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HomeMy WebLinkAbout36890-ZNo: 37443 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 3800 Duck Pond Road, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 83.-2-17.3 Date: 2/20/2015 2/20/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/11/2008 pursuant to which Building Permit No. 36890 dated 12/27/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to an existing restaurant and handicap ramp addition as applied for. The certificate is issued to E & C Property Holding (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 04 TOWN OF SOUTHOLD lti'�y�FFot��rw` BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36890 Date: 12/27/2011 Permission is hereby granted to: E & C PPROPERTY HOLDING ATTN: ACCOUNTING DEPARTMENT 158-11 HARRY VAN ARSDALE JR. BLVD. FL 3rd FLUSHING, NY 11365 To: ALTERATIONS TO AN EXISTING RESTAURANT TO INCLUDE HANDICAP ACCESS - ABILITY AS APPLIED FOR; FLOOD PMT. INCL.REPLACES EXPIRED B.P. # 34119 At premises located at: 3800 DUCK POND ROAD SCTM # 473889 Sec/Block/Lot # 83.-2-17.3 Pursuant to application dated 8/11/2008 To expire on 6/27/2013. Fees: and approved by the Building Inspector. PERMIT RENEWAL Total: Building Inspector $175.00 $175.00 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. 34119 Z Date AUGUST 21, 2008 Permission is hereby granted to: ED & CULTURAL PROP. HOLDINGS 158-11 JEWEL AVE FLUSHING,NY 11365 for : ALTERATIONS TO AN EXISTING RESTAURANT TO INCLUDE HANDICAP ACCESS - ABILITY AS APPLIED FOR; FLOOD PMT. INCL. at premises located at 3800 DUCK POND RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0002 Lot No. 001 pursuant to application dated AUGUST 11, 2008 and approved by the Building Inspector to expire on FEBRUARY 21, 2010. Fee $ 350.00 Authorized Signature ORIGINAL Rev. 5/8/02 1 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 1 ,� —11 - -C,.rr y Udc2A1+r-5d44e APPLICATION FOR CERTIFICATE OF OCCUPANCY �i2- UVd I `)rd F' This application must be filled in by typewriter or ink and submitted to the Building Departm nt wrth the fo wing: 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 I% 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: 1. 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 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. 44�( New Construction: Old or Pre-existing Building: i� (check one) Location of Property: %GlT �ow GfG� House No. �+ Street Hamlet Owner or Owners of Property: p�C_ Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. j(G Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ap icant Signature rif so ,3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ]ROUGH PLI3G. FOUNDATION 2ND INSULATION FRAMING/ STRAPPING ]IF NAL r I FIREPLACE& CHIMNEY 1 FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE - / /-5�- � - INSPECTOR -_Ix, *� Of SO//jl v / . 5e I f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY KFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE 2�f � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]INS ATION ] FRAMING/ STRAPPING [ INAL ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION A REMARKS: DATE INSPECTOR OF SOUry°6c f , C 2— '2, 22 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY (CFIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS. VVPT /b Al�w -54e�� MA4 --o 1 r• i IlliAdLAFieL a 16TE O. 3 6 P90 SOUr�re TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION (FINAL &- [ 1 Flee saFEnr Ins�ction [ ] FERE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION nVUAQrs. DATE �O2��g (( INSPECTOR '�, '/09c� FIELD INS ECTION REPORT DATE COlYMNTS I FOUNDATION (IST) ------------------------------------- FOUNDATION (2ND) `t z ROUGH FRAMING & PLL UMEING G oc v INSULATION PER N. Y. STATE ENERGY CODE -- _ H - k FINAL i I i 2 ADDITIONAL CONIlI4ENTS r n Z h - O � z a , x i d �, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined 0 20 O �t Approveda 20� Disapproved a/c Expiration (� , 20/0 &V__1 Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: -;-D'? Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 20 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. — "t Z'", I � � Z� �x � (SigLture of applicant or e, if a corporation) 158-11 JEWEL AVE., FLUSHING, NY 11365 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWNERS REP Name of owner of premises EDUCATION AND CULTURAL PROPERTY HOLDINGS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3800 DUCK POND ROAD House Number Street County Tax Map No. 1000 Section Subdivision SOUTHOLD Hamlet 083.00 Block 02.00 Filed Map No. �01 .00 017.002 Lot 002. 00 Lot 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RESTAURANT- --- b. Intended use and occupancy RESTAURANT _ ALTERATION 3. Nature of work (check which applicable): New Building_ Addition XHANDIaCS _ Repair X „ Removal Demolition Other Work REPLACE TOILET FIXTURES, NEW MOLD RESISTANT SH=OCK, NEW ROOF SHINGLES, NEW SPRINKLERS AND FIRE ALARM (Description) SYSTEM. 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front N/A Height Number of Stories_ Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories. Depth 8. Dimensions of entire new construction: Front IRREGULAR Rear Depth Height Number of Stories 2 E Size of lot: Front IRREGULAR Rear 17.3 ACRES 10. Date of Purchase ame of Former Owner Depth 11. Zone or use district in which premises are situated RESORT RESIDENTIAL (RR Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re -graded? YES X NO Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Address Phone No. Name of Architect EGA ARCHITECTS Address 431 CONKLIN ST Phone No 516-420-8383 Name of Contractor Address FARMINGDALE, NY Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) JOSEPH DOCETI being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the OWNERS REP (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. Swo �t9 before me t� " day of 206 J�" JUDY BLOISE f 011 i81Stare of Ne e Signature of Applicant otary Public No. .5026769 Qualified in Quee. Copy commission Expires TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 0 % , 20 O d Approved ?j/ dI 20_aZ Disapproved a/c Expiration &[(,20 BUILDING PERMIT APPLICATION CtIEC.KLiST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMIT NO. -' f« 9 ,7-- &V--, Building Inspector Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 20 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. (Sigfiature of applicant or4iaffe, if a corporation) 158-11 JEWEL AVE., FLUSHING, NY 11365 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWNERS REP Name of owner of premises EDUCATION AND CULTURAL PROPERTY HOLDINGS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No Location of land on which proposed work will be done: 3800 DUCK POND ROAD SOUTHOLD Rome Number Street Hamlet County Tax Map No. 1000 Section 083.00 Subdivision Block 02.00 - Filed Map No._ �0.,�1._�00 017.002 Lot 002,00 Lot .. M .4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RESTAURANT- --- b. Intended use and occupancy RESTAURANT _ ALTERATION. 3. Nature of work (check which applicable): New Building_ Addition XHANDI, jqa ES Repair X Removal Demolition Other Work REPLACE TOILET FIXTURES, -NEW MOLD RESISTANT SHEETROCK, NEW ROOF SHINGLES, NEW SPRINKLERS AND FIRE ALARM (Description)SySTEy, 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front_ Height Number of Storie: N/A Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front IRREGULAR Rear Depth Height Number of Stories 2 9. Size of lot: 10. Date of Purchase IRREGULAR Rear 17.3 ACRES Depth ame of Former Owner 11. Zone or use district in which premises are situated RESORT RESIDENTIAL (RR 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO X 13. Will lot be re -graded? YES X NO Will excess fill be removed from premises? YES_ NO X 14. Names of Owner of premises Address Phone No. Name of Architect EGA ARCHITECTS Address 431 CONKLIN ST Phone No 516-42o-8383 Name of Contractor Address FARMINGDALE, NY phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) JOSEPH DOCETI 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 pplication;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. Swo xp before me t Yf� day of 20j JUDY BLOISE ota Public Notary Pabtie, State of Ne Si ature of Applicant ry No.016L5026769 � PP Qualified in Quee Coy Commission Expires oC John Bredemeyer, President Michael J. Domino, Vice President James F. King `:harles J. Sanders �oF SOUry �l��ll Zex �Q� 54375 Main Roadmbt"'''l $9 P.O. Box 1179 Southold, New York 11971-0959 • y0� Telephone (631) 765-1892 `OU Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0949C Date: January 22, 2014 THIS CERTIFIES that the replacement of asphalt shingles on all three buildings (two motel buildings and the restaurant),• renovation of all three buildings (outside and inside) to modernize the complex; installation of gutters and dUwells• repair/replace in-place the chain- link fencing along eastern end of the property At 3800 Duck Pond Road Cutchogue New York Suffolk County Tax Map # 83-2-1, 2 & 17.