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HomeMy WebLinkAbout34823-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34056 Date: 11/06/09 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 2170 THE STRAND EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 30 Block 2 Lot 53 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 22, 2009 pursuant to which Building Permit No_ 34823-Z dated JUNE 30, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is UNHEATED SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6289 DATED 6/16/9. The certificate is issued to SUSAN T TSAVARIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A uth rized Signature —_.., Rev. 1/81 I 1 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final.survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). .3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and".pre-existing"land uses: i. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic 'features, .2. A properly completed application and consent'to inspect signed by'the applicant. If a Certificate of-Occupancy is' denied,the Building inspector shall state the reasons therefor in writing to the applicant. C. Fees. 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00; Alterations to dwelling$25..00, Swimming pool$25,00,Accessory building$15.00,.Additions to accessory building$25.00,Businesses$50.60. 2. Certificate of Occupancy.on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. L� New Construction. Old or Pre-existing Building: V (check one) Location of Property: S House No. Street H et Owner.or Owners of Property: 0 (� Suffolk County'Tax Map No 1000, Section Block Lot Subdivision 'Filed Map. Lot: Permit No. < 22 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ q pplicant S gn ure FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town. Hall Southold, N.Y.. BUILDING PERMIT . (THIS PERMIT MUST BE -KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34823 Z Date JUNE 30, 2009 Permission is hereby granted to.: SUSAN T TSAVARIS PO BOX 345 EAST MARION,NY 11939 for ADDITION & ALTERATION TO AN EXISTING DWELLING AS .APPLIED FOR PER ZBA DECISION #6289 at premises located at 2170 THE' STRAND EAST MARION County .Tax Map No. 473889 Section 030 Block 0002 Lot No. 053 pursuant to application dated JUNE 22, 2009 and approved by the Building Inspector to expire on DECEMBER 30, 2010 . Fee $ 200 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 pF SOttjyO�o 3 �a-,3 . Courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION P<FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: O47� r r DATE P7�� INSPECTOR OF SOUryO�o COY wri Ncc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST i [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 9 DATE r INSPECTOR S� O QF (/ =r r O� T,�pl i p�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RQAJGH PL13G. [ ] FOUNDATION 2N:D [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ y] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J REMARKS 3 i i 7 { DATE 'M :' INSPECTOR i - FIELD INSPECTION REPORT DATE COMMENTS co FOUNDATION(IST) • ll � ---------------------------- • FOUNDATION(2ND) z ROUGH FRAMING& y PLUMBING �1 ti INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS O rn Z V ' rn o l ryr - � O G z d �T'(?XN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST RUTLDING DEPARTMlFNT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 'D d 2 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form / N.Y.S.D.E.C. Trustees Flood Permit Examined �4 (� ,20_01 Storm-Water Assessment Form Contact: Approved � o 20 09 Mail to: �/ • �C .�L�G/0 Disapproved a/c Phone: Expiration 20 � REC" Building Inspector FEB 4 2M9 APPLICATION FOR BUILDING PERMIT TOWN OFF SOUTHOLD Date 2- G/ , 20C�2 BLD INSTRUCTIONS UTH a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ig e of applicant or name,i a corporation) jv y,�fla� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. 110,50'7_ (QQp67 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: - �D 7//2�_ SiI)e4AId �- 1`/142zon/ , Al House Number Street Hamlet County Tax Map No. 1000 Section .$ ch . Lot Subdivision File y' 6 . `"' Lot •, •, . ,1 7, }•'.'':`V_° ..,)-0l';,"-.d iiiiici;~:iii o"I 2. State existing use and occupancy of premises and intended use and occupancy o�proposed'cogstruction: a. Existing use and occupancy / 1 p�z1/L& b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal i/ Demolition Other Work 2:57y CIW14�;� S2s, (Description) i 4. Estimated Cost 2 Lid. Fee (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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �f 1. f ' Rear 52. 2 Dept�h `, , Height Number of Stories 2 S77/. z r Dimensions of same structure with alterations or additions: Front 2 9 3 Ic; � P Rear sr Depth 113 Height 22� 3'/s Number of Stori 's_� �``2 °g 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 1143 9. Size of lot: Front 8� S Rear 2-&O Depth w/s� /30. 