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HomeMy WebLinkAbout26011-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26929 Date: 02/14/00 THIS CERTIFIES that the building STORAGE ADDITION Location of Property: 9025 MAIN RD MATT/LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 122 Block 6 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 13, 1999 pursuant to which Building Permit No. 26011-Z dated OCTOBER 1, 1999 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 C4.2 "STORAGE ADDITION" ACCESSORY TO AN EXISTING Cl COMMERCIAL BUILDING AS APPLIED FOR. The certificate is issued to SUFFOLK COUNTY IND.DEV.AGENCY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 33228 12/16/99 PLUMBERS CERTIFICATION DATED N/A 1"'4�- xi"� Au orized Signature Rev. 1/81 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. 26011 Z Date OCTOBER 1, 1999 Permission is hereby granted to: COUNTY INDUST,-SUFFOLK VETERANS MEM HIGHWAY HAUPPAUGE,NY 11788 for CONSTRUCTION OF A C4 .2 "STORAGE ADDITION" ACCESSORY TO AN EXISTING Cl COMMERCIAL BUILDING AS APPLIED FOR. at premises located at 9025 MAIN RD MATT/LAUREL County Tax Map No. 473889 Section 122 Block 0006 Lot No. 020 pursuant to application dated SEPTEMBER 13 1999 and approved by the Building Inspector. Fee $ 1,675 . 00 Authorized Signature ORIGINAL Rev. 2/19/98 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the bui inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property 1 streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 f 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system conta less than 2/10 of 17 lead. 5. Commercial building, industrial building, multiple residences and similar bu and installations, a certificate of Code Compliance from architect or engine responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. I B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildin "pre-existing" land uses. 1 . Accurate survey of property showing all property lines, streets, building an unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the appl If a Certificate of Occupancy is denied, the Building Inspector shall state reasons therefor in writing to the applicant. C. Fees 1 . Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00 Alterations to dwelling $25.00, Swimming pool $25.0 building $25 Additions to accessory building $25.00. Busines es�$50�.002. Certificate of Occupancy on Pre-existing Buildine - 3. Copy of Certificate of Occupancy - .25C. 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. . . . . . . . . . . . . . . . . ,' Location of Property. . . . . . . . . .. . . . . . . . . � t.3 1! . . . . . . . . . . . . . .. . .yo .ri.. . ttL, 1. 44 11Q5. House No. Street Hamlet Onwer or Owners of Property. , Noe-r F1 F02�. Zv%t.1 V_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . .t.7 . . . . . . . . .Block. . . . �e. . . . . . . . . .Lot. . A,;>.i.22: . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . Permit No. . Ott Z , , .Date Of Permit. . }6 (( j tl`r4. . . . .Applicant. }SQgr{toA . . . . . . . . Health Dept. Approval. . . . . .. . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . Planning Board Approval.. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final icate. . .�. . . . . . Fee Submitted: $. .rJ�: Ob . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $7$00 APPLICANT (j�.t.C.• eoF_ 4670z9 PLANNING BOARD MEMB 3 �OSVffO(� C BENNETT ORLOWSKI,JR. h�0 OGy Town Hall, 53095 Main Road Chairman p L P.O. Box 1179 WILLIAM J. CREMERS y Southold, New York 11971 KENNETH L.EDWARDS T Fax (516) 765-3136 GEORGE RITCHIE LATHAM,JR. 4,- O�� Telephone (516) 765-1938 RICHARD G.WARD �(II PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 19, 1999 Joseph Fischetti, P.E. P.O. Box 616 Southold, NY 11971 Re: Proposed amended site plan for North Fork Bank SCTM# 1000-122-6-20 & 22 Dear Mr. Fischetti: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, October 18, 1999: BE IT RESOLVED, that the Southold Town Planning Board authorize the Chairman to endorse the final surveys dated September 27, 1999. Conditional final approval was granted on July 19, 1999. All conditions have been fulfilled. Enclosed please find 2 copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Please contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. /hf� Chairman enc. cc: Building Dept. Tax Assessors Robert J. Gaffney Suffolk County Executive Department of Health Services Clare B. Bradley, M.D.,MPH Office of Wastewater Management Commissioner 516 852-2100 PERMIT Health Services ReferenceProjectName /yogi mark Bunk—tyq r tuG/c The attached plan, when duly signed by a representative of the department, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences:' Omissions or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. The permit(plan)expires three(3)years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees(if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-018). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection; and excavation inspections must also be confirmed by calling 852-2100 prior to 9:30am, the morning of the inspection. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings,or for the use of sewage disposal or water supply systems. WWM-016 (Rev.3/15/99) Page Iof 2 Town Hall,53095 Main Road C P.O. Box 1179 ti Fax (516)765-1823 Southold,New York 11971-0959 d • Telephone(516) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 1, 2000 Joe Fischetti P.O. Box 616 Southold, NY 11971 -RE: North Fork Bank, 9025 Main Rd. , 'Mattituck. To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) XX No Underwriters Certificate on file. XX The check is (not on file. ) $50 .00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984 ) . BUILDING PERMIT # 26011-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. 703 bccv�2»c�r C- / C g, 2 705` Gro skxILA, C146s 2 C6P^M1c&�Wj) b 705 `� l � 4,1c ire area Jvo Clnn.,� leD s'F' •76S,2 Sxl�s C- 1 Mth 4.4f4 6o `r Able U ! Mo 6 I Wo c4AN �s 765' zx,45 7-4k ,v 1 11 �loo� rfveal.pr$v" ��-� � �✓, Se�v7v.�lrm 2ho� • 77 / es Qa OP20� /Voo - /C P-1-W /c 703 Occ Open C7 C- / C -11 2 7oet C645YCA'w C495 2 CsPa"MIC60;d) -D�b 76512 I Mm 4.bdA 60 Table v I MAx dls�. 40 No C40T ) -761 765' Ex 1-15 T l eO i l -p(o o� Dreg/�,�► ,., No 041*1 "t IVR S v 76 25 0" ToblA -i✓, s¢1-wok" 2ho� -77 / &4-w" ca�, J '4'uF,- I,71 fooSr4o7G �' I ' Qac7u�es HouR- 7'H.q (C)(2) ',Rerwee5 1101)R.- NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE CHECKLIST FOR: GENERAL BUILDING CONSTRUCTION (adapted from the Building Department of the Town of Colonie) LOCATION: N.F. QAj.4r_.. (Z.TG 26 I' �Af�19UG�-�� Ny. Required or No. Item Section Allowed Actual 1 . Occupancy Classification Part 703 �,1tlSfl►1�i1 G l /„_ {fbAl�oS�__ (pl(jpN CA2 2. Type of Construction Table III-704 . / 2 6- Part 704 M 3. Fire Hazard Part 702 / t oDr Rtei 4 . Number of Stories 606.3 (a) (197) / q 3 5. Fire Area (Basic) Table VI-705 A) Accessibility 705.5 (b) / 9K B) Number of Sides /_ $ C) Sprinklers 705. 5 (c) D) Total Permitted Fire Area 6. Ceiling Height Part 762 Light Part 763 / 6� Natural 763. 1 / ��•2 Artificial 763.1 / X031 S. Ventilation Part 763 / PPS( A) ASHRAE 62-73 / B) Number of Occupants 1004 .2 / 9. Exits A) Number Part 765 / One Exit Permitted Table X-765 / B) Distance of Travel Table VI-765 C) Dead End Corridor 765.1 (j) / ^by D) Enclosure 1101Table III-704 / E) Corridor Width Table I-765 C I - Y1�t0J�rnU�') F) Door Width Table V-765 / Z('� G) Smoke Stops 765.2 (a) / and Alarms 1060.9 (a) / H) Opening Protectives / I) Panic Hardware 765.5(a) (4) / J) Interior Stairs Table IV-765 / K) Exterior Stairs 765.4 (c) / L) Handrails 765.4 (a) (11) / M) Dimensions - Exit Stairs Table IV-765 / N) Exit Pads 765.5(a) (8) / O) Exterior Exit-Snow & Ice Protection 765.5 (a) (7) / 10. Physically Handicapped Part 1100M `Z/ Prov I'0�- Facilities CABO/ANSI 117. 1-1992 / 11. Safety Glazing 766.1 / 12. Malls Between Buildings 768. 1 / 13. Atriums 769.1 / 14 . Openings in Rated Partitions 771 .4(C)(2) 601E / 2 •�ro�,p(� 771 .4 (1) (5) / A 15. Design Loads A) Snow Figure 803.3 / B) Floor Table III-803 / C) Wind Table V-803 / D) Roof Drainage Table VI-903 / 16. Foundation 800.3 / 17 . Distance Separation Table I-770 / 18. Fire Separation Table II-717 / A) Mixed Occupancy / B) Tenant Separation / 19. Firestopping 771. 5 (c) / 20. Day Care in Mixed Occupancy 771.6 / 21. Areas of Public Assembly Part 790 / 22. Finishes A) Interior 772.2 / B) Exterior 770.8 / 23. Fire Protection Equipment A) Fire Alarm System 774.2 / Fire Station Connection 774 . 1 (b) / Zoned System 1060. 2 (a) (5) / Battery Backup 1060.2 (d) (1) / D.O.T. Table I-1060 / B) Fire/Smoke Detection System 774 .3 / C) Sprinkler System 774 . 4 / D) Standpipe System 774 .5 / E) Auto Vents and 774 .8 / Alarms 1060.9 (a) / F) Coordinated Fire Safety 774 . 9 / G) Gas Pump Fire Extinguishers 774 . 10 / H) Emergency Ventilation 1004 .2(f) (1) / I) Fan Shutdown 1004 .2 (e) (2) / J) Exhaust Hood Extinguisher 1064.2 (b) / 24. Plumbing A) Fixtures Table I-900 / B) Materials 904.6(d) / C) Freezing 850.7 / 25. Heat Producing Equipment A) Prohibited Locations 1000.2 (d) / B) Enclosure 771. 4 (j ) / C) Air Supply 1000.2 (g) / 26. Chimneys, Flues, Gas Vents A) General 1005. 1 / B) Prohibited Use 1005.2 (x) ! C) Spark Arrestors 1005. 5 / D) Outlet Locations Table I-1005 / 27. Electrical A) Metal Veneers 1030. 1 (8) / B) Emergency Power 1032.2 (a) / C) Emergency Light Table I-1032 / D) Exit Lights Table I-1033 / 28. Signage A) Fire Alarm 1163. 13(c) (4) / B) Assembly Space 1164 .2 / y C) Gas Pumps 1164 .3 (c) (4) / D) Elevators 1194. 1 (a) / E) Incinerator 1194. 1 (a) / F) Evacuation Route 1195.1 (c) / 29. Insulation as per New York State Energy Code RS-3-5 Degree Days - 7000 Max. U o Walls / Max. U o Roof and Floors / Min. R Slab Edge, Foundation Walls, Below Grade / In accordance with Sec. 383 of Executive Law, Article 18, the Local Building Department is expressly authorized and empowered to approve plans and specifications for compliance with the Code: Therefore, our comments are to be considered advisory only. Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Code. Legend: N.A. - Not Applicable N.R. - Not Required N. S. - Not Shown on Drawings NOTES: SUFFO(kc y G Town Hall,53095 Main Road p Fax(516)765-1823 P.O.Box 1179 W Telephone(516)765-1802 Southold,New York 11971-0959 Oy t4 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 1, 2000 Joe Fischetti P.O. Box 616 Southold, NY 11971 RE: North Fork Bank, 9025 Main Rd. , Mattituck. To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) XX No Underwriters Certificate on file. XX The check is (not on file. ) $50.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984 ) . BUILDING PERMIT # 26011-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. ELECTRICAL INSPECTION SERVICE INC. 375 DUNTONAVENUE EAST PATCHOGUE,NEW YORK 11772 (516) 286-6642 33228 DATE: 12/16/99 APPLICATIONNo, ONFHE VILLAGE: Mattituck TO IVY Southold ADDRESS: ,Main Rnad ISSUED TO: North Fork Bank INTRODUCEDBY: Eeco Electric LIC Na: 2816-E was ecamrned on I2-15-99 and found to be in compliance with the National Electrical Cade LOCATION: Base.. Let x 2nd 3rd Attic Det, Garage Hot Tub Pool SWITCHES RECEPTACLES FIXTURES HEATERS FANS G.F.I. AIR COND. 2 8 2 DISHWASHER DRYER CLOTHES WASH GAR.DISP. RANGE OVEN SMOKE DETECTOR FURNACE OIL GAS CIR. MOTORS BELL TRAN SERVICE DISCONNECT METER AMPS PHASE 1 800ug OTHER EQUIPMENT outside commercial 6 wall pacaks/4-250 watt/1 8ft jlourescent/6-2x2,Jlourscent 59-2x4,/loureseents4 emergency lights/4 exit w battery back up/l 20 atc I bell/2-10 ton aca/1-5 ton ac/1-200 amp 42 acircuit sub panel I lighting cont. 20 amp-8 circuit/1 dist.pamel 11-3 pole 2--/1 -3 pole 60 2 rooftop reepts. t '� f H O S. SURDI PRESIDENT BUILDING PERMIT No. This em.ieeate must not be altered in any mummer Inspectors may be identified by their credentials BLUE ORIGINAL YELLOW COPY PINK COPY OFFICE :L.D INSPY:'�;TI 1 REPORT DATE COMMENTS II II INDATION ( IST) p _" -__ _--- -_--- j---_ II II 7NDATION (2ND) ri - ----------------------- II jj G It II -- IT__--_--_ JG FRAME S PLUM33ING p ,1 �- li i If --------------n 11 IIT �� H SULATION PER N. Y. u -1i A STATE ENERGY n 4-----I CODE it —_ n it II H n , 1yI I L 11 -SLI FINAL ii II s --------------------ADDITIONAL COMMENTS: �9MENpED_IRON'S 6Vl3t6NS CNHM+ eS Afie ��fl�G 1G� lel 7666 EAcu stiee PRreo 'ac'[. l 4 z r ra ro - H s DFC,' r; 59 )MON) 09. 56 WWW. CITYGATE5U5A. CO TEL:718 353 0724 P. 001 i PITY STORE CATES MFG. CORP. I Design, Fabrication and Installation of — s ;` •- - ROLLING STEEL DOORS • FOLDING GATES a_� s -WINDOW GUARDS - ROLL-UP GRILLES a 15-20 129th STREET; COLLEGE POINT, NY 11356 e PHONE (718) 939-9700 - (212) 233-9700 - FAX (718) 353-0724 INTERNET ADDRESS: www.citygatesusa.corn December 20 , 1999 Estimating/Frank Wedle S J S CONSTRUCTION 420 FALMOUTH ROAD WEST BABYLON, NY 11757 516-893-3062 Dear Estimating/Frank Wedle, Thank you for your business . All of our fire rated rolling doors and shutters are approved by • Underwriters Labratory. Each door has its own identification tag that is attached to the bottom bar . Enclosed is a notice from the City of New York Dept . of Buildings that states our UL fire rated door has been approved and tested for installation in New York City for upto 3 hours . I can reached at 718-939-9599 to answer any of your questions . Tha u, Vi R. Greco City ates • �COO77.O477� — q�LGt7 — C7 �/J�UGC.P '99 (MON) 09: 56 WWW. GITYGATESl1SA. GO TEL: 718 353 0714 _ P. 002 .ep 09 98 06e OOp Leonard IIorF .