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 26, 2008 pursuant to which Trustees Administrative Permit #6834A Dated March 19, 2008 and Coastal Erosion Permit #6834C Dated March 19, 2008 were issued and conform 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 replacement of asphalt shingles on all three buildings two motel buildings and the restaurant); renovation of all three buildings (outside and inside) to modernize the complex; installation of gutters and dawells• repair/replace in-place the -chain-link fencing along. eastern end of the property. The certificate is issued to EDUCATIONAL & CULTURAL FUND (SANTORINI BEACHCOMBER MOTEL) owner of the aforesaid property. W 1 161 / 14,!! .-, Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NON JURISDICTION -TIDAL WETLANDS Alex Demetriades March 25, 2002 213 West 281" Street New York, NY 10001 Re: Application #1-4738-00710/00003 Demetriades Property, A/K/A Santorini Hotel, 3800 Duck Pond Road, Cutchogue, NY Dear Mr. Demetriades: AM 14mv Erin K Crotty Commissioner Based on the information you have submitted, this Department has determined that: The property landward of the concrete seawall as shown on the survey prepared by John C. Ehlers last revised on 04-25-00, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above or the bulkhead itself, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, J//Z-- Mark C. Carrara Permit Administrator cc: Michael Mapes, P.E. BMHP file ,r JUP4141 I . TiRRY TOl1r(`i CLERK I+I:G157IttNr OF b'1TAI. TIA(]STICS mmim'Nul- ()rFlclat IIFCuRUS A11•N�1t:FhIFrJT GI�i�IGGII rlrl; Ef.�4r.t or Iru-r)rcr�.�•ntiN al"riCCR rte.• t 1. �,..,y r•t� �•� •� �, ''I �� • Y J _ I O W ter OF S (-) LI' 11101-r) I snarl l I:,II. 5]tly� Al4irt 11-7 �► .`,r,u�ln,l,l FIc�� lurk 11 631 ]'�S=QSo� TMS 15) TO CERTIFY THAT -1-HE 1::QL_UWit•IC RESOLUTION WAS ADQPTFn (-Y TIIE SOIITHOIJ-) TOWN BOARD Al- A RCGULAR MI. Ll-INi; HEI -f) Orq AUr.::US I• 24, 1993: RFSOI_VFfj that the [own Board of the Town of Southold hcreby adopts two (2) new forrns t(l t)r� tcse..cl ur,cft,r the f=lood DzImage Prevent, regulMic►r►s of the Code of the Town of Southold: "I loociplair� Davi.auprrrcrnt Permit A I l ir;t Iinn" f f (I L)I•(931I ;"Incl of (',,rnrti:ure:e ftrr fr)i_vcl4pmr•nt in r laW401=.1 )"M12-111--1 r� �'f%r'.tiv�i !_� rte_ rlit:',:I= ~•;�. �';�!. - It_rdi th -I- Terry r_ '�,;niCltr.,lrJ t�uwn (:lict-1< 2 , 114 TJ t7T/e'd p.�eoe F,azsnpui Zu?o!':ol :woud 0060 e002-22-9nu APPLICATION � rA(;1, 1 ci( 4 IOWN OF SOLJTHOLD 1 1_.O4DPl-,,AJN DEV 'L( ,NT PERK fT APPLIC:A'I'1Qt'l TiL:, form is to be filled out in dur)lir-me. )Llj(a1Mr.RAi, PROYIFSI(.)NS(Ai'1'i;L( AN' t� rr.�(t Anti .%ilm) 1. No work way start until a petntit it 2 The perrnit may be revvkej it xuy IaLc statewcuts alt tuadc hcrcw. 3. 11 revoke. -ti, all work must cease until permil is re -issued. 4. Devc10pLk;cul shall not be usrd or nertrpie.d until a Certificate of Compliance is issued. S. The pr,rotit wi l expire if uu wutk is couttneu"d A'itLiu six woudis u( issuaucc. 6. Aiil,lit:anr is hereby i.nlormed thst other permits may be rcqui.r•ed to (ulfill 1Op411, sl:ut< a-t)d fedora) regulatory requireamcuts. 7. Applicant hereby Fives coaSen( to Oe, Local Administrator or his/her mpresculadve to mnlle reasonable ' inspwious reduirrd to vervfy rnmp11.1"Ce.. R. 1, TIiF- Al'PLICANI', CERTIFY 'MAT ALL STA'IEMEH'I'S HEREIN ANT.) BJ ATTACi.412--N77S TO THIS AMUC.ATION ARF, TO 'rfl}, ITST t_)F MY q`v[ lD(.:,E, E .I&I'D A C C U ZQ�DATF SEC 1,10N 7_ I'Itl)Pt til;!) nMTLC)_t'rrfi?,r�'1_1::C.:n hecnrnplc�cd by nPPLiC'AlJ'Cl PJ'I' t.....�rn / /�`� -�t hrtrta� �,• ✓tsaTR �q✓f' _ 7ff PAU,Pv?7`1oi iGrS, i1✓� ✓tr{rt✓G `7 r � � S%i _`3c'� %t�'v EtUII .l)I t. i -� �ifra.¢� dA�/►�si t rR �� '711 -ate o7i r7 llvi-p r-7 F?tJi;rtl7-.rx 3 - -- .Ps,i_I✓ _13S.1 I .t;)l :A'17Q�t:.S�/� ✓�c' t� TO aw)id dclay in prncr.ssirtK the applicalioa., please Nlovide CupU411 irtrurwaliurr to easily idenitfy flit hiojecl lo,:advr.t. Pro-Adr, tile, street address, fol nurnbr.r or lefal dr-�Chp'lion (al.larh) and, outslde urban areas, the dLet tu)ee tp the ueutr_ct. intrr;c lwg toad 4n wc11-1,.11u0/11 i:61d111:Uk. A skrn�.h allached (n cbjs applit-trinu sLo%,,'LnA ll,c rr. j _t lucnti n vr�ittld b� hr, h l SST d 83, oo /74-K 0.1. f=L)P((J-1) t7I/6'd papo8 AJISnpul tutor:ol :woad To:6o eow-22-9nu Af'PLICAT10t, pA,liL'- U A r1FSl_RIPTI(W-1 OF WORK (Check a11 :rl,l;h:thlc hurt',%) A. 5'fRUC'Il-1K,n! f�E V1 -.l .i►Pti1t=rli W:Il4'!11' 0 New Structuic U 1kcsidnnoal (1-4 1:;uudy) 1.1 ion (Mori Chad 4 1'113AY) l(ct at ion ( tJ +n-rrsi len(ia1 (1luridproor,111;) 1-1 `t -.I) fJ 11c.locatioa U Cowl,wed Use (P.urdnuual & Commereial) ❑ Demoli6on U Mauufacture.d (Mobile) I'14me (In WWI - 0 Replursutr.nt far(ured Home ParO 171 Yr.$) STIMATCOS'[ 01-- ROJI—.cT 1 ��� FL'D 1'��• U. OTHER VEVELOPivfErff AC:11VI'{'ft ❑ Fill M Mining ❑ Drilling O Grading ❑ Excavatiou (acep( for SUudural Development Checked Above) O Watrrcr,ursr.. Mttratioa (Ilacluding, Elrad[riog and (-bawd Modilica(ions) FJ Drainage- Improvotatcats (1w:ludine, Culvert Work) O Road, Street or Hridgr, Cnnsrnlc(inn 0 SuMivision (I.4rnw nr I_a1?ausir�u) U Indn'idual Wu(u lit Sower r " ❑ Other (I'leasr. Sltr.rify)- /'�/ ' _ _—• _ -- Aftcr coniplt (O.np SECT TON )., APPI P' AN I dhonld -.0imit Irllrn In 0x_:11 A d,,,L istraror for W'10 --V/ cott�tlotrd by I-OCAI..AMfIMSTRATO--R. Thr prop( -,;c1 lavclopntant is Irtratr.rl <ni 11R.};f F .rr'I Cdc?, .._ I)�rori _ The Prnlxc,nd Dewrlopnlcut: n Is MOT lorrated in a SPrC- as Hood Hazard Area (Notify Lhr aplrlicant that dtr, alppli"(i()n rc%,iesw i.s eomplcm and NO F"L,OODPLkU•{ DEVELOPMLLN-I' PE.RDXT IS REQUIRED). Iocu(cJ is i Spe-dal Rood H0.Zlyd .Arr..% 11R1.4 Mile devi{;uuiin 11X1-1'c.rr llcmd rars'aIIUU At thr; ,Ilc is. I'1. 1'1(;VI_> (NtSI,) t] rlaava al ll r. n tIIC In ul>ri $l:. tl �Icv�ltl{`LllClll IS (r,N 11rir IIt .t Ili iililw;l �(. 1'ItI ti'( 1'eUCI,t•J t_) ',rr 'i a:u!1 (1 'I trn a l,lil h'rn 11 In ru.l ,u; S1f7;1'J -D D1\T L• t7T/OT'd p.IpoB Ajj snpuj zucor:ol :woad TO:60 8002-22-ond I AFf'LICAT10H 4 _ • r,%( -,E 3 OF A SF•.(=;'1'l,Qf_!: l� !!{IITIC)flnl. Ir4l:Ql2-n• ATIC 4 rcL -L(rl l•TD (TOIrc•�MILI.rtccl Lev I•QC tL, I)hil�ll i'I IZ—AT C)Rj Thr alrlrlican( must submil the docuateuts checked halow befnre, (be ;tpplrcation ran be: 1 ru�es;ed. F1 A site, plan ;hov+urt; tLc lin:ah(in of all "Xislirte sttuP_turr-;, '�:acrr holies, rljud.t, lot diu,ousioas and proposed dcveloprneot- �) Cicvclnpwcul darts, drimm to sr-fle., And inrludiug where appCicablc: dr -tails for anchoring structures, proposed r-Ievaliun of lowest floor (including base.rnrltO, lyhr n(w Elle resutaut waterials used below the I'rsl 11001, de(ails rt( floodlll uulurg of tnililir% located lic.low lite.- fila( flour and details of eoclgsurrx below the. fir's! (lour. Also --_ C) Sttlulivisir)rt of ()(lie-( devc.lopaie.nl place, (if the subdivision nr other JcvcluNttteut exxrcds SO lots or 5 aces, whirhnvrr IF the lesser, the appLicanl must I,rovide JO) -year flood clrvation.� if they are not otheiwua available,), O Phos sbovwing Elie nxtcnt of watercowsa relocation and/or landform alta ra6uns. ❑ Top of new fill elevation Ft. WIVID —__ h{S1. f7 FlcwdproufinK l)rotec[ion h;vrnct .l (n-rosideutiul oulY) — R. NOVO � ). For Iloodproofed structures, appGrunt must attach mrtifiudot: (roaw regislexed eugittccr or architrct. 0 C�eI ificatiuu frrnu A I'ep._lste.rr-cl r.ngineer that the I:,rap(vl aCl.lvll)' w a fe�11I lriry fiUurJwe)' -will nq( rrzult in ally irtctetut ie.