05 ' 22,(035 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO t, Will excess fill be removed from premises? YES NO !/ C�c-ar�c� 2/'70 77&-- 977eW1JP 14. Names of Owner of premises Address 6-,HIWoNj NV/19?jPhone No.63/-(-/77-Z315' Name of Architect /��aAi�c'/�NI�/�2 iy Address � c ",v'19-4' Phone No/1r 6&7- Y6-3 I Name of Contractor ilk/MLr/M • !Lo, P- Address 8 0 Phone No.&z?/- 9���7501 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 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to 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 this _ � day Z 20� HARRY VAMPBELL otalfPublicN6Wyu o� tate Of Now York ignature of Applica 01 No. 52-5586090 Ouallfied In Suffolk County o!� Corpniisslon•Expires August 3154y— James F.King,President o��OF S�UTyol Town Hall Annex Jill M.Doherty,Vice-President 54375 Main Road P.O.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen G Q Bob Ghosio,Jr. Telephone(631) 765-1892 `,oU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0483C Date October 14, 2009 THIS CERTIFIES that the demolition and reconstruction of the sunroom At 2170 The Strand, East Marion Suffolk County Tax Map #30-2-53 Conforms to the application for a Trustees Permit heretofore filed in this office dated 3/31/09 pursuant to which-Trustees Wetland Permit #7056 dated 4/22/09 was issued and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for the demolition and reconstruction of the sunroom. The certificate is issued to SUSAN TSAVARIS owner of the aforesaid property. Authorized Signature 1 FORM NO. 3 NOTICE OF DISAPPROVAL DATE:March 4, 2009 TO: Susan T. Tsavaris 2170 The Strand East Marion,NY 11939 Please take notice that your application dated February 4, 2009: For permit for additions and alterations at: Location of property: 2170 The Strand East Marion,NY County Tax Map No. 1000 - Section 30 Block 2 Lot 53 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this non-conforming.22,635 waterfront lot in .the R40 District, is not permitted pursuant to Article XXII, Section 280-116(A)(1), which states "All buildings or structures located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff or bank." The proposed construction is shown at 70 feet+/- from existing top of bank. Vicki Toth CC: file, ZBA Note to applicant any changes to the above noted application may require further review by the Southold Town Building Dept. Office Location: o�*QF$O(/r�o Mailing Address: . Town Annex/First Floor,dapital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) CA P.O..Box,1179. Southold,NY 11971 . • iQ Southold,NY 11971,0959 http://southoldtown.pgtthfork.net D ' s BOA-RD.OF-APPEALS TowN OF SOUTHOLD: JUN 2 2 2009 . TeL (631).,765.1809: -Fax(631)165-906 . . . BLDG.DEPT. FINDINGS, DELIBERATIONS,AND DETERMINATION TOWN OF'SOUTHOLD MEETING OF JUNE.16,2009 ZBA FILE#.6289-SUSAN TSAVARIS;Applicant. PROPERTY LOCATION: 2170 The Strand, East Marion : CTM 1000-30-2-53 SEQRA DETERMINATION:.The Zoning Board.of Appeals has visited the propeity under consideration-in'this' application.and determines that this review falls under the Type II category.of the State's List of Actions; without further steps under SEQRA, LWRP:. A letter dated May 12,'2009 was submitted to the Zoning Board of Appeals-from the Town L1NRP Coordinators; Mark Ferry and Scott A. Hilary, confirmed this action to be consistent with,the,LWRP.policy:standards andJherefore consistent with the LWRP Chapter 268. :r SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required-under the SuffolkCounty Administrative Code-:Sections A 14-14 to 23 and the Suffolk County Department.of Planning issued its..reply`stating that this.applicationis considered a matter for local determination as there appears.to be.no significanf.county=wide or inter-,community impact. PROPERTY FACTSIDESCRIPTION:. The subject property, is a 22,635 square foot.parcel measuring'.62.60'feet along.the.Long 1sladki Sound, 847.18 feet along the eastern border, 85.55 feet along The Strand, and 352.99 feet along the western Order' The lot is improved with a single-family dwelling and an in-ground swimming pool,_as shown by a survey.prepared.by Kenneth M`Woychuk,.L:S.dated June 11; 1975 and revised October 25;2008: BASIS OF APPLICATION: Requests fora variance under Section280-116(A)(1):.based on the Building Inspector's . . March 4,"2009 Notice of Disapproval concerning proposed additions and alterations.to a dwelling seY back less than 100 fe.etfrom a bank:or bluff overlooking the.Long Island Sound,.as.per Oct6ber•2008`Diagrams prepared byCNC Design Consultants(Job.2008-078)-and setbacks shown on an October 25; 2008.0repared by Kenneth M.Woychuk survey: F FINDINGS OF FACT The Zoning Board of.Appeals held a public hearing on this application on May 28, 2009, at which time written and oral evidence were presented. Based upon all testimony; documentation;personal inspection of the;property,and .other evidence,.the Zroning Board finds the following facts to be true and relevant: Page 2—June 16,2009 ZBAW 6289—Susan Tsavaris CTM 30-2-5.3 AREA VARIANCE RELIEF REQUESTED: The applicant requests a variance to allow the'replacement and alteration of a nonconforming;;exi_sting porch as an addition to the existing dwelling with a set back 77 feet from the top of the i c-:1•..,..'' P it ...