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HomeMy WebLinkAbout27503-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28456 Date: 05/22/02 THIS CERTIFIES that the building ALTERATIONS Location of Property: 61600 MAIN RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 56 Block 6 Lot 3 .4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 2, 2001 pursuant to which Building Permit No. 27503-Z dated JULY 25, 2001 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 FIRE REPAIR AND ALTERATION TO AN EXISTING COMMERCIAL STRUCTURE AS APPLIED FOR. The certificate is issued to SUFFOLK COUNTY INDUSTRIAL DEV. AGCY. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1039618 03/18/02 PLUMBERS CERTIFICATION DATED 05/07/02 DINIZIO PLUMBING & HEAT. 14 ly d�te�- Authorized Signa t e Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMITOMPLETIONBOFKEPT ON THE WORK E PREMISES AUTHORIZED) TIL FULL AUTHORIZED) PERMIT NO. 27503 Z Date JULY 25 , 2001 Permission is hereby granted to: COUNTY INDUST SUFFOLK VETS HIGHWAY HAUPPAUGE,NY 11788 for ROOF SYSTEM ALTERATIONS TO A FIRE DAMAGED COMMERCIAL STRUCTURE AS PER CONDITIONS OF THE TRUSTESS AND THE DEC (LESS THAN SUBSTANTIAL IMPROVEMENT) at premises located at 61600 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 056 Block 0006 Lot No. 003 . 004 pursuant to application dated JULY 2 , 2001 and approved by the Building Inspector. Fee $ 250 . 00 1 r Author zed Sig ture COPY Rev. 2/19/98 Form No.6 \ T TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL !1• 765-1802 8 2rs 2�p2 APPLICATION FOR CERTIFICATE OF OCCUPAN 1. This application must be filled in by typewriter or ink and submitted to the Building Depart ent"I e following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 Date. New Construction: _Old or Pre-existing Building: v (check one) Location of Prope y: _ "'� "� it&A,,.� i2o_%6 t a-Te 2,0 Soma House No. Street Hamlet Owner or Owners of Property: C +L C, Suffolk County Tax Map No 1000, Section Block w Lot 3 Subdivision Filed Map, Lot: Permit No. Z:�SO 3 ':1 Date of Permit. 0:7 hi 0/ Applicant: N*- Q S—,ucfu 7�(,0L CD-1.4 ftci� Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ eck one) Fee Submitted: $ 2�. � � AA <(p 3 i � '��� - 23�� `�• / / � Applicant Signature C ce, L to � o��gUFFO(,�co W Town Hall;53095 Main RoadWG ' Fax(631)765-1823 410 P.O.Box 1179 ,fi Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLDF� t T 2002 1",,l CERTIFICATION_ J Date: � 3 Building Permit No. 75o Owner: L Q 2c,1 f (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. um rs Signature) Sworn to before me this 7 day of 20 Od_J Notary Public, -County LINDA J.COOPER Notary Public,State of New York No.4222563,Suffolk Ccu�y Term Expires DecetYiuer o'1, ` 1�0'— lrJ�cPrJ�rJ��PrJ�rJrJ�rJ��115 :11 �rJ�rJ'cP1Jl3j'L3rJrJ�r: IJ:1J�r-3 000MM I I:It:PrJ1 Pr:PrfrJrJ'rJr IrL3r PLI�LIL3rL3��rL3Fr3 rJrQj❑° 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned byALL WAYS ELEC. 5 5 55 e5 62 ORINOCO DR. T OF EGYPT RT 25 �5 BRIGHTWATERS, NY 11718, SOUTHOLD, NY 11971 cS Located at RT 25 SOUTHOLD, NY 11971 `7�] 5 Application Number: 1039618 Certificate Number: 1039618 SSection: Block: Lot: Building Permit: BDC: NS11 5 Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: First Floor,Outside, 5 55 5 was inspected in accordance with the National Electrical Code and the detail of the installation, asset forth below, was 5 5 found to be in compliance therewith on the 18th Day of March,2002. c5 5 Name OTY Rate Ratine Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Exit Light 4 5 Battery Pack 1 5 5 Sensor 3 Smoke 5 Appliances and Accessories 5 Cj Exhaust Fan ? F.H.P. 5 5 Furnace 1 F.H.P. rj Panels 5 5 3 60 8 5 5 1 150 21 5 5 1 150 20 5 5 Wiring and Devices 5 5 Outlet 46 Fixture 5 5 Receptacle 40 General Purpose L+ 5 5 Switch 27 General Purpose 5 Fixture 16 Incandescent 5 55 Fixture 30 Fluorescent seal 5 Receptacle 1 20 A Special 5 5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a �������r�r�����r Mn���n�n�rs��EPLrrrr��C3 L.PL r��n�n�n���rsr������nrr��n���� El rJrJ�rJ�PrJrJ�r1rrJJ0JrJrr�JM�JJJ P�� � JJ �rPP ��� JJJJ�P� J� I i Jr � JrJr: PPLJ'Lr rLpLrl�Plr�JL3o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 C5 BUREAU OF ELECTRICITY e5 40 FULTON STREET — NEW YORK, NY 10038 C� E] CERTIFIES THAT 5 Upon the application of upon premises owned byALL WAYS ELEC. 5 5 5 5 262 ORINOCO DR. RT T OF EGYPT RT 25 5 BRIGHTWATERS, NY 11718, SOUTHOLD, NY 11971 5 5 Located at RT 25 SOUTHOLD, NY 11971 5 5 Application Number: 1039618 Certificate Number: 1039618 5 �5 5 7c Section: Block: Lot: Building Permit: BDC: NS11 5 5 Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor,Outside, 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 5 found to be in compliance therewith on the 18th Day of March,2002. 5 5 Name QTY Rate Rating Circuit Type 5 5 Receptacle 1 30A Special S 5 Receptacle 9 GFCI 5 5 Disconnect 4 30A Motor Control 5 5 Disconnect 1 30A Motor Control 5 Receptacle 3 20A Special 5 rj Service 5 3 Phase 4W Service Rating 600 Amperes 5 5 Service Disconnect: 3 60 CB 5 5 Service Disconnect: 1 100 CB 5 5 Service Disconnect: 2 150 CB 5 Meters: 6 5 5 5 5 5 5 seal 5 5 5 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 O rPcP�Pr INFEJ@Pr�i:.PrJ�rJ�r�rJ�rJ�r�rJ�r�rJ111 RI JLrJE.PcPr�r.PrJ�1110 11r. EJ@PrJ�rJ�rJ�rJ�rJ�rJ�rJ�r�rJrJ�cPrJ�rJ�rJ�rJ�t PrJ�rJ�rJ�rJ�cP�PrJ�P�PrJ��rPrJ�rJ� l7 to �t -'F RUCTURAL CONTRACTORS , INC . N S T R U C T I O N • FIRE DAMAGE WATER DAMAGE APR 1 D 2002 , a April 5"200012.---j' Town of Southold Building Department Southold Town Hall 53095 Main Road P.O. Box 1179 Southold,NY 11971-1179 Attn: Michael J. Verity Re: Port of Egypt Marina Permit No. 27503 Z D&A job No. PORI 00 Dear Mr.Verity: Enclosed, for your records, is a two page copy of the New York Board of Underwriters Certificate dated March 18, 2002. The Certificate is for the recent electrical work completed on apartments numbered 19, 20, and 21, Southold Fish Market,and We Go Fishing Bait and Tackle Shop. If I can be of further assistance,please do not hesitate to contact me at 631-831-9706. Sincerely, i' Jim Burke Project Manager JB/mi G:Jobs:Por100-Elec. Cert. 60 Raynor Avenue, Ronkonkoma, NY 11779 Phone. 631.471.2300 Fax. 631.471.2905 I I ' -� I CHECK LISI_ Applicant/ Date �j 1 Owners Name: �c Reviewed: / Architect/ -J�' Date � Engineer: Submitted: / SCTM !1, / (g• DistricC 1 000 Section: � Block: w Lot: 3 �-� �O/ 1 Project Subdivision Location: _ Name: Sin&Ic& separate Required ///� certification: (Yes/No) A Req. Req. - -- Zoning I isuict:fI. L 11,0(size: nc(ual: I (Lot coverage Proposed I r Req. Req. Req. J (Front Yard Proksed: 1 (Side Yard Proposed 1 (Rear Yard Proposed I Project Description: AGENCI+ E�RMITS Permit REQUIRED FOR REVIEW N.A./ NO YES Number Suffolk County Health Dept. V 03/aY / New York State D. E. C. ✓ / Town Trustees Town Zoning Board approval: ✓ + ,Town Planning Board approval: '�, '��/✓�w^'"� Flood Plane Elevation??? ©�r_ £flood Zone: © to i ,�G' 7uo�,.�0 7 T V r . L NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00099/00010 July 2, 2001 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental Conservation Law July 2; 2003 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct ❑ Permit to Operate I ❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR of Waters Certification 360: Solid Waste Management ❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR supply 373: Hazardous Waste Management 11 Article 19: Air Pollution ❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion Transport 11 Article Article 23, Title 27: Mined ❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain Island Wells Management ❑ Article 24: Freshwater Wetlands ❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37; Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Port of Egypt Marina (631) 765-2445 ADDRESS OF PERMITTEE 62300 Main Road Southold, NY 11971 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER D & A Structural Contractors, 60 Raynor Avenue, Ronkonkoma, NY 11779 (631) 471-2300 NAME AND ADDRESS OF PROJECT/FACILITY Motel & Fish Market Main Road LOCATION OF PROJECT/FACILITY SCTM #1000-056-6-3 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Budd's Pond DESCRIPTION OF AUTHORIZED ACTIVITY: Reconstruct fire damaged building, including new roof,footings and drainage structures. All work is to be done in accordance with the attached plans stamped NYSDEC approved on July 2,2001. