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HomeMy WebLinkAbout38539-Z Town of Southold Annex 1/2/2014 P.O. Box 1179 54375 Main Road ~Q Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36677 Date: 1/2/2014 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 61560 CR 48, Greenport, SCTM 473889 Sec/Block/Lot: 45.-2-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/2/2013 pursuant to which Building Permit No. 38539 dated 12/2/2013 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: front entry canopy to an existing health care facility as applied for The certificate is issued to San Simeon By The Sound (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Ant ed /ignat e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'e® SOUTHOLD, NY 7 5 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 38539 Date: 12/2/2013 Permission is hereby granted to: San Simeon By The Sound 61700 CR 48 _ Greenport, NY 11944 To: construction of a canopy to an existing health facility as applied for. This replaces BP 35807. At premises located at: 61560 CR 48, Greenport SCTM # 473889 Sec/Block/Lot # 45.-2-2 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 6/3/2015. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO - COMMERCIAL $50.00 Total: $300.00 Building Inspector 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) s-5 PERMIT NO. 35807 Z Date AUGUST 26, 2010 Permission is hereby granted to: SAN SIMEON BY THE SOUND PO BOX 2122 GREENPORT,NY 11944 for CONSTRUCTION OF A CANOPY TO AN EXISTING HEALTH FACILITY AS APPLIED FOR at premises located at 61560 CR 48 GREENPORT County Tax Map No. 473889 Section 045 Block 0002 Lot No. 002 pursuant to application dated AUGUST 20, 2010 and approved by the Building Inspector to expire on FEBRUARY 26, 2012. Fee $ 250.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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 I. 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: (ck-5(cCD T t Girt Mo House No. Street Hamlet Owner or Owners of Property: Sk S~ M E t by 7 jf E SOV jlj Suffolk County Tax Map No 1000, Section y 5 Block ~2 Lot Subdivision Filed Map. Lot: Permit No. ?j 5 3 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check ne) Fee Submitted: $ 4Ap ' nt Si e OF SOUhie 66 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)) REMARKS: l DATE ~ INSPECTOR -//)L ARCHITECTURE - 0 - CONSTRUCTION T H O M A S C A M P I C L I A, A R C H I T E C T P L L C 515 MADISON AvLNuE • SUITE 2201 • NEw YORK, NEW YORK 10022 T: 212.686.1858 E: taLtcaarctLCOm December 15. 2013 Town of Southold Building Department Town Hall Annex Building 54327 Route 25 PO Box 1179 Southold NY 11971 i Ref: San Simeon by the Sound J Entry Fabric Canopy DEC 19 ~13 ! Grcenport, New York JI T 'OLO To whom it may concern. We have reviewed the construction of the entry fabric canopy and rind that the meet the design and engineering criteria of the design drawings. The project is complete and we request a final `work complete' letter from the Town of Southold. Building Department Please let me know if you have any additional questions. Regards, Thomas Ca ig 'a. ~"9T 17 2i2, D FOF INcvq~ FIELD DATE COMMENTS - .yro FOUNDATION{IST) 1U' . aR . ~ y FOUNDATION (2ND) x " e cJt b ROUGH FRAXWQ & PLUMBING S CIO p INSULATION PER N. Y. STATIC ENERGY CODIC • ya FINAL - ADDITIONAL OMMENTS 4p 777 =77 77 p c A a 7 30 - ~1°x TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 LL Q~ 4 sets of Building Plans TEL: (631) 7651802 V I Planning Board approval FAX: (631) 7659502 Survey SoutholdTown.NorthForkuet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined '91111-1 .20 (0 Storrs-Water Assessment Form_ Contact: Approved ~ 20/0 Mail to Priscilla DeMasi : Disapproved a/c San Simeon by the Sound phone: (631) 477-2110 Expiration 20~~ APPLICATION FOR BUILDING PERMIT E2at____ Building Inspector Date May 20 20 10 INSTRUCTIONS be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 scale. Fee according to schedule. 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 Budding Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No budding 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 data 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. /L7 Sfd~ r~nrPd 7C yU?/1/L~ (Signature of applicant e, if a corporation) 61700 Route 48, Greenport, NY 11944 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of preen' s San Simeon By The Sound, Inc. (As on the tax roll or latest deed) Iff aa plicaa r lion, signature of duly authotid 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: 61700 Route 48 Greenport House Number Street Hamlet County Tax Map No. 1000 Section 45 Block 02 Lot 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Nursina Home - b. Intended use and occupancy Nursing Home - Adult Day Care 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work X - Front Canopy (Description) 4. Estimated Cost 7.000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Nursing Home 7. Dimensions of existing structures, if any: Front 234.3 Rear 234.3 Depth 194.2 Height 15 Feet Number of Stories One Dimensions of same structure with alterations or additions: Front No Change Rear No Change Depth No