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HomeMy WebLinkAbout33801-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33889 Rte: 08/07/09 THIS CERTIFIES that the building ADDITION Location of Property: 1950 BREAKWATER RD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 9 Lot 6.1 subdivision Filed Map NO. __ Lot No. __ MATTITUCK conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 7, 2008 purs%umnt to which Building Per,nit No. 33801-Z dated APRIL 7, 2008 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 PORTICO AND TERRACE ADDITION TO AN EXISTING CHURCH BUILDING AS APPLIED FOR. · ~ne certificate is issued to NORTH FORK GREEK COMM ASSOC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEP~T~9~T OF }{E~LTH APPRO~i~L EL~t-r~ICAL c~KTIFICATE NO. PL~ C~RTIFICATION DA~D N/A N/A N/A Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING, DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC ~ application must b~ filled in by typewffi~r or iak and ~abmitted to th~ Building l)~partment with the following: For new building or'new use: " 1. Final anrvey ofprotna'ty with a~r~at~ location of ~I1 building% pmpea'y lincZ;.street% aad un~anat natural or 2~ Final Approval 15xma Health D~t. of.wat~mq~ply and ~,veragn~lispoaal (5-9 foma). 3. Approval ofeleCtricidinstallation ffomBoardofFim Undorwrito~. 4. Sworn statemant from plumber ~ ihat the solder used ia system e~n~inn le~s than 2/10 of I ~A lead. · 5.Commeroial buJldinE~ indusirtal building~.multipl~ r~idenoe$ and similar buildings and installati~as,.a cerlificate of Cod~ Compliance from a~hite~ or e%oi.~er ~'pona'bl~ for the building. 6. Submit planning Board Approval ofcomploted site plan requirem~as; .r' IL For existing building~ (prior to April 9, I957} non-~onforming m~s, o? buildings and ,pre-~..xisti~g" land. use~: I. Ac~urat¢st~ey~fprop~r~h~winga~pro~:~yYmes~str~t~bui~Ymgand~unu~ua~rt~p~graphic feature. 2. A properly completed'appliCation, and conaant to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall.state the rea~oaa therefor in writing to the applicant. C.. Fe6s L Certificate:of Occupancy - New dwellinE $25.00, Additions to dwelling $25.00, Alterations to dwe}ling $25.00, Swimming pool $25,00, Accessory building. $25.00, Additiolas to accessory building $25.00, Businesses $50.00. 2, Certitlcate of Oozupancy on Pre-ex. isting Building - $100.00 3. Copy of Certificate of Occupancy - $.25 Updated Certificate of Occupancy- $50.00 5, T~mP°rary Certificate of Occupancy - Residenthil $15.00, Commercial :$15,00 Date. (/~O/tg~_, New ConstxuctiOn: Location of Property: Old or Pre-existin~ Building: (check one) - - HoUSe No.. owner or Owners of Property:. ~o r )£ ~ Suffolk County Ta~ Map No 1.OOO, Section Subdivision Street Permit'No. 3~0~ Health Dept. Approvld: DateofPermit. ~/(/~.~ ~ , Planning Board Approvah Request for: Temporary C~rtificate Fee Submitted: $ .5~©, ~'"~'" Hamlet Block ~)O0~ Lot ~06. O0 l Filed Map. 'Lot: Underwriters Approval: Fina[ Certificate: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING P~IT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PER~IT NO. 33801 Z Date APRIL 7, 2008 Permission is hereby granted to: FORK GREEK NORTH PO BOX 1162 MATTITUCK,NY 11952 for : ADDITIONS/ALTERATIONS TO AN EXISTING CHURCH BUILDING (ENTRY) AS PER ZBA #6088 AS APPLIED FOR. at premises located at 1950 BREAKWATER RD MATTITUCK County Tax ~ap No. 473889 Section 106 Block 0009 Lot No. 006.001 pursuant to application dated APRIL 7, 2008 and approved by the Building Inspector to expire on OCTOBER 7,~' ~ Fee $ 250.00 ~[A~[~ori ze Si ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING ,~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ] FRAMING / STRAPPING [~'] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:~ ~ DATE ~ INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~ [ ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION //~ FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: 409 Lake Ave., Suite C, St. James, N.Y. 11780 (631)686-6585, Fax: (631) 686-6786 Mmacrlna@optonllne.net June 26, 2009 Town of Southold Building Department Town Hall Southold, N.Y. 11971 Re: Transfiguration of Christ, Greek Orthodox Church Breakwater Street Mattituck, N.Y. 11952 For whom it may concem, The general contractor replaced a pre-existing 36" tall railing with a new 36" tall railing to match the existing.. I believe this is acceptable as per the 2007 Existing Building Code of N.Y.S., section 303 (alterations, level I) and its chapter. The code states (sect. 501.2, conformance) 'An existing building or portion thereof shall not be altered such that the building becomes less safe than its existing condition.' The chapter has no additional information regarding railings or guards. I respectfully request that you accept this letter for the rafting replacement. If you have any questions, please do not hesitate to call. Sincerely, JUN 3 0 2009 BLDG. DEPT. TOWN OF SODTHOLD Member of the American Institute of Architects / United States Green Building Council FIELD LNSPECTION REPORT ] DATE [ CO1VLM2ENTS FOUNDATION (1ST>3.. ~'~0 --0 ~ C* ~q FOUNDATION (2ND) /kD ~ ROUGH FRAMING & q ~ PL~G ~ LNSULAT1ON PER N.Y. -~ STATE ENERGY CODE ~DITION~ COUNTS ~} m TOWN OF SOUTHOLD BUILDING DEP~RTMENT Tow I A,[L SOUTHOLD, NY 11971 TEL: (651) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined (~ Approved Disapproved a/c Expiration BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health bJ I/'~ 4 sets of Building Plans J Planning Board approval Survey ~ PERMIT NO. ~ ~(Di ~ Check J Septic Form i~i/: N.Y.S.D.E.C. Trustees Contact: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS [ ,2o a. This application MUST ~e 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, Suftblk 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. (Signature of applicant or name, ifa corpo{a{ion) (I~ailing addrtes~ of appli~:nt)/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~.~ ~o~ ~n2 {~lMd,~,'l/--~ ~'~'~1 (As on the tax roll or latest de~d) If applican[ 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: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Lot Lot State existing use and occupancy of premises _and, intended use.and occupancy of proposed co~nstruction: a. Existing useandoccupancy ~/ttTA, g~_/'///"l/~ ( ~t~,,,O~ ~'/Olt~o,,,[c, )' ' · b. Intended use and occupancy Nature of work (check which applicable): New Building Repair Removal Demolition Addition / Alteration Other Work 4. Estimated Cost ~/t~0/t~, 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this appliDation) Number of dwelling units on each floor /'g/Pc 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I,~ 7. Dimensions of existing structures, if any: Front ,~2F7'" Rear ,5'"~"/~ Depth Height ~.~,'/¢7-~'~ Number of Stories {~/~f¢/ Dimensions of same structure with' alterations or additions: Front Depth 77/~]~ Height v2(~ '~" 8. Dimensions of entire new construction: Front Height :~ L".2-'~ Number of Stories 9. Size of lot: Front Rear 10. Date of Purchase ~ q?O (-a~4 Name of Former Owner I I 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 ,4/Will excess fill be removed from premises? YES __ ~_~ ~'~"' Rear Number of Stories Rear k_~fi'7~' Depth / Depth No,/ 14. Names of Owner of premises o,va~"c/.,d,~,JJ3-( ~{ffrt~:ess 1°1~o ~¢4q~[~ho, Phone No. Name of Architect p4//')'//t'~.