+ the he•ig,hr of the i00 year iloocl. a Lk)py of an dam and c.alculikti0tt5 supporting lhi.t finding u.lust alio be.' .uhutitled, U (j(he-r: Sr;c:T14C1 s: I'lilth f'I' i�l::'il'=1Z�_11 •t 'i'(" NJT�•I,�r: c�((nitlelea L( ('���. nnnllr�l:�•rltA_rV�l [ bave. dc(etwined (hat (lie proposed acxivity: A. ❑ Is R. r7 f. nett in vi.mfurniaucc with ptuvisions of Local Law rf, 1'>� • The, perutit is i,sr.Ied subject tri tire toadi(iotts ullarhr•(I (q and made pari ref chit permit. ';rt_;rrP.l-t __ _ 'ATF _ ---•- --- f 1411.', I\_JS S�7-�';G1c.cl, 1hr laical Adamuvrat(.rr entry r,'•ur ;1 Pf-vr,lr)IrrnrIII PCI -1111t Upon irayrrlrnl Irf cicsl ttalCd k f.. -I t�:Gttrn�lc' A{rlrltcan( nrrly If lfOX li 1'. rltr.rkctl, (be, Local Adtrtinitu'alnr +•,,ll t)cnvide a w't'illetJ sunrurruy'! r�vi;r Anel rr;uhtrti( d.0 rlrlrlicalicin ur Ihr 1 wlr'nl 4rlrninr.tralnc ur uruy re-qucs( a he :u in, Irnnt ilrt 13rlard U( Appe;lj� t,T/TT'd Pjeoe Fjjsnpuj ZuTor:ol :wojd 22:60 e002-22-9flti I I A G F4c-1F4 ,aF'F'fA1J n p(� .ale 1 to G iud ql nlitical:' fl Y, , Q tJtt �l,pclls Isoard De';St['o --- .approvcd? fl Yc:. U No Cnndil ow, _ _ -- ---- _---- $E-1;71nN ci,_A,,ri dt1IL1__I-,I.rv�, �c�r�i-I.rr, tic ,u' j cd b•� ,1f �'I_lt=_AM brfor_r, Cc.rtificAtc. of i5 issucd} Vhe fo1Juwing inlormsuou www. be ptuvidr-d fit hrojr.cf sttuctuici. Thu sr.diuu wust be taituplcicd by a registered professional rnpnce.r or i lirrnscd land 5urve.yor (or ,mich a ccrtilieation in this application), Complete. 1 or 2 below. 1. Actuid (As -Built) Elevation of the lop of the lowest f1m. r, including hatement (in Ciiaa(ul_h1jv1j-I-lazar_tJ rr.ac, hotcom of lowest structural member of tbc. lovrc.st door, czcluding piling, a.nd columna) is: FC. NGVr) 7. Aqua] (A Built) Eleveiun of fluodprooftng pruterAiuo is _.. _... ... FT. NQVU (MSL.). NOTY: A,ty pr-,G-,iutcd ptiur to :,o1,u.tittal of t.bc abuve iJ.tlutluacivu is al lbc tuk of the Applicant SGI I"lUif 7 r' 1l'1�1�AN_C�" A(=7_lt;)t1_-1"f<i hr, rnnip1r.ic.d (iv t,t)C_AL 11W, IMSTRAIY- lij Tim. LOCA(., AX)h1lNLYURA'LOK all cowpiotc ILj.s SOUtc,a c; appCtcable based on iuspe-inion (.411m lnuject tit eusure, cornpba.ucc with the uutnuilift i(y'% Itot.:tl law for fluid darulaur, lttavoutit.un. 'l•loras: DATF 13Y DFFf rENCiFr1 1-1 Yr '; 0 MC) r).4,Ti:: - 13Y DEFT ::IUMC IL:57 U Yl_ti C1 NO LtA1-L-' —R't ur':rIt:11 Nc:rr_:;, 0 YES, U I," E-11' 1'10N St CL RT1FiCr�'ll UI' �'Uh1!'la�}rrt t,;rJ ,Jz� ctar� ,t>� lttct.I ICY UL.& . ,4UMfNIST11AT0_1ll C.eAMiir•atc of C:oulpliauca i;sucdc 1)A'1'Li: 13Y:_—•-•_-. _ - -- bti/2T'd P-Loe auzsnpui zu?or:ol :tuou_A 20:60 8002-22-9fld her 31� 65-1802x5028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page FireNotes.xlsx i/G I :zOl\ -- NOTES -- ESTABLISHMENT Mattituck School District S/B/L Date Comment • Y'� 3� z3� tJ G 211, Va ©7r -c . t o A i 0 d -�a�tc-rt '.�(, 123 cq -7 Ito FireNotes.xlsx i/G I :zOl\ *qA July 21, 2008 EHASZ GIACALONE architects 0 planners Southold Town Hall 53095 Main Road PO Box 1179 Southold, NY 11971-1179 Attn: Michael J. Verity Chief Building Inspector ARCHITECTS P.C. • interior designers Re: Santorini Motel & Restaurant Renovation Cutchogue, NY Architect's Project No. 07128 Dear Mr. Verity, RICHARD T. SOVINSKY, RA ASSOCIATE JAMES D. HAVRILLA, RA, AIA ASSOCIATE This is to follow up on our letter to you dated June 27, 2008 regarding the extent of renovation work to the restaurant building. 04A-+ Y We estimate the value of the restaurant building to be $790,000.00. 7 '°"' �' A. The cost of renovation is approximately: New windows: $114,000.00 ADA access ramp: $ 20,000.00 Renovate existing toilets to accommodate ADA: $ 25,000.00 $159,000.00 Not included in the above is the cost of decorating, i.e. new vinyl flooring, new paint and finish of existing wood trusses. Therefore, in our opinion the renovation work is less than 50% of the value of the existing building. If you have any questions, please call our office. Harvey Bienstock Noel Rodgers 431 CONKLIN STREET • FARMINGDALE, NEW YORK 11735 TEL 516-420-8383 FAX 516-420-0195 `' el't Southold Town Building Department 54375 Main Road Southold, New York 11971 SFr; (631) 765-1802 Parcel ID: 83.-2-17.3 Permit #: 34119 Permit Date: 8/21/2008 Expiration Date: 2/21/2010 BUILDING PERMIT RENEWAL LETTER Dated: 12/19/2011 Applicant: E & C PROPERTY HOLDINGS Location: 3800 DUCK POND ROAD Work Description: COMMERCIAL ALTERATION ALTERATIONS TO AN EXISTING RESTAURANT TO INCLUDE HANDICAP ACCESS - ABILITY AS APPLIED FOR; FLOOD PMT. INCL. A FEE OF $175.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: E & C PPROPERTY HOLDING Address: ATTN: ACCOUNTING DEPARTMENT 158-11 HARRY VAN ARSDALE JR. BLVD. FL 3rd FLUSHING, NY 11365 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SURVEY OF PROPERTY SITUATE: WrOHOGUE TOWN: SOUTHOLD 5UFFOLK COUNTY, NY SURVEYED 09-30-2001, 10-0q-200-7,10-2q-2001 / 5UFFOLK COUNTY TAX • 1000-83-2-I V" 1000-H3-2-12 1000-b3-2-1'12 VV C R71F D TO: JOWr INDUSTRY BOARD OFTHEELECrRICALI DUgMY STBWART ME INSURANCE COWPANY (71TLR NO. TA07(08)768) 5�r 41 r \----------- -- 0 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be complewd by Disability Benefits Carrier or Ucensed Insurance Agent of that Carrier Ia. Legal Name and Address of Insured (Use street address only) lb. Business Telephone Number of Insured Educational and Cultural Trust Fund of the 718-591-2000 Electrical Industry le. NYS Unemployment Insurance Employer Registration 158-11 Harry Van Arsdale Jr. Avenue Number Flushing, NY 11365 Id. Federal Employer Identification Number of Insured or Social Security Number 11-6035960 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier ( Coverage (Entity Being Listed as the Certificate Holder) �"+` u xtrical liglorers Self tauaraaee safety III= AM M — 11 tarry tea •rsdale Jr. game Town of Southold Building Department i1"hia IT 1n" Main Street 3b. Policy Number of entity listed in box "iaa: Southold, NY 697 3c. Policy effective period: 1/1/69 8/6/09 to 4. Policy covers: a ® All of the employees employees eligible under the New York Disability Benefits Law b. [] Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized i or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits irusuuan as rlbed Date Signed 8/6/08 ROOM UL -N By (Sipmanae of hw nox aniets awhotmcd mime or NYS Lionised InMmaax Agent of that ==We airier) Telephone Number 718-591-2800 Titre Chairman DeORTANT: If tox'4a' is diedcod sod this form is signed by the ioweaooe CffdWs ndhorkwd .eprescntxdve or NYS Ucem ed 1m;um= Agear ofthat =mw, this cauriate is Cob LEM Mail it dmeody to the cmuf em balder. If box -4b' is dtedo.d, this oatidieaoe is NOT COMPLETE for purposes of Seem 720, Subd. H ofdw Dissh7ity Bwe6ts Law. It toast be mailed for completion to the Waked Compeomtioo Hoard DB Plans Accepum Unit, 20 Pads Stat, AMM, New York 12M. PART 2. To be comp NYS WorkeW Com on Boa On x Part 1 has dwdced) State Of New York Workers' Compensation Board According to information makmmkned by the NYS Workers' mon Board, the above-named employer has complied with the NYS Disability Benefits Law with aspect to all of his/her employees. Date Signed BY (Signa- of NYS Wa *W Compeandom Bard Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance terriers are authorized to issue Form DB -120.1. Insurance brokers are NOT authorized to issue this form. DB -120.l (5-W EE -114 (Reverse) STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF PARTICIPATION IN WORKERS' COMPENSATION GROUP SELF-INSURANCE Ia. Legal Name and Address of Business Participating in Group Id. Business Telephone Number of Business referenced in box "la" Self -Insurance (Use Street Address Only) 718-591-2000 Educational and Cultural Trust Fund of the Electrical Industry 158-11 Harry Van Arsdale Jr. Avenue le. NYS Unemployment Insurance Employer Registration Number of Flushing, NY 11365 Business referenced in box la /1/69— lb. Effective Date of Membership in the Group 1/l/69— Policy Policy Number 697 8/6/09 Ic. The Proprietor, Partners or Executive Officers are If. Federal Employer Identification Number of Business referenced in 0 included (only check box if all partners/officers included) Box "la" 0 all excluded or certain partners/officers excluded 11-6035960 2. Name and Address of the Entity Requesting Proof of Coverage (Entity 3. Name and Address of Group Self -Insurer Being Listed as Certificate Holder) Town of Southold Building Department Electrical Employers Self Insurance Safety Plan Main Street 158-11 Harry Van Arsdale Jr. Avenue Southold, NY Flushing NY 11365 This certifies that the business referenced above'in box "la" is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law as a participating member of the Group Self -Insurer listed above in box "3" and participation in such group self-insurance is still in force. The Group Self -Insurer's Administrator will send this Certificate of Participation to the entity listed above as the certificate holder in box "2 The Group Self -Insurer's Administrator will notify the above certificate holder within 10 days IF the membership of the participant listed in box "la" is terminated. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for a maximum of one year from the date certified by the group self -insurer. -- If this certificate is no longer valid according to the above guidelines and the business referenced in box "1 a" continues to be named on a permit, license or contract issued by the certificate holder, the business must provide the certificate holder either with a new certificate or other authorized proof the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative of the Group Self -Insurer referenced above and that the business referenced in box "la" has the coverage as depicted on this form. Certified by: SFott Hirsch ^ (Pri name.�ruthorize re5en iv of the Group Self -Insurer) Certified by: �*—� 8/6/08 (Signature) (Date) Title: Chairman Telephone Number: (718) 591-2800 GSI -105.2 (2-02) EE -17 i. 6 11► �( COMcheck Software Version 3.5.2 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 07/31/08 Data filename: G:\DWGDIR2\07\07128\Constructs\CON-DOC\SCHEDULES\Restaurant.cck Section 1: Project Information Project Type: Addition Project Title : Santorini Motel Building - Restaurant Construction Site: Owner/Agent: 38 Duck Pond Road Educational & Cultural Property Cutchogue, NY 11935 Holdings 158-11 Harry Van Arsdale Jr. Avenue Flushing, NY 11365 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Vertical Glazing / Wall Area Pct.: 34% Restaurant 3152 Section 3: Requirements Checklist Envelope PASSES: Design 1 % better than code. Climate -Specific Requirements: Designer/Contractor: Ehasz Giacalone Architects 431 Conklin Street Farmingdale, NY 11735 Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R -Value R -Value U -Factor U -Factor Roof 1: All -Wood Joist/Rafter/Truss Exterior Wall 1: Wood Frame, Any Spacing Window 1: Wood Frame:Double Pane with Low -E, Clear, SHGC 0.63 Door 1: Glass, Clear, SHGC 0.54 3152 19.0 0.0 0.054 0.059 2560 13.0 0.0 0.091 0.090 790 — — 0.320 0.598 84 — — 0.320 0.598 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked, Basketed, weather-stripped, or otherwise sealed. O 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R -values & U -factors labeled as certified. 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. 5. Fireplaces installed with tight fitting non-combustible fireplace doors. 6. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. 7. Cargo doors and loading dock doors are weather sealed. 8. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air -tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Project Title: Santorini Motel Building - Restaurant Report date: 07/31/08 Data filename: G:\DWGDIR2\07\07128\Constructs\CON-DOC\SCHEDULES\Restaurant.cck Page 1 of 2 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.2 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this professional judgment, such plans or specifications are in compliance Name - Title ED ARCO pUL Q/gc�o�F�� c 4 IVO. 01010's �0,4t sTaT�° � the best of his/her knowledge, belief, and ate Project Title: Santorini Motel Building - Restaurant Report date: 07/31/08 Data filename: G:\DWGDIR2\07\07128\Constructs\CON-DOC\SCHEDULES\Restaurant.cck Page 2 of 2 � I' I b.p _� jt I 4iOII- ,n DrvINs § AR_A 9 -0' aA- Ol NOT'_ WOR< - -I_o.I-iExis- I^ �R J AIRS /-SGrEST. - D ' -� FLAN'ER TO REMAIN vvl �� OI •I FLR RAMP 511PPORT �, I T V �� 5EE NOT I PR / a - e%1ci .N P•'OE o 5ric ScoFE OF -- 1-__ SEE NOF 1 FOR 5E NOF_ b FOR + m S .OPE OF WOR< SLOPE OF WORK �-- o IOTE b FOR R=MOVE E%15TV5--J PE OF WORK ° 4 WALL II NEWF E. SEE X15T. I I ml DETAIL T/A3-S TA6 OO ABOVE 4'-0' a'-0' �5'•0'i'-P. /'-D' ( T ,!-C J�_54' /-D' a•-0' 1'-0•I` 5'�•- htt'1 SLOPE 6 WORK. L PATO E%ISTINB CARPE AND VNDENW TO IT. REPLACE WITH SHEET VINYL. PATCH E%ISTNG SJBPLOOR A5 RECMIIRED TO RECEIVE NEN FLOORING (A5 PER MANLFACTlRCRS INSIRULT1ON5,. 1. REMOVE E%15TR40 TOILET WALLS. M>MW S. M. F IDE NEW NAWILAPPED TOILETS AS IWILAMO ON FLAN VSE MOLD REISTANT GYP. W. (SEE SPELSI S. REMOVE E 115TRY4 /'IIWOHF, ANO REPLACE WITH NEW (SEE WINDOW SCxE0ULv. 4. MAINTAIN EXIST WDOO FINISH ON WALLS. PATCH AS M-1RED 0 -TO WIWOW REPLACEN@NT. 5. RC4OVE I,x- G DUOTYORK AW G.RROIROING WALLS. BO. TO VERIFY'AT i1CSE ARE NON-LOAp IEA.RIIIG. LONrALT ARGIITGT IP THEY ARE LOAD pEAR1HG. RlILL FLOOR OPENING Nlhl NEW FLCADR JOISTS ANO SKBRAOR TO MATLN EXISnNG. FINISH FLOOR WInl 1EW SHEET VINYL. b. REMOVE EXISnNB EXRRIOR ODOR ANO REPLACE WITH NEw (SEE DOOR 5GE WL �. REMOVE rxlsr G INTERIOR DOOR AND REPLACE Wlnl NEW (SEE DOOR 5U@DULEI. D. REPLACE INSULATION AS REOUIR®. PP�O'I'bfP - STRIP E%ISTHb R�FIN6 TO SMJ,TMN6. 'Al- AW REPAIR E%15TIN6 5M'l.TNRb ON A5 A9 RECUIRED BA515. REPLACE OOPoor MII@RAL' 1�AGED ROLL PING NAW RAIL (T'TI IT FIRST FLOOR ELEV. 1' -IO' a II PROVDE DYANATNE AY•BIBi NA ASCE ID•LDND sSLTIaG ACFO'AelnRe. µNSTxa ICN STO`E COARTAYE DY O@Q tORIMS. FiLim "IIs STRIP HII S F G POOPING TO SHEATHING. PATCH REPAIR EXISTING SHEATHING ON A5 A5 RE(111RPS 8/ds. REPLACE WTH MINERAL SURFACED ROLL ROOFING F DOFN= - STRI %5TP RO AF O SHA NG G AW ..AR 5 SIEA W A_ AS ¢EGUU RED BAS R_ LADE WI IAERP._ SURFA..EJ POLL ROOF N6 P ----- ---------,I I I RI NE.y HVAC Ix+rc POR Tls I RESTAuear (SEE I-IELH. Jwesa I i I I IS'C' i FLAT ROOF I O I r - I -T-- I V I TRIPLE W EXIST. ROOF JD515 I UNDER NEW EmIPr-ENT (TVF1 s O I L-------------- - LINE OF W LING B _ 5EE DETAIL IO/A}s FOR LOAD PATI TRANSFER CONNECTION DETAILS POR ALL NEW LONSTRWTION xND_ 5 N6 OFIN6 �� -Tl 6 AGN R -161- SH ON AlE - A -AL TN Ice DAv AW SHIELD 7 _INE OF .11 5 _-- --� TRACK N R610. FOR EIYl.'riIR_ L RESTAURANT ROOF !;O .N SIM AS pS1D.WPAE RDSTN£ 1� PIQST P_ WR ELEV. 2'-10" (TPP) 1REAIESYNOD EIIXKIMS O 1 DowsPar XX PROVIDED R PROApE DPtGRAR'2lcctTn• FATBfrA¢E. I --- CAPACITY - EGRESS �) r 1 � _ I -. ��!IL -- �' NDIE: EPITLM OP RULH OPDDB N`LGMIBlS'AFF. 1'-O�' fRE E%}AIDASIER CA81IEf EXIT �!f/Y TRAVCL OM5TAlC.l, NTE. CIXRONATf N1dNBGIOD W H4 - RO. - 5EE Wre IO POR 500PC OF WORK � NEW PARTITION: TR SEE NOTE T FOR SCOPE OF WORK b4 WOOD 5VJ a Ib" OL. REPLACE EXISTING RAILINK WIn1 SOUARE TICKETS AND REMOVE EXISnNG LON SI AREDELORATVE 1E.T.Ie ___= ! ARCH N IWILATCD. PLATFORM Ab STE (IN� AI.D REPLACE AR"REP-) GEWITH POLT4°TRAM1. TOP- RAILING 15 TO M 41' H. tT,) yII.D RAMID TOP- RAILIN'6 15 TO EE St' H. �nF I RST FLOOR PLA4N RESTF�URPLLNT SLOPE 6 WORK. L PATO E%ISTINB CARPE AND VNDENW TO IT. REPLACE WITH SHEET VINYL. PATCH E%ISTNG SJBPLOOR A5 RECMIIRED TO RECEIVE NEN FLOORING (A5 PER MANLFACTlRCRS INSIRULT1ON5,. 1. REMOVE E%15TR40 TOILET WALLS. M>MW S. M. F IDE NEW NAWILAPPED TOILETS AS IWILAMO ON FLAN VSE MOLD REISTANT GYP. W. (SEE SPELSI S. REMOVE E 115TRY4 /'IIWOHF, ANO REPLACE WITH NEW (SEE WINDOW SCxE0ULv. 4. MAINTAIN EXIST WDOO FINISH ON WALLS. PATCH AS M-1RED 0 -TO WIWOW REPLACEN@NT. 5. RC4OVE I,x- G DUOTYORK AW G.RROIROING WALLS. BO. TO VERIFY'AT i1CSE ARE NON-LOAp IEA.RIIIG. LONrALT ARGIITGT IP THEY ARE LOAD pEAR1HG. RlILL FLOOR OPENING Nlhl NEW FLCADR JOISTS ANO SKBRAOR TO MATLN EXISnNG. FINISH FLOOR WInl 1EW SHEET VINYL. b. REMOVE EXISnNB EXRRIOR ODOR ANO REPLACE WITH NEw (SEE DOOR 5GE WL �. REMOVE rxlsr G INTERIOR DOOR AND REPLACE Wlnl NEW (SEE DOOR 5U@DULEI. D. REPLACE INSULATION AS REOUIR®. PP�O'I'bfP - STRIP E%ISTHb R�FIN6 TO SMJ,TMN6. 