- 914 634-6027 P- 1 CITY OF NEW YORK DEPARTMENT OF 13UILDINGS Pursuant to Administrative Code Section 27-131, the following equipment or material has been found for use in accordance with the Report of the Material and Equipment Acceptance (MEA) Division. Gaston Silva, R.A., Commissioner MEA 244-98-M Report of Material and Equipment Acceptance Division Manufacturer - Acme & Dorf metal Door Corp., 181-183 Lanza Aveue, Garfield, `'New Jersey 07026 Trade Name - City Gate Product - Rolling Steel type Fire door assemblies, 3 hours rated Pertinent Code Sections - 27-329, 27-342 Prescribed Test - RS 5-6 (ASTM E152) Laboratory - Underwriters Laboratories Inc, Test Report - Reference File R3591 and R18664, dated June 26, 1998 Description - Rolling Steel fire door assemblies as described below: Type: Rolling Steel fire door Rating: Up to 3 hours Size: Up to 12 ft high or wide, not exceeding 120 sq ft In area Mounting: Surface mounted to masonry only Slats: 22 Gauge (up to 1-1/2 h) or 20 Gauge (up to 3 h) Recommendation - That the above described doors, which shall be operated by an approved fusible link or other New York City approved automatic closing mechanism, be accepted as providing 3 hours fire protection rating when installed in accordance with Reference Standard RS 5-8 (NFPA 80) for Class A openings, on condition that the certificates or labels accompanying all shipments shall be provided by the testing service which shall be regularly engaged by the manufacturer to make periodic inspections and/or tests of the doors in the course of their manufacture. All shipments and deliveries of such materials shall be accompanied by a certificate or label certifying that the materials shipped or delivered are equivalent to those tested and acceptable for use, as provided for in Section 27-131 of the Building Code. Final Acceptance AUG 2 8 1996 Examined By MEA 244-98-M 1 of 1 pages PROFESSIONAL ENGINEER HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 PHONE 516-765-2954 FAX 516—614-3516 • Date: November 29, 1999 Reference: North Fork Bank Addition Building Inspector Town of Southold Main Road Southold,NY 11971 Dear Sir, I have inspected the steel framing, steel joist roof framing, and interior sidewall and roof insulation and find them in conformance with the architectural drawing submitted Town for the original building permit. pf NZ ~0.0526�� �O�ESS1 Joseph ischetti, PE • PROFESSIONAL ENGINEER HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 PHONE 516-765,2954 FAX 516-614-3516 Date: October 19, 1999 Reference: North Fork Bank Addition Building Inspector Town of Southold Main Road Southold,NY 11971 Dear Sir, Compaction tests were taken for the soil below the footings for the above referenced project. The results meet with my design criteria. I inspected the forms and the reinforcing prior . to the placement of the concrete footings and all comply with the design and proper engineering practice. F NE4{rY y �ptSCyFr0,9 '9 t Z Jos Fesstb �' PROFESSIONAL ENGINEER HOBART ROAD(PO Box 616 SOUTHOLD, NEW YORK 11971 PHONE 516—765-2954 FAX 516—614-3515 Date: November 1, 1999 Reference: North Fork Bank Addition Building Inspector Town of Southold Main Road Southold,NY 11971 Dear Sir, I have inspected the foundation walls prior to backfilling. The walls were constructed in accordance with the plans submitted for the above referenced permit. OF N&yr w C -2 n A Josep Fischetti, PE 9pFES8tON�� JAS{ - 6 2000 PROFESSIONAL ENGINEER t.._.�........m_7 77 - ART ROAD PO Box 616 SOUTHOLD, NEWYORK 11971 PHONE516-765-2954 FAX516-614-3516 Date: January 4, 2000 Reference: North Fork Bank Addition Gary Fish Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir, As per our final inspection of the North Fork Bank addition in Mattituck today I understand that Mr. Greg Siliris, of North Fork Bank will be sending under separate cover the certifications for the fire shutters installed in the new addition. The plans submitted to you today contain the two revisions to the original plans. 1. The addition of fire shutters in the common wall 2. The addition of a transverse wall separating the main area into two areas. The addition has been completed in accordance with the plans submitted to you this day and in accordance with applicable codes. NE �P �F Co �s cy��09fi C) y�0 N�• Q525�� A�OFESSIONPy Joseph Fischetti, PE 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY REMARKS: 4 Ile DATE 1 INSPECTOR BOARD OF HEALTH . . . . . . . . . . . . . . . i int 3 FORM NO. 1 3 SETS OF PLANS ^� TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK '''''_P TOWN HALL SEPTIC FORH SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: Jc�& :FIS-444z7-rt CALL Examined.................., 19.... / MAIL TO: . pp.BOX. a/4O. . . . . . . Approved....JP'J`:�.J.... 19.... Permit No. SSC Q�/ ...........SO. -OBJ/Y.//p/ Disapproved a/c .................................. ........................... .. ... ......................................... .... ....... ... ........it ........... (Building or) A LIGATION FOR BUILDING PERMIT o� Date.P` ��-.��� . - . . . . . , 19f:-�. INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector w 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property roast be drawn on the diagram which is part of this application. c. The work covered by this application may not be comienced before issuance of Building Permit. d. Upon approval of this application, the Building inspector will issue a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICAPLON IS HEREBY WM to the Building Department for the issuance of a Building Permit pursuant to the Building Tone 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. (Signature of applicant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, les agegt, architect, engineer, general contractor, electrician, plumber or build: ................................ it .. .................................................................. . .... ....yn. Name of owner of premises ...f.'. _ "..0 (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. ......................... PlumbersLicense No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. location of land on which proposed work will be done.............................................................. ..©ZS................ . ZS............................./.i c,!<.--..............--.--............ House Number Street //'' Hanle Canty Tax Map No. ]OOO Section ... ...�:..... Block .... .......... Lot ..?e. �Z Z Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of prmi s intended use and occupancy of proposed construction: a. Existinguse and .... ....................... occupancy - ...�.�..� .IIMt/l1'�A+a7�tle�............. �^ dwsi o e,r t2 31..VF U9 YRAT0// �C� Ce YNrnQ�Nal+tw^wC[l60p2Tal4 qiR b. Intended use and occupancy ............................................ 3. Miture of work (check which applicable): New IJmilding .......... Addition ..,15,...... Alteration .......... Repair ............ Renal ............. Demolition, ............ Other Work ................. :............... (Description) S. Estimated Cost ..700 000 r................ fee ............... (to be paid on filing this application) i, if dwelling, number of dwelling units .N6:.:..... Number of dwelling units on each fl nor ................ Ifgarage, [umber of cars....................................... i. If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions pfexisting structures, if any: Front................ Rear ............... Depth ................. Height ......................... Number of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............... 3. Dimensions of entire new construction: Front ................ Rear ............... Depth .............. Height ......................... Nuttier of Stories ..................... J. Size of lot: Front .................... Rear .................... Depth .................... 10. Date of Purchase ..................... Nam of Former Owner ........................................ 11. ?.ane or use district in which premises are situated .............................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded .................... Will excess fill be reeved from premises: YES NO 14. Names of Owner of premises ........................... Address .............................. Phone No. ............. Mane of Architect .................................... Address .............................. Phone No. ............. Name of Contractor ................................... Address ...............................Phone No. ............. 15. Is this property within 300 feet of a tidal wetland? * YES .......... NO �...... *IF YES, SQ MOM MN Till M-43 PER14IT MAY BC ME ARED. PI.OT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions From property lines. Give street and block amber or description according to deed, and show street names and indicate dbether interior or corner lot. 1JI-e'4 C /Uj .4 'rntE of raid Y(AW, SS ...... L,./!!V-.hA{Q.d.✓.4.....................being duly sworn, deposes and says that be is the applicant t'lmme of individuat signing contract) Ixrve named, Qis Ube .............. LT i-.. ................................._._............_...................... (Contractor, agent, corporate officer, etc.) F said owner or owners, and is (July authorized to perform or have performed the said work atxl to make aril file this ppl icatimm; that all statements contained in Chis application are true to the best of his knowledge and belief; and hat Lite work will be performed in Lite masher seC forth in the application filed therewith. worn to beF2oore me this .. ..... day of ..19.. ��.�. Notary Public . ... . ....... . .... ........ ...................... QMOW" (Signalvre hppl.ic<ont) Traspok" ltrfe if' OF HEALTH SERVICE PARKING CRITERIA: LEACHING POOL DETAIL APPROVED FOR CONSTRUCTION ONLY p O STORAGE BUILDING ADDITION: 7,104 CROSSOVER PIPE DETAIL W T¢ .S. REENO. LID-�I�7 - DOS FLOW S SO FT FYPE la _ I STALL / 1000 SQ FT = 7.6 r++T Ina++co,�e+s usr wa ru1E am coroR ro awne _ 1 his approval is granted for the constmction of the sanita R _ TOTAL STALLS REQUIRED = B isposal and water supply facilities pursuant to Articles VB a d N TOTAL STALLS ADDED = 21 - S \b 09 , Isar amET of the Suffolk royalCountyt Sanitary Cade and Is not an express d immEnor implied approval to discharge from or occupy the G \ 1 °tusre`aRuraN s4°ww Rlrxcr DRAINAGE CALCULATIONS: Flr«aao a+we py 0 �• LAND9MErmf�MT6: NOV w PAVED AREA REMOVED: 6,336 SO FT zsoo = tmdure(s) shown. THIS PPROVAL EXPIRES THREE ( ) o , �- y° NOTE CHANGES Weo Se•rIO rAN! sm'rx:TANf m• -f EARS FROM THED LOW. N. 21 56 20" W. LIE CHANGE(S) IXmfiNO(Eeo ww.w New aero GAuw o ., AFD caENlED wITN AFmLD rnK 10.87' N• �� by Dept, of Health Services p14N°" VP^ ' p04' FAST AREA � P 1 0 1JJJ \ - / z V= AXRxC DATE NO E CHANGE(S)' �-Ln utLs6aet nPFs e•aD. SIGNATURE \ vt A= PAVED AREA = 25,000 SQ FT ONacmnER wm1 ONE n•nax a.aw uo I"veOEV9 c. WILINE R, (7EXISTING WOODED AREA �pAc°"w PDOLSaE oEa 3 R= 2' RAINFALL = 0.17 FT by Dept of Health SarviCes ��w� iF na° °nru larva S. 33° II' 00" E. (NOTORAWn TD ) C=COEFF. OF RUNOFF = 1.0 _ EALWAL T �- 9.00' J0 o I-- 25,000 SQ FT x 0.17 FT x 1.0 = 4,250 C.F. - MrclEO yr PER Foor -omL� m aEAR woros as lEOulr�O o zd 4,250 C.F. / 68.42 C.F. / F.T. = 62 VERTICLE FEET 99 = nKvaA ez z a 4' x 4' DIRECTIONAL MANHOLE DETAIL N.44' 45' SOI' E, WEST AREA N.T.G MAX. o O PnoEv Uro•Pee Fom 46.56' V = A x R x C DESIGN TO CONFORM TO ASTM STANDARDS(C 4l R) 5� E, Leze'a°LW,Izo•gb -�- \ , ) ' L - Fx•FxlslNa A = PAVED AREA = 22,500 SQ FT Ta'Ci C1.IB E+FTPNbIW •//w ie�R FTiONLYI� v cue r�or L# al.a'F1.) _ uNc or :+cw..sv,•.if'vvEuw* _ m ° I e rum M.B. N•NON Z R = 2' RAINFALL = 0.17 FT n"+' e' EFFEn"e nK rla+ ur mix Iv 1 d! 1- C = COEFF. OF RUNOFF = 1.0 -usr mw Fw,�un coreN ro wuEr: - 1 \ �� v 1�'' CONrucTON To VERIFY PIPING 22,500 SQ FT x 0.17 FT x L0 = 3,825 C.F. 'o•ou re+ TaPo ,� I 1 FrmN ols,"I"t^ION Faa 3,825 C.F. / 68.42 C.F I F.T. = 56 VERTICLE FEET I �. Ten NOl Qp usr MOON c�var+o5 unE 21 NEW PARKING STALLS Ffy F! cLN°iETE iRAFFIc FIWEI®GRADE 2 FT.NK AWIE GRa1e WATDi v�RETE t a \NCT 1 Oa swlTum \ ,ewoe cEcr Lox - - - Hw z ' `N "'' covERe w Poas ROOF AREA :I. P _ I'- l mFn,wnc sn¢rnv. `. V - A % RxCal Elir a \ ) .x.s.A i- i rYe Ale aUVEL, , .1 r��ciID- - __1 \S l ' " °1@!;n _,; - tP elecRwu Hw or+N:a ollmtw unauaG mats A = ROOF AREA = 7,100 SO FTw.lac 1 rw.nc 1 wca.Tlun N..rrl�r,reI Exlsrwc rye ry�nveacma" R = 2' RAINFALL = 0.17 FTe"ceFnl w.TeaK ro aeexlTlw w.aJi To MLL 1. NKL a'wNn9ETRGTIaN C = COEFF. OF RUNOFF = 1.0T 1y, •KMNoN. IN A MIN S11NTA 0' Do es. T- \ __ ONE of cxls!ING sovnu PwIEueut 7,100 SQ FT X 0.17 FT x 1.0 = 1,207 C.F. y++I'"��°flmIIW 0 NEWe'W.II e•LEFTREMOVE EXISTING PARKING STALLS -- 29 IE"r"e'G P0015 1,207 C.F. / 68.42 C.F / F.T. = 18 VERTICLE FEET WITO"AS REGUM FOR NEw IDPDirv4 % DSmcnONA1.FLPY p ' ' DNCI RnNP t „�F]A• RELOCATED PARKING:- pNCPEtI P:.NI, N O R T H s - --- Z !�� ,<w .