SHEATHING. WHERE THE ROOF ROOF, R.R. IN LINE I ; III ell f ; ,... . _._... . .LL`s �+ THPASTEh R F09�P THAN AT4@IW.,H(I .I THICK, +I ;fl TOP PLATE TO STUD FASTENERS SHALL COMPLY WITH A5TM P I66T.USE SIMP5ON HIOS TIE LAO ll ER 1005-2.6 ATTAQHMENT,THE MNIMUM NUMBER OFOF FA9�TENERS REQUIRED BYHTHE NAI S8® EACH RAFTER, MANUPAOTURM FOR NORMAL APPLICATION,ASPHALT TOP PLATES 45=5 SHINGLE'S BFfALL BI' UGURED TO THE RDOP WITH NOT LESS �'OOF DETAIL I _THAN POUR FASTENERS PER STRIPS SHINGLE OR TWO jFASTENERS PER INDIVIDUAL SHINSLE. WHERE THE ROOF 2 UNITS HO IR ZONTE d�,XCAMPS 20 UNITS VERTICAL METTHHOODS IOF FASTENING ARE I REQUIRED. ION, ASPHALT STRIP SHINGLES SHALL HAVE A I j MINIMUM OP SIX FASTENERS PER SHINGLE WHERE THE ROOF 15 IN ONE OP THIS FOLLOWI146 GAT'E60RIESi MATCH MATCHMASTH o NEW 2X8 R.R. 1• THE BASIC WIND 5I'EED PER PIOURE R501.2(4) 15 110 X�TS X T. T.� AT 6 0.0• MILES PER HOUR(17km/h) OR kmOR 6RP�4T'ER AND THE PITCH p"t EAVE 15 20 FEE I (60"16 mm) OR HIGHER ABOVE REMOVE PITCH NEW 2X6 G.T. PITCH - - - I GRADE• PORTION OF AT 1611O.G. + 2. THE BASIC WIND SPEED PL'R FIGURE R5012(4) IS NEW 2X8 R.R.NEW (2)2X8 � X8 ,� 120 MILES PER HOUR(1615 km/h) OR GREATER. EXIST ROOF AT b O.G. AS REQ. ROOF RAFTERS ROOF RAFTERS MATCH I PITCH ° S. SPECIAL WIND ZONES MIR FIGURE R90IZ(4). AT 16' O.G. p"� AT 16" D.G. / ! NEW 157. I W 2X8 R.R., ! R1105,25.1CE 05.25.1 IPROTECTION. IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN.JANUARY 15 254F (-4 K) OR PITCH I ATI O.Co. I. LESSOR WHEN TABLE R501.2(I) CRITERIA 50 DESIGNATES . ... I NEW ` P' AN ICE BARRIER THAT CONSISTS OF A LEAST TWO LAYERS G.T. OF UNDERLAYMENT CEMENTED T06ETHER OR OP A pIL Z AT 16" O.G. ICD @� SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED IN LIEU OP NORMAL UNDERLAYMENT AND EXTEND F a ,�• �G ��I FROM THE EAVE'S C06E TO A POINT AT LEAST 24 INCHES (610 mm) INSIDE THE EXTERIOR WALL LINE Or THE BUILDING. 0 o r :_ - . a _.. _. x , E... EXIST. ` ......__, _. �.�___..___......_ I Ra05.2.'1.2 UNDERL.AYMENT AND HI6FI WIND. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH WINDS[$RATER THAN N `� iIII� PM T �IIN APPLIED REMAIN AT CO INISANT FASTENERS SHALL a Ao ir- A I _ -,. , � ,II h � WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. AQ .__-._ _.. �(�p FASTENERS ARE To BE APPLIED ALONG THE OVERLAP NOT EXIST. R.R. Z FARTHER.APART THAN 56 INCHES 16114 mm) ON CM47 R. 10105.2.6 F A5HINO. FLASHIN6 FOR ASPHALT SHINGLES t~ EXIST. C N� _ _ _ -v�,��• �' � I , ,�t� OMPLY WITH THIS SECTION. Zia. TO M1 � , N ��Q Ra05�.8.1 BASE AND GAP PLASHING.BASE AND GAP 10 AITALLED IN A"-ORDAW..E NTH N t p �,�•\ I MANWAGTU1RER'S INS19LASHIN& SHALL BE TALLATION INSTRUCTIONS. BASE EXIST. R.R. I I - FINISHING SHALL BE OF EITHER CORROSION-'RES STANr TO REMAIN EXIST. RIPOE TO REMAIN, METAL Or MINIMUM NOMINAL O.OIq-INCH(OA65 mm) a A M PROVIDE 2X PAD A5 REQ.I - :_.: : __..:::_,:: '7: _ THIGKNES OR MINERAL SURFACE ROLL R0012INS 11006HIN6 IIST. ST OZ IGT. `T' z EXIST. RIDGE TO REMAIN r, A MINIMUM OF 71 POUNDS PER 100 SQUARE"FEET(1e3.'16 kg/m '** f , )GAP rLASHINS SHALL BE CORP45ION RESISTANT METAL N F ��C• �ts� Ai j PROVIDE 2X PAD AS Rte. Xf R. � j OF MINIMUM NOMINAL OAIq-INCH (OAbsmm) THICKNESS. u E>QST. r yl xx O �t* O ca ` O PITCH W D.t•-OL R610-2-6.2 VAL.L�9,VALLEYS LININGS SHALL BE rj'�• y, / INSTALLED IN ACCORDANCE WITH MANUPACTURMS ❑ EXIST. �C� @ `f 6' OL ` INSTALLATION INSTRUCTIONS BETORE APPLYING SHIN6LES. 40 I t� N�W 2�8 T RIDGE �@ + - 0 LS ' t x � VALLEY! LININ65 oP THE FOLLOWING TYPES SMALL BE .1 a _ '� T I6 ❑ IS EXIST. EXIST. &C• F F z I x •� / / PERMIT7ED� RID CRICKET ' I F,• WNW WITH METAL, F= PITCH � •- �/ A I. FOR OPEN VALLEY(VALLEY LININ6 EXPOSED) aj, N I .C.. / .G. �. I;A MATCH THE VALLEY LINING SHALL BE a TO REMAIN .� 6 V_ x }, EXIST. AT LEAST 24 INCHES(610 mm) WIDE AND LININ& w �C $ / a T• AND OF ANY OF THE CORROSION-RESISTANT �@ I I METALS IN TABLE Rg05.2.8.2, •.!l EXIST. N ! 2. FOR OPEN VALLEYS VALLEY LININ6 OF TWO PLIES EXIST. 0. EXIST. R.R. y,�t, ._ AIiE ROLL ROOrINS GOMPLYINS PITC a S`A __....... .._........... ..... ........_...� __._._. .. - ._._ TO N, \ / Or MINERAL 224401,SHALL BE PERK THE i BOTTOM LAYER SHALL BE 16 INCHES (457 mm) AND • ___. _�___._..__. _____ ____ .__ . THE TOP LAYER A MINIMUM OF 56 INCHES(9114mm) EXIST. �� WIDE. I ( H {5�.•y, B. FOR CLOSED VALLEYS(VALLEY COVERED WITH REMAIN A AT ROLL SHINOiN6�coM�Ylws WITHNIASTM V 224 TYPE II OR TYPE III AND AT LEAST 56 INCHES (ql4 m _ _ (._ WIDE OR VALLEY LININS AS DESCRIBED IN ITE I *� _ y�• z a x °' / MAT r ' AND 2 ABOVE SHALL BE PERMITTED.SPECIALTY NOTE- _._.._._.._. __ I T. UNDERLAYMENT COMPLYING WITH A5TM D Idl 10 MAY _/ •pj � "♦-' BE USED IN LIEU OF THE LININ6 MATERIAL. FLAN I. PROVIDE ICE +t WATER SHIELD AS PER CODE - H O N I NEW 2X6 MATCH ♦ TABLE R905.2.8.2 EX15TIN& ROOF F I LAI `� 2. PROVIDE 60 MIL EPDM MEMBRANE INSTALLED I • G.T. X ST. ♦ VALLEY LINING MATERIAL i AT Ib" O.G. PITCH MINIMUM SCALE, I/8"■I'-O" AROOFS WITH�A PITCHEOF�2 OR LESS ON ALL [ ? , �.._._.__.. _._.._._..- .--.._ .II . ._ '. _ NEW 2X8 NEW 2X8 THICICIOM WEIGHT ROOF= RAFTERS ROOF RAFTERS MATERIAL (Inches) GAGE (pounds) S. PROVIDE 6U'T'TER5 AND LEADERS TO PREVENT AT 160 D.G. AT Ib" D.G. ANY RUNOFF DIRECTLY FROM ROOF TO 6ROUND i COPPER — -- 1 BELOW - ' .._ .... ...._.._ . _ . _r_.._.../._.__v_....._. .. ALUMINUM 0.024 — — STAINLESS S — 28 GROSS HATCHNJ — INDIGATES 5'-5" 4 5+.�. I F.IN L MAP GALVANIZED 26 (zeta AREA OF NEW , - -,�- _ 'f' p STEEL O.OITg coated &q0) — I- FRAMEOVER -- i` EV I E W E D BY Z B A ZING ALLOY 0A21 — y/A ';!J t O `7# 3 l NS LEAD — — 2 I/2 �(---L PAINTED TER20 _ PITCH I I �i y� �� /-^=-="-L= Ra05.2BB CRICKETS AND SADDLES. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 50 INCHES 062mm) WIDE. CRICKET PITCH - - OR SADDLE GOVERIN6'SHALL BE SHEET METAL OR OF THE PITCH PITCH L PITCH � � � I � � SAME MATERIAE.AS THE ROOF COVERING. R61O5.2.6A 81=4AL L M A5HIN6. PLA51-1IN6 AGAINST A F7 --�•- VERTICAL SIVEINALL SHALL BE THE STEP-PLASHING VVERTIGAL IFRONT WALL,AS HILL ASIMS SOILSTACK,VENT ; !;< PIPE AND CHIMNEY PLASHING,SHALL BE APPLIED ROOF FRA�� I 1 `�& PLA 1 `► ACCORDING TO MM+*L.T SHINGLE MANUPA0TURER'5 PRINTED IN5TRUGTIONS. Zorvrrac�t�c��ua c�F�!�PI��w RIDGE L r Z�@ IDLE PLEA5E BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON PITCH FLANS AND SOLELY FOR THE PURP05E OR OBTA I N I NC A BU I LD I NC PERMIT. IN ORDER TO COMPLY WITH TOWN GUI DELI NES ADDITIONAL PITCH IN5PECTION5 AND TESTING MUST BE DONE TO OBTAIN A CERTIFICATE F- OF OCCUPANCY „ .. PROPOSED RENOVATION FOR �� .�.�. THEODORE 4 ANNA BOUTZALIS P••• �, J. . 610 Ham ANOW __fAnrhVQM NY IM a°� �� WAM A5 NOTED 11y' MAM bYs RK d COME, 8-25-I'1 IWSW BY NFDN Robert J. Gruber - Architect on ROOF FLAN 13r)7 416 Expre,55waq Drive 5o. Medford N.Y. 11163 (631) 654-4a4q SGALEe I/8°•r-o° o�" N �s ROOF FRAMING PLAN DETAILS 0 ISSUED FOR PERMIT Oq.1q.l'1 °� ' #I7-oAct TY'ICAL EXTERIOR f`:1NI5HE5 NEW Ripse VENT - TO MATCH EXISTING PROVIDE BLIND FLASHING AT ALL ROOF MATCH MATCH EXIST. EXIST. ROOF AND ROOF / WALL INTERSECTIONS MATCH EXIST. 12 12 �J NEW ASPHALT ROOF SHINGLES 12 - TO MATCH EXISTING MATCH -MATCH NEW 15/4 X 6 FRIEZE 50. ' if ill-11.11fil ] IIEXIST. EXIST. I' - TO BE SELECTED 12 12 16 OZ STEP * CAP FLASHING i We NEW 5/4 X 6 FASCIA TO MATCH EXISTING 'I 1 'r J I I I 1 11 I I I I i I 1 1,I_J J, -I TOP OF PLATE 111 ,11 if Ill lit ill 111" Ill If --------------- AK TOP OF k -1 1 if I I I I I'll All I 'll I MATCH `F HINDON r?OOK I € 3 3 [ i if i I If 11 I I- I�11 el I I-,I, i I I i I I I I J if I it F if I I I I Np EXIST. EXIST. EXIST. A NEW ill Ill EXIST. EXIST. EXIST. EXIST. EXIST. WA VENTED VINYL SOFFIT I EXIST. I Y I I I I f 11 1 11"1 11 1 1 _T If I I [ l I 'll I it I I I I TO MATCH EXISTING HEiii Ill Ill 1 ■ i I I Ili'llni-I 11., y -1111 ril if Ili, I11£ 111 I 11-1 I? I'll I I I I i I I P, If 'I It '1 11 1 fl i, NEA GROWN MOULDING I if I I I I I I If 9 J TO BE SELECTED 'I I I if 't'J f ri i-y I - IL I i I 1 1, 11 ..........J1 I 1L__J1 L VI I I 11 1 1-1 1 1j , I I L__J11 H V I 1 1*1 1 1 1 i i VI If III I If i I VI [I I € I NEA CEDAR IMPRESSION SIVINC5, 1' 11 11 1 ii tl ) � 1 I �A i I� p ii i it I I) I If 1 11 1 1 11 1 it A ; I I, i It � 14 ti 9 i .' l I'l H III � 11 Ill Ill W, ill'I "Jil fit 1 ' il'i Ill - w 11 Ill Ill 11 Ill li-I I I'l VI - Ili Ili 111 , iii Ill Ili 11-1 Ill j -TO BE SELECTED 11. _1 11 1 1i I If I It I [I- I I I 11 1 11 1 It I I'l I 1 11' ' ' 'l,I I I i- 0I- [ I 1 11-1 11 1-11,1 11 1 l'Ilill I'll 11-1,111 1,ry- I I I I I'l 1 '1' 1 i I it I H 1_ 11 I ii I I I 1 1-1, 1 1 ILI i I I t FIRST FLOOR I i, Ill pf ill ly IF 1P I I I I 's- I I I ill, fill ; it Ill 1 1.11 11" 111 11 1 11 If I i I Ili Ill Ill fiI 11 1 [ ! 