Change Height No Change Number of Stories No Chance 8. Dimensions of entire new conduction: Front No Change Rear No Change Depth No Change Height No Change Number of Stories No Change 9. Size of lot: Front 390 Feet Rear 390 Feet Depth 400 Feet 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated FaD ' t J h 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO X 13. Will lot be re-graded? YES_ NO X Will excess fill be removed from premises? YES_ NO 14. Names of Owner of premises Address Phone No. Name of Architect Thomas Campiglia Architect PLLAkddress 2P. A., M2. N«Yo NY 1W1e Phone No 212.686.1858 Name of Contractor Address 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: C Y OF~+1 r~/5 C' g / being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe V ! )a ~v igrv (Contractor, A t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and Me this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ar day of /)10.1 201c 7ZI No Public qto VN Signature of Applicant NVNWJ V e~k Town of Southold Erosion, Sedimentation & Storm-Water D Run-off ACTIONS MAY REQUIRE THE SUBMISSION OF A 45 /01 STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN -mi la- men' 4- CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within r' 1 Generated l i by a T Retain wo (2"Inch Rainfall on Shea ~~--~7(( the Scope of Work for Proposed Construction) / S'~ L O (This item will include all runoff created by she - ' t/' (S.F./Acres) El b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (S.F. I Apes) impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION (Pmdde Aaditipwi PNSa se Needed) 2 Does the Site Plan and/or Survey Show All Proposed - Drainage Structures Indicating Size & Location? This Item shall Include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. / - 3 Does the Site Plan and/or Survey describe the erosion r'~I and sediment control practices that will be used to , Pu' control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 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? Will this Application Require Land Disturbing Activities - Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the / Site? Is this Project within the Trustees jurisdiction ? General DEC SWPPP Requirements: or within One Hundred (100') feet of a Welland or Submission of a SWPPP Is required for all Construction activities Involving soh Beach? disturbances of one (1) or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are pan of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical Rim to ? Including Construction activities Involving soil disturbances of less than one (1) acre where One Hundred (100') of Horizontal Distance? the DEC has detwimbed that a SPDES permit Is required for stone water discharges. ( SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious ? for Storm Water Discharges from Construction activity - Permit No. GP-040-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1. The SWPPP shall be prepared prior to the submMal of the NOT. The Not shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2. The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ? - required, pooconsbuctbn stone water management practices that will be used and/or Removal of Vegetation and/or the Construction of any i constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compllence with the terms and conditions of this permit. In addition, the SWPPP shah Area? (This mm will NOT Include Ow Irumlrlan or Dmeway Apmm.) Identify potential aeurces of pollution which may reasonably be expected to effect the quality of stoml water discharges. NOTE: If Any Answer to Questions One mmugh Mne Is Answered with a Creek Merle 3. AN SWPPPs that require the posttonstmctbn storm water management practice in a Box and the construction she disturbance Is between 5,000 S.F. 81 Aare in area, component shah be prepared by a qualified Design Professional Licensed In New York a Storm-Water, Grading, Drainage 6 Erosion Control Plan Is Required by dos Town of that is knowledgeable in the principles and practices of Stone Water Management Southold and Must to Submitted for Review Prior to Issuance of Any Building Permit (NOTE: A Check MI and/or Answerfaresch Question Is Regaled ere Complete Application) STATE OF NEW YORK, ~_r^ CONNIE D. BUNCH COUNTY OF SS Notary Public State of New York No.OlbU6185050 Thoth.MHS/Yyk?~iqj`•'S% .............................being duly swom, deposes teE>flNfe3~I1.~0 (Name of NiFvldual signing Doamtwrq and says i PerrniG And that he/she is the (Owner, Contactor, Agem. Corporate Officer, etc.) Owner and/or representative of the 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 herewith. Sworn t f'lore a this; r day day of , 20J. P Notary Public: . l ^{......t .int FORM - 06/70 Imo. ISLAND STRUCTURES ENGINEERING. P.C. 325 SUNRISE HIGHWAY WEST ISLIP, NY 1 1 795 (631) 669-0693 2 2 Q M E (631) 669-1 599 FAX LICENSED ENGINEERING SERIVCES D 15 llJi IC, u D AUG 2 6 2010 August 20, 2010 BI DG. DEPT. Ms. Pat Conklin TOWN nF WITH" Town of Southold Building Department 54375 Route 25 Southold, NY 11971 SUBJECT: San Simeon by the Sound - front entrance canopy Dear Ms. Conklin, For the proposed front entrance canopy at the above referenced site, please be advised that the footings and columns have been designed in accordance with the BCNYS, 2007 edition and ASCE-7, 2005 edition for 120 mile per hour winds. Of course, I am always available should you have any questions or concerns regarding this matter. Please feel free to contact me at (631) 669-0693 at your earliest convenience. Respectfully yours, Island Structures Engineering, P.C. n/ F' u` oily 71. William R. Schlumpf, P.E. President c.c. Mr. Thomas Campiglia, AIA T Southold Town Building Department VAX P.O. Box 1179 Permit 35807 54375 Main Road Southold, New York 11971 Permit Date: 8/26/2010 *oT (631) 765-1802 Expiration Date: 2/26/2012 Parcel ID: 45.