-r.. +. � .', r • f:. .. . . t , .!! i ?, SEASONS FOR BOARD ACTION: On the basis of testimony presented, 'materials submitted, and personal +k inspe gg s,thg,64r�makee the following findings: 1. Town Law Section 267-b(3)(b)(1)... Grant,of the variance will not produce an undesirable change in the character { o'fthL-neighboftiood"or a"Set riment to nearby properties. Removal of a.two-story deteriorated sunroom, rebuilding J the firsttloor with extension;fora second-floor balcony,will not,reisult in a change in footprint or lot coverage 2. Town Law Sectien.267=b(30)(2). The benefit of a renovation cannot be achieved by some method,feasible for the applicant.to pursue, other than an area variance. The existing dwelling has significant leaks'in the.area of the proposed reconstruction. 3. Town.Law Section 267=b(3)(b)(3). The proposed variance is not substantial. There will no change in footprint or lot coverage. . 4. Town'Law Section 267-b(30)(5).. The-difficulty has not been self created. It.is the result of partial deterioration of. . an existing- nonconforming two-story sun porch. 5. Town Law Section 267-0)(b)(4). No evidence has-been submitted to.suggest that a variance°in this residential;, community will have!an adverse impact on the physical or environmental conditions in the neighborhood. 6..Town Law-Sectioh 267-b.. Grant of.the relief requested,is the minimum action necessary and adequate to enable the applicant to enjoy_the benefit of this.new construction, while preserving:and protecting; the character of the neighborhood and the health,safety and welfare of the community, RESOLUTION OF ME BOARD: In considering all of the,above factors and applying the balancing test under New York Town Law 267=6,a motion was offered by Member Simon,seconded by Member Weisman,and duly carried;to GRANT thtr:variance as applied for and shown on the October 2008 Diagrams:prepared by CNC Design Consultant4t(Job 2008-078)'and shown on the October 25, 2008 survey (with applicant's hand notations) prepared by Kenneth M.Woychuk. , Any deviation from t i9 variance given such as,extensions, or demolitions which are not shown on,the"applicant's diagrams or survey site maps, are$'ot authorized under this application when,involving,noneonformities under the inning code. This action does not authorize or`condone any current.or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action.; The'Board reserves the right to substitute a similar design that is de mialmis in`nature foran alteration that does not increase the degree of nonconformity: Vote of the.Board:.Ayes: Members Goehringer(.Ch ' an),,Simon, Wei an, d Sc r. T Resolution was duly adopted(4-0). G D P.GOEHRINGER,CHAIRMA proved for Filing . 6-o -2009 J .. 05/04/1995 07:28 . 15154772319. " GEGRGE A TSAVARIS MD PAGE 01 New York State Department of Environments .- �o ��"" rk ���eo- sa Ir� d E . . . Aul14l%.1q PR9Nx,.T9ItFrO.—N:a16YO a E Fapgimile .(515? 444--0373 F��P 2 2 1995 BLDG.DEPT. +�- TOWN OF SOUTHOLn Tham*s C. Jcrling CoMPIss[an0r Date: �• Rev. * cat:eri, 0015100 aor- �GW�. �& ; Phi Dear . ` t. �jtLarlZ2e�i . Based an: -the information. you have submitted, ' the 'New 'York State Department of Environmental Conservation has 'determined that: L4 j�t~d.Chcc,� l�a-h, � -- , o� ycc .L •199a ax.,C ,�dra(, GU Therefore", in-.at-cordance. with the current Tidal Wetlands Land Use Rege�aations '(;6NYCRR Bart .661) no permit is required under the Tidal Wetlands Act . Please be _4idvised, however, that no,.construction, sedimentation, or disturbance of any kind may take place seaward of the tidal Wetlands. jjurisdictional boundary, as ' indicated abovei without a permit.. it is your responsibility to ensure that all necessary precautions are taken. to prevent 'any sedimentation or other alterat oh.or disturbance tb the.ground,surf ace or vegetation within Tidal Wetlands . jurisdiction which may , result .from your . project. suciv Precautions. may include maintaining .adequate work area between the .tidal wetland Jurisdictional boundary and your project (i.e. a I$t to 20, wide construction area) ,or erecting a temporary fence; barrier, or hay bal* berm. . ..Please be- further advised that this letter does not relieve'yvu of the responsibility.