• ,°,a,c ulerwc , veoPosm w.,RENumL s-rox..hr .monu,� ppc,may, , a�cam,Prp 13- EXISTItJG PARKING STALLS ARE l'0 BE _-- - g «,�rID� -EXISTING 6^ ""` 'T" r REMOVED AND RELOCATED. FIRE MAIN LW.aLR IXI6lNG nEa'ING FFEe- ---i. Iw FIN FFLN OtiEN[Ni) L w STE E SYSF ,Tc NLw WlmICAP'.R"NP _.---.i om.as.e• __�- TEST HOLE DATA Q R K TO eE IEINOVED EXISTING i2°°e' LOT COVERAGE; N.T.S LLExl$TNG GAS MAIN w' NAL1°AI'i CoaeKLTE WITH KdtulATKIN W I WATER MAINS �OMItW Z a ELECTRIC SERJICE �1W�"r °LL.e (IEFmi TD PFm 51rFl�tnw aECElunaLR) esmc IE1gRY masare To--WM oocH TOTAL LOT SIZE: 7.467 ACRES (525,261 SQ FT) B A N K �FY IEGwwE FxlsrNe auu rovsN rot. FU WTN a»N woNo EXISTING LOT COVERAGE: MAIN BUILDING: 45,529 SO FT PosT� T AS TRANSFORMER ?AtanwcrwlwoTLxi°"�"N� --_ MOORED - UTILITY ROOM ROOM M1e,Ra ea WAVN UFam ro e,.mm.nu .P-x' PROPOSED STORAGE BUILDING 8 LOADING DOCK: 7,104 SQ FT Du 1 uTIUT -T- I i i °"°'F"^° LOT COVERAGE WITH NEW ADDITION: 52,633 SQ FT --- - ROUTE 25 P77 P' L'- -{-_ ' I- �---- -�?�. i' MI=SNWeLW MATTITUCK , NEW YORK P77 1 MypyyN7 o EXISTING PROPERTY ZONE B --_ --- CATV VALVE to, n SCHOOL DISTRICT ;k9, #11 ------ ss DRAWING TITLE 1 PROPOSED STORAGE N 1 BUILDING ADDITION E% IS'rING SITE DATA: PALE eRam FNE ro rcxlm SAL° s• PROPERTY OWNERS NAMEGRAS ' � I AREAS / w SCTM # 1000 - 122 - 6 - 20822 NORTH FORK BANK �P 1 EXISTING BUILDING N SITE AREA = 7.467 ACRES N I TOTAL BUILDING AREA: EXISTING: 45,529 SO. FT. "'1.75 BROAD HOLLOW IrosT I F"I FLOOR.W.e• J NEW ADDITION: 7,104 SO. FT. ROAD z .4 I ' TOTAL: 52,633 SO. FT. r MELVILLE, NEW YORK 10 I N I i L" SEWAGE DISPOSAL SYSTEM CALCULATIONS: Z UTILITY I !/1 CaRLNi& NO YYTER BCaMErED POLE JOSEPH FISCHETTI JR., P.E. I I , _ USE AREA SANITARY KITCHEN TOTAL TEST Hae wrA vlesA�er wnalwn r,Easc 1 EXISTING naxLc aRE°L NE/w PROFESSIONAL ENGINEER LANDSCAPE AREA zsoo GALLON i NON-MEDICAL OFFICE 52,633' SO. FT. 52,633 x .06 NONE 3,158 G.P.D. I BRICK sEPr1C TAN( 3,156 G.P.D. CONC WALK .- --- i HYDRANT ALLOWABLE SANITARY FLOW YI(DENSIT --- HOBART ROAD-SOUTHOLD NY 11971 A•WATER SERVICE EXI571NG LAMP POST �,, GROUNDWATER MANAGEMENT ZONE IV 151617&5 2961 HYDRANT . (EXISTING POET 6'FIRE MAIN LPs ° - ALLOWABLE FOR SITE WITH PUBLIC WATER = 600 G.P-D. PER ACRE SEPTIC SYSTEM INVERT HEIGHTS Is � N.T.S. -_ LP, .�P « 600 G.P.D. / ACRE X 7.467 ACRES = 4480.2 G.P-D. z LF- fPxisTNG 0 SEWAGE DISPOSAL SYSTEM DESIGN: EAST ��^, ' - l I - ' _• - .__ - - - - LP LSEACH NIG POOLS 3 -- EXISTING AN40LE hEW NEW NEW END D V SEPTIC TANK: �g _ "NaaE IF PHaE WY. M woDc OWN IPAtlIms PCa. FIELD VERIFIED ON REQUIRED: 3,158 G.P.D. x 2 = 6,316 G.P.D. ,NOTE CHANGES) s=mD rArx Tasmeurlw POOL AFRI99D o by Dep4 of Health Services M. m.OE DRAFTING & DESIGN 5-TOPeSOILJ > PROVIDED: _ W. m.AZ EXISTING / -- 513DUAINBAYVIEW ROAD-SOUWID NY 11971 Ir EXISTING: FRONT SYSTEM = 2,500 GALLONS mro GML0N [( (5161765-19152 z - - - I I --_- I u- --- REAR SYSTEM _ 9,500 GALLONS SEFTIC T"M' CONLRACTW Z ADD NEW SEPTIC TANK = 2,600 GALLONS 1D��T PmPEE5?MR liePITC UTILITY7,1300 GALLONS w Ali wmG Ma FE511E PLAN IWOPMAWN 15(3PL5EV ON I.ANV 5LMY OLE l - LEACHING Poo s: SEPTIC T LAMP CONCRETE TO N"FOW PAW.LOCAIEP AT l LAMP CDCONCRETE - REQUIRED: 5.156 G.P.D. / L5 G.P.D. / SO FT TOTO IFAONIHO FOuS. / F R MST -- POST WALK PROVIDED: N LAND OF BROWNER '\. I _ EXISTING: 3 Y 8' DIA X e' DEEP = 1.256 SO FT SO FT A WTIM, f0WN OF 50111NOI , %%`FOLK COI.N�Y, I o 1� a q _ L NEW: 2 e 8' DIA x 8' DEEP = 600SO FT NEW YOW. AS MPM5I2 6Y Y(7"AW YOi NG z,zs6 sO FrF LAND 5I.WYOF5, RIVEkI EAD, NEW YOB. I VAiEl7: NN 14, 1489 i NO WATER WELLS WITHIN 150' OF EASTERN PROPERTY LINE. - -- - - -- 50OLK COLMY TAX AMP 3 i d CYLINDRICAL SEPTIC TANK DETAIL VISE. 1000 QCT, --- DLK. 6 LOf 20& 22 1 N T.S N - m - L _a�L_ na - 6T �� x t•., tEOF NEW II } z �� Y 4tP `CP l - - - - - LAMP_ 8' - OD .iV A\y� 0 FISCpE^ q. W "� UTILITY I H- LAMP I' POST 20 - OC / \ M Pp.E 1 '^ PO-ST POSE T \\\ •�' 0 I x \ ( W O Q _ 1 _ _ /// O, HYDRANT V.. ' AA :, n E S \ Y.✓ .� j , ROFE551ON ZP� 4 d 8^DUCTILE IRON �T^ _ I!-�' _ _ _ b '� \y/ Yl PROJECT N0. U- Q l�' I'iPE FOR FU TI - s __ / r�p - - (EXISTING) �I�T'a M cWMLON 602-7 V z POST s L „ W.- DRAWN BY � CMA Lo to : UTILITY i , -- - - / GRN`' o ,Z0• \0 !- Fmwlm DRAOE GATE POLEG 03-27-99 IN S• L`a �' 1MlWc m• m• S- � ' REVISION DAT[: 2 - / TR4FICBF/JiWGGIAe -1 ^ DB-31'99 3 I 7 ' / HW. T Ic 6EAMNO �.. MIN.A• -OUTLET WART MI-DIA I- Y WIBI rK v owBOUN / ! RPZVALVE LOCATION: 'HOT BOX"H6z A!," SCALE' , ,e oD w L "'EENT / I" = 40'-0" 3 (EXISTING) / 1 1 MaEn Or PeR FOOT \ 1- V OID SHEET TITLE, N CAP END OF 6'�J i/% FLav EIIE e' 201'aI CBIIeT WRH C �('S s I r PLAN GE Ir Se aV LIOUD IA'EI- / O DUCTILE IRON 1V5, i L xPLE : 111 40'-0 •" 1' ( .•\^ •` SITE PLAN Z 36'METFR PIT-.` ' \-I, g�, �/ �, S• / ;4•MIN. ;P MK // `• �:' \ o \' 30 w• ��0 A D - -�+e oulETEm I loa•oIAL+ErER� \, rt" - SHEET NO O' 10' Z5' S0' 100' EXIST. 1,900 GAL. SEPTIC TANK NEW 3660 GAL. SEPTIC TANK LOCATION MAP /\,A 1of1 Z,� s• �� /N L�s� NOTE CHANGE(S) / by Dept of HaaM SeAdW - I NORTH E; LI- VAIION N O R T H F O R K B A N K ROUTE 25 MATTITUCK , NEW YORK --- DRAWIN, TITLE PROPOSED STORAGE BUILDING ADDITION PROPERTi OWNERS NAME, NORTH FORK BANK ^ -I 275 BROAD HOLLOW 4 I ROA D MELVILLE, NEW YORK I JOSEPH FISCHETn JR., P.E. .._.___ PROFESSIONAL ENGINEER , , "ART ROAD-5(N111RHD NY 11971 ' k 11 f (5161755-7851�PDVt�Q ARTIFIGIA� IIGNr � ' W F 5T f; � R V A f I 0 N � �Y�N-�ILA'�IbN '(n �.oYR4LY (��fH IMIIIt?49-r ID31 EAST -- END FIRE INFECTION DRAFTING & DESIGN REQUIRED BEFORE 5159 MART BAYV"ROAD SOUIHOID Hr 9r OPENING ' .. 615176-IW2 PERNR REQUIRED FOR MM SM uS UNDER UNDERRRRFRS MFICATE REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE ,i� OF OCCUPANCYQ�F'�""Ff 40. 052510 �OFESSIONN` �4' APPROVED AS NOTED `i;1"; PROJECT NO DATE 0"I" W B.R12Ga) $ 602-98 1 FEE NO RICNre NOTIFY ILDINQ DERiJRMENT AT DRAWN Br. 766-1802 B AM TO 4 PM FOR THE C M A FOUDININ0 INSPECTIONS: 1, FOUNDATION • TWO REQUIRED DATE POURED CONCREIS 03-27-99 A 5 T I. E V A T I O N ROUGH FRAMING S. INSULATION REVISION DATE 4. FINAL - CONSTTIUCTION MUST 09-09-99� BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET SCALE THE REQUIREMENTS OF THE N.Y. 1/8' STATE CONSTRUCTION B ENERGY CODES. NOT RESPONSIBLE FOR SHEET TITLE, DESIGN OR CONSTRUCTION ERRORS ELEVATIONS SHEET NO 1 of 9 iAZ' I" X I 6 .2 AA6q.BNG551EMWALL ON2," N O R T H E ' WDE Of 12"Pff CONX-9 F00(m — -- - --- - - ( x� xO ae) -- - - - - --- F O R K --------- -- - - — z----------- - ----- _ =-- _ --- ---- ----- ...... B A N K °- , ROUTE 25 14' MATTITU K , NEW _ DRAWING TITLE C E YORK . . . . _ - -- — ----------- - -- _ - q• ` , / PROPOSED STORAGE NI BUILDING ADDITION -- a , / 4 � •I IZ" 3'_g a PROPERTY OWNERS NAMEWW ' 'c.'. Jv C Y'FC 9-V w/ 6"r.6"10/10 IW.W)A j SEF PHAL E(AN viq rAft E a i0 5"WC AAS w/ 6"A 6"10/10 WWA1 p 4 � ° �i NORTH FORK BANK - ACCOMMOEIA9 FAiXD FLOOR 5Y5tM s ^ � 6"PC%Mwl6" n6"1L')/10W.wM 275 BROAD HOLLOW ROAD -- -- - - - � - - - -- _— - , ltenaNacRrnnr ti o MELVILLE� NEW YORK --__ ---._.___-_.__.______.___._____.__.____.___.____________________ _, AN��K6EVELEKf+Ei•1V.F(sf0W1N`�I(AJ - JOSEPH FISCHETPI JR-, P.E. � Q o o l a l PPA*MrAONAL RNOR7RRR 12. ID•.v llosARr rm u9P1 IZ"! WI2.5g 51EEL I SEMI ROAD 90VIHOw - ON –_— (15113786-m 51 FMPCONC"PERWIM I Ig'=0" (V1f.) __-__ q _ - I•L__�__._._ _... 2 - � VEfAd FOk 57EEl ON - - b)a i�2 �[I -6"�LONOtE1E 1`001W W1M CO �) Ali 4Y Q 1�EWW'wrRRAMP P 7 �.IlVW,BASE F1.Ai(-ANC BIR-4'a(LEFT f0 pCHO,AW END UO1NA SFELWulim (6) #4 E,�BN2 , CY(FRONT fO6FW - 1��.; . 'I' EAST -- -� _ - ---- - DRAFTING & DESIGN 5EE 1W$.A`W AND _- rA5fm PlArm AND GASP IN RACY SEAR Drf& A ' MW fo 66 WAAMP I SM MAIN RAYVEW ROAD-ROVIH=MY 11971 6161765-1662 24'ti24'PgROCGNCREib PEXWIM -' 15 G :e'-e"� (8) *,R'W(VrM).ANV (1) #4wx%w-D uf16,(HowoNPU FOUNPATION FLAN ON — 5'a'19'a'A 2'a'CONat FOOTM vAfN (6) w41tm((EFf fowm,MU (15) •40W(MPYJMf06A11) g�P,(EOF NEW.Y09 FIS Pr ¢ 9 7 �. No, (1 261 tb`i �OFE6soNN� PROJECT NO 602-98 DRAWN BY, CMA DATE: 03-27-99 REVISION DATE: 09-09-99 SCALE' 1/8" = 1'-0' SHEET TITLE: FOUNDATION PLAN SHEET NO. 2 of 9 1 1'I_IO ._ W'-10^ rr0F05FD WATHOU5F ANI7 OrF]CF 5f0VA6F Al2PIVON 7,104 5QLAT FFFf +' (D 5"[5-I/2" [5"STEEL LiNIELS (SEE OED9.) (2) n" .5-V 2" [3" '+REL LINTELS (SEE OPfho !. 1p ' I I 12" Fllowe wom A5 W-OL OYNISGOM. (53;8EfN.) � IFI - -- - _ - . - I -__ _ . .-- • -_ .. -_ _ - - r - _ - �- - - . — - ' - - - -' -. , .I -- ----------- -----—-- ---- ----- j ' °"-- N O R T H - ---- — - - 1 F O R K G 105 z , - - �• �j i� ItW LOMNG naa wMr <. 'r�' 1 o - q pG%M'W/ 6"x b"W.WIA• B A N K vli m � � � TO'vJU5v corwurER wa>K � li o s o F g MATTITUCK NEW YORK ROUTE 25 - - ------ --- - ----- --- -- :3 (511 _ fl'TfwwAL5mff0BG"'m WNLY' DRAWING TITLE _ ® WHINAMN"OFIWWREPMN6. J - - GY 5 NM Of 50PP11 p ! v?m tYA0M111t5 e"PI� PI PROPOSED STORAGE A I II BUILDING ADDITION PEW WAU NWA., NWA.I5f0 1 - _ PROPERTY OWNERS NAME: O _ '-O" _ 1mvm1E K wa Willi (IA1f 9#ael1 JtJCYl , PWVVfAMN N0FIB" - - - - v 1101 us 111TAOE!Af005De NORTH FORK BANK 1 r OPMWAu. Ae -1" - 275 BROAD HOLLOW - -- ROAD 4 l 102z Q � ' �'V ���v� 1 _n _ v - I� - - MELVILLE, NEW YORK Afr I - JOSEPH FISCHEM JR, P.E. — — - - — — — — ' /— PROFESSIONAL ENGINEER I T , X :i r4.,•. 'P,�.yT . ,—:amu._ ..__ '� - - - %Tft vIGAY MW IXfnI� EA1 %R.A1PORMMD 105 EN51N0 ww tw6fo m n RNM'f0MMMOvEO EYASfING:h"PIPE-FhTEv 1 mmav U MD OPE}�JG6 1 �11 MAti(MUN1 PI'(tFl P00KMWA55emmyNAIH _ A�f08E 01.0aw 501.D HOEAMT ROAD-SOUTHOLD NY 11871 EMEMIENCY E%If PANIC W181IPPf1 "GRYREIE 1619786-2054 MIVNAM fO ITMA1N, f M06CWWf. PLIAtBING NOT. I -- �� mw E%5416 S%*WY WAK LINE. ! —If PwvImNEWk�r xAe EAST PROJiR Go�Nr cnnN ro MnvxnE 1 , N.L PLLWINci N'00,15 f0 cONPCvN r0 END 9 5eaK COWfY GEPAkFM w a 4,%-* Y?JILESREAM `N.NENfS, DRAFTING & DESIGN 6158 MAIN 6AYYM WAD-SOUTHOLD NY 11471 8519786-1861 — n00p & WINPOW 5CN � DULE w. PROM fo n,rn -- ----- --- low - — - ---- - - �HARDWAYy - ---- 50 MAtE0l1 . . - - - - - ------ --- NLW.1ll�Rd-7R ---- - o(Aft RWIM Pf aV5Y.FW=frYwrO NES�l751EG-(IYA.LOV/MML)IHO[JWOMFvw 7'7vw RHMRwmH m5m BNL ® FLIYNWINgllit 98PCOJOmOR - _ -llM'f 5'-0"[7'•0" IUSt7OtNK7Rb,Pra SFpIR M+cf aMN.lerara:(51aRanlEv>SrRf oP�auG�ra�cuSMosc>lslry NNccs, v13 frJ s fffV WWff 101 PLhYNWINg1Y ENIT/JQt RIQ1f 5'4"[7'4" -- _.—_ SfgX IPMIL BAR5f0 EX1EWFLLL WDMI) 1700R, NCLIf)Y/NEfN.FImOOC4. —__ —_-IPH:55E0`nEEI(H'ALO.4 MF1N)lP.rM�[JN'0 M?MBLk5 FREPIXRlW3AH/R'.NNOON StEft BNI • MN.20(Aa%m FAm I MAt0f MN.IBCAU0HaRPMf'M)5ftEL m%w'w"wc1.f1AvwL"YNNCE5, __-- —_ _y FISR"W#HrA%CIMFWWA0fH�• 06251 Ar PANIC DAR 5 LL1 f0EM1FWFW1P"0P OLV:K. l�- ig10WM10EN.FB OLI7F. _ --. _PS:YL951EEL(NGU-0NNi/K)IfJOt.VNB MEMDI25��tlaRFVdhYME wNGGN 51E1fL WU I �FESSIONP�• ® Pa6P[Q�GT; Y%fEDOR LEP( 5'-8"[7'-0" MN,10GWALFITLFHE 5hI0LR Paw MN.IBCNYymff& PIM,J-kl 6IAb'NIM°.EI.F CtC'ANG'.ELiRII(Y NHYES �— PORI; PROJECT NO: HaWNINIAL FRTV00t --- PMW%M(H%WNt FN.)"IJWDWMM6 rRECYAJRw6AMHNu0N5t ELM 602-98 ® YR151NG61LVIG EAPO(al.@'R RYJ1f b'-o^[9'-0" ru1.20(Aa%MFAa 5 MMMaMN�I6CAa Mm1tv) nft ePAaHa lxM sa.F aeS :�eTam HPe75, POMMMPAWWWWAO W1.204w 50a F/� M'DEaMN,IBGMYE(5lgRYA1E0151PE1 mAlsk4w5af ao5wi4.aw AWN Y' a vaa N0.1.OW M`.fA fRE 000P, PS:SZD 5IPEL(fq.IAYA'EfN.)fEADt.W.b NLMBERS FRE OOORN43AYAff HAYn0N 5ftUL ENi ® NAYNY�1dtT LGWYGq•Y PL)NFOdA PJOiP 5'4"[7'-0" SHOJP IRt�S 1 DATE: -- - — -- — 03-27-99 ' i PNLL BIR 5f0EMtENG'FLLL WDM1 a BOG? __ _ — REVISION DATE: O ------- ---- -- -- - z'r12^ mvaRBlxr. rcAvaa�alGwmwrD los ItwNYlBFpIL4 IOA[)BYpGrKPlA7PORIA on 2e"�n-0o� NSIINEVIfAVYCAlYt51ER WA � ` - - - - _-- - 09-09-99 - - - - -- - - - - -- - - - -- - - --- - --- - - -- - - -- - - - SCALE. mwm --_---- _ -------- _- — __—__—_ - SHEET TITLE: Nlo FROM fo (� ----- -- — IIr �I FLOOR PLAN 5I MAIERW. PANG FP✓wE WRRNARE Wi WIN WARE110ta mcoD� O 5fAf 6'- "eA4 ' " ren 1EMPE�v ! ti`m T----- -- 1 ------- AuvluMsraaNr>�+rFZM�E Iwn -`--- -------- ----------------- ---------...---- J SHEET NO 3 of 9 X - 193 I M 19'-13" A, 51M LIMM5 (SftGLIAL) 17 I MIR k' ] I, �n/5•' IRF'& M»oM _ � - - _ _._. C+FICGI 21 2" � '�2" fGPa[�L IOM CONIRK10E f0�VMVPV/IGE 5LFFLENf51PFLRrEG4WEL►�� N O R T H ""wT5AQ F O R K NJ)09ER ROOF i0P ELUPMENf. U �j O O O O O O O CEALOf1xM " ro BAN K zrFnwlMrnoF 100 lcoW5/ Y. > • fOr9 „from be e b Wnr24 "'-1, 2-1 Fz' rup [30f0m ROUTE 23 MATTITUCK NEW YORK 'R r DRAWING r PROPOSED LINE SED STORAGE M, a snrrrc/ GAO"ArNM i ^ i BUILDING ADDITION i3Pll° 2-I. " .F/5' ^ ILTwkfrOM PROPERTY OWNERS NAME: 7 Elul aI ." F- 2' rTs5 10M NORTH FORK BANK Al" FROM WALL f(/amp LIN.Or t't ,rill, 275 BROAD HOLLOW I ROAD b MELVILLE, NEW YORK V, 24 _ ��' W 40 57EE of W'9.1 i_ EL LOAM __ 19.b2 1YPL[iE N 24 I7 EIEEL Nd q� -- -- --t- r Ee,. nM JOSEPH FISCHETTI JR P.E. — — — — �—t '777 �— _n. — _A ._ 21�,li SfEE [SEAM N16 r. 1 _ — _— f _ ---+44, .• 11-- _.-__—.___—�_ ___ _—___ PIODF6SIONAL@ICWEBR Yk LAfAt'r or%u -M5"W NPOM5 fo EE Ctl UMN,W R.AfF AVC REMOVEV MD OfEW5 roor0.6 fforkwow, !a ff)K VWXV50WIP NOBART ROAD-SOLrni=NY 11971 m 15ON'!Wlf Ml CAJCFL7E (510765-2954 . T�u55 p�AN EAST - END 4 DRAFTING & DESIGN 5180 MAN BAYV"ROAD-SOI1 HOLO NY 11971 (610755-1e42 SP,IF, OF NEW YO FISO/yfr�'P¢ A C • 052550 hyo n89$IONp� PROJECT N0 602-98 DRAWN BY CMA DATE, 03-27-99 REVISION DATE: 09-09-99 SCALE 1/8" = I'-0" SHEET TITLE, TRUSS PLAN SHEET NO: 4 of 9 r.taplalalaa .