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..i•- _ . . , Gixini id 44. brade,v ,S -- h r ..,' - !'-• Di SD PlC-4- tfr-- __ 0 _:_t3- ti. - ///- 7/iVio3 ilecy /Da/ _v_t_ ski. . . . . . __ .. .s, ) . . i • i , 1 . . . , / • AI IA/ OO APPEALS BOARD MEMBERS 0.4t$ W 0 - Southold Town Hall Ruth D. Oliva, Chairwoman � 53095 Main Road Gerard P. Goehringer • Q P.O. Box 1179 Lydia A.Tortora Qg ) Southold,NY 11971-0959 Vincent Orlando ®� ��� Tel. (631) 765-1809 • James Dinizio, Jr. $ ,•' Fax (631)765-9064 ,,,. http://southoldtown.northfork.net FEB 2004 BOARD OF APPEALS RECEOVE®¢�.e4� TOWN OF SOUTHOLD `�:Ooz �/!I ON ®app of APPEALS FINDINGS, DELIBERATIONS AND DETERMINATION? � B41 5 14 MEETING OF FEBRUARY 12, 2004 _ 0 � . Appi. No. 5340 - JOSEPH GULMI and SUSAN BRAVER GULMI ' 'Sot thofd'town Clerk Property Location: 250 Pine Tree Court, Cutchogue; Parcel 98-1-7.11. 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 1.1324 acre parcel is situated at the end of Pine Tree Court in Cutchogue, with frontage along a 50-ft. wide right-of-way along the northerly and westerly lot lines. The property is improved with a one-story frame house with attached garage and deck areas, and a small shed structure, as shown on the December 20, 1989 survey prepared by Peconic Surveyors, P.C., amended March 7, 2001. BASIS OF APPLICATION: Building Department's March 4, 2003 Notice of Disapproval, citing Section 100-33 in its denial of a building permit application concerning a proposed accessory swimming pool, garage, and shed in a yard other than the code-required rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 24, 2003, October 9, 2003, and January 22, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct accessory structures in the front yard area with setbacks as follows: (a) an in-ground swimming pool structure at a minimum of 30 feet from the northerly and westerly front lot lines; (b) an accessory frame garage and cabana structure at a minimum of 40'9" from the northerly front lot line and minimum of 53 feet from the westerly front lot line. The original locations were shown on hand-drawn alterations of the December 20, 1986, amended March 7, 2001 by Peconic Surveyors & Engineers, P.C. The setback on the initial hand-drawn sketch requested front yard setbacks at 25 feet. ADDITIONAL INFORMATION:AMENDED RELIEF: On November 20, 2003, the applicants submitted a plot plan and elevation plan as requested by the Board prepared by John MacLeod Riba, Inc. dated November 16, 2003. Page)2—February 12, 2004 Appl. No. 5430—J. Gulmi and S. Braver CTM 98-1-7.11 at Cutchogue REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicants indicate that they want to use to cabana and garage with installation of both water and electricity for their own private use related to the new pool, but not for habitable or sleeping. Several of the lots in the area are improved with accessory buildings in the front yard areas. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. There is limited rear yard available to place accessory buildings because the house is situated closer to the southeasterly corner section of the property, leaving two very large front yard areas and a large side yard area, also requiring relief from the code restrictions. 3. The variance granted herein is substantial. The accessory buildings are located entirely in a front yard area instead of the code-required rear yard, and the property is adjacent to wetlands on the easterly border. 4. The difficulty was self-created when the lot was created from a much larger parcel of property, resulting in two front yards, and the house became situated closer to the south/easterly border of the property. 5. No evidence has been submitted to suggest that a variance in this waterfront community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of accessory structures, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Tortora, and duly carried, to GRANT the variance as applied for, as shown on the John MacLeod Riba, Inc. dated November 16, 2003, and SUBJECT TO THE FOLLOWING CONDITIONS: 1. Only the utilities of water and electric will be permitted in the garage and cabana shed. 2. The pool shall remain open to the sky (not be enclosed or roofed). Page"3—February 12, 2004 Appl. No. 5430—J. Gulmi and S.Braver CTM 98-1-7.11 at Cutchogue 3. The buildings and structures shall not be rented separately from the home. 4. No heat is permitted, and no living or sleeping is permitted in the accessory buildings. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Tortora, and Dinizio. Absent was Member Goehringer. This Resolution w my adopted (4-0). lUt Ruth D. Oliva, Chairwoman 2/19/04 Approved for Filing o LEGAL NOTICE SOUTHOLD TOWN BOARD OF APPEALS THURSDAY,JANUARY 22,2004 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Chapter 100 (Zoning), Code of the Toulon of Southold, the following public hearings will be held by the SOUTHOLD TOWN BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Box 1179, Southold, New York 11971-0959, on Thursday,January 22,2004, at the time noted below(or as soon thereafter as possible): 9:35 AM - Joseph Gulmi and Susan Braver Gulmi #5340. Request for a Variance under Section 100-33, based on the Building Department's March 4, 2003 Notice of Disapproval. Applicants propose a swimming pool, accessory garage and accessory shed in an area other than the required rear yard, at 250 Pine Tree Court, Cutchogue; Parcel 98-1-7.11. 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. If you have questions, please do not hesitate to call (631) 765-1809. Dated: December 8,2003. RUTH D. OLIVA, CHAIRWOMAN BOARD OF APPEALS By Linda Kowalski ;a fc ti FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 4, 2003 TO: Joseph Gulmi 250 Pine Tree Court Cutchogue, NY 11935 Please take notice that your application dated January 21, 2003 For permit for to make construct an accessory in ground swimming pool, an accessory garage and an accessory shed at Location of property: 250 Pine Tree Court, Cutchogue,NY County Tax Map No. 1000 - Section 98 Block 1 Lot 7.11 Is returned herewith and disapproved on the following grounds: The proposed construction, on this is not permitted pursuant to Article III, Section 100-33 which states that- "la the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200., and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." ag, Total lot covera_e would be less than 20 percent. ___........, u horiz;• Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. - 4110 4110 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS For Office Use Only Fee:$ / Filed By: apg. Date Assigned/Assignment No. ,5X07-67Q Office Notes: Parcel Location: House No. =j5 0 Street °i, _i 2��_cOv,2T Hamlet Ccf Tehf''C-el - SCTM 1000 Section `/;'Block a/Lot(s) 7/f Lot Size /./3ddZone District x' I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: Vi//03 Applicant/Owner(s): ,/cis e—, c-vi-„i/ c-44 c S:"s.--.v a . Mailing Address: .75Z' /,ii€ Zcc Co./2T-" C'v'rc14oc-clE, /t/.'/ //936-- Telephone: i'3/) 73 V NOTE: If applicant is not the owner,state if applicant is owner's attorney,agent,architect,builder,contract vendee,etc. Authorized Representative: env Address: Telephone: Please specify who you wish correspondence to be mailed to, from the above listed names: lg Applicant/Owner(s) ❑ Authorized Representative ❑ Other: WHEREBY THE BUILDING INSPECTOR DENIED AN APPLICATION DATED 3 4/d3 FOR: „r Building Permit ❑ Certificate of Occupancy ❑ Pre-Certificate of Occupancy ❑ Change of Use ❑ Permit for As-Built Construction Other: Provision of the Zoning Ordinance Appealed. Indicate Article, Section, Subsection and paragraph of Zoning Ordinance by numbers. Do not quote the code. Article Section 100- 33 Subsection Type of Appeal. An Appeal is made for: r )1 A Variance to the Zoning Code or Zoning Map. ❑ A-Variance due to lack of access required by New York Town Law-Section 280-A. ❑ Interpretation of the Town Code, Article Section ❑ Reversal or Other A prior appeal❑ has pas not been made with respect to this property UNDER Appeal No. Year 1 • Page 2 of 3 - Appeal Application ._1 Part A: AREA VARIANCE REASONS (attach extra sheet as needed): (1) An undesirable change Will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties, if granted, because: .�-e /s rL-, sJc ,e4.: 'u"/ mc4 4,____ t (A)/tes€-1 r P"rii-5S cc,41.475//' ciuv�c. nervi leu--,-/-0 '7�tasf"„!O�'✓ -1 11E.,/ 1,1 yac'm ? 5 c tJlw i. hWC 5iWant"—incoi t r JCS Ih /AZ_ ,1t"e r_J, (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: J r� � /lie_ ra ite-k- ci b a C CV ID c�d s (-LAS - /� 5'`civ ct v�25 A a v� ih (4.1 c,96 7745 p � ryocaAr///4/1-/E-r-r?V/4-V{- as_ -c-re els ar-zcc r.i-d i,ts.; iin-eAviirri r j (3) The amount of relief requested is not substantial because: 1 is)i5t16 5 v� 2( 5e,0 5/ 4� r rC �5;11 ��� 1�� Qdl'6cdt1-er ic.v�G� 7 5 �� �/�iin� c /' ,�-' �`lce -��i l bay'/c"cz�-/qo9d L,r7'//n o /'.n ac-7' 144L. S CertG9 ZO9ch`n en,e//®h, 'f/ o� e4lo od std c, ,y Dais. (4) The variance will NOT helve an adverse effect or impact on the physical or environmental conditions in the neighborhood__`,�� or district because: •jJ�,r,,,,ppos-_d co-,s/c:-`cox_& ,ej�,�p 1 OG'c�5 �.44,1, irral Z4 j/( 56/17Vic-n /r75 ,7rrpIr�c`, Lel(re-y7/7,` crdtie-z� c st sc� ce (5) Has the variance been self-created? ( ) Yes, or (‹) No. If no , is the construction existing, as built? ( ) Yes, or cx) No. (6) Additional information about the surrounding topography and building areas that relate to the difficulty in meeting the code requirements: (attach extra sheet as needed) ,_G-o, 4 c d `cn 7 .601-4,-1)19 sWa r d 6 aptc/i a YZe ,p-c gs=t`A sh ES >'rz ret ice w" - /n ,6aai ,` u- �v /-49 Side ><'fie” , jtJn 46'us£ W�D`-sJu�r�5 6e,- ✓ e-•r //c,e E �is7lruc/.`_a.4.d sf 4 deal portkr- This This is the MINIAU!that is necessary and adequate, and at the same time preserves and protects the character of the neighborhood and the health, safety, and welfareeoof the q-,--Aasze, wf-I-x..,wr rE-pa 6rse_6e e joi-cm_e-f-V-cy 1)1 /iLt-n J(he 1 e 14/l 7te k5 i7•cen �O v '�trr� i`en. _ s ( ) Check this box and complete PART B, Questions on next page to apply USE VARIANCE STANDARDS. (Please consult your attorney.) Othe ise, please proceed to the signature and notary area below. Sigrfature of Appellant or Authorized Agent Sworn to before me this (Agent must submit Authorization from Owner) 0./�ayof .. ... , , 2003 iia., ,i ._i . . / e tart' Public) JOYCE M.WILKINS ZBA App 9/30/02 Notary Public,State of New York No.4952246,Suffolk County Term Expires June 12,�Qo� 111 g/7/4.3 .7- ,),i77/01„6 / .11/ - 1--ilWehdf ,P1/21-ai d6")/cA9/W V I,4,/e€ /*/ / �tf C f 7; e 6 Alt y .L` - 4.v0 �✓� 77/ sri *4);),,g-: 4/meg-__ bis,471,/tA44-- ,,-A & IOW' , /447Y'/ 21/7v/i/iie A/07,5 b//4z. /t saw,--KA A ii i/4g h , e ,y Q 775 "PW-42-L_ 6y //- - m /`may � d3, (6 )) 7W-- -7aae/ Cvm ol-i/(7, /1/y //f3.5 45.840 C 0i 14 i I graves o TOWN OF SOUTHOLD PROPERTY RECORD RD OWNER STREET-2 0 VILLAGE DIST. SUB. LOT 1) sots ' IS, .ftra✓r ?ne,-.1-re.-e_ Cu . -cm0 ,uj 9 1 e.s_ FORMER OWNER N 1,--laCa efl�ra E ACR. y-5rcWic btaiten *arra (P'v7. 1-4) - prier 1ite�6 u1s. Z/,v4_ i. / 3it RG f03 r S W ,LtA,eCe `"eti-�0 TYPE OF BUILDING :2® RA S. I u C a: 11- 4 Al 0- N. O "i iiND ( Tv f PP) V E ,;(6117 d CI /"" 1,---,:i".., e t tES 1O SEAS. VL. ,"N FARM COMM. CB. // MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS i. 726(6 4.3- /a D 0 ./,;;1 o© /3o/7-n_ -51/3/7.6 °/S, Od o (SNL It ePa)/;---"ZU c�1-AwO 7; /9, / _y.5/ k/rc Z.i-li/i 1Y Q,) 6.S-4 0 7 D 01 //2`Y/-zS 579/?.5- /3/4 fe °7 ex 8'2, &t o `i r DK!, £ 16,o 0 0 I odf - )_. 16p7 4 Nil.,-;.e wtc ,.4 r . -Jo W(rs ie tAiTc,� -`34.,43 t1 --L_ 10239 i.. 144 - Me3- i e w t� -(cs.C--14 11-11; e^,4Kn 2�'". .),..CLC, V t 4/q/19 -L. i\--rop 11 - C�ai ni = G t,/m 4 -' /ODooz7 f t���71q!7-BPmaL/31,3 - consf 4L4-eka..-001 -Da c'Iliin . ` ii -2194 0/ "i , a /I A ;•'1 w D CD • 'illabie FRONTAGE ON WATER Voodland FRONTAGE ON ROAD Aeadowlond DEPTH louse Plot BULKHEAD otal • �,+���r�j Y• I '` )I I �r f i,,,•iii...,,zrE, '��' , ' 114, .. \�„ Q{41 `4._ f ° COLORA 1 / In/ fiA ,' / '�; ,:;�-.A &'4 ,�,�` � 2 U z / Ul/ ! fd e�1 TRIM (/V�t ( 2 1 ,s— 1 -iv / AIN4Allfrifr. P� a« h, st � A �r ,4-,"1,.'"-'*:. 4`1�2' ' tq jIi ' "'"/ I- di 1- 40 Cry@ 1 ' `� 4 � r ,:t: I I • rf /Star r' I / f/3 f —X•21 L� – I x.�.� df/ ;`.0 X yl I - 4 8, Gar, e V4, �". , 2 '" 0 2s- /6r s ' 59�7m 1..(r• n V xtensio 1 X 2/ 2s-21i Extension I " C.. j / – 1, �} ' 5. yi Foundation I A I • Bath 2 //L Dinette I _- J~1( . - , ,s---0 y 7 Basement v d� Floors �(7`o W, K. Po - ' Ext. Walls ► S/ Interior Finish , ?��f, LR. Breezeway Fire Place TT Heat DR. Garage s V 14 , 9 � 0Z dType Roof 1, ` Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. s It, Dormer Driveway Total - i "e' IIP A:1 r y . . 4 L, ' 1 \1 P q R K PROPERTY' 250 PINE TREE CT. ` S 8,, ° 4 2 ' 5 0"E. I .WillI CUTCHOGUE, N.Y. \ / - /‘‘ \65 3 - 149.66 ' / Q — ` \ - Zone AF/ "3 0 • G - El' • , — = �� 2 \0� \'N \. Zoe r a °h cS $° _ v- 1 ti eel, N0. m �� PrP in 4. ? .\ 0,c,--z)\ -X- ' -.0 , N . ti 1''- 7O0 N -11 \ kl- ---iN0) \\''' l 1/,/6-.1 ,v,-) flic,'" ov."- Q rn W 0 LA_ / \ .., v 5 \ = CI' \ , 'to �3a• 1Z o g / `7 ��" � 0^ Se.4 z'po 'aX78_ - - i, R - `�. �,1 PFy / 55 r i '. G0al - O > 131/., go, 1 � � E y / /m .w � s G. Ar,, a•- . 4000 4P‘ / /ik • ,rrfn' t �pK — _/_ 90 - — ` '-- she, •01 , 00 0 / 1(- — — w 0 1 39 '� • " 1 �� P \ \9 3°ZQ�. N: 85 ° 42' S0 " w �° NI l v00 63 S. 6. 'N AREA = I. 1324 ACRES N• i 1 Z! Z N/ O /F �1 254.3 p) ��. 1 CERTIFIED TO: ,� , n O H Jq e w' AMERICAN TITLE INSURANCE COMPANY `MqR _� DORl,� ,- _ . o A`°s TITLE NO. 07 - 110836 _ JOSEPH E. GULMI 3> c- r CK1V ' - SUSAN B. BRAVER o CA z L(Jl�/p �I o 7 r' SURVEY VEY FOR . JOSEPH E GULM�•AND .SUSAN B. BRA VER AT CUTCHOGUE TOWN OF SOUTHOLD �O� SUFFOLK COUNTY, NY. �� FLOOD ZONES FROM FIRM 1000 - 98 - 01 - 711 / MAP# 36103C0164 G MAY 4,1998 SCALE: 1" = 4�� �'' N.Y.S. LIC.N0.49618 DEC. 2D 1986 PECONIC U- EYORS a ENGINEERS P.C. \G CONTOUR LINES AND WETLANDS ARE TAKEN ' ( 631) 765- 5020 FAX (63/) 765 - 1797 \V v FROM THE FIVE EASTERN TOWNS TOPOGRAPHIC SEPT. 19,2000 (Contours, Wet/ands8 Flood Zones added! P.O. BOX 909 P MAPS Nov. 29, 2000 (prop. additions) 1230 TRAVELER STREET Jon. 2, 2x01 l_/'v1H M. 1 SOUTHOLD, N.Y. 119-7/ MAR. 7, 2001 (wood decks ) APRIL 22, 2002 ( Ileal 1 1V4u OC 700 APPEALS BOARD MEMBERS �o'®4 y, 61p Z Southold Town Hall Ruth D. Oliva, Chairwoman ,4'/4° �;A.Ax; 53095 Main Road ,x s kY � x�� � �,� ; Gerard P. Goehringer 0 4e! ' P.O. Box 1179 Lydia A.Tortora %,179 ." .; � i Southold,NY 11971-0959 Vincent Orlando ��-n #' ,4 • Tel. (631) 765-1809 James Dinizio,Jr. � a Vs,"- Fax (631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD February 19, 2004 Fax 734-7224 and Rectular Mail Mr. and Mrs. Joseph Gulmi 250 Pine Tree Court Cutchogue, NY 11935 Re: Appl. No. 5340 -Variance Dear Mr. and Mrs. Gulmi: Enclosed please find a copy of the findings and determination rendered on February 12, 2004 by the Zoning Board of Appeals. Before commencing construction activities, please be sure to contact the Building Department for the next step in this building permit review process. When returning to the Building Department, you may want to have an additional copy of the enclosed determination on hand (if needed by their department). Thank you. Very truly yours, Linda Kowalski Enclosure Copy of Decision also furnished to: Building Department r� ,r 0 INIF I C • ,RT, CTC I )1 +7,k , t C 0 \--) R T ,,,,, ,k, . ,r . ,',.,-- N 58 42 10 E 1=6, �' 't�� �S Y if. l n `'.) ii g ,.t. ";zlle fril, i- -'I`-- { Pt ri ftiiiit O 4Ch- 0 0 yx 3 Iflf r 2 i .oglIIII PROPOSED le,. `,r,. 