'Al- AW REPAIR E%15TIN6 5M'l.TNRb ON A5 A9 RECUIRED BA515. REPLACE OOPoor MII@RAL' 1�AGED ROLL PING NAW RAIL (T'TI IT FIRST FLOOR ELEV. 1' -IO' a II PROVDE DYANATNE AY•BIBi NA ASCE ID•LDND sSLTIaG ACFO'AelnRe. µNSTxa ICN STO`E COARTAYE DY O@Q tORIMS. FiLim "IIs STRIP HII S F G POOPING TO SHEATHING. PATCH REPAIR EXISTING SHEATHING ON A5 A5 RE(111RPS 8/ds. REPLACE WTH MINERAL SURFACED ROLL ROOFING F DOFN= - STRI %5TP RO AF O SHA NG G AW ..AR 5 SIEA W A_ AS ¢EGUU RED BAS R_ LADE WI IAERP._ SURFA..EJ POLL ROOF N6 P ----- ---------,I I I RI NE.y HVAC Ix+rc POR Tls I RESTAuear (SEE I-IELH. Jwesa I i I I IS'C' i FLAT ROOF I O I r - I -T-- I V I TRIPLE W EXIST. ROOF JD515 I UNDER NEW EmIPr-ENT (TVF1 s O I L-------------- - LINE OF W LING B _ 5EE DETAIL IO/A}s FOR LOAD PATI TRANSFER CONNECTION DETAILS POR ALL NEW LONSTRWTION xND_ 5 N6 OFIN6 �� -Tl 6 AGN R -161- SH ON AlE - A -AL TN Ice DAv AW SHIELD 7 _INE OF .11 5 _-- --� TRACK N R610. FOR EIYl.'riIR_ L RESTAURANT ROOF !;O .N SIM AS pS1D.WPAE RDSTN£ 1� PIQST P_ WR ELEV. 2'-10" < VE' R I-0• 1REAIESYNOD EIIXKIMS O 1 fiRA�iE XX PROVIDED � SrELPaAmoG PROApE DPtGRAR'2lcctTn• FATBfrA¢E. I --- CAPACITY - EGRESS b L'1NG 55:1105 A<RO54 S.TIZ`:}%TX OP AN 5'J'C. COLO.¢: YILLI'E 01' OW96lCWlINS. I p3'OJE ERSTPG FIMSHTJD PYAQ T85TAa' - ___-- y-___._ r 1 � _ I -. ��!IL -- �' NDIE: EPITLM OP RULH OPDDB N`LGMIBlS'AFF. 1'-O�' fRE E%}AIDASIER CA81IEf EXIT �!f/Y TRAVCL OM5TAlC.l, NTE. CIXRONATf N1dNBGIOD W H4 - RO. _-6RAmE- -0 0-" �PL�AN DETAIL 0 FIRE EXTINGUISHER ACTUAL < REMIRED OCCUPANT L 11 RAMP. SEE MAS -S eIT,�� _ �, STMP EXISnN6 ROOFING TO SHEATHING. PATLN AW REPAIR E%QSTINS THING ON AN A5 REI QI DA515. REPLACE ASPHALT SHINGLES AlT1 ICE DAM AW SHIELD THR0.GHOVT, ALL ROOF AREAS ARE TO RECEIVE NEW ASPHALT 9HRiGLES OAK ,- PRO 50 AR DEEP SHADOWL LOLOIR, DRIFTWOOD- R9'OVE ERSTNS IMSf AID FRO.POE/DSTA - MBV CAMSMNSLES ND.BE [gRSEI. FACTORY STAN® Rb C®M GMIlL6. hTPKM10N N A(A RRltllG SRLP5IYE YLLLL S6:IDE POR DE(AIW. '$ %FKAIR.RD ®I BVARD RAIL, y AW RAIL (TPP) RXRBLE O1RFJ. FACTOR! 'CM_TL'R® STONE' PALING. OMENS Cg1GNIG, 5D1R8 RYFILK)d NA(A wr,LAFAJIC SST THICK OVERMI-TO NAIL SYKN9 fCR DETACG. ASONRY 9VB51RATE. (Nlm OF 1 15 TO I GoxPIRM EMISTIWI^-.OWITON OP PAR6IND fEi%IYItl14RkH/GMDI - . _ - - - - _ _ _ _ - - - _ _ _ �- 3D3 iK•�P% NEW E, `5AVASIRN'NTX I)Y 9GM'F � Avl 1TNE IDOI AS IIOKATB) DVC LELK 10515 WN P0.Y- D' DIA. LONG. PIER FCAle TOn , - B a LI m -GRADE TO BOTTOM OP FOOTING (TVP) 4� RB1DaE DOSrRS PINGI ASO flip. / UDTALL. IEII LBNR GRGLES bDElf -NW. FACTORY STANB) I® <DAR SIi16lE5 1TYROWJ CII4 ACO RRRtG 11RP5 Off NNLYLIIL}G FOL DETAELS) I I I _AT ROo 1 n 1 I Ie\ LlDL�JL�JL-Y'�L ^-• "' R R R R OO O O Lh � PBDYE EKDTND PFEX AID PROVIDE/t6TAL. IFJY CE[Ml1 SMIxGLa Ib01Bi LOJRSF). PICIORY 5TA11� Rm O®AR GNNSIP5 fiT'PICALI Gw I. ACO ❑ - 1� PIQST P_ WR ELEV. 2'-10" T'' FNRI116 siRPS• BLS VIa1L SE'.nONS FOR DETAhlI. O 1 fiRA�iE XX PROVIDED � SrELPaAmoG PROApE DPtGRAR'2lcctTn• FATBfrA¢E. I --- CAPACITY - EGRESS b L'1NG 55:1105 A<RO54 S.TIZ`:}%TX OP AN 5'J'C. COLO.¢: YILLI'E 01' OW96lCWlINS. I p3'OJE ERSTPG FIMSHTJD PYAQ T85TAa' - ___-- y-___._ r 1 � _ I -. ��!IL -- �' Idx CLBAR SDOL_S.GE GORY). FALTO2Y L.. SMNTD'm GFDAR 91X61E5, f1YPICA11 ON U A:0 - f°8 9ELTIOD FQLDf:AIL51. EXIT �!f/Y TRAVCL OM5TAlC.l, RrQR1.N5 51RIP5 YV<L 5g g)gCPIWR016 WEST ELEVATION 6 Iro• . ro• _-6RAmE- -0 0-" •----------'� ACTUAL < REMIRED OCCUPANT L 11 RAMP. SEE MAS -S DIRECTION LOAD OF E6RE95 1 PROIOC ACGE b`IpG 52TIQG KAGS B/NRE LeGTH OF -_ --_---NOH _-_-__ ___= LLASSAIL®S -.5 11/ ICAC OVER C%ISTING MASOM<Y SVFJSTRATE (LO TOR BITCHED POOP NOT!. SY:RIP E%IS A ROOFING TO SFEATHIN6. PATCH AW REPAIR EXISTING 51ff _ 1 1 A5 RECSIIRED,_ Tl REPLACE ASPrW-T DHR Ase WITI ICE D41 AW 5N T TMROVG1: ALL ROOF ARBAS ARE TO RECEIVE NEW ASPHN-T SHINGLES: OAKRID6E PRO SO Al, D51B• SHADOW. COLOR+ DRIFTWOOD - • IRST FLOOR. __ - - - n GRADE v [LGN. O' -O' � I REMO.2 ERSnNb FHGI ANJ PRT/DE /:1£IN1 PRPHCE O�ORATIVS : WMEIRAD'R 'O;TIRED STONE" FACING OPENS CORNINS, I I NTI CdJAR 5A1G�5IWARlF CCNiSFI FACTORY b' IONS YCTICNS Aw�TR' IDKR! OF CLASSIC 5-EI25 1 /.' THICK OVER EU"To I STAID Rp <dlA4'JX1.5LLi RYFK+'Ll �Ti N IEA LW STOE. [O'AR T LN OPETSOJR't1Y. MASONRY SLI65TRATE. (LONTRAGTOR 5 TO RRNVfi STRIPS (YS WK1 S5L1O6 PIR j�TAIL-V ALLEN NE'n' FINI5H) OOIPI:PI TJ45$N6 F.O1DlnO1+.OGnwRG1�6-- -_ll- 7 r1I 5 NORTH ELENA ION 4 EAST ELEVATION OFI EPE%<IS IN N ITIOM PAR641 K T ° ` Vb' • I'o' 4 To - - fF11'aE EN5TIN5 P1t5H PNJ PRpVlOE / WSTAL 1311 C9Ilf G'INS'� (Ll1$E C0.R5El. FALTOIT STM'JED ICD C®Nt Gtl4fiLPi. (T!1'IGAJ O! I, MA F.RRIN5lTRIP5153 NNL 5•CnOW •OR DETAhy. °d:SRLVIWTDI6 R1N PALMY: RmA: __ eXsra RMLIIIIs NTI AFtPLN PNLN1an, SAVANVII'IN, li,'SRIAR FKNSR AV OFLORATNE NL;+A411OIWi41. PDSrA ARF ro B: °AYR TLK POSTS NTH!LLY- FTRvt<D TGF- RwFD Is TD aE 12'. 5U/ -RD RAI- ,h"P) HAND RA. mv; 4 r CIl_NR® 5 -ONE' FAL N6 OWEN9 LOR IN6 OLA551L `.OR E5.1 i !LK OVER C%IST %5 A501NRY s'15TINS re (CONTRACTOR 15 TO 'o -'-- o -' I %5T N6 GpD.-10V PARTINfi TO AGC-- LL'N F'NSHJ 1 L----�-----.►--T-�ss -7 1 1 t5 1 n 1 1 Exrc:DOOR I �-I 32" kEg11RED M'V) ]PROVIDED �- 213 LA�ALITY ®ALTUAL PEOPLE EXIT: 32' REQUIRED MIN) ©PROVIDED 243 LAPAUTY ®ACTUAL PEOPLE �/ 1RESTT4UR�NT EOR;=55 PL?.N ewr [aNwaewr ewrA. E�Ef PCRE55 WIDTH T ❑ - 1� PIQST P_ WR ELEV. 2'-10" T'' XX REQUIRED fiRA�iE XX PROVIDED PROApE DPtGRAR'2lcctTn• FATBfrA¢E. I --- CAPACITY - EGRESS b L'1NG 55:1105 A<RO54 S.TIZ`:}%TX OP AN 5'J'C. COLO.¢: YILLI'E 01' OW96lCWlINS. I p3'OJE ERSTPG FIMSHTJD PYAQ T85TAa' - ___-- y-___._ r 1 � _ I -. ��!IL -- �' Idx CLBAR SDOL_S.GE GORY). FALTO2Y L.. SMNTD'm GFDAR 91X61E5, f1YPICA11 ON U A:0 - f°8 9ELTIOD FQLDf:AIL51. EXIT �!f/Y TRAVCL OM5TAlC.l, RrQR1.N5 51RIP5 YV<L 5g g)gCPIWR016 WEST ELEVATION 6 Iro• . ro• .--{Xx'-X• 2250'-O•HAX. -1 - fF11'aE EN5TIN5 P1t5H PNJ PRpVlOE / WSTAL 1311 C9Ilf G'INS'� (Ll1$E C0.R5El. FALTOIT STM'JED ICD C®Nt Gtl4fiLPi. (T!1'IGAJ O! I, MA F.RRIN5lTRIP5153 NNL 5•CnOW •OR DETAhy. °d:SRLVIWTDI6 R1N PALMY: RmA: __ eXsra RMLIIIIs NTI AFtPLN PNLN1an, SAVANVII'IN, li,'SRIAR FKNSR AV OFLORATNE NL;+A411OIWi41. PDSrA ARF ro B: °AYR TLK POSTS NTH!LLY- FTRvt<D TGF- RwFD Is TD aE 12'. 5U/ -RD RAI- ,h"P) HAND RA. mv; 4 r CIl_NR® 5 -ONE' FAL N6 OWEN9 LOR IN6 OLA551L `.OR E5.1 i !LK OVER C%IST %5 A501NRY s'15TINS re (CONTRACTOR 15 TO 'o -'-- o -' I %5T N6 GpD.-10V PARTINfi TO AGC-- LL'N F'NSHJ 1 L----�-----.►--T-�ss -7 1 1 t5 1 n 1 1 Exrc:DOOR I �-I 32" kEg11RED M'V) ]PROVIDED �- 213 LA�ALITY ®ALTUAL PEOPLE EXIT: 32' REQUIRED MIN) ©PROVIDED 243 LAPAUTY ®ACTUAL PEOPLE �/ 1RESTT4UR�NT EOR;=55 PL?.N ewr [aNwaewr ewrA. E�Ef PCRE55 WIDTH COMPONENT EXIT GOMPONENNT p_.r LWIRW WIDT}I XX REQUIRED PROVIDED XX PROVIDED XXX CAPACITY --- CAPACITY - EGRESS ACTUAL -XX ACTUAL PEOPLE COMPONENT WIDTH CAPACITY PROVIDED / E64ZE55 EXIT �!f/Y TRAVCL OM5TAlC.l, WIDTH PER OCCUPANT .--{Xx'-X• 2250'-O•HAX. -1 •----------'� ACTUAL < REMIRED OCCUPANT L (MAX) DIRECTION LOAD OF E6RE95 PROVIDE POWDER COATED HANDRAIL LANDING AS PER SECTION 405 ICG/ANSI A117.1-I�iQB DWELLING UNIT 5EPERATI ON WALL LOCATE PTAG UNDER WINDOW. PROVIDE OPENING AND NEW LINTEL AS REQU I RED. 5EE DETAIL 4/A3-1 r r- NOTE: THE PROPOSED H.G. RAMP DOES NOT NEED TO COMPLY WITH SECTION 405.1 FOR. "RAMP" BECAUSE THE MAX. SLOPE 15 NOT STEEPER THAN 1:20. PROVIDE WALKING 5URFAGE REMOVE EXISTING CLOSET (T`YP) ' nTY'PIGAL H 15EE H.C.UN I TS 10 4 11 (WEST WING. 60" x 56" TOILET CLEAR FLOORSPACE 68-2 P 60" DIA. CLEAR FLOOR SPACE o � TTD'I MARBLE SADDLE N W CERAMIC TILE FLOOR 30" x 48" LAVATORY 8 CLEAR FLOOR SPACE 77 30" x 48" LAVATOIRY O CLEAR FLOOR 5PA10E MARBLE SADDLE CERAMIC TILE FLOOR 60" DIA. CLEAR PTD -1 FLOOR SPACE 60" x 56" TOILET CLEAR FLOOR SPACE - �n NEW PLUMBING J GB -1 � � o X v CHASE WALL-TTD-I o to rm n�.G. TO I L.ET PL.. 0 I UN1T WALL TYPE5 LEGEND EXISTING WALL5 TO REMAIN NEW PLUMBING CHASE WALL TO BE CONSTRUCTED OF 2x6 WOOD 5TUD5 o 16" O.G. WITH (1) LAYER OF 5/5" MOLD RESISTANT GYPSUM BOARD EACH 51DE TO UNDERSIDE OF CEILING. USE W.R. GEMENT BOARD AT AREAS TO RECEIVE TILE, USE MOLD RESISTANT GEMENT BOARD BEHIND TILE 0 BATH TILE SURROUND. SEE 5PEC5 NOTE: IF EXISTING WALL 15 CONCRETE BLOCK, PROVIDE FURRED OUT PLUMBIN& CHASE WALL EACH SIDE-G.G. TO COORDINATE + 6.. V SAW GUT EXISTING CONCRETE SIDE WALK AS PER NEW CONCRETE RAMP AND LANDING. 5EE DETAIL 4/A-3 (TYP) REMOVE EXISTING DOOR 4 FRAME. I NF I LL OPENING WITH NEW CONSTRUCTION TO MATCH EXISTING LOCATE PTAG UNDER WINDOW. PROVIDE OPENINO AND NEW LINTEL AS REQUIRED. 