-2-2 BUILDING PERMIT RENEWAL LETTER Dated: 11/8/2013 Applicant: SAN SIMEON BY THE SOUND Location: 61560 CR 48 GREENPORT Work Description: COMMERCIAL ADDITION CONSTRUCTION OF A CANOPY TO AN EXISTING HEALTH FACILITY AS APPLIED FOR A FEE OF $300.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: SAN SIMEON BY THE SOUND Address: P.O. BOX 2122 GREENPORT, NY 11944 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. SATZ= -77 AstonOW- ...u,..~- A \ S - - snow" Pay- FWAS- 700077- ®m. ILI 1 i \ s~ 1 RUMMY FOR =Iil ' " 1 I SAN SIMEON BY THE 50UND, ING. i ` \ neiei coM . re.~ s>xxoie IpgNg \ .P RADIUS MAP«~~ 10,_5.. 12._0.. 2• CANOPY FASCIA GENERAL NOTES: CONCRETE NOTES: ABOVE _ I CANOPY I - CANOPY ABOVE 1. ALL CONCRETE TO BE CONTROLLED STONE CONCRETE HAVING A NEW 24" NEW 24" DIA. x 4'-6" DEEP 1. IF AN UNFORESEEN INTERFERENCE EXISTS BETWEEN AN EXISTING AND A PROPOSED UTILITY OR STRUCTURE, THE CONTRACTOR IS TO NOTIFY THE DESIGN ENGINEER SO MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI ® 28 DAYS. CONCRETE CONCRETE SONOTUBE (TYP. OF THAT THE APPROPRIATE REVISIONS CAN BE MADE. 2) (SEE 2) (SEE DETAIL 3) 2. ALL FOUNDATION ANCHOR BOLTS SHALL BE SIZED AS INDICATED ON 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND DRAWINGS. ANY DEVIATION FROM THAT WHICH IS INDICATED ON THE DRAWINGS SHALL NOT BE PERMITTED. ANCHOR BOLTS SHALL BE UTILITIES PRIOR TO CONSTRUCTION. EMBEDDED 8" MIN (UNLESS NOTED OTHERWISE.) / CANOPY I CANOPY FASCIA ABOVE 3. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING NEAR OR UNDER OVERHEAD UTILITIES. THE CONTRACTOR IS TO NOTIFY THE UTILITY COMPANIES OF HIS INTENT 3. ALL CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS PRIOR TO COMMENCEMENT OF ANY WORK. OF A.C.I. 301-89, "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS" AND CHAPTER 19 OF THE BUILDING CODE OF NEW YORK 4. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL STATE. NEW I (TYP.) (S NEW 24" DIA. x 3'-6" MUNICIPALITY AND THE BUILDING CODES OF NEW YORK STATE. / I DEEP 2 0 DEEP CONCRETE SONOTUBE 4. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED, MUST FOLLOW THE LATEST ACI CODE (TYP.) (SEE DETAIL 2) 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO OBTAIN ALL REQUIRED APPROVALS, INSPECTIONS, PERMITS AND CERTIFICATE OF OCCUPANCY FROM AND THE LATEST ACI "MANUAL OF STANDARD PRACTICE FOR ALL AGENCIES HAVING JURISDICTION. FOR ALL WORK PERFORMED. DETAILING REINFORCED CONCRETE STRUCTURES". m i 6. EACH CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTATION, 5. CONCRETE DESIGN MIX WILL BE SUBMITTED TO THE ENGINEER FOR EQ. EQ. SAFEGUARD, SHORING, BRACING, ETC REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK. REVIEW, TOGETHER WITH LABORATORY REPORTS ATTESTING THAT THE MIXES CAN ATTAIN THE MINIMUM STRENGTH REQUIRED IN ACCORDANCE WITH CHAPTER 3 OF A.C I. 301-89. EXISTING COLUMNS (TYP.) 7. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND 6. NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEER'S WRITTEN REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THIS PERMISSION OTHER THAN ENTRAINED AIR. CONCRETE EXPOSED TO EXISTING CONCRETE PORCH SHALL INCLUDE, BUT IS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILING AND SECURE FOOTING FOR ALL TEMPORARY SCAFFOLDING, THE WEATHER, SUCH AS THAT USED IN FOUNDATION WALLS, SHALL STAIRS, ETC., AS WELL AS PERMANENT CONSTRUCTION. CONTAIN 5//11 ENTRAINED AIR. f 7. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615, GRADE 60. 8. MEANS AND METHODS OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 9. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND i PARTIAL PLAN LOCAL CODES. MINIMUM COVE INCHES CONCRETE CAST AGAINST AND PERMANENTLY SCALE 1/4"=1'-0" 10. IT IS NOT THE INTENT OF THE DRAWINGS TO PROVIDE FOR THE SUBSTITUTION OF EXPOSED TO EARTH 3 MATERIALS BY SPECIFIC BRAND, WHETHER EQUAL OR NOT. WHERE MATERIALS ARE NOT SPECIFIED, THE CONTRACTOR SHALL PROVIDE SAMPLES FOR APPROVAL. CONCRETE EXPOSED TO EARTH OR WEATHER: 11. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY #6 THROUGH #18 BARS 2 KIND, AND ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION CONFORMING WITH THESE PLANS, NOR THE RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, #5 BAR AND SMALLER 1 1/2 TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND CONCRETE NOT EXPOSED TO WEATHER 0._10.. 