1-________ . i.. 1 STY FRAMED_ ' "' RACE 4 Fa si..1A, ` 1 : �,� CSA G;4' „',. so. 1 •a IV ) 1 \ [__ It.,. ,r,,, C) 1 ,.1 to,t, 1 d c � f, S 3 24 W - . . . . : :, - — r1 ' , Y ,14 Al 1 T 1 � ,,, 6. 10' ----- -;c , --- sin r F; EXTG 1 STY FRAMED r ir3. 1: SQ t ' 2 S i ^]e EXTG DI i �,1 urn `\ ' :'�Fl:iF:.til V L`' �'� fl �44i'�. ; ;,411`.!: INFOR1IATION ON THIS PLOT PLANS BASED ON THE SURVEY PREPARED BY 1 M ,fix. PECONIC SURVEYORS 4 ENGINEERS P.C., SOUTHOLD,N.Y. , PROPERTY AREA = 1.1321E ACRES - 1,, • ? ' r, ,. 1 11 TR COLT, CTC CGU ,.N e ..... r,.,.., ;,, ,TF ... _ _ .,!:, g .., C 0 __..., R ,._ ,ir r..„ 5:._ 4,, N 58 42 10 E 165.31 w S Z S I I g So CAI /- �` A N pp< I• ,,, .._ �lit53' PROPOSED '+ 1 s--r--r. FRAMED 7Q �,_ „ GARAGE 4 CA134N4' 96 h, T� iii O tY �� OV O I ,-R ,,ii ' A ftp. 24 W � • '_ . 10 ,_` co . I1 I SITE LOCATION: DATE: JOB 1 JOHN MACLEOD RIBA INC. GULMI BRAYER RESIDENCE (11) NOV 16TH 2005 631 413 O14oi 250 PINE TREE COURT SCALE: " = 20' 00 11 - CUTCHOGUE, N.Y. REVISIONS: DWG. GONSTRUGTION MANAGEMENT DRAWING TITLE: A SERYI0E5 PLOT PLAN =5 v 4 1• - I OCT 8 2003 �tie ,E7'r. 3 tic APPEALS TRANSMITTAL WITHOUT COVER LETTER 10 — s v DELIVERED / /2003 TO ZBA OFFICE FROM: \[ 1\ vL \ RE: 0 0 1 rM TT, • ---mouEcT33EstitireteiN OCT 8 2003 -- (Please inelakwittiM11...A.;A_RMeafion)-- VPIVIS rftata-si:i Applicant(s): A. Please Osti4he-dimensionsired Dimensions/size: Square footage: B. Please give thrzensions-aati sDare-heine ofneseci _extend beyond-th : --137&kenfireasisigc-: ,f-A -Square•footage: If land is vaciftitT Please give 4 is- - nuam-fnetagete_utw_lawasteztitur Dimension/size: Square footage ..;:lzi-1.4:•-• tzp Height:UV' '--1` S. I DI Purpose and itsmaramranstmcice zequesterlin.thia--amtlioafteii;-, z_ P...Q& A)( iv. Additional iniSmatier, lititI: # - in meeting the cauTeviretnenks): Two' u-s Of' - ,--,-ha_k_ket ra-4ttoo-, Fs 1.E- - les' ilAvffN v.vage 1-• G7_1-74 - V. Please submiteventapitotudsets after_sTaingczatemoftlrepEvoseel-neur tonstnziim 7102 • Please note;--Raier-ckangeA.afiersiamitting ele-rtbove _math epl,wed.in • ' Fequire a-ncm-Akktice oflliSapprzqvt-t .ffhow._:changes_zo_the jhatiai .ir4iddifierfatlimzis. pfsaye-cia-react-ear-41e4-orplease=heck avia-414igihig-Deriarimrni:(7-J65,M02-,LoDepamitelt (765-1809)ifyottilmatatiez_.-Thaiticyou, ' 6Y17 V _ OCT 3 2003 TRANSMITTAL WITHOUT COVER LETTER DELIVERED .CGI 3 /2003 TO ZBA OFFICE FROM: v L7/v-Y17V 8K4--u ry� `2-8 c /CF-,(Lv P` i 3 9 ,'3 a6 - . ,c7 ZZ-4. 2� 1 Ia 1 ; PA R /� . PROPERTY, 250 PINE TREE CT. 1 CUTCHOGU , S. 1 , 42 ' 50'E. 1 - � . / \\ \653 tel/ /, , ,�. __^ /49.66 ' i� i a, . Q� _ l _ S _ .- GO y c\ , , (el r' ti o . . 0 .\ Zoec.1\ • oh d°. pi ret-' - POOL._ RA,GE 7 0 3 nf ( f '` 4 Z - mac° \700 _�`� '� -. 7 0 1 W 5-FORAGE u._ 0 ` G ,..1-•\ - -. i 1 \%,)15 4.4rfft' \ O b. I J \ I ;- tim2°' e' ' 1� 179.4 - \ R ;' 9. z5° - - - __ - l - i ' c I OCT 2003 �5 o � ,fr , , - . r� a � cle of • / 1 ;, gyp°° • I ' R 0 --- shed o; . 4 / _ — w b \\ \ 193 9 A 41' N. 85 ° 42' PI NI '.,i / o P o 2A 65 zd 50 w. h 1 �y N65 S 6'�• 'I 4 AREA = 1. 1324 ACRES I ? - (n Z N/ O /F O 25iJ.3 p f '+.�'1 CERTIFIED TO: 0 HJ4 L M 1.1i ,. AMERICAN TITLE INSURANCE COMPANY _ AR a p w o A TITLE NO. 07 - 110836 r � (S To s•, JOSEPH E. GULMI D RNA UN p 1SUSAN B. BRAVER o Z a O / N O/ , SURVEY FOR JOSEPH E GULMI AND.SUSAN B. BRAVER A T CUTCHOGUE TOWN OF SOUTHOL D FSO- SUFFOLK COUNTY, �i FLOOD ZONES FROM FIRM 1000 - 98 - 01 - 711 NY - '° �" � N.Y.S LIC.N0.49618 v MAP# 36103C0I64!a MAY 4,1998 SCALE 1" = 40� DEC. 2O 1986 #4PECONIC U ,EYORS & ENGINEERS P.C. CONTOUR LIVES o WETLANDS ARE TAKEN FAX f63/J 765 - 1797 `N t FROM THE FIVE EASTERN TQIPNS TOPOGRAPHIC SEPT..19,2000 (Contours, Wetlands d Flood Zones added) (63/) " 765-5020 P MAPS Nov. 29, 2000 ( ro additions) P.O.-40.X'. 909 p p 130"-THAVELI R STREET - :. >,.- � e, .wa, J 22001fMW �:�;-�:..-Y:�..���.�g.�� ,�-:, �.��� =-�;�;..-gn._.. ,,_. H M. 1 - SOUTHOLD, N.Y. )/971 MAR. 7,'200I (wood decks J - 22► 2002 1 Baal 1 - t"-.7. + _.*,_:, tcW. �°-^e ..a -e�rt± _._—..-• --•_ ._-... ._,..,..,.,,,N,,, -,.. r , ,,,,•rYs �.*'^.;+d"-..,t,,r." wA,..:&. m.;M.__n_,tn... .--x.«,.a.,r4x—n: ...,,,. .... +;>_. = 'aae..a�...,,,,, ,. „- z,_ _.- _ ._._.Y--«.. } / 5 44), - .Z aif p Ckk_ / /�L eutrxr ✓ July 22, 2003 To the Southold Town Board of Appeals Dear Members: Regarding the request for a variance by Joseph Gulmi and Susan Braver Gulmi #5340, we will accept the plans submitted to you provided that there be a stipulation that their driveway is not moved so it faces our property. If this were allowed our privacy would be directly affected and the value of our property decrease. This would also necessitate tree and brush removal, thereby changing the landscape. Again, we do not object to the plans submitted to you, but movement of the driveway would force us to make an issue out of this. Thank you for your consideration. JUL 2 3 2003 Peter Walker fi' Eil-1n Walker 375 Pinetree Court Cutchogue, NY 11935 Phone: (631) 765-1809 ' BOARD OF APPEALS ' Fax: (631) 765-9064 TOWN-OF-SOUTHOLD- Fax To: 014y1 • ► From Office Staff Fax: 1 3�f� aS� Date: -1a3 -D3 Phone: Pgs: I Re: .� bl�v� ' l,(J 0u,b2A) 14(-lt Off,p cd-46 3 I v ❑ Urgent 0 For Review ❑ Please Comment 0 Await Your Reply p /'Yt,t1 July 22, 2003 To the Southold Town Board of Appeals Dear Members: Regarding the request for a variance by Joseph Gulmi and Susan Braver Gulmi #5340, we will accept the plans submitted to you provided that there be a stipulation that their driveway is not moved so it faces our property. If this were allowed our privacy would be directly affected and the value of our property decrease. This would also necessitate tree and brush removal, thereby changing the landscape. Again, we do not object to the plans submitted to you, but movement of the driveway would force us to make an issue out of this. Thank you for your consideration. Peter JUL 2 3 2003 Walker Poo P4t7- f atis iNci : >,r fir- IMPPt1;.A,4.3 V' I ,f Eil-!n Walker 375 Pinetree Court Cutchogue, NY 11935 NSMISSION VERIFICATION REPORT O TIME : 07/23/2003 14: 20 DATE,TIME 07/23 14:19 FAX NO. /NAME 7347725 DURATION 00:00:44 PAGE(S) 02 RESULT OK MODE STANDARD ECM S11* 1Jk7 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 4, 2003 TO: Joseph Gulmi 250 Pine Tree Court Cutchogue,NY 11935 Please take notice that your application dated January 21, 2003 For permit for to make construct an accessory in ground swimming pool, an accessory garage and an accessory shed at Location of property: 250 Pine Tree Court, Cutchogue,NY County Tax Map No. 1000 - Section 98 Block 1 Lot 7.11 Is returned herewith and disapproved on the following grounds: The proposed construction, on this is not permitted pursuant to Article III, Section 100-33 which states that. "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200, and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." Total to ie1Z,e would be less than 20 •ercent. u tho' zed Si: ature Note to Appl cant: A i y change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. SIDELIZABETH A.NEVILLE t1_& t Town Hall,53095 Main Road TOWN CLERK - o - P.O. Box 1179 y 2 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS - v' A'► MARRIAGE OFFICER %`�4,L ��/�, Fax"(631) 765-6145 RECORDS MANAGEMENT OFFICER � '/Q #00 Telephone(631) 765-1800 FREEDOM OF INFORMATION OFFICER _ ,�� southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: March 25, 2003 RE: Zoning Appeal,No. 5340 Transmitted herewith is Zoning Appeals No. 5340—Susan Braver- Zoning Board of Appeals application for variance. Also included is a letter from Mr Page, applicant transactional disclosure form, ZBA questionnaire; project description, SEQR form, and a notice of disapproval. PROJECT DESCRIPTION (Please include with Z.B.A. Application) Applicant(s): ✓e e- // E=. 6'Lai,Lal S'4,6; 1A& i/ 2 I. If building is existing and alterations/additions/renovations are proposed A. Please give the dimensions and overa}l square footage of extensions beyond existing building- Dimensions/size: ./I4//� Square footage- B. Please give the dimensions and square footage of new proposed foundation areas which do not extend beyond the existing building: �/� Dimensions/size: Square footage: II. If land is vacant:\N 44-d SCi Please give dimensions and overall square footage of new construction: Dimension/size: 6-2, .•4-6=,— „5 'x $' r/.2 x10' Pet)1- — -Svcd��x`f6y B'xV Square footage: EaSF 5' a .S' c�G�s� ' wf4 Height: /,,7' /o'- N/A 2 III. Purpose and use of new construction requested in this application: 6:.WAT— 6,1=-1D r �000z. e /M5 r7 o,N'Z'y IV. Additional information about the surrounding contours or nearby buildings that relate to the difficulty in meeting the code requirement(s)• i 4 6 x- F 1 AU'(3€.,27-1 /5 /9-))J 71 77,1e_ e A-N75 19:4r.b Go,AI fl.ircp 77/g/Lc— t&fre-r/I-L (4-FFci 77/c_12 /,✓t€62iY-f- R i8£,vcf sE,P4-7e44Pa €_e. ceN.57a2Ue.70/1f s V Please submit seven (7) photos/sets after staking corners of the proposed new construction 7/02 Please note• Further changes, after submitting the above information, must be placed in writing and may require a new Notice of Disapproval to show changes to the initial plans. If additional time is needed, please contact our office, or please check with Building Department (765-1802) or Appeals'Department (765-1809) If you are not sure. Thank you QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A.APPLICATION A. Is the subject premises listed on the real estate market for sale? ❑Yes igNo B. Are there any proposals to change or alter land contours? ❑Yes ANo 1, C. 1)Are there any areas that contain wetland grasses? n/ofr 2)Are the wetland areas shown on the map submitted with this application? YES 3)Is the property bulk headed between the wetlands area and the upland building area? ,No 4)If your property contains wetlands or pond areas,have you contacted the office of the y Town Trustees for its determination of jurisdiction? D. Is there a depression or sloping elevation near-the area of proposed construction at or below five feet above mean sea level? WO' (If not applicable, state"n/a") E. Are there any patios, concrete barriers,bulkheads or fences that exist and are not shown on the survey map that you are submitting? n/on/E- (If none exist, please state "none") F. Do you have any construction taking place at this time concerning your premises? i+/0 If yes, please submit a copy of your building permit and map as approved by the Building Department. If none, please state. G. Do you or any co-owner also own other land close to this parcel? _ .t/C9 If yes,please explain where or submit copies of deeds. H. Please list present use or operations conducted at this parcel /LE5iDEA/c_C- and proposed use 2E-s.64•e*It79-L / Aut .razed Signature and Date I i APPLICANT TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: -1675 ,°i1 £. 6.U`-n', a_4401- -"4••:5 Ai £_ A p ter(., (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance X Change of Zone Approval of Plat Exemption from Plat or Official Map Other If"Other", name the activity: Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO X If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply) A) the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant, or D)the actual applicant DESCRIPTION OF RELATIONSI-IIP Submittedthi 2 Y day of - 1. Signature. � � / � _, Punt Name: S✓.6. BRRv�,�r ,os4.0# vtiki� • a 1446-4 121871=—Text 12 • PROJECT I.D.NUMBER 617.21 S EQ F • Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM • For UNLISTED ACTIONS Only • PART I—PROJECT INFORMATION (To be completed by Applicant or Project sponsor) 1. APPUCANT/SPONSOR2. PROJECT NAME S'tosi34nl , ��f�c 2 l c, 46•3c- /►JZ /40,41 si J. PROJECT LOCATION: 1 Municipal) 10� Municipality �v Te s (/e__— County ,_5'U>C->c'OLk.. 4. PRECISE LOCATION(Street address and road Intersections,prominent landmarks,etc.,or provide maul ,+7 6-77 P 77 cy: -- R'14 rst/nee,56G73 mac, 404..6.— 5 I iw-t ,v5 rz_ CPW 2,74et R�� e- ) �> � dr fee S. IS PROPOSED ACTION: I New 0 Exoansion 0 ModlfIcatlonlalteratlon • 6. DESCRIBE PROJECT BRIEFLY: t e/1 6 c—c- Ci%, if #,V1 ,,✓�r, zl_ /V- (mil> f cam, 4 A J4 e t/L/ P 4.410 sir e-4� • 7. AMOUNT OF LAND AFFECTED: Initially acres Ultimately iL 9�f�rsiG4 acres a. WILL PRO SED ACTION COMPLY WITH EXISTING ZONI G OR OTHER EXISTING LAND USE RESTRICTIONS? • ❑Yes IS No If No,describe brieflydF £/5£ pgdNT y4L/LIN Fcr2 PRraykSgCeN5741/C-77Q4/ /s .6cte, 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? �! `'esldenllal ❑Industrial ❑Commercial ❑Agriculture ❑Park/ForesVOpen space ❑Other *ascribe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY(FEDERAL STATE R LOCAL)? IYea 0 No U yes,list agency(s)and permiVapprovals S p c./, /01_36 rawk0 • 11. COES ANY ASPECT OF THE ACTIN HAVE A CURRENTLY VAUD PERMIT OR APPROVAL? ❑Yea !� tcfN- if ye:.UV act:my name and permit/approval 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? ❑Yes ❑No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Jrrr� AOPlicintlsponsor name. ' ,f(/ syA/ 84 Dale Signa lure: • If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER • 1 TOWN OF SOUTHOLD BUILDING PEI`U-,hT APPLICATION CHECKLIST BUILDING DEPARTMENT / '�' / i d lo3 Do you Y 3r need the following,before applying? TOWN HALL 7 ,�`/L Board of Health SOUTHOLD,NY 11971 .,��u / 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c 3 tri 7 Phone: Expiration ,20 r-- Building Inspector. . BAR — 4 2003 APPLICATION FOR BUILDING PERMIT J Date a-4(s--4:4. , 20 03 .,,_.` INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or de •. ition s herein described. The applicant agrees to comply with all applicable laws,ordinances,building cote-,housing co%e, and reg. lotions, and to admit authorized inspectors on premises and in building for necessary inspections.I (Si gn ature o' .pplicant or name,if a corporation) <_____, \ L.N...(_ ,A.,L., e_o_L., (Mailing address of applicant) _ - I I ct3� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises x/05 g.--,616ULxi7J d Sas/5/V .Bnei 1-6—re-- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: a6-71 ,0/A/g.. Ta2ii A.- Z- Cv7?fr�6-e,g_ . House Number Street Hamlet County Tax Map No. 1000 Section 9'2 Block G/ Lot 7,// Subdivision Filed Map No. Lot (Name) ' 2. State existing use and occupancy of premises and intended`use and occupancy of proposed construction: a. Existing use and occupancy /6.5/bg- vrC E. _5,tv6-4£ ,iii-,iL`/ b. Intended use and occupancy /00.0L- , -'9 , s7-0)2. g. slir-i J 3. Nature of work(check which applicable): New Building Kc Addition Alteration Repair Removal Demolition Other Work Piz_ /Ns7714L - o ) (Description) 4. Estimated Cost E 3_l pv-v Fee < -3,4"-: a-a (To be paid on filing this application) 5. If dwelling, number of dwelling units C /4 Number of dwelling units on each floor If garage, number of cars ONE- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. J/4 _ 7. Dimensions of existing structures, if any: Front "Vg.9 / Rear ?pg,7 / Depth W.6 Height /( ' Number of Stories ©iv i. Dimensions of same structure with alterations or additions: Front 'Rear Depth Height Number of Stories 0.4vL 8. Dimensions of entire new construction: Front ds'' Rear ..2, s / Depth 0.S/ Height /é / Number of Stories OW g_ 9. Size of lot: Front 3/21,q 7' Rear 75V,3 v Depth //if. 6 3Cr.J) ?03.771 ) i 10. Date of Purchase 7.Qg7 Name of Former Owner 9 6 /13/mss cZiA//Tz 11. Zone or use district in which premises are situated X- 12. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES XC, NO 13. Will lot be re-graded?YES NO \ Will excess fill be removed from premises? YES x NO 14. Names of Owner of premises J.(Ut.,0.2/ s.8 A/I-v rAddress -c ,4, QEF A.€Phone No.a 3/)-23 7-jai 9/ Name of Architect Address Phone NoG f/r, Yg-'A Y/ft1a5 Name of Contractor Address Phone No. C-ge9,363 ttiA Yom+) 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal,wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ' 17. Ifelevation at any point on property.is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: • COUNTY OF Cy' \-'0\e--) • ®S 4/— Lel/ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 61 ev'f✓e4:-/<` (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,-and-is-duly authorized to perforin-or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me ,OP , {�-�a �, day o c� met kr, 3 ,' dr / jr -,- , „,,.: _.,,..- -.4,,,,..._ , ,,,,, , , ,, , eri-:.a.:.;6j • ' rotary,y Public,, ;,/7, - . •- * Signature of Applicant tr r,',-1:-. .C64;11 ';-.S(7.-'‘ - ' NotaryPublic, State of New Yoix Qualified in Suffolk County ,, , , NQ.01SC472508 ok, Term Expires May 31, — Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/24/03 Receipt#: 414 Transaction(s): Subtotal 1 Application Fees $400.00 Check#:414 Total Paid: $400.00 Name: Braver, Susan 250 Pine Tree Ct. Cutchogue 350 Albany St Th5 New York, NY 10280 Clerk ID: LYNDAB Internal ID:72231 TOWN OF SOUTHOLD ) ( i� BUILDING PE] APPLICATION CHECKLIST BUILDING DEPARTMENT / `�)l C IP Do you I r need the followiltg,before applying? TOWN HALL ,/t�1 Board of Health SOUTHOLD,NY 11971 (, 1V 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c S t{7 Phone: Expiration ,20 17:', ; Building Inspector 1AR APPLICATION FOR BUILDING PERMIT 4.5-1 Date , 20 03 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 ets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or reas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit I hall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector sues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of suance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the roperty have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an di dition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the uilding Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or egulations, for the construction of buildings, additions, or alterations or for removal or de •: ition Is herein described.The E:tplicant agrees to comply with all applicable laws, ordinances,building coit-,housing co%e, and rep. lations, and to admit Lithorized inspectors on premises and in building for necessary inspections.) (Site ature o .pplicant or name,if a corporation) i °- --?-) \ k--P1`-sZ- .1\--k-k. 0-4..Tt-g-i• (Mailing address of applicant) _ tate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ame of owner of premises ,/05 E-P 61 UL/f// d Bashi/ Z/ /9-L-6 (As on the tax roll or latest deed) applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) zilders License No. umbers License No. ectricians License No. her Trade's License No. I Location of land on which proposed work will be done: ,,, 5"--a /a/4/g_. 7i2.J % .T cv7 6-rig_ House Number Street Hamlet County Tax Map No. 1000 Section qBlock 0/ Lot 7,// Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy IrEsibEA 'c _s/n/tz- ,,/,rr,,ic./ b. Intended use and occupancy P("-oL , G-/.-cc.6 , s7 g. s h 3. Nature of work (check which applicable): New Building ?C Addition Alteration Repair Removal Demolition Other Work P,726- /ivs cL,f-7-70.") (Description) 4. Estimated Cost I' 3_0, r- z Fee 37, a-o (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars ONi 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ` $•9 Rear zpg,,? / Depth 'V/,6 Height / Number of Stories ©/✓i, Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories o,NL 8. Dimensions of entire new construction: Front d s'—' Rear s ' Depth 0,_S Height /6 / Number of Stories OWE 9. Size of lot: Front 3/4,q 7/ Rear ,7S-V,3 v Depth //, / 304)) a03.77 Com) 10. Date of Purchase /Qg2 Name of Former Owner 9 ba n- re-s c //Tz 11. Zone or use district in which premises are situated X- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES XC, NO 13. Will lot be re-graded? YES NO ' Will excess fill be removed from premises? YES >( NO 14. Names of Owner of premises J.6dL/ t.S i / ±nrAddress ?s7 4,,,c 7ZrEA-(7Phone No.4v)-23 7-7a-a y Name of Architect Address Phone No a//rrt..Yk-'A Y/)0/1;3 Name of Contractor Address Phone No. ( .;e2);133-44 ip, 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: u COUNTY OF \�Q ) /0541474-- '-i7J being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 62 elm/i- L (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me , day o �4-, 20 'D IP --4,4im, ............_ 7,,Z...„..„.Z.,,,,e.,---- MEI►4 otary Public // Signature of Applicant s r'.J,_- c cTf NotaryPublic, State of New York Qualified in Suffolk County No.01 SC4725088©0,E Term Expires May 31, / , •------- -A , l r- /\ O n • 1 PARK i/ 1 S. 850 / 5 0 u •E. 1I PROPERTY( 250 PINE TREE CT. • f 4 2 CUTCHOGUE, N.Y. / 3�% / / /49, `�� ` L ^ ..2oneAE, 3 CO — _ - E. .,\ Zot)0 . h ' ,O ,� • �' 8O a2 i _ ,, \\ .7C ti g .} , . o 0 -' co. PrPei, - �! \ , , ' - � s,� R� 9 cn 7 0 , <26 J., 0 X00 V 101 '. c) C --X: � � � . NQ) °' � k w 00 \ v ,. .zt '..... : \x\N; j-• t'. VA-1 T5 i '1).<-(1) \ ' -E-C_ �'� 44 o. �� b 2�X h5 e•so a - - ---Q-4 —__ _ __ 11)("1 R T� / (y a 5�'/� f(. 4 t I I �l 0 r J - O - 1 F�', ar G 1r3,- / I r- i to — �,.�" w I f E g y9 dE 1/4P: 1 no , _ u�a , .., ',P•fns r �pK _ __90't _1 �i/ `' r goo` / 1 ' a1 f 3 90 ssea o,. ( . i NN, h 7 1 \ 11 P \g .2.A�( N. 85 42 50 " o i ; ( _4` � -- 63o2a 56 6'\0 W. I� AREA = 1. 1324 ACRES rN -• 254.3 o, 11 Z N Z /�// /F \ ,��1I1 0t CERTIFIED TO' n e'1 �' AMERICAN TITLE INSURANCE COMPANY 1 � H�QLM'4R $ 1�OR�S o R��� ` TITLE NO. 07 - 110836 . JOSEPH E. GULMI at CDz TpR�LV/�p k SUSAN B. BRAVER 0_ p I o O 7 SURVEY FOR W JOSEPH E GULMI AND.SUSAN B. BRAVER AT CUTCHOGUE ' TOWN OF SOUTHOLD \-4. SUFFOLK COUNTY, NY. FLOOD ZONES FROM FIRM 1000 - 98 - 01 - 7.11 / / •- N.Y.S. LIC.NO.49618 �G \ ' v MAP# 36/03C0164 G MAY 4,1998 SCALE 1" = 40' DEC. 20 1986 PECONIC U- EYORS a ENGINEERS P.C. CONTOUR LINES AND WETLANDS ARE TAKEN (631) 765- 5020 FAX (631) 765 - 1797 \ SEPT. l9 2000 (Contours, Wetlands 8 Flood Zones added) FROM THE FIVE EASTERN TOWNS TOPOGRAPHIC P.O. BOX 909 MAPS Nov. 29, 2000 (prop. additions) 1230 TRAVELER STREET Jan. 2, 20/ ( MHWM1 APRIL 2002SOUTHOLD, N.Y. 11971 , 1 MAR. 7, 2001 (wood decks 122, ( that ec 7n"3 COUNTY OF SUFFOLK --Vp'/Z4)tr' a A STEVE LEVY SUFFOLK COUNTY EXECUTIVE THOMAS ISLES, AICP DEPARTMENT OF PLANNING DIRECTOR OF PLANNING March 10, 2004 Town of Southold Zoning Board of Appeals Pursuant to the requirements of Sections A 14-14 to 23 of the Suffolk County Administrative Code, the following application(s)submitted to the Suffolk County Planning Commission is/are considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or a disapproval. Applicant(s) Municipal File Number(s) Cerreta, Kenneth - 5282 Vihold Corp. (and J& C Holdings Contract Vendee)* 5313 Gulmi, Joseph and Susan Braver** 5340 Osler,Wilbur 5451 Distasi, Samuel and Isabelle 5454 Ullmann, Delores 5464 McGuire, Fr. John 5465 *Alternative relief appears warranted consistent with appropriate developmental restrictions, particularly as set forth by the Z.B.A. **Premises should be encumbered by appropriate developmental restrictions,particularly as set for by the Z.B.A. Very truly yours, Thomas Isles Director of Planning S/s Gerald G. Newman Chief Planner GGN:cc - G.\CCHORNY\ZONING\ZONING\W ORKING\LD20041MAR\SD5282.MAR LOCATION MAILING ADDRESS H. LEE DENNISON BLDG.-4T1-1 FLOOR ■ P. O. BOX 6 1 00 ■ (5 I 6) 853-5 190 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NY 1 1788-0099 TELECOPIER(5 16)853-4044 APPEALS BOARD MEMBER Southold Town Hall 53095 Main Road Ruth D.Oliva,Chairwoman P.O.Box 1179 Gerard P. Goehringer Southold,New York 11971-0959 Lydia A.Tortora Telephone(631)765-1809 Vincent Orlando ZBA Fax(631)765-9064 James Dini7io http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD March 9, 2004 Mr. Gerald G. Newman, Chief Planner Suffolk County Department of Planning P. O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Newman: Please find enclosed the following decisions, applications, surveys, tax maps, building disapprovals, and related information for review pursuant to Article XIV of the Suffolk County Administrative Code; within 500 feet of: R— STATE OR COUNTY ROAD W—WATERWAY (BAY, SOUND, OR ESTUARY) B — BOUNDARY OF EXISTING OR PROPOSED COUNTY, STATE, FEDERAL LAND ZBA NAME ACTION REQUESTED /VARIANCE R W B 5282 CERRETA GARAGE ADDITION — FRONT AND SIDE SB'S X 5313 VIHOLD NEW HOUSE— BLUFF SETBACK X 5340 GULMI POOL, GARAGE & SHED — LOCATION X 5451 OSLER REAR PORCH ADDN — BULKHEAD SETBACK X 5454 DISTASI PORCH — FRONT YARD SETBACK X 5464 ULLMANN ADDITIONAL BEDROOM — FRONT SETBACK X 5465 MCGUIRE 2ND STY HANDICAP BD & BA—SIDE SETBACK X If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Jess Boger• Enc. cc: ZBA Staff 41101P-- _ I FOR OFFICIAL USE ONLY CHECKLIST FOR NEW PROJECTS I LABEL : . APPS# NO ,f ASSESSORS CARD (7 COPIES) NAME Ufjyy . (, L, ✓ CTY. TAX MAP (7 COPIES + 1) CTM# 0 (.--1 - . 1 V le INDEX CARD (ATTACH OLD) TOWN V LIST ALPHA BOOK i COPY PRIORS 2 SIX COPIES INSPECTION PACKETS COMPLETE • REF: UPDATED NEW INFORMATION (9/ ?'•,5 Ni\sw3s,Lc, y, 1 (c.; /ojcaó k • -01 itAry e-y1a,,t ki‘ i1 cetSP-0-4 tO ' c-t-i tit_i, t Zt '9 ( j' 40 kin `i W innrailp5._. (.0( ,x,� �� i i. 4° Q4,- c,r � )i i� < 5,"'" C !c'L NI- C 1.� t-te-#A--- sCt.l(C�' 1 :2> l� Y\9-Cj I-00\ 01/07/2004 ©9:21 6317659064 ZBA PAGE 04 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD:NEw YORK x In the Matter of the Application of AFFIDAVIT --- OF • (Name of Applicants) MAILINGS CTM Parcel#1400-• - - COUNTY OF SUFFOLK) STATE OF NEW YORK) residing at O7Sd A/e_ CvrZ 6-v New York, being duly sworn,'depose and say that: • On the r)1 day of , 200ifr, I personally mailed at the, United States Post Office in $lave �✓�.,.,_� ,�.C, by CERTIFIED' MAIL, RETURN RECEIPT RECIU STED, a true copy of the attached Leel Notice in prepaid envelopes addressed to current owners shown on the current . ' assessment roll verified from the official records on file with the (viAssessors, or )_County Real Property Office .�.r�v °L.b{,yEcd yo --.., for every property which abuts and is across a public or private street, or vehicular right-of- way of record, surrounding the applicant's prop. y. • 0 (Signature) • - Sworn to before me this 141" day of aUlUeuil 2004 Rz.. \ ll -- (Notary Public) '( rn ►t�S 9.4101200i PLEASE list, ort the back of rhis Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. Thank you. • i - S l/ e-x c o vi(/tY - „47 o /'.Bit«s /-`7 aU 33 C v' Z?t/ • epY ' b, ,f///90/ 331/ I2---/-`7R /' / /17,' t-rn�s J /'7(n/E- 7;i66- /V///93S' / P /e/i m47c'eo 6g.-3 "E-G0/1//c/4/7//9 rs- f 471 S fif/rc// /35-- C c v r�H�6�'�� AA-/7/6,3 s • 47 r,l . 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Certified Fee N �� 4 p Certified Fee 2 30 _•` p .2.30 ,.:,P 0. ost ark o El Postmark p Return Reciept Fee ? e ;" Return nt Reciept Fee Here /� p 1.75 I=1 (Endorsement Required) 1.75 ...0 ir' c_ (Endorsement Required) I:3 Restncted Delivery Fee Clerk: KT3GD5' de' p Restncted Delivery Fee Clerk: K'IbGD5 1-r) (Endorsement Required) 57 ul (Endorsement Required) ra ` 2004, m $ 4.42 01/07/04 +-`Y fn Total Postage&Fees $ 4.42 01/07/04 .' Total Postage&Fees . ru ru pp Sent To /r/A Y--777/c,7 V EOC_-G \ p Sent To c>(�i9G� cov,,el-K 4C iy-t'//I'e-� ✓7 yA O ��G��- N Street,Apt.No, N Street,Apt No.; C � � R�1�L or PO Box No /IV Avi 7�'EE (1/ or PO Box No. 3 5 d City,State,ZIP+4City,State,ZIP+4 ^, //9 1/33,J C /� ��' AeY //Yds1/vi-e/ , " r-) 800x trtel002 S tis� 4 " SeelReverse for,Instructions, .pS Fo m3` E00"June+•22;.' . w a See Reverse for Instructions :' ] S Postal ServiceM a PSiSostarvceM n a rrl Ca - i ' • TM ..D ' I, ARECEIPT ° ='7 RTIiFI1ED M�i i,L -REC�EI „, p CERTIFIED MAI . , „ ED (Domestic, - Only; lnsuran_ce Cove ge Provided) ! o , '(Domestic �r• Only;No insurance,,Cove age Provided) rnm delivery information visit our website at w inlidi s.com®, 1 IRT delivery lnformati" fon sit oufte at wwwfusps cone _-.L.,-.„.4.‘,_; i .n- 3 )1 '`Y ,t.tx '' 71^a ri LA I rr („> i °'m • its .> I m t ,1 , i1_ i_ ' , `.n Postage $ 0.37 UNIT,,ID: 0726 j-° Postage $ 0.37 UNIT ID: 0726 is) IMI Certified Fee 2.30 postmat�� • p Certified Fee 9.,0 0 �-( `Postmit' Return Reciept Fee `-"i- 1egg p Return Reciept Fee 1.75 Here L7 1.75 '"a (Endorsement Required) o <• ;t (Endorsement Required) q ) CI Restricted Delivery Fee Clerk KTGGD5 p Restricted Delivery Fee Clerk:,`K;T,EGD5 ul (Endorsement Required) -- -- u1 (Endorsement Required) =�,' �,e r• r-9 m $ 4.42 01/07/04 rn 4.42 01/47/04 _,= ,y'' Total Postage&Fees Total Postage&Fees ru - 1 E3 Sent To p Sent To p 6 � i�/c/l4 /1 G!> p 41 A e-M/13 F4/7-5'/1 N Street,Apt No; N Street,Apt.No; or PO Box No /°e'6 3 g3 or PO Box No. /35— Ace Ye //1 F Cr City,State,ZIP+4 City,State,ZIP+4 c, . /ECClI//c A/Y //9-re C V Z r/v(>-c'�_ ,N' /1 r 3 ,_,_� "" see Rverse foreinsrgtio-ne, ' �� June+2002- 'l°�``'' "� e tePSForm 3E00;June 2002 4 � See-ReVerse for Instructions I /�- /c.0 /t4/h2ce. /y✓ 4/ C4'775tA' ns S 3 / 35 PpyF. T,ist:C7-- "6',S 83 /9f L.',24,/,,..41//93—g C,,,Fr- 4 v c, i'j'/,,9 • `t1 "\<03-, ptA. . 4100 Legals from preceding page Variances under Sections 100- Disapproval, concerning an Department's- July,, 3, 2003 30A.1 and 1'00-231; based on addition proposed at less than 40 Notice of Disapproval;amended,, LEGAL NOTICE the - Building Department's feet from the front lot line, at September'-23,'2003,concerningr, March 10, 2003 Notice of 7705 Bayview Road, Southold; the location ofa,garagein a-year. SOUTHOLD TOWN BOARD Disapproval, -amended May 6, Parcel 79-4-18. other than;the`require rear,yard;', OF APPEALS 2003, for the following reasons: 10`:40 . AM - CATHY at 495 Maple'.',Lane,,--Orient; THURSDAY,.JANUARY 22, (1)a tennis court is not a permit- STANKEWICZ#5458. Request Parcel 17-2=3.1,y: 2004 PUBLIC HEARINGS ted use on a vacant lot; and (2) for a Variance under Section 1:40,'t PM' SETH'' NOTICE IS HEREBY the proposed tennis court fence 100-244B, based on the BARA-:- EIGHLETt: ,i#5463f; GIVEN,pursuant to Section 267 will exceed the code,imitations Building Department's July 23, Request;for.-a':Variarice undeii df the Town Law and Chapter of four ft. maximum height 2003 Notice of Disapproval, Section-;l00=239.4A,,'`-based-ori;: 100(Zoning),Code of the Town along or within front-yard areas, concerning a proposed additio -the Building 'Departmerit'si of Southold, the following-pub- -six ft. maximum height along at less than 40 feet from the front Novembe`r,'°h7,,,2003.'Notice:;`of.1 lic hearings will be held by the side and rear yards when a prin- property line, at 1705 Henry's Disapproval;=: ;'._amended' SOUTHOLD TOWN BOARDt;> cipal use is existing). Location Lane,Peconic;Parcel 74,1-8. Nove"mbe`r,2;12Q03rcopcernitig,; OF APPEALS at the town Rail, of Property: 1015 Youngs 1:00 PM FR. _ JOHN a swimmingT.pool',pro p`osed„at 53095 Main Road, P.O. Box Avenue, Orient;CTM 18-1-3. MCGUIRE #5465.