1 I [I Ili Ill Ill I TT I T: I � I'l I I'I I 111 1 li J If I Il I I i If II&I If 11,1 II I H, I it i I 1jj I I I'l jt,lj� It if 1 11 1 1 Ij -1 I"I' 'i i�i� II I I1 1 1,11 Ili Yill 1, 1 I'l-I 1.1 .,1 I I 11 1 li NEW STONE VENEER -TO BE SELECTED APPROXIMATE 6P46DE NEW 5/4 X 4 WINDOW 4 DOOR CASING • FAINTED FRONT E LEVATION SCALM 1/4' 1'-0'1 j MATCH EXIST. MATCH 00 EXIST. - 12 .4 12 FINAL MAP TOP OF PLATE REVIEWED BY ZBA '1K TOP OF I.J.1, Ill Ill Ill it ill Ill Ii ill Ill II [ tlt MATCH 7 'IF HINDOP4 DOOR ------ I VI A I'I I T-I 1 11 1 11 'll I TI I 'I I 1 1-1 11 _1 -1, 1 I 'l J f I [ 1 11 1-Tl 1 11 1 111 lllp � .1 1 1- ill EXIST, I E 111 -1, 1 IT I"I I I 1 -1, 11 1 V i I I I- If I I 1.1 II, EXIST, EXIST. EXIST. Vi I ] I III I'[ IT I-[ , I I i 1_11 11 II'l !" ' Ill I W 11_11 DATED )5 1cQof3 11 i - 11 -1 -1 -1, In If ] I I F I I Ill Ill If it W I I If I1 1 1 11 I. il I1....1.1I T I 'l r 1 [ 1- ] 11 Ill NEW RAILING III 1J T I I Iii I I J_I` �1' i AS PER COVE If Ill 1 11 if� 'Ill I c -11 it 1 11 -1 1 ,1 -1 it -[ 11 -TO Be SELECTED I frif I i:.1 f I It I Ill IL—JIL-1 If Ill 111 Ill If I.11 Ill Ill Ili 11 11 A It 1 7( -INIINIG BOARD OF APPEALS� 11 1 111 If I V I I I' I I I I I".I L] I"I I I I I I I 1' 11 1' 1.1 1 11 1A I I if [l111 Il 1 J,rj I I-[ -1 1''i J I I I R 11 1 11 Fl I-) I �Ijj . yl Ili 'I T I !] I I'l I I I-I- _17 I I f f I I I f fil ' i If 1 11 1 it 1 1, 1` 1 ( .p I 41A f IJ 11111411 1 1-1 1 -1 1.11.]1"1 1' 1'1 1 it ,ill Ii '-I' JI 1 111 1 ] 1 1_.1 1111 FIRST FLOOR I --jil 1- 1-1 If I __�J si i f L 11-1 1 1 1r,Vr 111 ' Ill, I-I If *j---------- F1 I T I I I{ I I PLEASE BE ADVISED THE COMPLIANCE CERTIFICATION 15 BASED ON APPROXIMATE 6d;ZADE PLANS AND SOLELY FOR THE PURPOSE OF OBTAININ& A BUILDING -R TO COMPLY WITH TOWN OUIDELINES, ADDITIONAL PERMIT. IN ORDER INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN A CERTIFICATE OF OCCUPANCY APPROXIMATE SRADE PROPOSED RENOVATION FOR THEODORE $ ANNA E30UTZALIS J. 6110 HOW%Ayflkm AppRoym Dye CAMMoem w 11105 WAL6 AS NOTED DRAM BY,RK l..EF-7 50E E1..EVA710N SCALIN 1/411 • 11-011 4 DAM, W 12 RU r X'S fill I I �Z r7T 51=1= FRONT ELE\/ATION FOR T)O'FICAL EXTERIOR FIN15HEEI Robert J. Gruber Architect 13571416 Expra55wo4 Drive 5o. Medford, N.Y. 11163 (631) 654-4q4q "e"nW'j t, -�o , N a or of FRONT 4 LEFT 5117E ELEVATIONS - I ISSUED FOR PERMIT 09LIC1.117 ' ww Im 01*7-08a_� R301.2.1.2 Protection of openings. Exterior glazing In buildings located in windborne debris regions shall be protected from windborne debris. Glazed opening protection for windborne debris shall meet the requirements of the La rge Missile Test of ASTM E 1096 and ASTM E 1886 as modified In Section 301,2.1.2,1.Garage door glazed opening protection for windborne debris shall meet the requirements of an approved impact-resisting standard or ANSI/DASMA 115. Exception: Wood structural panels with a thickness of not less than 166 Inch (11 mm) and a span of not more than 8 feet(2138 mm)shall be permitted for opening protection. Panels shall be precut and attached to the framing surrounding the opening containing the product with the glazed opening, Panels shall be predrilled as required for the anchorage method and shall be secured with the attachment hardware provided. Attachments shall be designed to resist the component and cladding loads determined In accordance with either Table R301,2 (2)or ASCE 7,with the permanent corrosion-resistant attachment hardware provided and anchors permanently Installed on the building. Attachment In accordance with Table R301,2.1.2 is permitted for buildings with a mean ,-4a-��-_� roof height of�5 feet(13, T28 mm)or less where the ultimate design wlnci speed, Vur,. is 180 mph (290 kph)or MATCH less, MATCH EXIST. EXIST. TABLE R301.2.1P2 WiNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD MATGH _�_._. w�. ... . u _:.. .: w._ 2 I _ STRUCTURAL PANELSa,b.c,d EXIST. - m _.:. _..._. � I � � NI: MATGH �- �+ m_ _ .._-__. ._...,......... �...._._,..-,-..-w EXIST. IZ H 12 r nsrrNrrSPACIN MATGFtree e.b EXIST. _ ._.. .._.y FASTENER TYPO �._ ., " .: ,__` I2 f [ [ r _-a _ anal 4 feet< 6 Poet< _. . . . a [ 1...1 i I. 1 �1/: ;✓ !._:. :�i _ No 6 wood screw based span panel span panel span .~ ..-....._.u... -w.,_..._�..-....�,..m.... .. ..z. .�.,..-..,__"'x.._»....,w.K. .,.w - _._............ ..:. w�...... .eoa..._...m_.... ,.....,..._ _., �_,...,.... r,....... .,,, -....».w.....,...... .r. ,.:.«.. .. feet < t�rB S Qf anchor with 2-Inch embedmeembedmenti 6 iQ a tle feet - :°.•._, -,.�.. i �#i s 11Q F �p I 1i f � d' ' � s tll![1 t II a length 10 1( WaOd 9CfeW bASFd_ i iii T anchor with 2-inch embedment 16 12 9 TOP OF PLATE i tenth 'I4-Inch In screw based anchorAK 1f, TOP OF _ ii st i_ t _k_IiM 1..1i-CIt ae. _rs r_46 r.t esr. t.kf, r.st .. : :. : k . , - - - - c. - - - - , s. : 9 -- MATGH I,+i.I_ _ 1.1 A 1 I I i T. 4 I 1 i I.il,i 1.11 I � I'.111 .1 l.I !, 1 I.l I, I I I l [ 1 1 �- -� -- - - t� _ with 2 inch embedment lengttr WTf1DOl�7 DOOR EXIST. 1 .i 11. 1 1 I_ i. I t I 111 I.I I I I I 1: I I I I l ! .. 1 11� 1 1, I l i ..t. [,1 Ill .I 1,1 i 11 1 11 .1.� 1 NCW Nl:W i 1 I I I I .,I I 1 EXIST. EXIST. 1.1 1.11 1 I.I I I I Ill. I I. i For sl 1 Inch=25 4 mm,1 foot 30-18 mm.1 pound=4 4'8 N, t I . I. 11. i 11 l 11 111. .1.,1 1 1 1"i i 1" I.... 1 ..,."s.y 1 mile per hour-0 447 m?s I I I J J' a This table Is based on 180 mph utilmate design wind speeds, vun,and a 33-foot mean roof he ght ■ [ I l .1. I l ,.t P i 1 t I I I ! _1-1 I I..1 1 i 1 .1 t. l i I1. 1 11 11.1 ..1 I 1 I [ 1 i 1 I,, 1,^R ' b Fasteners shall be Installed at opposing ends of the wood structural pane! Fasteners shall be located not less than 1 Inch from the edge of the panel 11 .. .1 I - 1.1._1.,1 i_I 1..[ i 1"1. I_I 11 1 I_I l I1. I _ ! s' ° " s =-r " _ <", 9 I ^I..,V, Z, c Anchors ab Fill penetrate through the exterior wO covering wl?h an embedment length of not less than 2 Inches Into the building frame Fasteners �4 � , I 1.P I I I I,._ ._.. 1" l 1 I 1 shall be located not less than 21/2 Inches from the edge of concrete block or concrete d Panels attached to masonry or masonrylshrcco shall be attached using vibration-resistant anchors having an ultimate withdrawal capacity of not less 11 1 11 l l 1 .1_I than 1.500 pounds 1 I I 111 Ill...l 1_i 1 -1 FIRST FLOOR i, i 1 i. [ 11_ [ I •�------------ i 1 1 1 I _1 i._.. APPROXIMATE &RADE N1:W RAILING AS PER CODE ": 1:-Y hV r APPROXIMATE &RADE REAR "ELEVATION SGA Xt 1/4' I'-O" SEE FRONT ELEVATION FOR TYF'I GAL EXTERIOR FIN 15HE5 - - - - - - - - . I II II II II I . . I II II II II I II II II II I . ILJ� JL - j1 I 1 IL- JL = JL = J1 I IL _ -1L - L _ J 1 II I I 1/2" MINIMUM PLYWOOD PANELS TO I I Ir IF I) ( II IF �r II 1 11 II II II NOT EXCEED A 4' X 8' DIMENSION III II 11 11 II 11 II p i 1� = JL - JL = �1 I 1 1� - JL _ JL _ ji I IL = J� _ JL _ �I I 11 �li IF III III JF JF II II 7FJL II ' 1 11 II II 11 I ' ' I II II II II I II II II II I ' ---��- ---- -, L_J� _ JL_� � SEAM 1L _ JL _ JL _ jII I IL _ JL _ JL _ .JI I k +a. ......,,... �lf�f I ' III I II DOOR OR WINDOW BEHIND I II II 1 I II MATGH M .,�. ..._..... .�:::;......�_".�.::�.. , EXIST. '' : _JL _ L - -JL -- _ _ _ - . . IF _ ... . _ _., _., _ __....._ .___._ _�__.. .__.. . _"._.w._.._. __..._ it II 1 11 II II 11 1 11 II it III FINAL MAP - MATGH I I l BY Irx1sT. I JL 1 JL _ JL _ _ I JL = JL = 1 - o O.G. AT ALL = = 1 J� �� JL �f �1 w.. . w........... ... ..:.. ..... .... .. . _ .. .. � N_._.�...,.......�. .P. _. .�....... ... ........ . ...a . .... ..., .. . � _. . ... ._\.,_,..�.__.. . . . , .�. . ,. �..�..... II SII �'�� __._... _.."__ _ .._...._. .. _.-....__. _.___._._.._ __. ._. _. _.._ _. .. .. ,. ._... _ . . DIRECTLY INTO MOULDING II ISN # II � _ .. .. . II II II II E � � . S I L = - - - = J L = - = - = � � _ - _ _ J DATED -- kcz- _ , P OF PLATE---- - - - - - - - 1 - - - - - - - I - - - - - - - P OF ---- t1;a.l► 1_1r_,.Is.1..4. `1`"Il+�_1`1-1.l .�. _ I if..►1:11II.IIla l_�.`I1.i.1A.11; - Ir rIII kl`_11`1._lt.�1 11 kIe[TIt c1t 11►,1 k `tx. .1a.�� li..ir..i�J {Ir.�rI�IV 1r l lt:k.l�l iId, I,li�l tI i4 OP�NINC78 4'X8t OR �..�SS OPENIN�75 4'X8 TO 8 XV �olv�"1 DOOR I'-0' 1-1-11 .1 I L C I I 1.1 a. l I_i I .1 1 1 1 1 . 1 11. 1_I_I 1 .l t 1., 1 I^-1.1 1 _ 9fR I. ,i .I_' EXI5T I I I.I .I_I I. i_ .. I r.. 1 I t t t t i1 . 