0,_10.. PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WARRANTIES, NOR ANY OR IN CONTACT WITH GROUND: TYP. MERCHANTABILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. SLABS, WALLS, JOISTS: #14 AND #18 BARS 1 1/2 CL 0 8.. CL CL 0 _8 CL 10"x 10"x 5/8" BASE PLATE 12. THE ENGINEER SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL NP. TYP. 10"x 10"x 10"x 5/8" BASE PLATE #11 BAR AND SMALLER 3/4 (4) 5/8" HILTI HIT-HY 150 (4) 5, ~(4)ANCHOR 5/8" HILTI SYSTEM HIT W-/HHY.A1.S. 50 ROD CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL THE SAME IS ADDRESSED AND BEAMS, COLUMNS: ANCHOR SYSTEM W/H.A.S. ROD ANCH( RESOLVED. PRIMARY REINFORCEMENT, TIES, A 13. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH STIRRUPS, SPIRALS 1 1/2 B 4 g A THAT WHICH IS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ENGINEER IN WRITING. SHOULD HE FAIL TO FOLLOW THIS 9. NO WELDING OF REINFORCING WILL BE PERMITTED. PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY a AND LIABILITY THEREFROM. 10. ALL FOOTINGS SHALL BEAR ON 1 1/2 TON PER SQUARE FOOT (PER 14. ANY DEVIATIONS FROM THE ENGINEERS DRAWINGS MUST BE SUBMITTED TO THE CHAPTER 1804 OF THE BCNYS) CAPACITY MATERIAL. ENGINEER IN WRITING FOR APPROVAL. (6) #5 BARS 3" DIA. EXTRA STRONG STEEL (6) #5 BARS 3" D 3" DIA. 15. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED EXTRA STRONG STEEL DIMENSIONS. (EQ. SPACED) COLUMN (VERIFY HEIGHT IN (E0. SPACED) COLU COLUMN (VERIFY HEIGHT IN THE FIELD) THE FIELD) THE 24" DIA. CONCRETE SONOTUBE 24 24" DIA. CONCRETE SONOTUBE STRUCTURAL STEEL NOTES: PLAN VIEW PLAN VIEW E_W 3" DIA. x 12' LONG EXTRA 3" D 3" DIA. x 12' LONG EXTRA 1. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL n..,nun c+ro nni i umi n ~ STRC STRONG STEEL COLUMN BE IN ACCORDANCE WITH AISC SPECIFICATIONS FOR STRUCTURAL STEEL - 1-11 , 11-111 nMPKI DrP QPMMI op /ne 1 nF THE OIRVIYV OILLL vvwlrln 3/18 (4) 5/8" HILTI HIT-HY 150 3/16 (4) (4) 5/8" HILTI HIT-HY 150 ou Lu N~0 nLLV TT~~LL -1 - • • SEE DRAWINGS FOR ADDITIONAL WIND AND SEISMIC DESIGN ANCHOR SYSTEM W/H.A.S. ROD INFORMATION. EXTRA STRONG PIPE STEEL SHALL BE ASTM A-53. PLATE ANCHOR SYSTEM W/H.A.S. ROD ANCH 10"z 10"z 5/6" BASE PLATE SHALL BE A-36. WELDING SHALL CONFORM TO AWS D.1 WITH E70XX ELECTRODES. 10"x 10"x 5/8" BASE PLATE 10 x GRADE GRADE 2. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED OF ALL RUST, LOOSE i MILL SCALE AND OTHER FOREIGN MATERIALS PRIOR TO THE APPLICATION qj:,/ OF TWO COATS OF SHOP PRIMER AND TWO COATS OF SHOP PAINT. OR ;1/ ALTERNATIVELY MAY BE HOT DIP GALVANIZED AS APPROVED BY THE ARCHITECT I o 0 v 4 ° ° 3. COLUMN BASE PLATES SHALL BE GROUTED WITH A MINIMUM OF 1" OF I > ° HIGH STRENGTH NON-SHRINK GROUT AFTER SETTING TO THE CORRECT 4 LINE AND GRADE PER AISC CODE OF STANDARD PRACTICE. I Q (6) #5 BARS Q (EQ. SPACED) ' (6) #5 BARS ° d (EQ. SPACED) ° a i 24" DIA. CONCRETE ° SONOTUBE ° 24" DIA. CONCRETE SONOTUBE a A 08/11/10 FOR PERMITTING #4 TIES ® 6., D.C., NP. #4 TIES ® 6" i NO. DATE REVISIONS ° O.C., 1YP. SHEET TITLE: ENTRY CANOPY POST a AND FOOTING DESIGN 2'-0" ° DIA. PARTIAL PLAN, DETAILS AND NOTES \ Y PROJECT: V SECTION B-B 2'-0'• SAN SIMEON BY THE SOUND 00 DIA. NOTE: ,tt`-6ta`' a," . _ of HE % GREENPORT, NEW YORK lE Of FiE Y,'t t* y'MR \ ISLAND STRUCTURES ENGINEERING, P.C. 01 SECTION A-A A-A 1. DIMENSIONAL INFORMATION DEPICTED ON THIS DRAWING HAS BEEN DERIVED FROM e~P n. c 'F O 325 SUNRISE HIGHWAY, DRAWING A802; "ENTRY CANOPY PLANS AND ELEVATIONS" DATED 05-21-10 AS * WEST ISLIP, N.Y 11 795 PREPARED BY THOMAS CAMPIGLIA, ARCHITECT, PLLC FOR SAN SIMEON BY THE SOUND. 'M va PH. (631) 669-0693 Fax: (631) Sr 9-1 599 T 2. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR THE DESIGN OF THE FOOTINGS \ hq 0594 DRAWN BY: C. ERBIS JOB NO. 2010-118 DWG. NO. z DETAIL s DETAIL rL AND COLUMNS ONLY BASED ON THE SIZE CANOPY SHOWN. THE CANOPY DESIGN INCLUDING THE CANOPY FRAMING SHALL BE BY THE CANOPY MANUFACTURER. roq ose4 pROfiE481o}1kf' _0. Rafi~481OMf' SCALE 1 "=1'-0" - SCALE 1 "=1-0' CHECKED BY: S. DIBERARDINO S-Z SCALE: AS NOTED DATE: 07-26-10 VIATIONS DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE BUILDING DEPARTMENT 8c ABBREVIA n I2~ 11n PROPERTY OF Thomas Campiglia Architect, PLLC. DBA I~ NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT GENERAL NOTES & And FDN. Foundation Foundation PRCST. Precast Architect, WRITTEN AUTHORIZATION OF Thomas THIS DOCUMENT IS INTENDED SOLELY FOR THE L Angle F. E. Fire Exting Fire Extinguisher PL. Plate u tl LS LS V IS D TCA ARCHITECTURE. A~~ g 210 CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF 1. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND @ At F.E.C. Fire Exting Fire Extinguisher Cab P.LAM. Plastic Laminate PRO%.W OJECT: Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. ~LOf, 11F'i. TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. LOCAL BUILDING CODE. Centerline CL F.H.C. Fire Hose Fire Hose Cabinet PLAS. Plaster W~h9i OF SOIIiH~L~ ©Copyright 2008 Thomas Campiglia Architect, PLLC. DBA. TCA ARCHITECTURE 2. THE CONTRACTOR SHALL OBTAIN BUILDING PERMIT AND SHALL PREPARE Diameter FIN. Finish Finish PLYWD. Plywood AND FILE ALL NECESSARY FORMS AND BE RESPONSIBLE FOR ALL REQUIRED l Perpendicular FL. Floor Floor PR. Pair APPROVALS BY THE DEPARTMENTS OF BUILDING AND ALL OTHER AGENCIES HAVING JURISDICTION. 