-Request for less thanA0feet:from,the-top-of' 1179, Southold, New r York 10:10., AM JOSEPH a Variance under Sections 100- the hal*'ir ,bluff`of`the-Long; 11971-0959, on Thursday, TRENCHENY #5453. Request 242A and 100-244, based on Island Sound, kJ-101-5_Sound January 22, 2004, at the times for a Variance under Section the Building Department's View Avenue,-Southold; Parcel-' 'noted below (or as soon'there- 100-244B,. based on_ the November 17, 2003• .Notice . , after as possible): Building Department's August of Disapproval;'-' amended 1:50 PM-`MARK:STUFANO_: 9:35 AM JOSEPH GULMI 25, 2003 Notice of Disapproval, November 21, 2003 concerning #5461. Request"for ai',Variance` and SUSAN BRAVER GULMI concerning additions and alter- additions and alterations pro- under Section 100-244,'based on. #5340. Request for a Variance ations proposed with a total side posed at less than 15 feet on one the Building;'='a=,Department'" under Section 100-33, based on yard area at less'than 25 feet, at side and less than 35 feet for October=-i1,4==,2003�t Notice_'-o '- the Building Department's 120 South Lane, East Marion; both side yards, at 3630 North Disappro'al r`:-..3 <-amen e 4: March 4, 2003 Notice of ce,r Parce137-6-3.2. Sea Drive, Orient; Parcel 15-1- N�ve �ger•;,=5��2003��concernui�'' Disapproval.Applicants propose 10:15 AM SAMUEL and 1. ;_ :: ro osed=atless_tha P. a swimmingpool, accessoryP,{ px ar ' ISABELLE DISTASI, #5454. 1:10 PM DOLORES ULL- -35 '•feet==froms the"-=rearry'�propei�ty.; garage and accessory shed in an Request for a Variance under MANN #5464. Request for 'a line;'.at'3,50=5=:ramp 1Yhn'eol. area other than the required rear Section 100-244B,based on the Variance under Section 100- Road,`Mattittich; PateA 23-.6 =? yard, at 250 Pine Tree Court, Building Departments October 244B, based on the Building ��,, Cutchogue;Parcel 98-1-7-11. 16,2003 Notice of Disapproval, Department's November 17, 2:00 PM:TIIOMAS,DeWOEW 9:40 AM WILBUR OSLER for proposed additions and alter- 2003- Notice of Disapproval, #5467.;-This}is:loguest-for ! a #5451: Request for'a Variance ations to the existing single fam- concerning additions/alterations Variance' 'Section `i-OO-'t` under Section 100,239:4B, ily dwelling with a front yard (under construction, BP - 244B,.'based on'thef Building ) based on the Building setback at less than 35 feet, at #290421 issued 2/29/02) at less Department''s,December 1";-1003-g Department's ,•2003- Department's September 30, 125 Youngs Avenue; Southold; than 35 feet from the front lot Notice of Disapproyal`,ainend- 2003 Notice of Disapproval, Parcel 61-4-40. , . line, 2445 Minnehaha ed December,3 '2003,-,concern- concerning a-porchadditionpro- 10:20 AM'PATRIZIA ZAN- Boulevard, Southold; Parcel 87- ing'an'addition=proposed,at`less posed at less than 75 feet from BONI #5452. Request for a 3-47. than 35-feet from.tth e-front'lot the bulkhead, at 8070 Peconic Variance under Section 100- 1:20 PM HELEN STRATI- line, at -415 -Sterling'Place, Bay Boulevard, Laurel; Parcel 244B, based on the Building GOS #5459. Request for a Greenport;Parcel:34-3=50:- ' 126-11-17. Department's August 22, 2003 Variance under Section 100- 2:10 PM -RICHARD and 9:50 AM WILLIAM and Notice of Disapproval,amended 244B, based on the Building DOROTHY .POGGI #5468. CAROL GILLOOLY #5456. August 25, 2003, concerning a Department's October 2, 2003, Request:for.a-Variance under= Request for a Reversal of the new single-family dwelling with concerning a second-story addi- Sections.-:100-244A: and'•100- Building Department's October a front yard setback at less than tion proposed,over the existing 244, based,,on2•'the 'Building- 31,2003 Notice of Disapproval, 35 feet, 'after demolishing the dwelling,with a single side yard Departinent''s; ,December ;10; and/or Variance under Section existing building at 1385 at less than 10 feet,and both side 2003 Notice of Disapproval. 100-30A.4 (ref. 100-33), con- Minnehaha Boulevard, yards at less than 25 feet, at Applicants propose" a ' an as-built detached Southold;Parcel 87-3-23. 1500 Sound Beach Drive, tilevei••ed4b yz*liidow,dat__con- cerningn at•' garage located in a yard other 10:30 AM REID MAHAFFY Mattituck;Parcel 106-1-33. - the upt erportron oftheeexisting; than a rear yard, at 605-Village- #5455. Request for a Variance 1:30 PM EDWIN REEVES dwelling;which wil hkt'a total}-' Lane,Orient;Parcel 25-2-20.21. under Section 100-244B, based #5462. Request for'al Variance, side yard areakof.470S:than 25- 10:00 AM MARTHA CAS- on the Building department's under Section 100-30A:4 (ref. ,feet, at-,4,t40`_wiliage. ane;:, SIDY #5457. Request for September 5, 2003 Notice of 100-33), based on the Building Orient;,Parcel,:-.24-..15 248., 0476- Waiver-'-'4W- 5476. PM -TODD''':1ENSEN stiegtiesTor:a s sive tofsVle�•ge pi-slti_to Section:1'00.26, aced' n:;t=ie Building k '..--;'be"art`ji erit's Decembers*r 20 '3�7bti Disappr_"oval,- '.' m d cember 2g; Ys amCefl De UO3e:k6'- eAre: an adjac t ,5, �' u>r improved ar �`� q}';"�ti` Linnet,Sj f' ownaa 'I' L from t t: ai`0470: 4t heappl1carxt sir • parcel`f=-•no"j fidOtsq Location::;'of.;'Pr I.. l,9 'P�apertyst. r,j' , Linnetpox 48-3-3 Street;`Green s FROM :JOSEPH GULMI FAX NO. :802-253-8290 ; 12 2004 09:28AM P1 lC : moi✓ 41 'Lc C3/-765 - aey 4?TAY,e : d$IFN 6,w - -f& shii/gfr- K 4- :2.5-3 CO447i/i.?At -Q. vaIrvc ✓frzi e• 019g'4x $"39v r)re,i7,cf,co p-t*-54,71 ietche4i zacef ce r ;/ter 4✓ c7-v rkerefalenAme,Z0 11-'4-4-c-44.1 v14. 16-444-AZtta_4,1f a C e.571Yfacifl-s 717/ r�-c cwt V‘le41, atheety ;• s aita.441 c/ 4 ddrers45 14,41. id aE.r )44-4. r k�' Cer i=4' 4o*rI c 5.7 ac.� 7 Th„, i K-►,rs ..42 )4 c ►` 1/4s t Sur kr . FROM :JOSEPH GULMI / FAX NO. :802-253-8290 4ip . in. 12 2004 09:28AM P2 ` ,AD� �i" 51,`,4";.',-1-e- e •(."4/,"-47 :A�4+n-.I-.7 sl 7 ern r�r/. it 40,- .:5;3eW.A/Tf.r2 r.stzf•-- 10 c 6.v 4, F 1.-r2Q+✓e K 0,0 ..M Y / //9t.&7. Ir C' v;c J/GGFr/ 4(P /1 .-1 -7g / .: 4 -11/;40 rtiv, \iP U.S, postal ServlceTra U.S. Postal Servu t ir,. Ol flTIFIED MAIL., RCOI=IRT CERTIr1 MAIL ... RPC CDT (n+w..,..r-f:..Alnir OJflia No 1A[`eryanrn,:nh, ra.r.rrtrorsrr. J er p-•• •rl?or Ocnr nna„rim :(VU(113141.2111,G.V.+I•-L••+ .--- �.-j I11RI For delivery information visit our webtsito at www-usps.00tt>vy For delivery information visit our website pt www.ueps.carrtg• I�1 r r. a t„e m,d,• ee -•.” 0.dolil,.linV. 6. .4,4a. a d0w. tc"• r... -0 Page a. ®■37 UNIT ID: 07724 -n ar res. C • 0_37 IWTT Tre OVA Otiml11WV7 r ea 9 VI •.,,,. © ......0.-1 rr.r E■.Sul o*.• © Return Fieclept Fee r Here ,. f-1 Herutn Ruc,opt rue1.13 ` r f� (Endorsement Required) 1■7i Here y ,� (Endorsement Required) r P Restricted Delivery Fee GClerk: rz?I" p Reetrtcted Delivery Fee Geri■ K Ln (Endorsement Required) Ln (EndorsvrnetdRaguavd`,•' n`lj slat tbet.eo a.Ko o $ 9■'* 9L'07/O t ' Total Poetaae&Feee 1100 Q1/07/04 ru — o Rant 1n d fro .-r- .� t'ii C to "29R. v- rt/z/c, t/Fk:.�J P E-7;0 :.-t-. .^.r.,6%7'!LJ X0-7' r "MUM not.r"u. i- ,�•-• r-,�, M.•. x,.-'1 •W. .J 4 L N p^/v4 - --- or PO Sox No. /f/7/ /'{//1/L /!tr't:c yr ro m rn• .1+ C <--C.Yr 1•S/ cm,Stste.ZIP+4 (2 r/L /(. • Y//9f-C-- -rdiy,Mete,4144K/ve"'o�f� NV //W.-53/I — YS rot'm.i uu,ouud.mu.: °. ^ ^'^• �• •"' - 1 • U.S. Postal Serviceiv . U.S. Postal ServiceTr,, CERTIFIED MAIL, RECEIPT �' CERTIFIED• MAIL-R, RECEIPT Em (Domestic Mall Only;No insurance Coverage Provided) in (Domestic Mall Only;No Insurance Coverage Provided) mITl ., ....... ror.e very n onrrauvn pv off, f Sf ,e,-,. .=- 4 lj,w,, �� ( Art � gq�� It LLy CI y,"m; r.. "� „�• 4a �. °' ,..t;r.. IF -l•.ei* di �' is it— ,l,,m 1k„„ M ..13Poetess $ •0.37 UNIT ID: 0726 A Poetess 0■37 UNIT ID: 0726 Illto I= Certified Foe IZI Codified Fee 2.30 postrittyRetum ReCiept Fac Return Reciepl Fee Hare/ r 7 j p (Endorsement Required) ,�z' (Endorsement Required) ” t.-, n.r±na i I Restricted Delivery FeeMEM Clerk: K 6t Q Restricted Delivery C1 Feo w a1 Ktr35 Ill (Fndoraemcnt RequIrcd) n Il (Endorsement Required) nnYbtel Postage&Fete CI• r. 01�01�04 Tete'Postage&reoe $ 4,42 01/07/04 fu Ili C] ant oCI ent o a /'tsiVc//1 ine0VG, 0 /nA P-mJ4s F,4/MR 1`•• wimel Rpt xr.: r` gtreet,Apl.hro.: �.. Cror PO Box No. /406 3g3 or POeoxNb. J35 I°'.+�f //ei r City,srste.zIP4aA Cag/C 4/Y //9.S-, cry;srgra,zir4a C✓re-e-06-ok /1/. /l 73.S `Ga r�evnt•ertor Itlistrurlion� See rlevr•tv.c••tor inatrurtiNn4 PS Fvt'm 3t3v0,Juno 2002 -' '- PS Foi'm 3f10U.Jmle 2002 0.". />, 1Qic/<¢ /14 4444, At t /V FAV5IAF 4A ;383 ,37C7. ! 4J 0,' ,v,c,1v7//95"x' e i/rZ./ G(,r't: Ii1y%/93s- b F r SUSAN BRAVER 685 COTTAGE CLUB RD #15 STOWE VT 05672 802-253-8290 FAX NEIGHBORS TO BE NOTIFIED: 98-1-7.21 SUFFOLK COUNTY 330 CENTER DRIVE RIVERHEAD NY 11901-3311 L/ 98-1-7.20 SAME AS ABOVE 98-1-24.1 MR & MRS JEROLD 100 PINE TREE CT CUTCHOGUE NY 11935 98-1-27.1 PATRICIA MARCO POB 383 PECONIC NY 11958 Y\ Slijd ? 6A OFFICE OF eiir ZONING BOARD OF APPEALS SOUTHOLD TOWN HALL 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax (631) 765-9064 December 22, 2003 Re: Chapter 58 — Public Notice for Thursday, January 22, 2004 Hearing(s) 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 Long Island Traveler-Watchman newspaper. 1) By January 5th: Please send the enclosed Legal Notice, with both a cover letter including a contact person and telephone number, and a copy of your survey filed with this application which shows the new construction area, CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of land (vacant or improved) surrounding yours, including land across any street, railroad tracks, or right-of-way that borders your property (please see revised Town Code Ch. 58 enclosed). Use the current addresses shown on the assessment rolls maintained by the Town Assessors' Office located at Southold Town Hall (765-1937) and the County 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 this in either a written statement, or at the hearing, with the returned letter. Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, name and addresses noted, and return it with the white receipts postmarked by the Post Office. (Also, when the green signature cards are returned to you by the Post Office, please mail or deliver them to us as soon as possible before the scheduled hearing.) If any signature card is not returned, please advise the Board at the hearing and return it when available. These will be kept in the permanent record as proof of all Notices. 2) By January 12th: Please make arrangements to place the enclosed poster on a sign board such as plywood or similar material, posting it at your property for at least seven (7) days; the sign should remain up until the day of the hearing. Securely place the sign on your property facing the street, no 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 available for the additional front yard.) The hearing will be delayed 2 months if your property is not posted properly. Please also deliver your Affidavit of Posting to our office on the day of the hearing. If you do not meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. Very truly yours, Enclosures Zoning Appeals Board and Staff i& TICE uF HEARINL A public hearing will be held by the Southold Town Appeals Board at Town Hall , 53095 Main Road, Southold, concerning this property: NAME : GULMI , JOSEPH & SUSAN 5340 MAP # : 98- 1 -7 . 11 APPEAL: YARD LOCATION PROJECT: POOL , GARAGE & SHED DATE : THURS . JANUARY 22 9 : 35 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between the hours of 8am and 3pm . ZONING BOARD - TOWN OF SOUTHOLD - 765-1809 r -_ NOTICE OF PUBLIC HEARING THURSDAY, JULY 24, 2003 SOUTHOLD TOWN BOARD OF APPEALS NOTICE is HEREBY GIVEN, pursuant to Section 267 of the Town Law and Chapter 100 (Zoning), Code of the Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Box 1179, Southold, New York 11971-0959, on Thursday, JULY 24, 2003, at the time noted below (or as soon thereafter as possible): 11:00 a.m. Joseph Gulmi and Susan Braver Gulmi #5340. Request for a Variance under Section 100-33, based on the Building Department's March 4, 2003 Notice of Disapproval. Applicants propose a swimming pool, accessory garage and accessory shed in an area other than the required rear yard, at 250 Pine Tree Court, Cutchogue; Parcel 98-1-7.11. 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. If you have questions, please do not hesitate to call (631) 765-1809. Dated: June 20, 2003. Lydia A. Tortora, Chairwoman Board of Appeals U.S. Postal Service.M m CERTIFIED MAILTM RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.come RI CAMOGE ]li A L USE `l Postage s 0.37 UNIT ID: 0935 Certified Fee 2.30 ReturnRedept Fee Postmark „,� 1.75 (Endorsement Required) Her ;2 D Restricted Delivery Fee C1erl� ,a1('RQF lI (Endorsement Required) 0 4.42 07/,1,7/03 Total Postage&Fees $ 7j m S�� p Sent o !1J414)lL3gJt Z� N Threat,Apt No.; or PO Box No. / 7.74cE G� City,State,ZIP+4 C reW2Ai4- /////f3. PS Form 3800,June 2002 See Reverse for Instructions U.S. Postal Service,. - m CERTIFIED MAILTM RECEIPT ,1 y(Domestic Mail Only;No Insurance Coverage Provided) w For delivery information visit our website at www.usps.com® fU -° CUTCIOGUE.t P1 1I ri �0 L. m Postage $ 0.37 Il FT—fD;:O 35 O Certified Fee 2.304 `.&S Return Reclept Fee l o,, (Endorsement Required) 1.75 co .,•�\ Her stm 0 O Restricted Delivery Fee u6, clerk. KK O (Endorsement Required) Total Postage&Fees 4.42 f.. } m p ant To N Threat Apt.No.; or PO Box No.,3•.9 /%/vi- /,yt i_ City,State, e93 ZIF44 G�V7L�hot/i , `' .5`" PS Form 3800,June 2002 See Reverse.for Instructions U.S. Postal ServiceTF Ir CERTIFIED MAILTM RECEIPT .�D (Domestic Mail Only;No Insurance Coverage Provided) co For delivery information visit our website at www.usps.como ru cuc ki , [lilts 11 A ,,._U -SIE, L n I Postage $ 0.37 7 rtiIIT ID`: 435-C) p Certified Fee ,x.34 y P (Endorsement ReguIrFeede) 1.75 � Postmark is m Restricted Delivery Fee Cje' ^ ,•to p (Endorsement Required) Ln • Total Postage&Fees $ 4.42 07/17/03 m D entTo D jj/L/n746. ,c'17Irl�i-!L. - N Street GT6O.; or PO Box No. /65 rim-/-? F- 4-i City,State,ZIP+4 _ caf,z-en:21"� AL 1/)3a --- PS Form 3800,June 2002 (/ See Reverse for Instructions' :1-4k ' ': COMPLETE THIS SECTION <Ke7t71]44_4i7;If.3cYA011LeffKOJL-41Iri4S- ■ Complete items 1,2,and 3.Also complete A. Signatu - " item 4 if Restricted Deliveryis desired. ❑ X • Print your name and address on the reverse hrG - a Addressee so that we can return the card to you. gceived by(Printed Name) C. Da`of'piety • Attach this card to the back of the mailpiece, C14Z F `�,-y or on the front if space permits. 1. Article Addressed to D Is delivery address different from item 1? ■ ee If YES,enter delivery address below: al-No edf_-%W. ,Forsoze.,e /3. &i , L.N"-/// 5— C�j (—t/izfAeo-e'>< /�c/ // 5 3. Service Type ErCertified Mail 0 Express Mail 0 Registered 0 Return Receipt for Merchandise 0 Insured Mail ❑ C O.D 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7 0-03 0-r'-‘)' 6 / 5-76a Fr(r, y e, (Transfer from service label) ; ' ; ; , ; ; i I ;+ !i i s! i ; ' ` ; i i I PS Form 3811,August 2001 Domestic Return Receipt 1025 A-1546 UNITED STATES POSTAL SERVICE First-Class Mad 111111 Postage&Fees Paid USPS Permit No. G-10 •' • Sender: Please print your name, address, and ZIP+4 in this box • 5/cri N C v jz 6v-eiC, ,il '//vas-- 14.1ejAafre.7i►f��xr�r:l��yx.�rc.�r� erri:Tgwratrat; xi3 ieffroliv 4giugm • Complete items 1,2,and 3.Also complete A Signature r item 4 if Restricted Delivery is desired / /� El • Print your name and address on the reverse X l� e Q ice!