® ! '1 I WOOF M6515 TO It PIfcwv (2) 2 x 10 FLATS BOLnI7 0 1/4" PER I'-0" TOIA. f0 MARII pLAn, M OF -- COWnR FLAS}IIJG R00r 1k115 IS 706E pIfLFEP � ' 2 x 1015 TO 6E F11151-1 WITH BA5EE fl,* Y e 11/4(" PER V-0"" VOL 1/4" x 50' - 12,5" EP(Z OF VWaWA.L All IAYVI SIM 2-112"14 I�Lfll VII ILWNLf: RIGID MSILATION 1/4" x 50' - 12.5" 2-1/2" RIGA INUATION OWMEMWAW WOOF 9/91EM IJSfA.LEP 1-1/2" COMrAIVP 5TM PECK 1-1/2" CORRIM017 SnEI.PECK A5 PER MMMRACMM 5PECIFICAf1ON5 NEW 51M JOR5(SEE PETAL) WIN 51M J01515(SEE PETAL) FL 51st*V FA5M FOR A.IWMNLPA Ci tnu 5Y5nM DLa UIVA A5 1=00 E Hai S1Eww Pamw \\\ NOn Adz am CONfINIOlS Q1fnR WTfN W 50L IMAM LEADERS PPEP f0 PRYI4EU,5 (5M nM FOR 5U5) 6EMA51YpORf Af % PIk"XU ELT 'CO Lblk(lf4 06ND (TYPICAL BOM 5511 MIAM�j MHSDU_0t4WALLAbLK( I4 (11`0 6( \\\ _NEWMf1AI, 21,155j ` ( JCO 1 (RE PETAL) Gori .WOCIMir (O UllmN " WI)tL X12" &UiOR0aT5¢4'-0" O.C. �?'( P C°i EACH rJxISSINU 1'IF.RL6cr>rT1oa� ACOUSf.CtiM 91rMcOw01'MNG f0 i // \ ` Z' Ala "9r*VAV 9WrMM FORWIERiOR F N O R T H Urk rO MfAL 9Vr FOP F O R K `AGO1,6f.Ce1 ^ HIGH STRENGTH BOLTING REQUIREMENTS - CON51WON 5MCIPICMI N5 B A N K AfCaIWW LOCA110N5 ALL HIGH STRENGTH BOLTS ARE A-325-N WITH HEAVY NUTS AND ARE TO BE INSTALLED USING THE 'TURN-OF-THE-NUT' METHOD EXnNP 60F(OM GA'.P OF SPECIFIED IN THE NINTH EDITION OF THE AISC SPECIFICATIONS M65,MTOCaLWN, FOR STRUCTURAL JOINTS'. ROUTE 25 / PW7VIGE 5° x 5° x I/4" 1AM ner aTABLrE LA Total Shear, kip. K NEW YORK EXISfkJG W1NPOWOPErArY MaE 6RA f PLAn. - k fck�G�,i -i. - 96__�A� MATTITU C r0 6E eLocKEP p 05EP WELL PLAIE fo catm AN) W 30, 27,24, 21, 18DRAWING TITLE— A387epi;: M.3 63.3 m.5— !�_ WWOW*VPOOROMNW45 � PROPOBED BTORAGE T,`24, 20, 18( pE(AI,) iRll%,WEEP iW155 fO _ Id25 HS Bolla Lfi.3as,x 3ieCaLWW, 1'�a�8 3{As�ei. sitz i3x- v3 AEE r0WAW(2) 5" x5-1/2" x3" WIIJ70WAJPPASKOpENMJGS ARif01i�VE BUILDIN8 ADDITION / o TABLE b" Total Bearing,kips STEEL LIJIELS, (2) 5" 0-1/2"2" x 511 STEEL LMLS• PROPERTY OWNERS NAME: near lam. e, q NORTH FORK BANK k33 1-2- ai 34 ya t - term Usatleaimel[hcknau ! HOLLOW 36 ]SZ ER �a3 ul encldaetl wahueamulti . Llrl Of(2) LAYERS OF I/T 41 233 1 271 3m :rx teo'm to,ma.vaWe=°.Y X75 BROAD aff5LIM60AW,Ad71--1/4" s6 2E3 296 338 : : ROAD META.L5AP`5. 6 2'A _ 2L /X37tXIX1d2%ASTM A36. See Tablea-AforL MELVILLE/ NEW YORK I j j (SEE PETAL) rI h,.o.Wo,ear b•om:type path thread.in no.wore.. .` 'lelnanp.wneuerl th from shoarvler.a. AMERIC AN IN6TITVTF OF STEEL CON9TNUCTI �••�� TO7 F1SV rn JR., P.E. PROFESSIONAL 00DIM I 5 REAR o 52" 0,C.CJZOIIf CELLS 50LV. r_7 Alij / (•4'-0" LONG) HOOBARe ROAD-801'"M NY 11871 6318 766-7161 / 9 6Ka PAWALL rRU55 REINFOIUMEW i j EVERY TIiy9 CORM ElOSTYJG C:ONLRETE BL01% / — W12 x 58 1w12" ncoNCEnaK 6LwALL EAST p 9 END DRAFTING & DESIGN 1-1/2 1Yd60AA7 I / NotE; STC Lr O�iOuY�Rc 6u6MAwanYv�strROAD-wvnlaDt+Ylwn 1-1/2' RIpP INSIJ AfIC4J II -► / . 5EE PETAL FOR cauAw 50WREFORr ro NNGMEER, PRIOR ro EW A Z FUIEIY / 61ri 170Uf COMMENCEMM'.Nf OF CONS UION, S" COW" 9 A6 WrN 71=1 (INSLRE A MINIM OF 5,000 p,S.IJ 6" xb" W.W.M. TYPICAL WINDOW AND DOOR HEADER DETAIL (NOTE: MATCH EXISTING FLOOR wa f, EXapf FOR 14" x 14" x i" 50L PLA2 SUSPENDED FLOOR EWAWCONUMSLAP 2 W1IH(4) 1/2" x12" LOCA110N5) ZNSPEG(IDN Of SL01J (EMSI NEWAAHION / MU1ORv af5. �bINYOPLf tY1pN( IS RFJQUTACD 1`f15 TMAfC 5EXI51Nn) IiSENON-SINKCROLI(A5 W42W MKII i I11 PLAn. 51I CONCEn 9 A9 WITH PRIbR • 0 'PLACE'aw Of 6" x6" W.W.M. CDPIGQII;(L ( fP1LAl. • j' Y X X X X - ), - (NOTE: MAfOH EXrA% FLOOR FEIAif,rxwrFORto OF NEW 9151'ENPEP FLOOR gtP� FISC a YOp� LGYATIONS) (4) 5REPA?(1ftt) NOTE: CONrRACfOPR f0 n51'COMI'ACTIUN OF 1 is EX15 INJG 5011E MD NOW E51Lf5 GF a ° #5 E6At o 52" W/ 12x1 HOOK :I 50L wAZ w(.001'AL1 WFORT fo X d X X II ° �� 0526 Lf'i ENGNEER, tO COMMENCEME1Jr OF 2" 1HICK AV 1K%.A11ON 24" WIPE FROM • • r core>iRIC = m' OsswN�` L GRAPE PROJECT N0: " / 2 t _ __ 12" 'BOCK CONCES FOUWAfil i! " 2,,011x2'-0" x5'-0" +/'- CONGVEPIER 4 1'FILKCOMPALnP.�NP6A5E _ _ ° /` 602-98 6ML VAPOR6ARRIER — I I=111 9 DRAWN BY: C M A -I I I=1 I I 2" 1HICK RIGID INSILAWN 24" HICK MIN, 12111 I DATE: os-a� 99 j (4) #4E6AZWKCA. 6ELOW15 AM 111=l I 1=1 11- a^ #4IWN 18" OC NOPIZOWAL(51M) CRATE _ REVISION OATS: ' 111—III—Il • • COMI 51.0 CRAPE 09-09-99d TAPPER FOOTING T MAP OW EXISTING FU WhIH 5W A5 R5QMP 6Y CRAPE —I I SCALE: j COW"FOO". d ° x EWAM4" 06" CONCETEMR/Bl1I'li l 1. -, 2'-0" x69'-0" x1'_6" C(M.FRG. a Q 24" WIPE X 12" PEEP E'IE FOOTING SHEET TITLE: (6) #4 RWAR( fff TO RaO - 4" OC 2 X 4 KE1'WAY ° MIN.b' O" 6ELOW FIrW GPAPE. it WALL SECTIONS *4WAx.(FRONff06PCTJ 4"' OC E6AR - - -u SHEET 140: WALL 5 � CfION IIAI ' WALT. 5 � CTION ILII L-----�Q"----'---i __--� ---- w1.elil,.,,,ar 5 of 9 2-112" RIGH INSULATION IV 2" Comri UEl7 51EEL DECK (2) 2 x 10 HATE5 BOLTED TO DMWWA PATE. Ma OF --- - T . ---------------- - ------ -- - - 2 x 10 IS f0 BE FLlL41 WUN {T --- - — Wa OF AAD NXL WN A5 FER M4VACTM 5FECIFI(AfION5 W 5i1 I Dw MAAN6 AW FA5CIA FOR ALLIMId1M amp ( m PWM FOR 505) A IV 5Y5TEM ANCHOR 60X15 WELDED f0 9EPT4NG �— FI.ATE 4'-0" OC. MAX. 51M MA"HATE PEW MEVI, fm55 5" x 5" x I/2" WELDED M•IA.E DRACK11 LZO (5EE MAU KOMN6 A5 W=19 j (fYPICAI.BOM 5"5) ; A, it I ANCHOR OMI'5 7-0" O.C. --- ALOIYsf,CEq W AT COI.IWIN LOCAilONS NEW METAL IM55 N O R T H rx1rw"TOM inn io C0 um. ; UE51(dJEv 6Y OHR5 F O R K PIIOW 5" x 5" x I/4" MewcKrr�A>E. '�_ B A N K MW HANE fO COLUMN AW TRIJ55 wa.v M55 f0 Mm ROUTE 25 MATTITUICK , NEW_ YORK -- - - DRAWING TITLE ACOUSf,CEIUNG PROPOSED STORAGE BUILDING ADDITION i PROPERTY OWNERS NAME: WORTH FORK BANK 275 BROAD HOLLOW p� I,eVG ROAD M(G M 1'0 M1'& 5T 1 0r MELVILLEv NEW YORK CON5MIC110N 5MCIFICA110N5 JOSEPH FISCHEM JR., P.E. PrAffSROMILENGNM 11011Mrr ROAD-SOUTHOWNY uer, W 12 x 58 STEEL I BEAM m1617�-� �— 5M MAL FOR CatMN EAST ou.nour END 9 5" co.WX wmI b" DRAFTING & DESIGN x 6" W.WM. (KM: MASON M5111JG swseu�e+earvW►ROAD-sovmo�ntn Tian HOOK wu f,EXCEPT FOR aimres-iesx 14" x 14" x I" 5f EEL N,A1E 5115KNDED FWM va(4) 5/4" x 12" LOCATIONS) ANCHOR 190X55 --X- - -X-- -X— -X- X- - X X X X X X X i, l KM: CONTRACTOR 50 TE5TCOWAC11ON OF' EXNN6 501."SNOW I'J;SILr5 OF 50L BMNG CAYALITY lvoff f0 5" COIMTE 5LAD MH b" x 6" W,W.M, gFls°/y rOR� MWER,MR f0 COMMENCPMENf (NOTE: MAfCN EXISTING PLOOR FE", WEFTOF t h�e� erg FOR 9USMW17 FLOOR LGCATM) a ! 2' O" x 2' O" x 5 " +/ LO%x-IE PER I h°• os25+° LCH l kOxEas� p� ? Ti z-0 x 5'-0" x 1'-6 CONLK-T FOO M X X X X X X PROJECT N0: 602-98 (4) #4kE6AKVERfICN i #4 MAP-16" O.C. HIMOWA, (51M) GRAVE DRAWN BY: CMA ii DATE: AV AN 03-27-99 ii 2'-0" xC-O" ' x I -6" CONC ffG. --- REVISION DATE: it #4WX-4" OC (LEFTfORIW) 09-09-99 iSCALE: -- _-- -- TIL #4 RE6Pl 4" OC(FRDNf r0 6PL1J I/a" = I'-o' WAI II V L 5 fir!V C T I O N I I 011 SHEET TITLE: WALL SECTIONS -- j WAIL 5 � C f I O N " V li 1 1 SHEET NO: 6 of 9 PWVM IOW 10'w X 10'h U OVER LEAP DOOR W/ 21'811 x 61-811 PA55 fIKO11CH POOR. GOd1R01, J19W 1611 A4CHORBOLT5 f0 BE CUf IJ FLOOR MAX.4'-0" 0.C. Y ;, E CW55 SEam AND ROOF 18155 PIAN FOR ROOF TM LAYOIlf. 10'-0" x 10'-0" 6WAa c"wi - 5ff POCK M/Up MTAlL rcr 121ACN51ON f — �,` - PAY DOOR. P CON51T?UC110N 51TOMCA110N.5 ;r � rFx. coNCSLAl3w/ AN ��� P '^ bxb 10 / IOwwM, 5MOOTH FIN&. ( ff 811 CONIC" % , ! AN 5EE WALL 5EC110N5 #5ff-P G WALL W/ 6" CONp It ~W1 6 X b *10\ #10 W,WM, 1 pJ m t�11NI°ER5 FOR FILL WALL #5 6Ap 12 0.C. PIfC}ED 4011 IN '0'-01, +/ - # 5 WIMP MAX, 3'-01 0.C. 5ff POCK I.MW Mft6 I, FOP 191WN51ON PhAIL5, eollfwAY5( cR055 >, ANP CON51VMON 5nCIFICA110Nd5 PArrERNcoNr. ) 7'`` 'tit' __- " COMPACT 516 6+m COWACf _ Ii 1510 6M _ 1 24Pt?AIN CAP ON — - N O R T :! to PIA X 6 -0" ---- - F O R K ; I IIA N K 2411 X 12" CON--" B FOOfW 9MI'PEPA5 j NECE55wTO ROUTE 25 MATTITU C K O MAINTAIN 3'-6" L___a �. _p NEW YORK \ Mow I'm aroma. - - DRAWING TITLE i O _ PROPOSED STORAGE Cp055 + O ► S� BUILDING ADD 17 ITION 6: XUICONCLTF001NG PROPERTY OWNERS NAME: 5A5MQUIff7 C110C _ � — NORTH FORK BANK \ ( TF Cp055 5�C110N) 875 BROAD HOLLOW > 3 O ROAD —� MELVILLE, NEW YORK ; I ; JOSEPH FISCHEM JR, P.E. PROFESSIONAL ENG06M HODAffr IODAD-SO(MnD NY 11071 1616 706-2861 1 Ir I i i8.1 ^,.o„ e,, EAST , I — END 9 i DRAFTING & DESIGN I ; i 610pMAW DAYYW RDAD-SOVIfOWNY IIOTI (616706-1002 CONOM Wa AT LOW POCK MC 10 X 24,9 51M CHWI W/ I/2" X Ib" ANCHOR Oaf I " LAMINATED U VuE617ED f0 MM & CAST INTO li .'` MR 61WM A5 CONIC",� / — P. 1611 CUNCMIE ffAMV W/ (9)HORIZONTAL #5 OAR AND i (U #5 5TIRLP - 12" OC qoCOMPACf — —_—._ BEId7C3> #5 RE8 * eQ OFn EIV 516am — Y— ONtroAo- 12' 9" 57'-4" ml ro sa1D w _ �OI O 40 0026tO ,t�i - FT 112" CCA 6WA2 POOR P a arG -� POJ N0 SOAPING POCK PQM DRAWN BY: 602-98 CMA 5CALE : 1/4" - 101 DATE: �-` 03-27-99 0I I I I REVISION DATE 09-09-99 SCALE: SHEET TITLE: LOADING DOCK SHEET NO 7 of 9 PO REO CONCRETE / 1J UNDERSIDE OF DECK UNDERSIDE OF DECK FOOTING ' /"METAL STUDS 1"METAL STUDS n IT n n n n n n n n n n n n n EKIg7. SUSPENDED L--- CU__(.L_ L!-r_�_ —�1__1j— _ll--LL_ _IL _� — �L — - --11- -LL WSTI G I SUSPENDED CLG —_SUSPENDED CLO. r ?I TIJ - - -R'- r - -I — 7I Tif—T{ R� AC DAL CL I I I I I I I I I I It I I I I I I I I I I I I I I I I (5)05 REBARS c.IJ-- .... _ 11_.�JL- L_11_-11_-il--LL- -iL-J -11_-JJT- II--LL,= T1-- - 1T--1T-- r-71--TI- - tt--IT--IT- -7 -71- - T- -Ti- R 11 f1 II II II II I II II II II 11 11 1 (t5)#5REBARS ll_ LL__hL_, L_11 _ LL _IL_ J _11__11__ll _ _ LL = C TI �_ n..--Ir— r---r — _—Ir--I —7I {T IT I 1YYWATER �Z LAyER351 'TYPE^X' I 11 )1 b H I I l l t l Q ^ I I p)t2'kiY ANCNOR BOLTS I RESISTANT GYPSUM OD. p.�.0 EACH OE � uLL_ IL__IL_ L.._11 _JJ _ _ LL__IL_J11_ _ LL� NEW 12' G. B Ti -R' tF--iT - r='T 'TI' -TT- R- Ir - 1 -T 'n - P --R t2 x12"=1^STEVE It 11 I iI II d II vATCNASR�tDD LI__{.L _ LL--1L_ l_ 1! _11 _llLL_ --Tr- r-'TI -_T1 _ R- IT -I -_Tr-_11--TT--17 I I I I I I I! U U G U E) u u I I I I I I I I , VT RIGID INSULATION 6'W STL TUBE W1^Z'CHANNELS RESISTANT GYPSUM SO 12W BYERS 5NIB"IT7'PE 7l' I l 11 11 I t 11 • 11 11 11 I OO EAC e it II id II u u u u U U U U I 1"METAL STUDS 1"METAL STUDS NNWIILLCONC SLpCK ABREQO OPENOUG I EXIST WALL - %/, ST NII - I IT N O R T H I I FINISHED FLOOR - FINISHED FLOOR r O R K I B A N K I I ROUTE 25 r- - — MATTITUCK , NEW YORK WALL TYPE No.2 DRAWING TITLE rl PROPOSED STORAGE tl n. " BUILDING ADDITION CONT 111"MESH IL. ' "' .tI '. ai jl SCRTAL EENFRAME IN PROPERTY OWNERS NAME" NORTH FORK BANK 1 w vERTTICAL }L 1 I1PBAp EACNcoRNER 273 BROAD HOLLOW WALL TYPENo.1 ROAD MELVILLE, NEW YD CONIC. BLOCK Q EXIST. WINDOW w STIR-uvs,e^O.0 25 DIqA� JOSEPH FISCHETn JR., P.E. H STIR TALY PIPEM INGE�L PROFII90NAL fiTA1WBBR ti HOSARTROAD-BOUIIMNY IIBYI 1615)765-2851 77 I{ n t1 �g EX STTTER TO MATCH ft 11 11 II ,tea— BRACKET HANGERST 7 . It I END L r COMPACTED SOIL R .,;' - DRAFTING & DESIGN -- COMPACTED GUTTER DETAIL GRAVEL . - . . -I _ I `_ _ = 5190 NAMANSAYV8ROAD-SOVIFIOID NY 11871 : . . '-..'. ., .; . . .. ., UNDISTRUSED SOIL Blom . . . — __ - _. 16151 755-15 I5 82 i STL. COLUMN @ EXIST. CONC. BLOCK WALL CONCRETE RAMP SECTIONS 1rr�rd 112'"G.W.B &rTHE77IC STUCCO 2'11^STL, STUDS 1�PIPE RAILING EL 0817'E.v 6 BD. 51? 51/2^ —�— I/tCa BOLT AS REO'OCONIC SLAB J� c — — — tf. Ely ,tV V6R.IFY vertu St` FIS C CONCRETE BLOCK Mau�FaLT Neil 4 * y� (2)LAYERS OF 12"G.W.B. 1^ 711"CCA BLOCKING RAISED ACCESS " . . . r P FLOOR r / 1115A 5/8^STL. STUDS 1O W1 r C IG O INKrION — — — y� OHANNE �O052510 5'18^97L TUBE - � X351 Nps' 1/2"G.W.B. ~ -� 11R"RIGID INSULATION— °?% Ila�� 115 REBAR I2^O.C. 1R"G W.B PROJECT NO: W/-r CWWNEL9 ,• _ ' If ' \• ' MM66 OVERHEAD 000R TRACK 602-98 TRFM01�'V EEACH )Ij OVERHEAD DOOR DETAIL @ RAISED FLOOR DRAWN BY. C M A - , 55REBAR IYOC. 1 - DATE: EXIST. BLOCK WALL COMPACTED SOIL 11 ' EXPANSION JOINT JAMB GARAGE DOORS I - II , 03-27-99 �\ REVISION DATE 09 09 1"P.0 SLAB - II • . !r 99 �_ SCALE. I�bo'rRN Tc � . • '�; " . I III = I"�-III--II '—III---III-;-III-III IIIA -I SHEET TITLE: UNOISTRUBED 601L--.--M.F_i — I =III-=III=III--=-11 '== =III=III= ' II 1t6H ' ^ '11511 I .