1 Channel FLASH. Flashing Flashing PT. Point SAN SIMEON E I BY THE SOUND Fluorescent P.T.D. Paper Towel Dispenser 3. ALL NOTES APPEARING HEREIN, WITH THOSE ON VARIOUS DRAWINGS SHALL APPLY II Pound or Number FLUOR. Fluorescen Face of Concrete P.T.D/R Combination Paper Towel TO ALL DRAWINGS AND FORM PART OF THE CONTRACT DOCUMENTS. (E) Existing F.O.C. Face of C OCCUPANCY OR 4. ALL CONSTRUCTION DIMENSIONS AND DETAILS SHALL CONCUR WITH AND BE F.O.F. Face of F Face of Finish Dispenser & Receptacle UUNLAWFIJ°_ DETERMINED FROM THESE DRAWINGS ONLY. ACOUS. Acoustical F.O.S. Face of S Face of Studs PTN Partition 5. DRAWINGS SHALL NOT BE SCALED. NOTED DIMENSIONS GOVERN. LARGE SCALE A. D. Area Drain FPRF. Fireproof Fireproof Q.T. Quarry Tile DETAILS GOVERN OVER SMALL SCALE. DIMENSIONS ARE TO FINISH FACE OF ADJ. Adjustable F. S. Full Size Full Size R Relocate NEW ENTR FRY CANOPY CONSTRUCTION UNLESS NOTED OTHERWISE. A.F.F. Above Finish Floor FT. Foot or F Foot or Feet RAID. Radius APPROVED AS NOTED F jF_j BP 6. REPETITIVE FEATURES NOT COMPLETELY DESCRIBED AND/OR DETAILED SHALL BE AGGR. Aggregate CONSTRUCTED IN EXACT ACCORDANCE WITH CORRESPONDING FEATURES WHICH ARE F.T. Fire Treat Fire Treated R.D. Roof Drain 61700 R COMPLETELY DESCRIBED OR DETAILED. AL. Aluminum FTG. Footing Footing REF. Reference F.. asv" BY ROUTE 48 , A N" IUn.: I^n, IF, . 765-loU2 B AM FO 4 PM FOR iH 7. ALL WORK SHALL BE IN ACCORDANCE WITH BUILDING DEPARTMENT RULES AND APPROX. Approximate FURR. Furring Furring REFR. Refrigerator FOLLOWING INSPECTIONS REGULATIONS AND ALL LOCAL AUTHORITIES. ANYTHING SHOWN ON THESE ARCH. Architectural F&I Furnish or Furnish and Install RGTR. Register 1. FOUNDATION TVV,~ REQUIRE DRAWINGS NOT IN ACCORDANCE WITH THESE RULES AND REGULATIONS SHALL BE ASB. Asbestos FUT. Future FOR POURED ROUGH - FRAMING, PLUMING, BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. Future REINF. Reinforced STRAPPING, ASPH. Asphalt REQ'D. Required , GREENPORT N E LLECTR CALEB CAULKKIIN NEW YORK 119 44 2 3. INSULATION 8. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD GA. Gauge Gauge RESIL. Resilient 4 FINAL- CONSTRUCTION & ELECTRICAL DIMENSIONS AND CONDITIONS AND TCA ARCHITECTS WILL BE NOTIFIED OF BD. Board GALV. Galvanized Galvanized RM. Room MUST BE COMPLETE FOR C 0 ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. NO CHANGES SHALL BE ALL CONSTRUCTION SHALL MEET THE MADE TO PLANS WITHOUT PRIOR CONSENT OF THE ARCHITECT OR THE OWNER. BITUM. Bituminous G.B. Grab Bar Grab Bar R.O. Rough Opening General Contractor RWD. Redwood SYMBOLS PROJECT D I R E t' D 0 ST ON ERRORS 9. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BY ALL BLDG. Building G. C. General C( DIRECTORY INDEX OF DRAY K TEN E NSGLE R T I ERR RUNOFF TRADES. CONTRACTOR SHALL SUBMIT A PROGRESS SCHEDULE PRIOR TO START BILK. Block GL. Glass/glaz Glass/glazing R.W.L. Rain Water Leader PURSUANT TO CHAPTER 3 OF CONSTRUCTION, SHOWING ALL TRADES, TO ENSURE COORDINATION. BLKG. Blocking GND. Ground Ground S. South CLIENT OF THE TOWN CODE. Grade S.C. Solid Core SAN SIMEON BY THE SOUND 10. ALL NEW WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST PRINTED BM. Beam GR. Grade 61700 ROUTE 48 ARCHITECTURAL SPECIFICATIONS AND ALL STATE AND LOCAL CODE REQUIREMENTS. BOT. Bottom GYP. Gypsum Gypsum S.C.D. Seat Cover Dispenser GREENPORT, NEW YORK 11944 SCHED. Schedule ^ INDICATES ELEVATION T 08/19/10 REVISED & ISSUED FOR BLDG. DEPT. 11. ANY NEW OR EXISTING ITEMS (SUCH AS BROKEN GLASS OR DAMAGED GYPSUM B.T.B. BACK TO BACK BOARD PARTITIONS) THAT ARE DAMAGED H. B. Home Bid AN01 GENERAL NOTES, SHEET INDEX 05/21/10 ISSUED FOR BUILDING DEPT. AS A RESULT OF THE CONTRACTOR'S SITE WORK SHALL BE REPLACED OR CAB. Cabinet Home Bid S. D. Soap Dispenser n1.o PROJECT DIRECTOR: REPAIRED IN FULL EXTENT BY THE CONTRACTOR. H.C. Hollow Ca Hollow Cab SECT. Section A PRIICILLA DEMASI A^801 ENTRY CANOPY PLA AN LEV ON NO. DATE REASON FOR ISSUE Hardwood SH. Shelf OX XXX-XXXX TEL ' PROJECT 12. GENERAL CONDITIONS REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR THOSE C. B. Catch Basin HDWD. Hardwood Deo INDICATES INTERIOR ELEVATIONS XXCX XXX-XXXX FAX S-1 ENTRY CANOPY POST AND FOOTING DESIGN. 1 RENOVATIONS TO: AREAS IN WHICH WORK NECESSITATES CUTTING, PATCHING AND FINISHING. ALL CEM. Cement HDWE. Hardware Hardware SHR. Shower A1.o PARTIAL PLAN, DETAILS AND NOTES REQUIRED CUTTING, PATCHING AND FINISHING FOR MECHANICAL & ELECTRICAL CER. Ceramic H.M. Hollow Me Hollow Metal SHT. Sheet C, ALTERATIONS AND NEW WORK SHALL BE COORDINATED BY THE CONTRACTOR. C. 1. Cast Iron HORIZ. Horizontal Horizontal SIM. Similar PROJECT LOCATION 13. WHEREVER NEW PIPING, CONDUITS, ETC. CANNOT BE CONCEALED IN EXISTING CLG. Ceiling HR. Hour SECTION INDICATION SAWN SIMEON BY THE SOUND Hour S.N.D. Sanitary Napkin A1O 61700 ROUTE 48 1 CEILING, ETC., THE GENERAL CONTRACTOR SHALL ENCLOSE SAME AND FINISH TO CLO. Closet Height Dispenser --I GREENPORT, NEW YORK 11944 MATCH EXISTING CONDITIONS. HGT. Height CLR. Clear S.N.R. Sanitary Napkin y Receptacle A1.o DETAIL INDICATION SITE REPRESENTIVE: 14. THE OWNER RESERVES THE RIGHT AT ALL TIMES TO DELIVER, PLACE AND COL. Column Inside Diameter (Dim.) INSTALL EQUIPMENT AND FURNISHINGS AS THE WORK PROGRESSES, SO LONG AS D. Inside Diai