` �ddr si_ee so that we can return the card to you. B. R ceived by(Printed f. e) D t ' ' ry • Attach this card to the back of the mailpiece, �r or on the front if space permits. /IV�/ It l D. Is delivery address different from item 1?'❑Y 1. Article Addressed to: If YES,enter delivery address below 0//421, ✓E4) _ /CP 4NE 71—ACC L/ //5'35— 3 Service Type la-Certified Mail El Express Mail El Registered El Return Receipt for Merchandise El Insured Mail ❑ C O.D. 4 Restricted Delivery?(Extra Fee) El Yes 2. Article Number 7G•2-‘7.3 `>�'4 , DDD4 ; 5762 863E .da. � -�-'— - - - — - (Transferfromseryice label); s ; ! ;oy�;y f !'7DD3 D5OD PS Form 3811,August 2001 Domestic Return Receipt 10254 1-1540 UNITED STATES POSTAL SERVICE First-Class Mail 111111 Postage&Fees Paid USPS Permit No G-10 • Sender: Please print your name, address, and ZIP+4 in this box • ,•.sz! %i'v2.– 72ti C-1/7?-ir6ve /WY //r3s— • i:_ --' 1.'504 f iii i, ii i,i,,,,ii,i,i,ii,,,,i„i,i,i,ii,,,,ii„i Signature rt Complete items 1,2,and 3.Also complete A. Si 9 item 4 if Restricted Delivery is desired. 4 a / 0 t • Print your name and address on the reverse x' i r / Pi Addressee so that we can return the card to you. B. ceived by(Printed Name) C.p- e of D v • Attach this card to the back of the mailpiece, '/y or on the front if space permits. . D 11 •-w- different from item 1 0 s 1. Article Addressed to: \ -• - 0-Iv-, address below: D1o 33• e -b / JU �� . ed Mail, 0 Express Mail O Registered 0 Retum Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number I 7003 0500 0004 5762_5215 (Transfer from service(at tt O-C t t -t til ttt IF tti ttl t SLIT fl 111 PS,Form$81 ,August 2001 (Domestic Return Receipt 10259 r -1540 . i i ii ii:tttt , 1 • 1 .:t l 1nuTED STATES POSTAL SERVICE7-��J `First=- ass,IVMail f ' r-""—m'Postage-8i id--' ------- Permit-No:'G=10 V • Sender: Please print you rim 3,address, and•ZIP+4 in-this-box.•`m"`--ti— J vs ir•✓ EV vL S7J 4/i✓ 1,G(Ggle- G7-- Ce,r6ii tee- ./W//11 d': COMPLETE THIS SECTION COMPLETE THIS.SECTION ON DELIVERY in Complete items 1,2,and 3.Also complete �>♦�� item 4 if Restricted Delivery is desired. Pr, ❑ yG • Print your name and address on the reverse 0 Addressee so that we can return the card to you. now if ved by(Printed a ) nate.f Delivery ■ Attach this card to the back of the mailpiece, � or on the front if space permits. A` `L 6_ 1. Article Addressed to• D. Is delivery address different from item 1? 1� s If YES,enter delivery address below: P-'"- ,heA(.6.,64 //i-e&f,74;-7,i, 06 60A 'CLI-C 3'7S �.✓a- £ Com- GAG-( c6 t N�7• C C13/ L ci: 62ei E; xi/493s- 3. Se�ce Type C7 Certified Mail 0 Express Mail O Registered 0 Return Receipt for Merchandise O Insured Mail 0 C.O.D. 4 Restricted Delivery?(Extra Fee) 0 Yes 2 Article Number "70/33 a''' 4:'Z' 6-477/576.) lek• (Transfer from service label) ; i S ; PS Form 3811,August 2001 Domestic Return Receipt 10259--...-1540 UNITED STATES POSTAL SERVICE First-Class Man 11111 Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • s:-7 ,,,/XD44,,e--4.-- e U Lel( a.-7r../7-e6..t AA-/ 035- 6 ce._.A_-\.)E fe__ JUL 2 4 2003 9NING ®041 !.t r_..1-1 iwilliiliitimillniLliii,i:i,iimilstili:i=iiil:fiiNi Air • ZONING BOARD OF APPEALS TOWN OF SOUTHOLD.NEW YORK x In the Matter of the Application of AFFIDAVIT Lint 4'ad -Cs.4-n/ t,rdre-- OF (Name of Applicants) MAILINGS CTM Parcel #1000- 9g'._/. 7• !1 - -------------- ------ --- x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, ..f//6 el-A/ 6024-1,er_ residing at c vralv s- , New York, being duly sworn, depose and say that: On the /7/4 day of JV&-1/41 , 200 , I personally mailed at the United States Post Office in e— 'S`'o- g. , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in prepaid envelopes addressed to current owners shown on the current assessment roll verified from the official records on file with the (1.0 Assessors, or ( ) County Real Property Office , for every property which abuts and is across a public or private street,-or vehicular right-of- • way of record, surrounding the applicant's pr erty. • i•nature, / I Sworn to b: ore me this • /7 lkof , 2003• p • JOYCE M.WILKIiVS Notary Public,State of I�etnr York ( ;�,tary Public) No.4952246,Suffolk County ' Tenn Expires June 12,a0 O PLEASE list, on the back of this Affidavit or on a sheet of paper, the lot numbers • next to the owner names and addresses for which notices were mailed. Thank you. • d ',4(, a,A 71 Ltde- : 7. /7 37S- / :4(c) CAA/n47,-c7 i , � 7 i�' /35' 4:67-‘46 Q t ce.drir,e Tht.,441-Ate-J.,it6t-°•(• 4 6f/fp/dr_ )f) eite)Cdabdia5 Com✓ (-r 1 bhor, AN 001 L-33i( Cys '-) -2-cc 4216.-Pr-irr---1-^41 . �- � -11'\/1//3di-33 ti <l ZONING BOARD OF APPEALS TOWN OF SOUTHOLD'NEW YORK x In the Matter of the Application of AFFIDAVIT ,1e6r1 ✓c41i d le/ --7,,, 444vc'7e--- OF SIGN (Name of Applicant) POSTING Regarding Posting of Sign upon Applicant's Land Identified as 1000- `I V ----,- i, 7 o // x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, 5✓6A-4r- S residing at Aso 4Arf-ZiCr C ifi6-('- , New York, being duly sworn, depose and say that: On the /day of—7 tit, Jy`Yr , 2003, I personally placed the Town's official Poster, with the date of hearing and nature of my application noted thereon, securely upon my property, located ten (10) feet or closer from the street or right-of-way (driveway entrance) -facing the street or facing each street or right-of-way entrance;* and that I hereby confirm that the Poster has remai d in place for seven days prior to the date of the subject hearing date, whi hearing date was shown to be i (Signator-') Sworn to befor me this "� day of , 2003. JOYCE i►�.1�lILKINS (A",c_U,_: .4_,._j2„_ Notary Public.State of New York No.4952245,Suffolk County( otary Public) Term Expires Jume l2, ,,P..00 i 1 )ii., *near the entrance or driveway entrance of my property, as the area most visible to passersby. -"at�•s'97OR''Vans'ton S'``ltoad, - iCut'ichogu reel 10004114- ' 10•/O a i s Joseph.arid.Donna `'Std'•Pierre535'1:';RRquest"for'a -- •Variainceyuun`der'=Secrion`'�`100' :{#244B;.based:oii'&.the i 8Bitilditig • •D,@parnient sr prl1; ,4;;;:200.3 COUNTY OF SUFFOLK Notice' - -of'. •Disapproval. STATE OF NEW YORK ss: - -Applicant-proposes--an-;addition; to theoexistip_ilWelling -with _- Lise Marinace, being duly sworn, says single;sideyar'-at}fess,tiand that she is the Legal Advertising feet-and-combined�"sidey-,ards at %3;.;={ICU HOLOTICE rr';-::'?, lessgthaut 5lfeet,l=atr370c'Goo�se ' Coordinator, of the Traveler Watchman, ;,,jiiWi 9,1*,-TQWNzrY„'n ,t rOel:;Fane,=r�Sonithflld; : arael apublic newspaper printed at Southold, -i O0 .EALStr :490,9rrZ9-,1.6 „r,xs,-•k..;,�:. .- - .t Pe D AYPJUL -24 :�=•�r' 's ,:3, ,m4� �,` " ,2Q03V1�4_ �n 10 4•Q.�a.m. =Deinc Ce�has in Suffolk County, and that the notice of F' `' PUBEC H1N; NGS;-.' #5346:• Re nest`fo a'Varian# '-''NOTA gtt, ,IS i::a.�HEREB`Y=-"•Tonder e which the annexed is a printed copy, has ° .1.41 -33G �ba"s'ed, :1oIMWTQtxn L. tq Seetioia ter x•: ,;,onvthd-..B"uilding"rrD aztinents been published in said Traveler ;oA the,Tgtwa€Law,and Chapteri;•w Malt4 ,,V '.t20(0'i otic#•-of Watchman once ]100 Zoiun- .Code wn-a: Disa rov -A." lican ro o each week 6 � �� r� Otte �� 3,r;:,S r.. .�1 p�x;,F.��-�..PP ,. p R �?� •of'Setilli l i-g-foll'owin ,Pub= ' an�accessor'yl(pool°ho>ise)stiue- for week( successively, ie e'ar-ingsti illtiexlield •y,-tlie, tore at-less than 6,0 feet from$e commenci J_ othe -SOU3iROLD-TO: d : I • r o;.;;;dz'ort to ine,$,atri day of g.'. ;t0 � EA :S ath0 T, ,1.=r strO etntgarGekTO,PrZ¢f?, �� - .. . . ., 2003. Hatt,"-7,53'695 - Ro rP` 1� G�' A � Y+4;SJr�,42`�•t•P ;t•�ayq•r`-. - n,�'�'? fag. 41sier1'79;Sot` thold,ttNew tOrlr _ k0•:50,r g. .3Crysfia .nRock • '� -: 1=1971=09591ior:Thiiirsc'lay,k ill t;oil#5152-Regt4,�estgdt;OVaiaai e .... . .•s AA 4j( 14- 2UO3t>',4.-;the .rinles •noted •i Mire*geeti lO�d`=3 t- asOd. OA.4b ,z . �9, q a$ soon�`ttie;e4figr-;Ors F on e, to duig iPep, nae i;'�S' posstbl'g '^''s.,�ces.�;,..� �..�::.f',.:� .,a�1�;r.�� �, - -� a,, ,,� -- '..-i,-,,,;.,,„,:=_€, P ,u?.,JQ,t 2003;;t Notice, of 9.30 a.ntI ltichar'd and-Clry `Disapproval' plilicantipropo es Cora:zzzini,,#5348:ZRecjuesr'foj�ap"'^frfo�o ai;`aeces�sory sl ed�infan 1 cater x :,k ar�ltlice,}order Section' 14-I -,:-area Qftie `tliai>~•a};.coderreguiredf" Swo to e ore me this day of •;.( 7^-a-.(„10.00.4 -Y,1?aSPd 00.;:t126-i_,-- • - :?Tf;:;,`, }^*i;°{M ,:.„ mrd i' 2003. Building Departrrienl'S April 4, 'See'Legats next<,paged . . ., - ------ -- -------- -- l'Legals from precedlgg page -. 1:30 pin:--J. •and-B. Severin #5344. Request for a Variance fives,desiring to be heard at each' ' #5303.,Based-ori-the Building under' ection 100-244,based on hearing,and/ordesiring to-submit rear yard location,at 10939 Main Department's' January' 10, 2003 the • Building Department's- written statements before the Road,East Marion;Parcel 1000- Notice-of Disapproval, applicant February 4, 2003 Notice of conclusion of each hearing.Each 31-4-28 mi requests a Variance under Section Disapproval, amended June 19, hearing will not start'earlier than 11:00•a.m. Joseph Guland 100-239.4B 'to -construct addi- 2003.--Applicant has a single- designated above.Files are avail- Susan Braver Gulmi #5340. non((s)teethe dwelling at less than familydwelling under construe- able for review during regular Request for a Variance under 75 feet-from the existing bulk- tion (BP #28154-Z) Which does business hours.If you have ques- Section 100-33, based' on the head, at'565 Gull Pond Lane, not conform to a single side yard tions, please do not hesitate to Building Department's March 4, Greenport;CTM 35-4-28.27. requirement of 10 feet and corn- call(631)765-1809. 2003 Notice of ,Disapproval. 1:4,0p Harold Reese Jr. and biped sides of 25 feet, and the Dated:June 20,2003 Applicants,propose a swimming ,Scheemliri Homes#5349.Request front setback is less than the.min- Lydia A.Tortora,Chairwoman pool, accessory ' garage and for,a,Lot Waiver under Section imuth 20 ft.requirement and con- Board of Appeals accessory shed in an area other 100-26, based on the Building ditions _under , ZBA #4160. 1X 7/3/03 ((806) • than the required rear yard,at 250 Department's March-'10, 2003 Location- of Property: 59235 _...---_--7-7.--.,- -p—a Pine Tree Court, Cutchogue; Notice • of Disapproval, to County Road 48, Greenport; &Ni , r., Parcel 98-1-7.11. • - unmerge.vacant lands located at Parcel 44-2-11. - 11:10 a.m.Nancy Stein#5260. 1025 Seawood Drive and'8360 2:10 p.m. Charlotte-Deliteris Request for Variances under North Bayview Road, Southold. #5371. Request for a Special JUL 7 2003 Sections 100-242A and 100-244, . Applicant proposes to build a sin- Exception under Section 100- based on. the . Building gle-family dwelling on CTM 79- 31B to•establish an Accessory ent's April 29 2003 7-63, a described area of Apartment use in the 'owners . you, �rr�,n�. Nopartm14 379.24.s \ft., merged pur- existing single-family residence, iE _,..-..._.lf,P.f.••�.„ Notice of Disapproval.Applicant p " proposes additions and alter- ations to the existing dwelling adjacent area of +- 28 acres, Parcel 78-9-13. with a front yard setback.at less CTM 79-7-55. 2`20 p.m.'William 'Goggins than 35 feet and single side yard 1:50 P.,– .Z m. oumas Contracting #5382. Request for a Variance at less than 10 feet,at 2665 Cedar #5345',Request for a LotiWaiver under-Section•-100-30A.3, based Lane, East Marion; CTM 37-4- under'Section 100-26, based on on the -Building Department's 12.1. the Building Depart'ment's April amended May•16,2003 Notice of 1:10 p.m. Jay Kennedy#53,58. 3,2003 Notice of Disapproval,to Disapproval. Applicant proposes Request for •a Variance under unmerge lands-located at 155 and an addition to the ;existing Section 100-33, based on the 205 Sunnyside Road;,Southold. dwelling with a single-side yard Building Department's April 23, Applicant proposes to-build a sin- at less than,15 feet,and Jess than 2003' Notice of Disapproval. le-family.dwelling on CTM 63- 35 ft. combined side yards, at Applicant proposes anaccessory 1=5, contannng a described area 1780 Jackson Street and 8755 • swimming pool partly in a side of+- 9,100 sq. ft., merged pur- New Suffolk Road,New Suffolk; yard location,instead of entirely s to Section 100-25 with an Parcel 117-10-14.1 (13 and 14 in a rear yard location, at 330 adjacent area of+- 18,900,CTM combined). • Maple La., Private Rd. #3, 63-1-4.. The board-of AppealsWill'hear Orient;CTM 17-3-2. 2:00 p.m. Lefkios Antoniou all persons, or their:representa- tfi'q 2003 Notice .o Disppro1 - - ,siF1e.yard .=at:les5".4an-95'Xdet 14`60nbliect•ii7,$-$60N,A#dit Point Road, utchog Parcel 1000."#5354: Request for a Mthe sididefiffedtiOn 100;--2441f-hazsred'bh ' Aprila '17,,1003:Notiqallo-f,P14pprovf 'the'-eigt'ingilw:ell'inewith'-fiit4,1 gidef-!Aras'aVI'es'stthAiithq'640.. P,O.1.1.1:em.en,t of, fe-el,"::Oicrgr-Ont :yard kge§s=t11404 f'et;:t 1095 .1irike.1)-iii"re-Prneeiypolt -It1004 950 a.in. t Path-64- , • Variance 244, 11/0100A`71:TOP-3kEl -;;January'.';24';2003 'Notjc of ,:lyg,atip#ffit.-Applie'aritsj-propose additions.. and' alteratjön .. to 85 dating ibkettiift*1eN.,:'thitiS feer:Scom t4,Fficntfot accessor%P.cu.)o . d built" 4117iikitST-,;464gOilfkThaii,P1h4- -Viicle9r,g4red'Tear`y4rdfk-1t5 (40'N'ilinggifth61411.-rxest clag. #5.56!-! ,174:flinc6itlitteFSectuiiiqb.04based on- ' th& Building 44:, - Depa:rtineka,.:ApriVIVT003 Notice of Disapprovai -----ApjAicintsrproptise--..ail--addition to the--exig4-4.1*01,114:4.pfyi'08' .14than 40 1t frOntiherear-lot ne,„;,at. --goad; ilvatinkePAter4.111.221/517:'e'''''' 'Came P#5351 Request or a rjn 'under Sectlofr. 1.00. 5,13 the Building Depa ]el]tS June• l8 2003 Noi ice of Dis'aVtif6A1: -Applicant piMsesilvocat4i1 • accesso ..garae iii a.yard area _9:Lt49r.;thr.aig*,-60c16,-re,qinIgcl-.4.par 05 Pak 'ffAiAifie.',61irGoose -Biriehtlyenue); 13ay.-1-Esrt4ie_s,d-Souglit '`Y.A461<ed,45,,SQ:'Retitie§t 'Var 4116etlinaeliSeetiOlift0L31, based--- on ,,thd`!:s.s.93;u. ilcjing Departmeneg 4prii. 1, .2003 7N-6-tio6"-" of Diptovai ,h6ant r6 oses-anac ..- / 10'-0" 10'-0" / 25'-0" / II II / 51-0" 51_0" / 0 <IC lc =.2 o ,/ -, o A - - _ Yin 0 O Q N aO.\ \ \\�` 3068 30(08 \��\ ��\. ,p, _ // • \ r - -6-\ .... �` i�sW UTILITY' ROOM U \\ .\` b .\` "�/7 (1.// ° 2-12" M.LAM .� _Ci '� \O ("----;:.7 ) 4 f 1Y / >I<` 4, 5...511 // \\ / X\ 2X „ RR * 1• 67\" O.C.` \ 2X10 RR 6 16" O.G. >L _ 22X10 RIDGE \c2X12 RIDGE , NETOGAARAE cA NI- 0 a ' QlQ \ F-- NX "0";)cli GOVCRtD PATIO 0X ' N K`---.:_.-- ---____-• FJH60611 N / NEW � ,/ U1 OUTSU INCc.:1 �;' GHAfSNG, ORO9M ' A / / \ / p ;/ q = / / ' / Ys ,// / NEW V / _ °V ,/ U, �� .J v it 2-12" MLAM ,,/ 2868 ,/' BATH /�' (7.-�; ��\�� z Li •�--- 0- ?°<\ / /' /'100 GFr'1 FAN • X\ / , .�.\ ,/ = \ /C D in L -( /it 0 'I I / II I / V . "Y/,N lei -r 4 II Z / „ 1 „ lis ,T_ S -0 GARAGE DOOR 8'-0" GARAGE DOOR V -`1, � / 7 LI____ __, I ' \\ CZ � lU 111 /'/ / \\�\ - 351_0" — O \ / / d / 5,_0„ 5,-011 -11_.��a 10'-4" -11-4" __ — 10'-O" / 10'-O" / 25'-0" lu in I 1.00R ®® FLAN SG,4LE = I/4"=1'-0111 1 \ • _'..•... ..!!.., :•:_•.,:,-.•:••••••:..‘` .'�.,%�=.:,• •«. '-'7.•••!C'. -� .. .. , .. t•••. . . r : : : 1- 4Li A.• 1 1 f� 1 1- Z ' "' fit' < � NOTE A: STRAPPING AND 1--IUFF' C TIES: :,,::: O O CEDAR SIDING, TO MATCH EXT6 -- _ •• 1 � •lam — 4 I ��' • i Iliv ,1 PAPER - .,...•. .' 1 z 15 BUILDING, 5E FULLY CONNECTED IN ACCORDANCE I/2" COX PLYWD SHEATHING, NEW FRAMING `.d m '' ,; 1 CO �L < .Yi. I O 2x4 STODs • 16° o.C. , SEEATT,4C1-I \ `�.: :..