5EE DETAIL 4/A3 -I PROVIDE STRUCTURAL REINFORCEMENT TO ACCOMMODATE 60AB BARS - MIN. 20 6A. SHEET METAL. (TYP) 6" 3'-O" MR -1 sz -- _ � +6 0 Z = < m m qAL O� r� m RI 1 O WALL TYPE5 LEGEND irm EXISTING WALL5 TO REMAIN NEW PLUMBING CHASE WALL TO BE CONSTRUCTED OF 2x6 WOOD STUDS a 16" O.G. WITH (1) LAYER OF 5/8" MOLD RESISTANT GYPSUM z BOARD EACH 51DE TO UNDER51DE OF CEILING. USE W.R. GEMENT o BOARD AT AREAS TO RECEIVE TILE, USE MOLD RESISTANT m GEMENT BOARD BEHIND TILE a BATH TILE SURROUND. SEE SPECS A 1/4' = I' -C FIXTURF. LONA ITEM DE516. ITEM DESCRIPTION MANUFACTURER MODEL No. REMARKS 66-1 GRAB BAR BOBRICK B -6806x36 PORCH 6132 GRAB BAR BOBRICK 8-6806x42 CAULK AROUND PERIMETER TTD-1 TOILET TISSUE DISPENSER BOBRICK EXIST. SHEATH I NG IUB MG -I RECE55ED MEDICINE CABINET BOBRICK 5-3q1 WOOD BLOCKING AS REQUIRED MR -1 MIRROR BOBRICK B-16581856 NEW TRELLIS 50-I 50AP DISPENSER BOBRICK B-2111 _ PLYWOOD (TYP) PTD -1 PAPER TOWEL 0I5PEN5ER/WA5TE RECEPTACLE BOBRIGK B-369 REINFORCEMENT TO 5T-1 SURFACE MOUNTED 50AP 015H BOBRICK B-6801 TB -I SURFACE MOUNTED TOOTHBRUSH HOLDER BOBRICK 8-16191 STONE ` W0-1 WATER CLOSET (HANDICAPPED) SEE PLUMBING DRAWIN65 CERAMIC FLOOR TILE 1'-5" A.F.F. MOUNTING HEIGHT TO TOP OF SEAT NC -2 WATER CLOSET SEE PLUMBING, DRAWIN65 2x WOOD HEADER AS ' I'-1" A.F.F. MOUNTING HEIGHT TO TOP OF SEAT L-1 LAVATORY (HANDICAPPED) SEE PLUMBING DRAWINGS MECHANICAL DWG'S. FOR UNIT STANDARD FAUCET WITH LEVER HANDLES L-1 LAVATORY SEE PLUMBING DRAWIN65 6A. SHEET METAL. STANDARD FAUCET WITH LEVER HANDLES TUB -I TUB SEE PLUMBING DRAWIN65 PERIMETER w TUB -2 TUB (HANDICAPPED) SEE PLUMBIN6 DRAWINGS 5/5" MOLD RE51TANT GYP. BD. I' -O 5H-1 SHOWER STALL SEE PLUMBING DRAWIN65 G _I UR -I URINAL SEE PLUMBING DRAWINGS ACCOMMODATE MANUAL URINAL FLUSHOMETER VALVE PLYWOOD FASTENING NOTE) GB21 1 3/4" MANUFACTURED NEW WOOD BASE STONE FACING WATERPROOF INTERIOR SIDE GRAB BAR FOR BATHTUBS AS PER 1`I6 601.4.2 IGG/AN51 AI11.1-Iggb CONTROLS REAR WALL GRAB BAR A5 PER FI6 604.5.2 IGG/AN51 AI11.1-14gb REINFORGIN6 FOR GRAB BARS. Ro,. TU AS PER IGG/, 12 4 F - -7- 5 B 2 6B -I i aA - 66-2 TTD-I_ r a QOM P _laaa EXI5TING BEAM 5/51, U56 TYPE "X" FIRE-/ RATED- 6YP. BD. RE 1 SL I ENT CHANNELS a 16110.0. EXIST. PREFABRICATED WOOD TRUSSES NEW COLUMN ENCLOSURE -SEE ELEVATIONS FOR DETAILS NEW COLUMN ENCLOSURE -SEE ELEVATIONS FOR DETAILS NOTE: rn ALL LUMBER USED FOR EXTERIOR APPLICATIONS SNALL BE Ar.07REATED 2x' WOON HEADER AS REQUIRED 3/4" P.T, PLYWOOD (5EE PLYWOOD FASTENING NOTE) CONT. ALUM. FLASHING QCAULK AROUND PERIMETER 2 AIR INFILTRATION BARRIER 3/4" P.T.. PLYWOOD (5EE PLYWOOD FASTENING NOTE) 1 3/4" MANUFACTURED STONE — FAC I N6 •NON PERMANENT SEAT MOTEL t RmTAwm REINFORCEMENT TO WOOD CASING 4 2x WOOD HEADER AS REQUIRED — -CLEAR FLOOR SPACE FOR NEW SIDING NEW CONT. ALUM. FLASHING PORCH SHEET METAL. (TYP) RAILING MIN. MAX. PLYWOOD (TYP.) -SEE CAULK AROUND PERIMETER ON AN AS NEEDED 5A515 2x8 AGO BLOCKING 305.3, IGC/ANSI AI11.1-Iggb EXIST. SHEATH I NG IUB UNIT MANUF. WOOD WINDOW FRAME NEW BEAM HANGER (30"x4b") WOOD BLOCKING AS REQUIRED EXISTING BEAMT. 51LL:'PLATE NEW TRELLIS NEW CEDAR SHINGLES OVER TYVEK VAPOR BARRIEROVER 3/4" P.T. ►n PLYWOOD (TYP) NEW COLUMN ENCLOSURE -SEE ELEVATIONS FOR DETAILS NOTE: rn ALL LUMBER USED FOR EXTERIOR APPLICATIONS SNALL BE Ar.07REATED 2x' WOON HEADER AS REQUIRED 3/4" P.T, PLYWOOD (5EE PLYWOOD FASTENING NOTE) CONT. ALUM. FLASHING QCAULK AROUND PERIMETER 2 AIR INFILTRATION BARRIER 3/4" P.T.. PLYWOOD (5EE PLYWOOD FASTENING NOTE) 1 3/4" MANUFACTURED STONE — FAC I N6 •NON PERMANENT SEAT MOTEL t RmTAwm REINFORCEMENT TO DETAILS I TYP. WALL SECTION 4 ACCOMMODATE GRAB -CLEAR FLOOR SPACE FOR R-13 BATT INSULATION BARS - MIN. 20 6A. q" 30" 21" SHEET METAL. (TYP) LAVATORY AS PER SECTION MIN. MAX. PLYWOOD (TYP.) -SEE - ON AN AS NEEDED 5A515 6RAB BARS BY 305.3, IGC/ANSI AI11.1-Iggb 15/8" METAL RUNNER (TOP 4 BOTTOM) IUB UNIT MANUF. WOOD WINDOW FRAME BY (30"x4b") WOOD BLOCKING AS REQUIRED NEW WINDOW -SEE FLOOR PLANS 4 -MARBLE SADDLE WINDOW SCHEDULE FOR TYPE PROVIDE STRUCTURAL ►n (SEE DETAIL 5/A-3) Zri EXISTING GONG BLOCK r REINFORCEMENT TO WALL O WOOD BLOCK I N6 AS REQU I RED CONTROLS WOOD CASING WATERTABLE ACRO55 ENTIRE LENGTH OF LOW ACCOMMODATE STONE ` 1 5/8" METAL RUNNER (TOP 4 BOTTOM) PROVIDE CERAMIC FLOOR TILE R-13 BATT INSULATION 51.011 r v GRAB BARS - MIN. 20r/5TRUCTURAL 2x WOOD HEADER AS ' Lu O LINE OF PTAG UNIT. SEE REQUIRED MECHANICAL DWG'S. FOR UNIT CONT. ALUM. FLASHIN6 > p z INFORAMTION 6A. SHEET METAL. CAULK AROUND PERIMETER w REINFORCEMENT TO WATER CLOSET POSITION w 5/5" MOLD RE51TANT GYP. BD. I' -O (TYP)5D-2 4 -O G _I I ACCOMMODATE FROM SIDE WALL AS PER FIG PLYWOOD FASTENING NOTE) GB21 1 3/4" MANUFACTURED NEW WOOD BASE STONE FACING WATERPROOF INTERIOR SIDE 2 " OF EXIST. GONG. BLOCK WALL GRAB BARS - MIN. 604.2 IGC/ANSI AI11.1-1998 Rim\\\ 20 6A. SHEET METAL. (TYP) CLEAR FLOOR SPACE -,tv' F:I mo o' U' ;fl TTD-17= WG -I g < I Q REQUIRED FOR WATER o -I - a� m o yMAX CLOSET A5 PER FI6 N m m n In m 7UB-.2 m m 604.3.1 I0G/AN51 r All1.l-IggB 5. REMOVABLE LAVATORY SIDE WALL 6RAB BAR ¢ r- COVER FOR PIPE AS PER FI6 604.5.1 O OB PROTECTION IGC/ANSI AI11.1-14q& ELEVATIONS R-13 BATT INSULATION 5/8" WATER PROOF GYP. BD. WOOD WINDOW FRAME NEW WINDOW -SEE FLOOR PLANS 4 WINDOW 50HEOULE FOR TYPE WOOD SILL WOOD BLOCKING AS REQUIRED WOOD CASINO LINE OF PTAG UNIT. SEE MECHANICAL DWG'S. FOR UNIT INFORAMTION 0 O z z x W w 5/8" MOLD RESITANT GYP. BD. NEW WOOD BASF- ASSEMBLY. ASEASSEMBLY. 5EE DETAIL a/A3-4 PROVIDE STRUCTURAL 1-1/2' O.D. HELM STEEL -� PIPE HANNAIL W/ 2' PIPE SLEEVE 4 SET SCREW. SALLIJSTM o 31-302 OCG. Pm E i PAINT MITE. o N HAND RAIL HEIGHT AS PER SECTION 505.4/NBi 2Q MUM SIDE WALK 'w s •.: • , .... " •+ ,; ,: .h' e• 4 b" 3 c,GT I ON THRU RAMF 3/4" = I' -O PL`I'NO:'DD FASTEN I NC NOTE: CONNECT TE PLYWOOD TO THE CMU WALL WITH POWDER ACTIVATED FASTENERS a 12" MAX. O.G. IN EACH DIRECTION. THE FASTENERS SHALL HAVE AN ALLOWABLL PULLOUT VALUE OF MIN. 35 L55. 4 A MIN. ALLOI%ABLE SHEAR VALUE OF 65 L55. THE FASTENERS SHALL BE MANUFACTURERED BY "HILTI" OR APPRO`/ED EQUAL. I I MOTEL t RmTAwm REINFORCEMENT TO DETAILS I TYP. WALL SECTION 4 ACCOMMODATE GRAB SCALERS NOTED R-13 BATT INSULATION BARS - MIN. 20 6A. q" 30" 21" SHEET METAL. (TYP) A MIN. MAX. PLYWOOD (TYP.) -SEE - ON AN AS NEEDED 5A515 6RAB BARS BY REVISED WINDOW CONFIa RATION5 15/8" METAL RUNNER (TOP 4 BOTTOM) IUB UNIT MANUF. WOOD WINDOW FRAME BY WOOD BLOCKING AS REQUIRED NEW WINDOW -SEE FLOOR PLANS 4 m WINDOW SCHEDULE FOR TYPE TUB -2 ►n Zri EXISTING GONG BLOCK r WOOD SILL +1 WALL O WOOD BLOCK I N6 AS REQU I RED 1-1/2' O.D. HELM STEEL -� PIPE HANNAIL W/ 2' PIPE SLEEVE 4 SET SCREW. SALLIJSTM o 31-302 OCG. Pm E i PAINT MITE. o N HAND RAIL HEIGHT AS PER SECTION 505.4/NBi 2Q MUM SIDE WALK 'w s •.: • , .... " •+ ,; ,: .h' e• 4 b" 3 c,GT I ON THRU RAMF 3/4" = I' -O PL`I'NO:'DD FASTEN I NC NOTE: CONNECT TE PLYWOOD TO THE CMU WALL WITH POWDER ACTIVATED FASTENERS a 12" MAX. O.G. IN EACH DIRECTION. THE FASTENERS SHALL HAVE AN ALLOWABLL PULLOUT VALUE OF MIN. 35 L55. 4 A MIN. ALLOI%ABLE SHEAR VALUE OF 65 L55. THE FASTENERS SHALL BE MANUFACTURERED BY "HILTI" OR APPRO`/ED EQUAL. I I MOTEL t RmTAwm P.T. SILL PLATE DETAILS I TYP. WALL SECTION 4 NEW CEDAR 5HINGLE5 SCALERS NOTED R-13 BATT INSULATION OVER TYVEK VAPOR HEET 9 OF 15 5/8" MOLD RESISTANT GYP. BO. BARRIER OVER 3/4" P.T. 2 EXIST. LINTEL -REPAIR EXIST. LINTELS PLYWOOD (TYP.) -SEE NFR ON AN AS NEEDED 5A515 PLYWOOD FASTENING NOTE REVISED WINDOW CONFIa RATION5 15/8" METAL RUNNER (TOP 4 BOTTOM) REV DATE WOOD WINDOW FRAME BY WOOD BLOCKING AS REQUIRED NEW WINDOW -SEE FLOOR PLANS 4 WINDOW SCHEDULE FOR TYPE ►n Zri EXISTING GONG BLOCK WOOD SILL +1 WALL WOOD BLOCK I N6 AS REQU I RED WOOD CASING WATERTABLE ACRO55 ENTIRE LENGTH OF LOW STONE ` 1 5/8" METAL RUNNER (TOP 4 BOTTOM) R-13 BATT INSULATION r v 2x WOOD HEADER AS ' Lu O LINE OF PTAG UNIT. SEE REQUIRED MECHANICAL DWG'S. FOR UNIT CONT. ALUM. FLASHIN6 > p z INFORAMTION x CAULK AROUND PERIMETER w w 5/5" MOLD RE51TANT GYP. BD. AIR INFILTRATION BARRIER 3/4" P.T. PLYWOOD (SEE PLYWOOD FASTENING NOTE) 1 3/4" MANUFACTURED NEW WOOD BASE STONE FACING WATERPROOF INTERIOR SIDE OF EXIST. GONG. BLOCK WALL TYP I GAL_ WALL. SECTION 3/4' = 11-0' TYP I GAL lel FIRE RATED CEILING A55EMBLY. SEE DETAIL al/A5-4 0 R-13 BATT INSULATION 5/8" MOLD RE515TANT GYP. BD. EXIST. LINTEL -REPAIR EXIST. LINTELS ON AN AS NEEDED BASIS 15/8" METAL RUNNER (TOP 4 BOTTOM) WOOD WINDOW FRAME WOOD BLOCKING AS REQUIRED NEW WINDOW-5EE FLOOR PLANS 4 WINDOW SCHEDULE FOR TYPE All WOOD SILL WOOD BLOCKING AS REQUIRED WOOD GA51 NG 1 5/8" METAL RUNNER (TOP 4 BOTTOM) R-13 BATT INSULATION LINE OF PTAG UNIT. SEE MECHANICAL DW6'5. FOR UNIT INFORMATION 5/8" MOLD RE51TANT GYP. BD. NEW WOOD BASE WATERPROOF INTERIOR SIDE OF EXIST. GONG. BLOCK WALL