1.11 .ill I1-I II NEW I.I"I li 111 11-1 N>:YV 11.171Fl .II1 111 Ill_ 1 lI1 111 _ [TI I11 '1.11_. i1 _ Ill 1 l I 1 i l 1 1 I 1 I 1 1 l " l l I I I I 1 Ili I i. 1 11 Ili Ill Ill l I II..l i 1 I 1 1 1 [: 1 It I I 1 I 1 I l 1 I I. 111 1 1 I I NEW RAILING I 1.1.1 .I.1 I .i_I, I .1I1e�_I I 11 I.IJ it I _TA 1_ is ._I 1 111 f.1 Iq_.I_I. 1» 1.1. 1.' 1 1.1 1 ..11 .1. 1..11.1 1.1.1 111 �I._,I�i 1 .1.1 11 .I I . AS PMC-OD>r �'�NINC� �'ROT�GTI �� D�T� 11...5 I t l_i,1. 1 .11 �I1-1. 111 _I i 1.I1." I.11.. 1.1I ..1._I I 11 .1.11 I .1 I., I l 1 .1l l 1_C 1 1..11 ..1..11. .111. [ 1.1 ,1.1.1 I.F .I.1 i I 1 I _ 11 l_.1 -TO BE SELECTED SGAL.Ee ' __ l i t 1 11 .I l.i Ii I II I I l 1 C l 1 l 1 11 1 11 1 11 1 11 1 r11 1. l l 11 1 11 1 1l I I I F1 I T I I I .l II 1.I 11 I NONE 'RC1 Fro p Il 1 1-1I.i.YII l I i.lI.."f Il .1". 1 1_I"l .1.11 If. i111. 11I .i11 .. [ i 11If111 � 111 1 11 1I111111I 111 II111 [ l 1, T9 , Yf , Pt 1 11 - 1 11 All') .11_ II 1 Il I iI. I .11 I 1. 1 II. l 1I .1.1,I i lI 1 II_.I, 1:11 '11TIi. I .111 l .l. k � , : ,A ILI11..11I 1I , AAN.WMt ;•_ttlllt 1 ! l i.11" lil II1 it 1i1 zCar,(iBOAR 1, i t .1 I I .1 1"1.f I l:I 1 1"l1. .1 It "1. [,[ 111 i 1 II I l l 111 1 I I l 111 1 1. 1 11 .1 I,1 _I l,� _I I i 111�".l l .1 .1 [ � D 0,'APPEALS 1IIli1Il1v11I1_Il_I1C1�_alll_[I.1 I1e11I111��1l.11i1_�ii^IIT.11 11i.11_i11I+I,1�11.1.IIIl_( I 11.11.t iC.1..lIllilfl11.1 l 11.1 .Ii11�11.1 11� ll_l .Il !_III 5T FLOOR I1I I_iI 1I1 I. Ii1.I111i1_I..1111I1i,ii 111 [.I1,1111"lil.ill_111.,1.111TI i.il 1!11 iI.C1i 1_I1.1i�.111 1111.TI.11i_il I i ii.liiI.Ii 111 I11"I-it 111 111 . .1 l 11,1. ,i !. ,I Ij .1.1,1, .1.1,1_,1 1J, l i I...I I�1,.,11,1 E 1 1,_1 1..1,-Tl.l ,l i,l._�.1,I. II.I, i 11. 1 1- 1.1,1 i i°l; , PLEASE BE ADV 15ED THE COMPLIANCE CERTIFICATION 15 BASED ON 'PROXIMATE &RADE PLANS AND SOLELY FOR THE PURPOSE OF OBTA I N I NC A BUILDING APPROXIMATE &RADE PERMIT. IN ORDER TO COMPLY WITH TOWN GUI DEL I NE5 ADDITIONAL INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN A CERTIFICATE OF OCCUPANCY PROPOSED RENOVATION FOR F ' �` THEODORE $ ANNA BOUTZAL I S rh6110 HOUXN Nye" R I SI H T 5 I D ELEVA710N ' , r_ a W-4LEt A5 NOTED ' °°Y' �By,RK SGALEr i/4 I O DATE. 8-25-1'1 RIWISIM BY r O I G EXTERIOR FIN 15Hi=5 ' s� `' Robert J. Gruber - Architect 5�� FRONT ELEVATION FOR TYF' AL s as,�s 4�f6 Ex re55wa Drive 5o. Medford, N.Y. 11163 (631) 654-4a4q IT'S MPM T� ori t4l : r` REAR $ RIGHT SIDE ELEVATIONS 6 O ISSUED FOR PERMIT Oal.lcl.1'7 � ` DETAILS X17-o8a TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES TO MATCH EXISTING 15" FELT PAPER 1/2" COX PLYWOOD SHEATHING 2X ROOF RAFTERS A5 PER PLANS 2X6 COLLAR TIES AT Ib" O.G. 2X CEILING, JOIST AS PLR PLANS NEW 2X10 RIDGE - MATCH TYPICAL EXTERIOR WALL NEW EXIST. EXIST. CONSTRUCTION: 2X12 PAD 12 `�"�.� 12- MATCH N�� xN2 pan __,. _-.�.........,.__ . ._. . -._._. . .... _._.._..W,......�:._.�.•....� CEDAR IMPRESSION SIDING r _.- _ _..._ ...___....._ 15# FELT PAPER -- -- �.....__-.-.�....,.�...V� �...._.....�. .�-.,_,...._�,.�...�._ .a.._...�_.. ....�. ......w..W .,..�...�...-.. .-�._ . !EXIST. 12 I/2" COX PLYWOOD SHEATHING 2X4 STUDS AT 16" O.G. NIEW ATTIC EXIST. (2) 2X4 TOP PLATE .... _.. _..,...nw (I) 2X4 5OTTOM PLATE EXISTING ROOF TO REMAIN - - 5/8" INTERIOR 601(p BD MEIN ATTIC TOP OF PLATE .: NEW TOP OF (2)2)8HbR �XPA,NDED [1111 I[I[I I [1111 l [IINI N 1111 l I[III [ I If I III[ IMASTER MAS17ER I -wli�iow 7 Doan -- l [ II [N [ I1Nl[ I [ II [ 1I [ I § [114�4444- TYPICAL FLOOR ll ! ! IIlI[I1tll ! 1IIIt1IIIII 1II!I CONSTRUCTION= I[i[} [NIIIII [ i1 [ 11 1 ( ! [ 11 [ Nil 11 1 It ': 11 1 111i FINISHED FLOOR TO BE SELECTED 2X6 P.T. LEDGER 'Q 5/8" COX PLYWOOD SHEATHING SECURED TO HOUSE W/ i l I I I I 111 1 11 I If I If I If i if I [ [ I N FLOOR JOIST AS PER PLANS 1/2" DIA. LAG BOLTS I I N N 1 1 1.1 I N I ,I 1 1 11 1 if I If I [ I t • 16104. STAGGERED 11 1 [ I INl tll [ il [ [ [ [ N [ III lIl 11[iil [III1IIIl1[ III$I[ I III �IIIIltNlli[ I �tiINI ! IIII [NI FIRST FLOOR--` 1 I III i APPROXIMATE SPADE CRAWL SPACE (EXISTING TO REMAIN TYP I GAL FOUNDATION WALL —NEW CRAWL SPACE 2" P.G. SLAB W/ GLASS I VAPOR RETARDER CONSTRUCTION: OVER WELL COMPACTED SOIL W/ (Z) 2X6 SILL PLATE W/ 5/8" DIA. 1/2" PERIMETER EXPANSION JOINT ,ANCHOR DOLTS AT ss" 04. ON 5�C.71 O� A—A 6"THICK P.C. WALL KEYED TOSGALEII 1/4"■ 1'-0" Ib WIDE X 8 DEEP FOOTING W/ (3) 05 REBARS INSULATION SCHEDULE: FLOORSi R-la WALLS, R-15 + R-5 EXTERIOR FOAM FLAT CEILINGS R-SO ROOF 4" x,111 MASTER BATH KITCHEN 2" --- ------+ --?-- r---- ---I--- ----' T---------� MATCH EXIST. i 2"� GA DO GO S G O y i 2" �, 4" ell I/2" TYPICAL ROOF N TRU TI N w, 12 ASPHALT ROOF SHINGLES 70 MATCH EXISTING _ ._ _ ,..,..,. ....._w:._..._. __- _.w..,.__.ZXIZ PAD _.. w2X12 PAD 5 D.W. NEA LAV. LAV i INK 150 FELT PAPER _ — - � �. _ _. _. — FINAL MAP —.___.._ __ —_. R._._ __ ._ au._... . 1/2" COX PLYWOOD SHEATHING : .:' ... . .w.. : _ _..._.__ m_ _....... -.: ROOFXTO REMAIN �- : ..._` m_` w'v - _ _. :w.w. I 2" sHd 2X ROOF RAFTERS A5 PER PLANS _. .,....w._.w.., EXIST ;w.. .:..- : .a.. 5 . " " 2 4" FAI REVIEWED BY ZBA w 1 1/2 S 1 1/2 i ZXb COLLAR TIES AT IG, O.G. - 12 C.O.EXIST. � EXIST. C.O. 2X CEILING JOIST A5 PER PLANS NEW VIEW ATTI G �G 4 4�� SEE D E C fi S I O N # t,3 -- 2X10 HIP _ 12 - - (EXISTING TO REMAIN 12 &RADE DATED Jt— mK TOP OF PLATE ----� -•_ __ _ - BASEMENT TOP OF -----^ NEW WINDOW /DOOR (2)2XI2 HDR � TYPICAL EXTERIOR WALL NE4" '"—"—""-- �-exisn HDR EXIST. FLUSH BEAM EXIST. HDR l 1 '[ I N 1 1 I I $$ I W [-I I li l l 1 1 1 i I III [ 1 I t N 2X6 CEILING JOIST TO REMAIN TO REMAIN TO REMAIN 1 l 1 if 1 11 i I ! 1 I [ ! I I [ GA. I l [ l [ ! I l 1 1 I I [ I 1 1 [ N 9ANi`r RI Y 5 SYSTEM CONSTRUCTION= AT 16" O.G. N I N I [°1 N`[ I N N i 1 I I. I I I II Pill 4 ANI ARY sY CEDAR IMPRESSION SIDING REMOVE I l 1 I 1 1 1 1 [ $ [ 1 N 1 1 I N 4 . I!W FELT PAPER NEN PORTION OF LIVING ROOM [ # III 1 1 1 I I [ I l l 11 111 1 `A 1/2" COX PLYWOOD SHEATHING SCREENED PORCH EXIST. ROOF € N 1 . If,I °I [ ! [I [ 1 I 1 1 � " AS REQ. (EXISTING 70 REMAIN) [ l 1 i 111 1 [ I � 11 d 1.i N [ 2x4 STUDS AT 16 D.G. (UNCONDITIONED) �I ! I 1 N[ 1 11 I fl N I 1 I 'if NN 1 (1) 2X4 TOP PLATE +1 FEXIST.RAMING FLOOR 1 1 N I i [ I t i N [ [ I, N i I ! [ I F L u�B 1 I �� RISER D I A D RA I " I (I) 2X4 BOTTOM PLATE EXIST. DECKING FRAMING 1 1 11 N $ 1 11 1 [ ! 11 I I $ I I NONE 5/8" INTERIOR GYP BD FRAMING TO REMAIN I [ INI [!N I N N l [ 1 I N 1 1 I 1 1 � ' 1=1R5T FLOOR TO REMAIN IN [Ill 1[ 1117 6 [ [I I! l[lIyI1 I I II II "III II 11 I ill -IRST FL --�---� 00000csoc�oc�oo 00000 N I I I € N N I ! 1 1 1 F 131 NEW (3)2X12 P.T. GIRDER Jill. ) I I ! [ I I I t cFIUI=r CRAWL SPACE (EXISTING TO REMAIL APPROXIMATE SPADE NEW 6X6 P.T. P087 EASEMENT A TO 12 DIA. (UNFINISHED) (EacISTING TO REMAIN) PLEASE BE ADV I SED THE COMPLIANCE CERTIFICATION 15 BASED ON TYPICAL OW GRADE PLANS AND SOLELY FOR THE PURP05E OF OBTAINING A BU I LD I NC APPROXIMATE SPAN PERMIT. IN ORDER TO COMPLY WITH- TOWN GUI DELI NES ADDITIONAL INSPECTIONS AND TESTI NC MUST BE DONE TO OBTAIN A CERTIFICATE NFA RAILING As PER COVE I OF OCCUPANCY -TO 5E SELECTED PROPOSED RENOVATION FOR THEODORE $ ANNA BOUTZAL I S 5 G T 101. B-B �,� ^c y `�'� . 610 HOIDIM M&M J. SGALE� I/4"■ I'-O" �� 40�� R�� scALZ A5 NOTEDAppRoym BY, rnzAwr eY,RK • 1 DAM 8-25-I'I REVISED BY Robert J. Gruber -- Architect 13511 416 Expre,55wcq Drive 5o. Medford N.Y. 11163 (631) 654-4a4a SECTION A—A, 5-5 4 ISSUED FOR PERMIT 09.Iq.17 �w�U �'� • � PLUMBING RISER DIAGRAM .w, r 4f i COUNTY OF SUFFOLK NOV 2 7 2017 ZONING BOARD uFAPPEALS Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of = Economic Development and Planning Theresa Ward Division of Planning Deputy County Executive and Commissioner and Environment November 21, 2017 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number McBride, Richard #7126 Foote, Kevin&Nancy #7127 Negri, Peter #7128 Walsh, Steve #7129 Boutzalis, Theodore &Anna #7131 Very truly yours, Sarah Lansdale - - -- - - ----- --- -- - ----- - --.