� .; i _ R-13 FOIL FAGGED INSULATION UJIT�--� T � i�EC�U�rl"INTS OF NYS CODS. D LL� • :'r I 1� I 1 1,:..• _; I 1 .•gyp I-1-)r, (� 1/2" M.R. SHTRK DET4ILS ON PAGE S' P-2 s•'=�•=•••:': I c., FOUNDATION CONSTRUCTION: 1 1 by V, 2-2X6 TR'D PLATE • i '` 1/2" DIAM. ANCHOR BOLTS 12" LONG 1 • I W/ I/2" DIAM ANCHOR 24x2�x12 DEEP ` 4. 4'-0" OG.MAX 12" FROM CORNERS Ir.•' m BOLTS ® 48 O.G. CONCRETE FOOTINGS I SILL SEALE•It 4 36" BELOW GRADEr CONCRETE FOUNDATION •='a I Z TERMITE 5�F>11LD NOTE A ! '4 WALLS ON 0 0 UNEXCAVATED I ABOVE FIBERGLASS ARCHITECTURAL • I 2 " WIDE x 8" DEEP v NOTE AROOFING, TO MATCH EXT6 . 4" P.C. SLAB ABOVE 1 , , . . ABOVE - ,� VENT 50# ROOFING FELT - _ _ ,, 6X6-10/10 WUM .'`_% = POURED CONCRETE (3000pm) I :: 1 2 RIDGE I/2" GDX PLYWD SHEATHING, "3 VAPOR BARRIER ;?, FOOTING Wltl-I 2-*5 RESARS = A 2X12 RIDGE 2X10 RR ® IG," O.G. Q Q • ' AMPLY WATERPROOFING CONTINUOUS TO EXTERIOR M NOTE A 2X12 RIDGE W/RIDGE VENT "t m n '; I = ;•• =I `•z.. ABOVE ? 2X12 G.J. ® IG," O.G. WITH 34 ! OF FOUNDATION WALL BELOW GRADE _ :v 2X12 RIDGE 04" _....H_____ „Aillo,,,, • - 114114%iiiiiiiir/6„ ALUMINUM i �► 16" O.C. LDRS +E GUTTERS .•_ ' l 0----"--113 ITIPPPIP7] I ] WOOD FACIA TO MATCH EXTG, •' _ ':: ✓ 4 0. VENTED SOFFIT :•• �"` {��/�y ATTIC TO MATCH EXT6 •'.; ��' • MI .J a." •� '.•1 i '• SANE Y.•`a - -ium -siommimmisiii ri lir I - :r s 4" P.C. SLAB ABOVE .'; 2X12 G.J. ® IG," O.G. 611k � \ DI ! _M":l-30 FIBERGLASS INSUL 2 2X' I �`• rcX6-10/10 WWM ,: 5/f3" type x shtrk P ATB = I.?... f: ,; `. i ! VAPOR BARRIER I" NOTE A NO A walls 4 ceiling Q 1'r .. I ABOVE ABOVE CEDAR SIDING, TO MATCH EXT6 in • v = i;17:: �� • NOTE A .: ABOVE _. _ 15" BUILDING, PAPER '" ;i :-, ,r.. :: •`4' ..- ., ... _ fi _ 1/2" CDX PLYWD SHEATHING, \. \ I •' 1';: :`'' '`C: 'f:• '' ••- "-:'•.' \ili CABANA Q Q 2X4 STUDS ® I6" O.G. I • •• ' •••• COVERED PATIO _ ir p 2 CAR GARAGE 5/8" TYPE x si-n - 1 • � ��" SHADED AREA I :••? I s 2-2X4 TR'D PLATE • I " i I-1-1 I e DEPRESSED 20 BELOW W/5/5" DIAM ANGHOi? '•`�: TOP OF FOUNDATION WALL I NOTEA BOLTS ® 48" O.G. I • -' ,�= I } .. a• �' ABOVE TR2'DXP A7<�E SILL ITESESHELERzi3 . .ti ...::%/,,'"' '1.A," ,��' M :..:;•••.:r:.:::•:•.. :. .// . .�y `�,` /rr ,� -r _,�;_.'.. , ❑ 11 '4 I TERMITE sHEILD } ).' \ _._ . . 2" THICK RIGID r..•.... . . . .. . '�',�•• :...:. s .. -:'.Nom \ INSULATION MIN NOTE A ,.A., ✓--T 51-0" _ 2.-4.. 81-0" ✓..4 ABOVE 8" P.O 11 FOUNDATION WALLS / / / ,�- 2411 VERT 4 HORIZ. 411 P. GONG SLAB ON 20 WIDE X 8 DEEP WM W/ 6 X 6 10/10 WWM s�„ ;:. P.GONG. FTG, W/ (2) # 5 25'-0” ON VAPOR BARRIER REBARS CONTINUOUS / ON GLEAN COMPACTED FILL (5) O U N A7 I O N L.AN SCALE = I/4"=I'-0" --1 I SEC I ION SCALE = 1/4"=1'-O" --- 0�1 3-4 5 �.. X10 ems ® �M Er rl!�i 0 A-11` 0 1 2 3 4 5 10 1 (N II it ° . < I. o0 O 0 - N It 6 RIDGE VENT I- 71- 1 2 1- ii 12 - CEDAR BLEND ARCHITECTURAL RIDGE VENT - O FIBERGLASS ROOFING TO MATCH EXT& O Qz W imAil -- �� NEW ALUMINUM LDRS 4 GUTTERS w - VENTED SOFFITS TO MATCH EXTG to 6 - _ - .711MIMIIMMENIIMIMI IIMI$ --"qiiillIMahlik- Q Q4, PLATE = LI EN 1 ., LI Lill [11 III U I I ,— I I J Li 0 o , �J PLATE 1 J I I I I o- ~ ANDERSEN HIGH PERFORMANCE rrurror �rnrr mr rr n I I I I I I I I I 8" SQUARE TAPERED �— Q � CASEMENT WINDOWS $ DOORS WOOD COLUMNS ON r�mr _Alr r rr X �imrlilmrnlmrlr1ilmr1ilmr r�mriimr DECORATIVE WOOD 11N011 mr Li 1 _ r r WM onosorril eminimm mina n 1111111111111111111 BASE PLINTHS BASES MEI r I CEDAR SIDING TO MATCH EXT' IMIUM1In 1IIII mrriENIIMMINIIiIMME r - "'°i r r r r r r r r r r = _ ,,-, FRAMED WITH i- MIMI 1nmr r rrirrr ilnl =11 ri 1111rl rt�r1 ri�1111111 ri�1 M a A rrilmr11imr All _ u r i� 11 r u r u r ommairommrrilmrnilmr�imrnlmrmi iwn 1 I r IN 5/4 MARINE r�mrrmm r �lrnmrnlmr llillelln �1imr1ilmrnlmrnlmr = _ — 'r- u I- PL,4tE TRIM IEDDF_!W_S tu 8 II II II II II II ❑ II II I II ITT II I 13 , , II II II II II II II II II II II II II II II II II II I II II I II II I H II II I 0 T y \ FINISHED GRADE 8 z I I I I I I Q Q FINISHED GRADE I I I I I I I I - m I I I I I FINISHED GRADE ILI _L -!-— L L I m 8" P.G. FOUNDATION WALLS L ---1- J C I I Z C I T ON WIDE ►X5" DIMP* 5 ___ C C _-----1 C�—J (2) 111 REBARS CONTINUOUS V IE- 0 Ill W ElaumEX I ATI ON SCALE = I/4"=I'-O" •• 2 EI.EVAT I ON SCALE = 1/4"=11-0" 111 isollogimi .....•••• -... -. r 14 xi< ) A-2 11 -IN -N im-IN EC:=ImIC:=Egni z CQ A-2 O I 2 5 4 5 10 ( O I 2 5 4 5 10 _ ‘Q•000, -I ---1 0 19 ' '' ?! if) CNV w v r`SC:1 ji Z z /4 ? fi4P4S < 111rn Ill4*, . V 1r z 00 p ILI-1 m DGE VENT CEDAR BLEND ARCHITECTURAL v 'd- {- iitI FIBERGLASS ROOFING TO MATCH EXTG RIDGE VENTv 0 mrz O o - NEW ALUMINUM LDRS 4 GUTTERS v VENTED SOFFITS TO MATCH EXT& PLATE --- ANDERSEN HIGH PERFORMANCEPLATE -11101 `—` rrmlr rill nom miumumr CASEMENT WINDOWS 4 DOORS '— r r�t1�mlrri r I NM ,, ramifinF ., rim um C11r� -���r- r -----7-- q111111 r ill r r�mrrmmr rel 111011 -_l_l- 0 I - rmm,Im , �IIirllr CEDAR SIDING TO MATCH EXT& I 1111111011 I -_-1 Z GVZit� GG�114 I I - Lill 0011 WWI r�imrmmr I ,� r 1100 ru r- rrmlr Inns rrirrlr lru1iia1r mr rrii.i 1 r r Mlmrrmrrmll i rnmr WM .' 111101 r1i 111MME �..� 11111 I - - rlirrrrli��1111irr1 I1m1� _ 111111111111111111111111111111111111 _ PLATE 111 8 - 8 FINISHED &RADE I I Q I I I I I FINISHED GRADE C! -y in 8" P.G. FOUNDATION WALLS ON 20" WIDE X 8" DEEP P.GONG. FTG W/ (2) # 5 • REBARS CONTINUOUS '"`�� y Cu L VAT I ON SCALE = 1/4"=I'-O" 4 #� X A T I ®N SCALE = I/4"=I'-O"r r� i A-2 -. - - ,- -..C;D 0 1 2 5 4 5 10 0 1 2 5 4 5 IO DIVISION 1 - GENERAL REQUIREMENTS b. Horizontal Shear. Fv = 95 PSI NYS CODE COMPLIANCE - ANCHORS AND STRAPPING @ 16 0.C. ni c. Compression perpendicular to grain: FcL = 625 PSI a. Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should II 1. Work performed shall comply with the following: d. Compression parallel to grain: Fc = 1300 PSI adequately brace the top chord plan. However, when gable end trusses are used, continuous 2 x 4 braces should be SIMPSON OR EQUAL STRAPS AND ANCHORS TO MEET REQUIREMENTS OF CONSTRUCTION IN ACCORDANCE 11 a. These general notes unless otherwise noted on plans or specifications. e. Modulus of elasticity: E = 1,600,000 PSI installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end: midspan WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF4PA) WOOD FRAME CONSTRUCTION MANUAL FOR between roof center-One and wall on each side of center-One and at center line of roof. ONE AND TWO FAMILY DWELLINGS (UJFCM) 0 0 b. All applicablepCode as l and on the architecturale drawings. f. Moisture content 19 % maximum b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace (( nj c. Al local and state codes, ordinances and regulations. - `U Il d In areas where the drawings do not address methodically, the contractor shall be bound to perform in strict 2 Other species may be used provided substituted species shall meet or exceed requirements noted above. should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nal this brace to all members it - 0 compliance with manufacturer's specifications and/or recommendations. 3. Moisture content All lumber 4' and deeper shall have moisture content not greater than 19 %, air died lumber is crosses. install this bracing at all gable or end wall conditions and at 14 foot minimum intervals throughout the truss '� * dimensions and conations shall be the responsibility of the general contractor and desired but not necessary. Lumber may be kin died, however drying process must be slow and regulated to cause a system USE A MINIMUM OF A 2. On-site verificationcrsof all minimum amount of checking, comparable with air dried stock c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows TWO 8d NAILS THIS his subcontractors 4.3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 4. All exterior timber and Kimber in contact with masonry or concrete shal be pressure preservative treated in minimum are required located at the 1/4 points of the truss span. Securely nal these braces to al members that it DE OF RAFTERconsult Engineer in case of question. accordance with AF&PA standards and stamped 'Ground Contact 0.40 los/cubic foot'. crosses. S2p s o n Strong-Tie �. • • 4. The general notes and typical details apply throughout the job unless otherwise noted or shown 5. Grade stamps shall appear on al lumber. S. Wood Floor Trussgc: °oil °@ 16" o,c, TOTAL FOUR5. Discrepancies: The contractor shall compare and coordinate al drawings; when in the opinion of the 6. Store al lumber above grade and protect from exposure to weather. 1 Floor trusses to be manufactured and installed in strict accordance with manufacturers recommendations. All O -8d NAILScontractor, a discrepancy exists he shal promptly notify the Engineer, in writing, before proceeding with the B. Fitch Beams: spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicatng calculations, loading, load 5-8d nails IINTO RAFTER 0 0 test data and any other information required shal be sealed b a ofessional engineer registered in thework or he shat be responsble for the same and any indirect results of his action. 1. Fitch beams shat have a mirmimtm fb = 15000, E=114 with V2' bolts located not closer than 2' from the top and Y Pr jurisdictlon top & btm �' N _� 6. Omissions: Architectural drawings and specifications Thal be considered as part of the conditions for the bottom edge unless otherwise noted. There shat be a bolt top and bottom 2' from each end (see typical flitch plate where construction is taking place. Truss manufacturer shat verrfy al spans, dimensions, bearing points spacing, etc. T❑ RAFTER rwork. In the event that certain features of the construction are not fully shown on the drawings, current bolt pattern detail). Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional ' j e n local codes, ordinances, regulations or agreements as well as current acceptable building C. Joist Hangers: engineer registered in the jurisdiction where the construction is taking place, to Engineer prior to fabrication, one for AND STUD ` %:/ A I' ir-= - nationa� state andSulI practices shall govern, and their construction shall be of the same character as for similar conditions that are 1 All purlins, joists and beams not framed over supporting members shall be supported Engineer's records and one to be returned to contractor after review. I 4) shown or noted. 2 Joist hangers shal be prime quality steel which conforms to ASTM-A525, min. 22 gauge. Products acceptable 2 Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent ROOF RAFTER TWD f } 7. The Engineer will not be responsible for and will not have control over construction means, methods, shall be Simpson, Kant-Sag, or equivalent. exposure to the elements. Always store upright, especially if stacking. TO TOP PLATE /' 0 sequences orprocedures, or for safetyprecautions and programs in connection with the work, and D. Bolts in Wood Framing A 8d NAIL i! 1 techniques, eq DIVISION 7 - TFERMAL. ANI; MOISTURE PROTECTION wil not be responsble for the failure of the Client or his contractors, subcontractors, or anyone performing 1 All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate 8C WALL STUDS INTO lap 010 o work, carryout the work in accordance with the approved contract documents. washers. A. Roofing: PLATES IGHT any of the wo , to 8. Any and all drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and 2 Steel plate washer sizes shall be as follows: 1 Fber lass "^ 8o1 NAILS H i p s o n Strong-Tie heating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services a. 1/2' and 5/8' Diam. bolts - 2-1/4' sq. x 5/16' 9 Shingles: Tl-� r (30) year self sealing shingles over 1 layer of 30* asphalt saturated felt underlayment INTO 7 unless otherwise noted. instal according to manufacturer's instructions. , provided to the Client by the Engineer unless included under their agreement Any discrepancies with these b. 3/4' Dia. bolts-2-5/8' sq. x 5/16'. STUD documents by any of the above listed services as shown in documents prepared by others should be indicated 3. Each bolt hole in wood shall be drilled 1/16' larger than diameter of bolt. 2 Cedar Shakes: *2 grade red label cedar shakes (18' 1 x .45'T) over one layer 30* a s.f. umderl bottom . instal with 4 in writing to the Engineer immediately. 4. For sill anchors, see typical details on architectural drawings. 1/2' weather exposure. Apply an 18' wide strip of 30* a.s.f. over each course of shakes, 9' from bottom edge of shake RAFTER TO TOP PLATE �C WALL extending over top of shake and onto sheathing. 9. Prior to application for building permits, the Contractor will furnish the Engineer with two sets of shop E Lao Bolts: r the other set to be returned to 1 Shall be of structural grade steel. 3. Eave Flashing: See note B-4, below. (ALTERNATE) I) drawings of all prefabricated components, one set to bA retained by Engineer, B. Flashing: contractor after review. Items requiring shop drawings include but are not limited to roof trusses, floor 2 Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be depth of members being bolted together. 1. All flashing, coir iter iiashing, and coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant -I _ 1 modified during construction from previously approved shop drawings, the Engineer shal be furnished, prior F. Altering Structural Members: metal. S irh son Strong-Tie i2 Flash al exterior operitgs and al buikfng comers with approved material to extend at least 4' behind wal covering. H2'� Iincor ra i .the revision. If the Engineer is not provided with the 1. No structural member shal be omitted, notched, cut, blocked out or relocated without prior approval by the Aklinilifillpirga,v _ to fabrication, with revised shop drawings po tng Cover all exposed plywood at building comers with waterproof bunld'ng paper @ 16" O,C,above information, the client shall defend, indemnify, and hold harmless the Engineer from any claim or suite Engineer. Do not alter sizes of members noted without approval of Engineer. 3. Step flash at all roof 10 wag conditions. Flash and caulk wood beams and other projections through exterior wags or ° °whatsoever includin but not gated to, al payments, expenses or costs included, arising or aleged to have G Built-up Beams: roof surfaces. 5-8d nails °o 9 to & burn ij t= arisen from prefabricated items. 1. Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: 4. Eave flashing shall consist of two layers of 15* as.f. cemented together in addition to required naing from the edge p 10. The conditions and assumptions stated in these specifications shal be verified by the contractor for a. Members 9-1/4 and less in depth. glue and intemail w/2 rows 16D nails at 12' o.c. staggered. of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building. o �,•• � ' conformance to local codes and conations. In the event of a discrepancy between these specifications and b. Members greater than 9-1/4' in depth or multiple 3 x members through bolt with 1/2' diameter machine bolts at C. Attic Ventilation: i local codes or conations, the contractor shall notify the Engineer in writing of the discrepancy and special 24' o.c. staggered. 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened engineering requirements shall be applied to insure the twilding's structural integrity. H. Cutting of Beams. Joist and Rafters: ventilating openings lxotected against the entrance of moisture and rain in accordance with the WFCM, ROOF RAFTER !