-of obtaining any necessary permits or approvals from other agencies. Very truly yours,, Deputy Regional Permit Administrator cc: a� /P�1.•,.. -r • r. .,,` 'r +h ! :� ��/ir♦•-�' ... •,•tip-..-; 1.•+r,rV - -� /mil � �' � � •�1 � •�• � � •b� Z l; �^I BOARD'O ' SOUTH D TOWN._M STEES- . 111 ar SOUTHOLD,NEW`PORK rr y PERMIT NO:'7056 1 ATE �PRII,22�20OS ISSUED TO: SUSA-N•,TSAVARIS;'.; F { PROPERTY ADDRESS: 2170 THE STRAND, EAST MARION _../ SCTW30 2.53 111 :AItTHORI' ATrON , ' Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code ofthe'Towri of s}. Southold:atid; i;accoxdpce with3tha Resolution,of the Board of Trustees adopted at the meeting held on •1,l: 5 April 22,2009 a d m consideration of application fee in the sum of$250 00 paid by Siisan Tsavarts and y J Ilt�l subject to the Terms and Conditions as state m the)ttesolitt.10,th#Southold TovvnBbard of Trustees. _ authorizes and permits the following: ' '`� ` "` +•r'''' - s Wetland Pernuib demdhsh the existing sunroom''fa+ ad`e and.'replace with a new , sunroom, and as depicted on the site plan.prepared by CNC Design Cons' ltdnts, last f dated Octobpr•2008,;:and received on Vlarcl :31'- 200.9. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, L= anctxhese.presents.to be subscnbed,by a,m ority ofthe•said Boardas of this date. y s .O l y., r • � alb.. �} ��t: .. - ,III/ � � _ ., - � r1•j'�' - ' �i Ir a MI ��, 1 4 .'l:�l 1 Ir' •� 11�.:!•b 0111 - "••... ,/1�1,•4. .L•,.,r 1,1 V � /d:- w�A:�ii. -'���1��41i•:. , .4•��,�� 'T, �.A/,lr::ld�,1�, S.C.T.M. NO. DISTRICT: 1000 SECTION:3O BLOCK: 2 LOT(S):53 g �� GL+aJ o _ � o BO 0' LOT 112 OL 4 1/� \ IST h 2ND TUN. L�1� S24°48'29"E ENCLOSED ® r \ I PORCH 129. S28°26'17"E s 64' _ 217.54' _ $ 1'p C7° TIE LINE ALONG APPRO% \=ii a'CHNNUNK FENCE G LINE EL�� r TIMBERS ALON t ✓ HIGH WATER MARK ; x EL BtA ELet3 � O O AS SHOWN ON FILED MAP N q BwOu wAu ��n TIE LINE - AVERAGE. L L I Sa.2 Z r LINE OF BLUFF 10 SIIN ° +� O� AS SHOWN ON 41.5' LJ \61 FILED MAP \ �- WOOp 5 GLIR9 EL 5LS t�}T- DECK LOT III JAc, 2N0 TNR.DECK Oq�• T �' I .2t'Nny'4 ¢A 8.2' PORCH ENCLOSED 1— BRICK ORNEWAY �� �ID O 'A OVER Q O �p �., O+ + $frr n 2 STY FRAME 3.2' i m 4 a0.t DWELLING T� /2170 'v RNL RL EL SSA G n 5t 5 ZN23°23'25" * ELIM.0 "'Gcl ECKO �y7Re EL soA W 130, EL e27 SLATE 12.4' o xe eEL oR"Ae � 09' - PATIO J{.J' eso ES w. 0% BRIO"WALK n (} \ %�•CNNNLINK TFI CE N23° CONC &STONE W 1, E.71r 2'W i WALL ALONG UN _ THE WATER SUPPLY. WELLS, ORYIYELLS AND CESSPOCI. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTyNED FROM OTHERS. — : f AREA: 22,635 S.F. OR 0.52 ACRES ELEVATION DATUM: ----__---____—_____ =•i j UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY Fl YAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN o , ONLY TO THE PFRSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVFRNM£NTAL AGENCY AND LENDING INSTITUTION - o STED HEREON• AND TO ME ASSIGNEES OF THE LENDING INSTITUTION,GUARANTEES ARE NOT TRANSFERABLE. iE OFFSETS OR DIMEN90NS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEanc PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE TI1£ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY nn b suaver OF. LOT 1 1 1 CERTIFIED TO: SUSAN T. TSAVARIS; MAP OF: PEBBLE BEACH FARMS Faeo:JUNE 11, 1975 AS {/6266 SITUATED AT:SOUTHOLD I i TOWN OF:SOUTHOLD KENNETH M. 1f0YCHUK LS. j SUFFOLK COUNTY, NEW YORK Land Surveying and Dee)an P.O. BOX 3 NATMUCK, N.Y. 11952 GILE P 28-8$ SCALE: 1 3O'DATE: OCT. 25,2008 y{�••. PHONE(631)20E-JUB FAX(6J1)208-16DD N.Y.S VC NO.50227 m.InWnln{Lne record.aN PWp rt J.Nenne..y RSWOVES077Na 4SEA"MOSUW AWRERACEMN 21754' TM&fiw" S 28028,26BE Zo 341 129.641 4tT S24047 WE rn 2STrFR4ME 3z DREUNG All, DC WOOD 10.51 DECK 124, 301 NZ N23023'25ffW 130.09' N23"2325m 222.90' NOM WSHERMISMON LEG4L SURVEY. fflSr-ORXLUSM477OiVPUffMES OACY. Ml DaMSIONS,SEMCKS,LOG47TONS&STRUMM WE TAKEN FRaWSURVEYPREPAREDBY' IMRHM WOYCHUK LS. Lir.L&7dSurveyor %- NE P.aBox3m4 Fftx((6W3f))x2^95- Famc(6131)2-91�1&5- DatMd- :s_-e - HOC -V Q839 S.C.T.M. NO. DISTRICT: 1000 SECTION: 30 BLOCK: 2 LOT(S):53 Gv Y�� , r \)L �1`I R�2000 vvCL 48.3 LOT 172 \ YIl cL ,e1_ S24048'29"E 1ST k ND FLR. �V Y`J(�1` ENCLLOSED \ PORCH .�, 129.64' _ S2 026'17"E 217.54' 9 0 wtpo TIE LINE ALONG.APPROX � 4• CHAINLINK FENCE �~ J 0.50a $ ttT HIGH WATER MARK EL 61.0 to TIMBERS ALONG LINE N 0 AS SHOWN ON FILED MAP v � x 0.51.9 x BRICK WALK V �. �7J TIE LINE — AVERAGE L,+ a g ' Z ,1T LINE OF BLUFF � \� CO. x 41.5' B CURBLQ 52 S rP� AS SHOWN ON FILED MAP WOOD O 2ND FL DECK OEL SO' 0 DECK LOT 111 �_� �. p� 2 n OVER EN OSED GARAGE V%p 1 ��O+C�v — PORCH �UE.VLOER m BRICK DRIVEWAY O t O r�yi Q ' a.2' \¢ 53.1- r`fir 2 N 8 � c Q O + \• m� N TY FRAME 3.2' ci �2 m CL 4&1 L�7� ELLING \ FZ1 0.5a.0 a U GO O 0 WOOD �'' N 5,3 0 2 N230 23'25 9111w EL eU.O N DECK _ 1 5ILS G CURB EL 50.5 �K• EL 62.7 SLATE 12.4' o gEL OR Y1A� 0 Q 11 13 0.0 9 — - PATIO 34.3' gR�CK (}� S9. Cf BRICK WALK CS, \ 4 CHAINLINK F - r�q r� ff ^B:7'W x `"�— N2304U'GG C�JXotC k SiONE WALL ALONG LINE ,.9.7'W l.