SNT. Sealant ELEVATION-ABOVE PRICILLA DEMASI- CENTER ADMINISTRATOR I ISTRATOR 11 THERE IS NO INTERFERENCE WITH THE CONTRACTORS. CONC. Concrete INSUL. Insulation Insulation SPEC. Specification REFERENCED PLANE OR (631) 477-2110 TEL Interior SQ. Square FLOOR (6,31) 477-8969 FAX 15. THE CONTRACTOR SHALL MAINTAIN AT THE SITE ONE RECORD COPY OF ALL CONSTR. Construction INT. Interior Janitor 61700 ROUTE 48, GREENPORT, NY 11944 DRAWINGS, APPROVED SHOP DRAWINGS, AND APPROVED SAMPLES, MARKED CONT. Continuous JAN. Janitor ARCHITECT CURRENTLY TO RECORD ALL CHANGES DURING CONSTRUCTIN. CORR. Corridor JT. Joint Joint S.S. Stainless Steel ® STEEL IN SECTION 16. ANY CHANGES IN THE SCOPE OF WORK, OR IN CONSTRUCTION DETAILS, CTSK. Countersunk S.SK. Service Sink ARCHITECT OF RECORD WHETHER DUE TO FIELD CONDITION OR OMISSION BY CONTRACTOR, ARCHITECT OR CNTR. Counter STA. Station ROOF FILL OWNER, SHALL BE DOCUMENTED BY THE ARCHITECT PROIR TO EXECUTION. KIT. Kitchen Kitchen TCA ARCHITECTURE STD. Standard 2 PARK AVENUE, MEZZANINE ANY INCREASE OR DECREASE IN THE CONTRACT PRICE MUST BE APPROVED IN CTR. Center WRITING BY THE CONTRACTOR, ARCHITECT, AND THE OWNER PRIOR TO EXECUTION. DBL. Double LAB. Laboratory STL. Steel CONC. IN PLAN/SECTION NEW YORK, NY 10016 TCA 'COT n.......~.,, e..~ I AM nminntp. Laboratory 1 nminnte STOR. Storage LOOSE/SOLID INSULATION ARCHITECCAMF RECORD: ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT 17. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT THAT STRL. Structural THOMAS CAMPIGLIA, ARCHITECT, PLLC Lavatory (212) 686-1858 TEL ASBESTOS OR OTHER HAZARDIOUS MATERIALS ARE UNCOVERED. THE OWNER SHALL D. F. Drinking Fountain LAV. Lavatory Locker SUSP. Suspended M GLASS IN ELEV./SECTION (2'12) 765-8511 FAX RETAIN A QUALIFIED ASBESTOS CONSULTANT WHO SHALL ARRANGE FOR THE PROMPT DET. Detail LKR. Locker IDENTIFICATION, TESTING, TREATMENT, REMOVAL AND STORAGE OF THE ASBESTOS DIA. Diameter LT. Light Light SYM. Symmetrical PROJECT MANAGER: 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 AS REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE ARCHITECT OMCE ROOM/AREA NAME AND NUMBER STELIA DELFIN TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED TO ASBESTOS MATERIALS. DIM. Dimension Maximum TRD. Tread INDICATES WALL FINISH TEL: (212)-201 6135 DISSP. Dispenser MAX. Maximum PROJECT MANAGERS: ON. Down M.C. Medicine Medicine Cabinet T.B. Towel Bar _ D.O. Door Opening MECH. Mechanics T.C. Top of Curb INDICATES FLOOR FINISH Mechanical DR. Door MEMB. Membrane Membrane TEL. Telephone OFFICE ROOM/AREA NAME AND NUMBER TER. Terrazzo STERLING DWR. Drawer MFR. Manufactu Manufacturer - INDICATES FLOOR FINISH Manhole T.&G. Tongue and Groove INDICATES WALL FINISH STERLING MANAGEMENT, INC. NOTE: THE ABOVE COMMENTS SHALL NOT BE INTERPRETED TO DS. Downspout MH. Manhole 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel: (212) 245-6300 `ex: (212) 765-8511 SUPERCEDE THE NYS BUILDING CODE, OTHER APPPICABLE D.S.P. Dry Standpipe MIN. Minimum Minimum THK. Thick hUp.//w .sterlingnye.com Mirror T.P. Top of Pavement LAWS OR THE LEASE. TENANT AND HIS AGENTS SHALL BE DWG. Drawings MIR. Mirror Miscellaneous T.P.D. Toilet Paper Dispenser WHOLLY RESPONSIBLE FOR COMPLIANCE WITH SAME. MISC. Miscellone EXIST. Existing M.O. Masonry CONSULTANT Masonry Opening T.V. Television EXPO. Exposed MTD. Mounted Mounted T.W. Top of Wall IEA. Each MTL. Metal Metal TYP. Typical JAMES, LASALA EXP. Expansion MUL. Mullion Mullion CONSULTING ENGINEERS E.J. Expansion Joint UNF. Unfinished LOCATION PLAN New U.ON. Unless Otherwise Noted EXT. Exterior N. New 11 OVAL DRIVE, SURE 129, ISLANDIA, NY 11749 EL. Elevation N.I.C. Not in Cc Not in Contract UR. Urinal uyi^'im raE ,v ,Iy im' k e--, k 'y x TEL. NO. (631) 592-2673 FAX (631) 592-2673 ELEC. Electrical NO. or # Number Number r fry r~~~ ''~a 1 1~f ` A ""A~i# "*+«N'i ~w•s r r p';' ''f~r, ¢ Sri w -y'e.r y 1 cL['r'4<7R f~ CONSULTANT ELEV. Elevator NOM. Nominal Nominal V.C.T. Vinyl Composition Tile SItirlin 25 EMER. Emergency N.T.S. Not to Sc Not to Scale VERT. Vertical VEST. Vestibule''" wga~*"+ 1 „ ENCL. Enclosure O.A. Overall Overall E. P. Electrical Panel OBS. Obscure V.I.F. Verify in Field Obscure "n~N 4 EQ. Equal O.C. On Cente On Center EQ T. Equipment 0. D. Outside C Outside Diameter (Dim.) W. West r` aK ~r,P4~ rn k I/ a y W/ With E. .C. Electric Water Cooler OFF. Office Office Opening W.C. Water Closet CONSULTANT (E , Existing ; OPNG. Opening Opposite WD. Wood F. . Fire Alarm OPP. Opposite W/0 Without F. R. Flat Bar WP. Waterproof ~ ham, ktf'`~i~'' ~~e".~' F. D. Floor Drain WSCT. Wainscot dx "3 WT. Weight 7 "0z ( h, 4~~Ntmm Ayq i4F; r ~~W '~ryry li Lk D.O.H./C.O.N. NO. 071038-H alZ=iip r~;^`•,, _ ~4yyayvm{~ l ~ p..rvr, '~vf nrol^y ~'"rit~ ~r',,;n'e Gy PROD. NO. 16209 .46 PPP "~r~ Y}(„'~ SCALE AS NOTED m rb s ~ DRAWN XX k e.4`~~'~~'~ ~y~u' ~jmh3,MaNlm~ w4u - f`r+r 21 1~4 CHECKED -TNC a ~1 'T , ~ sof TRUE NORTH DATE D8-19-21 I nL DRAWING T>m 5f GENERAL NOTES, SHEET INDEX, SYMBOLS, LOCATION PLAN e Io NDCq~R{p,Coy,T i L t R ,+RF' i ~ISIk ~ v I ~ r ~ M AN01 a Nshamcnaqu~e ~ . , 982 ype qq F NF`1'1 11"M x k$. x Y mac.- ~'1 SFGI SHFFT NIIMRFR '`""P-' , d ]G_ ' + ~`"n. ,~?