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of thts permit. PERMIT ADMINISTRATOR: ADDRESS Roger Evans (SVA) Bldg. #40 SUNY Stony Brook NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 Jul 2 2001 APPLICATION u .r� PAGE 1 or a Y i TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made hcrcin. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant 4 hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT,CERTIFY ALL MENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO TH EST F Y OWLED TRUE AND ACCURATE. r (APPLICANTS SIGNATUR 4[ AT� Q J SECTION 2• PROPOSED DEVELOPMENT (Tb be completed by APPLICANT) NAME A 1 ADDRESS TELEPHONE APPLICANT�b f+ p t r auk (�2 30o MA,� lbnn SOrwa�� -1 414� BUILDER Lt�1-`ll l-z3ND ENGINEER PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketcb attached to this application showing the project location would be helpful. (02,30o Mme .; Le� (& `u ) SovtFbt t. , ►� 100 I f3ai-r SrL7P " wf.,Go r-S'444 3Aci i TAc4ec. T q APr Z+ APr i -5'uffae- ��^S`r T/t� HeA 1�Qr4; i 000. oSG -6 3 FDP(93) APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ASTIVITY STRUCTURE TYPE. ❑ New Structure O Residential (1-4 Family) ❑ A tion ❑ esidential (More than 4 Family) Alteration ❑ NOD-re�enual (Floodproofmg? ❑ Yes) ❑ Relocation ff Combined Use (Residential & Commercial) ❑ Demolition F ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement facturcd Home Park? ❑ Yes) ESTIMATED COST OF PROJECTS -71 O00 B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or'Scy4or Systtm ❑ Other (Please Specify)" ".- After completing SECTION 2, APPLICANT should submit form to Local Administrator for review- SECTION 3 FI OODPfAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is Ea located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions. SIGNED DATE APPLICATION fJ PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the apphcauon can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofmg of utifitics located below the first floor and details of enclosures below the first floor. Also ❑ Subdivision or other dcvelopmen( plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Roodproofmg protection level (non-residential only) R. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will no( result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law # 19 . The permit is issued subject to this conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION N _ • PAGE a OF a APPEALS: Appealed to Board of Appeals? O Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION G: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. '- SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complet this section as applicable based on inspection of the project to ensure compliance with the commumitys local law for flood damage prevention. INSPLCTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF OMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. Z " '4A&- KoAo goj-rl'-n p PERMIT DATE L✓6Go F.sp4wI [ A .4 ixcr*E S0-0+cu, t,i O'W'% 11 9.0 « z I O RS NAME AND ADDRESS: CHECK ONE: OA-r o(c 04yPr 44Ae.,,.,,% ❑ NEW BUILDING (oZ3oeZ> AAA/,; 2" � �' '+'"4 ►��( 119}1 VOEXISTINGBUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 AS MODIFIED BY VARIANCE # DATED ' SIGNED: DATED: C/C(93) Albert J. Krupski, President �O$uFF�(�C Town Hall James King,Vice-President .ZO �G 53095 Route 25 Henry Smith s P.O.Box 1179 o Southold,New York 11971-0959 Artie Foster y Ken Poliwoda 'Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 25, 2001 Mr. Jun Burke C/o D&A Structural Contractors, Inc. 60 Ravnor Avenue Ronkoitkoina, i t' 11779 RE: Port of Egyot Marina 62300 Main Road Southold, NY SCTM#056-6-3 Dear Mr. Burke: The following action \vas taken by the Board of Town Trdst:es during a Regular Meeting, held on May 24, 2001, r-.garding the above matter. WHEREAS, L&A STRUCTRU.IL CONTP.ACTORS, il`�C. on behalf of PORT OFCGYPT MARINA applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Towr. of Soathoid, appiica:ion dated N`_y , 2001. WHEREAS, said application was referred to the Southo ;l Tov,.•n Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 24, 2001 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 97-18 of the Southold Town Code. WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT. RESOLVED, that the Board of Trustees approved the application of D&A STRUCTURAL CONTRACTORS INC. on behalf of PORT OF EQYPT MARINA for a Wetland Permit to replace fire damaged roof and roof framing over building containing Apts. 19,20, & 21 Fish Market and Bait&Tackle Shop. Walls & ceiling to be upgraded to confirm with current codes. Leaders & gutters to contain roof run off into dry wells. Plans of May 1, 2001 —revised June 1, 2001 approved BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency which may also have an application pending for the same or similar project. Permit to construct project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required aLid the Trustees are to be notified when project is started and on completion of said project. FEES: NOWT. Very truly yours, If Albert J. Krupski, Jr. President, Board of Trustees AJK/cj c cc: Building Department s ,�-.a•F",—,•�..•C,r_.,.�etC. �`.�'.sT�-rte. - .�-i'�� j i• , �. Board Of Southold Town Trustees h > SOUTHOLD, NEW YORK PERMIT NO. DATE: -May.. 24 i....2-GOI ISSUED TO _D.&A Structural....Qntrac.tors,...In.c, ...beh&If... f .s PORT(( OF EQY�PtT{ MrtARINA Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance an- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS ,. IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;..': and in accordance with the Resolution of The Board adopted at a meeting held on •.May 24,2001 . ....... and in consideration of the sum of $......zP.Q.J.0..... paid by rD&A STRUQTUR.AL...G.O.N.TRAC.T.ORS,....L11C.i...............:.................... 4�> of .. konkomkoma,.................................................. N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to replace fire damaged roof ariJ ronf"ramire over hrilding containing Ants ?� 10,20; R It fish Market and Bait&C Tackle Shop iti ills k ceding to he upgraded to confirm with current codes. Leaders&c gutters to mini i roof run off into drywells. Plans of May 1. 2001 -revised•lime 1,2001 approved �.. all in accordance with the detailed specifications as presented in the originating application. .� IN WITNESS WHEREOF, The said Board of Trustees here- r by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 2� �og�FFUlk�o ti 1. Trustees v r TERMS and CONDITIONS The Permittee D&A STRUCTURAL CONTRACTORS �f— PORT OF EGYPT MARINA residing at 62300 Main Road 5.,,,+t,,,?d N. •Y., as parr of the consideration for the issuance of the Permit doe ttn&ntand and prescribe to the fol- lowingo 1. That the said Board of Trustees and the Town of Southold ane released from ay and all damages, or claims for damages, of suits arising directly or indirectly as a result of any opa- ation performed ptitsuant to this permit, and the said Permittee will, at his or her own expense defend any and an sock soits'bsitiated by third parties, and die said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of SO*dwld 2. That this Permit is'valid for s period of 24 mos. whidr is considered to be the estimated time'required to complete the work involved, but should drembstaoces warrant, request for an extension may be made to the Board at a lata date. 3. That this Permit should be retained indefiaitdy, or as long as the aid Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that auth- orb*tlon was originally obtained. 4. Tbat the work involved will be subject to the inspection mid approvalf the Board Or be Boase for its ageots, and tuon.aompihnce with.the provisions of the originating app�don, way revocation of this Permit by resolution of the said Board. S. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and erpus along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations . in the location of the work herein sudhorized, or ifo in the opinion of the Bond'of Trustees, the. work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town of Southold. e. That the said Board will be notified by the Permittee of the completion,of die work sn& othed. 9. That the Permittee will obtain all other permits and consents that may be required toll- plemental to this permit which may be subject to revoke upon failure to obtain are. Job: C337R Mark: D1 Quantity: 23 Type: FI Span: 340000 P1-Hl: 5 Left OH: 0 P Right OH: 0 P PORT OF EGYPT MARINA imported jobs LOCK 20 Gripping Values max:514.0 min:250.7 CHORD WEB Top Chorda NOTES: MEMHR CSI FORCE DISP HEMBR CHI FORCE 2X 4 SPF-2100 1. Trusses Manufactured by: TRUSS TECH INC. DL+LL Deflection is 1.03" in Member H-I A -F 0.79 2727C g- 7- 5 A -F 0.71 1550C Bottom Chords 2. Analysis Conform. To: TPI (ANSI/TPI 1-1995). DL`LL Displacement(Horz) is 0.09" at Joint CF -B 0.74 2489C S- 4-11 F -E 0.20 366C 2X 4 SPF-2100 3. Empirical Analog used. B -G 0.74 2409C e- 4-11 E -B 0.42 803T Webs 4. Repetitive member stress used. G -C 0.79 2727C e- 7- 5 B -D 0.42 803T W2 2X 4 SPF-STUD S. LATERAL BRACING D -G 0.20 366C W1 2X 4 SPF-02 Top Chord: Continuous A -E 0.76 2520T 11- 4-14 G -C 0.71 1550C Sliders Bta Chord: Continuous E -H 0.68 1807T 2-11-14 2X 6 165OF1.5 6. Wind Loads - ANSI/ASCE 7-98 H -I 0.78 1807T 5- 2- 8 Max CSI Top 0.79 Trues is designed as a Hain Wind-Force Resistance System. I -D 0.68 1807T 2-11-14 Max CSI Hot 0.78 Wind Speed: 65 mph D -C 0.76 2520T 11- 4-14 Max CHI Webs 0.71 Mean Roof Height: 25 Exposure Category: C 1 IT'r (� 1� Occupancy Category: 1 Building Type: Enclosed Oceanline Distance: 30 Miles TC Dead Load: 7.0 psf (n BC Dead Load: 10.0 pof I LoadCasa Reactions L�!! A C f Auto BOCA Loading 1702 170 Auto Wind From Loft 23620 ---- - -') Auto Wind From Left 2 528 32 - - - y Auto Wind From Right 209 23 j Auto Wind From Right 2 322 52 '- HO 6- 3 HO 6- 3 Auto Wind It Ridge -36 -36 TC1- 7- ' Auto BOCA Loading Total Design Loads --- 1. 0 0 _ 17=Q-_.9 - ---- -- - Uniform Loads (psf) 5x6 TC 378 -17- 0- 0 to 378 0 TC 374 0 to 370 17- 0- 0 SPL B SPL HC 108 -17- 0- 0 to 100 -2- 7- 4 ac 300 -2- 7- 4 to 300 2- 7- 4 5x8 5x8 BC 100 2- 7- 4 to 108 17- 0- 0 3x551- --F G 3x5 7- 7- 3 3x5 3x5 9x10 9x10 A C 4 H j 0 Cant:1- 0- 0 W.308 5x12 5x12 W:306 Cant:1- 0- 0 R:1702 R:1702 U: 36 SPL SPL U: 36 34_ 0- 0 I tf&OF Uft r -- -- 34- 0- 0---- -ALL PLATES ARE LOCK20 0't� <1„ to ''ROFess�on�y Scale:0.104"=1' WARNING FAILURETOOLLOWCOVI-DCARSEPRCJPERTYI)AMAGEORPERI'ONALINJVRY Auto HOCA Loading Designer: PRAY/DE C'!)P/E.1'OFTHI.y TRU1'.1'DE.S/GN TCJTHE RU/LD/NC I)E7'IGNER ANI)EREC7Y)R C'ONTRAC-l'UR TC Live 30 psf Checker: NONE ASSIG Truss Tech Ince IMPORTAN%'NOTEb' 7bu weer Aur been dm fne✓mde reyuew unJ Pmlaw 9n/Wrrwwm imun nJiv✓udbudJxfrorywn ne,w. ML.pl..,robe nompumeJ Mro the TC Dead 7 sf "Viewer: buUding derwg robe ryeriJ is A ei die buJJinf drriyn.1 Rraciny requhrmmer rAmrn u/w Imetal ruppvt Jindividuu/nue membra rm/y AJJinunW rcnywint.ranine to insure P rubiliry Jurinf cw.muomn u)A rnpanribili0•Jrhr ermtw.AdJdiunallurmumdMmtinf u/de uvma/lrmumure it Rrr reywnribRdy UY,ab i/diny deli nrr Ilnign and materia/rare $C Live 0 p8F Design Date; in aubaumriul mxwJunr.win, eAir/unr ufN/i1'ae,l/ur%'P/UN.tiI++Pp�m+yy{{''wf me furrm1m(//u'1,';=A.1 deny trepan:5833 wuf,,,P.ODfi4.nwdbrvnnf,37199 HsnJ/inf/meal/inf Jburinf Next%mrC'unne/ed Wuw/7iurrm",///fFP1.Awswry SA.x9awJablrlrum/he Truer Plmr lnshun,SfJ U'Dn Jia Drive,MuJiran,WI SJ]/9 unJ".Y/a HC Dead 10 p8F Revision NO: 421 Old%725 Rd.SteMonroe, CT 06468(6491 hi dmdRap xibilitira in We 14.q.Aruwrr lnvdw,Mo./P/mr C. aWu Truaee",WIY'A I-1995 - Total 47 p8f Rev. Date: 421 Old)Zoar452 Rd.Monroe,CT 06168(ship) (203H52-0711 (800)972280 Mmalcunnnfurp/mra lieM aw Hu Jrdfn me Rusbhra LucAJU nn✓Lmi20HS RabAiwr EnfAeminY Connm�mr Mme CwkApprovW:RlH;196-IS Lumber HI 1.15 Run Data: 0$/07/01 (203)/52-0939/ax fur addilknd urywnum i f/ ~ian r.Jrr m Truer T kIla dzhrm TT-I,oum**e mars,sumplsoe plan.a.4 wY...mpunyinf infwsmian. plate $1 1.15 Version: 9.1.030 Spacing 24.0 in. Drawing: ONLINE PLUS"Version:9.1.030 Engineedng-Landscape 817/016,03 48 AM Page 1 Job: C337R Mark: D4 quantity: 1 Type: KD Span: 430400 P1-Hl: 5 Left OH: 0 P Right OH: 0 P PORT OF EGYPT MARINA imported jobs LOCH 20 Gripping Valu.. ..x:514.0 111:250.7 Top Chords NOTES: Max CSI Top 0.17 2X A SPF-02 1. Trusses Manufactured by: TRUSS TECH INC. Max CSI But 0.12 Bottom Chords 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). Max CSI Webs 0.17 2X 4 SPF-42 3. Empirical Analog used. Wedges 4. Repetitive member stress used. 2X 4 SPF-02 5. LATERAL BRACING Gable Studs Top Chord: Continuous GSI 2X 4 BPF-STUD Btm Chord: Continuous GS2 2X 4 SPF-STUD 1 lateral brace required on members: U-T V-B X-W GS3 2X 4 SPF-STUD Attach 2.4 continuous lateral bracing with (2) Bd nails at the GS4 2X 4 SPF-STUD location. shown GES 2X 4 SPF-STUD 6. Wind Loads - ANSI/ASCE 7-98 G86 2X 4 SPF-STUD Truss is designed a. a Main Wind-Force Resistance System. G87 2X 4 SPF-a2 Wind Speed: 85 mph GSB 2X 4 SPF-a2 Mean Roof Height: 25 ' G39 2X 4 SPF-12 Exposure Category: C GS10 2X 4 SPF-s2 Occupancy Category: 1 Building Type: Enclosed Oceanline Distance: 30 Miles TC Dead Load: 7.0 pof HO 6- 3 HO 6- 3 BC d 0 f 7. Anchor true. for atotal horizontal load of 125 lbs. 21- _8- -0 1 _ 21- 8- 0 - -- --- LoadCa.e Reactions 2.5x4A Standard Loading 150 T 2.5x4 3x5 Auto Wind From Left 18 Auto Wind From Left 2 62 3x5 2. 5x4 2.5x4Y 2.5x4 S2 Auto Wind From Right 2 S1 N 5x6 Auto Wind From Right 2 -18 R B 2.5x4 CC 2.5x4 Auto wind ii Ridge -1 2.5x9 2.5x9 2. 5x4 W 2.5x4 GG T H L 2.5x9 _ P ZZZ� 2.5x9 KK 2.5x4 2,5x4 ++ F EE 2.5x9 51- J 9- 6- 8 2.5x4 II 2.5x9 ! 9x6 MM MM 9x6 A E I M O S V BB FF JJ NN 2. 5x4 2. 5x4 2.5x4 5x6 2.5x42.5x4 Z 2.5x4 2.5x4 2. 5x4 2.5x4 tb OF NEw G K SPL Q U 2.5x4 DD HH LL 2.5x4 2.5x4 2.5x4 2.5x4 X 5x6 2.5x4 2.5x4 2.5x4 SPL r 4- t BC 43- 4 0 -- - - 43- 4- 0 - 62384 yid ALL PLATES ARE LOCK20OfESS10N*y AU - 2001 Scale:0.120"=V WARNING FA/LURE 10 UIIDWCUULDCAUSE PROPERIT DAbUGEOR PERu7NAL INJURY PROVIDE IOP/EN OF 7'H/.S 7'RUSSDETIGN 71)THE BUILU/NGDET/C.NERANp ERECIGR(Y)NTRA('TI)R Standard Loading Designer: TC Live 30 pef Checker: NONE 11SSIO Truss Tech Inca /MP(in ded Nl1TES 7Au trues Aob en Jerianed urtarr yum Pnfnw an aJpe avxmu ra an nJiv Jua/buRJ ng rwryxmrm,nu enua Pune,la be no rpwmed n216r TC Dead 7 Bf Reviewer: balding Jeslgaalhrspx�%icai.m uflbr building designer.Hruating nyuLemme sAonm u/w/arra/resp/wet/inJiviJuu/truss member only.AJJirumullempwury bruewgminxurr P ambilily duregcnwxtrudiun ud respunaibiliy Jar nnlw.AdJuumulpamvnalbmaing ufdeowu//muirurruderrywnxibJ' nfde builJiny dc+i nrr.D.oignundmueiidsare BC Live 0 of Design Date: ' mb,fim I-u 1,H,-11.1 Me&a 1e1em u ND.1'un✓/TP//ANT/ X Xenmu/r P 9 / +Prcifuamna Fw geman/guuluner regurJing Jniga reywns'Jiry,.wu r,rreemn unit lruarn "Hand/wg/nLuiliel IN MeD Mem/%me Clmnr and Wa.1 Five C...B-PLSad Tr . ", unAI.drum Ne Trues Plulr/nubulq SXJ/1'//nJk Urivr,hluJunn,W/Sl1/Punt".Tm BC Dead 10 p8f RaV1BlOn NO: P.O.BOX 725 Rd.Monro CT 08491(mail) dart ReVronsibiluie�/n bye/ksign Prwx:s/nvdving Mau/P/ae('onnecled WwJ Tr.rru;WTC:1 l-/NNS 42101d Zoar Rd.Monroe,CT 06468(ship) Total 17 paf Rev. Date: (203)452-0111 (800)872-4280 Memlawrnaawplamlimed on die des/%.urs Robbins 1u420 end LwAIRHS Rnbb/m£.Xineerleg C..W.r Plae Code Approval 0lR'AN6/3. Lumber SI 1.15 Run Date: 06/07/01 (203)452.0339 lax For addition./imprmeafwerfmnrefer to Tm.Tnh Demilzbea TT-/,pun duan w4&u.plerr l Plane andorher aswermeug infwamiun, plate SI 1.15 Version: 9.1.030 Spacing 24.0 in. Drawing: ONUNE PLUS Version:9.1.030 Engineering-Landscape 8/7/016:03:51 AM Page 1 Job: C337R Mark: D6 Quantity: 26 Type: PEI.TT Span: 81111 P1-H1: 5 Left OH: 0 P Right OH: 0 P PORT OF EGYPT MARINA imported jobs LOCK 20 Gripping Values max:514.0 min:250.7 Top Chords NOTES: Max CHI Top 0.29 2X 4 SPF-92 1. Trusses Manufactured by: TRUSS TECH INC. Max CHI Hot 0.20 Bottom Chords 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). Max CSI Webs 0.00 2X 4 SPF-A2 3. Empirical Analog used. 4. Repetitive member strew used. 5. LATERAL BRACING Top Chord: Continuous Bta Chord: Continuous 6. Wind Loads - ANSI/ASCE 7-96 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 85 mph Haan Roof Height: 25 ' Exposure Category: C Occupancy Category: 1 Building Type: Enclosed Ocssnlin. Distance: 30 Miles HO 4- 1 HO 4- 1 TC Dead Load: 7.0 psf BC Dead Load: 10.0 psf TC 1 -... 