~ M/c/.4?3:I4R ' Address~hone No [.qqjl-"[~4, ~'~,K'~( Name of Contractor - t4]t~ Address Phone No.r ' - - 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 B~QUIRED. 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 V/' · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OOdleS)S: //~/~//p,~~--~ r~ t/~/4~//'X ]~x]/~'~ being duly sworn, deposes and says that (s)he is the applicant [Name of ~ndzwdual szgmng 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 tree 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 tq before me this \ 20 d. aY~~'} ~]14 [~ Notary Public APPEALS BOARD MEMBERS James Dinizio, Jr., Chairman Gerard E Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman hup://southoldtown.northfl)rk.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9(}64 Mailing Address: Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold. NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING DATE: DECEMBER 6, 2007 ZB File # 6088 - NORTH FORK GREEK COMMUNITY ASSOCIATION Property Location: 1950 Breakwater Road, Mattituck CTM 106-9-6.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's 2.9430 acre conforming parcel in the R-80 District with 347.92 ft. along Luther's Road (Breakwater Road) is improved with an existing two-story church building as shown on survey prepared by John Metzger, Peconic Surveyors dated April 2, 1999, revised May 15, 2006. BASIS OF APPLICATION: Request for a Variance under Section 280-13, based on the Building Inspector's August 17, 2007 Notice of Disapproval concerning proposed additions and alterations to the existing church building which will be less than 60 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 15, 2007, 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: The applicant requests a variance as shown on Plot Plan dated 9/10/07. Zoning Code Section 280-13, which requires a setback of 60 feet to the front property line, and the applicant is proposing 38.83 feet from the front lot line. Page 2 - December 6, 2007 ZB File No. 6088 - North Fork Greek Community Association CTM No. 106-9-6.1 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The church currently has a partially covered open porch, with steps leading to a walkway. The +/- 62 ft. setback from the westerly (front) property line appears to conform to the Code required 60 ft. minimum setback. The proposed setback from the front property line is requested at 54'7" to the portico. A terrace is proposed in front of the portico at 38.83 feet at its closest point to the front lot line. The record shows the removal of an 8'x16' portico and the construction of new portico in its place at 54 ft. 7 inches, supported by a raised terrace of 23.4' deep x 44' wide. The applicant is requesting a variance to construct a stone/portico with terrace addition to the front of the Church. The proposed addition and alteration to the front of the Church will not impact the immediate neighborhood. A substantial farm exists to the north of the Church. To the rear and south of the church is a newly constructed subdivision of residential homes on conforming lots. Across the street are two homes on oversized residential lots. The ability of the Church to hold religious functions on the proposed raised terrace, with attached portico, will not only enhance the look of the Church building, but will also allow the Church's outdoor functions to be much safer for all by using the raised terrace. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Church has been in its present location since 1971, and has a conforming front yard setback. The present grade of the parcel is significantly lower in elevation in the rear of the building, thereby marking it difficult to add onto. 3. Town Law §267-b(3)(b)(3). The variance requested herein is substantial. 4. Town Law §267-b(3)(b)(5). The difficulty has been self-created. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this community will have an adverse impact on the physical or environmental conditions in the neighborhood, based upon a review of the record and inspection of the present neighborhood, as mentioned above in #1 above. Page 3 - December 6, 2007 ZB File No. 6088 - North Fork Greek Community Association CTM No. 106-9-6.1 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of his property, 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 Goehringer, seconded by Member Weisman, and duly carried, to Grant the variance as applied for, as shown on survey prepared by John Metzger, Peconic Surveyors dated April 2, 1999, revised May 15, 2006, and Plot Plan and Elevation Diagrams (undated) prepared by Michael Macrina, subject to the following Conditions: 1. That a landscape barrier be constructed as per the 11/27/07 site plan submitted November 29, 2007 by Michael Macrina Architect P.C. 2. That the plantings shown on the 11/27/07 landscape barrier be continuously maintained. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolition~ Which are not shown on the applicant's diagrams or survey site maps, are not authorized un~iar~ this application when involving nonconformities under the zoning code. This action doesXxnot authorize or condone any current or future use, setback or other feature of the subjekct property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: WeiSman. This Resolution was duly. adopted (5-93, Ja~es Dinizio Jr., Ch~irma~ A~proved for Filing Ayes: Members Dinizio (Chairman), Oliva, Goehringer, Simon, and 12/ I /2007 TO: FORM NO. 3 NOTICE OF DISAPPROVAL Michael Macrina, Architect (Transfiguration Church) 409 Lake Avenue, Suite C St. James, NY 11780 Please take notice that your application dated August 8, 2007 DATE: August 17, 2007 For permit for additions and alterations to an existing church building at Location of property: 1950 Breakwater Road, Mattimck, NY County Tax Map No. 1000 - Section 106 Block 9 Lot 6.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 3-acre parcel in the Residential R-80 District, is not permitted pursuant to Article XXIII Section 280-114, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the A-C, R-80, R-120, R-200 and R-400 Districts unless the same conforms to the Bulk Schedule and Parking Schedule incorporated into this chapter with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum front yard setback of 60 feet. Following the proposed construction, the building will have a front yard setback of 38.83 feet. This Notice of ~val is~n a plot plan and drawings by Michael Macrina~ Architech Note to App. heant: Any~ange or deviation to the above referenced application, may require further review by the Son~g.Department.~ CC: file, Z.B.A. /o~o - / oo -- ,~.- K~OWN OF SOUTHOLD PROPERTY RECORD CARD STREET VILLAGE LOT ACR. i TYPE OF BUILDING RES. LAND IMP. NEW FARM AGE Tillable Woodland Meadowland House Plot NORMAL Acre VL. FARM k TOTAL DATE BUILDING CONDITION BELOW ABOVE Value Per Value Acre COMM. CB. ~ Mkt. Value REMARKS FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD DOCK Total Extension Extension Extension Bath Dinette Porch Floors Porch Interior Finish Breezeway Garage Total Foundation Basement Ext. Walls Fire Place Type Roof Recreation Room Dormer Heot Rooms 1st Floor Rooms 2nd Floor Driveway LR. DR. BR. FIN. B v o o~PO ~/~V Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM A. Does this project meet the minimnm standards for classification as an Agricultural Project. Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS RE U~NG THE SUBMISSION OF A STORM-WATER GRADING DRAINAGE & EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark 6/) for each question is required for complete application) Yes No 1. Will this project retain all Storm-water Run-off generated on Site? (This will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? 3. Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more'? 4. Is there a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fifteen (15) feet of vertical r/se to One hundred (100) feet of horizontal distance? 6. ~Vill driveways, parking areas or other impervious surfaces direct Storm-Water Run-off ~nto and/or in the direction of a Town Right-of-Way? 7. Will this application requim the placement of material, removal of vegetation and/or the / construction of any item within the Town Right-of-Way or road shoulder area? (lhis itsm does not include the installation of driveway aprons.) 8. ~i~~therebesitep~epara~i~nwithinthe~~eh~n~re~(~~~)year~~~dp~ain~fany~~terc~urse? 1'~ ~/// Note: If any answer to questions one through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. STATE OF NEW YORK, ~, - . COUNTY OF '.] b/ ~0~-~ SS That I, ;;~~ ...... being duly sworn, deposes and says that he/she is the applicant for Permit, And that He/She is the ......... ~/.~_~ _ (Owner, Contractor, Agent, Corporate Officer, etc.) Uwner anck'or representative of the Owner or Owner's, 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 belier; and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; . . __ Notary Public: ....... ~ ~]j~ ........ ............... ;.: ....... ~.~.. ~q~l'/fa~ (Signature of Applicant) FEE:_'~.Z-~'-O ",'. NOTIF~ ' ': ........ 765-t87 :~' ' ~: q ¢4 FOR THE ;:. INSULA 4. FINAL - ( ,:'",%.,CT!CN MUST BECO~, :i: Lh ALL CONST /,%i~.,~ ~;F..L blEET THE REQUIRE¥ '~T3 OF T~E CODES OF NEW YORK SI','.; L NOT RESPONSIBLE FOR DESIGN OR CO,%TRUCTION ERRORS. OmC! I,~Ah ~.v OR ,-;CATE ALL CONS"R( MEET THE CODES CERTIFICATION O~=- ~^ILING & CONNECTIONS REQUIRED, 4 RETAIN STORNI WATER RUNOI:i: PURSUANT 'TO CHA?IER 2.36 OF THE TOWN CODE. c~ N/O/F SL~Dd~S~i $OUTHOLD, N, Y, 11971 ./, L 41VD O~ D4 VI D COopeR N/0/R S/'4NL~¥ SL~Od~S~/ 310. $,~ , AREA : 2.94 30 ACRES · ~JSTBEUSF~98YAN'Y.A,"CDALLSL~-~I:~EUT~C~,~A~O.~O~P SURVEY OF PROPERTY AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 106 09 6.1 SCALE 1" = 30' April 2, 1999 MAY 15~ ?_O06(ADDITION) 87 - 959 GENERAL CONDITIONS FRAMING (continued) BUILDING DEPTARTMENT DATA. M I C HA E L 1. All work shall conform to the 2007 Building Code of New York State. Rolts in Wood Fram[no:1 --.- Classification / Floor Area: I Bt cture Ex,,t'g Proposed Tot°, MACRINA local Bul~dieg & Zoning Codes. nod the New york State Energy AIl bolth [n woeq framing shall be staodard mesh[ne bolth with Conservation Construction Code. All Codes shall supercede the standard malleable iron washers or steel plate washers.. ' = 128 sq.ff. 224 sq.fb. 224 sq.ft. ARCHITECT drawings and shall be incorporated into [he drawings, whether 2. Steel plate washer sizes shell be as follows: ~ o Portico to be removed they ore indicated on the plans or not. o. 1/2" Qnd 5/8" Diam. bolts - 2-1/~." sq. x 5/15" ~ <( ~ Terrace 755 sq.fb. 735 sq.fl. 2. Contractor shell check and verify all dlmaBoions, notes and conditions b. B/4" Dia. balts-2-5/R' sq. x 5/16". ~ at the site before any constr~ction work is stoked. The Contractor 3. Each bolt hole in wood shall be drilled 1/16' larger than (~EI I ~ U. = [] shell notify the Architect of any discrepancies or conflicts in the diems[er of bolE~ P,C,, A.I.A. drawings and/or field conditions before starting the work. ]he discovery (~OAT ~2-.~4~1 of discrepancies offer beginning the work shell be the full responsibility 4. For sill anchors, see typlcol details on architectural drawings. of the Contractor to correct. Lan Bolts: (~ ~.,'~TOpJ~-T=. L~::~E~I~"I" Oi:~:l~ 3. Contractor shall locate & stake out all existing underground utilities prior 1. ghell be of structural grade steel ~) [] to any exception. The ut[lit[ns shown on the plans are on opprovimote 2` Washers shall be placed under the heed of leq bolts bearing ~_ ~ , Bxtht[hgI location only. on wood. Length of lag bolts shall be minimum 2/3 depth of ~ o tr. Building ~-. Contractor to be responsible for arranging all necessary permits and members being bolted together ~ ~ ' ~. /~ H[ ~ inspections, including Certificate Of 0ccuponcy (C.0.). Built-ua Reams: ~ / .~ ~'~ ~ / L~Remov~ I Existing~'~--~1 '-~ [] , , ,, , 1. Bu~t-up beams or joists formed by a multiple of 2 x members {~I2--~\~/L ~ ~/. g~ ...... "',' ::,~,:, 5. Wdtten dimenoions shall have precede, nco over scaled dimensions and larger shell be in[hrcannected as fellows: ~ 4r'l~ ,, Remove Existing scale details shall have precedence over smaller scale details/drawings. ,_~.~-T=. . . New PorBco , RemoveNlEx,sting ~. ~EntranceDoors __ F~T~TFT ~~ ' ; ' ' ' ' Drawings ore nat to be sca[ed, a. Nembers 12' and less in depth: glue and intemoil . ~ -~ . /~ ~ --New Terrace Brick Veneer Throughout ,, and Prepare For / ~ I I I I I 6. Any deviation from tbs Architect's drawings must be submitted fo the b. Nembers greeter than 9-1/~" in dspth or multiple ! ~ ~ Down Replacement. R ~ I I I I , ~--, Existing Concrete Stair ~ : I I I I I I ~. Jli/ t ~: I I I : I I & Rdiling To Be Removed DESIGN: 409 Lake Ave. , SuRe O ,, Architect in wriRng for approval. 3x members throegh bolt with 1/2' diometer machine bolts \ ~-~-----] .......... ~ j.. X~.~___:J~"- ......... '~F '~'-"~-" St. James, N.Y. 117R0 ' ' "' 7. Contractor shall be responsible for adequately bracing and protecting oil at 24" o.c. staggered. ~ ~-/'LRem°v III ~ % / ~ ~llJ \ Plans have been ., ~ ,, - Building Code of New York State work during construction egeinst damage, brackens, collspss, distortion _Cut[ind of Beams. Joist and gaffers: ~ e Existing ...... ~ ~ ,, \ designed in phone (631) 686~85 and misalignment according to applicable codes, standards and good practice. 1. Gu[tieR of wood beams, joists and rollers cheil be limited to cuts ~~ ~ ~ Stair Foundution Remove Ex st ng Port co ,, · ~' -~ m'" Remove Exmhng~' . accordance with: - A.N.S.L 117.1 2003 fax (631) 686~786 R. Ail she, be pedormed in a first class monn with a, new materials, ned bored hol .at deeper than /fi the depth of lb. member Remo Existing Roof St. oture Completely iii ' Contractor shall provide ell equipment, labor and mo[hrials necessary for and shall not be located in the middle of 1/5 of the spun. ~ ~ ~ Concrete Slabs ,, . ~ ,, Concrete Slabs small MMacdna@optonline.~et the proper execution and timely compieRon of [he worlc Contractor shall Notch depth of the ends et the member shall not exceed 1/4 the ,,,e/'~. .'"-,~,,. Climatic & Geographic Design Criteria: be rexponsible for ell mctedols and equipment stored at the site. depth of the member. Roles bored or out into joist shall not be , r, , ~ Remove Exmbng Columns Wind Exposure Category: B ~te~_ bz~al[e~eat~ 9. Ail contructors and their subcontractors shall carry insurance that will protect closer than 2 inches to the tip or bottom of the joists end the , , , ~ ~ Remove Existing Concrete Stair & Roiling Ground Snow Loud: 45 psi ~ be ~eot~ the Owner and Architect from claims from damages for personal in~ries, diameter of the hole shall not exceed 1/3 the depth of the joist. L----JL· ~r ........ ........... ~L;r- ----~ t~e ~,~. Co~t 2aaa: including d~th, which may arise in connection with this project. The tension side of beams, joists and r~ffers of 4 inches or greater ' " nominal thickness shell not be notched, except at ends of members. Foundation First Floor ;_ Wthd Sp.ech 12o mph sec. gust _, be .,.,.., 10. Rontrao[hr to edemnRy Arch,toot and Owner and hold ha less, in Sled bea na Ro,s or Shear Nells: Deconstruction lan Deconstruction Pla i 11. The Architect is not responsible fa- ce~stmction means, methods, techniques, 1. Retches or bored holes to studs of beeBng walls or partitions shell , ................. · Seismic Design Category: Exempt sequences, procedures or for the safety precautions and progrums in not be more than 1/5 [he depth of the stud. ~ ~ ~ ~ ~ ~ connection with this project. ~ ~ 12. Ail construction wthn the ll0mph and the f20mph three second wind speed 1. There shell be not less then one line of bridging ib e~ry eight feet ~ ~ Weathering: Severe raglans (Nassau & Suffolk Counties) shall be in conformRy with the 'American Forest & Paper Association (AF&AP) t995 Wood Frame Construction Manual. of span in floor, attic and roof framing, the bridging shall consist /?"-. mE Frost Line Depth: 36 inches of not less than one by thr~e inch lumber double nailed at each / . 13. All conb'actors shell be licensed and insured os required, end or of equivalent metal bracing of shuel rigidity. / e.. Remove Existing Cupola Roof Midopan bddging is not required for attic or roof framing where - ~ 14. Co, tractor to obtain Owner's ar Architect's approwl for all mctedols, finishes, joist depth does not exceed twelve inches nominal. and equipment prior to purchasing. Ail equipment and mctedals are to be GENERAL DEMOLITION NOTES ; Decoy .robobifit~: Slight tO Moderclte installed per mnnufacturer's written specifications. 2- Block solid at all bearing supports where adequate lateral support 15. Contractor shall keep site clean and free of debris, is not otherwise provided. Block all stud walls at maximum inter.els 1. Demolition work shall be done in strict conformance with local, Winter Design Ternperoture: 11 degrees of eight feet with minimum of 2 x solid material with tight joints, state and federal regulations, including all penn[ts and utility cut-offs. Remove Existin,g Portico Ice Shield Underloypnent Required Velley's & Roof Perimeter's ' = Roof Structure Completely 16. 1hess drawings are the property of the Architect and shall not be used B. Provide 2 x fires[eps at mid-point vertically of stud wall. without his consent. Drawings shall not be used for issuing of a building 2. The Contractor shall at all times prmdde protection against weather Flood Hazard Exempt Break~A/ater Road permit unless signed & seated by Michael Mocrina Architect, p.c. Plywood: (ruin, wind, storrns, frost ~r heaL) so as to maiutain all work. Remove Existing Entrance Door 17. Contractor to follow all manufacturers ~eciflcafions, recommendct'ons and 1. Ail pl~ood shall be Doug fir or equal. It cheil be manufactured m{[tedols, equipment end fixture,s free from damages. Repolr and Prepare for RepthcementoveRem Existing MIN. DESIGN PRESSURE REQUIRED: installation details on all products used in this proje, ct. Notify the Architect and graded in accordollce with: any damage to property of the Owner/Client which is to remain Remove All Existing Revisions: of eey conflict between the plans end manufacturer s specifications, U.S. Product Standard PS 1-83 far Cans[ruction and Industrial Plywood in use. or that of uny person, aa- persons on or off the site Brick Veneer Throughout Remove All Existing Brick Veneer Throughout ~ ~ recommendcti0ns and instolldflon de[hlls prior th installation of product on caused by the demolition work w4thout additional expense to the owner. this project. Contractor shall be responsible for correction of any work that 2. Each pl~ood sheet shall beer the "APA' trademark. 'a) oo prevents the correct insthllction of a specified product as shown on the 5. All end jo[nth shall be steqgered and shall butt along the 3. Provide all necessary temporary supports os may be required ' ~ =:= ~ ~_c o drawings, center lines of framing members, prior to the installation of new structural elements required : : ~- ~ .... C~ ~ ZONE 4 DP 30 18. Contractor shall be respons~le for adequately bracing and protecting ell work 4. The face grain of the plywood shall be laid at right angles to the by the demofition work shown hereon. ~~~ ~ i [z_ ~ ==~_~ / Mete Railing ~- ZONE 5 DP 35 during construction egelnst domeqe, breckege, collapse, distort[on and joisth and tm~es and parallel to the stufls. 4. Any ~nd oil conthtions not showr~ hereon end un¢oYered in the misolignment according to applicable codes, standards and good practice. 5. Nais shall be placed 3/8' minimum from the edge of the sheets, field shall be brought to the otheR[ion of the Architect immediately, : =~ ~ -- "Ii' ~ '"' " '"' 'I]~' ~'' 19. Match oil existing conditions es they relate to finishes, lighting, courstng, The minimum nail penetration into f~oming members shall be 1 1/2' prior to uny action involving same. " " " ~ , " " ~ [ L1 dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, for 8d nails end 1 3/B' for 10d nails. ] 5. All existing elements to remain shall be protected during demolition. -- ~===-~r ............... ~r----~-- ~ ~ ~ ~ ~ [ plumbing and ductwork that may be concealed in wails or ceilings being revised, 6. Ail floors chsh be nailed as per nailing schedule. ¢~----.~ ............... ~====~ · -a. ~ - Partitions: i 6. All existing duc[work, electrical equipment, etc. in areas to be ~~ ~_-_----~-'-'-----~u~.u ~ ~ u~ =~.~L_~'~ ! .~.... ~ ~ ZONE 1 DP 50 demolished shall be protected and relocated as required c~ o EXCAVATION AND BACKFILL 1. General: ' ' according to field conditions.~'"'Remave Exist[ag ~-~eve Ex[sfi~g ~ ~: e~ ZONE 2 DP 35 NO. Date Description Contractor she, ,oea[h stake out al, exisReg underground ut, ti, pdor a- Provide soBd b,oc.eg at h,t. the jo,st and firsb Front Elevation Concrete Stair Ce. crete Rtstr intedor parallel joist. 7. Provide dust-tight partitions bet[ween areas where demolition ~:: ZONE ~ DP 35 to °ny excavation. The uRlities shown en [he plans are an spproxshote Ilng& Railings ~ Project: Iocct[on coty. b. Spflces of the top and bottom porti~ of double top plates work is being performed and areus which (]re finished or in use. ~Deconstruction Draw . minimum depths required achieving dean undisturbed virgin soft with stable c. Splices shall occur only directly over studs. mo,stare ontent and non-,b,ffing and non-shdnineg so,, characterinties, d. bop top p, t. at and inter. fions. , Portico & Terrace The Contractor shall be responsible for notification of poor soil char~c[hdsRcs ABBREVIATIONS LEGEND BUILDING CODE DATA: th the Architect and shall not proceed with the work until receiving instructions 2. Rearing Walls supporting one door or mc~e: ~ Addition from the Architect. a. Port,Rons m.st be consl cted of m'oimum . d stud spa ed BUILDING INFORMATION DP 3, The Architect has prepared [he drawing and opeciBcaDans with on assumed 16" a.c. of t~pe lumber specified.. ,~ ' ACT ACC)USTICALTILE L'C* UNENCL(3~ET c~ ~ ZONE 2 DP 55 For ,bearing capacity of 2 tons per sq. fL