SECTION 5/4" = I -0il BUILDING FACE PREMOLDED JOINT FILLER TYP. • BOTH SIDES FILL SOLID WITH HIGH STRENGTH 6ROUT 4' GONG. RAMP W/ 6x6 10/10 WWrI OVER 6' 0"AGTED 6RANILAR FILL. PROVIDE b' HAUNCH a EACH END. MOTEL t RmTAwm EftroA M TOILET RIM,, ELEVATION,. DETAILS I TYP. WALL SECTION 4 DRAWN.BY GDB SCALERS NOTED CH KED BY NFR 3 HEET 9 OF 15 DRAWING NO. 2 q/25/06 MISCELLANEOUS REVISIONS NFR 1 allq/oe REVISED WINDOW CONFIa RATION5 NFR REV DATE DESCRIPTION BY FINISH FLOOR 4' GONG. RAMP W/ 6x6 10/10 WWrI OVER 6' 0"AGTED 6RANILAR FILL. PROVIDE b' HAUNCH a EACH END. EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING MOTEL t RmTAwm EftroA M TOILET RIM,, ELEVATION,. DETAILS I TYP. WALL SECTION 4 DRAWN.BY GDB SCALERS NOTED CH KED BY NFR 3 HEET 9 OF 15 DRAWING NO. 2 q/25/06 MISCELLANEOUS REVISIONS NFR 1 allq/oe REVISED WINDOW CONFIa RATION5 NFR REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING MOTEL t RmTAwm EftroA M TOILET RIM,, ELEVATION,. DETAILS I TYP. WALL SECTION DATE 2/5/06 DRAWN.BY GDB SCALERS NOTED CH KED BY NFR PROJECT 0112&.00 HEET 9 OF 15 DRAWING NO. E o v *1 If No. ol0��3 _,SiSi ■hili =• • • - EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING MOTEL t RmTAwm EftroA M TOILET RIM,, ELEVATION,. DETAILS I TYP. WALL SECTION DATE 2/5/06 DRAWN.BY GDB SCALERS NOTED CH KED BY NFR PROJECT 0112&.00 HEET 9 OF 15 DRAWING NO. E o v *1 If No. ol0��3 _,SiSi FTH f STASE�� ........... LANDING IIT • II" Eu i - - - -------------- L L --I[][ IRMA] . ............ I -IT • 11 I 0— F 211 17TH• I I �, 4 "� I I I I I I I I I I I I I I I I I - � 4 _ IL I 6'-0" VARIES COLUMN ENCLOSURE TYP 4 = UP =1= I= _ - - - - - = _ = 11 DECORATIVE TRELLIS: CONTRACTOR 15 TO CONSTRUCT TRELLIS PANELS I I I I I I I I o UP I I I— I I o r• I 1 1/2" DIA. HAND I FROM ALUMINUM TUBING, POWDER GOAT WHITE. WIDTH VARIE5, =1= I = =1= I =1= _ =1= �11` = =1== RAIL(�,)CONTRACTOR 15 TO VERIFY ALL DIM. IN FIELD BEFORE GON5T. OF PANELS. - GUARD RAIL (TYP) 1 1/2" DIA. HAND 1 1/2" DIA. HAND 2x12 WOOD NEW RAILINC75: REPLACE EX15TI�NCP RAiLIN65 WITH PERMAPORCH RAIL (TYP) 5TRIN6ERS RAILIN65, SAVANNAH WITH 1 V SQUARE PICKETS AND DECORATIVE RAIL (TYP) I TARCH AS O E 42"INDICATED. AFIX TO DECORATIVE COL. ENCLOSURE- ILIN6 15 GUARD RAIL (TYP) GUARD RAIL (TYP) I'-3" I'-3" I'-3" 5.. 2x 12 WOOD 2x 12 WOOD STRI N6ER5 STRINGERS N6ER5 4'-0" STAIR PLAN STS I iz PLAN STS I i� PLAN I V,�. ■ILO• � �4� ■ 1�-O• � V40 ■ I'I.O' Oz m� H 11 11 11 1 LII 11 11 11 5'-4" 5'-5' + 5'-q" + VINYL SUPPORT 5'-5" 5'-0" P05T (TYP) T_1 I/2" SQUARE P05T I I/2" SQUARE P05TI 8 I TYP I GSL RA I L I NC ELEVATION 1 1/2" SQUARE RAILING I 1 1/2 5QUARE RAILING AT MOTEL FIRST FLOOR 9/4• ■ l%V VERTICAL SUPPORT 1 / 1 P05T (TYP) 1 i 11 1/2" DIA. HAND RAIL 1 � GUARD RAIL CONTRACTOR 15 TO VERIFY ALL DIMENSION5 IN THE FIELD. DIMENSION BETWEEN POSTS / \ \ � ARE APPROX. +, NEW RAILINGS: REPLACE EXISTING RAILINGS WITH PERMAPORCH VER ICAL SUPPORT RAILIN65, "SAVANNAH" W " WITH I SQUARE PICKETS AND DECORATIVE PO5 (TYP)b 10,ARCH AS INDICATED. P05T ARE TO BE SQUARE DECK POSTS WITH = POLY -PYRAMID TOP - RAILING 15 TO BE 42" H. 1 1/2" DIA. HAND RAIL 'A +, '4 • 6 -II" VARIES WA5V RAIL I N 6" x 6" RAILING I _ - 51, I P05T (TYP) "TIMBERTECH" DEGKIN6 TY 0 COLOR: CEDAR (TYP) fY h 00 12" WOOD 5TRIN6ER I "TIMBERTECH" DEGKIN6 COLOR: CEDAR (TYP) ii +� I 12" WOOD 5TRIN6ER z \ m� :r GONG. FOOTING 4 I s .•• . ' I GONG. FOOTING ' VINYL SUPPORT L - ` P05T (TYP) \ 2'-O" / / 15'-'1° 4'-0' :� - - I -IT • 11" IIT • 11 ' 9 STS I i� S GTI ON STAIR SECTION 8 V21 1W 7 T*rP I GAL iA I L I NC ELEVATION. 5 1-" NO TO WLM WARW Nit I O AT MOTEL SECOND FLOOR i RESTAURANT 4 6-94=0/6 NO 1b CNet MR 2 +W46 MW TO MLM Mt"W Nm HAND RAIL (TYP) 1 Wm TO PrA N1! SUB DATE DESCRIPTION BY EHASZ COACALONE 12/2" 5QUARE ARCHITECTS, P.C. PERMAPORCH RAILING 1 2/2" SQUARE "SAVANNAH" (TYF) PERMAPORCH RAILING PORCH RAIL (TYP) 431 CONKLIN STREET "SAVANNAH" (TYP) FARMINGDALE, NEW YORK 11735 1 1/2" SQUARE PERMAPORCH 1 1/2" 5QUARE PERMAPORC TEL:(516)420-8383 FAX:(516)420-0195 POST "SAVANNAH" WITH" POST SAVANNAH WITt' POLY -PYRAMID TOP RAILINGm THESE PLANS ARE AN POLY -PYRAMID TOP RNLI AT 5'-6" HIGH (TYP) AT 5'-6" HIGH (TYP) INSTRUMENT OF SERVICE "TIMBERTEGH" II" " NOSING (TYP) n AND ARE THE PROPERTY ;oo oa❑fol ' OF THE ARCHITECT ❑❑❑ ❑❑❑ DEGKIN6 COLOR: INFRINGEMENTS WILL BE CEDAR (TYP) PROSECUTED +, "TI1„ IBERTECH" WOOD COMP051TE PROJECT " NOSING (TYP) EXIST. WOOD FASCIA � CEDAR (�LOR: �� 6 �� GH SANTORINI BEACH EXIST. WOOD BLOCKING RESORT EXIST. 2x WOOD DECK 2x6 WOOD STRINGER D 3800 DUCK POND ROA FRAMING •F`Ft CUTCHOGUE, NEW YORK 11935 2x6 WOOD STRINGER a . � STEEL ANGLE LA66ED TO GONG. 2x12 WOOD i 4 4 4 a E STAIR STRINGER STRINGER (TYP) agoGONG. FOOTING 4. Jr a DATE 2/5/06 DRAWN BY 605 EG EQ SCALEA5 NOTED CHECKED BY NFR 2'-0" PROJECT 07126.00 SHEET to OF 15 STS I i� L7 T I L STAIR DETAIL 8 SECTION ® STAIR E ED ` DRAWING NO. 6 1 • ■ Iti.p. 11/2' •ILO' I I/2 ■ Io` ,,ul_ 0 fn2 F� ~�• 010443 ya0 DFTyf STATE OF �� C COLUMN (TYP) SEE SECTION BELOW 5TANDING SEAM METAL ROOF 'S 3 - CONGEAL VERTICAL LEADER WITHIN COLUMN 2 ENCLOSURE. SEE SITE 3_ DRAWINGS FOR STORM DRAINAGE INFORMATION f STRUCTURAL BEAM. (2) 2x 12's ACG TREATED, BOLTED TOGETHER (TYP) COLUMN (TYP) 6x6 WOOD POST GONG. PIER FOOTINC5. 12" DIA. CONCRETE PIER FOOTING- (TYP) 1 I z I I � I I L J 4'�TYPlG NEW RIDGE VENT NEW PARALLAM BEAM TYPICAL ROOF CONSTRUCTION: 50 YR. ASPHALT 5HINCLES OVER ICE 4 DAM SHIELD UNDERLAYMENT OVER 1/2" GDX PLYWOOD ON 2x10 ROOF RAFTERS • 16" O.G. P05T DOWN TO GONG. BLOCK WALL — BELOH (± 14'-0" O.C) FILL CF' L5 50LID REMOVE EXIST. ROOF. SHINGLES, RIDGE VENT, UNDERLAYMENT, ETC. DOWN TO EXIST. SHEATHING, �c^ TRELLIS 12 STAND I N6 SEAM METAL ROOF JI ° PROVIDE 2'-0" x 2'-0" GUT -OUTS IN EXIST. I I PLYWOOD SHEATHINGS TO PROVIDE VENTILATION TO NEW ATTIC, SPACE. PROVIDE TWO GUT -OUTS EVERY VENTED SOFFIT OTHER UNIT SPACE 5,1171 N6, ,AREA PVC COLUMN ENCLOSURES, PERAWRAP, FLUTED, REGE55ED PANEL, 6" WIDE X 5'+- HIGH, COLOR: WHITE. ;r L01�1gn me w F OR055 SECT I Oil 8 AT EAST WING BUILDING V4" ■ 1'-O" STANDING SEAM METAL ROOF COLUMN (TYP, SEE STRUCTURAL DRAWINGS GONG. PIER FOOTIN65. 5EE WALL SECTION 4 BELOW E METAL PANEL ANCHOR CLIP GUARD SHIELD 5/4" P.T. PLYWOOD EAVE TRIM 57MOTURAL HEADER. SEE 5TRUGTURAL DRAHING5 FASCIA TRIM 2x10's ACG TREATED ROOF RAFTER2 • 16" O.G. COLUMN 5ELOH NATE: INSTALL STANDING SEAM METAL ROOF AS PER MANUFACTURERS SPECIFICATIONS 5TANDIN6 METAL RC COLUMN (l SEE STRUGTUR DRAWING° GONG. PIER FOOTING5. SEE WALL SECTION 4 BELOW 3 HIP GAP NEOPRENE CLOSURE "Z" CLIP CLOSURE ANCHOR CLIP 5TANDING SEAM METAL PANEL 5/4" P.T. PLYWOOD 2x 10's ACG TREATED ROOF RAFTER2 • 16" O.G. 2x12 HIP RAFTER EV NOTE SEE DETAIL 10/A5-5 FOR LOAD PATH TRANSFER CONNECTION DETAILS FOR ALL NEW CONSTRUCTION nE�1/E DEs � I L �ET,41 L � n1��LLEY DETA I L 0❑ VENTED SOFFIT 5/6" U56 TYPE "X" FIRE RATED GYP. BD. RESILIENT CHANNELS • 16" O.G. ALUM. CUTTER 1x6 "AZEK" FA501A BOARD nDFT�iL NEW ASPHALT SHINGLES OVER ICE 4 DAM SHIELD UNDERLAYMENT NEW 1/2" GDX PLYWOOD SHEATHING, NEW 2x 10 ROOF RAFTERS • 16" O.G. EXIST. SHEATHING, TO REMAIN. (SEE NOTE ON BLDG-. SECTION 6/A5-5 RE6ARD I NG- VENTILATION OF THE NEW ATTIC, SPACE) EXIST. 2x ROOF RAFTER TO REMAIN PERMAPORGH BEADED CEILING, PANEL (VENTED) EXIST. HEADER TO REMAIN PVC COLUMN ENGLO5URE "'C15T. CMU WALL °PARATINC DWELLING ll T5 • 14'-0" ± O.G. N.I.F.) nPL,4N v fLT.9. STAND I NG- SEAM METAL PANEL � ANCHOR CLIP GUARD SHIELD 3/4" P.T. PLYWOOD 2x 10's AGQ TREATED ROOF RAFTER2 • 16" O.G. VALLEY PAN - PITCHED TO ACCOMMODATE DRAINAGE - SEE SITE DRAINAGE DRAWIN65 FOR LEADER LOCATIONS COIL STRAP 0520 ACROSS ALL RIDGES • 16" O.G. (5) IOD NAILS EACH Q SIDE OF RIDGE 0 z z NEW CONT. RIDGE VENT NEW STRUCTURAL RIDGE - 3.5" x 11.8"75" / 2.OE PARALLAM - TRU5 .1015T -MACMILLAN -USE LONGEST LENGHT5 AS ARE READILY AVAILABLE NEW ASPHALT SHINGLES OVER ICE 4 DAM SHIELD UNDERLAYMENT NEW 1/2" GDX PLYWOOD 5HEATHIN6 NEW 2x10 ROOF RAFTERS • 16" O.G. NEW 2x4 ACG STUD EACH SIDE OF STRUCTURAL RIDGE WITH BLOCKING, BETV�EEN 5UPPORTIN6 STRUCTURAL RIDGE EXIST. SHEATHING, TO REMAIN EXIST. 