5— 6— 9 15— 6-10 20246272. This truss is designed to bear on multiple supports. Interior - - - - bearing(s) should M warted on the frau. InGrior support of 5X 6 temporary shoring most be in place before erecting this truss. If necessary, shim bearings to assure solid contact With truss. B a. Fasten truss to bearing F for 133 lbs of uplift. While permitting no upward movement of wall(s) or bearing(s) 77 5 LoadCase Reaction. A F C Standard Loading -12 519 -12 2— 4— 0 Auto Wind From Left 1 -36 1 3X 4Auto Wind From Right 1 -35 1 2— 2— 8 3X4 Auto Wind JI Ridge 4 -133 4 ' F E I _=L A C D W:308 W:308 R: 4 R: 9 r U: 12 U: 12 ( , BC F10012 -8-11-1-1 I100121 of MEw Y 1 9►+ 4 ALL PLATES ARE LOCK20 ` NF•'_C' r s° p 6?38� �t �ORESSID" A l�1111 Scale:0.414"=1' WARNING FA/LURETOOLLOWCOULUCAU.1'EPROPERTYUAMA(;E OR PERTONAL INJURY Standard Loading Designer: PROVIDE COPIES OF THIS TRUST I)ETIGN To THE RUILOIN4 UE.1'IGNERAND ERE(TOR('!/NI'RA('TOR Truss Tech IncaPw TC Live 40 psf Checker: NONE ASSIG /MPORTANTNlITRf 7bu her+bar Aero dmiynrdwaeeeyuem YndrlerycYliun idle wLYl1,.CI Y+Yn nIJIVYIYY/bYlldll,ye rM,NYvetl4Y F/Yne,lu be inew meJ uvulbe rurinyroixrure TC Dead 7 psf Reviewer: AYRdmp✓e+iyn wrAe we`+!^'wi..n fde AuilJiny Jeripnei.9wriny reyuwelmmn+b.mw bJw/werd+up/xne findiviJeu/sum mrmbrn Yn/y AdJurunY/eek yd wY6Riry doming avnaouviYllurb er+/wnriAJiry Jde nmeur.AJJuiYne/Prrmvnene bruinp Yfde uvwnl/rouetunudere+pwuibiliy fdr bui/dwy,kri ner./IYuyn unJ mnrcrb/s we BC Live 0 psf Design Data: b,+uAwunllul Yt\YMJlntx xJlb/maw d�iunr u/N/AYYnNw TPI/ANb'/yyeerr.rfueliune Fer,.md iJYlne re4•wJiny deriyn re+puurJiliry,+rwYye,emiiun wddrueinY.ew'+ub P.O.Box 725 Stevenson,CT 06491 mail a�mpleimwe dweil,yMm/P/me c'w.nr lm/wuml TeY+,m•,1//B-9IN mmuy Sbeeswdyib/e/2,iwrr P/WY/nwilal,SlUnv)n/iY Ddee,tied"..WI 5.1719Ynd'im BC Dead 10 psf Revision No: ( ) +Pmridi/idea in de/laripn Rwexr/nvY/ving McWlPlwe C'wnmYM Wend Twmm",WTCA/-/995 Total 57 of Rev. Date: f21 Old 2:oar Rd.Monroe,CT 06166(ship) P (203)162-0111 (000)8724260 MLIYlcunnenurpYmluerden Mu deign Yea RYbbin+LwI1d YnJlw#idH.0 RYAbilu Enyineerwp Cw,nn�w P/we C'wk APpwwC H(X;19s15. Lumber SI 1.15 Run Date: 08/06/01 (20.9)452-0339 fax FwedJuaneli^w^raMiY/wnYdiunrl a I-I'--T-*Def-d+bea9 lT-4 mum drips mAm,sump/mrnwnrp/enr endYdlere lwnlwnyleg in/esiYn. Plate SI 1.15 Version: 9.1.030 Spacing 24.0 in. Drawing: ONLINE PLUS Version:9.1.030 Engineering-Landscape 817/016:03:53 AM Page 1 Job: C337R Mark: D5 Quantity: 24 Type: HIPP Span: 511100 P1-H1: 5 Left OH: 0 P Right OH: 0 P PORT OF EGYPT MARINA imported jobs LOCK 20 Gripping Values max:514.0 min:250.7 CHORD WES Top Chords NOTES: MEMBR Cel FORCE DISP MEMBR CBI FORCE 2X 6 1650F1.5 1. Truss.. Manufactured by: TRUSS TECH INC. DL+LL Deflection is 1.11" in Member S-C A -T 0.66 4634C 10- 8- 8 S -T 0.07 21C Bottom Chords 2. Analysis Conform. To: TPI (ANSI/TPI 1-1995). DL+LL Displacoment(Horz) is 0.18^ at Joint DT -B 0.65 3914C 9- 7-14 T -F 0.60 703C 2X 6 165OF1.5 3. Empirical Analog used. B -C 0.76 3556C 11- 2- 4 F -B 0.35 766T Webs 4. Repetitive member stress used. C -R 0.64 3846C 9- 7-14 B -E 0.13 79C W4 2X 4 SPF-02 5. LATERAL BRACING R -D 0.65 45SIC 10- B- e E -C 0.32 692T W12 2X 4 BPF-02 Top Chord: Continuous E -R 0.61 720C W13 2X 4 SPF-42 St. Chord: Continuous A -8 0.93 4256T 30- B- e Q -R 0.07 10C W14 2X 4 SPF-STUD 1 lateral brace required on member.: E-R T-F S -S1 0.68 4256T 1- 2- 0 Wedge. 2 lateral brace required on members: S-E SI-F 0.75 4256T S- 7-10 Max Cal Top 0.76 2X 8 SP-SS Attach 2x4 continuous lateral bracing with (2) Bd nails at the F -U 0.69 3618T 5-11- 0 Max CSI But 0.93 location. shown E -S2 0.71 4200T 5- 5- 6 Ma. Car Webs 0.61 6. Wind Loads - ANSI/ASCE 7-98 U -E 0.65 3619T 4-11-12 Truss is designed as a Main Wind-Force Resistance System. S2-0 0.67 4208T 15- 3- 0 Wind Speed: 05 mph Q -D 0.92 4208T 10- 9- 8 Mean Roo! Height: 25 Exposure Category: C Occupancy Category: 1 Building Type: Enclosed Oceanlins Distance: 30 Miles TC Dead Load: 7.0 psf SC Dead Load: 10.0 psf 7. Prevent truss rotation at all bearing locations. S. Warning: Bearing width may not be sufficient for reactional Required Bearing Size(.): (A) 3-11, (D) 3-11. 9. Anchor truss for a total horizontal load of 119 lbs. 10. CAUTION: Use care during fabrication, shipping, and erection of this truss. Both temporary and permanent bracing are required and HO 6- 3 HO 6- 3 their design is the responsibility of the Project Architect or T_CJ 20- 4- 6 1 11- 2- 4 1 20- 4- 6 Engineer. LoadCase Raaotion. 7x12 6x6 A D SPL B C SPL Auto BOCA Loading 2573 2548 Auto Wind From Left 349 285 T 7X12 7x12 Auto Wind From Left 2 703 385 Auto Wind From Right 273 361 4x10 51 -T R 4x10 Auto Wind From Right 2 373 715 (3_ Q_ 0 Auto Wind II Ridge 92 104 4X10 4x10 Auto BOG Loading Total Design Loads -� A D Uniform Loads (psf) TC 378 -25-11- 8 to 370 -5- 7- 2 TC 370 -5- 7- 2 to 370 5- 7- 2 W:308 S F SPL U E Q W:308 TC 370 5- 7- 2 to 370 25-11- a Cant:11-15 2.5x4 4x5 5x6 5x8 2.5x9 Cant-'11-15 BC 100 -25-11-3- a to 306 -s- 3-10 ' R:2573 8;254$ BC 300 -5- 3-10 to 300 5-10 S1 32 ac 100 5-10 to 100 25-11- e 6x6 6x6 BC - - - 51-11- 0 - _ OF met/ r 51-11- 0 - - I i yS �, . LA ALL PLATES ARE LOCK20 �~ i 2, r y ) n s?38A 4V FE Scale:0.072"=1' WARNING FAILURE 711 OLLOWC'OULDC'AUSE PROPERIT I)AMAGE(IR PERSONAL INJURY PROV/DE(OP/ESOF77/L4TRU.CSDBS/GN7OTHERU/LD/NGDES/GNERANDERE('7'OR('ON'1'RA(TOR Auto SOCA Loading Designer: /MPURTAN7'NO7E1' 7ba nun box been✓u'ned al lbs rr uea unJ TC Live 30 psf Checker: NONE ASSIG ruseTeehlnee g 9 pnjaYdowaJbecuwwwrmanndivduulbuildnge„npumen4nYvrnaFunerobrns�rwJwwrhe TC Dead 7 of Reviewer: building dexignW de rpec/jamion/rbr builJinY deiigner. HrticinX reyulrrmerwrbuxw u/wlwwul mppwi ufin✓iviJUY/nun members wty.AJJsumY/Irnpwury b/ucing miaYure P a/Wdig JurinY anrnucYwnuG rupw.xibRiO fa,r/niw.AddurwelpwwmnmN lnnrnY u/Ge Yvrn/I rrurYun urbr rrywnribJiry u//Ae building dry nen /keign YnJ mueriWx Yre 8C Live 0 reef Design Date: in tubwawial ucxwdunn wirb lulmf edirirmr uJND.1'und/w 7'P//AMS/+pe�tiJaWiunc Fw ialrru/Yuidamv rrgY,Jing JeaiYn rrapumibiliry,rlwuYr,warriors YnJ MucinY,ewrxu/I Nuwd/mYlnrfu//ing Bncuy Mm/Plate Cwne led WuuJ Trurrra",H18-D/.Yuwwtlry Vhrq avudublrJrum rbr 7iun Plum/nadu/e,5101!)'On.Jria Drive,MuJivun,N75J]/v and".VY RC Dead 10 paf Revision NO: P.O.Box 725 Stevenson,CT 08481(maiq dard RrgmnraSbiu in dee 1)exign PNuerrlmo/vinY Mrru/P/wr Cbnnmxd Wtlml Twmn;WICA/-/WS 42101d Zoar Rd.Monroe,CT 06488(ship) Total 47 paf Rev. Date: (203)452-0111 (800)9724260 MmdYvxnaYwplYlo lived un Nu deriYn urr RYbbinr Lud2o andlw#IYH.ti Rtlbb(m EwYinrning('unnniw Plme(bde Apprmd:e(R'A0 15. Lumber SI 1.15 Run Date: 08/07/01 (203)452.0339 fax Fw additional inrrywun/wjwmwian refer rs Truxr TnR/)rrui/tbee Tf-1,euu dngn wars,bunplucemenrplum unJ wbnurwgnanyinY injw,mriun. Plate $I 1.15 Version: 9.1.030 Spacing 24.0 in. Drawing: ONLINE PLUS Version:9.1.030 Engineering-Landscape 8/7101 6:03:52 AM Page 1 Job: C337R Mark: D3 Quantity: 14 Type: KD Span: 430400 P1-Hl: 5 Left OH: 0 P Right OH: 0 P PORT OF EGYPT MARINA imported jobs LOCK 20 Gripping values maz:514.0 min:250.7 CHORD WEB Top Chords NOTES: MEMBR CSI FORCE DISP l6MBR CSI FORCE 2X 4 SPF-2100 1. Trusses Manufactured by: TRUSS TECH INC. DL+LL Deflection is 0.92•' in Member S4-Q A -L 0.91 3741C 7- 3-14 A -L 0.66 2335C Bottom Chords 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). DL+LL Displacment(Horz) is 0.21•• at Joint S:L -S3 0.90 3621C 3- 7- 0 L -K 0.05 BOC 2X 4 SPF-2100 3. Empirical Analog used. S3-M 0.83 3520C 3- 6- 3 K -M 0.12 380T Webs 4. Repetitive member stress used. M -B 0.66 2663C 7- 2-15 M -J 0.62 099C W4 2X 4 BPF-STUD 5. LATERAL