°° A 3 5 FIP 1p - 11. These requirements may be superseded by more stringent information contained within t Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than V6 the depth of and NYS and local cordes and ordinances. See details on architectural I " the drawings. The more stringent shall be followed the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member s�'hall not plans for locations and details. TO TOP PLATE !.• 1 O,C, 1L1 12. Soil conations shall conform to or exceed the following conditions: exceed 1/4 the depth of the member. Holes bored or out into joist shat not be closer than 2 inches to the tip or bottom �•. 6-8 d NAILS L T P 4 o n v Bearing Capacity: Min. 2000 psf. field verified under al footings and reinforced slabs. (ALTERNATE) Te May not b e l woo d Water Table: Min. 2'-0' below bottom of all concrete slabs and footings. Footings, foundations, walls, and of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams, joists DIVISION 8 - DOORS AID WINDOWS installed over- plywood Z W Sire •son Strom -Tiesheathing and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of members. A. General p g sheathing @ 16" O,C, Q z ILI slabs shall not be placed on or in Marine Clay, Peat and other organic materials. I Pipes in Stud bearing Nails or Shear Nads: 1. Windows in buildi�rr�s located nwind-borne debris regions (120 mph wind zone or with-in one mile of the ocean, bav C S 2 0 strapping k) 13. Live Loads: Roof: 45psf. Floor. 40psf (except sleeping rooms: 30psf). Exterior Balconies: 60psf. Stair Landings: t Notches or bored holes to studs of bearing wall or partitions shat not be more than 1/3 the depth of the stud 40psf. Wind Load: 15psf. Garage: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10pst g and sound) shal have glazed openings otected from wind-borne debris or the building shall be designed as a artial r - NAILS 9iPr 9 9 part* @ 16 O,C. ����- p J. Bridging and Blocking enclosed building in accordance with the Building Code of New York State. Glazed opening protection for wind-borne FL00 R TO PLATE 1I-I a Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrails 200psf. 1 There shall be not less than one line of bridging in every eight feet of span in floor, attic and roof framing. The debris shall meet ttie requirements of the Large Mssile Test ofASTM E 1996 and of ASTM E 1886 (12- 8 d nails 14. Bottom of footings shall extend below frost One of the locality and minimum 3'-0' below existing grade to bridging shall consist of not less than one by three inch limber double nailed at each end or of equivalent metal Exception: V L Q undisturbed soil or soil compacted to 95 % dry density having a load carrying capacity as specified in Note 12, brad of equal rigidit . midspan bridging is not required for attic or roof frame where est de tin does not Simpson Strong-Tie n9 y n9 joist P Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span of 8 feet (2438 mm) shat �����..� A35F/LTP4 �/ O v as verified by a soils engineer licensed in the locality where project is being bait. exceed twelve inches nominal Block solid at all bearing supports where adequate lateral support is not otherwise be permitted for opening protection inose- and two-story buildings. Panels shat be precut to cover the glazed 15. Al foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. openings with attacMhent hardware provided. Attachments shat be provided in accordance with Table R302.212 or (9- 8d nails each end) END ILL W exceeds 16', but less than 4'-0', shall consist of clean, porous, soil compacted in 6' layers to 95% drydensity > Y Provide 2 x fiestops at midi-pont vertically of stud wall Bridging as required by floor truss manufacturers printed shal be designed to resist the components and Badding loads determined in accordance with the provisions of the LENGTH • y. O Q or provide *4 rebar at 2'-0' o.c, 1-0' beyond edge of undisturbed soil and 1-0' into foundation wall. instructions. 16. Free draining granular backlit (SM or better) shall be used against foundation walls consistent with the Residential Code of New York State. cur not to exceed 40 f (poundsper LENGTH 10r/2x•' architectural plans and related details. Equivalent fluid pressure of backfillpc pound �• V ~ •• I- a I- K. Lintel Schedule: cubic foot). If backfill pressures exceed 40pcf, then walls must be designed for actual pressures by a Wl� Z 1. Unless otherwise shown, provide 1 Intel with 6' minimum bearing for each 4' of wall thickness. \\.�\ _ z - V Q registered Professional Engineer licensed in the locality where project is being built 2. Lintel Schedule: 2 Al windows shah;hags insulafng glass, or single glass with storm windows or equal. Sizes indicated on plans are =_ \ , v Q 17. Unbalanced f not to exceed T-0' unless otherwise noted and substantiated by engineering calculations. Span: Size of Member nominal only. Budder to consult with window manufacturer to determine exact sizes, rough opening, etc. At least one `V „ ,% O X v z - Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached Upto 4'-0' 3 1/2 x 3 1/2 x 1/2 or 2-2x6 window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft) with a net \ 0I- Zir ir ILS r er precautions shat be taken to brace foundation wags when backfilling Where _ ht of 24' a .net dear opening width of 20' and a sill height of 44' or less above the floor for mess CLEAR �� / • H lel 1 (L K their design strength. Pop p 4' T to 5'-0' 4 x 3 1/2 x 5/16 or 2-2x8 dear height i9 egress 3 SPAN backfill is required on both sides, backlit both sides simultaneously. 5'-T to 6'-0' 5 x 3 1/2 x 5/16 or 2-2x10 purposes. Glazing i doors and fixed glazed panels immediately adjacent to doors or within 18' of the floor, which may IV Q r 6'-l' to 8'-0' 6 x 3 V2 x 3/8 or 2-2x12 be subject to freq,kre and recurrent accidental human impact shall be tempered as per Residential Code of New York • DIVISION 3 - CONCRETE L Plywood • State and local codas and ordinances. i. A. General: 1. All plywood shall be Doug fir or equal It shall be manufactured and graded in accordance with i Simpson Strong-Tie d +: ,i CS20 strapping • \ rJ 1 The concrete properties shall be as follows: U.S. Product Standard PS 1-83 for Construction and Industrial Plywood DIVISION 9 - Fil.SH'�' Item Mn. Comp. Strength Mn. Aggregate size Slump 2. Each plywood sheet shall bear the 'APA' trademark. A. General @ 1611 o.c. U END z Z ® 28 Das (PSL 3. Al end joints shell be staggered and shal butt along the center Ones of framing members. 1. All gypsum wallboard shal be installed in accordance with the provisions of the Residential Code of New York State and LENGTH Days 10,,zxI:. Ir.....„ rovide minimum 1 5/8° RIDGE STRAPPING ILI Footings 3,000 1/2;l' 4' 1' 4. The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. local codes and ordnances (as applicable). end distance < I Slab-on-Grade 2,500 V2-1 4' 1/2' 5. Nails shall be placed 3/8' minimum from the edge of the sheets. The minimum nail penetration into framing 2. Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in 1 ST STORY RAFTER TO RAFTER (n Ua Walls 3,000 1/2'-1' 4' 1/2' members shall be 1 1/2' for 8d nails and 1 3/8' for 10d nails. accordance with manufacturer's instructions. TO 2ND STORY quit number of Garage Slabs & exterior slabs 3,500 1/2'-1' 4' T w/ 5% 6. Al floors shal be naiad as per naffing schedule. 3. AI edges and ends of gypsum wallboard shall occur on the framing members except those edges which are specified nails i n SIMPSON STR 0 N G-TIE air entrainment perpendicular to the framing members. Al edges of gypsum wallboard shall be in moderate contact except in concealed each end ►� 1- Z M. Corner Bracina: CS20 STRAPPING © 16 o.c. 1 Unless otherwise noted, brace exterior corners of building with 1 x 4 diagonals, let into studs, or with 4 x 8 spaces where fire nesustive construction is not required. (9- 8d nails each end) f) r- < LLI 2 Concrete work shat conform to all requirements of ACI-318 specifications for structural concrete for buildings. plywood sheet of thickness to match that of sheathing, or with metal strap devices instated in accordance with 4. The sizes and spacing of fasteners shat comply with the Residential Code of NYS and local codes and ordinances (as AT EACH RAFTER 0 0 I v applicable). manufacturer's instructions (16 Ga. compression tension), or w/structural grade thereto-ply. 2 6" LONG STRAP z } 3. Al reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and 2. Lap plates at all corners. 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. (9- 8 d nails each end) f �/ located according to the appropriate architectural drawings and details N. Nailinkx 6. Fre-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction12-8d NAILS EACH RAFTER9 B. Reinforcing Steel: 1 Al nailing shat comply with nailing schedules in WFCM, (see attached schedule) and according to the LI Design specified on the drawings when units are designed under NYS standards as indicated on the Simpson Strong-Ti-e-----sr' : I- 11j 1 Reinforcing steel shall be intermediate grade new bilE�t deformed bars grade 60 conforming to ASTM & all state and local building codes, or maufacturer's recommendations. drawings. (5/8 type X wals and ceiings) 615. Welded wire fabric shall conform to ASTM A-185, See architectural drawings for sizes and locations. EN D •• O. Fre Stopping: @ 16"r O Ci n g EST LENGTH x 0 m ri 2 Detailing, fabricating and placing of reinforcement shell be in accordance with ACI-315 Manual of 1 Fire stopping shall be provided to cut off all concealed draft openings (both vertical and horizontaD with 2 DIVISION 15 - MECHANICAL LENGTH 0/2 Standard Practice for Detailing Reinforced Concrete Structures nominal lumber or 2 thicknesses of 1' nominal lumber with broken lap joints or other approved material. P. AO nt: A Heating Ventilation and Air Conditioning: �0 5/8" DIAM 0 Z t grme 3. Al reinforcing bars which intercept perpendicular elements shat terminate in hooks, placed two (?� inches 1 Al rafters and joists framing from opposite sides shal lap at least six (3) inches and be nailed together with 1 AI work shat be n lug accordance with al current codes and regulations of the governing agencies. - X 12" LONG clear from outer face of element. min. (3) 10d face nails. ( (see attached nailing schedule for superceeding requirements) 2. Mechanical subcontactor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to A•• Engineer prior to instatttion. Mechanical subcontractor to review structural shop drawings and notify the Engineer of any ANCHOR H 0 R B 0 LTS 4. The contractor shall notify the building official at least forty-eight (48) hours prior to each concrete pour. 2. When framing end to end joists shall be secured together by metal straps. � g �������� No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered Q. Partitions: mechanical and structtu al and design intent conflicts prior to construction. 4 CLEAR .. © 36', O.C. prior to placement of concrete. No concrete shal be placed anti al reinforcing has been installed by the 1 General 3. All work shat be ache in a neat and workmarike manner and so as to not neediessly hamper that portion of the work `� SPAN • r $� 12" FR 0 M CORNERS contractor and inspected by the building official or county approved licensed inspector. a. Provide solid blocking at 4'-0' o.c. between the joist and first interior parallel joist. performed by others. cover for reinforcingsteel shall be as follows: B. • Plumbing ` B P 1 /2 -3X3 BEARING PLATES UNDER B 0 LTS 5. Minimum protective 111 b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. LTP4 RI:" : ^a. Footings: 3' c. Splices shal occur only directly over studs. 1 Al work shall be i; ul accordance with al current codes and regulations of governing agencies. .b. Beams and columns: 2' 2. Al work shal be doe in a neat and workmanlike manner and so as to not needlessly hamper that ortion of the work @ 16 0,C, / i of slab) d Structural variations are glowed rf substantiated by engineering calculations. Stamped by professional engineer P 0.2p Z. c. Slab: 3/4' (Wre mesh to be placed at mid-depth licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to performed by others. 6-8 d NAILSd Wals - 1 V4' at interior face: 3' at exterior face• 3. Plumbing sur bcontraid.or to review structural and mechanical drawings and notify the Engineer of any plumbing, � JOIST I I A Engineer for approval prior to construction C. Foundation: e. Lap top plates at comers and intersections. HVAC, structural and itsign intent conflicts prior to construction 1ST STORY . 1 Footing depths are shown on the architectural drawings. Footings shall bear a minimum of T-0' into 2. Bearing Walls supporting one floor or more: *• y.original undisturbed soil and a minimum of 3-0' below finished grade. Where requied step footings to ratioTO SILL P LATE :•+• \ , n of 2 horizontal to 1 vertical a Partitions must be constructed of minimum 2 x 4 studs spaced 16' o.c. of type lumber specified DMSION 16 - EICTIAL %°: - \ v 1 b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used floor joists shat be _ i' ! � 1 2. Where conditions developrequiring changes in excavations, such changes shall be made as directed by the 1. All work shall be ire all accordance with al applicable - ` -u g centered drectly over and below bearing wal studs with a tolerance of no more than 1' unless substantiated by Engineer. National, State and Lcal codes and shall comply with the ,°�� . �, // 3. AI footing excavations shall be inspected by the building official or county approved inspector prior to the engineering calculations. requirements of the srvng iF - c. Bearing stud wals must be sheathed with a minimum 1/2' gypsum board fastened according to drywall and tele hone+uorr allies. HEADER placing of any concrete. Same shall be given forty-eight (48) hours notice for this observation powerP +P 4. Sol investigation and report: Al earth work, compaction and supervisions shall be done according to the manufacturer recommendation. 2. All work shall be dine in a neat and workmanlike mannerJOIST recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab R. Wood Roof Trusses: and so as to not neeilessly hamper that portion of the work JOIST ��'���;0P. , I r and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify 1 Timber trusses shall be designed in accordance with accepted engineering practices. Calculations, joint strength information performed by others., g `1 -d Engineer, in writing, so that necessary structural modifikations can be made. (allowable load per square inch or per nail, allowable edge distance, allowable end distances) load test data and other 3. Installation: o.;; tali > 5. Slab-on-grade shag be 4' thick reinforced with 6 x 6 W1.4 x W1WWF WF and shat be placed on 6 m1 information as necessary shat be submitted to local authorities for approval prior to fabrication. Each truss shal be a. Al equipment instated outdoor and exposed to weather 1 vapor barrier on 4' crushed stone. secured at bearing with one 'rafter tie' metal type anchor at each end shall be weatherproof ' re p b. Bottom of rece tades and switches shall be located 5' 111 6. Slab-on-fade at porches shat be 4' thick unless otherwise noted. 2 Scissor Trusses. Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to imdude thrs p• above counter ton unrtass otherwise noted on drawings.7. Instal anchor straps as per mfg. recommendations: 12' from comers and ntervals of not more that 4-0information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie type anchor and a i it 11 Minimum embedment for anchors shall be as specified by manufacturer. scissors truss connector, 'Simpson' or approved equal, at the other end to tie down the truss while permitting the c. Receptacles shal IN installed vertically at 12' above finish `.