2x ROOF RAFTERS TO REMAIN ATTACH NEW 2x4's TO EXIST. RIDGE NSE BLOCK I NG- A5 REQU I RED) BLOCKING (TYP) FIRESTOPPING: PROVIDE DRAFT5TOPPING IN ATTIC, AT EVERY OTHER DWELLING UNIT 5EPERATION WALL AS PER SECTION "71-1.4.2, EXCEPTION *3. DRAFTSTOPPIN6 SHALL BE INSTALLED ABOVE AND IN LINE WITH THE DWELLING UNIT 5EPERATION WALL, COMPLETELY 5EPERATIN6 THE ATTIC 5PAGE5. THE DRAFTSTOP SHALL CONSIST OF ONE LAYER OF 5/6" THICK 6YP5UM BOARD SECURELY ATTACHED EITHER TO METAL OR HOOD 5TUD5 (SEE DETAIL 12/A3-3). PROVIDE SEALANT AT EDCE5 OF GYPSUM BOARD TO ENSURE ADEQUATE 5EPERATION. P05T DOWN TO GONG. BLOCK WALL BELOW (• 14'-O" O.C. FILL GELL5 SOLID AND INSERT 2x4's MIN. 3'-0" INTO CONCRETE BLOCK WALL FLOOR :H STRUCTURAL RIDGE FILL MIN. 3 0ELL5 SOLID �DET�IL 5/6" GYP. BD. METAL OR HOOD STUD �FIRESTOP DET�hIL KT.s. •. -< :r err r • Q _ _ DATE 2/5/0e DRAWN BY CDB SCALERS NOTED CHECKED BY NFR PROJECT o11280o SHEET 11 OF 15 \S�ERED ,,R DRAWING NO. Q�a AUL m Z G � ©Kul - -. , r _ . .LM 0 = _. .. Lim Lin EHASZ GOACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY❑❑❑ ❑❑❑ o OF THE ARCHITECT o00 ❑❑ 0 O INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 AN G�IMO�r �AI�„�VATI� DATE 2/5/0e DRAWN BY CDB SCALERS NOTED CHECKED BY NFR PROJECT o11280o SHEET 11 OF 15 \S�ERED ,,R DRAWING NO. Q�a AUL m Z G � � ti f�F 0-0104s off SfiA7E �F NOTE: HARDWARE / KEYING REQUIREMENTS G.G. TO VERIFY ALL EXISTING DOOR OPENING COORDINATE HAROWAREXEYING 51ZE5 PRIOR TO ORDERING NEW DOORS FZWIREMENTS WITH BUILDING OWNER 5/4" P.T. PLYWOOD 10 GA51 N6 AIR INFILTRATION BARRIER UNDER�iDE OF NEW SIDIN6 OR STONE FACING STEEL BEAMS 3/4" P.T. PLYWOOD GABLE DRUM b AIR INFILTRATION SYSTEM HORIZONTAL ANGLE TORSION BAR A4-1 lu EXIST. GONG. BLOCK WALL WATERPROOF INTERIOR SIDE 1 � CONTACT DOOR MFR. FOR OF GONG. BLOCK WALL TAPERED R!'�/ERSE TOR51ON SPRING REGiUIREMENTS 2 1/2" METAL STUD WOOD BLOCKING ANGLE WOOD DOOR STOP cm R-13 BATT INSULATION I" 5" 5/8" WATERPROOFED GYP. BD. F.T. WD. BLOCKING F.T. WD. BLOCKING OPENING WIDTH CONTACT DOOR HEAD I MANUFACTLRER FOR 5 DOOR WIDTH FASTENER TYPE AND I/4" CLEAR TEMPERED SPACING REQUIREMENTS. WD. DOOR STOP R-15 BATT INSULATION ALUM. 4 6LA55 DOOR 5/8" WATERPROOF GYP. BD. (SEE DOOR SCHEDULE) " HEAD JAME3 DETAIL. WD. DOOR GA51N6 4 WOOD DOOR CASING WD. DOOR CA51NCP s o o i� AT DOOR I W ■ 1%-O' HEAD DOUBLE 15/8" METAL STUDS ` A4 -I uilfl � o ,= PRE-HUN6 DOOR WATERPROOF INTERIOR 1/4" CLEAR TEMPERED -�n (SEE DOOR SCHEDULE) 51DE OF EXIST. CONC. ALUM. 4 6LA55 DOOR rl� BLOCK WALL (SEE DOOR SCHEDULE) I' F.T. WD. BLOCKING ' CONT. WEATHERSTRIPPING 4 F.T. WD. SLOGKIN6 e PRE -HUNG DOOR AIR INFILTRATION BARRIER 3/4" P.T. PLYWOOD NEW SIDIN6 4 HFAD/JAMB DATA I L ,4,HEAD/JAMB DETAIL DATA I L PAITECTION THRU 011! fiZ AD DOOR PA�VERHEAD DOOR INT. �Lr=\ 3 3 �ATNOW i" RA#C I V2' ■ I' -O G.MIJ.WALL I V2 ■ I% -w AT AiL�JM./�LAdb DOOR I V2' ■ 1'-0" 6 COG I/s' ■ I'�-O' iOR lig' ■ I'1 -o' 2 1 4/25106 M1SCELLANM 1;EVISIONS NFR REV DATE DESCRIPTION BY 9 8 "AZEK" DOOR CA51N6 6 5 T-" WO TO UM VrM MW Nit 4 6-94"Gib MW TO GrMM:1t Nit 5/4" x 4" "AZEK" 3 M-0 M -IV TO WL M'Id PrMrOIT N'R DOOR TRIM 2 44046 WO TO aJM.DN6 DrAR'iMIT NM 1 44" NO TO PIA N'R SUB DATE DESCRIPTION BY EHASZ COACALONE ARCHrTECTS, P.C. SEE DOOR SGHEULE FOR 431 CONKLIN STREET TYPE FARMINGDALE, NEW YORK 11735 "AZEK" DOOR TEL:(516)420-8383 FAX:(516)420-0195 SILL THESE PLANS ARE AN INSTRUMENT OF SERVICE o❑❑ o❑o ❑ ■o❑ o■ ❑■ ' OF THE ARCHITECAND ARE THEOT ERTY ❑❑o ❑❑ ❑❑ VARIES INFRINGEMENTS WILL BE PROSECUTED EXTERIOR VIEW SANTORINI BEACH TVP. DOOR ELEVATION RESORT I I V�' ■ I'-0' 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING DATE Zg/pb DoomsA BCHEDUL-rz SCALEAS NOTED CHECKED BY NFR PROJECT M12600 SHEET 14 OF 15 DRAWING NO. D AFR? py COT OL 01 0 NO ,SOF TH b' -O" DOOR DOOR FRAME AD/ SILL U� LABEL REMARKS LEAF W H T MAT FIN TYPE MAT FIN TYPE SEI. 3�_p�� �_ �� -jl O -�I`-I - A 1 3'-0" b' -b" 15/4" WD 5T A WD ST 3 -_ -_ ___ _ 6LA55 PANELS HANDICAP LEVER TYPE HANDLE (SEE HARDWARE SET) SOLID GORE WOOD 2', 6• I g'_p° a HANDICAP LEVER TYPE HANDLE (SEE HARDWARE SET) SOLI D GORE WOOD CLEAR ANOD I ZED o ki HANDICAP LEVER TYPE HANDLE (SEE HARDWARE SET) SOLID GORE WOOD 3'-0' "6 I'_b"0121-611 HANDICAP LEVER TYPE HANDLE (SEE HARDWARE SET) 50L I D GORE WOOD -�I`--I """"" " ""'—" 2' SEE SCHEDULE " ry ALUM. OVERHEAD 6ARA6E DOOR 2" AI I 3'-0" 6'-b" 13/4" WD ST A WD ST 4-- -- --- - B 1 2' -O"61 -b" 15/411 WD ST A WD 5T 3 9 -- --- - BI 1 2'-0" 6'-b" 13/4" WD ST A WD ST 3 82 1 2'-0" 6'-b" 15/4" WD ST A WD 5T 3 SIM G 1 24" 6'-b" 15/4'. WD ST A WD ST 3 -- --- --- - GI 1 2'-b" 6'-b" 13/4" WD ST A WD 5T 3 -- -- --- --- FP5G DOOR WITH SOUND ATTENUATION BASE SEAL; PROVIDE DEAD -LOCKING CAPABILITY (GOORD. WITH OWNER) D I Y -O" 6'-b" 15/4" WD 5T A WD 5T 3 -- -- --- - DI I 3'-0" b' -b" 13/4" WD 5T A WD ST 3 --- -- --- - D2 2 3'-0" b' -b" 13/4" WD ST A WD 5T 3 E 1 b'-0" b'-0" 15/4" ALUM PT A HM PT 4 b --- --_ _— _ pyERJHEAD DOOR F 2 2'-b" 6'-b" 1 3/4" WD I ST A WD ST 3 -- -- --- -- 6 I 3'-0" b' -b" 13/4" AUGL -- A AL -- 5 10 -- --- --- H 1 3'-0" T-0"115/4" WD 5T A WD 5T 3 -- --- --- -- I 1 2'-6" 6--b-11 3/4" WD 5T A WD 5T 3 -- --- --- - DOUBLE SWING NARROW STILE ALUM. FRAMES !/4" WIRED CLASS HOLLOW METAL, SOLID GORE P4000 DOOR ALUM. PRAMS 6LAS5 EY Q A Ef 1/4" TEMPERED 43 OR ALUM. FRAME. SEE DOOR SGHED. CARPET FLOOR DOOR (SEE DOOR SGHE.Dj D O O R F R A M E 6LASS ANDICAP LEVER TYPE HANDLE (SEE HOLLOW METAL PRAME HANDICAP AGGESBIDLE ALUM. NON $KID SADDLE. LEAF NO. OF LEAVES HARDWARE SET - SEE SPECIFICATIONS TYPE FRAME TYPE - SEE 2/Ab-1 HANDICAP TYPE (5EE HARDWARE SET) " WYOND - w " CERAMIC TILE SET IN FULL SEALANT DED W LEAF WIDTH 5C SELF CLOSING MAT FRAME MATERIAL: WD WOODW METAL HM SOLID GORE HANDLE HARDWARE SET) SOLID GORE SOLID GORE FINISH MIMEDFLOOR(SEE J H LEAF HEIGHT WOOD 'WOOD WOOD S TYf STH y$ FIN FRAME FINISH: SPT-- STAINED O O o o A o ' TO MATCH SADDLE EXPANSION DOLTS • 1'-O' 04. TYPE RAMS NOTT4 THIN SET DED MAT DOOR MATERIAL: WD WOOD LABELFIRE RATED A55EMMY: A = 3 HOUR HM HOLLOW METAL (RATED DOOR TO BE B = 1-1/2 HOUR FIN DOOR FINISH: SELF-GL051N6) G = 3/HaR 4 HOUR 2i�M I�OOi� - -Yfi' � i�AM Nfi' MARBLE SADDLE DETAIL ALU1�. SADDLE 1�ETA I QT PAI�f� E 2 a I = EXTERIOR V4' ■ I�-O' V4' ■ I�-O' I tw ■ P -W I V�' ' 1�- F = I HOUR EXTERIOR NOTE: HARDWARE / KEYING REQUIREMENTS G.G. TO VERIFY ALL EXISTING DOOR OPENING COORDINATE HAROWAREXEYING 51ZE5 PRIOR TO ORDERING NEW DOORS FZWIREMENTS WITH BUILDING OWNER 5/4" P.T. PLYWOOD 10 GA51 N6 AIR INFILTRATION BARRIER UNDER�iDE OF NEW SIDIN6 OR STONE FACING STEEL BEAMS 3/4" P.T. PLYWOOD GABLE DRUM b AIR INFILTRATION SYSTEM HORIZONTAL ANGLE TORSION BAR A4-1 lu EXIST. GONG. BLOCK WALL WATERPROOF INTERIOR SIDE 1 � CONTACT DOOR MFR. FOR OF GONG. BLOCK WALL TAPERED R!'�/ERSE TOR51ON SPRING REGiUIREMENTS 2 1/2" METAL STUD WOOD BLOCKING ANGLE WOOD DOOR STOP cm R-13 BATT INSULATION I" 5" 5/8" WATERPROOFED GYP. BD. F.T. WD. BLOCKING F.T. WD. BLOCKING OPENING WIDTH CONTACT DOOR HEAD I MANUFACTLRER FOR 5 DOOR WIDTH FASTENER TYPE AND I/4" CLEAR TEMPERED SPACING REQUIREMENTS. WD. DOOR STOP R-15 BATT INSULATION ALUM. 4 6LA55 DOOR 5/8" WATERPROOF GYP. BD. (SEE DOOR SCHEDULE) " HEAD JAME3 DETAIL. WD. DOOR GA51N6 4 WOOD DOOR CASING WD. DOOR CA51NCP s o o i� AT DOOR I W ■ 1%-O' HEAD DOUBLE 15/8" METAL STUDS ` A4 -I uilfl � o ,= PRE-HUN6 DOOR WATERPROOF INTERIOR 1/4" CLEAR TEMPERED -�n (SEE DOOR SCHEDULE) 51DE OF EXIST. CONC. ALUM. 4 6LA55 DOOR rl� BLOCK WALL (SEE DOOR SCHEDULE) I' F.T. WD. BLOCKING ' CONT. WEATHERSTRIPPING 4 F.T. WD. SLOGKIN6 e PRE -HUNG DOOR AIR INFILTRATION BARRIER 3/4" P.T. PLYWOOD NEW SIDIN6 4 HFAD/JAMB DATA I L ,4,HEAD/JAMB DETAIL DATA I L PAITECTION THRU 011! fiZ AD DOOR PA�VERHEAD DOOR INT. �Lr=\ 3 3 �ATNOW i" RA#C I V2' ■ I' -O G.MIJ.WALL I V2 ■ I% -w AT AiL�JM./�LAdb DOOR I V2' ■ 1'-0" 6 COG I/s' ■ I'�-O' iOR lig' ■ I'1 -o' 2 1 4/25106 M1SCELLANM 1;EVISIONS NFR REV DATE DESCRIPTION BY 9 8 "AZEK" DOOR CA51N6 6 5 T-" WO TO UM VrM MW Nit 4 6-94"Gib MW TO GrMM:1t Nit 5/4" x 4" "AZEK" 3 M-0 M -IV TO WL M'Id PrMrOIT N'R DOOR TRIM 2 44046 WO TO aJM.DN6 DrAR'iMIT NM 1 44" NO TO PIA N'R SUB DATE DESCRIPTION BY EHASZ COACALONE ARCHrTECTS, P.C. SEE DOOR SGHEULE FOR 431 CONKLIN STREET TYPE FARMINGDALE, NEW YORK 11735 "AZEK" DOOR TEL:(516)420-8383 FAX:(516)420-0195 SILL THESE PLANS ARE AN INSTRUMENT OF SERVICE o❑❑ o❑o ❑ ■o❑ o■ ❑■ ' OF THE ARCHITECAND ARE THEOT ERTY ❑❑o ❑❑ ❑❑ VARIES INFRINGEMENTS WILL BE PROSECUTED EXTERIOR VIEW SANTORINI BEACH TVP. DOOR ELEVATION RESORT I I V�' ■ I'-0' 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING DATE Zg/pb DRAWN BY GDB SCALEAS NOTED CHECKED BY NFR PROJECT M12600 SHEET 14 OF 15 DRAWING NO. D AFR? py COT OL 01 0 NO ,SOF TH