BRACING B -N 0.66 2663C 7- 2-15 J -B 0.63 1554T W3 2X 4 SPF-42 Top Chord: Continuous N -SI 0.63 3519C 3- 6- 3 J -N 0.62 899C W2 2X 4 SPF-62 Btm Chord: Continuous 81-0 0.90 3621C 3- 7- 0 N -I 0.12 380T W1 2X 4 SPF-02 1 lateral brace required on masters: M-J J-N 0 -C 0.91 3741C 7- 3-14 I -O 0.05 BOC Sliders Attach 2x4 continuous lateral bracing with (2) ed nails at the O -C 0.66 2335C 2X 6 1650£1.5 locations shown A -K 0.68 3376T 10-10- 7 6. Wind Loads - ANSI/ASCE 7-98 K -P 0.64 3130T 2- 3- 4 Mmz CSI Top 0.91 Truss is designed as a Main Wind-Force Resistance System. P -34 0.66 3130T 8-13 Mar CSI Sot 0.97 Wind Speed: BS mph 84-Q 0.76 3130T 3- 2-10 Max CSI Webs 0.86 Q -J 0.97 3130T 4- 6-14 Expo Roof Height: 25 c Category: C J -R 0.97 3130T 4- 6-14 Occupancy Category: 1 R -S2 0.76 3130T 3- 2-10 Building Type: Enclosed y S2-S 0.66 3130T 8-13 Oceanline Distance: 30 Miles 8 -I 0.64 3130T 2- 3- 4 TC Dead Load: 7.0 psf I -C 0.68 3376T 10-10- 7 BC Dead Load: 10.0 paf 7. Prevent truss rotation at all bearing locations. S. Anchor truss for a total horizontal load of 125 Its. LoadCass Reactions A C Auto BOG Loading 2194 2194 Auto Wind From Left 323 271 Auto Wind From Left 2 674 411 Auto Wind From Right 270 323 Auto Wind From Right 2 409 672 HO 6- 3 HO 6- 3 Auto Wind 11 Ridge 17 17 Auto BOG Loading Total Design Loads TCf 21- 8- 0 ) 21- 8- 0 Uniform Load* (paf) 5x6 TC 378 -21- B- 0 to 378 0 TC 378 0 to 370 21- B- 0 B BC 100 -21- 8- 0 to 100 -8- 6- 5 T 3x9 3x9 BC 300 -B- 6- 5 to 301 -4- 6-14 3x8 M N 3x8 BC 10e -4- 6-14 to los 4- 6-14 BC 300 4- 6-14 to 300 6- 6- 5 9x5 2.5x%S3 S1 2.5x9 9x5 BC 100 e- 6- 5 to 308 21- 8- 0 9- 6- 8 9x5 L O 9x5 9x12 9x12 A C I J 08 W:308 K P Q J R S W:3 Cantil- 0- 0 R:219 3x9 3 8 9x8 3 8 3x9 R:2199 Cantil- 0- 0 , S Of NE+ Y BC - 43-:_-q__..-0 -- _. ----. - -. t} ` ^ NQ��,ar 4.lA 9►+ 1 - 93- 9- 0 - - t'• 1 j ALL PLATES ARE LOCK20 - F' s 4 ?384 ca e:0.092 717- WARNING 1'WARN/NG FAHURETO OLLOWCYIULDCAUSEPROPERTY/LIMACE/IRPEASONAL INJURY Auto BOCA Loading Designer: PROVIDE COP/ES'OF THIS TRU.C1 DES/CN TO THE BU/LD/N6'DES'/G'NERAND EREC7VR C(IN/'RA('771R Truss Tech Ince TC Live 30 psf Checker: NONE ASSIG IMPORTANTNOTES TAu 6uu her been JuifnedmrAe nyursl end yucifuWian e/Ihe ravlwmrM an individua/buJdinY uurywnem,u uvrnin�nr,w be inewprnled inw l6e of Reviewer: imbdwYd11-9-br O- mieae/eebaddfflhwtlnw. Ad dk..Iwmmmaloaeb/w lmwd ruliv fadividua/vumnsu,bsrren/y..Iddtlamu/.e,/e➢8rac(azwwvun TC Dead 7 p i. hVx1W avMva,ithI rrydifi./faAVanliv Addidunafpenwrwau lracmtl u/de vvrrcl/muitureudere pmaibi/' eJde buildwr dui ner/Mvirn and mueerieG err HC Live 0 psf Design Date: in subwmwiuf mev rdsnv wie/men ediwmr fNli1'en✓/7PUAMS/s1B.91 S iwc,Nhwc.n bre na rcyerdinY Jui6n reap ni i/iry,nwrFe,ereni..n uaJ braein,3719 NenNmg/nvallinY J/rmtiq Mewlymr tonne eeJ Wrod Tnuu",f//d9/1'uanrq.SAeal ava✓rbfe/iwnrhe True Plme/nniwre,StlJ U'On�iw Drive,Alyduan,N5J71Y and".ke BC Dead 10 psf Revision NO: P.Oid 421 Old x725 SteRd.Monroe,C 06468(shi6491 dmdRerpmrib6iliu in lbs UeriYn nu.,.lnw/vinE Mda/Plwe Cmnm>ml Wood T,vme",W7CA I-/WI Total 47 of Rev. Date: 421 Old Zcer RQ MDnrce,CT 08468(ship) P (203)452-0111 (800)972-4280 Mdd wmnnemplan Tmd on eu Juign are RobbinrLwbls awdLod2eMf/Wbuu Enflnn+ug(unnewur%are C'wk Approve/:&xA94-If. Lumber SI 1.15 Run Date: 08/07/01 (203)452-0339 fax Fw addaioneli-Wa mIn/wmrlmn n/w w Traar Teck IhmdrAeu TT-/,vum don,n amm,esmp/ae ,pix.and eewacomp„nywY inJ wrdiwu Plate SI 1.15 version: 9.1.030 Spacing 24.0 in. Drawing: ONLINE PLUSen Version:9.1.030 Engineering-Landscape 8!1/01 6:03:50 AM Page 1 Robert Tortorella R.A. 44 Dock Lane �---- Wantagh, New York 11793 May 2, 2002 A,+ny 7 2602 Mr. Michael Verity Southold Town Hall _ 53095 Main Road PO Box 1179 Southold, New York 11971-1179 Re: Port Of Egypt Marina Dear Mr. Michael Verity: Please be advised that I have observed the premises at the above referenced location and have found it substantially complies to the approved set of drawings dated 2.19.02, revision number three(3). The rated partition between the fish market and the retail space was observed to have two (2) layers of 5/8 inch thick fire code `x' gypsum board each side for a two(2)hour rating. The partition at the underside of the roof projects approximately twenty four(24)inches in each direction from the partition outward with one(1) layer of 5/8 inch thick fire code `x' gypsum board. Sincerely, Robert Tortorella Registered Architect, New York State License Number: 023274 ROBERTTOR(ORW 0�27�-t q�UF PEDNEA ULT ASSOCIATES, INC. 1615 NINTHAVENUE, BOX 205 o BOHEMIA, N.Y. 11716 Phone: (631) 467-8477 Fax: (631) 467-6905 AMERICA'S TEST LAB! Prepared Exclusively For: D&A STRUCTURAL CONTRACTORS LAB#: 02030246 SAMPLE ID#: 02030246-001 60 RAYNOR AVENUE PROJECT ID : PORT OF EGYPT 62300 MAIN ST., SOUTHHOLD RONKONKOMA , NY 11779-0000 SAMPLE ORIGIN : PRODUCTION C/W PIPE (516)471-2300 PERMIT#27502 MATRIX: SOLID COLLECT DATE DATE RECEIVED RELEASE DATE REPORT DATE 3/18/02 3/18/02 3/20/02 3/20/02 PARAMETER METHOD RESULT UNITS Lead in Solder EPA 60108 0.08 John Pedneault Page 1 of 1 Lab Director NYS ELAP#10224 MWBE#46075 765-1802 BUILDING DEPT. INSPECTION [ X DATION 1ST [ ] ROUGH PLBG. DATION 2ND [ ] INSULATION ING [ ] FINAL ( ] FIREPLACE & CHIMNEY REMARKS: a DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO LBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA CHIMNEY REAARKS: ��; DATE INSPECTOR r 765-1802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ DOUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY R MARKS: �i��? / � Oz, �" DATE INSPECTO r cg-7,5-03 11-4 M-lW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 11N LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ee& _ a DATE <; �Z,--�INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION ( ] FRAMING ] FINAL [ ] FIREPLACES CHIMNEY r REMARKS: ld26Z�ZE,4 C DATEe INSPECT FIELD INSPECTION REPORT _ DATE_ COMMENTS I ; ^ a FOUNDATION OST) II , FOUNDATION (2ND) y(}//_J=n Cx3====---------------- -------- - .._ - a------- - TT - ------ li .11c � S ROUGH FRAME & I size6 I PLUMBING II IIS! 7f' `rsyw�o �` II INSULATION PER N. Y. st,. STATE ENERGY CODE I'I !a aGe I FINAL ev N ADDITIONAL COMMENTS: —_--- M� _ zw --_ d 1vw`iv Ur aUuiriUTA liU1LlllNli YhKMlI Al'YLl( A11UN ( HJ✓( KL15 BUILDING DEPARTMENT 2 Do you have or need the following,before applying TOWN HALL _ ) Board of Health SOUTHOLD, NY 1197 3 sets of Building Plans — TEL: t TEL: 765-1802 — = Survey PERMIT NO. �"�S� 'f$ Check Septic Form N.Y.S.D.E.C. Trustees Examined '� 20�[ Contact: Approve ��/ .� 20_j2L Mail to: Disappro d a/c'/ ` Pho e tf 2 D� Building Spector APPLICATION FOR BUILDING PERMIT Date © `F /7 200( INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 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 waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout'the work. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupan is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, using co regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name`i a coirporatift4 (Ma ling address of ap lica t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder � t� �1�1U"dal, `IJ?� �l.ilG'VI�AI.I.OrJT/t/.�G?Ut� �C Name of owner of premises _ PLxr of ce, yq- l�lA i v4 (as on the tax roll or latest deed) "f applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) - Builders License No. 9t�2 µT Plumbers License No. -0t 930 Electricians License No. A �43 S-E Other Trade's License No. 1. Location of land on which proposed work will be done: �0 2 3Oc> MX, (2t. 50- rrlot.t> M1 House Number Street - Hamlet Q County Tax Map No. 1000 Section S Lo Block (p Lot J Subdivision Filed Map No. Lot (Name) state existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ..',bAer+T-Au,,z %ate rasa M4"6r 3 qpm-µ6__rS " b. Intended use and occupancy _<'a- E As 4Q.,C_ i. Nature of work heck which applicable): New BuildingAddition Alteration Repair Removal Demolition Other Work 1. Estimated Cost --7U oo 1 Som (Description) Fee (to be paid on filing this application) If dwelling, number of dwelling units 3 Number of dwelling units on each floor If garage, number of cars 6.il >APrS If business, commercial or mixed occupancy, specify nature and extent of each type of use. TAc,ecj s vn c (fi,ry, + y Dimensions of existing structures, if any: Front_ 1 `�� - ( y� Rear J 1'I -I Yi i Depth Height "Lo' -o" Number of Stories Dimensions of same structure with alterations or additions: Front I SI , - I '/2- Rear Depth - 9 Height 'z-':- -� " Number of Stories Dimensions of entire new construction: Front j Sl, '! YL Rear 1 <1 " ! �`� Depth -40, Height Z t.