and an assumed soil characteristic of b. If a double top plate of less than 2-2 x 6 s or 2-2 x 4's is AL ALUMINUM MAx MA~JMUM ALT ALTERNAIE MIN M,"~UM MATERIALS Chnoter 5 fUse & Occupancy CkBssiBcst]on~ sand or gravel, with minimum traces of dry clay. used, floor jo[BLS shell be centered directly o~.r and below beorbg ^FF ONR¥O"EN'" ZONE DPss~ ,g [~~-rans,:-.ura-.on ¢. Ail excavations for concrete piers and f~tieg shell be o minimum of 3 ff. well studs with a tolerance of no mc~e th~n 1' unless substantiated ASF ~O~SUSF~CO. M,a M^~,~E ~ ~ EARTH OCCUPANCY - Assembly (Group A-3) below finished grade unless noted otherwise on the plans, engineering colculctions. AsANTHoNyALUMINUMSADDLEpowER BEAM MT[.M'S' METALMARBLE SADDLF BRICK VENEER ~ Zone Diagrams: c. Rearing stud welts must be sheathed st[h a minimum 1/2' gyp. ed. ~cPie' BRICKCOURSE(S) N/A NOTAPPLICABLE Chanter 5 fBeneral Ruildina Helahts & Areas1 Bo, No, ,OM,N L OW BU, thO ,PER OOR(SECF. BD ):fi.000sg. n. of Christ 6. No Rackfill sboll be permitted against concrete or masonry foundation walls Comer Brae[no: BLDG BUILDING NR NOTREQUIRED ~ EX1511NG BUILDING AREA PER FLOOR = 4357 sq. fL without floor framing ~r proper bracing as required to prevent damage to walls. 1. Unless otherwise noted, brace extedor corners of building with 4 x 8 CBB CEMENTBACKER~OARD NTS NOTTOaCALF No Rockfill shell be permitted within a minimum of two we., aner pouring. Greek Orthodox The Contractor shall be responsible for any damage to concrete or masony ~wll. PlyWood sheet of thickness to mctch thst of shecthlng. CLG OBUNG ODD. OOOUPANTIS) ALLOWARL[ BUILDING RBCHf (SECT. 503) = 1 Story O R,A"OE, e. OVE.. G Church CONCRETE 2. Overlap plates at all earners. COL cobu.. P^m. p^mmo. ROUGH WOOD RIGID INSULATION EXISTING BUILDING HEIGHT = One story CONC CONCRETE P,C, PANTRY CLOSET i ~ 1. Concrete to be plain, reinforced, minflloum ,,0BO p.s.b, 2B day test, predicted 1. All nailing shall comply with nailing schedules in W~CM, iBC, BRCA o.u CONC.ETE MASONnY UNIT PT POIIfl ~ ~~loI e'~~/~~ ~Ot~e~i ~I~ on the above soil assomption. If other soils °re are encountered, lower bearing and CAmO (as oppllcshle), latest edition and all state and local aT CERAMIC~ILE PT-EeC pAINT, EGeSHELLSNEB4 CONCRETE FINISH WOOD Chester B fTvoes of Construction~ cs COFIRmOR SUP,LY pT-FL PAINT, FLA~'S~EEN I or 1950 Breakwater Road values ore to be assumed and the foundation must be rodeo[gRad, building codes, or moufacturer's recernm,ndoBons, oA.~°~ O~"L~E.~"'"""'O'~T p.T"~ pO"~.P"NT' S,.,-.LO~..~" ~ PLYWOOD [" '~'~;-.. :. ~'.::;".~-. ~'..'''],, GYPSUM BOARD T*,LE ,01 M,,IBU, nRE RrS.S~*NCE REeU,Ra~EmS OF smucm~ ~E~E~S. .~; ~ '~ r~ zP§~.i,r"eter ~ .~ Mattituck, New York STEEL NOTES Alianmeet: c~o OARBONMONOXIDEDE~CTOR QT eUARRYTILE -TCPE 5B CONS~RUCTION 1. All Steel shall h~ve a minimum FO of 24,000 p.sJ. 1. All raft°rs and joists framing from sppedte sides shall lap at least mu DIMENSION REa. REQUIRED ST~UC~RJRAL EESMBIf RRE RESISTANCE REk~RKS Town of SouthoId 2. All Steel shall conform to the Ictes[ A.S.T.M. specifications for six (3) inches and be nailed together with min. (3) 10d face nails. D~DR DETAiLBOOR RMREV ROOM"EV'S'eNm)'REV'SE" ~N HOURS Minimum Uniformly Distributed Live Loads: Table 1607.1 Suffolk County DN DOlt~ RCN.~.S, RESlDEkmALCODEOFNEWyORKSTATE EXTERIOR BEARINg W/~LS D USE LIVE LOAD DEAD LOAD S.C.T.M. Ne.:1000- 106-09-6.1 3. All work shall c~forrn to the latest A.I.S.C. specifications. ~ EACH R,R, ROOFRAFTER FRAMING FIREBLOCKING / DRAFTSTOPPING EQEL EQuALELEVATION R~ REMOVE&REpL&CE INTERIOR BEAthNB WALLS 0 O~ces 50 psi 10 psi Zone Disthct: R 80 1. Minimum header size to bo (2) 2x6 unless noted cthe~vise. 1' Install Rrshlouking required os per section §B2~8 ood Draffstopping EX EX~ST~NG ~.__~.~ NON BEARING WALLS 0 Decks 50 psi 10 psi 2. All stmcthrol framing lumber shall have minimum extreme fiber EF EXHAUSTF.~.N SF, SQUAREFEar bending stress (ES) of 850 pounds per square inch (P.5.1.). 2. Fire stopping shall be provided to cut off oll concealed draR open[nils I I EXISTING WALL SECTION M.M. glued and na~ed to joists. Instal[ as pa* Mfg. speoiRoctions. 1. Providing metal flashing where framing lumber is in contact with Fr FOOT(Ft:EI) SD SMOKEDETECTORI~ '~ ROOF CONS~UCTION 0 Sleeping Rooms 40 psi 10 psi 5. All wood frame o~)enlegs in floors, re?s, celliegs shall have a soil or concrete. Provide hidden (blind) metal flashing where tops c.A C-C~GE, eAUeE TEL ~ELEnHONE DOOR minimum double trimmer and header frumlng unless noted of roofs intersect vertical wall surfaoe~ Provide metal step c.A~v eALV^N,Z,m ~ TH,C~INESS)~ REVISION CLOUD Stairs 40 psi lO psi otherwise on plan. flashing around o1~ chimneys, sk~lighth and where sides of roof sR GROUND ,¢AULT INTERRUPT T'O*S' TOPOFSLA~ Guardrails and Handrails 200 psi lO psi v GL GLASS TP, TOILETpApER E~ ~ WINDOW C_habter tl fN:cessibilitvt - ICC/AnSI Al17.1 Shes[Title: intersect ~rtical wail BUr[ace& All metal flash[ag shall extend up GW~ GyFSUMWALLBOARD ~F TEXTUREDPAINTF]NISH 6. All wood frame wall openings shall hove minimum double stud posts vertically a minimum of 4' from the reef unless noted otherwise. (~¥P. BD. GY~SUMaOAnD TS.P TEXTUREDSpRAYPAINT STRUCTURAL BEAM Sect. 1103.2.2 (Existing Buildingls) - ExlsUeg buildings shall comply w/ the ROOFS: 12 psi for Attic at each end 2. Flosb, caulk and seal all junctions of new ~]ed existing roots, 'GP.c GeO.G.-.^C,.CNOL.OW CaR. ~xF'X TO,L.TO'L~T~X"~US'.AUST F. ~ t.o~,,,t WINDOW / EXT. DOOR NMBR. // 'Exisfieq Building Code of N.Y.S.' Live = Ground Snow Load Adjustme.ta 31.5 psi BIdg [:)ept Data 7. All bueglnB wood joists and rafters shall be supported with steel ~olls and penetrations, to form a watertigbt assembly. NOW HARDWARE TV TE~e~,S~O~ U..U t~ (see schedule) ~/ 5OISTS / RAFTERS · · joist hangers. N~ HOLLOW ~4ETAL ~p rcmcAL .u~mr~ as per Table R301.5 15 psi for Oath. 8. When joist hangers & f(isteners (zre in contact w/u.c.q, lumber. VENTILATION NP HleH POINT U-ON" UNLESSOTHERWISENOTED NR HOURIS) VS V,.~SE INTERIOR DOOR NUMBER /~ REVISION NUMBER ALLOWABLE DEFLECTION: Table 1604,3 'Demolition use stoiAiess steel joist hangers & thsteners onfy 1. Enclosed attic truss opoces and enclosed reef rat[em shell im~ cross ~T HEIGHT VCJ VERTICALOONTROLJOINT~_ t~°-~r~t (BeeBc edu e) Notes 9. All roof and wall sheathing shall be 1/2' CDX plywood, ventilation for separate space with screened ~ntaaRng openings protected HD HEAO VCT V,~LCO.PeSmO.,LCO.~L~ .u~L~ Structural Member Allowable Deflection HV^O N~N~W"~L~N~ WF VE,,F~.F,E~ --~ '~ ~ SMOKE DETECTOR 10. Ail wood floor ~sts, and flat roof rafters op0nning 10'-0' or gre~te~ against the entrance of moisture end rein in ~ccordence with the ~C~I, AIR CONDITIONING VWC VINyLWALI COVERING shall be provided w/ l"x:~" cross bddging at mid-span ar at no RCNYS, BOCA and CAB0 code, latest (as applicable) edition and all state ,NT'N ,~rr~R,O.'"CH I~S) woWC WooDW^TE" DL~S~T J [1.11 t.~-,, · ROOM NUMBER 1 2 ~ he~z°~t~ Roof Members having slopes greater than 3/12 greater than 6'-0" intervel~ and lace[ cedes end erdlnences. See de[h~s en architecthrol plans for ~NVaT ~O,,T'"VEm zRWR ZON~.~W^TE~ RES,ST*,TnEs~_tmaN L~U,.~m~., ~""" (see schedule} '~5~_,,,u~ ROOF PITCH Supporting plaster ceiling L/360a 11. Provide Double all Floor Joists under All Parallel Walls Above. Iocotinns and details. K~T KrrCHEN Supporting ~on-plaster ceiling L/240e Date: Job No.. ~*v L~V^TO,¥ ~ WALL TYPE ........ ABOVE / BELOW / HIDDEN 12. Install 5[hel Strapping at Ali Framing Members. (se~ details) DECK/PORCH RAILINGS LVL LAMINATEDVENEERLUM~JER Not supper[lng ceiling L/180e March 27, 2008 06-63 13. All top plates in wood frame walls shall be doubled and overlap Sect. 1012 Gu~Bods ~ ELEVATION MARKER CENTERLINE Floor Membem L/SBa Sca]e: FileName: with intersecting wells if possible, install Railing tbs per this section [~ ~ 14. Laminated Veneer Lumber to have ~ min. of 2,850 (Fo) be~ding .~ a.,.~ ,um~r Exterior Walls & Interior Partitions As Noted 0663-Constm A stress and o min. of 1.9x10s (E) modolus of Elasticity. [] DRAWING REFERENCE(~~ ~_ INTERIOR ELEVATION with britRe finishes L/240u Q~a.~[~.g N~.: 15. Lumber to be doug fir #2 or better. (m[~. 1'o=900, e = 1.5x10 ) (see reference notes, same sbt.) ,~..~ ..mb~ nigher stress lumber such os s.y. pine, ecl may be substituted for with flexible finishes L/120 o doug fir. No opt lumber may be used except for alii. plates and studs. Note : L=Sp(~n Length, H=Spon Height 16. All shims under cellar girders to be steel only. a. ~l~e Wind Load shaft be permibted ho be token os 0.7 flimes the ~~1~ Aiterlne Structural Members: Component ~nd Cladding la.ds for the purpose of the determining 1. No structural member shall be omit[ed, notched, cut, blocked out deflection Dm[ts herein. or relocated without prior approval by the Architect. Do not alter sizes of members noted without approval of the Architect. LEGEND'-2' Tilick Bluestone Pavers M ICHAE L ......... · Concretes,. MACR /~ /~ /~ ~/ /~ Exist'g FoundoUon Wall (see plan)~itoh....u** ! NA ~ ~ On Footing ........... i L /~ultured Stone. Veneer I P --- _ , j ~ ~ Rebar O12"oc ~ I ~ ~ j I ' J [ Ir I J ;~ Hole A Set ./ Epoxy "~or T j j j j j j ,' . = fax (631) 686-6786 " " ' ' ' ' ' ~ Connection Detail ' , ~ ................................. -, , , ' ' ' ' ' Foundation W~II Detail ~ ~ ~ ~ ~ ~ j j L .......... 2 I ~ ~ 2" ~ick Bluestone Pavers- '"' ' C ~ ' ' ' ' J , ~ , J ', ~ ............. ~ J 8'-0" ~, I J ~ ] m m . J Cultured Stone Risers -'- Align New FooBng[~ ' " ~ - ~ " " ,' mJ l - ~ Extend Slab Seat to Ramp w/ ~ist'g Foofin ~ ~ Pmn New Wall to exmstg, [~ r m J ~ mm / ~ ~(see detail 5, same sht. /m' Pin to existing wall w/ I ~ ~ , ~ [ J ~ -- ~ Walkway ~ ~ ~ ,, · Breakwater Road - i . ~ i I -'~ (see detoil 5, sarle ~L ,~, ~ ~,~ , , . , , J "~ L '" '"' ~ ' ' ] ~ w/ Exist'g Footing (~e detail 5, same sbt.) [ Pin New Wall [o exls[ g, t~. % ~ I J ,. I ' I . j ~J No. Date Description i ~ Cheek Wall ~ ~ . ~ ~ 20" bluestone cap Project: JJ ' JJ ~' -' Proposed ''~ ~~= ~ ' ' ' ~ '~ " Po~ioo & Terraoe ' ';' .... J of Christ I ' Greek O hodox ~ Utilities Prior toI ~ Ma~ituck, New York ~ of Terrace Stair, Po.ica, J, ~ 1'-0" T~Tr"~ F~ln,~ all~ wi~ Town of Southold , · o~u,,~ ~,r..,. *or~ ~ ~ Bench Wall Detail.~,.~ ~.~ ..,k Suffolk County J I ~j - ~ C.M.U. (see floor plan) , i ~ To of roou. ~ ne~ _ ~._.~ ~ ' ~ """ FOUl Plan Foundation Wall ~ ~ - < ~ ~ ~5 Rebar ~ 16%c I ~ / ~ ~; ~ Date: Job No.: Line Indicates Existing ~ / (2) ~4 Rebar ~ ; ~ -, ~ ~, ~ ScOa: File Name' 6'-0' ; 6'-0' ~ j _ AS Noted 0663-Con~rn A Typical Interior 2 Foundation Hun NAILING SCHEDULE: ToUo 3.1 J :i::: ~ MICHAEL ::~ ' ARCHITECT ~ ~ J J Shee[hing ~,ling do[.t to T~ Plate (to~.~) (~ ~ .... p~ dolor m m m ' / /Horlzontol Tess Reinforcement C,)A I A ~lling Jom~ to .~raml~ .afl~ (~ace-noO (e) 16d ...... Ea~ L~ : I~ : ~ I ~ ~ ~ '6 . ~ at e~ two courses ~ler ne to Re~er (~noa) (3) ad ~men Eo~ ~d ~ mm m m ~ltured Stone Veneer =~g *m RO,,~ (toe-ned) (2) 8d ~m. Each ~d I I1 '1 I1 mm a.~, m R:~ [.d-..,) WALL F--INGC2) 1. ~ Each ~d ,ii",, ,"'J / O~ Reb~r16.oc --Cultured Trim Stone~1~~ 1~':].', ~d Jolat. ~ Bl~g (foc~noa) ~ ~ - 1" = 1'-0" 409 Lake Ave., Sure C FLOORF~M~Ne ~AT L~ ~ e SL James, U.Y. ~7~o B~d ~mt ~ S~ ~ t~ ~ate (t~na~) (2) 1~ P~ F~[ : ~ at e~ry two courses ~ . . / ' ' .... Raise Existing ~[~ than 1' 1Od .... S' ~ae / S' ~ ~ ~ ~ ~ /Church Finish ~oor ~'/existing she~thlng ' ~ ~ Curb Cut~ 1" : 1'--0" -~ ~ / X . -- ~* Breakwater Road ~ 14 f~t, ~e pie f~ addlU~ ~ifica~ I~ ap~caa& :L [ ~ ~e i ~ I ~ J ~Exisfin9 ~ndoe . ~ X ~ ~ . Existing ~ndow / [ . - -~ ~ ~ 1=% -~ 26.L8- 8~i~2 ~. ~ ~ ..... ,. , 'o r6"xB" Cultured Tr'm Stone ~ / ~ ~' Bond Bm w/ Bond Beem w/ (2),5 rebor Bond Bm w// ' % ] ~ (s~ de[oils, same sheeD .1 Proposed ~ ~ r ~T~ [], , , , , Police & Terrace , ~ I For I ,_, , ' Transfiguration I ~ : ~ , ~ 1/4" = 1'-0" m Ridge Vent ' - ' ' ' ' Greek O hodox ~ as required -- Typical ROOfing 6'-0" 6'-0" Ar~itectural Asphalt Eoof Shingles / ~m ~12'-0" ~ 6 fast,ers per shingle. / 1950 Brea~ater Road ~.~-" .~ . o (Mfg. & Color to match existing) ~ ~ 14'-0' m I over 50~ Felt Paper ~ MaEituck, New York "~ '. (te~ace) / / R~W Tree x; / ~ ~, New T~ ~ to bA sei~&d ~ tb;-~ s cted ~1 ~ ~'+' B~nch to be m Bench to be ~~ ,.~. s ectedm~ selected I [ = Chec~d By. .... : ; .... '. :. ~ ~ ~/ 1/4" = 1'-0" 1/4" = 1'-0" Floor Plan , : - · Te~ace Stair ~ m : (see detail, sht A 2) ~ / Planting B~d ' . - Plantin9 Existing J i ~Existing Cu~J H ~'~ /k Floor Plan (~OAT J~vt ~-Xl~-rNq' L~y EX~TN~ m ~ ] ~ Existim m J m Ex,sUng Me[o, Railing .... Rase Exist ng ~ existing' ;~athin~ ~ e 0o~ j /Align New Pa~rs ./~ i .Align C...U. w/ , Existing ~ ~ I /Church Finish Roar ~ ' / existing sheathing ' ~ ~ Curb Cut  I .I~E n J ~Pltch Pa~rs ] '[~ x ~0 m 1/4 per foot / m ~ '~//r ''~ Bond Bm. ~ Bondseomm./(2)~s rebar Bond Bm. w/J ~ ' "'~ . (police) ~ -8" ~ick C.M.U. WoI, (Plant.) ~ ~ (s~ details, same shee0 ~1 flbW Tree X¢ / ~ ~., ~ : ; to b~ sei~d ~ tb:.~. (ted , (see detail, sht A 2) MICHAEL Copper Cross MACR i NA ARCHITECT Custom Copper Oome -, ~~.. '. 409 ~ke Ave., Suite C ' ~ James, N.Y. 11780 im ~ .~ - - ~- U~ ,1 ~1 ~~lUIg~g J J~ ~lUl J- Baluster (~1292-28)~ 5"oc ~U~uuJ~U~J~U~ ~1 II - I~ J~U~~UlIIIIIIIIIIIR~LI I I~.~.~ Breakwater Road ~ ~ Railings & Posts are to Left Eleva Front Elevation East re ~o s~,~t~o ~ ~ ~ ~ 1/~": 1'-0" ~PICAL Project: ~lUPSpU SmONG-~E CORNERS ~ Center Cap on--, Proposed CS20 Coil S~rap ~PICAL 4'-0' Fini~ Wall Cultured Stone Flagstone Cap over every rafter SPACING : o.c. m~x 6" min. ~ ,=.. m~,. I ~o~ ~.~.~ ~ Po~ico & Terrace ~;~ -~'-,_~ , , '~" ~ ~ ~ Veneer ,~ ~ ~ ~1/2' COX Ply. Sheothing Transfiguration Roof Roe. P~N ~ ~-~<, ~Cobra Fascia Vent Rafter to Rafter ENO +/ lJ~, n r I ~ ~ s Connection DetailDOUBLE TOP PLA~ --q ~Typical · Church Not ~o S~,. . ~. ~~~ / Po~ico Front Wall Detad . ~ ~~c~ ' :~~- I OSO Bma~ater Boad BOLTS (t~.) ~~ ~ [~ , ......... ~ - MaEituck, New York (4) 8d Nails-- / /~ CONCRE~ e E ~LOCK , · ~ Town of Southold "~ ~--~ Ty )ical Po~ co. m ~;~,~e~p~r~gStone Suffolk Coun~ . equired for arch Rafter to Plate Connoction Dotail ~ ~ t ~ m - m I 1 ~ ~urch R,. Ri ~ Sheet Title: [ / Not to Scale ~vvv 6'x8' Cultured Trim Stone ffl[ -- ~ Around ~ndow 0pemng Flay -~.'.._ 'si ,~on' ,Z5* S~, ~ ,~ -- , .. - . , ~, ~ ~ . - --.