• SET IN SEALANT �_ DETAILS TT MARBLE SILL SHEET NO: CONCRETE STAIR SECTION TL8 of 9 INT. DOOR JAMB DTL. EXT. DOOR SILL G . INT. DOOR SILL DTL. STL. COLUMN DETAIL I i EMilk fft A I- 175 WAIT&M WLIYIE WN.I - MMMA A - FM O Ift A ( maw mm 195 WAtf AYfAL WV.ICa WN.I. r 195 WAIT METAL MIPF WALL s P'MM(MADE ) MET rixm ( Mot ixilm, 200 AAAP 42 CIMLIf e 15'ADOVE cM e 15' ABOVE LBA3 5aMP fnE Qcv 5Mw4ww 24ovar 1[ 400W 5M% 4 WK—,400AN? "UAW eli'ffl� TP55 CAftf Mc � NEYn&WHNBAflIFYI. PMDN4De I-517M 4" -_ COADIIf Gw AP ��. ----_—_—_—_ 800A ML05PI{4`E kW1f1: MNMIHWWfRiss i - 50M I-ILM PAWL aaLLr WM: 15P700A 2-5P 60A ( c c ', c .i MILK I'mc _ 250LNAff MFfh-Ii6M C ' SP 60A C I-400A 5PACr FIXNF 7YPE B --_"-. - +- fig, 1 20QA WAGE PJ�Q1 UM BAY MIM 95WAff MCCTN.P&M WN1 ` "ON rMCl R N O R T H PLA7FOGM F O R K ol B A N K rK.2 rr UI , �'"I (D ----- -------------------------- l 14 El) ROUTE 215 MATTITUCK NEW YORK DRAWING TITLE PROPOSED STORAGE 2 - - - — - ---- - - �- -i- i BUILDING ADDITION ,al f C l c ) c PROPERTY OWNERS NAME: I& -o' cv,i,r> NORTH FORK BANK - FMTUf ME D - " 7ti WAIT W& 4� newYKv rwWw WALL n u rp p1 nI P P ROAD BROAD HOLLOW �- wrPMfIEE ' a, - �- _ ROAD Mo MELVILLEv NEW YORK S�FYlIXYVPMwLL1'N. --,--.,� � E� / snN6KATI'MMAW 'a, exl lWwwrLA7wsroeE JOSEPH FISCHEM M, P.E. PAW fomffhriEv exls X56 00!RMP 4� M DVWANVOFU 6 POOVANVA`'AWLYWfN PM 1l7OL BlIX.p:95aD I ' PROF896pNAL ENORiBBR EMkMCENCY Ex'K PPWL ! W11H APFFV"COMM NW INAP1 fO OEMM. NASLTKYM ROMM ROAD-SOUMOW NY hill 131Q733-7G34 EAST END n DRAFTING & DESIGN 5130 MAIN RAYVIEW ROAD-SOLMIOLD NY I lilt a1N 745-1332 - the - - 1 - �IQ1f1NG FlXilt2� SGIE -- - ---- I � I �LEGiRIGAL SYM[i01 1�5T LOCM ON ^� RMM5 51TIBa h xPncxT �Fwv KMS: - --- --- - - - --' � - - - I. ALL WMM4MAfM5W BY48 MCTEM CaRACTC)M A e ElnWAU- x - - - x PIS WAR AE1N-RVv WHA.PALL PIRF.x PLCLPfM1C 170 VO:.r 20 PM1' C WAS % x 250 WAftME1'/IWILE LON BAY r - _- -- _ -- - S6 OF NEW _ W.E55011f.RWi F'CCIF6�n I- - { x >S WAftNC-- FW,IR WN.4 PKK - _ _ W,P, 11PLfX Q.CEPfPL1.F. IiiiV(M-t 20 AMP IN WEATYEkWOOF EN'Lo31i 5'xP � 1 Y C PINI Mr ON MO�d V v 46 µh (EVNAM5 * yrve A"Fj� �F --�_ Jll 2. DWCWIM IS SLVEMATk DO NOTUSE FLK L(YAiI0N5 E e%Jf CeLm x - x - - - x { - - Eart10tt 31 R�d#FNF PMYTOIlt - -f IRANW[K'N�EE FOE PU51 DUffoN BELL (EDWAFI'S> F 1-10 W WALL COOR71NAtE W71N iFE PA'FMCOM1WANY E%ALI EEQI11fhMENf.. ' D I I i �, 5) 8) VOOMxL (EDWAW,) a (I. 1 900AW'IMEP•LXOWDYSEMviCE t0 Ex151NG iMANWOMMEM PAD. —__ _ I_% _. - _ 1M12 Ha YAel�J1A`RR6___- _ _, - __ - Ci 4, N.L WOPI 5 f0 COPFGRM W11N LLCO,5fA1E.MID IIX:N-COPES. —_—_ __ - - - fokE nMl Cl-L1CI, ryO 05250 _x uevwAl x ' �- x +eNaucmrttn�BvrxPrAwwarr�tiBKr�v. - _ rc (�) - MVVM Ik 5FAJG�"CONVW, W Off MWATH NEW BYILCO fPN55 CABWf, i G-If PNFDY/ffA -_ I L Priv uan!I.e:F=,Pat ate M�lVxflxllra 5nu I VIYONI,ECf YaN1TCN 71LF.D A>EEOI.Okt17 OAEss1ONP� LPMkT `rr ILII} lil MAlti nctn Flan sv'Ely 9M7Cn - - -- _— _ ___ PROJECT N0. _— —(61 (2) NF.W4C10AW'SPIA`EAM'MiRANS-scABnaEr I :- _ � - - 1 602-98 EIFY DRAWN BY. Lam (A ( NEW M110800AW -0FANa (9MA5MaW) C M A -AOMWAGE -- - - --- -- -- -- - - - --- DATE: (5, I 800 AM°MLO 5 PFW5E 4M 5aW D I-LINE PAlFI 03-27-99 2-SP6M -_�`a�_ W11N: - IW10M -- - - - - i REVISION DATE 09-09-99 ONU hl (� I.20MWAE - -__- - rLM MADAM - - --- - _. aJ5e. Lw xcwvw s¢enASMwa�vrovz' a�EEaa►roE�v I 1/8" = I'-0" ' - - - - -- - - �----- SCALE: NEW FEED TO 700 AMP SPVA`E A WM MEL - - '- - - - -- - 7- -- - - - - - - - - - -- - --- -- - - -- ------ --- - --- SHEET TITLE: (Bf) 200 ANP 42 LXUr 501.IMF D M QM ft5E 4 240 Vaf (9.) LlgifING CONGLfoR AS MQJDD, �' ELECTRICAL PLAN (IO) fOI&TIME CLOCK-24 N=PE MMWMSHEET NO: 9 of 9 :777 , I PN 0 9)9' p EXISTING SANITARY SYSTEM 9 V INFORMATION IS BASED ON SURVEY PREPARED BY YOUNG & YOUNG LAND SURVEYORS, DATED: NOV. 14, N. 210 561 2011 W. O �'J` O /��( CAST IRON GRATE 1lj 989 CONFIRMED WITH A FIELD I 10 �� 1 �• �� / V TO GRADE (BUBBLER) INSPECTION ON APRIL B, 1999. (EXISTING WOODED AREA 29 0 it CLEAR WOODS AS REQUIRED 0 CAST IRON GRATE N J TO GRADE (BUBBLER) S. 33O I1 00� E . N NEW LEACHING POOLS 1 fl " /'� 1 �, 6 (4) I0'-0' DIA. X 8'-0' DEEP LL I�I • `7 lA V TOP OF CASTING 0 Z ' NEW LEACHING POOLS 31 +27.7' NEW LEACHING POOLS hl (6) 10'-0" DIA x 16'-0" DEEP N E (6) 10'-0" DIA x 16'-0" DEEP 32 E i�"-- ______f (NOT DRAWN TO SCALE) Z U �h 44p I u NEW'12'-0" DIA. S IC TANK 7 43 50 E . 0WITH 7'-O' LIQUID DE F O R K 1 LL +46 . 36 l \ 6" CURB ' 6" CURB ^ INV. = 24.5 6" CURB 6 ' CURB A t ' TC +30 9O' �3,_�. TC +29 =8'x ,_ • TC +27.58' _ Tl: +?8 a2' A K �II - JO„ / I CLEANOUT I LINE OF NEW ASPHALT AVEMENT I / 6C +2985' Z _ Gk 0 Lt� 6" C 4 I W TER ANK 6" CURB EW TCH ASIN 6' CUR MATT TUCK , NEW YORK K' bl �1,1 Cine a + 1..5' I TO E TC +30.5• TC +27' . Bps\N., EMO D ?_0'-U Ej OR TITLE 11 rr PROPOSED aTORARE BUILDING ADDITLON' CONCRETE Z PpWATH z . I TEST HOLE PROPERTY OWNERS NAME: I POST GJ��oA .; P� R1fc� IRONCOVER � ��� y{� NORTH FORK BANK G/33' NSW INV = 28.3 Q FILL-IN EX($TIING (�• + 28.5'+/- 275 BROAD HOLLOW SEPTIC TANk.ld LEACHING` i \NBA NEw 3? _G ROAD Pools B ABA N. MELVILLE, NEW YORK g, UTILITY �( nurEw B D1a, w *O POLE _- -f I� 5� �QP� MANHOLE TOP OF GUTTER C(Ds AS ALT INV = 26.50 DOWN SPOUT ' EXISTING FIRE t°" O Q� �� +3zt. JOSEPH PI9CHETTT JR P E TOP OF HYDRANT TO •BUMPER- GUTTER GUTTER GUTTER GUTTERM'a'T -.BEREMOVEDPBOF66910NNAI, w' CFsy'"I , POSTS DOWN SPOUT ` DOWN SPOUT DOWN SPOUT DOWN SPOUT +31.0LINE OF EXISTING ASPHALT (PAVEMENT r ' �_. ARKING STALLS (s) GurTER Dowty srourS2$ t R�MO�c �XISTfN�'P 6' DIA. w/ 36' HIGH CAST a I r• - I I I I V I I NEW LOADING IRON RIPE ABOVE GRADE. H06ART ROAD-80UTNOIDNY lint ` I -061 DOCK RAMP � asl�Te6 INV = 29.76� 1 c EXISTING NF_W CONCRETE RAMP a�� ' 3 REMOVE EXI$'TING DIRECTIONAF PROPOSED WAREHOUSE STORAGE APDITIODI _ j ` "' "' y . WASTE LINA MAOLE 7,104 SQUARE FEET ELEC. TRA S. ON CONC. PIAD �t .f \EXISTING Q U }:A.S'1' s " (NO BASEMENT) IRE MAIN ` EXISTING ISCINGGM� I -- ' � � I . 1 , \ - -- " NEW M ^ FINISH FLOOR + 33.5' + 29.65' wwwommomm WAS D�Q � 5� MANHOLE INV = 31.02 ` EXISTING INCOMING FIRE SUPPRESSION SYSTEM TO BE REMOVED . EXISTING r- iqI ' I EXISTING GAS MAIN INV = 30.50 COORDINATE WITH INSTALLATION OF NEW WATER MAINS. LOADING _. alaoweT�►rvelr c-mwmo D�1r11*1 � I & ECTRIC SERVICE Exlsnl� (REFER TO FIRE SUPPRESSION SPECIFICATIONS) EXISTING LEACHING POOLS ARE TO BE REMOVED, DOCK FIRE INSPECTION uex t ` CLEAN TO VIRGIN SOIL. FILL WITH CLEAN SAND AND +� I MP UPGRADE EXISTING W TE LINE TRANSFORMER COMPACT. CONTRACTOR IS TO PROVIDE SOIL REQUIRED BEFORE ;i TRANSFORMER AS • PLLMBING NOTE: BEARING CAPACITY TEST REPORT TO ENGINEER PRIOR %'� IynIJN{,A�A�� I I STI `, EXTEND EXISTING SANITARY WASTE LINE TO CONSTRUCTION OF NEW FOOTINGS. OPENING BELONGINGfRNmHPORC.9W"K.L6cAwN ' 1 REQUIRED BENEATH NEW CONCRETE SLAB AND + 29.34' P h �nT;' " r — — —• -- --- — +-- — — t— — — — -- -- -- — — — — — - UTILITY ROOM (INSURE MIN. SOIL BEARING CAPACITY TO BE 4,000 P.S.L) MAfjg a fpwwor 50111MOLG+ 5wom(,�) w. { 1 EXISTING — ALL PLLMBNGG WORK IS TO CONFORM NEW YORK. A5PRLf''AREGCY Y01N('A VY01#W.' U ILII ` BUMPER POSTS TO SUFFOLK COUNTY DEPARTMENT OF �ERYR R� I*v�YORS,�1 I�EWYo'i, { { I I�' POE .. •••••••••••••••••• HEALTH SERVICES REQUIREMENTS. AIAIIN UIIDIR 11 c r —•— —•— —._ _._ _ _ _.—._._._._._._._._._ �NAN VATEp: NOV 14, 1989 " LPN oCiCY1lY�Y� AFF04K GOINIY fAX NIM HYDRANT z 10 r 1715(. 1000 wf, 122 MIL 6 I.Dr �, CO ! VALVE (� USE IS �� j wmmi� '1 CATV = '1F1 c;OF gg I 4. 0. 0526 o' X I S T I N G FESsIoNR 3 4411 ` i � RASS R E A / I1.1 PROJECT NO: t" 1 _ r I _ m"mp" 602-98. Q DRAWN BY. LAM E X I S T I N G B U I L D I N G q�"��� N eaw 1-s-mooO .BA�trWlll1r� C M A FINISH FLOOR + 33.5' NNOTIFY IL1�y 1119111111111111 q TO DEPARTMENT FN 03-27-99 I REVISION DATE: 99 '# O CONCRETE II-27 41 1 IT • �MNINO i PLUNEIIN ' 04 1 A INSULATION SCALE: "liV � 2D' FI COMPLETE FOR 7O� ' �Ul ' TY a i ' I P ALL CONSTRUCTION SHALL NU SHEET TITLE. THE REQUIREMENTS OF THE L% _ C i �I STATE ;ONSTRUCTION A ENEROr RESPONSIBLE FOR CODEF NO SITEPLAN 4 A A 1, / JCONLK i RESP OR CC3LNf,'V CONSTRUCTION ERROIB V 1- 07 t , Yl j SHEET NO: EXISTING LANDSCAPE AREA LON 2,500 GALj BRICK SEPTIC TANK WALK ° i r�n"u�rc.t •. LLL .,a , , i Y ill , h I 0 ' " 11 F t] 1r r A 'N 1 ROUTc so {y . MCMV YORK MATTITUCK I tll " DRAWING TITLE PROPOB _ DUIILDFNd 'AD �17b141 > � 1 D El PROPERTY OWNERS NAIINE: hp„ -- 11 NORTH FORK, BA'N'1�� 275 BRAD HOLLOW Y ROAD 1�k MELVILLE, NEW YORk, - - - - - - - -: - - - - - -' - - -- - - - -' - - -- - - - - ------- ----------- _ _-- -- - =- _- . ....:....:::..:. - -- - JOS - - ' - -. . f' ! t VIII - 1- - -.- ..' L :- PR0161,EIpNA1, ? � m#ClRIR - { -------------- -------------------------- ' I p L INYAR'PIk1AD"!00'1710LDt�YliN1 N012'RH ELEVATION ,jLt F 24F['[1LF(} & ESti� ------------------------------------------------- -------------- o � IR, �►INe-��ovnnw>hlrnrtn h 6WOIA'M16A1"VkWAWID- 11,1 s I. 1V r r it Y pp Irl tr I,rl lY" :� r 4 I- �,ibn sr`I yt�y� ° vli A W- - u III Il WEST ELEVATION Ip I tl^ B Y fv � M1 l 1:I 0 w y 2 Op ry0. 0525 II PROJECT NO: " 602-98 - DRAWN BY: CMA DATE: , I� EAST ELEVATION 03-27-99 r1�V ^Itt , Y REVISION PATE: 6{` r 09,0949 I It Ip x SHEET TITLE: r , I ELEVATIONS r I . NO: of SHEET 1 9 I�, PIl-I^IN, t - .l 11uR, t N O T # I!f F O R K B A NI K ROUTE ZS MATTITUECK NEW,YLJRK" DRAWING TITLE PROPOBEO :TORAOE � I I BUILOINIM ADDITION PROPERTY OWNERS NAME: NORTH FORK "NK la V 875 BROAD HOLLOW ROAO 21I — — — — — — — - -- — — MELVI 4L6, N 19 YORK JOSEPH Fiscm I n JR,, P.E. vnav�onna.a�or�aal ;# I II� BasArcr ROAD-sourimm 119170 am r� Ti,l IF Hl 11 L, 4SI I _ III I HL_ _I w 'I ra I , IF I P T ! 1 _ ® STEP FQOTIN , AS REQUIREDJL TO MAINIAIN A MINIMUM OF DE _J Vd1UE bT FPVI41L5" Ulv'I IVWWIS 35" BELOW FINAL GRADE LF l 'li hE TE I -lljl@I T ' BOND BLlM AT TOP III�RSE ISFE ' ` {i- TI OF BLQI_K WAII EAST END A _ E E HOP .M n hJnllll _ ii�t lIfG,yk�fII e �— e'-o- IoNIGA PKOOaL I -1 P Pff WITH IHAPAI _ I. I Q - DRAFM G D I 1)N 4'-0• CATCH BASIN " . . _ _- - _ _ __ _ . . - . ____ .. WITH GRATE PIPEU„T __..._ -- _ 5130 MAIN - I' HBI UL ) WALL LEACH / r/1 WIDE B DFIP I•ON"piIEFnt,nll'• 5F�S L(LN cT EgA 1969 I1III »___•-•- j JO nR. L L Q DIMEN"QNS 10 'ITEEI. COLUMNS OVERALL O YL WITH rNAI. ® SPREAD FOOTING ON EAST S E OF BOBBINS - -------_-"'------- _ •-'•t '- ! Q FIIJISHED FLOOR b POC OF COLUMN ELEVATIONS AND S1FEI BEAM ADD BLOCK WALL ELEVATIONS 1 ! , I � V 19•-11 � � I ' S Y I� C _1 _ ( - _ _ _/__ _ 1 ® ETE PIER TIE 1 DIME 1 s . 1 (FF LL i. 11 I •` "` CONCq - M„ I di O NEW LOADING DOCK RAMP j / \ i R” PC 5_Ab w I , I U15_-W W.M ' - _ ® Docw LEVELER vERIFY DIMENSIONS (WITH cDNLtAoipa) a 1 0 yy T PI; SnBF L I11 In WWb 6• PC SLAB W 6' x 6" 10 10 W W.M I - I T f = L, U `4) ", ® ]L J RIPLA=E FOUNDATION WALL BENEATH BUB FLOOR RIGHT COPITRAI TUR AI VERIFY If II_ ILU -,jt4 11. I'd. AS RE UIIIRLII CHANGE WITH CONCRETE HOUNCH _� - Il, bil flr l 4 HIII IIMULI [�F 1 a / / F Rf LuwN IN REQUI Y j ALL DOl Il L[ECL R )F l41 °c. 1 SLAP �ABI 1 'A 12' TFPF[, F "FATIF -I• �� LAl STP BELOW FI AS GRADE EP SB MAINTAIN O MINIMUM OF -. -_ . - _-_- . _c- . .- _ __-» ! �\ F!F(1 NPEQMCII IS,AND � 'd AE CT I F I f l"F T TE C L .A 1 SII _ H�SF WALL, AND AS REQUIRED BY ORADE a �jv b n_ATIOVI 114E ,! F Hr K 1111 »L _. ..---- ------ ' -•-_. --•-••-. _----_- — I IL < -•+ - - • -----{ -- # I I f.IINSIRIIL IIr1P °_PEI 1411 A lilf)NS Sfi' BELOW FINAL GRADE AT LEADING p0C AND Ip s I fM 1 MV%rI�N e. 1 Y ® STEP FOOTING AS REQUIRED j - a A, i WI a TO MAINTAIN A MINIMUM OF I 1" THICP BLV 1, WALL 73� �r S) 36" BELOW FINAL GRADE E, oly. 24 WIDE BI I '" 12`. DEEP f'GNCRFIF rOUTIN, ) I 9'-11 i i PRnbIUL TCMLuRARI s'-� ( I 1 I -Wt H ' TELL bF AM ! ll MQ t 18_0" (V F ) I ! 12• • L uNE-LF r �rtv'Doviri _._._ _ I 11 U4 REBAR E(TI. l MI LL IN PE IF III I *1'LL I LTU DsJORR EMERGENT, n I 4 LTI --'-- --- - - - I b JI P L F Ir: H 1I!0hTr_I I I . P R M�4 4 -J ANL [INC,RAMNII Ail f1E A, BA E rL �r[ AVID LI 1 F B,tt �nFr .II RF -r FnllT rn, bn l� '.V CI��yE>94-CA_-__.A -- +s MrIVED •_ L. . - � - I E Fl(TINI,ALu�ll l� - itFAP 1F t, I IliALFr'I ,rlD 1 IL IT F_L III + � � I 41 x k T - ' -�1 I. � ! IHI I �.wbrlFlrn [IrINi � � I 'I � '•;{ " TI)P of cu,ICRFTF )P 0 01JrFj TE - SEE HANDICAP RAMP AND )P 17F UIr•!I ' IIF '� F ��HI r'r 9' TTP 'IF nHr F-I IF CAST IN PLACE STAIR DETAIL © PIER = E1 36 0E Qu PIF" = FI 33 0A PIP - CL 2 0 I'IEI - L. q.' I Q P'4 P EL ti' a ti TOP IJF COld,PLTL PROVIDE 12) 4• #5 RFHAR © 'S'C,VIDL I- I ' t' N', RFBAF PIER CL �J I A PPOVDL ('-'1 111 #5 REBAR FRI,04 L 14 #5 REHAF' PIu)VIOE .II rl p'• REBAP VFRTICAL ❑E5 '4 _ VFRTILAI IIF_' "•1 Ic r=` VE F' IIr AL 'll _ .'1 �� � sCP _ 'fL _ ' t' ,, AEF TI'-Ai. `C '1 24" K 24" POURED CONCRETE PIER WIIH IN I ONCRLTF PIER (TIP) ^v _N1-RF TE PIER f l PI PRO6INF I ' '4'' pu ,FEAR II .I_rt ICF'ElE ITP I I SPI I+ PI IC PLR L' I I.. 101,11 RE �E "ILf I I h�) r 'ER IIT/ TIL- "I (8) #4 REBAR (VER PICAL), AND (1) #4 REBAR STIRRUP - EVERT HE- (HORIZONTAL) - w '.O L LLI PILL F, TPI ICIC ON Erl-TIa. J.L InIG �'LIIIbk t ILLNc 1 - ' - 5•-D" x 3'-O'• x 2•-Q" CONCRETE FOVTING WITH ° UT - LI `.1 1 ,IF - CL. (6) #4 REBAR (LEFT TO RIGHT), AND �fI (15) #4 REBAR (FRONT TQ BACK) I PROVIDE 24" #5 REBAR - `L4" oc VERTICAL TILS 1 I (DRILL k GROUT AS REQUIRED) v ' arI ` TOP 'OF POURED CONCRETE PIER IS TO BE 22-2' QTF ''I IFF I� 10" ABOVE FINISHED SLAB FLOORHEIGHI LII rEl L T11t uMN DIMENEJOII {1 '(EL. = 45 3) 61 eE q r PROVIDE 3/4" . 6" ANCHOR BOLTS T0, SECURE OF NE W14 x 68 STEEL I BEAM TCi TOP OF PIER ,S�( SHIM AND FILL WITH NON-SHRINK GROUT AS RpIIIT REQUIRED. - PF18CyF �9 f� BLOCK TO HEIGHT OF SFEEL BEARING PLATE FOR f 9 SUPPORT OF W16 x 40 STEEL I BEAM FILL WITH NON-SHRINK GROUT AS RED IIREO ND 0525A0 rv2� b s1 I1) ,} NOFESSIONP� J; i. i +Ty PROJECT NO: .I 602-98 FOUNDATION PLAN DRAWN BY: C M A' , � - DATE: '{ REVISION DATE: � 41 W m T I , , 1 IG�13_g9 � I'd c`Yj>• r •, SCALE: va• t1-w 6t �T. . I „A y ,,, , - SHEET, TITLE: 11•`,1 s 1 R I 1 r I yl1 s I " ' � FOUNDATION �' A f I �4{ , SHEET NO: S V ' Nt 'J I�r,, � � � 'I I[ % " ?t I I ^RX "e.,.Mr')?'Ir r•,°°'p.1 ,1 .^-rnr. rP�'^tl. .tr f ., . . ., rT . . !il ,1: ` r q. '. ' r 'd" lhkl` Sa q Yr -. .H . a .. kf T!�',+':,r ', , -e - -1 y,, p,_ ,r, I .. , + tT .,d, '' 'S aI' O' J^„{ `' I. L `p� Hoe' l S Q,jrm:.1�x ,+ri!.,h ry '.;,d.e . " .. , ,J ° Srr �' �t J !' .t, , ^ v d'r;"1,, ,.. r :.'In". .>ik•, .. - iS r .Y"C: y• 9 rn , tA4. ,11A;A^, !p i'. 1 , `,+ rl pi" ,y ,r!', . ., "" ;i 1,1 "u;+' 1 ' 6 ^r , ,,r y^Ap, t :�I i) IY.:r is "` K, '.r A,7{,d, .I. "r .. ra„ r .Si r s; 9 y)I rfi { duM'IJ + �tF'- 'rt' r (. e,,, V, 2 !,+' ,V 1i l " b fF';: ty�i 5 + v i1: ,+ � r. v Pf I rdp �! xy S r,.i r rtN :+p - I` ' i� y faF �1,4 t a If. T �1Lkk, 3,I1}3 AsA rl„ },p," 'I"" ," , f j,, i,� , ,, b '0"Mi ry 4r„ n d v '4 , IIT a r' d�� (� FVd kQ 'Jp��ku(il' t+rAr a''If,t,I . 111. 11 . .. I ,III, i.l ° i nI 7dF 1 ' 1;,e "5+.. thfI +C i'tP1 �31rSa eri T' y� w ., ' ' ,,. Y Er, S5.� , "+`'PITy f L " 1Y� ,1 _. qw . . ^^! i x�ra'M8 L�¢J°,4 :p �K� �y�r�� , i % Wald " I F h", , w, 1" r - - ® - - Ilfr ll`AFl^ , 6I ry Y r °, „FN + p Y � 8 ' r Ino " y'�FQr1. prl. Am" It I rr- d % IIrIX)+4 + .$ °'jf��" .I, 14-10 14'-10• tat, _ 2,. t4 70" 14'-10" 14-10" IA'-10" 11'-10" +pv ' � 'i.