------_Director-ofPlanning -- - - - Theodore R. Klein Principal Planner TRK/cd H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 FORM NO. 3 olumn TOWN OF SOUTHOLD RECEMD ^ BUILDING DEPARTMENT *3, r SOUTHOLD,N.Y. NOV 2017 NOTICE OF DISAPPROVAL 201YING BOARD OFApp DATE: October 19, 2017 TO: Cathy Manno (Boutzalis) 325 Wells Road Peconic,NY 11958 Please take notice that your application dated October 12, 2017: For permit to construct additions and alterations to existing single-family dwelling at: - " - Location of property:670 Holden Avenue,-Cutcho ug�e,NY-- -- County Tax Map No. 1000 - Section 110 Block 5 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this nonconforming 22,519 sq. ft. lot in the Residential R-40 District are not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum front yard setback of 40 feet. The site plan notes a front yard setback of 35.9 feet. Authorized Nignature 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. r RECEIVE® NOV Q 6 2017 Fee.$ Filed By: AssignmentNo;,rMlINr BOARD 01 AFFHRFS AL5 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. Street li on (`tel)p Hamlet SCTM 1000 Section_ILL)_Block_-Lot(s) ?_0 Lot Size Zone I(WE).APPEAL THE WRITTEN DETERNIINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): d c4u f� 4- 0 o v\_CA 6- k. &)� ,sL2C, G S Mailing Address: �AQ \A CC, aA LE c, Telephone: 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 ep who agent rresents: Name of Representative: i 4__pl A OLA()� for(416wner( )Other: Address: _G1 y log`� 0 C 1 l n ea ^0 pe—Ub-n c C (Ll-1 l l� Telephone:62110(& Fax: Email: 0 W C0(1"p Please check to specify who you wish c,qxWspondence to be mailed to,from the above names: ( )Applicant/Owner(s), Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 4 p.-%q_7q k-) and DENIED AN APPLICATION DATED ICS-1c1-to t')FOR: (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 by numbers.Do not quote the code.) Article: Section: �2 g J Subsection: 2L-{ Type of Appeal. An Appeal is made for: ( )A Variance to the Zoning Code or Zoning Map. O 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, X has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# RECEIVED Name of Owner: ZBA File# N 0 V 0 6 2017 REASONS FOR APPEAL (Please be specific, additional sheets may be used wiYWMI ARD OF APPEALS signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a.detriment to nearby properties if granted,because: We Cyuz I\0m•e I VA LL)h Luta. + Lztk1 hoLJ4P_ 0_,k.at'e cLepe l(akn5�-O� -� .2w h��.e &s C�.Q.cl 0--bJ o�� e Uj p- gkar\ o n 'utk VAk_f IVL � jf:�hA"4c arnj "�-eec:� V\:� a-a CQ lri_ -Q d►k'Xn&-s . 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: ire nod Qh0�51./ acxn,.,.,, CJ-- aVn-( o � pmp' 71•cs wou'4- P_Q lo-Ps+ SCera%r'o . 3.The amount of relief requested is not substantial because: Of Q(e ai l.t nS C� 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: V (S ��`� h 5• �t21 c JeQ _�4_k cSQ)'6,,rJCS a r'e {O v✓i �m 0-0t W Q W 3Sq. 5.Has the alleged difficulty been self created? { } Yes,or{. No Why: n \USS" W4PJ- .Q �0iap 6tP -rCX- kJ ky (-(V,PS ISVOLO- Of Q(Ga, e A &XNo PZV-ut.eF�4' P o wl.( w � Are there any Covenants or Restrictions concerning this land? } Yes(please famish 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. Signature of Applicant or Authorized Agent (Agent must submit-written Authorization from Owner) Sworn to befo a me thi day o 20 tb-nrw A& 6� Notary Public CONNIE D.BUNCH Notary Public,State of NOW York No.01 SU6185050 Qual fied in Suffolk County Commission Expires April 14,�Lab APPLICANT'S PROJECT DESCRIPTION -P7131 APPLICANT: 0— a .M' u" 0 a ngiz g DATE PREPARED: I O-23-1 1.For Demolition of Existing Building Areas Please describe areas being removed: Q' WAr-p-oz d j�-0e.Q H.New Construction Areas (New Dwelling or New Additions/Extensions): NOV ® 2017 Dimensions of first floor extension: Dimensions of new second floor: p--- ZONING BOARD OF APPEALS Dimensions of floor above second level: Height(from finished ground to top of ridge): yL� cam, 5 Is basement or lowest floor area being constructed?If yes,please provide height(above gro )measured from natural existing grade to first floor: '`(Zj M.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: I Number of Floors and Gener 1 Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: c- IW Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on ur prope Proposed,increase of building covera (p vvtre---A f Square footage of your lot; Percentage'of coverage-.of your lot by building arch: V.Purpose of New Construction: X140 / Gamna 6a-:Sr. 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): r4- �4 Or Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 13 1 � QUESTIONNAIRE RECEIVED FOR FILING WITH YOUR ZBA APPLICATION NOV 0 6 2017 A. Is the subject premises listed on the real estate market for sale? Yes _�No ZONING BOARD OF APPEALS B. Are the any proposals to change or alter land contours? Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? d 1p 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? n c 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: and if issued,please attach copies of permit with conditions and approved survey. D.. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? �© E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? rN 0 Please show area of the structures on a diagram if any,exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises?fit, 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 )U 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? (1.D If yes,please label the proximity of your lands on your survey. I. _ Please list present use oro erations conducted at this parcel �g�t,,«"•u A= hoi R r►,, ki-&Le and the proposed use pr-_A- (ex:existing single family,proposed-same with garage,pool oro er) Authorized signature and Date 1 • 1 � F I RECEIvEE) X13 AGRICULTURAL DATA STATEMENT NOV 0 6 2017' ZONING BOARD OF APPEALS ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: OCIA 2. Address of Applicant: Qcoitc tf 3. Name of Land Owner(if other than Applicant): _ 4. Address of Land Owner: (a')U 5. Description of Propose/d� Project:_ � L`tC �b—MOL,c��.e` c v� 6. Location of Property: (road and Tax (,�-f number) S9`" -mea O 7. Is the parcel within 500 feet of a farm operation? { } Yes { o 8. Is this parcel actively farmed? { } Yes {-Ylq"o— 9. Name and addresses of any owner(s)_ofland with in the agricultural_district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. `s NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) to l e ignature off-Applicant Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B 3 r Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application-for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 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 l -Project and Sponsor Information KMiEIVED V 9, 2011, � Name f 'on or Projec U J I ZONING BOARD OF APP e Project Location(describe,and attach a location map): V?0 (h) IAIP r) &M VA - JClq,)AA A_Q Brief Description of Proposed Action- ' W401 0 dl If3A LA)k J� Name of Applicant or Sponsor: Telephone: O_Nywc, �0_vl n-(-,, E-Mail: 01 VASoo P (9C� GC9� Address: City/PO: State: Zip Code: 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? acres b.Total acreage to-be physically disturbed? acres 10/- c.Total acreage(project site and any contiguous properties)owned + or controlled by the applicant or project sponsor? 1• acres 4. Check all land uses that occur on,adjoining and near the proposed action. � ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial n-Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page I of 4 _ 5. Is the proposed action, NO YES JWA a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? =L_ t 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES 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: ra,Er0rED 11.Will the proposed action connect to existing wastewater utilities? NO YES NOV 0 6 2017 If No,describe method for providing wastewater treatment: ZONTN(-. RnARh OF APPEAlQ 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 J YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional 11Wetland ❑Urban 'Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 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? 2<0 0 YES ✓ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ONO 0 YES =':G ul -- - P-age_2-af-4__ -- -- - 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? RECEIVED If Yes,explain purpose and size: N O Vc5 ex L V 19.Has the,site of the proposed action or an adjoining property been tai®1bUA o,hQApagg0vNW&gd NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: AVAer,4 A cwwxo Date: 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?" 7` Sh, ?�.=,•^-rt..,;eP:_ .:i:..l. - _ :'r;_. _y:iRj cry,;,, fr':•a"ww:ixY�!-'`^"'" No or Moderate 7 ,- ., }- _'- .r=r' "x: •;e az.:-.::,. ,; �Y. ��. �.: small to large `:i •..ice "..