+lr fir.�� +��-,4 V THE WATER SUPPLY WELLS, ORYWELL S AND CESSPOC I. SHOWNLOCATIONS %EDFROM FROMFIELD OTHERS.SERVATIONS AND OR DATA OBTA AREA: 22,635 S.F. OR 0.52 ACRES ELEVA77ONDATUM- ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V/OLAAON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY �bI `I r b MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ( IVl '-1`4t ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 1 1 1 CERTIFIED TO: SUSAN T. TSAVARIS; MAP OF: PEBBLE BEACH FARMS I FILED:JUNE 11 , 1975 AS #6266 I SITUATED AT: SOUTHOLD I TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design P.O. BOX 3 MArrrrUCK, N.Y. 11952 ( FILE # 28-88 SCALE: 1 "=30'DATE: OCT. 25,2008 �rT IC NO. 50227... PHONE (631) 298-168a FAX (031) 298-1586 Imaintaining the records of Robert J. Hennessy E-0,PIGE —� AR " t E E i 7OW N OF SO L f • • f Per ll' c. Cr trr ue t`,y, J r3 .� Crri .g rn6thar r,;.�a�.t 9r•,d�rsn,h���t t , r or e - 40 ram^- t � ttva �. 3.2 `y Q°Mil N U M ENT. i WeLL D $. fSe� CaC�G4 ,t', ��� i fl Vim% 1"ir�Clt�PLXY VA x. L. Qz --"€ :vat yr r► gyp, ����•.. JZIL I(Q-1992, {' } Nf D Air r ?. 1. 77 Yo a 1 -�-�-t �i°• h�tC�� ���. .,..�`" 1-p,q ���"� �r � � tom'►� �.; �€� �ELEVATI4N DA'i`UM,-- . f LAM, E3 �� +� _ .4 tt J w S.C.T.M. NO. DISTRICT: 1000 SECTION: 30 BLOCK: 2 LOT(S):53 R�?o CL 48.3 O C i g0�: LOT 112 a'&1 52404pt2 »E 1ST h 2ND FLR. N UU 9 EN \ 129.64 _ S28026'17"E PORCH 217.54' — $• EL 50.8 !� Cl7� TIE LINE ALONG APPROX \yam �/ HIGH WATER MARK EL 81 0 4' CHIUNLINK FENCE TIMBERS ALONG LINE o rp 0 ✓�. AS SHOWN ON FILED MAP \Y� TIE LINE- - AVERAGE \ �Lst X EL$1.9 ELx BRICK WALK ,r jq 2 �IQ S Z ,1t LINE OF BLUFF 0. 1!.3 G� O; \o AS SHOWN ON xRg`a 52.5 \ FILED MAP WOOD O n 2ND FLR. DECK OEL 50• /n DECK LOT III 2 V v, � J Z w OVER ENCLOSED GARAGE`? Ca7� m BRICK DRIVEWAy O \10 �O��O� PORCH UNDER 0- ; �,�QO Qeo 3.2- EL 53.1^ ro `J Stw� 0e` o v`"i DWELLING7FRAME 3.2' O EL 5 1. oz x a 4E 1� o \ V1o00 \ FF LEL 750.0 v c' G10D O N 5'3 2 N23023'25"w EL!SO.D N DECK Sd® CURE EL 50.5 aE�G• t.K aY CP \ 130.099 _ EL 62.7 SLATE 12.4' 34.3• 0 09"o CT � agrI0 gR\CK 59. —�. .. n BRICK WALK 10 CS„ \ X �_CHA!NL!NK FE!r N23� r "CONX STONE WALL ALONG LINE W — x 23 25 y�, e.2•w ���C.yU' �� THE WATER SUPPLY WELLS, ORYWELLS AND CESSPOCI. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OB TAINEO FROM OTHERS. AREA: 22,635 S.F. OR 0.52 ACRES EL£VAPON DATUM: _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN O ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION "-TED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTON, GUARANTEES ARE NOT TRANSFERABLE. E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE .STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE } NUT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS 00 AND/OR SUBSURFACE STRUCTRURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77 OF SURVEY SURVEY OF: LOT 1 1 1 , CERTIFIED TO: SUSAN T. TSAVARIS; f u- MAP OF: PEBBLE BEACH FARMS y\v C FILED:JUNE 11 , 1975 AS #6266 SITUATED AT: SOUTHOLD 1 - TOWN OF: SOUTHOLD I KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design P.O. BOX 3 MATTTTUCK, N.Y. 11952 cILE q 28-88 SCALE: 1 30 DATE: OCT. 25,2008 PHONE (631) 296-1588 FAX (831) 298-1585 N. Y. S. LIC NO. 50227 maintaining the records of Robert J. Hennessy �� g�� ��:.� m �� ,� .�,. {�: _ � _ �� �� -;. �yp.: �s ��, � �; 3 €� -,' � �, �`E P` '$ � yr � � lFy�i �1,tr'' Tr �� h ��� � � ka � ^4q "` �� ��,�; �x� � +�r �",� s li I� 47EM04 FIG. I SEE ATTACHMENT DETAIL 'B' ;MLAALUMINUM CLAD STRUCNRAL INSULATED ROOF PANELS U EXISTING fU ZC�i o in HOUSE Z o LO O O 4TEM04 M 00 0 °�tom 7'-6" m m O p�co N FIG. JI 7•_D" 0 04 co w co N SEE ATTACHMENT DETAIL 'B' N a a Dooz 1•_4" goPz moz0k 12o�xa wgzoX �fNEdyY N L)0- ~ NUd. EXISTING DECK �d� I n� Y� tw z is f. f'Eal E)OS11N0 r +* HOUSE �,.. .. a 4TEM04 " �0 0-1 i _ _ FIG, J 7-6 � Z .. p0pw�- kt � wi-o� 3 in 13 y 9 N"! V-4" ,uj y& b. SECTION _' '- OR v_i USE STAINL SSSSSTEE oc'TRIP,LE DIP ED EXISTING CONCRETE SLAB _ a m GALVANIZED (FASTENERS INTO ACQ LUMBER $ ZQ�9 ROOF ;PANELS: 4 1/4", 0.032, 2#, ROOF LOAD: 25 P.S.F. 0 o V.'N ou J z OD 0 L0 m;:20 C-4 .'s Q,0 cn O—J= N em"a Immm V-0- INE 0, 0. r F ON C) ag f to') co ui ALL TEMO SUNROOMS ARE DESIGNED IN ACCORDANCE w WITH THE NEW YORK STATE w 0 BUILDING CODE. NOTE ALL OPERATING GLAZING LOR: PRODUCTS SUPPLED BY IM itl A IM: SUNROOMS INCLUDE TEMPERED m INTERIOR KP: Y REPORT EJR—i 801 HPG--2O0O GLASS'MAT CONFORMS , EXTERIOR KP: PRODUCT APPROVAL 5W5 TOTAL HT OFAQ0 1030 fbi. WITH SECTION R308 OF THE IRQ SKIN TYPE: UATION REPORT ESR—M3 747 ................ U Z N aD v C, 00 boo m{�pp Z�M N N z OPEN DECK AREA W/ RAILING 1 U(L TOP N ^ M .