----; one I ST~PPING INSTRUCTIONS I --Rafter to Rafter over Ridge Police -- .: ~ ~ S~le: File Na~e: -,.,,.r ,o ,,.,. · ~ Side Wall Header Dtl. ~_ ~ I [ I',~ , Drawing No.: -- Compacted Clean Sand, ~ [ Section1/4. = 1'-0" ~ru Portico ~ov.l. er C~shed Stone i , ' I GENERAL CONDITIONS FRAMING (continued) I BUILDING DEPTARTMENT DATA: 1. AIl work shall conform to the 2007 Buildlng Code of New york State, Bolts ,n Wood Framlna: Classification / Floor Area: MICHAEL local Building & Zanlng Codes. and the New York State Energy 1. AIl bolts in wood framing shall be standard machine bolts with J MACRINA Conservation Construction Code All Codes shall supercede the standard malleable iron washers ar steel plate washers.] Structure ExJst'g Proposed Total drawings and shell be incorporated into the drawings, whether m they are indicated on the plans or not. 2. Steel plate washer slzes sha[l be as fo, iowa: ----- ~, = 128 Gq.ft. 224 Gq.fL 224 Gq.ft. ARCHITECT a. 1/2" and 5/fi" Diam. bolts - 2-1/4" Gq. x 5/16" c eo Portico to be removed 2. Contractor shall check and verify all dimensions, notes and conditions b. 3/4" Dia. baits-2-5/§" sq. x 5/16". =~ m~u% .. ~ ~ Terrace 330 Gq.ft. 350 Gq.ft. at the site before any construction work is started. ~e Contractor 3. Each bol~ hole in wood shall be drilled 1/16" Ior~er than ~~ ~ drawings and/or field conditions before starting the work, ~e discovery diameter of bolt. of discrepancies after beginning the work shall be the full responsibility ~. For sill anchors, see t~ical details on ~rch[tectur~l drawings. ~OAT ~ of the Contractor to correct. Lqg Belts. J& 3. Contractor shall locate · stake out ail existing underground utilities prior 1 Shall be of s[ructurel grade steel, location only. on wood. Length of la~ bolts shall be minimum 2/3 depth of ~ ~ ~ Existing ~. Contractor to be respoflsible for a~anging all necessary permits and members being boiled tape.er. --- ~ ~ ~ /~ ~ , .......... ~ . . Bugdin~ inspecBans, including Certificate 0f Occupancy (C.0.). Built-up Beams' ~ ~ Existing ~ 1, Built-up beams or jo~sts formed by ~ multiple of 2 x members ~L -- ~ Brick ~n, er at Fo~r scale details shell have precedence aver smaller scale details/drawings. ~PA~ ' ~~.L_/Rem°ve Existing ~ New Portico-- Drawings are not to be scaled, fl. Members 12" and less in depth: glue and intemail Entrance Doors ' ' ~ ' ' ' ' New Terrace 6. Any deviation from the Architect's drawings must be submitted to the b. Members greater than 9-1/4~ in depth or multiple ~Down Replacement. I ~ J J [ ~j ~ Existing Concrete Stair Architect in wriBng for approval. 3x members through bolt with ~/2" diameter machine bolts ~ ~ ' [ ~ ~ ~ & Railing To Be Replaced DESIGN: 409 Lake Ave., Suite C 7. Contractor shall be responsible for adequately bracing and protecting ~11 at 24" o.c. staggered, I -~--~-~- .......... ' ~-~-~-~ St. James, N.Y. 11780 work during const~ction egains[ damage, breakage, collapse, distortion CutBno of Beams. Joist end Rafters: ~ / Remove All Exstng ~ . /,,, J"~ % Plans have been end misollgnment according to applicable codes, standards and good practice. 1. Cutbng o~ wood beams, joists and rafters shall be limited to cuts ~ / Brick Veneer at fo~r ~ / ::; designed In - Building Code of New York State phone (631)686-6585 , < ~,~ m Remove Existing accordance with: - A.N.S.h 117.1 2003 8. All work shall be performed in o first class manner with ~11 new materials, end bored holes not deeper than 1/6 the depth of the member ~ ~ ~ Remove Existing Remove Existing Portico J]l · ~<~ · II~ f~ (631) 686-6786 Contractor shall provide all equipment, labor and materials necessary for and shall not be located in the middle of 1/3 of the span. ~ Concrete Slab / ~ ~ . ~ Concrete Slab email MMacrina~optonline.net the proper execution and Bmely compleBon of the work. Contr. ctor shall No[ch depth of the ends at the member shall not exceed 1/4 the / ~ Roof Structure Completely,,,~J~J . .~,,,,~J~ Climatic & Geographic Design Criteria: be responsible for all materials and equipment stored at the site. depth of the member Holes bored or out into joist sha~ not be ~ ¢~L JL .............. ,,L ~-~ Remove Existing Columns Wind Exposure Categor~ B aaa a~ the exe]~i~ pm~y of the 9. All contractors and [heir subcontractors shall co~y insurance that will protect closer than 2 inches [o the Bp or bottom of the joists and the I ',m . , the Owner and Architect from claims ~om damages for personal injuries, diameter of the hole shall not exceed 1/5 the depth of the joist, m~L ~L JL nail.al thickness shell not be no[~ed, ,xcept at ends of members Foundationfirst Ploor ~ ~ ~j ~ . ~ Wind Speed: 120 mph 3 sec. gust - = ¢-o" and equipment prior to purchasing. All equipment and materials are to be joist depth does not exceed twelve in.es nominal. GENE L DEMOLITION NOTES without his consent. Drawings shall not be used for issuing ora build,nD 2. ~e Con,factor shall at ail times provide pro,ecBon against weather ~ ~ ~ ~ ~~.'~/"';~'.~ment,~ MIN. DESIGN PRESSURE REQUIRED: during const~cUon a~ains[ damage, breakage, collapse, distorBon and joists and trusses and parallel to the studs. 4. Any end .It conditions not sh~own hereon and uncovered in the ~ ~ ..* , demolished shall be protected and relocated as required ~ ~ ~ 1. Contractor shall locate ~ stake out oll existing underground utiliBes priora inter,or parallel joist. 7. ,~o~,~,.,,,Bo.. ,.,.onw~e~. ,.mo,,Bo. Front ElevationOo..r.~. - IocaUon only. b. Spfices of the top and bottom podion of double top plates wo~ ,~ ~.,.,,.r,o ed on, .r. or Deconstruotion Drawing > Project: minimum depffis required achieving clean undistu~ed virgin soil with stable c. Splices shall occur only directly over studs. ~ = . Proposed · e Contractor shal/ be responsible for noUficaUon of poor soil ch~rocterisB~ ABBREVIATIONS LEGEND BUILDING CODE DATA: ~ Portico & Terrace ·om the Architect. a. Partitions muG[ be cons[ructed of mi, imum 2x ' si. ds spaced ~ ZO,~, "*" Addition ;. ~e Architect has prepared the drawing ~nd specificeBon, with an ds*meal 16" o.c. of ,~e lumber specified. BUILDING INFORMATION ~. A,I exca.t,ons for concrete piers .nd footing shall be , minimum of,ft. .all studs with o taler,nco of no m.e [hen 1' unless *bstonUoted ASF A.OWSUBFLOOR .Rd 'AR'~ ~~ 0CCUPANC,- .sembly *-"- .,u., Transfin uration 5. NlbackflllshaJlbecJeangranulerfilh f, stened dccording[odr.,llmanufacturerrecommendaUoa. BD BOARD NIC NOTINCO~.~ ~ CONCRETE MASONRY UNIT ~ ]NSULATfONoHERMAL)~~~'~ ,~, of Christ Greek Orthodox CONCRETE 2. Overlap plates at all corners. COL COLUMN pA~RT. .*.TMON ~ ROUGH WOOD ~ RIGID INSULATION EXI~N8 BUILDINg HEIG~ = One Gable Inter[or 1950Breakwat e~ v,lues are [o be assumed and the found. Ban must be redesigned, buitding codes, or moufecturer s recomm~d,t'ons, oJ CEIL,,e JO,ST ~'-Se PA,,T. SEM,-eL~S SHEEN ~ ~. ~ We' one CANT CANTIL~ER p~ ,oc~ PL~OOD r ,%:.i'~ :.: GYPSUM BOARD T~LE 601 MINIMUM FIRE RESISTANCE REQUIREMENTS OF STRUCTU~L EEMENTS. Edge ~ ~ ~ Perimeter ~~ Mattituck, New .,. Town of Southo F~MING FIREBLOCKING / DRAFTSTOPPING ~. ~v*~oN ./. 3. AIl e~erior lumber and/or lumber in contact w,th masonry/concrete of 1" nomlnal lumber with broken lop ~ints or other approved materiah FDFC FLOR DRAIN FiRE CODE B~SQ STAINLESS mE~S~U~R~ ~ NEW PARTITION ~ data Checked By 4. Ali wood subfloors shall be 5/4" T~G 'AdvanTech' Subfleor te he F~SHJNG & CAULKING NOTES Fp~ Fb" FLOOn('Ne) F~E pROOF SELF CLOSrN6 STL STP STA~U~RD STEEL~ ~ ~__ ~ ~m ~ ~[~ dr.. DETAIL ROOMS other than sleep,nD rooms 40psi tOpsf M'A'M' 6. AIl wood framewaJl openings shall have minimum d~ble stud posts ve~icallya minimum of 4" ~om the roofu~less noted otherwise. GYP BP GYPSUMBOARD T.