�;-,;<, ^%. _ - _:'t ,t,'.S' ::� . _ _ -.7'.:y,t..t"'-:. vy.i'�3.-Ys nG,S Y ,x4. ry' impact impact , ,." ..rt= t ,a,�':;s'� '� may may �6 i .°_ �°,... << r..`_�::ti''•:'- A .'t' 'N� Y"�A.' a'�, 1 aS'•:^i. d., w 1 'P G�'L?t,:.+-"•,f,.'r'��:'�°-' .t'.:i�.,sr;r;.t;'t-`�:FP' '1-'.:.-,..,--`z•:�:t. _LH'�. 'r '•_ 'X^.4,'.«fa`>'•-a,i r+,4. '..J.�[[ t';=-Cry-2t�.L',�°»,a. 'J` occur occur 1. Will.the proposed action create a material conflict}with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4.. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may =" occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. RECEIVED NOV 062017 ZONING BOARD OF APPEALS ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 RECEIVED NOV 2017 APPLICA"i �{,�/OWNER ZONING BOARD OF APPEALS TRANSACTIONAL D FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert-the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. ��' YOUR NAME: O i,1� 1 t� ffe 4 0-0— , (Last -0-- (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance — 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 applicanVagent/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 It ` Submitted this day o 20 Signature DVS-` ,0Lb_5 r,,GEN2,,PRESENTATIVE TRA&SAefIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to vrovide in ormation which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avo'd iame, �� \ YOUR NAME : /vl �J I (Last name, i t name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) RECEIVED TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit NOV Q 6 2017 Variance Trustee Permit Change of Zone Coastal Erosion ZONING.BOARD OF APPS Approval of Plat Mooring APPEALS 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 thisday o (7 Signature n Print Name D r I d•-? I'L � r Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. 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 necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards--and conditions: �If an-action-cannot be certified-as consistent-with-the L-WRP-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 . RECEIVED sc3`M# NOV p 6 2017 - - ZONING BOARD OF A PP):,ALS The Application has been submitted to(check appropriate resppoonseZ): [Town Board 0 Planning Dept. E Building Dept. � Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction,planning activity,agency regulation, land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: Location of action: Site acreage: ] •2S prey Q Present land use: Present zoning classification: C1c(,er.�yr�,� 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provide RECEIVED (a) Name of applicant: IN 9V Q 6 2017 (b) Mailing address: L� w w��5 �`^ /-ONf G BOARD aFaPpEAcS (c) Telephone number:Area Code�� G 0 (d) Application number, if any: Will the action be directly undertaken,require funding=or approval by a state or federal agency? Yes No I'I lfyes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies;Page 2 for evaluation criteria. F]Yes [j No ❑-(Not 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 ❑ (Not Applicable—please explain) RECIFIVEb NO v 0 6 2017 '0 N —7011111G BOARD Op,4ppLcALS (Where the Apillea nt is not flie-OWner) residing at �Cn' �P�mlt�io�,p-e (Mailing Address) do hereby authorizeAli, An, (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. S744z�- 0 r Y-- T> wner's Si KAREN M. NEDERMAN NOTARY PUBLIC,STATg,OF NEW YORK Registration No.01 NE6217556 Qualified In Nassau County {Print Owner's fiIazne� Commission Expires 0210SMilb TOWN OF SOUTHOLD lam®ry BUILDING DEPARTMENT c TOWN CLERK'S OFFICE SOUTHOLD, NY - BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 42164 Date: 11/20/2017 Permission is hereby granted to: Boutzalis, Theodore 568 Park Ave Manhasset, NY 11030 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 670 Holden Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-20 Pursuant to application dated 11/13/2017 and approved by the Building Inspector. To expire on 5/22/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $311.20 CO-ADDITION TO DWELLING $50.00 ELECTRIC $125.00 Total: $486.20 Building Inspector };�OSUFFO(,tc Town of Southold Annex 2/14/2011 o 54375 Main Road /3 / Gy`� RECEIVED : Southold,New York 11971 'r o NOV 0 6 2017 - - - - - - ZONING BOARD 0E PEAUS CERTIFICATE OF OCCUPANCY No: 34831 Date: 2/14/2011 THIS CERTIFIES that the building ELECTRICAL Location of Property: 670 HOLDEN AVE CUTCHOGUE, SCTM#: 473889 Sec/Block/Lot: 110.-5-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated - -1/26/2011 -- pursuant to-which Building Permit-No.--- ----------- 36l56 - - -dated- - - -1/26/2011 -- ------ - --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: ELECTRIC SERVICE AS APPLIED FOR. The certificate is issued to Boutzalis,Theodore&Boutzalis,Anna - (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36156 2/7/11 PLUMBERS CERTIFICATION DATED Authorized Signature FORM NO. 4 ! TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT NO Office of the Building Inspector �1� Town Hall 7OIVIIVG BO Southold, N.Y. ARD OFAPPEALS CERTIFICATE OF OCCUPANCY No: Z-27877 Date: 08/20/01 THIS CERTIFIES that the building ADDITION Location of Property: 670 HOLDEN AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 110 Block 5 Lot 20 Subdivision ' Filed Map No. Lot No. conforms substantially to-tkie-Application for Building Permit heretofore filed in this office dated MARCH 9, 2001 pursuant to which Building Permit No_ 27567-Z dated AUGUST 20, 2001 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 ENCLOSE AN OPEN PORCH & DECK ADDITION ON REAR OF EXISTING SINGLE FAMILY DWELLING "AS BUILT" & INSTALL CENTRAL AIR CONDITIONING AS APPLIED FOR. The certificate is issued to ANDREW C FOHRKOLB (OWNER) of the aforesaid building. SOFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. H-070900 03/20/01 PLUMBERS CERTIFICATION DATED N/A tho 'zed ignature Rev. 1/81 FORM NO. 4 l TOWN OF SOUTHOLD RECEIVcb BUILDING DEPARTMENT Office of the Building Inspector NOV 0 S 2017 Town Hall Southold, N.Y. ZONING BOARD OF APP,-ALS PRE EXISTING CERTIFICATE OF OCCUPANCY No: Z- 27878 Date_ 08/20/01 THIS CERTIFIES that the building DWELLING Location of Property 670 HOLDEN AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 110 Block 0005 Lot 020 Subdivision Filed Map No. Lot No. conforms substantially to the Requirements for a ONE FAMILY DWELLING - --- ---- - - built prior -to- - APRIL-9,--1957 pursuant-to-which-CERTIFICATE-OF - OCCUPANCY NUMBER Z- 27878 dated AUGUST 20, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING The certificate is issued to ANDREW C FOHRKOLB (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPAR7R MT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. - N/A PLUFLBERS CERTIFICATION DATED N/A *PLEASE SEE ATTACHED INSPECTION REPORT. l //Aut'13/rized Signature Rev. 1/81 BUILDING DEPARTMENT j TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 670 HOLDEN AVE CUTCHOGUE SUBDIVISION: )i" NO.: LOT (S) RECEIVED NUM OF OWlER (S): ANDREW C FOHRKOLB N O y 0 6 2017 OCCUPANCY: SINGLE FAMILY ANDREW C FOHRKOLB ZONING BOARD OF APPEALS ADlQRTED BY: ANDREW FOHRKOLB ACCOKPANIED BY: SAME KEY AVAILABLE: SUFF- CO_ TAX MAP NO.: 110.-5-20 SOURCE OF REQUEST: ANDREW FOHRKOLB 2/23/01 DATE: 08/20101 DWELLING: TYPE OF CONSTRUCTION: WOOD FRAME # STORIES: 1.0 # EXITS: 4 FOUNDATION: CEMENT BLOCK CEXJJM. PART CRANL SPACE- PART TOTAL ROOKS: IST FLR.: 60 2ND FIJI.: 0 3RD PLR.: 0 HATHROOM(S): 1.0 TOILET ROOK(S) 0.0 UTILITY ROOK(S): PORCH TYPE: DECK TYPE: REAR PATIO TYPE: - - BRHEZEHAAY: - —-FIREPLACE: --ONE DOMESTIC ROTWATER: YES TYPE HEATER: NAT.GAS AIRCONDITIONING: CENTRAL TYPE SEAT: NAT. GAS MARK AIR: HOTUATER: XX OTHER: ACCESSORY STRUCTURES: ^'-`="GE. TYPE OF CONST.:' STORAGE, TYPE CONST.: SiiII4[ING POOL: GUEST, TYPE CONST_: OTHER: VIOLATIONS: CHAPTER 45 N.Y. STATE UNIFORM FIRE PREVENTION & BUILDING CODE i LOCATION I DESCRIPTION I ART. I SEC. I I I I I 1 I I I I I 1 I I I I I I f I I I I I I I I 1 I I I I I I I I I I I I I I I I l REMARKS: BP #27567-Z- COZ-27877 (PORCH ENCL. CENTRAL AIR, & DECK ADD) INSPECTED BY- ` DATE ON INSPECTION: '03 08 01 GARY T. Flp TIl4o3 STAR : 10:3 HND: 11:30 1 ".�-- d-- 1.