�' � �},,.r . . I.r ,� - .r;'J { �iM� I 4 tt IM a: , _ 1 - B _B to ID - --- y� }, I. ..'i a 1,� .7" kII ;e1 f•,4 a"V �i a V J lopta�00,9:4 F W,r x` 4 p 1 t , X1 1 Y,IT n Ll 11 � _ 11 � R � , N ab J I .,� ILA n I IP 1 �"' y�, wu (bt r'" XX j?� +4I'l _ y��y� y �y !Y' I v S I �'F ��yi� 1 'RRt 7J1 ' I d4 I' r tf L Eti , e - -y 4,R �F�� °Y, I Jai + � ~ I 1,,'G f.�l i � J i+ x N 1 TOP DF BLOCN WALL 61 'yE ¢ q3 i + 1, �y y� r Left , pa e h F ,tl , - (EL 48,4) r�'Mr '�rNr', q+r71Y ,,44 ll. dk P7" T'fjp II r"+, p�Y` FI A i T" n .. - PROVIDE t2"x8" CONTINUOUS E ,,,11 ..% .I '?2 't r s b d ,x "i BOND BEAM AT TOP COURSE C Icy`{ " j( r I+ YV rr - ^ OF BLOCK WALL © "T'* w L i'E�M( "^t Rdr x FO 1 +I' h _ e O _© J © W'I Q W'I }�,L ` , �'c "A .Irra 1 ,,, 1'k w, y r N} 4 i 'w� sl R„ t - + w (2) 5' x5' x 3/16" STEEL LINTELS (SEE DETAIL) L ® (2) 5" x5" z 3/18" STECL LInITELS (SEE DETAIL) t + , r '"xT ,AAlll 'F x H .FokB I 11, r r y' ' .,,.` f'y,. J-`-I - �' '-T�'I- ' - _C 1 .-_�-___� L_1_-_ .� {_` + _ L ._�- - r Lr �.}I y�''4 _' _ .... YYYj li W) nr _ 1 ^ I t + Iv✓h4 r3A r �, , ' 'l_. it_ _ l - r i a _ _ ._ ,-_ T_ _ .t .. _ t._ t _ I 1 1. i -I i f . '- _'_ _ J"_ _� t. r "k ` ' J ^ 9e1 GF'Ic "m ' I" 12,. _-_ i _� _! ! 1 -- -"'-'-- I �L _; . L I _ z . 1 _ L- _�_ --!- A A , T - 4 - t 1 s­ I e § ',o rll 11L, �, r- ,. - i `. PROVIDE HANDRAIL 13•_11 '� ,_ _.__ _____ __i .. _._ -. _ i ._ _, y. +--1._y -1 I _' - '___ t _ 1 _ ._:. _ 1 __1 i -_ f __ _ 1 _ I _ 72 r y „ y k TAI r 7 da , -„ : „ - , AS REO)1PR,ED BY _ 1_ _ L .. ,.1_ _ L --1-�-- -^ _ J )__ I �i..- � ' I _i �. 1_. �s - , ' t fi w o ,� -NVS CODE. .T , t _ _t r_ r t , I �- -r ' F__t _ _ -�- '._-I _ j �y ^I Ji r „-.I, ) - _ .'__- _ -_ - l__'_ I -�_ f _ �_ .i _ � _ 1 I I I __ -`_ I.__J .- I_ I _ I ;. I J_ ". I Lr. Ivr I xrw9N �, YT `'"+L, �,��,'. , SEE DETAIL ._,_- .-..__..-. - .-.-._. _l 7L,I " STE DOWN ) - � _.I : I I I ! ('_ C 7 - _ -_ _ __`- _- �_ `__I _ i.. 4 0, � 'I . :" '': ,uy ''fi;,vl a -J KL _ „' I, i , 03'11 ' _'_.L _�__ __ ._._ _ 1 -_ _' � r _ {- i I " i -F__+ -�- _ - I. � ._ I ! " ���� ,' ,, rU1y, u + 1„" 4 { , .Y I -I._ J .' I 1 - -t - 1_-(_- �_- i - t. . w + _--}•_ .i- -i-_ t i _{_ _f _.L- IY )" ' , - ;,.;f, „y `7r -,-c'- I--� -r--_.-�. , -�- t - r r- i -r - { __;-_{- ,__ __.'---'. _t__r_ .fi -T- -r -�-'--r-L . r_ --I -' i r- �� � ! r A I I L''._ 9� - I T I I �' . r flirt a k' -' \ ,S _ r - _ _ �s Vr 1. V , yyy�y 7 .� ,)iJ "I iF '' '61°I ,",I ' 1 ' � NNEW�DINT' DOCK RAMP 600 - 4" PC SLAP W 6" n 6" WW.M,�1 1 I -� "' 1 I I.. 1 _ . 'j _ _ i_ I _.. ! _L _-A.. Y„ �T11 �7 .',�' .I: ,, at`�' , x" F J I `. ,� ', )+ p _I, , F / A.� __ '- "�-"-I" '-i- 't '.t ._ _ z 1 -«_ . �..__z_ 1 - I- L I---+-. -'--� ,. - - + 4"C I ' 33.51 I rr'<J 1: ,;,AEU ¢ 4 , _ .r _ �,/ (F CL - _ 1 __L , -_L- ___I 2.2'_EA�ELL CU IPUTER 4LCIGR -J _ ___. - _ __ __I_. _ _ _I. _ - _ J 1 ' . 1 ---i,. .�__ ' __ I.._._�_ I _j___ - , I I PF "<r t a _ ^�w ',A a, . :r, 30'-0' 8' O.. 1O`J ® 1�. 1 (fF - EL 335) - - V f "r'' , r „ ! "�� _ _L , _. S'-- - L ---- . -._; _' _ _ _ I 1 ---i I ' - s �'.! 4l�� y !Y '� . •'r ,;,, ': �_ i S^ FIRE EXIT WALL'. AHE 110 BE lu$I � i ; i I T 1, i- j` 1 j i I .} __ - T- _ Y. _ ®; O,iNEN510N54G S1EC4 W 15 i.'I, �i i 'T�.1.- i , �. " ab� �' _. .. IR W " WITH A M9NIMUM .w -_!-__4---� _F_-�-1_ _}_ y _l._..t _ .- y'-s__.' _' _- __1 _ ._� __t. _ _ .___ __ _ L _��__.. {__- - 4_ _. ..�_. _ , T _ L ._. .. �_ .I_ � r'` ov6nlU.A ti"MEWI ' ,, , r 'I'" IT .. n 4!":, J F E ALLS z, , 1 I _ A 4d1;A a '^ % t6'� a Y+ J , ... .�.�.._._�.�,--� .r - OF TWO HOUR EATING;, t _ _ 1 t _ _ _ j I __ _ I _ 1 - ., i 'r-:x--„�..- (g� I I Y� f yP^. I �. - . '„ P OV P / .r1-._ T_"'I- .i.__ _ _ _ r_- _ _ I __ t_ " _ - I. -1 - _ T�r sl ?, : r " I ._ ., ,_� z. .._ r� ," ail I. r , - ' R IDE TWO LAYERS F. 5 8" I �'- i 1 I-, � � I "t. ,,.. .; )' y, T k( ON _ _ I �. "--I L �_- __ -'L'_.J.__.. __.J- _ 1 . :... .� _l - r -t. - 1 _J _1 - _.. _- .h- + + t --i-t- F I t - f-m r- _.i� a FINISHER fLpp �:y,,,T + F, �, I VA41bN� A ' ,^ A.{y" f l ('',INf 4)ve ,',; 1 IJ, t EACHRSIDEDDFHFRAMED WALL m L_ ' 1 _ { I I '� I C I - _i i . r_ . I "" _ 1.. x o sh8to FLh", uV;iLtX.'w,MA _ CEJ'¢ J : S, ,t,J p;"A,9 ,. ' I II } + h^' n1�!' z i"} ,A d 1 UN OF SOFFIT t ® WALL WALL IS TO TERMINATE g i - _Y_--F- T-i_ :_. ; i-- I - r _t.- - } f-_ �_`_ ( - t- -..1. . I - `- • -_�_ __ 'z--r i - t 1 I-_ I- 1"_ (-_ _ _.i _ I ;-- ° R 4 _ . ',�,- r 1 Ti 1.I P ",j� r1r�'41 T»,t .,.r "' ',8L ' :;., OVERHANG ABO E'---�I. AT ROOF WITH SMOKETIIGHT Wg-p �- f- I r- -i I I 1 1 t `. + �r GARM1GE goH;bhEa'IR AYION!' „ ,f' F .{'444i' F ,;� �, "aY n �;';, a _1, y, , *� y__ +- 1..._L__ _ �__.L_._ __ L_ 1 . L_ _ _- F ..�.__ _ _ _ 4 _ -_6- _1__ 1 _ _ _ ..i- + - x, WNBNSIOAIS�TD'9w G CfW {§ �+ J,'�' k, Ifi z , +, J :'S , - ' 9._� JUNCTION PNOVIDE A rc Mz - I'- .. _J _ 1 ,._ 1 .. . I 1 {{1 .. � n I eN M i a;;, ,,�,:\;.... y. . ,,,' 1 ) MINIMUM OF 18,. �-1 I l f I I i } 1 I I _I_ _I -�_.� 1 _ I _i .L _ L - _J___.1 1 _ PROVIDE TEMPORAR'/ .G➢• HE4DERS WMEe w1NGGW5 R+PAdt' MPP + , �` . r"'ii rIl"ir, "y +,, �;' '.,-*r , tJON-COMBUSTIELE SURdF ACE 8 o ' __ __- - i_ . .,__- - -..;,N - --r -_L_T�._ _I I_ �__..t_ 1_ TY , I _'-. _ s _ i .,_ .�11� :w1 � ,� n) + a, , . ' �y '"L i F^. _ ___ - , I I ' t _ i J__ _. j _.�' STAIRS FOR EMERGENCY p� ' H PARI �ryy�y` 6t�IlIWd" ' "+. 1 Ty r, .ajM�A _ '' '1 3 ;1, �, : oI, AT EACH SIDE GF FIRE WALL ®5 g ___`- F-" - .._� :_ __' }- -�.-._.. .,.. --4"- ' _L. _. J � _ _ --}._�._._i _' __+ + -4--.L_ -i- _�'_._. i_. I I-- s_ i__I f ` X4ENNA¢E AnO WAREN 54D ' .,Ir~„'! Ill-11,w,4 i isix J"r), { , ' - tt n ___ -_ 48___1•• mkr _.-_. I 1 T T I- '---1-_. _ __ 1 ` ,.____ _i r Tho {� , r + ", .,1 t `�y',{"1 ' 4.5.r> 1 `} v . .`� JOATIND „�,.fi, . . ' :�', I '_ 12"� __- -+__'-i_=_._ .... __ __ __� - i__�__I_ .. _ 1.._+_ i .+ -, - ",,_ _t- _+_ _ ) . i _A - .r_ { _. _ .." _ y--I-___F_ _L__• _-I-_i. EMIT DOOR. DYERS of g/P,E'T H,?fED,.SitE£$iOE�k�CH 51�"P.. � t yR,j a^ ,:w t. l'. ,',: P S- 7B`-0" (V,I,F,) _-___-_-_ ._ ,,uIJE of {Tga o wu i 1 y 1 1 _ _ L I _ . .i sNOkfAtViilA �,�14!!WNATE M1OC,AVItR _r. " -. _ IF _ _ _ _.i.. .a - ` -t- - ' ) --f-- _.F _J - ' --+ weu Is io+le'I uE Po":µiaE" _ 4` .c 4 I I 1 _ .L F _ f _-4 - - l ... L W'Wg Jj r s t`k I- ,, - ¢r VRJVOE 2 v2 SUSPENDED I� I II -L_._t t_ 1 I i PCV! E GPN NJO 1SkAXgLM WIM(J L , 6UM,, AaY >Ao = ' 4iN j,11141 w, a ,L " '• MkW MANPYICkP RAMP q'2' CEILING GRID AI 9'-O' AFF I 1 . I �- 1 -.I ..i . -t - _, _�_ t_ _ _ __.L._T__._ T _S _k_1- i ! 11 t 1 HMdES P �'�' "( , r I i 7 m4 F . , o '„ 24" 1 `i IEL, 4t5) I I'r._y_-_ _ _i_.-1-_f- _.�__ _- _ _ - i. _ _ r_ _I z- _ _1 . _ _ _ � -L_ _ •_ -(_ r _ '-____-' J wP'� r f N 'k F ..,,. , r. r �? `w 1'- 1: 1 I a 1 t" , - 1 '_ , . _I ._ 1 .. _� I ., f rT' % - _j�„ r . , )t •z"* F�,7S rl ,n r '��, „ ..p, ', , _ -_ -. __ __ __ "_ -_- - ___ ��- < Itti4'fi) _. _ I r, 'E- -� T. L-,i - L � L �. .-f r 3 , _� } i 6 _ l rd i W'�' I ,, r F. _ p O ' , 'I >11 rt" t.} - ca Q EXI<TINC WINDOWS TO 4 ., �' r, SEE.'HQ'NDICAP'PAMP RETAIL L I� PROVIDE li'-0 x 8' D" , d 7 & 1 C7IIS TING PLA TFOPM� 'PROVIDE 8 0" v 8'-0" BF REMOVED AND 1 z(' :1 ds - `o A EXISTING 36" FIRC RULI. DOWN FIRE SHUTTER kOLL DOWN FIRE SHUTTER M f y, 4i4 tLS �t4 y r ,„ a_ L ANU- RA NIV TO BE RATED ODOR ANU DOUR. DOOR IS 0 AVE q OPENINGS ARE TO BE DOOR DOOR IS TO HAVE A ' , i' cry Y 'A I,' +, ti - " ' ASSEMBLY WITH ' 3 HOUR FIR RATING APPROVED CONCRETE _� G . " + ! .r� PIFs L ' , REMOVED --� T H BLOCKED SOLID WITH r ' q `w >'~A ,t 5 HOVR FIRE RA.?IND E + Cxl iIbIG BUILDING FIRE DOOR B1 CIT'!- A.ES v Jr EMERGENCY E%IT FIRE DOOR BY CITY-GATES 't, , Ill M I L' PANIC HARDWARE MASONRY UNIT (FF = EL 335) , QUEENS, NEW YORI•, OLIEENS, NEW YORK I w y� kVzS ,rT Ic TU REMAIN 718-939-9700 v "tN r 718-935-9700 ,Y TG° - ,It. r� Y I 4 Q kEn' . (FF a� EL 33:5) . i y.rF N n�N 1 ,i 1 .,y r 1 1{ H+ , . ., ,1' - EX�TE�VD EXISTING SANITARY WASTE 11NE f I I q I, L i - 4tA r' + k e3 {IN T yI+ w'f, Sr° -,y BENEATH NEW CONCRETE 'SLAB AND I ,lia; j 1 •A ,u'rlIJ rpM? y ) pre +°' : PROVIDC GOiJNECTIOW TO MANHOLE. , r " Y�I J'I Y 7 ' I ) ALL PLUMBING WORM: IS TO CONFORM - + 1 1 a (,J"`I' tir1.>•r r`y , rl , - TO SUFFOLK COUNTY' DEPARTMENT OF , "t "•)(1 8�#Y1': O, I VI-y u I r (, - HEALTH SERVICES REQUIREMENTS. ' � e � °, { Y� } L V .,h$SI" e ryt( 2 1 . , 1 I I 'L I �., I }ir61 +n+ r r c . , �i - ��- 39'-I ' 31'-6 , _ '1 I 11 : r y �n ;;�� 7 - i ,14'-B 28'-11 : &CENTER 0(L STEEL COLUMN DIMENSION I + I{ r T !M`. w4 v , _ , 10% yA I' �'+at'JH wl"` h ' f ' + ', a. 1 r n r , ,p. Jir Il T f r I.;Y I, r� _- _ _ I� FJ >N , f m I �( r�,ali O I: `0 R' & W I N D vO w S C H E D U L E t % s, S :j k.� ,I v+ 4' ',�Lh- Vi1. _____- - - I i1r) rOTl �� \ , 1 t , . f'. t 51, [ + , v)' 1 ,J 6d fh y ,DDDR _ > m) r to '`d, `( �I I'L ' j, N,I zrr' r ' �b ,I HAND . . -.-___- ---- „ r S L "'v a r+ ' .' MATERIAL 'RATING FRAME` HARDWARE 0 {v + d� ^, : 111 size PROPOSED WAREHOUSE AND OFFICE STORAGE ADDITION �� - N04L W ME:7 L,'FIR D001�, 3 _HOUR PRESSED STEEL (HOLLOW METAL) HEAD & )AMB MIEMBERS FIRE DOOR HARDWARE HUNG ON STEEL BALL -] I 0 n C('11 I A R E F['C T y'Lp��Ft80y �.�,9,f. 1 -'H,^ ' J ` „ ,O" F J V hi LL r 9 , ' LEFT �' 7-0" MIN. 2p 'CAUGE TEFL FACE MADe. _F MIIN 18 GAUGE L3 HOUR RATE�SiEEL __ BEARING WITH SELF IC BAG SECURITY HMC,ES, r .�,�, IR"r I, IpO>>` y yL11 S. ' ry ,> t , PIANIC BAR RE DOOR WIT TOPER TENBARULWIDT HEOF DOOR. , p a, v 1 I . ( " I, k'£ ,.v' Iep y ., I -RI ' �T :'1 .j °"� 'ry!�0" H04C W''.M T RE DOOR, 3 HOUR PRESSED STEEL'{HALLOW METAL) HEAD & JAMB MIEMSERS FIRE DOOR HARDWARE HUNG NN 5TEE4 BALL G `"_ �Ij+ 63+ �y, ., v r t Ar R GH . `t� .0 , ,)F;, , A61N_�_2D" 011UGE $TEEL FACE L MADE .OF MIN_ 18 GAUGE�3 HOUR RAifD) STE€L BEARING WITH SELF CLOSING SECURITY HINGES� I`Yo. 0525x� 4��I';, '"II t _ �'� L+ a,, h£J( ' '�r _ - FIRE DOOR WITH PANIC BAR HARDWARE. p Py tTi p, F '% a { y ; r r F NrI ,I o- " " �- PANIC BAR IS TO EXTEND FULL WIDTFA OF 'DOOR- OFEBSION , 1 � HOLLG MTA F, p OR, 3 HOUR PRESSER STEEL HOLEOW METAL) HEAD & JAMB 'LMEMBERS FIRE DOOR HARDWARE He NC tlN STEEL BALL +L - lf, 8,y I LEFT $, x; 7,- " MIN, 20 GAUGE STEEL FACE MAdE OF IN. 9B GAU E 3 OUR RATED STEEL BEARING WITH 5ELF CLO.,ING SECURITS' HINGES A£t FIRE POOR WITH PANIC BAR HARDWARE. f�goitG NO iIII ft; ?) 1 y, )r -js T�j'"t (tNs _ , yyyyyyLLL PANIC BAR IS TO EXTEND FULL WIDTH OF DOOR. . Y 1°` r 11 . aA+. .NW4 �,Y HOLLO ME AL FIRE _ OR. '3 HOUR PRE,SSEp S,T EL (HDI;LOW METAL) MEAD & IAMB M4EMBERS FIRE DOOR HARDWARE HUNG ON STEEL BALL r yy,rs +. s1 >,R,' r w, e v t$.jT` 1*pjpQR', , RIGYkT T,i+iO x , 0 : MIN, 20,GAUGE STEEL PAGE AOE OF MIN: t G U 3 HOUR RATED STEEL�__ BEARING WITH 5ELF CLOSING SECURITY H}NGES, DRAWN''BY ,', �' ',',t , a p ins Y ' FIRE DOOR WITH PANIC BAR HARDWARE F a y ,4,I.Y", tti r i„I,p ray J p LI L, PANIC BAR IS TD EXTEND FULL WIDTH OF DOOR, r iI QL W'M "AL FIRE,DOOR, 3 HOUR PRESSED STEEL (HOLLOW METAL) MEAD & JAMN AMENBERS FIRE DOOR HAR0.WARE HUNG ON STEEL BALL 'NATE. L 1 ,,L{ ,y L GONG D%K.PLATFORRM1'� ; FIGHT �� O x 7 -b ;MEN. 2,b CAU, , $;TEFL FACE ADE � F MI,N. 18 GgUGE (3' HOUR RA7E� STEEL ,___ BEARING WITH 5ELF CLOSING SECURITY HINGES. _ I Ili ' �� ' " �,1��i )'y�!, rII r; _ FIRE DOOR WITH PANIC BAR HARpWAfitE. - ^" k 65¢ y y"'rr x'y +`, 1.}.," y II .' �1 , _ -_ -_- PANIC BAR IS TO EXTEND FULL WIDTH OF DOOR. B /1F+I{,)N DATF.'f, r , i. vI . +5 k$'�' ,:i , ! 3 , e; '% + a w I SOLA IEU REP ;M, GAY! , - r("I lIplNgi $WK ;FLATFARM OH d'(! d° x 10 b . ;$- , N/A 2" x 12' CEA DOOR BUCK - � aJ,.rM !� !� FrJ , 4,rtl i _ - - T n ,r row r t. �' w'q`N j % ` 5 a 1r t + ',� , n A RQ41.',UP';CARAG UOpR _. 2 L, �r d. a �. , ' ) 'I a;�,�t r, . , �`'n 1 it tt y���u,,, rHuk yo B 4OCA', I I , !' . � Y v t,� " F'3il ilil ri 1x VdI L uleRF"•S,IQN9'�At,'}DOVNT4WG 5PERA'FH:�lTI0N5. - A( . 4f m } SF .E7 ',71'�Tf.'D` " ' Y ), x h, „�? C1 1 d" r vy 'Fif sM1 `rl"Ny4o tY r hE, 4 ,: ^ .._ v yyy��.... ' e ,'F p A � r�a r[g ' III J 1 E n t u K ^, , f , . % .. I{ �yy, r fi r rfil'w` .1 i� V ,h 11 r''+4J+�, "F,�qj pE,I)E doy ,,. 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E• Y ',h s" zoHlxJ ' y PROPERTY OWNER$ T'J a Y F Sir kr 7 9r I ' r. r r - WALL r BLOCK It tt L OF i �M Rvt �Nk`<yfNa r AYn I I }ltrir ry1 + 3r' 0 © FOP BLOCKi + z f..vr' A tlr (EL 46 a) PROVIDE 4i Y V i T,1 T wj r I ' r+ N y x 1�"'nB" CON ONUOUS 1 r tr 7rA If k) VvFi sr v v BONGGEN IA IUP CUURSL t) } ppp 3 � 3 OF BLOCK WAIL e a4 "+ A I RIP V��hi�d 1lryf'i r I p� xilu r 1p 1r r tr h VIl tw," ,P r „ (?) 5" x„” v 3,x15" SFEEL LIIJTELS (WINDOW HEADERS) (.) 5" 3/15STEEL UNFELS !WINDOW HEADERS) A :ar 2slr"" i `V0'ys ( }xY YkI +v IMj ff NI i _ h K +7�r k r�,I Ens 1 I i �' i I i I d1M7M6�1F1d ' i ✓ , r x - 1 i 41 ���"� BRIDGING —1/2' 5/3', TOP) & BOTTOM i j i V TS 4 • I I r r 1 s r + i I I ' � I � ( s f { t rl� ' 1 r x 1wF l I r I 9 r'Mtiu�±p�7P 1 J r' lu 1 i I t '4 1 I I I 1 S.ONTRACIOR TO VERIFY AND + + > Y• '( ,gPYei^(fi d'Y hr4r4 r r Sr I 1 I , i ' EAST � I � 1 � PROVIDE SUFFICIENT `_UPPORT FOR SPECIFIC ROOF LOADEm ?,nr ?�°Lky "pyP' ,k34 Mbr., 7r tl ' I7"�i ► PIN �OF 18- TALL BLOCK '--�j� , ) ) + ' I I r I s r AREAS SUCH 471 AIP rv' viyh p'j,' 10,1 IYALL ABOVE t, I I 1 j A;ONDITIONWG AND OTHER n' - r } rv,.-,r $'M_5AM, i�' � 1 r 1 ROOF IUP LQUIPMEN1 1 4 O .S EL BEAM WEB, I' I BRI +RING �-1/2" 5/321 TOP! Fs BOT11OM a I I I I I �ts 1 0006\ 0E TIES �6" GO I I —F–T—fi—T— —� t ,TQQ CIF !STEEL REAM 18 TO . � � 1 Iii r I , ' ' m TONIROOFTo 10 TONrRoorroc iJI 1 w _ e-1/4 ,ION RODiToh I I I PACKA '.D cns LEcnal uw ,.