// / g NEFE W Y 000000 � W ' - 3 N o � 0 W 0 W W a. MAR 1 8 2009 f EXISTING WOOD HEADER U #12 x 4" WOOD SCREWS AT 12" ON CENTER U Z INTO WOOD Z (n (np o �p o 2-/8 TEK SCREWS a ofOlu Z O N N INSIDE AND OUTSIDE Z p N N =) OF EACH MULLION V) , ` 130 MPH WIND SPEEDS N o' OoTd� p=Fi ed„ N0H TOP TRACK EXPANDER as w rW NIJ DETAIL 'B ' MAR , g 2009 UNDER EXISTING Pw- PARTS ��LE-'GEND INSTALLERS LAYOUT SKETCH C FEMME :1VERTIrAL VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING CMALE tICORNER NOTICE: MIS JOO HAS NOT BEEN CONFIRMED, PLEASE FAX AN APPROVAL WHEN READY 7O ORDER. 6'—O" 19 ® 6'-0. RELEASE APPROVED BY C 5 0 u us us Ss UPPER LEVEL S CUSTOMER: T & K HOME IMPROVEMENT a N JOB NAME: TSAUARIS, GEORGE & SUE 3'-0" ® 3'-0* - _ 3 5/8" WALLS a NOT TO SCALE 0 1 Ss Ss 55 55 Ss x r^ z 11/1E 2 11/is t' ,: , .:;...•,, `;`.;: •... ' LOWER LEVEL MAR 18 2009 U` ` IOC LEGACY RE-CRT ESR-1001 FLORIDA PRODUCT 5505 08W8949 ,11/25 O8 TK—HOME ICC EVALUATION REPORT EM-1403 FLORIDA PRODUCT APPROVAL 83Y7/ ( DETAILED BY.MICHAEL RANG FLORIDA PRODUCT APPROVAL 3857—RI A 6 EXISTING HOME s'-On Q y_ 00¢1 ``Z''ii j Q sr-On o� n n CJ U Z mom ? cooW 35'NINDOW 44X WlIDOW 5'VANDOW 55'WNDOW In OOo In OOo O Vp I rQn� 0 p�N rL + 0 p5NN d'a' pp^ 18-� Z W ,t�0 f0 fn fn< oo�W q 0 �AZ . gio OZIH N v 0=.Lai. EXISTING HOME N U D_LL pF NEtV Y O o a 3'-0n Q1 B 3 V-0" 65'WNDOW 55'WNDOW 55'WNDOW WINDOW WNDOW W WNDOW _A I c a0 co �I F"a 29'-3" m di�"i Q O W O O __.._ _, _....._._....- _.._.._ 2 _... ..1 NOTE: Ln FRAME COLOR:WHITE --- ==J NOTE: ENCLOSURE NOT TO BE USED THE SIDE WALL ATTACHMENT � N T( g I TO HOUSE IS A NON-LOAD �e a FASCIA/TRIM:WHITE AS A PERMANENT LIVING AREA BEARING CONNECTION. 9 m INTERIOR KP:WHITE PROPERLY CAULK BOTH SIDES m RNS EXTERIOR KP:WHITE iI OF ALUMINUM EXTRUSION 9 3 AT THIS CONNECTION. 0 o SKIN TYPE:TEMKOR t; ll A R 1 'PO'Pq FASTEN ROOF PANEL TO ALUMINUM CHANNEL WITH #8 1/2" SCREWS AT 12" ON CENTER TOP AND BOTTOM Z METAL PREFLASH AND Z CAULK TOP & BOTTOM vi o o _��' ' MOUNT W/ #8 X 1/2" SCREWS oo 'o�" ® 6" O.C. l l Z m � Z0 O3NN � M M. o k'E�x EXISTING WALL eq d � HANGING RAIL MOUNTED ,�� of- WITH 1/4" X 3-1/2" SCREWS INTO EACH WALL STUD STAGGERED TOP & BOTTOM o 3 MAR 1 8 2009 _ 'a 00 W o �+ / y�•j[�Jy A DETAIL uj a ' vi ' A a USE STAINLESS STEEL or TRIPLE DIPPED N GALVANIZED FASTENERS INTO ACQ LUMBER o F- 9 41EM04 Flaa, I SEE ATTACHMENT DETAIL 'B' TEMO ALUMINUM CLAD STRUCTURAL INSULATED ROOF PANELS C) EXISTING U Z 0 10 Z HOUSE o0 w COO 47EM04 , V1 000 0 Coto " a'co 11 2 I I 0 0 N N FIG. A 7'—� 7'-6, 0 a i1 N 0_' -- 0_' 0 � 0 B O � a]co N a SEE ATTACHMENT DETAIL 'B' N � oRz „ ✓� yy�zox 1 —4" w -Z0� �NU ataL ~NC)i 0. EXISTING DECK DOS7INC HOUSE c^ 4TEM04 7'-6 " 3! FlG. J a i3 T W€ W cc 3 N^' C N&yj GoR Lu —4" Is SECTION 'A' n. 0 vi s USE STAINLESS STEEL or TRIPLE DIPPED EXISTING CONCRETE SLAB � F1 a GALVANIZED FASTENERS INTO ACQ LUMBER o ROOF PANELS: 4 1/4", 0.032, 2#, ROOF LOAD: 25 P.S.F. mow cd 000 0 0: z 40 CD 0000 Lo (n ........ ...... 0 lt cli M EMMM NMEE HOIJK —0. 3. S Mil wmmmmmmmmm� w A 3 at;rq La 00 w ALL TBAO,SUNROOMS ARE DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE wl " WhZ E COLOR: BUILDING CODE. ce — " NOTE, ALL OPERATING GLA33NO PRODUCTS SUPPLIED BY 7EL40 q /TRg, FA qIA IM: SUNROOMS INCLUDE TEMPERED IN IOR XP: HPr-2QOO GLASS THAT CONFORMS X FMWr ESR—IBM TOTAL WEIGHT OF TEMO PRODUCT: 1030 lbs. WITH Sr Tff IOR KP: CTION R.3011 OF THE IRO i PRODUCT APPROVAL 5505 N TYPE: UATION REPORT ESR-1403 U Z V) 0 oo 00 boo // Za�N ��pppppp 1 N V) �M OP 0/ 0 // 3=1 OPEN DECK AREA W� RAILING N u a" TDP // 0 // // 0 m ?r� rE: r=:�]�r= �a R, In sick EXISTING WOOD HEADER 72 x C WOOD SCREWS AT 12' ON CENTER Z INTO WOOD Z 00o0 00 goo so 2—/8 1EK SCREWS Z C N INSIDE AND OUTSIDE Z o m c4 c4 ro^ OF EACH NUWON :D c/) va 130 MPH WIND SPEEDS (nv zT �JH TOP TRACK EXPANDER 8 �°o' + ir I 3 cn DETAIL 'B ' W UNDER EXISTING W � T, � � fd ° ' .c a PARTS ��L LEGEND INSTALLERS LAYOUT SKETCH E FEMALE :EvEANNEL VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING CMALE LICORNER e i 0 NOTICE• THIS JOB HAS NOT BEEN CONRRIWIM. PLEASE FAX AN APPROVAL WHEN READY TO ORDM 6'-0" In ® 6'-0" RELEASE APPROVED BY- 4- 2 3/16 2 3AG 8'-0' UPPER LEVEL ; CUSTOMER: T & K HOME IMPROVEMENT JOB NAME: TSAUARIS, GEORGE & SUE a'—o" 3 5/8" WALLS NOT TO SCALE ss01u u INes ss 05 2 11/1E 2 11/16 LOWER LEVEL �,'r� q , v UL Sim . IOC LEGACY LEPQti E3R-1001 FLORIDA PRODUCT I00 EVALUATION REPORT E OBW8949 11/25/08 1K—HOME ;�s:"<<4=•,' F;, FLORIDA PRODUCT DETAILED BY:MICHAEL RANG FLORIDA PRODUCT APPROV RI t. A B EXISTING HOME 6'—O" Q z A 6'—O" n O (U U Z to o» M N C W SS'XWNDOW 44.5'WNDOW S'WNDOW SS'WNDDW so V)q OD (n WOO oo V'(O tp `rGo 2 t0 0Q3cVN Op�Ncu N 0:Q' Z c0 fD Z (O(p vmi aZZ°v4� N QZZ 0 C3, 0 pO41 t,�,tzgR A � �Zp .. ~N 0 a u EXISTING HOME w N U a cv J gm 23 Y d 55'WNDOW 55 WNDOW SS'WNDOW WNDOW WNDOW 55,WNDOW .. _ z d W a W aQ'D R^1 a.