�-?sem• � Vii""` � —a:. - - �/'�;,� r� - - -•r+ �r w' r1�S�t Tw � % 9t r•x IW AW. �1• j t"i-itke T5� "A A. 10i TOWN, 'OF R� v _2o SUB. OWNER STREI�f,' 7715 L6�, "d 4r : 0 reg 1�4yp A + 1, pa_ 14,ab�611011_-, etc- A/0,IWA A�g FOAAER OWNER N E - ACREAGE y7 ,! F_ohr- W t TYPE OF BUILDI-NG �x 6v fly RES. 0 SEAS. VL. FARM comm. I IND. I CB. M-ISC. r A LAND IMP. TOTAL DATE REMARKS PARTIAL -6 A?Ify r5i-qhzrt�:97d/aNz-�� A�/V P P-a IS66 -66 ,jPaM 6-0 6 , V��/491-L 19,156,6146 R)h r k,61 [b I A-115,- V I 6 6 0 A kbl/�il 10 A a n,,4 i ce- o ©SAGE /edY M C �Dvl i-��" � ' I* I) NEW NORMAL OVE I PA / -6 kefa OA Zff/ 9 Tik T ILI I-ab-1 5can-6 J _�',b lo 00/0 - ,45, :am) qqbo V 16h /14— toltbv - Woodland Swampland iNink, p fk nn 41 Brushland House Plot ZE)HiNG13UAKD0FAPPr-ALS i •y� l"�l�,� , v� �\� ��vr f,'�� /�,��,}�Y�i �ji�'�� .� P. •,. ;�r.?`1��1�}i��`. ,Elrf .tib fiF�.laf l �1'".� y i ,.r,•p�5'" iL� 2,�^'+�.�y '��•2� .�T�1. a, F4�a y �Y. �'''S�'�f�� ,,, 3'+°�'•.)�i �! �ff"n,{�F��",vr��.• �t��i�L¢�iL�.. f'v..,r,. ■■■■■■■�■■■■■■■■■■■■ � , Fire Place 50 Porch 11.�may t Irv?.a f '� .. f �,�a y?�xi:. � � .. ■■■■■�9r�■■■■■■■■■■■■ r1^ i - • / � ' -_ �• - � •• fid t �ogVFFOL��o - ELIZABETH A.NEVILLE,MMC may® l/y Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Ca = Southold,New York 11971 REGISTRAR OF VITAL STATISTICS & ® e�C Fax(631)765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER �0,( � Telephone(631)765-1800 www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: November 13, 2017 RE: Zoning Appeal No. 7131 Transmitted herewith is Zoning Appeals No. 7131 for Theodore & Anna Boutzalis-The Application to the Southold Town Zoning Board of Appeals. Also enclosed is the Applicant's Project Description, Questionnaire, Agricultural Data Statement, Short Environmental Assessment Form, Applicant/Owner Transactional Disclosure Form, Agent/Representative Transactional Disclosure Form, LWRP Consistency Assessment Form,Notice of Disapproval, Board of Zoning Appeals Application Authorization, Certificates of Occupancy, Pre-Existing Certificate of Occupancy, Housing Code Inspection Report, Photos, Property Record Card, Survey, Foundation Plan, Site Plan, and Drawings. ! ZBA TO TOWN, CLERK TRANSMITTAL SHEET- (Filing of Application and Check•for Processing) f DATE: 11 /9/17 ZBA# NAME CHECK # AMOUNT TC DATE STAMP i RECEIVED Boutzalis, Theodore & � 7131 6687 $500.00 Anna , •; NOV 1 3 2011 Southold Town Clerk 1 i 1 ' n t `=JOSEPH MA_NNO•DBA'GIUSEPPE��VIASONAF3Y' 325 WELLS RD. ~ v RP (;ONIC,NY-11958-1732^ _ - "s V 172_/210UD - DATE PXY ;HORDE OF CHASE.!or" � JPMorgan Chase Bank N A • � �.�_ wvtw.Chase.com - -- - .y.-- ,-- - __ ,- -- ,'.;` '�,` � _- - ± FOR _ T_=L _ i Y * * * RECEIPT * * * Date: 11/13/17 Receipt#: 229624 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7131 $500.00 Total Paid: $500.00 Notes: i Payment Type Amount Paid By CK#6687 $500.00 Boutzalis, Anna M & Theodore Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Boutzalis, Anna M &Theodore 670 Holden Ave Cutchogue, NY 11935 Clerk ID: SABRINA Internal ID.7131 , I Fuentes, Kim From: maryan8764@aol.com @ Sent: Wednesday, January 31, 2018 8:56 AM To: Fuentes, Kim Subject: Anna & Ted Boutzalis Holden Ave. Dear Southold Town Zoning Board Chairperson Wiseman: ®®® My name is MaryAnn Fleischman, I live and own my house at 560 Holden Ave, Cutchogue. My immediate next door neighbor is Anna and Ted Boutzalis. They are making changes to their house and I believe their variance request will be in front of your board this week. I have no problem at all with their requested changes. The architect plans nicely outline the change/additions. I wish them continued success toward completion of this project! Thank you for your support Best Regards, MaryAnn Fleischman 560,Holden Ave. PO Box 278 Cutchogue, NY 11935 631-987-0360 maryan8764Co)-aol.com . 1 i I Fuentes, Kim �f Alf From: jeglover@aol.com 4 Sent: Wednesday, January 31, 2018 10:36 AM4 8 To: Fuentes, Kim ``�'A Cc: tomglov@aol.com Subject: February 1 Public Hearing Dear Leslie Kanes Weisman and Southold Zoning Board of Appeals, We received the public hearing notice for Theodore and Anna Boutzalis#7131 request for variance and have reviewed the documents that were attached. We live directly across the street from 670 Holden Avenue and support the renovations proposed. We do not object to the variance, for the front of the house being a little closer to Holden Avenue than the current structure, and believe the renovations will result in an attractive house that will improve the look of the neighborhood. If you have any questions or want any additional information from us, please do not hesitate to contact us. Sincerely yours, Tom and Jane Glover 645 Holden Avenue Cutchogue, NY 11935 Phone. 631-734-8623 1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �`� _ �® 53095 Main Road•P.O.Box 1179 h® �® Southold,NY 11971-0959 Patricia Acampora3 Office Location: Eric Dantes cgs Town Annex/First Floor,Capital One Bank Gerard P.Goehringer a 54375 Main Road(at Youngs Avenue) Nicholas Planamento 2�`c®CNV Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 1, 2018 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, FEBRUARY 1, 2018. 10:15 A.M, -THEODORE AND ANNA M. BOUTZALIS #7131 — Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's October 19, 2017, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the code required minimum front yard setback of 40 feet; located at: 670 Holden Avenue, Cutchogue, NY. SCTM#1000 110-5-20. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov Dated: January 18, 2018 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 SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of MAILINGS �I Ce ✓1 C) ��ZC ISS (Name of Applicants) SCTM Parcel ff 1000= COUNTY OF SUFFOLK STATE OF NEW YORK I, residing at c New York, being duly sworn, deposes and says that: 01, the day of , 20 , I personally mailed at the United States Post.Office in ,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 oA the current assessment roll verified from the official records on file with the( )Assessors,or( ) County Real Property Ofice for every property which abuts and is across a public or private street, or.vehicular right-of=way of record, surrounding the-applicant's property. (Signature) Sworn td before me this c CONNIE D. BUNCH _ )q4)H ) day of�j ky\tkV,.r , 20 Cj Notary Public,State of Now York No_01 BU6185060 Qualified in Suffolk County (`' - Commission Expires April 14,2 l (Notary Rublic) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. Thank you. Postal U.S. Postal Sep-iceFM U erviceTM.S. S CERTIFIED � 'ILT. RECEIPT CERTIFIED MAILT. RECErPT � 1 1--.JA Er (Domestic Mail Only; •No •Insurance Coverage •Provided) nj (Domestic Mail Only;No insurance Coverage Provided) M r-9 . . rq For deli3,?1 ry maweps.coe,KPYU"M A L U 3 E E F4� 03§ AL USE ro ru P o Ng ru Poaj;e°3f, x Vj L 7 $2.75 C', Certified Fee r%- Certified Fee $17J.1710 lr,6i $0.00 $0.09 ark '0� Return Receipt Fee V1j Postmark -Z- r-1 - JAN C3 Return Receipt Fee (Endorsement Required) $0:0171 IYT018 (Endorsement Required) ore C3 — C3 n W.UU z (Endorsement Required) C3 Restricted Delivery Fee • C3 Restricted Delivery Fee 8 (Endorsement Requlre? C3 M r%- Total Postage&Fees $ = Total Postage&Fee;4L $7.it C3 C3 -— &PR -Sent To Sent To rij ----------- , -.0� - ------- ru ,pwa..� rq 'N&7ig M or PO ------ No. City,State,ZIP+4 a; �] ��PM Box No. -- ----- ---- --- CkC--k =0.——6 j z—&m See Reverse for Instructions PS Form 3800,August 2006 See Rever."%for Instructions PS Form 3800,August 2006 U.S. Postal ServiceTM U.S. Postal Service rTM CE CERTIFIED MAILTr,, RECEIPT RTIFIED MAILT. RECEIPT co (Dome�qic Mail Only;No Insurance Coverage Provided) No ins urance Coverage Provided) I Ln (Domestic Mail On I Er rq ,M rwq wn�, C3 11TRIMMI"01111111111111 Er Ta Cr MMM cc eflR L U, col 'u-001.1f M 11C976 A L E sf 3 1:1 ru 0958 Posta , *1 -�7-- 1-.15 ru= Po g; $ 0 Certified Fee IJ L P,cc rl-- 0 Certified Fee I Pisa'a C r9 Return RecelptFee r9 ntRequ C3 Receipt Fee Here C3 (Endorsement red) (Endorsement Required) C3 EM M Restricted Delivery Fee 3 2018E:3 Mol Restricted Delivery Fee a" C3 rsIM (Endorsement Requi$1 red) M rs (Endoement R�qul` $ Total Postage&Fees r%- 01/13/2018 - Total postage&Fees $ C3 $7°.,_ Pz ATMIRI C3 $7. -Sent PW75-� ru ------�� ---------------------- ru --------—------------ r-9 M or Po�!x -----Lcm--------- -T�t -.!� Box No. ......... ---Sf -- ---------------- r%- -----------We city,stare, liM tgfj,Y[Fw !� 0 Mf Is. U.S. Postal Service'r. U.S. Postal Service'r. i CERTIFIED MAILr,, RECEIPT CERTIFIED MIAILTr, RECEIPT r ' Ln! (Domestic Mail Only;No Insurance Coverage Provided) .0 _ (Domestic Mail Only;No insurance Coverage Provided) ru I --- C3 For delivery informationvis.it our website at VVY"w-usps.conlo ErA W T Fr4 r F• • •� A L L U ca U °tip co $3. '55 ..