~~~t" nam ~ew~K1"'*-c'~` ~~p~r~~i,~"~~S . `r4`~`Ge^M MIN Vkap;; I - 1400; -1 1 1 1 1 1 m i I DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. CURVED RIDGE THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY SUPPORT OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. ©Copyright 2008 Thomas Campiglia Architect, PLLC. O DBA. TCA ARCHITECTURE 0 0 Al NEW LIGHT FIXTURE 0 (CONNECT TO EXIST. WIRING) Co <2) J- ~a~--~77- dam--tom U/S OF EXI ST. SOFFIT EXISTING ROOF P. rr. VINYL SLOPE SLOPE ON SLOPE ON CEILING 3"O 3°°O POLE 5 AWNING DETAIL SCALE: 3"= 1 0 05/21/10 ISSUED FOR BUILDING DEPT. NO. DATE REASON FOR ISSUE PARTIAL ROOF PLAN 7 SCALE: 1/8" = P-0" PROJECT RENOVATIONS TO: F FIN. FL. LINE N IN 61700 ROUTE 48, GREENPORT, NY 11944 I I ARCHITECT I I p•_s• \-EXISTING FTC-[A EXISITNG y 1 CONCRETE VINYL SLOPED CIELING COLUMNS ~ TT T ENTRY PORCH i ARCHITECTURE, INTERIORS, PROJECTMANAGEMENT i THOMAS CAMPIGLIA, ARCHITECT, PLLC L1NE OF CANOPY ( Q 7 LINE OF EXIST. ABOVE FASCIA ABOVE NEW WALL-MOUNTED LIGHT' FIXTURE ON FACE OF EXIST. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 -.._..w., WALL MANUF: KIM LIGHTING TEL. NO (212) 686-1858 FAX NO. (212) 765-8511 '0 1 -5" ii p'-g' 1 MODEL WD14U4/WH NEW (MATCH LAMPING OF EXIST. PROJECT MANAGERS: J 6 FACADE LIGHTING) AREA OF I PIPE COLUMN 12, o" I I STAMPED NEW SLAB ON COMPACTED GRADE STERLING WORK I CONCRETE 3'-4" ~L NE OF FASCIA ABOVE STERLING MANAGEMENT, INC. EDGE OF ENTRY WALKWAY NEW CONC. OS NOTUBE (SEE 2 PARK AVENUE, MEZZANINE - NEW YORK, W10016 DRIIVST. EWAY 3 STRUCTURAL DWGS.) I. ' Tel: (212) 245-6300 `ea. (212) 765-8511 http://w .sterlingnyc.com I I,. CONSULTANT PARTIAL FLOOR PLAN 6 SECTION 'TION 4 SCALE: 1/8" = 1'-0" SCALE: 1/4" P-O" 1/4" = 1'-0" JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT OPY EXISTING NEW CANOPY NEW CANOPY ROOF ROOF ROOF EXISTING CONSULTANT ROOF ( O 5 1 A802 2 5 Salt Simeon by the Sound D.O.H./C.O.N. NO. 071038-H PROD. NO. 16209 ~ Q DRAWN XX FEE - WING „A„ SCALE AS NOTED - I~- e fir] CHECKED TNC 'll III ~I TRUE NORTH DATE 08-19-10 Q LL _ I, ~ I. Ise- II I I ~ i II . 1 I~ I I I II - DRAWING LF ENTRY CANOPY I II I I I I I I I II I 1 I I I I I I I I 1 I I I I I I I II II I I I I I I I I I I I I I I I I I I PLANS & ELEVATIONS I ~ _J L _J I I I I L ~ L_ _J Q L _J Q V _ L _J L _J 1 Al EAST WING WEST WING N. CqM L 71 FED AqC PROPOSED ELEVATION 2 PROPOSED ELE' ELEVATION 3 PROPOSED PARTIAL ELEVATION c> a 'c 1 SCALE: 1/4 =1-0" SCALE ~1/4= Q 2 P. , A801 REF. NORTH eq yOQ~ KEY PLAN NEB SEAL SHEET NUMBER i 10'-5" 12'-0" CANOPY FASCIA - CANDI CANOPY ABOVE GENERAL NOTES: .ABOVE I I NEW CONCRETE NOTES: NEW 24" DIA. x 4'-6" DEEP 1. IF AN UNFORESEEN INTERFERENCE EXISTS BETWEEN AN EXISTING AND A PROPOSED 1. ALL CONCRETE TO BE CONTROLLED STONE CONCRETE HAVING A CONCI CONCRETE SONOTUBE (TYP. OF UTILITY OR STRUCTURE, THE CONTRACTOR IS TO NOTIFY THE DESIGN ENGINEER SO MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI ® 28 DAYS. 2) (S 2) (SEE DETAIL 3) THAT THE APPROPRIATE REVISIONS CAN BE MADE. 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND 2. ALL FOUNDATION ANCHOR BOLTS SHALL BE SIZED AS INDICATED ON UTILITIES PRIOR TO CONSTRUCTION. DRAWINGS. ANY DEVIATION FROM THAT WHICH IS INDICATED ON THE o - - i CANOI CANOPY FASCIA ABOVE 3. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING NEAR OR UNDER OVERHEAD DRAWINGS SHALL NOT BE PERMITTED. ANCHOR BOLTS SHALL BE EMBEDDED 8" MIN (UNLESS NOTED OTHERWISE.) UTILITIES. THE CONTRACTOR IS TO NOTIFY THE UTILITY COMPANIES OF HIS INTENT 3. ALL CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS / - PRIOR TO COMMENCEMENT OF ANY WORK. OF A.C.I. 301-89, "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN 4. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL BUILDINGS" AND CHAPTER 19 OF THE BUILDING CODE OF NEW YORK / NEW DEEP DEEP NEW 2 CONCRETE DIA. xNCRETE SOHO ONOTUBE MUNICIPALITY AND THE BUILDING CODES OF NEW YORK STATE. STATE. (TYP.) (SEE DETAIL 2) 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO OBTAIN ALL I- (TYP.) - - - 4. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, m REQUIRED APPROVALS, INSPECTIONS, PERMITS AND CERTIFICATE OF OCCUPANCY FROM ALL AGENCIES HAVING JURISDICTION, FOR ALL WORK PERFORMED. UNLESS OTHERWISE NOTED, MUST FOLLOW THE LATEST ACI CODE AND THE LATEST ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". 6. EACH CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, TRANSPORTATION, EQ. EQ. SAFEGUARD, SHORING, BRACING, ETC REQUIRED FOR THE PROPER EXECUTION OF 5. CONCRETE DESIGN MIX WILL BE SUBMITTED TO THE ENGINEER FOR EXISTING COLUMNS (TYP.) THEIR WORK. REVIEW, TOGETHER WITH LABORATORY REPORTS ATTESTING THAT THE MIXES CAN ATTAIN THE MINIMUM STRENGTH REQUIRED IN 7. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND ACCORDANCE WITH CHAPTER 3 OF A.C.I. 301-89. REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THIS 6. NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEER'S WRITTEN EXISTING CONCRETE PORCH J SHALL INCLUDE, BUT IS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER PERMISSION OTHER THAN ENTRAINED AIR. CONCRETE EXPOSED TO BRACING, SAFETY RAILING AND SECURE FOOTING FOR ALL TEMPORARY SCAFFOLDING, THE WEATHER, SUCH AS THAT USED IN FOUNDATION WALLS, SHALL STAIRS, ETC., AS WELL AS PERMANENT CONSTRUCTION. CONTAIN 5%31 ENTRAINED AIR. 8. MEANS AND METHODS OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 7. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615, GRADE 60. 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED 9. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE FOR REINFORCEMENT: 1 PARTIAL PLAN CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND SCALE 1/4"=1'-0" LOCAL CODES. MINIMUM COVER (INCHES) 10. IT IS NOT THE INTENT OF THE DRAWINGS TO PROVIDE FOR THE SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND, WHETHER EQUAL OR NOT. WHERE MATERIALS ARE CONCRETE CAST AGAINST AND PERMANENTLY NOT SPECIFIED, THE CONTRACTOR SHALL PROVIDE SAWPLES FOR APPROVAL. EXPOSED TO EARTH 3 CONCRETE EXPOSED TO EARTH OR WEATHER: 11. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY #6 THROUGH #18 BARS 2 KIND, AND ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION CONFORMING WITH THESE PLANS, NOR THE RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND #5 BAR AND SMALLER 1 1/2 0'-10" PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WARRANTIES, NOR ANY CONCRETE NOT EXPOSED TO WEATHER cTYP. p 8. CE MERCHANTABILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE OR IN CONTACT WITH GROUND: TYP' 10"x 10"x 5/8" BASE PLATE TYP. 10"x USE OF THESE PLANS. SLABS, WALLS, JOISTS: 10"x 10"x 5/8" BASE PLATE 12. THE ENGINEER SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL #14 AND #18 BARS 1 1/2 (4) 5/8" HILTI HIT-HY 150 (4) (4) 5/8" HILTI HIT-HY 150 CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS" ETC., NOT INDICATED ON THE ANCHOR SYSTEM W/H.A.S. ROD ANCIL ANCHOR SYSTEM W/H.A.S. ROD SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL THE SAME IS ADDRESSED AND #11 BAR AND SMALLER 3/4 RESOLVED. B B A BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, A 13. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH STIRRUPS, SPIRALS 1 1/2 O a 0 d THAT WHICH IS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ENGINEER IN WRITING. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY 9. NO WELDING OF REINFORCING WILL BE PERMITTED. " • AND LIABILITY THEREFROM. O O d 10. ALL FOOTINGS SHALL BEAR ON 1 1/2 TON PER SQUARE FOOT (PER 14. ANY DEVIATIONS FROM THE ENGINEERS DRAWINGS MUST BE SUBMITTED TO THE CHAPTER 1804 OF THE BCNYS) CAPACITY MATERIAL. ENGINEER IN WRITING FOR APPROVAL. (6) #5 BARS • 3" DIA. EXTRA STRONG STEEL (6) $5 BARS • ° ~ 3" DIA. EXTRA STRONG STEEL 15. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED (EQ. SPACED) COLUMN (VERIFY HEIGHT IN (E0. SPACED) COLT COLUMN (VERIFY HEIGHT IN DIMENSIONS. THE FIELD) THE THE FIELD) 24" DIA. CONCRETE SONOTUBE 24" 24" DIA. CONCRETE SONOTUBE PLAN VIEW PLAN VIEW EW STRUCTURAL STEEL NOTES: 3" DIA. x 12' LONG EXTRA 3" D 3" DIA. x 12' LONG EXTRA 1. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL ~-0 STRONG STEEL COLUMN ,,1 STRO STRONG STEEL COLUMN BE IN ACCORDANCE WITH RISC SPFCIFICATIONS FOR cTaucn iaei CTFFI V 0/16 (4) 5/8" HILT HIT/HY 150 3/16 (4) 5 / (4) 5/8" HILTI HIT-HY 150 BUILDINGS ALLOWABLE STRESS DESIGN PER SECTION 2204.1 OF THE ANCHOR SYSTEM W H.A.S. ROD ANCH ANCHOR SYSTEM W/H.A.S. ROD B.C.N.Y.S. SEE DRAWINGS FOR ADDITIONAL WIND AND SEISMIC DESIGN INFORMATION. EXTRA STRONG PIPE STEEL SHALL BE ASTM A-53. PLATE GRADE 10"x 10"% 5/8" BASE PLATE GRADE 10"x 10'% ION 5/8" BASE PLATE SHALL BE A-36. WELDING SHALL CONFORM TO AWS D.1 WITH E70XX ELECTRODES. 2. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED OF ALL RUST, LOOSE a \ MILL SCALE AND OTHER FOREIGN MATERIALS PRIOR T& THE APPLICATION ATS OF AND S OF SHOP PAINT A OF TWO LT RNATVOELY MAY BEO HOTR IPRGAL ANIIZED CAS TAPPROVED BY THE OR ARCHITECT. 4 3. COLUMN BASE PLATES SHALL BE GROUTED WITH A MINIMUM OF 1" OF 4 ° a a HIGH STRENGTH NON-SHRINK GROUT AFTER SETTING TO THE CORRECT a LINE AND GRADE PER AISC CODE OF STANDARD PRACTFICE. a io a (6) #5 BARS d (EQ. SPACED) ° 4 a M ° ° a (6) #5 BARS ° 24" DIA. CONCRETE (EQ. SPACED) ° SONCTUBE 24" DIA. CONCRETE ° ^ SONOTUBE z 4 ~ #4 TIES ® 6" / O.C., 1YP. ° #4 TIES D.C., TYP. 4 N0. DATE REVISIONS a 4 P A 08/11/10 FOR PERMITTING SHEET TITLE: ENTRY CANOPY POST DIA. ° AND FOOTING DESIGN SECTION B-B PARTIAL PLAN, DETAILS AND NOTES 2'-0" PROJECT: DIA. SAN SIMEON BY THE SOUND NOTE: GREENPORT, NEW YORK c~ SECTION A -A ""~tg OF N W L -A 1. DIMENSIONAL INFORMATION DEPICTED ON THIS DRAWING HAS BEEN DERIVED FROM P Of 6 ?4 W 1~ ISLAND STRUCTURES ENGINEERING, P.C. DRAWING A802; "ENTRY CANOPY PLANS AND ELEVATIONS" DATED 05-21-10 AS g~v`PM A•s o` PREPARED BY THOMAS CAMPIGLIA, ARCHITECT, PLLC FOR SAN SIMEON BY THE SOUND. G(325 SUNRISE HIGHWAY, 2. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR THE DESIGN OF THE FOOTINGS ~ to * WEST ISLIP, N.Y 11795 PH. 1631)669-0693 z DETAIL s DETAIL AND COLUMNS ONLY BASED ON THE SIZE CANOPY SHOWN. THE CANOPY DESIGN ~C FAX: (6311 669-1 599 INCLUDING THE CANOPY FRAMING SHALL BE BY THE CANOPY MANUFACTURER. ry a NQ 05 ''9 - SCALE 1"=1'-0' - SCALE 1"=V-D' 4 by 34 Q' DRAWN BY: C. ERBIS JOB NO. DWG. NO. pry4~'Etl®ftlNP~ 0A'Htl®PoHA" 2010-118 - CHECKED BY: S. DIBERARDINO Q-1 DATE: 07-26-10 SCALE: AS NOTED v