� m iS m 29'-3" W o � Q ,r W Ip oZ 2 NOTE. W o �C �� IV Is 1. j C' FRAME COLOR:WHITE THE SIDE WALL ATTACHMENT NOTE* ENCLOSURE NOT TO BE USED `�� t a FASCIA IM:WHITE AS A PERMANENT LIVING AREA BE HOUSE IS A NON-LOAD I � ,� e BEARING CON NECTION. Q� a . a m INTERIOR KP:WHITE PROPERLY CAULK BOTH SIDES RMS EXTERIOR KP:WHITE OF ALUMINUM EXTRUSION AT THIS CONNECTION. ci TJ Ne c o SKIN TYPE:TEMKOR 3 FASTEN ROOF PANEL TO ALUMINUM CHANNEL WITH #8 1/2" SCREWS AT 12" ON CENTER TOP AND BOTTOM c3 METAL PREFLASH AND CAULK TOP & BOTTOM �i o o _� '� ' MOUNT W/ #8 X 1/2" SCREWS o © 6" O.C. 2,1 b 0. Z a axe N 0=Z O O z O c. W So W Nc>H \ F—a�� EXISTING WALLEL 9 HANGING RAIL MOUNTED z WITH 1/4" X 3-1/2" SCREWS INTO EACH WALL STUD STAGGERED TOP & BOTTOM v a W€ Z a Ca (/ Ric Os W � m =X I i r ca Ld � 1y�y DETAIL 9g ' Ld m la ��'t 0 � USE STAINLESS STEEL or TRIPLE DIPPED I�'k7iRl GALVANIZED FASTENERS INTO ACQ LUMBER • ML OIL • GME MA FACM RMLT hasp OWU 1-4 • RAW PRMC AFRgMIL 0006 • RINM FRO=Nf1F K 367-M • RMU FRC7=AF4MAL • ROM FF=l APPR6K 13Z • (M M IAi AMIm S�PINT NRFNR• FLORIDA PRODUCT APPROVAL 7086 � W w LL E O O l/ SPECIFICATIONS FOR < SUNROOMS AND PATIO COVERS WITH Igo 3.625 3.625 INCH WALL MULLIONS PAGE NUMBER COVER SHEET INDEX OF SHEETS 1 FLOOR PLANS, ELEVATIONS and ROOF PLANS O 2 3.625" SUNROOM SYSTEM ROOF DETAILS and NOTES 3 3.625" SUNROOM SYSTEM WALL DETAILS 4 3.625" SUNROOM SYSTEM CROSS SECTION and ATTACHMENT DETAILS 5 3.625" SUNROOM SYSTEM WIND LOAD CALCULATIONS W W Ln Ed W O V GAM NOVEMBER 19.2008 &WO A.CANCY.PE 8M ASBLRY AVE NATIONAL PACK NJ 00067 rl!(10J4D-0.tm MY U Ll.#m p0 L OAif•7J11 NT t9Y G:\11 x17\TK-HOME\4TEMOCOVER 4TEMQ `SJ EXISTING STRUCTURE ROOF PROJECTION ROOF PANG I � ROOF PANEL a � $ 25 OPTIONAL DOOR R ' MAX It TYPICAL c ---- 12• TYPICAL WON SPACING NOT TO EXCEED 8 FEET UWON SPACING NOT TO EXCEED 8 FEET VARY TO SUIT PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL STUDIO ROOF PATIO COVER PLAN EXISTING STRUCTURE Of ROWPROJEcnoN ROOF PANG • ROOF PANEL I alis z I � a � a2 OPTIONAL DOOR � 0 18• 12• TYPICAL � MAX EIr o it TYPICAL i UWON SPACING NOT TO EXCEED 8 FEET YUWON SPACING NOT TO EXCEED 8 FEET VARY TO SUIT POSSIBLE to PANEL PROJECTION z �- o a PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL GABLE ROOF PATIO COVER PLAN o c � La OVEMBER 19.2008 LLYW. 4A16 A.CANCY.PE KATI 1AL PA.L W DOM ALL SECTIONS DETAILS REFERENCED �MINXIM-� HERE ARE SHOWN ON SHEET 4TEMO4. NY °CII NEW \\ter ocod\e-root\71x17-2006\4TEM012006 �T mol GENERAL NOTES & SPECIFICATIONS �r ALUMINUM CAP FLASHING INSTALL 6 SMS A 1, THS Q�DyT $T$,hy TO lbTM1ED tLDER E RDOF PAPANEL�AT 4" ON CENTER ALUM UM SW F7lDFIi TPASFQt 1/4'CARRIAGE BOLT SDI ON DRAW NO,41EN4 OR tM=A CDOE APPROVED ENOSING ROOF � ALUMINUM SKIN 2. OM LOAD& SEE TABtFS FOR OEM LOADS AS SPETONO PER THE 2005 -" . NiETN`: ARORAL iES� ODE,NRAL C 2W5 NIEINAM L RUN=F;RESDENUL �. OODE OF N1S W NO ASM-7/'= 3 FASIFNM SCRENS SHALL BE SAS WO AND SHALL 88 ST AIiFSS STEEL. •' >NC PLATED,CALV AN®SiEFL OR 2024—T4 N1RlAAI. '. • SIRIICIIRAL OOPQFNi15 OF- 1HS SUROOY.• SISTENI SOLD .t - �T a• ' :t P� �a N1AY�IBM B00.�1D!BLESS SPFCFiCAl1 ANF1S)ARE OF Y NOTED OiiENt1RSE o•i' '.•� ALL EXiENtIOt PQtilpiS CIF THE 50D TALL PANEL■10t ARE SSW TO ■111FR� ' Ni1111901 SHALL BE FiLLY CALLI®. � e. CPENNGS N 11E WALL MAY W COVM V17H A!D BWA WIDE OF 7EMPENED fi.ASS INIH A MNMM D OOESS W III NCH THAT COR S MM THE CODE 0.032" ALUMINUM 7 0.032" ALUMINUM . *M THE ROff PANEL SPAN IS PNtALL L TD RE Elb"M MALL CF 1FE REMENCERE A0+1M OF¶E DOW W9L SST snwCRK(SRM a ROOF PANEL AT CATHEDRAL Au"M slat!J 1 UMA0W i aMF RE WE VAL 7 E AAD C ACY E�F AMW 911 PEAK WITHOUT BEAM DETAIL 0 NOT A PART CIF==01 OR APi'RDIGL IL THE REAM SiSIEM M11.01S HAVE BEEN OES 0 FQt LOAD CIMMAT106 8 UL APPROVED F1)t1URE BODE WOW BY THE 21MG NNEWATIOUL iEZENI .CO>E• CEILING FAN MOUNTING DETAIL a o W N CONTACT N DEAR MAIMAW S LL BE FROM= 1ip p�p 10 EIFmw ANOm sHALL BE'HLLR Im-mT r mum'Bwar ZAMAC v /' 3'RAL tialLiT 17aSTNO TRUSS ROOF IN1H NAIr.TAPCM FIB CR ETDIAVALENT. r00D LAGS SHALL ff 1 4 BY 3' b• 1 1 4 lAti MIS S ACMES OVER F&T PAPER /• I0C CAWC EXi.EmFa GILYA1lTfD LAC BOLTS SO --_ it. ALL E>OM WOW SHALL HAVE A MN1R1M SPED<•1C OtA%M OF 0Q4L io N� �USNR F 11 SEE TAKES ON NU 41EMM FtR DEEM=LORDS ER SHNOLL 13 ASPHALT SHMCIFS OR Li01T 1EN0R RE SERE Wr EONS 7 PMM f5 OONTNUOUS COVERAGE PER SMARE FOOT MAY BE INSTALLED ON 1HE ROOF PANENS IN ACCORDANCE H1TH ter METALAULN)10 A�r a� OF SNON1!ICE SHED TAS t00 ILE-K IM PROCFD FOR M WDEN RAN WISTNICE OF DR 013NIUI01S M ! -�` W/MRG C SEAM LAP ROW SVS'1EM%TEST REPW DATED&K 5 MOL 11 ALL OPERATING Q A71lG PRODUCTS OW EDGE SF O BY TE11%INC.NCILWE TEMPERED HPi-2WO OAFS 1HAT COIFMS NDt SMIM FM OF RE EMNAWUL `•r INSTALL 7/1O'OSB BUNG CODE 70 NEW TF]IO