— If UL �41 1-15 ru PO tage $ Postage s $9.75 1-5 Cerfiffed Fee $0.00 Certified Fee $0.00 $11 Q.99-- 18 C3 (End Return Receipt Fee $1:1. J41V 3, Return Receipt Fee AL10 20 (Endorsement Required) /Postma C3 (Endorsement Required) $0.00 Here C3 C3 C3 (=ed.Dellvery Fee m % C3 Restricted Delivery,Fee nt RequVd) (Endorsement R.qu red) M C3 1 01-1 r- 01/13/2018 Total Postage Fee. r Total Postage&Fees $ $7. C3 $7. 1 -Sent To Sent To .----- - ----------- ruCu ------ atto.; Y"o- - -- rqt, ,,;0.;' ----------- rLI ('0 �->- M OrPOE or PO Box No P -b r --------lox-n--UPLI� r' City State.ZlP+4------ -- 7--------- City,City,�§gte,ZIP+4 —C PS Form 3811,August 2006 See Reverse for Instr.uctions ust 2006 See Reverse for Instructions � B� I-foll��n auk. �c�kcl�cy�w n�P II43� oon �� Psd�Mem Aar — S — �1/ 2 —1�or�ie �lave �/ (oaU lViSh �nS uiell hep //�� - � ^ sl 6 -7qa � --2 Zs, pPMS r$heeha /� 26S-- 0, 9 s , 4d - �4�il,og,� /1c�.'lI93S Gilee,{Car/,F . 3��3I oil v . • 7A. ■ Complete items 1,2,and 3.Also completeSignature item 4 if Restricted Delivery is desired. ✓ 1J%L ❑Agent■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. . Received by(Printed Name) C D too Delivery + ■ Attach this card to the back of the mailpiece, 0 �1. �,t e i or on the front if space permits. D. Is delivery address different from item 1? ❑Yes I 1. Article Addressed to: If YES,enter delivery address below: 13No W eA �r�k { 3. Service Type y --fl—Certified--fl—Certified Mail ❑,Express Mail C kO 5 ULr� eq [3 Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. k 4. Restricted Delivery?(Extra Fee) 13 Yes 2. Article Number ; ; t ; (Transfer from service label) 7 012 0 4 7 0 = 0 0 01 `7 4 2 8 , 9 0 9 5, PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540; • ON •MPLETE THIS SECTION ON• ■ Complete items 1,2,and 3.Also complete A. Signatpre item 4 if Restricted Deiivery is desired. !��\ \ O Agent ■ Print your name and address on the reverse X ❑Addressee 1 S so that we can return the card to you. B. Rec ved by(PAted Nam) C. Date ol Delivery I ■ Attach this card to the back of the mailpiece, or on the front if space permits. la 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No r 3. SServi�ype 1 Certified Mail ❑Express Mail t ' C Li t `C3 Y ' I �j S ❑Registered ❑Return Receipt for Merchandise f ❑Insured Mail ❑C.O.D. p 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ( 7`012 0470 0001 7428- 9132 transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-154011 COMPLETE • COMPLETE' • ON DELIVERY s M Complete items 1,2,and 3.Also complete A. Signature � , item 4 if Restricted Delivery is desired. �� ;Sjl Agent ■ Print your name and address on the reverse X �, i%' ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece,; or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No I� 6-tas lore 3. Service Type O C rtified Mail 0 Express Mail T 0 t ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number; : { ' 7 012 0 4 7 0` `0 0 01 .7 42 8 ;9125' { (Transfer from service 1 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 I • RECEIPT r"I (Domeslic Mail Only;No Insurance Coverage Provided) • V:.. ', 5 1.27°fes 8•E ca C ClJ Postageti: U.7c P IFUL ll, I, Certified Fee - 017Ir:1 1`1004' �1 p Fee Ermlred �a,8eRequ bj + O Restilcted Delivery Fee (Endorsement Requl �) i Total Postage&Fees [lipflf1�Y�� C3 $7, Sent Torq C v - •.. - - O SYieef,Apt-RE 2� � C3 or PO Box No. &ft CW,state,ziR+d�-�SS - N :rr rr. See Reverse for Ins.tructiolls SENDER- • •N �Ai_COMPLETE 1 THIS SECTIONON DELIVERY ■ Complete items'1,2,and 3.Also complete A. S!gn t e item 4 if Restricted Delivery is desired. X ��-�Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Print Name) C. D to o Del' ery I ■ Attach this card to the back of the mailpiece, ! I or on the front if space permits. D. Is delivery address different from item 1? ❑ es 1. Article Addressed to: If YES,enter delivery address below: ❑No Nn Sl� Q� t & I -A-_Pdj sfr, -�_ fir. • 3. Service Type SCO44 �ified Mail 13Express Mail �vt��s�( V ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. + �( ( 4. Restricted Delivery?(Extra Fee) El Yes f 2. Aransfe,le Number oms ' I ' 7012'' 0470 0001 '74'28` 9118 # - : `� i (transfer from service la ' PS Form 3811,February 2004 Domestic Return Receipt 102595-02-.4 i W comPLETE THIS SECTION • . • DELIVERY I ■ Complete items 1,2,and 3. A.�atur■ Print your name and address on the reverse �5 f 10,(gentso that we can return the card to you. X` dresses ■ Attach this card to the back of the mailpjece, Rece'ved by(Printedatlame) C.Date of Delivery or on the front if space permits. ! 1. Article Addressed to: = is delivery address different from item 1? ❑Yes If YES,err to f dellyery address below: ❑No ' -E�1 W� C 4I ea �, `cit (C'0001 ; ! >Jlµ(- i C k o c -- !i I l9 f . I 3. t II I IIIIII IIII III I II I II II I I II I I II III I I III I II III Serviap - E3 1 ExpressQc � Cl AdultSlg ❑R MallIK f ❑60YR Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 1878 6104 5500 50 ertifled Mail® pehvery ❑Certified Mail Restricted Delivery ❑Retum Recelptfor Q Collecton Delivery Merchandise —2,Article Numb-�--- 9 a 8 8 `�3 I 13 Collect on Delivery Restricted Delivery E3 Signature confrmationTm 0001 7r4?8 S ! ❑Insured Mall t ';; ,' !i, ❑Signature Confirmation 2 04713 ❑insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,,July 2015 PSN 7530-o2-000-go53 pomestic Return Receipt TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of POSTING a00 14 'Nair te of Applicants) Regarding-Posting of Sign upon Applicant's Land Identified as _ SCTM Parcel#1000- //,D-5 2.0 COUNTY OF SUFFOLK) STATE OF NEW YORK) residing.at j Z S. ,,, f(r��-�(� Real'�c New York, being duty sworn,depose and say that: On the day of019 , I personally placed the Town's Official Poster, with the date of tig and-nAture of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of- way(driveway entrance)—facing the street or facing each street or right--of-way entrance,* and that I hereby confirm that the Poster has remained.in place for seven(7) da rs prior to the date of the subject hearing date, which hearing date was shown to be t'-ZLj l r (Signature) Swom to before me this Dayof jpviUcYj , 2018 ` TRACEY L. DWYER "/ia NOTARY PUBLIC,STATE OF NEW YORK x a , NO.01 DW63069o0 otar Public QUALIFIED IN SUFFOLK COUNTY S` ) COMMISSION EXPIRES JUNE 30,2O� * near the entrance or driveway entrance of my property, as the area most visible to passerby. COMPLETE THIS SECT161 ■ Complete items 1,2,and 3.Also complete A Signa ,e item 4 if Restricted Delivery is desired. X A t ■ Print your name and address on the reverse _ ❑Addressee so that we can return the card to you. B. Received by( ,-inted Nam-of C. D to o4e):.ry �\ IN Attach this card to the back of the mail Piece, or on the front if space permits. ` D. Is delivery address different from item 1. ❑Aes ` 1. Article Addressed to: J�4L/ y( If YES,enter delivery address below: ❑No , Az r\ S 3. Service Type 006LL(A ' mortified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 4 2. Article Number E ,7p12 [1470 '0001 `7428 .91D1 ` (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt<e, 102595-02-M-1540; _#0002162730 -, STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck,in said county,being duly sworn,says that she is Principal Clerk of THE SUFFOLK TIMES ' a weekly newspaper, published at Mattituck, in the Town of Southold,County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 01/25/2018 ve_aA." � Principal Clerk 01"Sworn to before me this day of `l 6HRISTINA V401LINSKI NOTARY PUBLIC-STATE OF NEW YORK No. 01V06105050 Qualified In Suffolk County My Commla{Ion 8rpiroe February 28,2020 L TYPESET Wed Jan 17 12.17 00 EST 2018 construct additions and alterations to an LEGAL NOTICE existing single family dwelling at; 1) less SOUTHOLD TOWN ZONING BOARD than the code required minimum side yard OF APPEALS setback of 20 feet,located at: 7065 New THURSDAY,FEBRUARY 1,2018 Suffolk Road, New Suffolk, NY. PUBLIC HEARINGS SCTM#1000-117-5-30. NOTICE IS HEREBY GIVEN,pursuant to 11:30 A.M. -EROL BASKURT #7130— Section 267 of the Town Law and Town Code Request for Variances from Article XXIII, Chapter 280(Zoning),Town of Southold,the Section 280-124;and the Building Inspec- following public hearings will be