` -o" Number of Stories + Size of lot: Front Rear Depth 0. Date of Purchase Name of Former Owner 1. Zone or use district in which premises are situated 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be re-graded ML) Will excess fill be removed from premises: YES 10) 4. Names of Owner of premises �044,*Address!!, " , S'O)7 0 phone No. Name of Architect Address Phone No Name of ContractorN Pt Cot!_ �� Address A„-,:; Phone No.(G3+ 4ql 2 300 �a+YoMe, Ny 5. Is this property within 100 feet of a tidal wetland? *YES K NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: :OUNTY OF ) QC -c-Tq+-1�n-c- ^t Z" � A eing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing A� ontract) above named, YE -,)He is the �iiouSl A O _ r N AVCr-MdG ^NL4u"6ti (Contracto , Agent, Corporate Officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erformed in the manner set forth in the application filed therewith. worn t before me this day o/f2022 _ � 7 Notary Public t Signature of Applicant DIANE A.SAI=LI-FOX NOTARY PUBLIC, f New York 5003213 oualified in 3uffolkC unt O Commission ExpKea ZEE' a Town of y ,g 36th(� ? • u M #r �, 454Es¢' £aa Sr �z z > ' ' a i I �I� �y t� f I�, �i" F3. w aW yiyiyy vj A ZO"E X T F©Ni A4aAco�E Y A Z /. ISG; x # SO UTHOLD k BAY COASTAL APPLY OP 0 O� Town of Shelter Island Town of Southold 360809 360813 COASTAL BASE FLOOD ELEVATIONS APPLY ONLY LANDWARD OF 0.0 NGVD COASTAL BASE FLOOD APPLY ONLY LANDWARD SOUTHOLD BAY 0 0 o. 4 MAP OF PQ-0FEi2TY J,rill, A, v � � l i 11 BASIN z v Ill �rt�O ��UT{-1�_D NY � I �c I r 1 10 �- f _N! I f_� i 11 I Lt SCALE 50V ry tZ � C J �'351vI i nN-EE^ EFALTYOIIIC. 1 G �JJG' Jf H���v W�f er�i a :e�:. T L iBEEiI�eF NC' s /� a -:'xcrmxa rte, .:.= ti- =�1'..-2�.tY�P1.e�a7 - lh�GJ i Jpp' I y fir ern lrt KO�>--741Ci� ��/�( /U f� 1 7 6 ls1F:Ma'R lcid s�� -suFF CIO rAY KAP carA -iacn 256'6'x. Vk' r LAN✓ �lEYt7<5 04�EtlPs7,c�,we, -_ 1 ¢ } -j e.�.od.�..s.�•pr _ it '�- '" ` _,!- _ _....�- ''�'.r.- . ., .. _. . .--- ''—.-•->•'--+ter-F—; �• ,. - ^ a SITE DETAILS FOR LOCATION OF TRAFFIC DRAtNAGECALCULATION : o �o BEARING CAST IRON GRAZE ----- - --_--_- - --- ' SEE SITE PLAN. ROOF AREA#1=1729 S0.FT. �, a ROOF AREA#2=1296 SQ FT SOLID PRECAST CONCRETE -- - _ - - -- -- --- ROOF AREA 03-ROOAREA OSQ.FL COVER - TYPICAL UNLESS CAST IRON GRATE CALLED TOTALROOF ARE -� FOR SEE SITE PLAN. A 6490SO.FT I S NOTE EXTENTION DOME - - -- _ 3024 RE FT. % 2" 12 X 10 = 504 CO FT HR � RE9UIE0 FOR ROOF AREA 1AND 2' o j TO GRADE ONLY REQUIRED 1 AT CASs IRON GRATE- N= _ IN PROVIDED:(D.W TYPE 2) / 2-0' 6" DIA RIGID P VC PIPE, MIIN Y (2) 8 FT OIA. X 3.5 FT EFF. DEPTH 0 147.8 CU FT NO FLEX PIPE ALLOWED. - -- -_ EACH + (2) SOLID DOME COVERS 0 1087 CU FT. EACH =513 CU FT TOTAL Cn O F c m .- J� U Q� REQUIRED FOR ROOF AREA 3 ANDC O Q F " r' n 3'_0^ 3436 SO FT X 2"/ 12 X 10 = 5726 CU FT / HR./• MIN Oold AKIJ. m PROVIDED:ID.W.TYPE 21 'S < (1) 8 FT DIA, X 3.5 FT EFF DEPTH 0 147.8 CU FT O n w o a + (1) SOLID DOME COVER 0 108 7 CU FT = Q UL 256.5 CU FT TOTAL �' O W 3 x COLLAR MATERIAL - - - — • u' " o f z PROVIDED:IO.W.TYPE 11 ~ W z x (1) 10 FT DIA X 3 FT EFF DEPTH 0 205 3 CU FT L a o LL E- I = ? T 4l' �M o Z ENTIRE WALL ASSEMBLY ENTIRE WALL ASSEMBLY ENTIRE WALL ASSEMBLY TO UNDERSIDE OF ROOF i0 UNDERSIDE OF ROOF TO I1IVDERSDE OF ROOF •, - -- '- DECK.-SMOKE nGHT. DECK SNAKE TIGHT. DECK SMOKE TIGHT. WOOD TRUSSESGHT. jl - SEE ENGINEER'S SUBMITTED DOCUMENTS- � • FOR WOOD TRUSSES FOR WOOD TRUSSES CONTINUOUS 20 GA. MET AND CALCULATIONS. SEE ENGNEER'S SEE,ENGNEER'S - TOP TRACK SECURED TO SUBMITTED DOCUMENTS SUBMITTED DOCUMENTS •UNDERSIDE OF STRUCTUR AND CALCULATIONS. AND CALCULATIONS. }w FOR WOOD TRUSSES SEE ENGNEER'S 5/8• TIiICK FIRECODE 'X"� EXISTING 2-2X4 TOP EXISTING 2-2%4 TOP SUBMITTED DOCUMENTS EXISTINGI2-2X4 TOP GYPSUM BOARD FINISH AT PLATES ( MINIMUM PLATES ( MINIMUM AND CALCULATIONS. PLATES ( MINIMUM — CEILING. REQUIRED. ) REQUIRED, \ REQUIRED. ) CONTINUOUS 20 GA, METAL 0 Z w � I gw r- TOP TRACK SECURED TO 0 ^ ^ 5/8• THICK FIRECODE "X• 5/8' THICK FIRECODE •X• 5/8" THICK FIRECODE 'X' 5/8" THICK FIRECODE •X' ~ (n ' v Y UNDERSIDE OF STRUCTURE 0.i Of GYPSUM BOARD FINISH AT— GYPSUM BOARD FINISH AT GYPSUM BOARD FINISH AT GYPSUM BOARD FINISH AT V) CEILING. COILING. wCEILING. w EXISTING 2X4 WOOD STUDS Zda , 3.5' NIDE 20 GA. METAL 016' C.C. ( MAXIMUM 3.5' NNE 20 GA. METAL 3 [y + tl U u STUDS 0 16` O.C. MAXIMUM. REQUIRED. ) STUDS 0 16' O.C. MA%IMUM, O O z ¢ G EXISTING 2X4 WOOD STUDS gz EXISTING 2X4 WOOD STUDS ? _J ,e z A' 016" O.C. ( MAXIMUM Yy 0 16. O.C. ( MAXIMUM I- LAYERS 5/8' THICK FIRE 1- LAYERS 5/8' THICK FIRE —T. REWIRED. ) REQUIRED. ) v� W CODE `X' GYPSUM BOARD CODE "X` GYPSUM BOARD Q, GO FINISH ( TYPICAL AT INTERIOR FINISH ( TYPICAL AT INTERIOR -T? SDE ) SDE ) w iK d a ie 1/2' FIRE RETARDANT EXTERIOR Id 1/2' FIRE RETARDANT EXTERIOR a 2- LAYERS'5/B' THICK.FIRE Irao 2- LAYERS 5/8• THICK FIRE o OWE PLYWOOD SHEATHING ;R GRADE PLYWOOD SHEATHING O n 1- LAYER 1/4' THICK FARE _ Z) o z a CODE '%"GYPSUM BOARD CODE 'X' GYPSUM BOARD -- a WTHI NON-COMBUSTIBLE z NTH NON-CONOUSTIBLE CODE 'X• GYPSUM BOARD 'S In a it z R FINISH. ( TYPICAL AT BOTH z FINISH ( TYPICAL AT BOTH 3 EXTERIOR FINI511 OVER. z EXTERIOR FINISH OVER. 'W p Iq sx ATTACHED DIRECTLY TO STUDS--- - ;? sz si (-' +�+ .c < SIDES ) SIDES ) c .c K E- .d x N11H 1- LAYER 5/8' FIRECODE z z � z a a E- X' GYPSUM BOARD FINISH. 35• ATTENUATION BATTS 3.5" BATT INSULATION - 3.5" BATT INSULATION 3.5` BATT INSULATION 8 ( TYPICAL BOTH SIDES ) m BEARING THE U.L CLASSI- tc BEARING THE U.L. CLASSI- m BEARING THE U.L. C1A551- io BEARING THE U,L. CLASSI- FICATION LABEL. 'FICAnON LABEL RCATION LABEL. FICATION LABEL. b ,�i J'n dT( w v . CONTINUOUS 20 CA METAL CONTINUOUS 20 CA. METAL EXISTING FISH MARKET EXISTING RETAILi EXISTING 2X4 BOTTOM PLATE EXISTING 2X4 BOTTOM PLATE— BOTTOM TRACK SECURED EXISTING 2X4 BOTTOM PLATE-- _ 1344 50. FT, — 2250 S0. FT. + .4 EXISTING BOTTOM TRACK SECURED OCCUPANCY- C2 MERCANTILE OCCUPANCY- C2 MERCANTILE "1J ( MIWMUM REWIRED, ) ( MPNIMUM REQUIRED ) iD STRUCTURE. ( MINIMUM REQUIRED. ) TO STRUCTURE ori EXISTING 3 SUITE MOTEL / _ EXISTING MAINTENANCE V) >" Z 0� 445.0' 1539 OUANGr 82 ULTIPLE DWELLING Y S 19d 4' 00" E 634SO. C3.2 INDUSTRIAL m F-: d,=1 1 HOUR RATED-STC 45 TO 49 2 HOUR RATED-STC 40 TO 44+ 2 HOUR RATED-STC 45 TO 49 3/4 HOUR RATED-EXTERIOR 3/4 HOUR RATED-EXTERIOR ( TRANS EN PANCY ) _ o MODERATE HAZARD Z �:z' DESIGN U312 DESIGN U301 DESIGN U425 DESIGN DESIGN 'S U) \\ NO ANGE IN EASIING Q cn !� i y' uj USE OCCUPANCIES �, > IA IA TYPE 1 TYPET' TYPE 'T TYPE 4 TYPE '5 STORY N H TOTAL F TPRINT= 5767 $0. FT. TYRE 5- FRAM CONSTRUCTION �h ENTIRE WALL ASSEMBLY TO UNDERSIDE OF ROOF DECK SMOKE TIGHT. — 30'WIDE EASEMENT EXISTING' 0"— EXISTING SIRUCNRELD AC DOCK AND FINDERS FOR NvoO TRUSSES —S 19d 4' 00" E \ \ BY FARE S U RESTORED.CEDSEE n" SUBMITTEDEDOCUMENTS W m AND CALCULATIONS. � r \ p0 \ V o E%ISTMG BULKHEAD Q fry < a Ia EXISTING 2-2X4 TOP _ - k PLATES ( MINIMUM - ' ' REWIRED.') APPPFII1.E) Ae NOTE® : DATr.FFAl �O�c.P a 17.509 f .T B.!ILI'4N'r PFPARTMF I AI AT I s BUDD'S POND x 5/8' THICK FIRECODE 'X" i :.-L30� B Ailr 70 4 PM FOR THE GYPSUM BOARD FINISH AT— --n.! OWING INSPECTIONS / C"3 �— m CEILING. COIIPiDAfIC,N fN10 REQUIRED FOR TOURED CONCRETE \���7 V ROUGH - FRAMING & PLUMBING �:J. �• " NS LATION X / n FINAL CONSTRUCTION MUST f Jbl�!4-I tOR C'O ♦ "� o:R Il II SHALL 1BLET EXISTING 2X4 WOOD STUDS - ), n_ -t. )F THF N — — — n — I N 23d 30' ,0011 W I�r i RGY • 16D.C. ( MAXIMUM FO�l N 21d 35 00 W 72.95' ` _ I11B. t w REWIRED. ) 0, \� / ro I- LAYER 5/S' THICK FIRE yz Q..�/ N 21d 51 `1 CODE "X" GYPSUM BOARD —� OnCUPANCY OR „-,J O 1 / u - z FINISH.)