��\ HEADER HEADER CQ 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface truss to move outward without deflecting the wall. floor and 12'-O' o.c.heizontaly. Al receptacles within for all beams. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, 6'-0' horizontally of a sink lavatory or tub shall be wired to a Simpson Strong-Tie dimensions, heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout ground fault interrupter circuit. A3 Framing Anchor DIVISION 6 - WOOD plan, each sealed by a professional engineer registered in the jurisdiction where the construction is taking place, to d. Wall switches to be 48' above floor. 12-8d NAILS - Engineer's records and one to be returned to contractor after review. e. Al smoke detectors to be line voltage and wired in a A. Lumber Grade: American Softwood Lumber tan rEngineer prior to fabrication, one for 4. Truss shop drawings indicating calculations, loading, load test data, horizontal thrust and any other information manner such that the activation of one will activate all. Each MISCELLANEOUS Grading shall comply with PS 20-70 ' ' and applicable Western Wood Products Association standards. required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place and floor level to have alt least one smoke detector. Each A 1 Al lumber shat be, unless otherwise noted, No. 2 grade. Douglas Fr-Larch with the following minimum structural values. be submitted to building officials prior to fabrication bedroom to have Is own smoke detector n addition to a Simpson Strong-Tie InistoOditideetittaticitc.grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. smoke detector located in a hallway outside the bedrooms. MTS12 14 - 10d NAILS a. Extreme fiber bending stress: 2 x & WIDER Fb 875 PSI 6. Roof Truss Bracing: Instal permanent bracing for all wood roof trusses as specified below. Follow al f. A One voltage carbon monoxide detector shall be located at POST TO BEAM recommendations specified in Bracina Wood Trusses: Commentary and Recommendations BWT-76 published by the each level of the dwreing , including the basement or cellar. A .�nWMi i . TABLE TAKEN FROM AF$PA WOOD FRAME CONSTRUCTION MANUAL GI ILVII / E3fRAVE1R IRESIDENICE FOR ONE .4 TWO FAMILY DWELLINGS (I'lciS EDITION) II II TABLE 3.1 0 D NAILING SCHEDULE (k.n ^ NUMBER OF it" 0 . � � ®� �; DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS NAIL SPACING g Q I. NEW EXTERIOR WALL CONSTRUCTION TO CONSIST OF SIDING MATERIAL IS. ALL FLUSH HEADERS TO HAVE TECO FASTENERS AT CONNECTIONS OF HEADERS 25. EACH TRADE IS RESPONSIBLE FOR CHOPPING 8 ROUGH PATCHING AS REQUIRED ROOF FRAMING OVER 15 LB. BUILDING, PAPER ON 1/2" E,DX PLYWD. SHEATHING ON ANDEACH FLOOR OR CEILING, JOIST MEMBER. FOR THEIR PORTION OF WORK. 2x4 or 2"x6 P. WALL STUDS @ 16" O.G. IN/ 5 1/2" (R-I3) or 51/2" (RIA) 26.CONSTRUCTION TOC NFOl�h1 TO ALL CODES HAVING JURISDICTION. RAFTER TO TOP PLATE (TOE NAILED) 3-8d ( j PER RAF I Eht 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED (table m SAT INSULATION W/ 1/2" GYP. BD. INTEKIOR. (3 COATS T 4 5). SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OFCEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d ��A) PER JOIST _ 21 THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK 2. INTERIOR WALL CONSTRUCTION TO CONSIST OF 2x4 WD. WALL STUDS @ 16" O.G. HANDLING LOADS ® CONNECTION POINTS. INSTALLATIONS SHALL BE IN STATE BUILDING CODE. WHEN BUILDING IN ANY OTHER JURISDICTION, EITHER INSIDE OR CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d (s.i Ile EACH LAP O O STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. NV (I) ONE LAYER 1/2" GYP. BD. EACH GIDE. (3 COATS T 4 5). OUTSIDE THE CODE., VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 8-I6d (a.-r ) EACH LAP PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR table x II 15. INSTALL 5/8" dia. ANCHORS BOLTS (NUT 4 WASHER) AT 36'-0" o.G. W/ MAX. 12" FROM CORNERS COLLAR TIE TO RAFTER (FACE-NAILED) 8-IOd (a� ) PER TIE H - 3. FOR DIMENSIONAL CLARITY, NOMINAL DIMENSIONS ARE USED FOR WD. FRAMING NO LESS THAN 2 PER SILL, AT PLATE ON FOUNDATIONS WALLS. ALL SILL PLATES ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. MEMBERS. 4" REFERS TO 2x4 IND. WALL STUDS 4 6 REFERS TO 2x6 IND. WALLALLSILL TERMITE SHIELD AND SILL SEALER ALLBETSSEE ATTACHED PACS SP-1 FOR ADDITIONAL CODE COMPLIANCE INFORMATION BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END k STUDS. DIMENSIONS ARE FROM FRAMING MEMBER TO FRAMING MEMBER r€ TO BE C.C.A TREATED WITH ALUMINUM FOUNDATION AND SILL. RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END NOT FINISH TO FINISH. 28. THESE PLANS ARE D.ESIGNED TO SE ACCORDANCE WITH NEW YORK STATE ENERGY Q 2' I6. INSTALL 5" ALUMINUM GUTTERS AND LEADERS AS REQUIRED CONSERVATION CONE TR.1CTION CODE AND THE SOCA ENERGY CONSERVATION CODE FOR A WALL FRAMING o 4. ALL STRUCTURAL FRAMING LUMBER TO BE DESIGNED IN ACCORDANCE 6000 DEGREE DAY CLIMATE AREA. ALTHOUGH THE STANDARDS SHOULD BE APPLICABLE FOR TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d' PER FOOT WITH THE RECOMMENDATIONS OF THE NATIONAL FOREST PRODUCTS M. STRUCTURAL RIDGE TO BE SUPPORTED WITH 4x4 POSTS (U.O.N.) HIGHER DEGREE D4''" CLIMATES, VARIATIONS AND ADJUSTMENTS MAY BE REQUIRED, AND DIVISION. ALL FRAMING LUMBER IS TO SE DOUGLAS FIR HAVING THE SHOULD BE VERIFIES>. HUD REQUIREMENTS, PARTICULARLY IF USING ELECTRIC HEAT MIGHT TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EACH SIDE FOLLOWING VALUES: #I fb=a50 psi., E=1.5, #2 fb=85o psi E=1.3. I . ALL GYPSUM BOARD IN BATHROOMS AND BEHIND KITCHEN SINK AND WET APPLIANCES REQUIRE HIGHER INSULATION VALUES. STUD TO STUD (FACE-NAILED) 2-I6d 24" O.G. IN KITCHEN TO BE WATER-RESISTANT TYPE. 5. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING, OR 2S. THE ARCHITECT HAS NOT SEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, HEADER TO HEADER (FACE-NAILED) I6d 16" o.c. ALONG EDGES BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. SPACING 15 TO SE 1�1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PATCH AND REPAIR ALL AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2"x4" STUD CENTERED AT EQUAL DISTANCES. EXISTING SURFACES ADJACENT TO NEW CONSTRUCTION (WALLS, FLOORS, CEILINGS) SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 6. ALL CATHEDRAL CEILING RAFTERS SMALL BE ANCHORED TO FRAMED WALLS TO ORIGINAL CONDITION. CONNECTION WITH THE WORK THERE ARE NO WARRANTIES, NOR ANY IMPLIED IN THE 3-I6d PER 2"x6" STUD WITH 'HURRICANE CLIPS". SEE PAGE SP-1 FOR ADDITIONAL DETAILS. USE OF THESE PLAN. 4-I6d PER 2"x8" STUD 20. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING 30.00 NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 1. ALL POSTS UNDER HEADERS OTHER THAN HEADERS FOR WINDOWS AND DOORS LANDSCAPED $ PAVED AREAS. ANY DAMAGE INCURRED AS A RESULT OF NEW BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2-I6d�� PER FOOT ° _ TO BE MINIMUM 4"x4" (UNLESS OTHERWISE NOTED) CONSTRUCTION SHALL SE RESTORED TO THE ORIGINAL CONDITION. GRADING AROUND BLOCKING (FACE-NAILED) NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 8. INSTALL BLOCKING BETWEEN JOISTS UNDER WALLS RUNNING FLOOR FRAMING PERPENDICULAR TO JOISTS. BLOCKING TO BE SAME SIZE AS JOISTS. 21. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY OTHER APPLICABLE LOCAL CODES. PROVIDE MINIMUM OF ONE SMOKE DETECTOR IN EACH BEDROOM JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST a. ALL INTERIOR DRYWALL SHALL BE PR .IMED AND PAINTED IN/ 2 FINISH COATS. AND ONE ON EACH FLOOR, INCLUDING CELLAR. SMOKE DETECTORS ARE to be HARDWIRED TOGETHER. BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END PROVIDE MIN ONE HARD WIRED CARBON MONOXIDE DETECTOR AT EACH FLOOR LEVEL. 10. DOUBLE RAFTERS AT ALL SKY LIGHTS. PROVIDE DOUBLE FRAMING BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END HEADERS ED SOIL WITH A MINIMUM SOIL PRESSURE BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6d EACH BLOCK 111 v 111 MEMBERS (SAME DIMENSIONS AS AD.)AGENT ROOF FRAMING) AS 22. ALL FOOTINGS SHALL BEAR ON UNDISTURBED FOR SKYLIGHTS WITH TECO CONNECTORS OF 2 TONS PER SQ. FT. AND SHALL. HAVE MINIMUM DEPTH OF 3'-O" OR AS NOTED. LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH JOIST Z z II. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND 23. CONCRETE TO BE REINFORCED AS PER PLANS, MINIMUM 3000 P.S.I. 28 DAY TEST, PREDICATED ON JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST lI O D ALL OPENINGS THE ABOVE SOIL ASSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES BAND JOIST TO JOIST (END NAILED) 3-I6d PER JOIST i-! 0 I ARE TO BE ASSUMED, AND THE FOUNDATION MUST SE REDESIGNED. BAND JOIST TO SILL OR TOP F!.4TE(TOE-NAILED) 2-I6d 1 PER FOOT O S AND DOORS TO BE (2) 2 x 8 @ EXTERIOR WALLS1 LI 12. ALL HEADERS OVER WINDOW ALL FOOTINGS ARE TO REST ON VIiRGIN, UNDISTURBED SOIL. W/ MINIMUM OF 4" BEARING AT EACH . PROVIDE MIN. 6'-e," A.F.F. TO UNDERSIDE ROOF SHEATHING V � OF HEADER (UNLESS OTHERWISE NOTED)) 0 A 24. EACH TRADE IS RESPONSIBLE FOR BROOM 5WER'i GLEANING, OF JOB SITE AT THE END OF EACH WORKING, DAY. STRUCTURAL PANELS 8d 6" EDGE / 12" FIELD VZ 0 Y DIAGONAL BOARD SHEATHING ILI v - I"xb" or I"x8" - 2=8d PER SUPPORT IllZ O _ _ ° I"xl0" or RIDER 3-8d PER SUPPORT 1W Z Z P n __ cD u.i < I CEILING SHEATHING o TABLE R301.2(1) i STRUCTURAL DESIGN LOADS: ROOF LOADS: 0 - Z O 0 ,i CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I . WALL LOADS: LIVE LOAD 0 W/ ATTIC SPACE BELOW: LIVE LOAD 45 LBS PER SQ.FT. FLOOR LOADS: DEAD LOAD 10 LBS PER SQ.FT'. DEAD LOAD 1 LBS PER SQ.FT. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD t) I it v z F- w GROUNDSEISMIC SUBJECT TO EAMAGE FROM WINTER ICE SHEILD FLOOD LIVING ACAS: LIVE LOAD 40 LBS PER SQ.FT. O WIND DESIGN UNDERLAfMENT HAZARDS DECKS: LIVE LOAD 40 LBS PER SQ FT. SUPPORTING SHTRK CNG: LIVE LOAD 45 LBS PER SQ.FT. WALL SHEATHING J 1lLl SNOW DESIGN Weathering Frost line Termite Decay DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 15 LBS PER SQ.FT. - LOAD SPEED (MPH) CATEGORY depth TEMP REQUIRED -1-25-ZS CEILING LOADS: N (V v Q A- iV MODERATE SLIGHT TOMx's VALLEYS & FEMA SLEEPING AREAS: LIVE LOAD 30 LBS PER SQ.FT. BALCONIES: LIVE LOAD 60 LBS PER SQ.FT. LIVE LOAD 20 LBS PER SQ.FT. STRUCTURAL PANELS 8d 6" EDGE / 12" FIELD 45 110 MPH C SEVERE 36" To HEAVY MODI4VATE » ALLEY TERS IF REQ. DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 10 LBS PER SQ.FT. DEAD LOAD 10 LBS PER SQ.FT. FIBERBOARD PANELS li" 6d 3" EDGE / 6" FIELD • GUL.MI / BRAVER RESIDENCE 20 PINE TREE_ COURT, CUTC1000E=, I V.Y. i3.. 8d 3" EDGE / 6" FIELD Z I- .�, GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD - Z - HARDBOARD 8d 6" EDGE / 12" FIELD . X WINDOWS: COE E COMPLIANCE O&.Oo. 0,2 OA PARTICLEBOARD PANELS 8d 6" EDGE / 12" FIELD CQ NOTE: c"/ DIAGONAL BOARD SHEATHING j} T ALL WINDOWS IN HABITABLE SPACES MEET co S QUI TS OF THE THE NY$ BUILDING CODE co S I"x6" or I"x8" 2-8d PER SUPPORT RE REh1EN FOR LIGHT, VENTILATION AND ECsRESS. ,\� - < gi 16 1"x10" or WIDER 3-8d PER SUPPORT 0 - 1 v NOTE: 3pF ALL NEW WINDOWS SHALL MEET THE NYS CODE FOR: FLOOR S H EAT H I N G � m o � I. ENERGY CODE COMPLIANCE , 1 l 2. WIND PRESSURE DESIGN LOADS STRUCTURAL PANELS vi= Ili 3. AIRBORNE OBJECT IMPACT LOADS OR AS ', v ALTERNATIVE, PROTECTION SHA(-L BE PROVIDED I" OR LESS IN COMPLIANCE WITH SECTION 83012.12 ANDSd 6" EDGE / 12" FIELD TABLE 83012.12 (FASTENERS) (required within 1 mile of water) 4) X63�j, GREATER THAN I" IOd 6" EDGE / 6" FIELD I m ok DIAGONAL BOARD SHEATHING Z Z PROTECTION METHOD OF COMPLIANCE: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" Q) I"x6" or I"x8" (11.1 MM) AND A MAXIMUM SPAN OF 9 FEET SHALL BE PERMITTED FOR WI2-8d PER SUPPORT 0 Q OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS 1"x10" or DER 3-8d PER SUPPORT SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH AO ATTACHMENT HARDWARE PROVIPED. ATTACHMENTS SHALL BE1 h� I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL PROVIDED IN ACCORDANCE WITH TABLE 3012.12. OR SHALL BE `1' EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS , I DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR BUILDING CODE OF NEW YORK STATE- U ,��� ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. rn TABLE 83012.12. ^ �J ►ri �.� 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS Z WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE ti) FOR WOOD STRUCTURAL PANELS (a b,c,d) SHALL BE PERMITTED TO 3E REDUCED TO I-16d NAIL PER FOOT. 1. FASTENER SPACING PROPOSED 111 - �F _._ FASTENER PANEL SPAN 4 FOOT 6 FOOT 7* I STY FRAMED TYPE < 4 FOOT <PANEL AN <ANLS \�" 3o' GARAGE 4 CABANA 111b �O L3 G O ND I T I O J < F FOOTy 21% 16" 12" 9 I. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SMALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ILI WOOD stewsI HIS SUBCONTRACTORS V 221/2" "8 16° 16" 12" I i 40'-41" 2. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD i ,�7.. woos SCREWS w �,- CONSULT ARCHITECT OR ENGINEER IN CASE OF QUESTION. / a. THIS TABLE IS BASED ON 110 M.P.H. WIND SPEEDS AND A o ' 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 33-FOOT MEAN ROOF HEI ��Y y' ./ k 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS± WHEN IN THE OPINION OF THE b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE N O WOOD STRUCTURAL PANEL-. al CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ENGINEER, IN WRITING, BEFORE PROCEEDING WITH THE d. SHALL SCREWS qRE ATTACHED TO MASONRYBOX ILOR MASONRY/ 10 _ °S. � WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION- z i ,� _ to 5. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE / WITHDRAWAL ANCHORS HAVING A MINIMUMOULTIMATE ( I _-- _ WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT WITHDRAWAL CAPACITY OF 490 POUNDS J � NATIONAL, STATEREGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING LO I 1 AND LOCAL CODES, ORDINANCES, PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE THIS CERTIFIES THAT THESE PLANS ACRE PREPARED UNDER N 21 23 20SHOWN OR NOTED. I MY DIRECTION AND SUPERVISION AND TO THE BEST OP MY w 0 - - KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT 11, 6 ccv1 COMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK co ------ to STATE UNIFORM FIRE PREVENTION AND BUILDING GORE elL_ to AND THE NEW YORK STATE ENERGY GONGERVATION W TSI I S STRUCTURE: COMPLIES W I Tit T IE: STAN1,AR1;S OP 1)E:S I GN ANi7 C�.ONSTRUCT I ON IN ACCORDANCE: CONSTRUCTION GODS. V W I TH THE: AMERICAN FOREST AND PAPER ASSOCIATION (AP 4 Pfd) WOOD FRAME: CONSTRUCTION MANUAL FOR 10 SIGNED: - ONE .,ND TWO FAMILY DWELL I NGS (WFCM) n HERBERT ROY JAFFE, P.E. I n CO II II O i _, # O • 2S0 FIN I = C • CWCOGU No, o 0 0 _" 0� „ 1 . f } 1 d � az 8 C 0 R 1I 0 N 58 42 10 E 165 .31 ' S Z I a's o N , - m '5er.) ill I, r SL/ LU 53, �oo4 LzUN 1. . 11* Q 0-11 I Thilli i=R01='OSDØ ,V 1 STS' FRAMED 7 tr r � _ G ,4RA E 4 CA15ANA c9 CZ 0 3O. I } iu )_ p \ . 13. — z� lino, ........1 (1,c) I Jz • N Di v I c z z S 63 24 W ______ -✓ ,_ <, 6. 10 ' Qr- w \, O O x v EXTG 1 STY FRAMED DWELLING _I CO yr }= w .) I m . � ,_,_ U0 EXTG Dpip /� I z 0Leiiiiii .. ... ,3 II IiiV z Q INFORMATION ON THIS PLOT PLANS BASED ON THE SURVEY PREPARED BY 0 y PECONIC SURVEYORS 4 ENGINEERS P.G., SOUTHOLD, N.Y. in V PROPERTY AREA = 1.1324 ACRES .G� , n/ 1,� -Ds > 0 ' in I