held by the tor's October 23, 2017, Notice of Disap- SOUTHOLD TOWN ZONING BOARD OF proval based on an application for a APPEALS at the Town Hall, 53095 Main building permit to legalize"as built"addi- Road, P.O Box 1179, Southold,New York tions and alterations to an existing single 11971-0959,on THURSDAY,FEBRUARY family dwelling,at; 1)less than the code 1,2018. required minimum front yard setback of 10:00 A.M. - PETER NEGRI AND 35 feet;2)less than the code required mini- ELIZABETH KAYE NEGRI#7128—Re- mum side yard setback of 10 feet;located quest for a Variance from Article XXII, at: 3575 Mill Road, Peconic, NY. Section 280-116;and the Building Inspec- SCTM#1000-67-2-12. tor's October 10, 2017 Notice of Disap- 1:00 P.M. — RICHARD J. MCBRIDE proval based on an application for a #7126—Request for Variances from Article building permit to construct additions and II Section 280-9A(1)and the Building In- alterations to an existing single family spector's September 29,2017 Notice of Dis- dwelling at;1)less than the code required approval based on a permit to legalize lot 100 feet from the top of the bluff,located at: recognition, at; 1) at less than the code 9775 Nassau Point Road (Adj. to Little required minimum lot size of 20,000 sq.It., Peconic Bay), Cutchogue, NY. 2)at less than the code required minimum SCTM#1000-119-1-6.1. lot width of 300 feet;located at:11750 Or- 10:15 A.M.-THEODORE AND ANNA M. egon Road,Cutchogue,NY.SCTM#1000- BOUTZALIS#7131—Request for a Vari- 83-3-5.2. ance from Article XXHI,Section 280-124; 1:15 P.M.-KEVIN FOOTE#7127—Re- and the Building Inspector's October 19, quest for Variances from Article III,Sec- 2017,Notice of Disapproval based on an tion 280-15; Article XXIII, Section application for a building permit to con- 280-124;and the Building Inspector's Oc- struct additions and alterations to an exist- tober 6,2017 Notice of Disapproval based Ing single family dwelling,at;1)less than on an application for a building permit for the code required minimum front yard set- additions and alterations to an existing sin- back of 40 feet;'located at: 670 Holden gle family dwelling,construction of an ac- Avenue, Cutchogue, NY. SCTM#1000 cessory garage,and construction of an ac- 110-5-20. cessory swimming pool; 1) additions and 10:30 A.M.-RENE, MENDEZ AND LES- alterations to a single family dwelling lo- LIE HENSHAW #7132 — Request for sated less than the code required minimum Variances from Article IH, Section 280- front yard setback of 35 feet,2)proposed 13C;Article XXH,Section 280-105C;and accessory garage located in other than the the Building Inspector's October 12,2017, code required rear yard,3)proposed acces- Notice of Disapproval based on an applica- sory swimming pool located in other than tion for a building permit to construct an the code required rear yard;located at:780 accessory building and to legalize an"as Champlin Place, Greenport, NY. built"six feet high deer fence in the front SCTM#1000-34:3-36.1. yard, at; 1) the proposed accessory The Board of Appeals will hear all persons structure (private residential fitness or their representatives,desiring to be heard at building with basement)is not a permitted each hearing,and/or desiring to submit writ- use,2)fence more than the code required ten statements before the conclusion of each maximum four(4)feet in height when lo- hearing. Each hearing will not start earlier sated in the front yard; located,at: 3945 than designated above.Files are available for Soundview Avenue,(Adj.to the Long Is- review during regular business hours and land Sound) Peconic, NY. SCTM#1000 prior to the day of the hearing If you have 68.-1-15.1. questions,please contact our office at,(63 1) 11:00 A.M.-CACIOPPOLIVING TRUST 765-1809, or by email: KimF@ #7133—Request for Variances from Article southoldtownny.gov III,Section 280-15; and the Building In- Dated:January 18,2017 spector's October 24,2017,Notice of Dis- ZONING BOARD OF approval based on an application for a APPEALS building permit to demolish an existing sin- LESLIE K A N E S W E I S M A N, gle family dwelling and construct a new CHAIRPERSON single family dwelling and construct an in- BY.Kim E.Fuentes ground swimming pool, at; 1) existing 54375 Main Road(Office Location) frame barn located in other than the code 53095 Main Road(Mailing/USPS) required rear yard;2)existing frame ga- P.O.Box 1179 rage located in other than the code re- Southold, NY quired rear yard;3)existing frame chicken 11971-0959 coop located in other than the code re- 2162730 quired rear yard; 4) proposed in-ground swimming pool located in other than the code required rear yard;located at:4805 Alvah's Lane, Cutchogue, NY. SCTM#1000 68.-101-2-22.1. 11:15 A.M. - STEVEN WALSH#7129— Request for a Variance from Article XII, Section 280-53;and the Building Inspec- tor's October 26,2017,amended Novem- ber 21,2017 Notice of Disapproval based on an application for a building permit to rluTli, E GF HEARI140 The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road, Southold : NAME BOUTZALIS , T . 8 A. #7131 MAP # 11 0 .-5-20 VARIANCE SETBACK REQUEST ADDITIONS & ALTERATIONS DATE : THURS , FEB . 1 , 2018 10 : 15 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM . ZONING BOARD -TOWN OF SOUTHOLD 765 - 1809 I 7 ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net January 8, 2018 Re: Town Code Chapter 55 -Public Notices for Thursday, February 1, 2018 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. -The Notice will be published in the next issue of The Suffolk Times. 1) Before January 16th: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors' Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing, providing the returned letter to us as soon as possible; AND not later than January 22nd: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later January 24th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (it is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before January 30, 2018. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Encls. BOARD MEMBERSO� $f�Ul Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road-P.O.Box 1179 !O Southold,NY 11971-0959 Patricia Acamporaic Office Location: Eric Dantes CA Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 54375 Main Road(at Youngs Avenue) Nicholas Planamento IyCOU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 November 9, 2017 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #7131 Owner/Applicant: Boutzalis, Theodore &Anna Action Requested: Construct deer fence in front yard - height Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson Bycz�If e2 AQ�24��Z Encls. - �� SURVEIL OF PROPERTY AT C UT CFO G UE { V1 T 0 WN OF S O UTHOLD ~�\ SUFFOLK COUNTY, NEW YORK k 1000-110-05-20 SCALE: 1 `30' FEB. 27. 2001 MAR. 12, ?001 ( certification 1 APRIL 6, 2001 23112tti9J`� ®� Apr' I2, 200/ (revl;;Ions 1 dune Zl, 200/ (ievlslons! o_ ISL � o A L S F M cuR No1'S • 310 � `�' •`\` �� '�, 1 b� �p88�ESt0 0 \ 621 ,�0 . , •`�` .� i ��a`�(� /� � � A .O. \ S. � 2 CERTIFIED TO, 0� { THEODORE BOUTZALIS .�3 - ANNA M. BOUTZALIS 62 LAWYERS TITLE INSURANCE CORP. HSBC MOR TGA GE CORPORA TION (USA),its y9 �= successors and/or assigns aF NEK'y J'J,f o�N T.MFrtO O� f N *S L IC. NO, 4 9618 NOV Q 2 17 P C:C" I C `' _ YD PC sNY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION AREA ^ 22 rJ-W SCi f f '6 �� EqS - 2 O FAX:(631) 765-1 i OF SECTION 7209 OF THE NEV YORK STATE EDUCATION LAW. . ®"rGpPCERTIFICATIONS EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL APpc O HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ! FApPI,pLS 123(, "`c ��E'k BEET . Ao no rnPIF"S BEAR THE IMPRESSED SEAL OF THE SURVEYOR E=MONUMENT + SOUTHOLD, .Y 11971 0 1 �. BOARD MEMBERS OF soar Southold Town Hall Leslie Kanes Weisman,Chairperson �� yp 53095 Main Road•P.O.Box 1179 l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes N Town Annex/First Floor,Capital One Bank Gerard P.Goehringer a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �'�lOUNV Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 February 22, 2018 Catherine Manno 325 Wells Road Peconic,NY 11958 Re: ZBA File# 7131 Boutzalis, 670 Holden Avenue, Cutchogue SCTM No. 1000-110-5-20 Dear Ms. Manno; Transmitted for your records is a copy of the Board's February 15, 2018 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 call the office. STl Kim E. Fuentes Board Assistant Encl. cc: Building Department