( TYPICAL AT BOTH 11 SIDES USE IS UNLAWFUL / � WITHOUT CERTIFICATE CL OF OCCUPANCY MORRIS BASIN / -- �� u. EXIsnG 2x4 BonoM PLATE— MINIMUM REWIRED. ) 1 UNDERWRITERS CERTIFICATE ' Q I REQUIRED 1 1 HOUR RATED-STC 30 TO 34 — 74 r'z SEPED —DE-61—GN, U305 TYPE ,61 PARTITION TYPES SITE PLAN F � ' 1 2, „ Scale: 1.5 =1'-0" -3D'-0" BHE 4NWp@BR rDTA48HFET8 `} ScQle:. 1 0 �� ------_-----_--._--_-_-- _._--_ _.----_— _— ---— REMOVE ENTIRE ROOF I.ONSTRUCTA)N AND INSTALL IVEW ROOF _--- NO FIRE DAMAGE- EXISTING ROOF TO REMAIN _- 22 a 4 0 2 A35 ,4-5 A-5 A-5 CONTINUOUS CONCEALED -- RIDGE VENT. mak: -- CONTINUOUS CONCEALED RIDGE VENT. - ---- CONTINUOUS CONCEALED ---- -- 7i LINE OF EXISTING ROOF R n RIDGE VENT. -------- --- / `- (J I LINE OF EXISTING ROOF - TO BE REMOVED. R Q E.' n 10 BE REMOVED, \ ,- �-._ / 71 '-_ ------- --- - ___ ASPHALT / FIBERGLASS ______-_ _____--- - LASS R INGLES. ___ __nl (Z 0 J 3x - SHINGLES. Fl _ _ ASPHALT / �IBERC ROOF SH / / ___ ______ _ __ ROOF SHI - - Y x W W (L o W 2 x ASPHALT FIBERGLASS I INE CF EXISTING ROOF ----- LINE OF EXISTING RO(IF - y`�� i _ _ - ______ ------- (7 y ¢ j =4 ROOF 51-0NGUS. TO BE REMOVED. / ______---_ -________.____ - / -- -------_ U Z z 13' Q TO BE REMOVED. i,__ _____ _ - �/ 3 C7 / v --- — / ------------------------- ----------------- -------------- - ----- ---- ------------ ----- -- ------------------------ ------- ---- ---- ----- ------ -- _ ' ,-- L/ ----------�®� ---- --- -_--_ ---- -- ---- esaaw...ecwecc.�ea�eaisers.v�.sa.s.e.. .maw..ase..�ssssR.. .s�.awss...v..azn.�ea.weaaRa.�v,�aa�se�ae�e.a�. �� ----- _-- -- -��- L — —�— ALUMINUM I;UTIERS m a o --_ $,_ � TO,Ii%ISTINGPLATE: __ ________ ______.. ____ _ ____ _ ®® -- -_-- —__ —. - -- I Ir �TI � Ir AND I ADER - - � \ _ L—J —I - _--_- L�—I L—� / _—___—---_ AI TIMI NIIM GDIffRS -----_---- -- —__—_— -- AND I_EAOERS. (JIE - --- �1E-A ALUMINUM GLITTER!i ••� - ----- _ � p '7 AND LEADERS. -- ,� _--._-- — m -- EXISTNG EXISTMG --— -- __ - - -_ -�- — __--- — ----- - ENISTING i — \ n_______ __ _ _ X] I —I TN a m -- — ------ / - ----— EXISTING z m --_--_ ---—_--_— —___—_—_ 4J a --- ------ - l - - -- ---- It - -- -- --- -- 2 E EST NG E%S I TZ EXISTING_%ISTING SUEiFLfl---- -----_ .--__- --- -- _----- -_ - ----___ x -- —__ --_ ------ ----------- w px 0 IS it ---- -------- -3�-------- -- ---��-----�- ----- ---- ---- -'�"� --- --- -------- -- ------- --� IJ a va Onj- " 0 �_ o 1 � (A>!5 C35 A45 Lr m U C) ii Z Lj 0U, � ul O 0w � Z ----------- — --------- -- — ----- -- --- --- -- --- -------- ----- Z C] ---------- ---- --------- --- -- o U !n FFtOINT ELEVAII�ION I W'E�T SIC►E ) -------------------------------- ---- ---- - _-� - ----- --- ----------- -- ------- a� le 1/4" 1- — ----------------- --------- ------ — — — REMOVE ENTIRE ROOF-CONSTRUCTION AND INSTALL NEW ROOF NO FIRE DAMAGE- EXISTING ROOF TO REMAIN_ _. -- __—-- — --- ---- --— --�------�-- ----- -- --- ------- -- -------- � w 4 A-5 rI� A-5 5 W W I ) CONTINUOUS CONCEALED L ----_- --- LF""' VENTCONTINUOUS C014CEALED - k' L—RID11- VENT. 'CONTINUOUS CONCEALED LINE OF EXISTING 1200E MIDGE VENT. LINE OF EM$ONG ROD- / �- TO BE REMOVED \ - - / _ 70 BE REMOVED. L— --------- �• y m "' - — _ T-- ------ ----------- ------ ----------------- ----- - ---- -------- --- AND nLLUMIMUM CUTTERS ASPHALT FIBERGLASS ------ ------------------------- ----- _____ ________________-. / ___ _ ____ _____________ -_ __--_______ WD LEADERS. ROOF SHINGLES. / ------- ----- -- J /6PHALT / FIBERGLASS UNE OF EXISTINC ROOF LL R SHINGLES. TO BE REMOVED LINE W E);ISRNG ROOF TO BE REMOVED. ROOF �iI -------------------- _ mss® --- ®mss® ®w -- ------------- T�O.EXISTING PLATE: — cn— ��� — --- uj ----- ---- --- — i -- _ --- c —_ ----------_ G T.O.EXISTING SUEFLR.: --_— LiL-- ----------- •— O w w i - -- - --- -- -- - -- -r == _ _ - - - -- - - - -- - - - -- - - - - _ _ _ _ - -- - - - - - -- - - - - -- -- - - - -- - - - - - -- - - - - -- - - - - -- -- -�- Z U 'I EDA Y. N A-5 \y; y<A!)5 A-5 ��R R na SHEET# 4 INSTALL NE'N FOUNDATION WALL A'( FOR14ER DOOR OPENING _ i---------------------- ------- -- --- ---- — ----- °Q� 3 of 5 ------------------ — — -- — ----- — REAIR E:LE:VATI�JNI�:AgT SIDE)-- ---- - - -- _ ----� - ---��- ---- ---------1------------ _ ' SCOe; 1 4°=Y-'�" ------- — �----- —�— SHEET NUMBER TOTAL SHEETS -- ----------------- ------------------�— - GENERAL NOTES -- -- -- REMOVE ENTIRE ROOF CONSTRUCTION AND INSTALL NEW ROOF -- IA- CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE COMMENCING ANY WORK. REPORT TO THE -- —`— ARCHITECT ANY CONDITIONTHATVARIES FROM THAT SHOWN AND YMICH MAY PREVENT THE PROPER PERFORMANCE OF WORK. 2A- ALL CONTRACTORS SHALL BE FULLY COVERED BY WORKMAN COMPENSATION INSURANCE AND SUCH INSURANCE AS REWIRED Fi BY LOCAL LAWS. c - - 3A- CONSTRUCTION-AND REMOVAL OF REFUSE SHALL,BE CARRIED ON PROGRESSIVELY AND SYSTEMATICALLY. MATERIALS SHALL NOT BE PERMITTED TO ACCUMULATE. CONTRACTOR TO PROVIDE DROP CLOTHS AND OTHER DEVICES TO INSURE ADJACENT SPACES - . CONTINUOUS CONCEALED IN BUILDING ARE CLEANAS POSSIBLE WNTRACTOR TO RESTORE ANY PORTION OF THE STRUCTURE DAMAGED DURING ALTERATION. / RIDGE VENT. 4A- ALL WORK SHALL COMPLY WITH THE N.Y.S. BUILDING CODE, STATE ENERGY CONSERVATION CODE AND ALL THE RULES AND REGULATIONS OF THE VILLAGE OF SOUTHOLD. o BLIND METAL FLASHING AT 5A- BEFORE SUBMITTING, A PROPOSAL, ALL CONTRACTORS SHALL VISIT THE SITE, FAMILIARIZE THEMSELVES WITH THE EXISTING INTERSECTION OF ROOF CONDITIONS.AND UNDERSTAND THE NATURE AND SCOPE OF WORK AND DIFFICULTIES THAT ATTEND ITS EXECUTION. *k AND WALL. 6A- THE CONTRACTOR SHALL NOM THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DOCUMENTS AND FIELD CONDITIONS 12 12 BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATIONS. E- FOCD „t 5 l/ 1A- WHERE EXISTING WALLS ARE REMOVED OR NEW OPENINGS ARE CALLED FOR, PRIOR TO THE REMOVAL OF EXISTING WALLS, � Q N E- CEILING BEMIS,-ROOF RAPIERS, ETC CONTRACTOR SHALL BRACE EXISTING STRUCTURE AS REWIRED UNTIL NEW HEADER AS Q Z I tp '�_ \ SPECIFIED IS INSTALLED. c a m w i .� —YL--- _---- UNE OF EXISTING ROOF 8A- THE ARCHI7ECT SHALL NOT BE RESPONSIBLE FOR THE EXECLITION OF THE WORK NOT IN ACCORDING TO THE APPROVEO �-' W C Ov TO BE REMOVED, DOCUMENTS. BLIND METAL FLASHING AT \� �' 12 \ \ ---------------� TER OF NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE STRUCTURE FOR POSITIVE DRAINAGE AND O = ° L1 w r r - _ \ - 7� — '� 9A-BLEGRAD INTO EXISTING.ATPERIME z IL Y x a z INTERSECTION Of ROOF --- -- C) x AND WAIL. �� J,� \ _�— t -- - RS - 2 TONS PER .,Q, Fl. AND _ _ IPO- AL 'AND EXCAVATION Z w C O — f� ALUMINUM CUTTERS SHALL HAVE AWMNIIIUM OVER OF 3'-0' UNLESS NOTED OTHERWISE VIVA( PER LOCAL LAWS i d a z ---- AND LEADERS 1 ALLOWABLE SOL PRESSURE OF ALUMINUM GUTTERS — –� �{_– 2P- ALL CONCRETE TO BE P. J, STONE CONCRETE Ai DAYS. e D OR ' ~ 'C CRE E 3000 S28 AND LEADERS. r- ------------------------------------------------------ ------------- -- Of m zo 3 Of - ---- _— l 3B- FOOTINGS TO BE CENTERED UNDER COLUMNS ABOVE, UNLESS OTHERWISE NOTED IN DOCUMENTS. F- z i' a LINE OF EXISTING ROOF - -- ---- ~ F- n LI BE REMOVED. 4B- DO NOT BACK FILL AGAINST FOUNDATION WALLS UNLESS THEY ARE PROPERLY BRACED WITH BOOR STUC7URE, TEMPORARY U Or + SHORING AND / DNR BALANCE FILL. :D OF a O 4' -- RW(W1 FRAMING AND SEF•! W, n iC- ALL STRUCTURAL STEEL TO BE A-36 Fs = 22,000 P.S.I. W O r b w EXISTING - iii -- 2C- ALL STEEL FLITCH RATES TO BE THROUGH BOLTED PATH 5/8' DIA. STEEL BOLTS AT 12' O.C. STAGGER DOLTS FROM TOP TO W w p w- .I --_ BOTTOM AND 2 BOTS OVER EACH OTHER AT ENDS �( ¢;q — -- 3C- DESIGN LOADS : WU li, ----- FIRST FLOOR 40 LBS. / SO. FT, LIVE LOAD O Ti -� ---- �'-- ATTIC FLOOR 20 IBS / SO. FT. UVE LOAD y. _ _ SECOND FLOOR 30 LBS. f S0. FT. LIVE LOAD z SLOPED ROOF 30 LBS. f SO. FT, LIVE LOAD -- — — --- -- — -- — — — — -- -- — — — -- — — — - — -- — — - — — FLAT ROOF 50 LBS. / S0. R URE LOAD DESIGN N 4C- DESIGN STRESS 1200P.5,1. STANDARD (RADE SOUTHERN PINE OR DOUG FIR I 1 rn 5C- DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME & AROUND ALL OPENINGS. (!) U tD ` 6C- IN51ALL BRIDGING IN ALL FLOURS AND FLAT.ROOF JOISTS. CEILING JOISTS & BEAMS WHERE THE NOMINAL DEPTH TO m Z THICKNESS RATIO OF THE JOISTS,EXCEED 6. BRIDGING SHALL BE INSTALLED 0 8 FEET O.C. MAX. & SHALL BE 1' X 3' CROSS BRIDGING, SOLID BLOCKING 2 X DEPTH OF MEMBER OR 18 GAUGE METAL CROSS BRIDGING. Z w f J L- Z 7C- ALL HEADERS TO BE 2-2 X 8 UNLESS NOTED OTHERWISE. CZ B(; CONTRACTOR TO PROVIDE ANY TEMPORARY SHORING, UNDERPINNING AND / OR TEMPORARY STRUCTURAL WORK REWIRED __-- ---- FOR THE ADEQUATE EXECUTION OF THE JOB. o --'— _--- --- U I . --.