•`1 %,41rvyTJA+hyaj6p,n+ Eqr t5 l +Y'.1 E',. 4rWE BDYE 'fIN1SREb i, I N T �"'T_IvRovlo Osu�p� r ns R uIRTO L T P Y '..','FL OR IO j'� ' I pk CKVq4�O GAS LEr:TRIC UnNIT I (PROMO SUG4S I AS R UIRED I I E - x r NI tl 1 I i D D9 SL PPOI T AS RFQUORE0 , `N ; J r ) I' ; uwT + I ! i uNIT R. SLN 'tCTEER 1 x i r ��` 'I.'' 47.5 , o s n w QV s OPENING w u - � - .tnl a ib , . ."n . ;-r: - ' 1I �, ul V ( I I--- ---�---IPRINDE 4 " CUAR PEIIIIN I r PR NU E - 0.�AI+ PE N ' I I 1 PRr NUE; b,.. 4 AH Ph IN ' 1 OrMENS10115 T651EEC, OLtMN'S' �r"r yr 1 .I SEE DETAIL o I `� I s I I � i i 1 t--l--; 1 i � I� DIMENsDNs ') d •'d4rt 4trx kR rY aA t t F' ?`y '�'+ r 1 ' r� m BRI GING 1/2' 5/32'1 TOP & BOT OM r D�RAui, v vI roc of c G - 'r `,L y ykiG I I SAI �r m oa, s I ' mF wN'F,tba'6� � i ! I I I stEfL 9¢w,RFm eLaFK wAu.' 4t6v,A r GAR I G/�A, AGE DOOR SPECIFICATIONS - I dSG,DIMFa1gER4M4 ENDOAS TO SONG 06M Cr� irykl S ,$ +• '� i � � lu { I 1 N:� t � � � �' � � o i � i '� I i I � - I ® HEADERS a1EY MNGO'A5 A" O�RAG�,DDCYi dui BRI GING –1/2" 5/32 70PI & BOTTOM �' i n; I + ^' n, ,o �f�, STEEL mus Atm ea prva pw ' w ' 6' FROM WALL TO CENTER LINE OF FIRST 1Y15T ""' ,1.9i ®sTTEdMEW OPER UlAdNC DCpR NR;'aU}41PIt y7,oe. I ' ,r g P pi T v ♦,� Y ' 1 ,• � � 1 I � f � I i i r � � � � � � + I � t WPw,. __py .I ,, � P I}{ _ �W�4xi17 TEEL B AM 1.Si'2� T_E€4..�E? _ I ?+7-TF f,' A __.)... _ i W24 117 T� 3L M N 1 -t- _ E EAM 'It, ri a SEE DEUEL FOR STEEL EXISTING WINDOWS TO BE JOp � «�44 1 ��"9,r2`y'+ N _ COLUMN, BASE PLATE AND REMOVED AND OPENINGS S 1 DNI I' + vW r r ® TOP 0f STEEL BEAM FOOTING SPECIFICATIONS. ARE TO BE BLOCKED SOLID ° I 4' `^ II� r7 s+'r ' 4„ r I �Jrt �I Y�r dr, i '� ',r ' ' " , 16'-0" ABOVE FINISHED FLOOR MASONRY UNIT 1t WITH APPROVED CONCRETE t h w Yr "It G V rt (EL 49.5) 1 fi � W } r 4 >RC14iR�CD II w, VE RIER, ...TH RMCA?t ANO ® SEE STEEL MANUF AC TUP.ERES .4'n r 3fi A 1 YS 4 r „r SJIRI, EVERY 18," (H RIZONTAR) DRAWINGS FOR STEEL r,r Jtti , IP „ D('L-r- CYISTING' BUILDING FASTENING, PLATES, BOLTING, EXL HUI T1NDl_N4 v nrlh 213NC^1iii PQ)TING WITH (FF EL 33.5) A ( = EL 335 AND TIE-INV SPECIFICATION m 0 PF ) 1 t } w tiIr Yn16y.1 I4A^�PyiiPl tt� N �T)1)A.NDFtEXISTING BUILDING. +# T] tib VERAGAL TIS$ IPt rL fil"rl t N � Iti nry _) i J n Imi wdJ , ✓ v IF s' �rI a ryt t yAr �. ,r + , r' ,, _ � _ `E R kIF� is to BE yw Ir9{ 'n n ♦♦9 e'Ly4�x , 0 B + "f• OR EI I 90 ,, r (411 ';rT11 I x 9 t+' a✓ IH."' ' r Vf R 7,$,,T0'.-SECURE q:iN t�V T � Af; mIE'R '',1+1' c�$'-17 ' 19'_ 31._e 6r + Y J "' '�11.L IMI'Tk1 �i+S^S"L7 DR'D " &CENTER or STEEL C'OLI.IMN DIMENSION K"to l�Tkx�il'r NO 'RIS FOR C I '�7 TS�� T4,'P ka ".�E � `rr..V +' p�,�F��T �4��G k N,� ' Y 4 .1f5 iF4✓Sr �jb�tlFJT AS 'R�QUIRE[). .. r ' w 1f Vtl ar! i$t - rr 'IV' ti r t GIFF $ N Y I ?1 - � ( v 104, Jr s rr f IiA n EI�# i S m V S } ! + v GY1 b 14 ' tg , L 3 t U t +ir Nw I+ 41 Ari 4✓'F r , ua � - - ,, }, a525A� I a v1 �gDFESSIONP�� _ _ - PROJEC7f t1t10: K ',"(� m Iuy 4 �y L � r � I � � r TIIFA!� y s Au IK ) € I ryr t r L 1 _ w �' T., ROOF TRiW AND STEEL PLAN rnzAlwu �y C ,M Y '' ` �" '" �xar �YAT 4r I1• h A r V DATE: t/`� 5. p'� CQ 'i x 1 r1Fw x9 1, Ix O ry n¢r If + 1F A T, ! - 'T• It RFYI$IDN DATE v a t PtPA(...... �i� n � � T1t��� G I��L f } L+� qq,, Int 4 yjrl a r rr t d iH', a�.♦/ ITN A r 4 rI1 1 f�` � W . F � n� ; � „ fY � 1 � ' HE AfItE ` I xx. 1 l ,. ., rt r0r . la � dur �r +A! °fwis4T'. sy iA t Y I G '. 1 r n y,a irw T€��t v � . +� al ,�+, ',, lo'��, ,�tFa�,�Pp'i'�r���ttll✓ I9C,, ,, r .. - - - . . t9Pk�tvn { M1 { rx ICywer ,St P rvt r'' ( < t r Iv „ V ', , I. :'b F a :P n X � r 5 4 ° A� . ,r Z4 ?I "j, IIsi d` Ya i w- � PPIITCH S 1/4P PER 1'-0" TOTAL HEIGHT (2) 2 x 10 PLATES NO T Hl: BOLTED TO BEARING - r ; DIFFERENCE: PLATE. EDGE OF 2 x 10 ROOF TRUSS 19 TO BE 1/4" x 50' 12.5" " o �( i—COUNTER FLASHING. IS TO BE FLUSH WITH K , 1 PITCHED (13f1/4" PER r .� EDGE OF BLOCK WALL r - BASE FLASHING 1'-0" TOTAL HEIGHT _ .r, - RUBBER MEMBRANE ROOF SYSTEM- 4" CANT STRIP DIFFERENCE' INSTALLED AS PER MANUFACTURERS -' 1/4" x 50' 12 5' SPECIFICATIONS —2.1/2" RIGID INSULATION 2-1/2" RIGID INSULATION EL It { J, _ 1-1/2" CORRUGATED STEEL DECK ; NEW STEEL JOISTS ED(32ELH 01OK ROUTE 2S 48" oc) FLASHING AND FASCIA FOR ALUMINUM MATTITUCK 7 NEW YORK _ GUTTER SYSTEM NEW STEEL JOISTS (32 LH 010 - 48 oc) DRAWING TITLE PROPOSE4- $tORACiE BUiLDINGADOI'TIOW ) BLOCKING AS REQUIRED r,'1 _ ..--[E 9.5)EEL .-���-- - - HI H STRENGTH BOLTING _- _ PROPERTY OWPFRS NAME.BANIC ,s EL °883 OP OF S sEE G fF oLTI c NORTH FORK - NOTE AND CHARF _� - CONTINUOUS CUTTER WITH 275 BROAD' HPLLOW STEEL I BEAM — �— LEADERS PIPED TO DRYWELLS ROAD . (SEE PLAN FOR SIZES) - � MELVILLE, NEW YORK,, TOP OF MASONRY Y BEAM SUPPORT SEAT (EL. 48.4) .�. ° , 3 (TYPICAL BOTH SIDES) —12"x8" CONTINUOUS BOND BEAM JOSEPH FISGHETn Jko P.E. _ I TOP ROW OF VERfICLE REBAR TO WRAP PROFFSSIONAL ENGINEER HORIZONTAL REBAR NEW METAL TRUSS " - 4� r ," 32 LH 010 - 48" qc PROVIDE (2) ,y5 DEBAR CONTINUOUS. r -T PROVIDE 1/2" x 6" ANCHOR BOLTS - 48" oc HOBARTROAD-SWUIMNY 11911 NSI; 016)70=2951 r AGOUST CEIUNC $UPPOR T, CFMJFORMING.TO '- / `/ 711 - .I r ANS( "$tANOARD SPECIFIQAT19N$ FOR INTERIOR LATHINq AND FURRING" E AST n d ii S I ...: . . /__1 IZ2 7z;z END Q 1 DRiAFTING & DESIN — I — (I { �11LA--CTOUSFICAL CEILING HIGH STRENGTH BONING REQUIREMENTS #!f1 ;! ACOUSTICAL CEILING i - I I -_ — 5130 MAIN BAYVEWFlO{AD•90U7t{OID NY 1197( "' - r ALL HIGH STRENGTH BOLTS ARE A-325-N WITH HEAVY NUTS AND t5FW766 1E82" AY CQU�T"},�OP,A71GN5 ARE TO BE INSTALLED USING THE 'TURN-OF-THE-NUT' METHOD ( i EXTENDR S JOIST TO SPECIFIEDIN THE NINTH EDITION OF THE RISC SPECIFICATIONS _. RFv15)oN5 =r_CTOBfa t 3, i?o� , OCULUMN. FOR STRUCTURAL JOINTS . 19% — i _ — _ Z OMMSCHS 70 STEEL CCOUANS til P , PROVIDE 3" x 3" x 1/4" i ANGLE BRACKET PLATE. �— , `II ' EXI$TItJ6,lMNpOW OPENING—= i 'WELD PLATE TO COLUMN �d n:L9iE0 FLCCk & i0? OF G)LU4t{EAEVII GNS ',j AND SIECL OFAM ANO QLp,K NAZI, EtEIAfiViS TO f)Ei gLQCKEO CLOSED I I I AND TRUSS, WELD TRUSS L '� ' ARETWINDOW AND DOOR OPENING/ lL �� ,�DOW AND DOOR OPENINGS Qi r,c<rres owFa rr:Do,vs ' '(SEE DETAIL � TO COLUMN., ) '! I I ARE TO HAVE 2 5"x5" x 3/16' ARE TO HAVE (2) 5".a5" x 3/16" I I I STEEL LINTELS rgnrAlux,a spnp FfFAN p[rAiL STEEL LINTELS. _ .,, I, zt, ,T I f5 REBAR. 0,� 32" oc � j�l GROUT CELLS SOLID. 4'-0" LONG ( - 20" OVERLAP) 9 GAGE OURAWALL TRUSS REINFORCEMENT EVERY THIRD COARSE , 4 a-- 12 THICK CONCRETE BLOCK WALL ' s ' , ( WINDOW OPENINGS I ( EXISTING CONCF?�TE BLOCK-- i ARE TO HAVE PITCHED - _�-_ BLOCK CONCRETE SILLS. - - W12 x 58 (NOT SHOWN) -; 9 1/2-' OYPSOM BOARD { -- I 1 1j4," RIGIC INSULATION — BUILD OUT COLUMN WITH STEEL STUDS FVRRNQ —, '-- ! AND SHEETROCK AS REQUIRED. t 4" OR 5' CONCRETE p�1 I sLnB 'WInT 6" x 6"W.IYA1. TYPICAL WINDOW AND DOOR HEADER DETAIL 4.; (NOTE: MATCH EXISTING NOTE: CONTRACTOR TO TEST CONCRETE " .•i EXISTING CONCRETE SLAB 14" x 14" x 1 ' fL00R NEIGH T, EXCEPf STRENGTH AND SHOW RESULTS OF $TEEi PLATE WI FH FOR SU5PENDED FLOOR t. REPORT TO ENGINEER, PRIOR TO ` (ENSURE, NEW ADDITION HEIGHT MAT'CH�S EXISTIJJC) (4) 3/4" x 12" LOCATIONS -7") COMMENCEMENT OF CONSTRUCTION. ANCHOR BOLTS. FXISTI NT DN (INSURE A MINIMUM OF 3,000 P ST) USE NON-SHRINK �> (FF - EL 33 5) ' j " 0= (FF 3 E4 33 u) - GROUT AS REQUIRED r I� t ( -NEn41 1 PLATE_ -__-- 4" O 5" CONCRETE SUP FF CONCRETE PIER = Et i� 08 R �x151T tJ, DUjLDIt� '1. i - - X IF OR d' Pr St Ae TOP OF =LAB = 335) SLAB 'KITH 6" x 6"YY.WM (Ft = tL. .1551 _ - _ _ _ . . __ -- ___ _ .-_ NOTE MATCH EXISTING ( I r 'r -„ r _ FOP OF CONLRETF PIER LL 52 1 - yhP p1SCy O I'S ' .. - — ..._ . . '.lo _—.__— --.—, ---f—__- --�.__ (FOR 5" PC SLAE31P? of '_I iP - yZ aS) FOR SUSPIENOEO FLOOR IllL`u f Q� 7 L'q� X . FLOOR GHT. EXCEPT , TOP OF CONCRETE PIER EL 5308 NOTE: CONTRACTOR TO TEST COMPACTION OF LOCATIONS —7") .___ y `v 'F _ r N 5 '- FOR 4" PC SLAG -- TCP OF sl-AB = Ss5) EXISTING SOIL AND SHOW RESULTS OF —'-(4)y 5 REBAR (TYPICAL) _ . t. r 4 1 SOIL BEARING CAPACITY REPORT TO I OP OF CnNCRETE PER EL 52 ° ENGINEER, PRIOR TO COMMENCEMENT OF #5 REBAR 0 32' W 12" HOOK 40 (FPR 5" PC SLAB - TOP fp SLAB - 3'_85) CONSTRUCTION, v d `Y. 9 / g05255� �0� i s r, � ' - O UCTIO . � , 9pFESSIONP� X ° o • ----- 12" THICK'CONCRETE FOUNDATION _ ! 2" THICK RIGID INSULATION 24' WIDE :• „v . _ voy'Q6' (2) 24i 65 Raw i FROM FOUNDATION WALL -_ rc PROJECT NO: - e �' :. > . 4 oc E _- a . 'G. ,2,5,: '> GRADF O NEW GUII DING 7 a VERPF'AL TIES 2 �1 p tt. -i IN COr/CRE`IE pIE(�-()7P) 71 4" THICK COMPACTED SAND BASE . , -_---- 2'-0" x 2'-0' x 5'-D" F/-- CONCRETE PIER _ ° 9 GRAD€ Q (EL 305) _ EL. 305_ _- DRAWN BY: li =r� 6 MIL VAPOR BARRIER o I_ I (ILl CMA ' 2" THICK RIGID INSULATION 24' HIGH -- —_I i I—III-1 I I - -, 1' ' i MIN. 12" BELOW GRADE DATE: e y ., . ... .- + s t'' I — (4) 4 REBAR VERTICAL COMPACT SUB GRADE -- — • • z �� � K 1Ii__III—"III d� `' #4 REBAR - 18" O.C. HOFRIZONTAL (STIRRUP) GRADE :D Ex{3tInIG gUtLPmn) III -III—I I REVISION DATE: r GRADE (EL. 31.5) a [ - IQ-13 99, rfi 4 — -- --� I I hI 11= J r ! ---- TAPPER FOOTING TO BEAR ION EXISTING = — ° ATLQrrg1.4 JZF FgIuNG SCALE: FILL Wl IH SAND AS REQUIRED B'7 GRADE I I _ r CONCRETE FOOTING - --1 {--- - (Et 21.5) o I(B" .�.-- -`-- -A --j�- 2' P' x 6.70„ x V-6,.CONC. FFTG. d ° (' " ' a SHEET'TITLE: EXISTING 4' x 16 rCONOOE-PIER/BUTRESS— - I -.-1[ MINIMUM, OF 36" BELOW FINAL (GRADE ° � -----24" WIDE X 12" DEEP CONCRETE FOOTING - '( , x —,' - i! (6) y4 REBAR (LEFT To RIGHT) - 4" OQ 2X�t KEY WAY ° �.• MIN. 3'-0" BELOW FINAL GRADE — STEP P .. .J 1 - _ . , - _ �---� ° ; ° FOOTING AS REQUIRED. FL 275 ALL )JEC(TI�,/NS , .r; I T t E •.�B' -�,� M4 REBAR (FRONT TO BACK) ,T" OC # l WPM --"'�--_ - , SHEET NO o 0 0 o WALL SECTION "All WALL SECTION 11811 OF FOO! 07 ` s Q ■Q K y 1 E ; ROUTE Z* i ( e GAP MAT)'ITUDK x NEjIV- �(ORK I + BASE FLASHING DRAWING ,TITLE' f _ 4" CANT STRIP r . rt; PROP08ED STORAGE 2-1/2" RIGID INSULATION BUILDINq ADDITION 1-1/2" CORRUGATED STEEL DECK ;I PROPERTY OWNERS NAME4' - � 1 �— NORTH FORK SANK, 279 OROAD" HOLLGJW, ROAD " MELVIL1LEr''NEW YORK �— s 5 REDAR ® 32° oy — {ii�i{ 1 ' " GROUT CELLS SOLID, 1 i (4'-0'` LONG – 20" OVERLAP) {{ TOP OF STEEL JOSEPH FISCH$TTI JR, P.E, .,, rI ,i CEL. 49.6) { pROFESSIONAI,ENGINEER . 9 GAUGE DURAWALL TRUSS - -► IT ` REINFORCEMENT EVERY OTHER COARSE 'I la � t HOBMTROAD^9W7710W NX h9T1 t�� ai fff C5151166-2K4 , x iIl it , F 12" ?li1GK CONCRETE BLOCK WALL 14" x 14" x 1" STEEL PLATE WITH EAST (4) 3/4" x 12" xtl�fl ANCHOR BOLTS. 7.71.m a :,� , �i USE NON-SHRINK 7 i f T s t j < - - - GROUT AS REQUIRED ' + F E 4 wl ii I PROVIDE TES - 36" OC 3 �3 2'. t BENEATH V PLATE. i -I r L z' p "` ' . a D A Lv11+1f�Y/"L g DESIGN {, iJAt1.[" i 11\lJ P4 iJG/Jl 1'1 , r W14x68 STEEL BEAM --- - �T"' _ { -- — BLOC,( TO HEIGHT OF STEEL BFPIONG PLATE IOR rLa 6lJ0 MARL EAYVIEYi'RdAU•SOVTfl01U NY(1971 I 1 PROVIDE BRICK WEB +^ _ SOPPokI OF WE , 40 STEEL i Bests (61W796-18A2 x 1IY I w/ TIES — 36" oc (EL. = ns n) . e r C1 FILI. WITH NON-SHRINK GROUT AS REQUIRED cin .. RgV15I0NS_;�iCTOF3Ff�13, TOP OF PIER A owENSIONS 10 SIMea.vns FROVID€ 3/4" x 6" ANCHOR BOLTS TO -- ► (EL. 46.3) ACOUSTICAL CEILIPIG SECURE W14 x 68 STEEL I BEAM TO i �TX)4X)�– TOP OF PIER. f . SHIM AND FILL WITH NON–SHRINK _ . '1 `-'x L - ^COP O AS RERUIRED. r r NZNEO aOgR a TOO ov C*nuau cteyanRl^r t 1 AND REFI AFAN AIIO OLGCH AnEL Ele la nBlS ?'w fix W�ZX58 �NEnnE vs OVEe �onO:^rs I © ;ONt FlUOUi 0011D pr}M pc[mi. )f FlN. FL. z , 1 0 'I .i p4" < 21" POURED CUNCRE LE PER Y.'I❑H (8) (T4 REBAR (VERTICAL), AND ri W + s (1) #4 REBAR 9LIRPUP - EVERY 18" (Hfj R12OI'd i4L) I 0`1 d aI� f 5'-6' x S'-0" x 2'-0' COIICRE E FOOTLING NITTA a r 1 al 6) 44 KEBAB U LL 1 Io RIGH p, AND 14 (16) 14 REBAR (FRONT TO BAD ) k PROVIDE F4" ){5 RFBAR - 74" „e VFRTRCPI TIFS, 4-34OX13+1 307 (DRILL vc GROUT AS REQUIRED) T FPG, OR .PEER qNC, BOLTS W/N&W a y { f A 1 TOP OF POURED CONCRETE PIE- 15 TU BE f' 12"-10" A60VE FINISHED SLAB LOOR HEIGHT _ ��� � Y (EL, 463) AA� tr �, , r1 T� s �I CQL. KT. 1 L ASE "A" I�( IY , ffA it � � WALL SECTION "C_" pF NFw " � . � � - 0 ' Y e> s x r � . , � ✓+ 2f 0525A� G2� p90FESS10NF� p 1 I�t , , PROJECT NO: 602-98 of 1" i Y f DRAWN BY: - II CMA II r � Y t I� A { DATE: i ?.� . - 03-27-99 REVISION DATE: 10-13-49 ,•�) f SCALE: ftit ,:: . ,`. 1 1 � 1 4ff . ; SHEEP TITLE: - WAL.L SECTIONS f�l t y f i fII SttEEt NO: yp ; I 5 Of; 9 i lI n 2=T O/2RIGID INSULATION i I=1/2'. CORRUGATED STEEL DECK F Q t B - A i _ T^� -�-- !2 BEARING PLATE BOLTED MA TI � MAT TiT1 J CS K rl I 'TOPOFBTEEL T— i( (2) 2 x 10 PLACES BOLTED — ' ! NEW YDRK (EL. 49,5) + RUBBER MEMBRANE ROOF SYSTEM DRAWING TITLE - - I , 7 s 11 OF 2 x 10 IS TO BE FLUSH INSTALLED AS PER MANUFACTURERS '! ii ✓ + i ' ' Ir SEE RICH STRENGTH BOLTING `MAIFLEDGE OF 12" BLOCK SPECIFICATIONS PROPOSED STOf#A4E '' s STE.EC,' I' BEAM �' NOTE AND CHAR T ' '(SEEPLAN FO(? SIZES it SUILDINQ Aq[SITiON —I FLASHING AND FASCIA FOR ALUMINUM .i I GUTTER SYSTEM PROPERTY OWNERS NAME: S1 STEEL BEARING PLATE NORTH FORK BANK , — -� E NEW STEEL JOISTS (32 LH 010 - 48" oc) 2,75 ROAD ROAD HOLLOW II 5 k,$ x t/�s WELDED ANGLE BRACKET r III ^ ' ', (TYPICAL BOTH.SIDES) " IA BLOCKING AS REQUIRED - MELVILI,E! NEW YORK' f itif JOSEPH PISCHE'I 7M, P.