~.P-T~UREDBPRAYPA~~ STRUCTURAL BEAM ROOFS: B,dg-- ~ept Data 8. ~en ~[st hangers · fasteners are in contact w/ a.c.q, lumber, VENTI~TION H. Demolition HR HOUR(S) V~ WN~S~S~ iNTERIOR DOOR NUMBER ~ REVISION NUMBER ALLOWABLE DEFLECTION: Table 1604.3 HVAO HEA~N~EBI~TIN~ VIF VERI~INRELB "o~ ~""' ~ SMOKE DETECTOR Structural Member Allowable Deflection . 10. All wood floor joists, and fiat roof rafters spanning 10'-0" or greater ~ga[~st the entrance at ~o[sture ~nd m~n i, accordance with the ~CM, AIRCONDITtON~N~ VWO VINYLW~LLCOVER'N~ shall be pro~ded .... w/ 1"x3" cross bridgin9 at mid-span or ~t no RCN~. BOCA and CAB0 code, latest (as applic0ble) edition and all state INTIN INTERJORINCH(ES) w~WC WooDWATERCLOS~ J~gJl 1 id.tit'a-digit~"~ ROOM NUMBER 12, ~t.. ROOF PITCH Roof Members having slopes greater than 3/12 ~ ~C J 8 greater tha~ 6-0 ~nLe~a[s. and local cedes end ordinances. See details on ~r~dectural plans ~or ~NV INVERT WR WATERRESISTA~ ~..~ (see schedule) ~5~.~ SuppoSing plaster ceiling L/360a 11. Pro,de Double all Floor Joists u~der All Parallel Walls Above. ~ocafions and details. KITJf KITCHENJOINT ZR ZONINGRESOLUTION / ~ le~ ~v ~V~TO.V ~ WALL ~PE ........ ABOVE / BELOW / HIDDEN SuppoSing non-plaster ceiling L/2~Oa Date: Install Railing as per ~is secUon ELEVATION MARKER~ CENTERLINE Floor Membe~ L/360 S~le: File Name: 14. Laminated Veneer Lum~er to have a m,n. of 2,850 (~)b~ding . ~ ~.1.~ ..~ E~erior Wails & integer Pad~Jons As Noted 0663-Co~stm A stress ~nd a min. o~ 1.9x10s (E) m~dulus of Elasticity. ~ DRAWING REFERENCE~ INTERIOR ELEVATION with bri~te finishes L/2~Oa LEGEND'2" ~ick Bl.estone Pavers M ICHAE !. -Concrete S,oh MACRINA ~ J On Footing ," ·" ......... ARCHITECT ' ' New FoundoUon Wall - ' or -7-~ S , ~ .......... ~ , ' " ~ . .~1.~ I I ~ ~ ~ I ' ~ ~ 'Finished Grade or J I I I I I Concrete [o be ~ ~ ...... i i i ~ i ij (see plan for width) ~ [ ~ I . j ] I --- ] ~e~ Fo~,doUo~ Wall to me ~[s[ing ~ . ~ SL James. N.Y. 11780 I I ' , J J + ) Fou~daUon Wall ~re as Follows: 7T I I I I I I any Soil adjacmt to the ne~ ~ fax (631) 686-6786 ......... ~ ~ ,, ' ' ' ~Connection Detail Foundation Wall Detail ~ not to scale ~~isting . 1" = 1'-0" , I ' ~ ~ I [ I L ............. J , I I 2" ~ick Bluestone Pavers- ' ' ' ' C ~ ' ' ' ' ' Risers to be selected r ~ m II ~ .~ J m I I ~ Top or Portico Well ~ :o ' ' I 2 P J ,. t 1" 1'-0" I (see ddail 5. same slht.) ~ J I ~--Existing Concrete J ~ (see dtJ 5, I m 22" bluestone cop , J I Cheek Wall i same shL) J '. i togeth~ O '8'oc over "thick b,se , ~ , : ' ''- ,0"' Por &rrace ==,i Transfiguration l' ~ ' i Plan Detail ~wow~o~ ~-. ~-: ~_ 28-~ ' Locate ~ Stake Out All i , ', n.w ~ 1950 Breakwater Road , Exist'g Utilities Prior to~ ~ ( Mattituck, New York ~ j~ ~= rr.n.h Fa.tin, Town of Southold of Terrace Stair, PorDco, Tcp ~ "lira .l~h Suffolk County & Church Entrance Dear 1'--0" ~ J Bench Wall Detail ~~ ~ Details ' 3,000 psi min. : J ' .., - .: . (; of Opening .... . . . ~~. ' Poured Concrete~' Line Indicates Existing Curb / ' . o 6'-0" *_ 6'-0" , ~~~ ~. - Alig,B°t' of Ftg./exist'g As Noted 0663-Constrn A +/-20'-6" ~ 12'-0" +/~9'-5" Compacted 4" 6 ...... Drawing No.: (Hold) Clean Fill ~ ~ -- ~ ~ Foundation Plan . Typical Po~ico ~/4" r-o" Z Foundation Wall Detail j km = 1" = 1'-0" NAILING SCHEDULE: T~b[e 31 "01~ This 'chedule d°~ n°[ Include n"lllng f~¢ metal framln" str"P' MICHAEL ( ..... tl~"r'~appln"endrequir~en~a'ec[l°~rr°u"h /Ag,. MACR INA Jell Des~pflOnROOF&CEiLiNG F~M,NGI No. ~Nails ~ N.E, ~p.~,~, J Ir ' ' , , ' ' exisUhg well ----Existing Pl.ood ARCHITECT ,, ',~ Celling '.let to Per.lei R.fter (f.c~n.,l) (6) 1~. ...... E.ch L.p , J J , I / ~ ~ at every two courses WALL F~MING mm [ Jm mm ~ 16"oc . . _ --Cultured Trim Stone FLOOR F~MINGCAT ~' 409 Lake Ave., Suite C erldghg to aof~ (t~-nell) (2) Sd mmm~ Ea~ End ~ F" V~ ' ' phone (631) 686-6585 0 J I~ Wrap Stucco fax (631)686-6786 ! '~' ~ ~ , I~ ~¢ R~ber WALL SH~THING '~ ~O~ ----- G'aum 'lib°etd ~c°°'e' 7'Edge/lO'R~d % m" , , ~1 > ~ ¢ Around Arch ~ ~ T~~ 26'-8' . '¢ -6 '8 Cultured Trim Stone " I J % ' ~j . Trim asrequired for arch ~ ~ 42' tall '~ ~ 42" T ~ . . ~ ~ ~ ' Around Each Openi,g 1~16/08 ReducemerraceFoo~rint ' ~.x ~V tall _ ~ I (42xSacqHdc~ ~,~  ~ ,~E Pitch Pavers ~ __ (see details, same sheet) :'-- '. -- -- ~ ~ -- '.: · I ~--s,u~o Proposed ~1 N '="' Portico & Terrace ~ ~ : ~ , , , , , , , ~ ' ~ ~ ~ ~ ~ ~ ' ~ Additi ~ , c E~V ~ ' .................................................................... on "i 0 ~ (t~.0 ~ ~ Po~ico Front Elevation I i I I ~ ~ Blues(one Paver~ j J I J ~ ,j ~ J --~ J J 'Ridge Ven[ ' ' ' of Ghdst Grook Orthodox ¢, ,srequired ) _--__ Typical Roofing Church % ~' 9'-2" ~ 10'-0" ' 9'-2" ~~ (Mfg. & Color to match exisUng) Ma~ituck,New York ( ([efface) m -install Ice & Watershield Min. of - ~ (2) Le~rs from the Fascia [o 2(' ~ Suffolk Coun~ ~New Light Post J ~New ~ I Existing Concrete Walk I l ~ ~~ ~ Po~ico f ~ ~ ,. , Po~ico ~ :, (see detail, shL A-2) ~ il~ , Z.:Left1/4. :Elevati°nl,-0,, [ Floor Plan / Pmanblng Bcd (see detail, stir. A-2) ~ (bench wall) ' (Hold) (bench wall) 0 16"oc (16') ~ ~%m ~ 0 16"oc (16') Drawing No.: Floor Plan ' ~ Existing = I I Existing ~ ~ x ~ ~ ~q ~ x Curb Cut ' , %~¢ m ~ Existing Window ,i oo~j G~ JZL ~ --Replace Damaged Stair 8', ~ / _~. w/ ~ Bond Bea w/ (2) ~ rebar Bond Bm. w// l k (2)t5 r~r ..... ~ ' = 0 m (t~ical) i', ~ ~~ ~ Blues(one Paver~ , MICHAEL , Copper Cross MACRINA = . Stucco Finish. . . _ (oll four sides) ' ' ' 409 Lake Ave., 8uile "- :..C¥. ~.~ '"]-'v Roofing to :] email MMacdna~optonfine.net ~ Key Plan: , ", Breakwater Road -' ' ' ' ' , . 1 1~16/08 Reduce Terrace Footprint Le~Elev tip Demigod Stoir a n Nodh Front Elevation East T~icol Stucco Finish · Roiling 1/~" ; ~ ] ~ 1/~' = 1 '--O" Cem~ti,ous Stucco over Golv~ized Project: ~ SIMPSON STROND-TIE over every rofter Center Oo,o._, rrouoseu <~) 8~ ~ 8d NalISBoARD ~, , ~Roof Rafter ~[. ~ Mort.r Setting Be8 Portico&Terrace ~ _ Simpson .2.5A Strop 2, , , Addition  --RIDGE :~] 7-]] 7: '] - Simpson H2.SAStrop Me,ar Setting Bed-- ~ ~ ~".."C..,.,0o,,.,S,.,..,,,., "ransfiguration Ra~er to Rafter stu==o ginlsh~ /~l&V~/~CuR,r~d Tri~ SUe,* 1/2 ACQ Plywood/ / I ~2 ~y ~ J~J~~l/2" ACQ PN ~ ~ Around Arch / [ ~ ~ ~T~{col Anchor Bott ~ ~ -- ConnectionNot to s=o~ Detail ~~ , ~ ~ ~ ~ Typical Stucco FinishS, ~ ~ -- Greek Orthodox '~He.der to ~. o.,~ ~ ~s,u.=o r,.,,, ~ /~% Z ~o~c~ Front Wall Detail Church (,) ed No,,,-- ~ ~ ,' ~, ~ ~ ~ // ¢ ~ ~%%% 1950 Breakwater Road ~[ ~ ~ L% ~'/~/ ~ ~ ~ ~% Mattituck, New York Town of Southold ' p,on' H'.SA P. YP ~/~5 ~%~ Around 6"x8" Cultured frim S,oneDoor Opening Su"o'k COU.~ ~ I I ~ ,, . ~ Tr'm as requ'red for orch ~~~~~~ Side Wall Header Dtl. ~ Side Wall Detail ~,,,,~ ,.=~,, Connection Detail ~ [~--. _ ~ ~.~Dor-- ~ ~ Stucco F~-;s~X ~ ~ ~ ~ J ~J~ ~ ~ ~XXXX~ Trim ~s required for orch Elevations 1. AIIStrappingToBel-1/4"Wmde2OOo. Steelor3 sq. WASHERS~ ]]-.~__J ,, ,, ,, / o¢ i ~~4~J~.r I r I Iii I I r-Notes 'Simpson' Equivalent CS20 (coiled strap) · END NUT SETUP .... J J [ .~{ c /- J. ~% 2. Use Stoinless Steel Straps ~ Noils DOUB~ TOP PLA~ ~ ~l ~ [ I I r I I ' ~J~ ~ ~ FJ J I ~ ~ ~ ~.grl DOLTS (t~.) ~ ' · ~8 ;J:~ -- 'lb[ ~= to Exfs[ing Found'n Walls ~ ~= ~ ",l': , ~l I i I r Date: JobNo.: 4, install Strapping for Each of the Following: ~ ~ ~ Ee '~ ~ JIIIJP ~ J : ~ ~ :, ~ ~-~] I I -Rafter Co PlateWALL . ~ ~: ~: [,: r: we, to Remain __ [ __ ~ Sca{e: ' Anchor Bolt Detail ~ P S,o'.e L ~ Section ~. Portico Grnvel, or Crashed