— .--- � WINDOW.i AND DOOMS: � --- -- -- LEFT SIDE ELEVATION NORTH SIDE ) -- _ -- _— ID- ALL WINDOWS EXTERIOR AIDING & FRENCH GLASS DOORS TO BE PROVIDED W/ DOUBLE GLAZED INSULATED CLASS & -- ---- FIIfRTAA55 SCREENS. UNLESS TIDIED OTHERWISE. Scale; 1/4�'=1_-D_— --- 2D- EXTERIOR DOOR SHALL BE 1-3/4' INSULATED, WEATHER SLAPPED AND METAL SADDLE. - —REMOVE ENTIRE ROOF CONSTRUCTION AND INSTALL NEW WWF —_--.—_—. CARPENTRY AND FINISHES_.----.—. -- 1E- ALL GYPSUM WALLBOARD TO BE 5/8' THIO( FIAECODC 1(' OR UNLESS NOTED OTHERWISE. cl)Co 2E- ALL GYPSUM WALLBOARD TO RECEIVE TAPE, METAL CORNER REINFORCING, 3 COATS OF JOINT COMPOUND, FLOAT & SAND w Z LJJ NO FIRE DAMAGE- EXISTING ROOF TO REMAIN >�------ 3E- PATCH AS REWIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND / OR NEW WORK ABUTS EXISTING. n `� VE- PROVIDE ACCESS TO ATTIC BY MEANS OF h 24" X 1B' MIN. REMOVABLE PANEL IN CLOSET CEILING UNLESS NOTED W9 L5 OTHERWISE. p Lu 0 (' 6 1FARN - ALL PLUMBIN SHALL BE IN SIRICT CONFORMANCE WITH N.Y.S. BUILDING CODE. 2F- CONTRACTOR TO REROUTE AS REQUIRED ALL EXISTING PLUMBING, ELECTRIC & HEATING LINES INCLUDING ANY DUCTWORK WHICH INTERFERES NTH PROPOSED CONSTEWICTION. 3F- ELECTRIC IW'OMI SHALL BE BOARD OF FIRE UNDERWRITER APPROVED. _ 12 12 _ \ 5 MISCELLANEOUS . IC- ALL WORK IS ASSUMED NEW UNLESS NOTED OTHERWISE. .. .".; UNE OF EXISTING ROOF •• m io `J` LINE OF ROOF BEYOND. -- —� / \ -- 2(:- DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALE DIMENSIONS. '- -- �\\ /--- TO BE REMOVED of 3C- EXISTING FIELD CONDITIONS INDICATED WHERE FROM FILED MEASUREMENTS TAKEN ON 4.18.01. � A 4G- DURING THE COURSE OF CONIT IS THE CONTRACTOR'S RESPONSIBILITY TO N011FY THE LOCAL AUTHORITIES TO I -----_ ALUMINUM GUTTERSMANE ONSITE IINSPECTIOVS AS REWIREDIRED B BY LOCAL LAWS \ / — -- ---- AND LEADERS _ ____/___/___ALUMINUM CUTTERS — . ---�-- _ -___ ANO LEADERS —------ LINE OF EXISTING ROOF ---�_ � \ -�I �I cl) TO BE REMOVED- r' W J(rr1 -71 W R E aSTING 1 Lu ZO u ED G W' 53 - - - -- 1 - - - - -- - - - � - - - _ � - - - - _ � � - - - - - - - - - o Lu ca.. Lu a- 10 :r AR SHEETS, 41 Q� A4 �F 5 RIGHT SIDE ELEVATION ( SOUTH SIDE ) _ - -- --- - OF�l o SHEE NUMBER TOTAL SHEEB _� — SGGIe: T' -0° — ---- REMOVE ENTIRE ROOF CONSTRUCTION AND INSTALL NEW ROOF REMOVE ENTIRE ROOF CONSTRUCTION AND INSTALL NEW ROOF z 0 I I a 0 \ 12 12_- \\ (n < In F M n 12 ///, - - \ 12 5 5 Q s 0 Q N S \\ \-`\�\ Q N rn M d O Ul LL o Ul r a --- - -- -- __ - -- --- = - — - _- -- -- Z z ---- _ r ---------- _ - -- ____ _ ----= K--- - ---- Q m xo � ti ----_ ____ � D 02 I _ -------- p .- F- I. W I— a �J W Q V W = WLKdN Q � ° TOILET i COOLER MARKET O � O MOTEL SUITE 2 a ~ a ° E- ( RESTORE ) °O ca ( RESTORE ) ( RESTORE ) In rc C4 ^> F ( RESTORE ) \ 17 �-' m a w 0 N cf)N l l0 W II w \ E Z— \ II I- 10 Qi 10 Ili CRAWL ca : O w _ - a C16 ( RESTORE ) _ _ - 124 P7O Cn U c0 Cn � Z0 � CO ~ z u U O ~ z 0 O 0 — RESTORE AND COMPLY 'NTH TENANT AND OCCUPANCY SEPERATION N Z Tn N _ RESTORE AND COMPLY KITH TENANT ANO OCCUPANCY SEPERATION __ z O C) — —,_ _-- — —__ Q p � > BUILDING SECTION ( through motel suite 2 BUILDING SECTION through fish market ) 1 Scale: 0" U � � Scale: 1/4"=1'-0° — Z REMOVE ENTIRE ROOF CONSTRUCTION AND INSTALL NEW ROOF O NO FIRE DAMAGE W CD LLl VJ ZNZ Z 6 D m 12 - - \ 12 I YI I K 6 I W Lu ------ ---- --------------------------------------------------- ------------------------------ --------------------------------- 25 - U) = I W Lu® RETAIL RETAIL \ C� W = MAINTENANCE _ ( RESTORE ) REST, < p ( ) < O RESTORE b w p II Q it u csZ LL w pN --- - - © u_ —. — _ _ — — — — _ — — — —_ — _ — -- LL Q SE 9 I _ r- W 2 uJ T4 y? al w oLLl Q.. cy � ¢ EL SHEETS: 327 RESTORE AND COMPLY WITH TENANT AND OCCUPANCY SEPERATION oQ. 4 BUILDING SECTION 3 BUILDING SECTION A5 of 5 Scale: 1/4"=Y-0" sHEErNurAeeR TorALs�E;rs — SITE DETAILS g FOR LOCATION OF TRAFFIC DRAINAGE CALCULATION : o BEARING CAST IRON GRATE t= ' T. SEE SITE PLAN, ROOF AREA 0.1296 Q. T. ROOF AREA4P+129080.FT, SOLID PRECAST CONCRETE ROOF AREA t8=289080.FT. wo COVER - TYPICAL UNLESS ROOF AREA 44=630 SQ,FT. CAST IRON CRATE CALLED FOR SEE SITE PLAN. TOTAL ROOF AREA-6400 SQ.FT S �e NOTE : EXTENTION DOME - REQUIRED FOR ROOF AREA LAND 2: TO GRADE ONLY REQUIRED _ • - ^Y 3024 SO. FT. X 2-112 X 10 = 504 CU. FT. / HR. 4 AT CAST IRON GRATE. `"i 2'-0• �= li PROVIDED:I D.W.TYPE 21 � DIA RIGID P VC. PIPE. �- (2) 8 FT, DIA. X 3.5 FT. EFF. DEPTH 0 147.8 CU. FT 6" 6" REX PIPE VC. PIP EACH + (2) SO-ID DOME COVERS 0 IGB.7 CU. FT. EACH =513 CU FT TOTAL (� VI n E- n n — -iw °r'W REQUIRED FOR ROOF AREAS AND C O Z w E 3'_p• x ,... 3'_p• 3436 SQ. FT. X 2•/ 12 X 1.0 = 572.6 CU. FT. / HR. [-- p a U Y m MIN. 1 . PROVIDED:ID.W.TYPE 21 U It)I m f C of y (1) 8 FT. DIA. X 3.5 FT, EFF. DEPTH 0 147.8 CU. FTQ W n n y w < + (1) SOLID DOME COVER 0108.7 CU. FT. = W �i 256.5 CU. FT. TOTAL y w`3 COLLAR MATERIAL 'LL'' " PROVIDED:i D,W.TYPEI I [L r4 Z Q (1) 10 FT. CIA, X 3 FT, EFF. DEPTH 0 205.3 CU, FT Z Y " o - ------ ----- + (1) SOLID DOME COVER 0 108.7 CU. FT. _ Z 3 c7 L5 GROUND WATER. 314 CU. FT. TOTAL U 0 Q z � w �aNOTEQ to3 RE`-I` I- A MINIMUM HORIZONTAL CLEARANCE OF 20'-0• Z o n _ BETWEEN SANITARY, DRAINAGE WATER, AND ::D Q STRUCTURE MUST BE MAINTAINED. F n W U <04 UNDERLYING SAND AND 2- A MINIMUM HORIZONTAL CLEARANCE OF 10'-0• O n d GRAVEL STRATA. FROM PROPERTY UNE AND WATER SERVICE ANSI I- ¢ e E BE MAINTAINED. � VI ¢ '� FT. OUTSIDE TH0N I. W 3..5 Fl. trF. DEP1H= 1147.8 3- ALL CONCRETE DRAINAGE STRUCTURES AND (� w Q n PIPING MUST CONFORM TO SUFFOLK COUNTY W z E'" w 2 / ��- `� �' `✓ �� ����� �� —��j ���__\ 10 FT. OUTSIDE DIMENSION DEPARTMENT OF PUBLIC WORKS AND THE VILLAGE < I o= 4 m 3 FT. EFF. DEPTH= 205.3 OF SOUTHOLD. r a a J Y w U x EXISTING FISH MARKET EXISTING RETAIL 2 TYPICAL STORM DRAIN POOL DRYWELL DETAIL oa 1344 SQ. FT. 2250 50, FT. Scale: 1/4"=1'-0" OCCUPANCY- C2 MERCANTILE OCCUPANCY- C2 MERCANTILE f --- _ m Cn � EXISTING 3 SUITE MOTEL EMSTING MAINTENANCE (/T >- Z O 1539 SO. FT- 634 S0. FT. m E- 445.0' OCCUPANCY- 82 MULTIPLE DWELLING S 19d 4' 00" E OCCUPANCY- C3.2 INDUSTRIAL ROOF AREA 1=864 ROOF AREA 2=648 ROOF AREA 3.1400 ROOF AREA 4=636 Z w U ( TRANSIENT OCCUPANCY ) - ( MODERATE HAZARD ) i ................................. ....... Lo Ln .:...., O �_ ...... •' ROOF AREA 1=864 - - - - - - O M Z C 20'-0' 20'-0 NO �NGE IN EXISTING - - - - USE OCCUPANCIES O = w MIN. MIN. i ROOF AXEA 2=648 zo m � w D.W.TYPE (STING ONE STORY FRAMED STRUT RE: 1 uFi V F- TOTAL F INT- 5767 SO. FT. w ROOF AREA 5=1400 u TYPE 5- FAM CONSTRUCTION _ _ _ _ _ - - - _ _ _ _ . i _ I L co o i i-- TOTAL ROOF AREA 1=,1726 TOTAL ROOF AREA 2=1296 TOTAL ROOF AREA 3=2800 ROOF AREA 4=636 30'WIDE EASEMENT \ ? �I' ; z i . EXISTING FLOATING DOCK AND FINDERS S 19d 4' 00" E \ o f a z EXISTING STRUCTURE DAMAGED. BY FIRE TO BE RESTORED. d J ROOF PLAN ' y D.W.TYPE D.W.TYPE1 \ W p 7 ScOle: NONE � �= w \ \ \ EXISTING BULKHEAD o Co \� CJ O�9 �� � / C!1 \ UZ w BUDUS POND lFw- -J/ OCCUPANCY m Y w m � APP! Q11ED AS NOTED USE IS UNLAWFUL O DATE. B.P. # n v o o v N X FEE: DY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT 765-1802 9 AM TO 4 PM FOR THE • p�•�,p2„ FOLLOWING INSPECTIONS: ' OF OCCUPANCY"NCI W X1118. ' N 23d 30' 0011 W / 1 FOUNDATION - TWO REQUIRED Y _ FOR POURED CONCRETE = _ N 21d 35' 09' W 2. ROUGH - FRAMING & PLUMBING c 72,95' 3. INSULATION UNDERWRITERS CERTIFICATE C fes^' 4. FINAL - CONSTRUCTION MUST REQUIRED _ BE COMPLETE FOR C.O. --�� 1r I 1 ALL CONSTRUCTION SHALL MEET C 4 Ntl 511 20 STATE CONSTRUCTIONREQUIREMENTS & ENERGY a s p T p LL 21 I / CODES. NOT RESPONSIBLE FOR r - In uJ 1 1 DESIGN OR CONSTRUCTION ERRORS 1 I l ui� scall Q Lu 1 I 7 i, Q p I: :' z 11 MORRIS BASIN 11 j � a o 1 I m o 1 I / u– LLI O C3 w O J ' EpED O d. V V ���yt RAI AGE REVSHEETS:AlFNEwI OF 5 SITE PLAN SHEET NUMBER TOTAL SHEE79 ScDle: 1"=30'-0"