$ if roa11r` as Ef r ' t , ' Iif MOFESSIONALENOINEER , - ' "ART R9AD�SOU71i01D NY 11871 '.zy r 0 12"x8" CONTINUOUS BOND BEAM , ` ACOUSTICAL CEILING ( - TOP ROW OF VERTICLE REBAR TO WRAP II F i HORIZONTAL REBAR. ti PROVIDE (2) ,¢.5 REBAR CONTINUOUS EAST(rR+ ,1 AT' COLUMN L A N" EAS i ' i r ----- NEW STEEL JOISTS PROVIDE / x 6 ANCHOR BOLTS - 48" oO EXTEND BOTTOM CORD 1 2" OF TRUSS JOIST T(j = (32 LH 010 - 48" oc) END `4'- P ,i DRAFTING & DESIGN PROVIDE 3"-'x 3" x 1/4" WELDEPLATE KTOTCOLUMN i 5130 MAIN BAYYF'1P ROAR-9017!710171 NY 1157! ,•,',{ a-' AND -I TRUSS, WELD TRUSS (510)7WN2 TO COLUMN,- ..{ RFV Qoi5'�rii �1 �) _ ACOUSTICAL CEILINGA FUSliEp FLocR A TCP OF COLUI^.N ELEVAt1pHS, 'y AND SlTtt BEAU AND 2LOC% 'NAIL ELEVAUCOS 1 r 1 ® COui pVOUQ GihD OG.4 DPA'! a 9 22 k 9 t 7 l r 1 f W12x58 STEEL I BEAM P �� i �•Y� ii , 4r r � z t r 7 4" OR 5" CONCRETE . . -- SLAB WITH 6" x 6"W.W.M. •I r 1 r If , (NOTE: MATCH EXISTING - vA FLOOR HEIGHT, EXCEPT - - 4 r u FOR SUSPENDED FLOOR LOCATIONS -7") - - af�+.. 14" x 14" X 1" A ' �l STEEL PLATE WITH (4) ,1 4" x 12" � ANCHOR 8 LTS + TXLS rIN ��Ii o�yf, ! , (OF /1 _ _ TOR 4' Vr, SLA6 -- lUW pF SLAB 33p Q FOR 5" PC i1 AR - 10P OF SLAId TOP OF CQTICRETE PIER EL 33.08 NOTE: CONTRACTOR TO TEST COMPACTION OF T— TT (FUR 4' Pc SLA¢ - roP OF SLAO = . 53.5) EXISTING SOIL AND SHOW RESULTS OF SOIL BEARING CAIACITY REPORT TO 4" OR 5" CONCRETE ' sf� ,a+ , I I fOP OF CONCRETE PIER EL 52 4 © ENGINEER. PRIOR i0 COMMENCEMENT OF . (FOR 5" PC 5LA0 [GP OF SLAB 32.83) SLAB WITH 6' x 6"W.W.lA. (NOTE: MATCH EXISTING FLOOR HEIGHT, EXCEPT OF NEWYr, OVIDFOR SUSPENDED FLOOR p��pISCyF ,9 ' r rl R rieA R( Its 14R (T JTIPOARe LOCATIONS -7") # a / CONCRETEEfi1`Ili@JILDING , . i 6 9 I ` ---2=-0" x 2'-0" x 6'-O" + - PIER n E Y O M ON = EL 35-5) N� 2 x 5 O x t 6 CONCRETE FOOTING o 25A° I X X X 9pFE8SIONP� - " !! R" �I ,• " - X _ - - - -- X - - )E- - PROJECT N0.• ,J a - (4) /)4 REBAR VERTICAL 602-98 , M4, REBAR 18" O.C. HORIZONTAL (STIRRUP) GRADC F ERIS nNG BUILDING ' ,{ GRAZE Qa (LI. 3I 5) DRAWN 0Y: • -_f CM. A -'-- v-- --T� 2'-0' x 5'-0' x t' 6" CONC. FTC. DALE: I _- MINIMUM OF 36" BELOW FINAL GRADE D�-27-99 � �� O b ( ) REVISION 'DATE:, 10-13'-99 . 1 6 4 REBAR LEFT TO RIGHT - 4" OC 8 0' y4 REBAR (FRON T TO BACK) 4" (�C SCALE: 1/$' = 11-0' SHEET TITLE: /♦�, f3OTTO. ,F FQO7 (3 WALL SECTIONS LaT, -(E� WALL SECTION D WALL SECTION "E" S ONS II II z, a i '.• - - SHEET N0: f Ir 9 V ' i , i r , _ . . , �4 I; t 'I, t " - , •-r t I✓ / F r L / �. ; r f 1$1$1$ 1'ItI� �l I.A. �� �� .. , , i 1 ''/" /,// ., n t11 I , (,.I 11 t , j' f n -.. 4 IrI 1, !. JFP81 CRET , E /,� . . I , + ." UNDERSIDE Of DECK i t. aI 1. - UNDERSIDE OF ._' I / / DEC*as. .i�" " . ,'/ / I . . 4'METAL 9TUOS' -;,. r • a % . ' . . 4'METAL STUDS'. x� 11 5 , r 3 .t �. ... .. - f y t , ' / I y; p ' ,I i / i n nI 11 n n ," , n n n n n I n, rt ' . ,' 1 p '.11�_u 1}. 4 IL 11�rJ � Il —U. ' (L ; .J ' -J - r Jl` ll» r �` ; . E%IgT.SUSPENDED -- 1..._- 11 �.� it =11 .- 1T. IF Ir,' I 7V , -11 11 FF IT : TTI' l� Tl, fTACWSTICALCLO. � Ili " fl , . I I II 'a II II ,,ril Il ,' 11 , . Il �1. �I F. If,. II ..1, ,��. i I SUSPENDED CLO. - - I ! 11r, ;JL' L 1L 1J _U ',LL - _I1,-r J A ' JJ ->�1• — — — — SUSPENDEDCLO, 11 1. I ,r 11 I I . I I : I �j 1.�� ; ii a ', n 1 >_ n II '`''11 n It I , - II ' Ir. {r 144I ' 11 I 11 I , ° 11 0 _ 'LL L_ L 1I 11 + ll ' "_I 11,� I 1h J! 1! LLQ 1 •?19 1 "WATEq ��pp UVER yg�TVPE'X' �d I v I. '` 11— IT r , 71 „ I",; I . Ir-� I f �' �' .. ( 4GNOR 8,617$. - - I RESISTANT GYPSUM BD. U.�.@. EA H SIDE' 1 ,- 11 11 h JI II •' U II Q x " 11_ 11 LL JL L 11 =1J Ll I1 J 11 ' 'art !f U a „ �I ' �,n rF� n` Ir- 1` 71 -.n �, rr Ir- t1- n NEW tn'�G 6v s -- r it II ` II ' II II :' II - 11 Il 'i I{ -n H —� tzxt��r ?LF4 PArGHASREaD I I C1) Ll_ lL JL.' 11 _ 1J ll �'` LL IL'_Jl -JIB J1 _1t [I -�" 4 1 . n. IT rt -Ir- r 71 -n - rT 117 t Tt= � , : TI -rT,- 1 = '"II' If. " Il II ;`. 4 U . Q O, ' ® :' D 11,, ' Ik ; '. II IE t i •RIGIDINSUUTroN -- I #j of i 41 fi. I(, I f g xB"974-.roBE w)zT cwu+,lELs 1 "WATER s I1, ' 1I � It II / ,; , P ,/ " / . ,/% J1: t b II - 1 RESISTANT GYPSUM BD. 3 DYER TYPE'!(' , ' � u U U U / � " .� . � % ' - / . 4 u L u I gyg f btW,e. EAGi{SIDE. - F. �I r t , I 4d /" ` / ` /' / /X ; / ... - q �y i:ONC.B OCK-- I 4"METAL STUD$ - , tilt " /!r / ! ''y. f % e f r'. T FI LIN OF NINO I 4'METAL STUDS r , 1 -//,, ' f .',/` r% //// � f 1/r / //// ,/� d� �� ARG'D - r - ' Ali r t,, "� �,'�%"/ / , I " /}.f �*` /-�- � ,/�"I " /`r.. E%IST WALL ` I I . . ,' / �" f I �r � ,. / f/%� '� s , f �Ii/! %/ " �' F f ry/;';.` 1� iF// ! + REMOVE E%IST• — 1 I WINDOW UNIT 1 ... _._ ._ ' H f I 1, e F I " "•. F v "> ' r.. r ' , - _ LFINI3HED FLOOR ., S ' _ ; . ' "i F FINI5HEU FLOOR Ir 1 ' r �� . I F Q R K 11 L 1 , , - F A N K . 4 ., k _ 11 L I'll ' ` r r — -- I RDUTE 23 ' ' I , F I '// / A�ATTITUCK T NEW YORK k ' WALL TYPE No.2 - DRAWING TITLE j S� i , x t x } a.l (� i r 1 J . i lI inM1ti , - r - _ . ,." i. r 11 —11 I 1 x + y . r� F. ! { ,, t 1 ' " i /// SCREEN "MESH 9UI�LDI OAGDIT.JIACI�` tt //,�//% N ON Il t �1 -.3 rt " I METH.FRAME PROPERTY OWNERS NAME: I 11 , " 1 �, r Il T �4 r " � �I r , ,i , " , I� Q1',V,, ; v �� � + R4�BAR�®TEC C,ORN'ER y " i II r rt °< k-ii �} F r VNALL TYPE No.127� ROAb HOAC,� vY Tt , Lir i � a . 4 ii ,, , 1 ; ROAD 1 . 1 11 I � Ir ; I 'i ,ti ! , CONC. BLOCK @ EXIST WINDOW -- - 11, MEWILL ,, NEW YO. I ' Y ` J,'ir�1 .lJ f - 1 . ., - - .. >< "tl F i• '�/9 IR-UP e'DID. y g7� y r} �i� ,y •m.t �} !( I IL . `- HORTZONTALY y. - - PN'E �INOEL , _ JOSDPR��Sl"HEA 11 IR.� P.DJ 3 l 11 r ` I I r " ' t I y , PRt FFs�orrAL ENcweER i; - II �_ �C )ti.• I tl r •'y, , �F +i ,1I rF at I , � . S I _ 1 �. IbI6J 763,-96d4 -HDBART ROM-SOVr1KKANY Ii971 = , ' F, t .. r ; rr 8r I� - - ._ - t , �, 4 , " l B+Y: If , 11` i , ' + 1. z t JI r " s .ri + - 6 GUTTER TO MATCH s I l ' 11 r i I l,. ` ' I. I r l lr 4 ', t t . , . s ' r `>. ! , ,. E%ISr. , I F] �� li'. .i ,ri, �lia ^ ' 1 , It t7 .t ' tet :. 1 i r BRACKET HANGER 'il .� i �' �,-I���, a =. �'R x� : r _ , �EAi7S�T . I ,� ' " ',,;� T mss+•,--. -.]'r ' 't J t COMPACTED 5011 -=i. ,�,r'a ��e ./fir/ 4 - r .,::' L'1\L► �' ° U , •i lt' 1;16 GUTTER DETAI ' DRAF ING & DESIGN < ,. x tJ , �. • � , GMLVEOrED, / " .. t ,u0 •oo'; I//. s, i r GM Y L . Ilir ! r r t '� eIi� ] i ,} t ,.i A IF,- ! # h ••1 UNOISTRUBED SOIL � !� ... !I Itl_"-I II I�I I I:�i II':I I i - I . i l� + ,• x+ III- [ --lll- 1' I-1I -C.I —'l �=(� 1 t - - 5196 MAIN BAYVEif ROAR 90VT}101U NY f 1971 4 5 , ! „ bis, ; ,x : � . " _ � I : f i 01N 796-IB69 > ' t r - " STL COLli� t MN @ EXIST CONC BLOCK WALL I - CONCRETE RAMIE SECTIONS r t t "I F � 1 S , ,, / t �' I 112"G W.S. 1,+ I t _ / 123"DU. TEEL $VNTNETIG STUCCO-•-- --- ' ' 6 tq" S 1/2• 1, , a _ {, PIPE RNLING OtJ Y"EPS.BD. 7'.4"STI•STUDS I - �. — ., II ' t ( ` �r t I £; ' , -111 LAO BOLT AS REO'0- I - ., t ! r � ,' - — — — CONK. SLA9 ' 'o ) . I ;i. . .. �. CONCRF,TEBLOGK iMuuF'A ?': �OFNElv7, r `I2)IAYERS Of 1fY0Ws ,= „`, ' _l 11��.. >7 4 A ' r: �� '.', F .fe 5, . , H ,. 4'14"CCA BLOCKING C , , v _ ;st' /�Q'��F1SCy �/ ' y r , Ar:4' H1 I F100R M /�' CESS " 4- 1 tA*l SB"STL S7UD8 .`` ION c= r , o -. - - '� n. [ 11 '' '' S'>i8'BTL,TUBE + . . ._ .. r • . � .•F i .W — Itl INSULATION i B r „ , " , r s irrdwe. �' , • ... . . . 4. .. . . . , p9 a. osz5�0 ���' �� •,r' - . t i D N311tA7tON ., , a, - " /�+(��(�� I / N�' OF NPv III -, vw CFNHNELS r ", }' !%% �I/ .. , ' �� a�� MS REBAft t2"O C" 1 11Y"O W B. '; ESSIO .�, a'• . • I"2 ° •- M5'REBM EACH OVERHEADbOOR RAC i PROJECT N0: - "a . g r"''. .: .1, / •,i 1\l REM TYP. . . ' ' I' llr T 602-9$ }` i, "'/" %, �f:// r' '"/`.� , . ;•L" i�/��. , 11; 'O .�`\\ OVERHEAD DOOR .. .. - .. ,( F/� `,/,�l _ : DETAIL Q RAISED FLOOR DRAWN or: - •`' ;, • I ' ' /f�ff!r/ tf ",,, .%�r'/' :` !�r' .' M6 REBAR 17'O.C. is//, l \r-y \�� , \ L\ }!� �` i EK1ST BLOCK WALL : - .�' i ;�.> i rr =-'' .._.-�" - - _._.-_-_. - ... i . - ,,. ra ., , " i'lI f , , -. f,y1 / ✓ ;.,/, F^ft //, , / .�%/ / 1. COMPACTED SOIL . \/,, II . •.r — - .. . DATE: 6�� \ ' :" l EXPANSION JOINT . I ; . ,,, ./ ' , % ',% / / �, ;`'., ��` JAMq C� GA oa ii-9 L.. 11 16 1 1 11 I E / j//f / u . RAG BOORS 9 Ilt i " " . /,✓ :/`' % /lr/%/. /� '`\'o .II, '�o , CP.C.SIAe i r2MIO DAIE " - - . f "/ / /If, ; I ;,;> . I II` N 09 09,49 f. IZE /�• I , ' k2 ,Rtam.a �,. u, � a 0 ., , �U �.., . ..,:' "SCALE: ;, ,., . . WING TYP. "`v , • ,,�a"_ a ' t it >.. , 1/8ti I`-0' I .�1 w ,I , I71It II,I 6 t III 1Ik- IIIrt111 =111 -IIh!'I _ I . UNW$TRUBEa80L —1 : II_-III'_: III =:111-_lil__Ilt= il_._III_- II-_-I _ S,HEEt TITLE' '; ? I , 1 t13 /3 zvB 1wg { I - d 1 i; �t + , - $EflNSE"T 1. . 6�- 7�4�, DETAILS iI ,ii i t " ° - _ i,- ., .- . 11 .. OLE SIL r •a, pI ` r � ':CCpNCRETE STAIR SECTION ' -' "sIi ET rip• . , t/"=1'4 r L �'. ,. ; STL CQI.UMN bETAIL D L. ` EXT,` DOOR SILL (STL. Of; r }i , � 1►�T: DOOR SILL DTL .. I _ — — — --- `_.. _ — _ " _ _ — _ _ — NT. DOORJAMB T a N O i T H F'. O R f k k •� k u B A N ' ; 1 4 C9NTk JCNT - - 1 i0 BE CUT IhYFI�J?R " - - _ RUE Z5 MA ITUCK_o N,�W YORK i DRAWING TITLE i .,k PRC7POB"ED S rdRAa�. BUILMN4 ADOttIQN I < < y 0 ALLDO Cr LEVELER REDEv PROPERTY OWNERS NAIBE ,* 4 —10'-0" X t0'-0" GARAGE DOOR _ ALL DOCK OV oFtnns. ,. . f DIMENSIDNS, STEEL 'If —= — / CONSTRUCTION SPK( (CANONS ?.'yg BROAD FID NORTH FORKOAl OLLi]W �6' THK CONC. SLAB ^' 111 +. . Y W/ 6X6 10 / 10W, ROAD W, M. SMOOTH FINISH. .� 6" CONCRETE RAMP W/ 6x6 #10 \ A10 MELVILLE9 NEW YORK 1 3 61f ` I / W.W M PITCHED 40" IN JO'_O•' 'Y r r a'• CONCRETE � JOSEPH FISCHE'�TI JR:,1'•.F, , • RETAINING WALL W/ SEE WALL SECTIONS PROFE,'SIOMAL ENGINEER B REBAR 12'• O. C • - �I BLACK RUBBER FOR FULL WALL BOTH WAYS I e DETAILS R 5 REDAR MAX. .5'-0" 0. C BIZD(pER$ /A CONTRACTOR TO VERIFY (CROSS PATTERN ALL DOCk LEVELER DETAILS, CONT.) _ NDSAAT&0AD-90VIAOIDNY IIWI' DMENSIONS,REQUIREMENLS AND {610765-2' CONSTRUC➢ON SPECICICA➢ONS- I - c � `E� ( COMPACT fIf! 1SUB GRADE--" I i SUB GRACE , IF -r_— APPROX. GRADE - —;—� —�—r-- + — f i EAST g t I I o ERAFTING & DESIGN k 1 0' LATE ITI T ND }--r�r� k� e =4" DIA x 41-0' L p r I x 4 LfACHINy PGOL - 1 _ _ _ L-.yT 5190 MART SAYVIEW ROAD 90417101D,MY 1197E I! I(I(4 G1g786.1gg�r :1 Tom— � �— I x _4.CT9f}ER J3 7D4� ) I Q CenTx,+cTca w .iuTr uc cocK tP E,rrt QE[+h . P [L. 24" X 12" . @'-O' FLA 30•-O'PL= PITCHEQ_RAMP_ _ __- _ _ _ _ o�drNsv�us SJLEL aEa euews. AFp C w �e�cr on r I - t - :FEC'FCATLIS -> I CONCRETE FOOTING - II STEPPED AS NECESSARY TO MAINTAIN 3'-Q" T ` V BELOW FINAL GRADE. I 16" % 8" CONCRETE FOOTING Cj - r I t' - STEP AS REQUIRED �I U (SEE CROSS SECTION) `y I O i t 4 � ' c7 0 i r 1 •' �, © ALI TRACTOR EL DIT V DOCK LEVELER � AII �. 01M < / DIME N¢IONS 57EEL aT 4. M. REOUIREMEH FS AND V CONSTRUI—TION SPEQFICATIONS •� t o a i a + � � � ... r •. E :. ' T : , I , EI < v � 3$ ti �pF NEWt q {{ f ° , p� �VASCH 3 - co r ' "(L 8 -- --- . — - -- -------- 37'-4Ili , 7t — _-____--------------- - ------- p0. 0525�° P � T � k "; � . ` . . . _ g0' p=• —____ _ --,. —_—_ .. _,( ROFESSIONP PROJECT NO: ' 60 -98 I ; DRAWN BY: k ' CMA , If n a GATE: 27.99 � k - ` REVISION DATE: 10 I 99 ,IT WADING DOCK PLAN SCALE! � SHEET TITLE: SHEET N0; r 9 6f S l r - • ' 1 F Cl T ROUTE 25 MAITTITU C K N _.... NG I E W VOR —T- ._. -- j -- 4_. NUICAP RAKIP aJC PRQPOINED 8 RAG K .. . _. .. .. ...- ._ . --------- -. - / CI S� N PLACE STAIR OE TAIL F' BUILC'S(NQ ADC>•IT(ON IIq r ,� 1 �•7 pEW h,OAfh1G DOAK RA;1P ! `WINDOW AND DOOR OPENINGS PROPERTY OWNER$ NAME '1 1 r ( STEEL LIP!EELS x5 x 3/16" PC 3LA6 4v/ ff• x 5' 10/10 Wj M ARE ro HAVE (z 5" NORTH FORi4 BANK � 27 PRO" H[ILLOW ROAD I ! NIEL,VILIzEt NEW YOR14 I ITG i -� i JOSEPH FISCHIrTTt W., PIE, f kk-- PROIES`iI0t1AL h�iO�ER " � 18'-0., (V,l F } f , I — PGIf. DE 1EMPORAFIf I 9 — } `,TAIR; IOP FMERI.Gnr•_v WBART ROAD;30U7410ID NY`I I$11 ! I FW DOOR , 151q'TI6r 6�T� -�fi� 'NI'TL HAPQICAP RA AP z 12' - . 1 I i EAST i i ! �� 1�_ . - .�,����� . .- ENI) � t SEE NANDIc;AP RAMP AND 17RAFTINQ � D,$SICi� Cn4i IN Pimp STAIR DETAIL i MITIS Rl BATV%W ROAD-$OVIf10i-0MYIlgfl f iblWTgq-18A2 1° IE A RAILING SLEEVE DIMENSIONS TYPICAL WINDOW AND DOOR HEADER DETAIL r rS 11 f t i I, ! I ° r t I S r� ✓� �� — VIE] D AS REQUIRED mpma x f —(t) 5/3.. EXPANS')W '7 + t 1 BOLTS - 6" ac F � • ti 41 1 } 6" a 1* x 10" NIGH x 3/3• THICK STEEL ANGLE 13RACE, 'WELD TO STEEL I-BEAM, .. ? f' PROVIDE (2) S/S' EXPANEION BCL IS 5"oC T I - BOLT f0 CONCRETE PIER. - I I pF NFA �elsctiF�y� 1 it f ' 0``� �( • ,AFF' :� OFESSIONP� PROACT No; f STEEL COLUMN ANGLE BRACE DETAIL - 602 1 C oRA#N �eY, G I r , . . - . . ...._. -• DACE. A 1 1 T 0 -27- 99 4 REVISION GATE ti .I (1149 i SCALE SHEAT TITHE: i DETAILS ' r II Sheer No: 1 . z. BUILDING PERMIT REVIEW CHECK LIST Applicant/ Date Owners Name: 1�6f?-:y4 [6R K 15 4 N K- Reviewed. 9'30-91 Architect/ t+ F5 �, Date . Engineer: Jo3fdpe�el Subq -14 -91itted: � SCTM #: District: 1.000 Section: Block: Lot: 20 ProjectSubdivision Location: MAW �c>A O 109 0 2!� M-M-UP C Name: Single&separate Required-�1 certification: _f1'es o) eq. Req. Zoning District: [Lot size: Actual: 1 [Lot cover,a Proposed: 1 Req. 0 S j�e�- Regf L.,g1-4� 1'N C„ �Ofl?'Da. APPfe OVikL [Front Yard Proposed: [Side Yard /Pro sed: t [Rear Yard Proposed: [ Project Description: Cq-z )fcgigG6, 4)1frs�., �cccSsot.-y �n t1(�S+jN5 C, I BLDG, AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number r Suffolk County Health Dept. C U•9 9 ' DOS New York State D. E. C. Town Trustees Town Zoning Board approval: x Town Planning Board approval: Flood Plane Elevation ??? ' Flood Zone: to • ( 100 -OP -Ji S3 e4