ROOF PANELS ATTACH NEW R7te RSIF ADD 2 x 4S U 1eEw �t>sta 14 �tr�� TABLE A MAXIMUM ROOF . LAO stsl 0 KM EACH Olt TRUSS - PANEL SPANS* APPtIC mm of elr lays TO R�ATT THE MAX EXTENeOR �ate' Y 'r 9WWREINFORCED Ae IS Vw0mL- DESIGN PANEL DESIGNATION SHINGLES TO ROOF PANEL — — — ATTACHMENT DETAIL LOAD T-3 2 32 T 4.25-2-32 T-6-2-32 ROOF TO OVERHANG O REINFORCING AND ATTACHMENT DETAIL 20 PSF SNOW 14'-3" "17'-0 20'-3" 120 MPH WIND s JI SIZ•aroma MAs 20 PSF SNOW BaE=ROOF CLEAT1:t 120 MPH, CAT.0 13'-3" 14'-5" 18'-0" ROOF NOTE 25 PSF 2O MPHH WIO D14'-3" 17'-0a 20'-3" S o WN30 PSF SNOW C4 12'-2" 14'_4" 17'_2"oam ®-1 _ 120 MPH WINDlir �4 CAM PEIEMATE MDMM 131{MNIM1IM Kpips � * MAXIMUM PANEL OVERHANG IS 1'-6" NOVEMBER 19.2008 MINIMUM ROOF PANEL SLOPE IS 2% �A. � '� � ROOF PANEL/WALL AITACHMFM F ROOF PANG SPACE n AW- 7,,,,m ..w-fpsafamm 4TEM02 G:\71 x17\TK—HOME\47EM02NT_120 =OF e RALL_MALE _HEIGHT MALE sa.D PANEL HEIGHTMALE RILL_ AID FEMALE AND FEMALE AND FEMALE SOD Fina HOW MALE /�/ SMS O TOP, BOTFML!O 24' QC.BEIVIEEi so ¢ O ' O Z Z w W w O K OHAttE1 �BOT7011 sms•QHANN(Z 7OP0 BAL RILL Illm OwEEER &15 N z �- WEDOW JAI® TRANUIY JAYS PANEL ADAPTER AT < N <w ASMS p/,yy�y/�� �y� O o i=WALL PANEL U r 6 S- .9M m QISO MALE / FEMALE MULLIONS A mfump aw�ia. ' com nHEIGHT FULL HEIGHT 0 O s5 FEMALE AND MALE FEMALE AND MALE sameO AND SMS O 70P AND STLD PANELFULL FERW MALE y�J BOTIOII BOTTOM AND FEMALE :4 M DOL H�ILE oil BO 9Y3.TOP. j Qe Tw� o z4'WEEN RILL� !e E TaP AND DMUM OTAMB mw PULL HEIGHT FILL HEIGHT PAIEL o; DS7w EyE WEDOW JAYS 7RANSW JAMB AHEL ADAPTER sn�o�oa� •tTl®aAslo SOLD WALL PANEL •inn gut P� � • FEYAIA LL SM/MALE (B) CONNECTION 0 HOUSE ltl o w i HOW �HflaHr (� B01TO1 O�HEIFl� RALL HEIGHT �FF}G1T F11ALE �HER IT FE11�u EFUL ST (� RACEWAY CAP JO 91S O�a �r M O 7� ��T BOTTCII RACEWAY CAP BOT70Y RACEWAY CAP SINS O 70P, y am BE71ED1 24 f=!f 3 J N � AO M FULL HEIGHT RACEWAYFLT�L � FUL HEIGHT IIOVEM13ER 19,2008 �DOW JAYS RACEWAY RACMY .wa A 6 s AWY.PE ,umw.nwc w 0lK7 7RANSa1 MW PANEL ADAPTER ne tam m-ma AAMILOUL wr�my MALE/RMAY/FEMALE MULLIONS Solo PANEL Cc) 4TEM03 G:\11 x17\TK—HOME\4TEM03NT 3 OF 5 flOfi-1/,r TF.SCREr t/was & Nfl ! E MS E INSERT SPACED 012m O.C OPRE S OF a A AT le'O.C. PERs 1rRl lE Dot1{i5 BAW%U CAP PER LOCAL COX SAE AS BEAM EVAIM iD NwDH SAW SKM FRaI 1E KOCANLLION 2-#8TEK SCREWS NA1D SIRCRRA ':'?i,:'yl^•{�'`°*"'•��:t:' IRjK I EACH SIDE OF MULLION PAIRS ' @11 120 MPH WIND SPEEDS �FLASM BEARING WALL SECTION ON al g CONTINUOUS PANEL GUTTER HIM TEMO HER APPROVED DECK PANELS W/� SMS 0120O.C. TOP & A THRU C � BOTTOM TO ROOF PANEL I jiQ1Q-1/r T.P.SaEM t/NIIS}FR I I•120 WH■O SPE7>?S � �$� WALL CAP SPLICE TO BE �•�•MAX �, ME LOCAOF��AT r� g OVER THE VERTICAL MULLIONo o eEt1Eo1 EACH NwaL M RA No TOP EXPANDER SHALL AL EV� BEAR FIRMLY ON MULLION HEADER z o BASE sPt1� ME Wnf X ODIN SECTION PRIOR TO INSTAL- b zPR LOCAL CODE LATION OF FASTENERS THRU $ Q � �� 1/4•0 EXPANSION ANCHORS A C c M7.at HEw wow 0 120 MPH WIND SPEEDS DE1 K N®DOD DDt�ttIDN U ,L LOCATE 1-ANCHOR C EACH i cn AWL FLASW SIDE OF MULLION AND AT 160 O.C. BETWEEN EACH MULLION. SILL * 5 � • BEARING WALL SECTION lJU BASE/WALL CAP ON WOOD DECK ; SAME AS BEARING EXPANDER TO MULLION 1/00 EVAIM ANlI= 01 •120 MPH= )TIH BASE SPLICE Y� �>E 1-AWM+TO BE W MINIMUM A C > SM aF Nwa AR®AFROM VERTICALMUWON BEIIM El�at�10N EXIST. OR NEW CONCRETE x sA E S WL W pVSLAB IN GOOD CONDITION M NiumBASE Ma �"'�M BE t�Mil PERM aR FOUMM FRaI vER11CAL NwaH PER LOCAL COOScF OR tElr Cal1QEl • • , �_ o SLAB N an OO101m C CD N W W N m PIERS OR FOOTINGS BEARING WALL SECTION ldJl w c PER LOCAL CODE. 1' IN. 0 1/4'/ ON CONCRETE SLAB "� c ANCHORS DAM NOVEMBER 19.2008 JQ=A CLAM.PE mmuA N19C IY cow PIA(�ti-7a BEARING WALL SECTION .1 o G:\llxl7\TK-HOME4TEM04NT 4TEM04 4�6 Wind Calculations for Standard Mullions 206 & 306) , Wind Speed (80, 90, 100, 110, 120, 130, 140, 150) 120_ �� Exposure (B, C, D) g Calculated Wind Pressure 24 � 9 Male—Female Mullion Male—Stud—Female Mullion Male—Raceway—Female Mullion 01 Maximum Mullion Height(ft) 7 Maximum Mullion Height(ft) 10 Maximum Mullion Height(ft) 12 Centroid (in) 1.8282 Centroid (in) 1.8264 Centroid (in) 1.8502 Z Moment of Inertia (in^4) 1.3283 Moment of Inertia (in^4) 2.4763 Moment of Inertia (in^4) 3.7152 g CD 5 Section Modulus (in^3) 0.7266 Section Modulus (in 3) 1.3558 Section Modulus (in^3) 2.0080 > Calculated Moment (lb*in) 8820 Calculated Moment (lb*in) 18000 Calculated Moment (lb*in) 25920CIA Allowable Fb (psi) 15000 Allowable Fb (psi) 15000 Allowable Fb (psi) 13500 N Calculated fb 12138.73 Calculated fb 13276.29 Calculated fb 12908.37 M z Section OK Section OK Section OK o� NOVEMBER 19.2008 JAMES A.MANCY.PE BM ASBURY AVE MAIpNL►AP%AM mE] PR B®Jm-rn nf70ouL Olvml NrA OF G:\11 x1 7\TK—HOME\4TEM05NT 4TEM05 swig { I R � I , . 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