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HomeMy WebLinkAbout31252-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32328 Date: 05/02/07 THIS CERTIFIES that the building COMMERCIAL BUILDING Location of Property: 74365 MAIN RD GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 45 Block 4 Lot 3.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 5, 2005 pursuant to which Building Permit No. 31252-Z dated JULY 5, 2005 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 NEW COMMERCIAL BUILDING AS APPLIED FOR. The certificate is issued to GREENPORT HEIGHTS DEVELOPMENT LLC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-03-0014 03/15/07 ELECTRICAL CERTIFICATE NO_ 3007374 02/12/07 PLUMBERS CERTIFICATION DATED 03/06/07 EDWARD J. KORF Autl rized Si nature Rev. 1/81 - 7&s 9 ' Form No.6 TOWN OF SOUTHOLD nPR 2007 i BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 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. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Dale. New Constriction: - ,.- -- —_Old or Pre-existing Building: _ (check one) Location of Property: _7'Y/ 6 5-�WQ --. 4d House No. Street Hamlet Owner or Owners of Properly: Suffolk County Tax Map No 1000, Section Block o G Loi — - — - Subdivision _ Filed Map Permit No. 3ZZS'Z Z _Date of Permit. ApplicantAy / JS zZc �J �LL Health Dept_ Approval: t% Underwriters Approval: Planning Board Approval: --- Request for: "Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ SO - p scan igua ure-� co -E -323A s" ' 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. 31252 Z Date JULY 5, 2005 Permission is hereby granted to: HEIGHTS DEV LLC GREENPORT PO BOX 75 SOUTHOLD,NY 11971 for FOUNDATION PERMIT FOR A COMMERCIAL BUILDING AS APPLIED FOR PER PLANNING, SCHD, DEC & TRUSTEES at premises located at 74365 MAIN RD GREENPORT County Tax Map No. 473889 Section 045 Block 0004 Lot No. 003 . 001 pursuant to application dated JULY 5, 2005 and approved by the Building Inspector to expire on JANUARY 5, 2007 . Fee $ 200 . 00 7113fo5 • Cuv�DiAz- 0I, I1o.ao 68y13 zedIS nature ORIGINAL Rev. 5/8/02 2 S� O cPrJrJcP rn l�rJrJ rJ cPrJ@n�nrJ�cnrJcPcJ�cnrJ�rJ�rJ�rJ�rJ@J�rJ�rJ�rJ�cP r� cPrJ�rJ�rJ�il�r'�J11�rJ�rJ�clrJ�rJ�cPrJ�rldJ�rr@ O 5 5 A BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CCCS CERTIFIES THAT 5 Upon the application of upon premises owned by 5 C5 ,dp- -4+� PLL).ssem. 5 JIM SAGE ELEC. INC. MIKE DOMINO S 5 PO BOX 38 FRONT STREET 5 5 GREENPORT, NY 11944-0038, GREENPORT, NY 11944 5 5 Located at FRONT STREET GREENPORT, NY 11944 5 Application Number: 3007374 Certificate Number: 30073745 rSSection: Block: Lot: Building Permit: � BDC: NS37 577 Commercial OKJ c� 5 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: S 5 First Floor,Second Floor,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 12th Day of February,2007. 5 5 Name IOTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Emergency Light 1 0 5 5 Combo Exit and Emergency Light 1 0 5 Exit Light 4 0 5 5 Appliances and Accessories 5 5 Water Heater 1 0 4.5 KW S 5 Exhaust Fan 1 0 1 H.P. 5 5 Exhaust Fan 3 0 F.H.P. �5 Wiring and Devices 5 5 5 Outlet 30 0 Fixture 5 Fixture 21 0 Incandescent 5 5 5 Fixture 6 0 Flourescent 55 Fixture 3 0 High Intensity 5 5 Outlet 44 0 General Purpose 5 f5�j Receptacle 28 0 General Purpose �5 � Switch 20 0 General Purpose 5 5 5 Receptacle 1 0 30 amp Appliance seal f5 Receptacle 1 0 20 amp Appliance k t� �5 Continued on Next Page 1 of 2 5 �c 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 ONNNNNNNNNrJ •rPNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN NNNNNNNNNNNrJI cO L5� BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY c5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 CERTIFIES THAT 5 f5� Upon the application of upon premises owned by 5 ��5 5 c� JIM SAGE ELEC. INC. MIKE DOMINO PO BOX 38 FRONT STREET 5 GREENPORT, NY 11944-0038, GREENPORT, NY 11944 5 �5 SLocated at FRONT STREET GREENPORT, NY 11944 Application Number: 3007374 Certificate Number: 3007374 5 Section: Block: Lot: Building Permit: BDC: NS37 CS Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 55 electrical devices and wiring, described below, located in/on the premises at: S First Floor, Second Floor,Outside, c1 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 12th Day of February,2007. 5 5 Name OTY Rate Rating Circuit Tvoe 5 5 Lighting track 36 0 ft 5 5 Receptacle 10 0 GFCI 5 SService 5 S3 Phase 4W Service Rating 800 Amperes S 5 Service Disconnect: 4 200 cb 5 5 Meters:4 5 S 5 5 5 5 S S S S 5 5 5 seal 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. S 5 5 ONNNIM NN�PNNN NN NNNNNNN NNNN NNNNNNNNNNNNNNNNNNNNNNNNN � Dec 26 06 11 : 12a Joy and Mike Domino 631 -765-3402 p. l �g4FFO4 Town Hall,53095 Main Road v Fax(631)765-9502 �i ?.C..Box 1179 ,,r�_ �' Telephone(631)765-1602 _'�4( yy Southold,New York 11971-0959 T BUILDING DEPARTMENT TO'NVN OF SOUTHOLD CERTIFICATION Date: 3 L6 /6-7 _ Building Permit No. % Owner: (Please print) Plumber: C—C�wAO-� 3 Ko�F (Please print) I ce:-tify that the solder used in the nater supply system contains less than 2/10 of 1% lead. // (Plumbers Signatu-e) Swom to before me this C3 � t dayL r li a-c L 20 CSI/ Lj�-S CfI 1 Notary Public,--SC' C 1 c coun';y prrr2Au 0pN NOTRFt P F..i Sty'=.: `New York Q ' ir. CoonU / Cemm�s , ,p 4;,, MAILING ADDRESS: PLANNING BOARD MEMBERS ��q SOUjyo P.O. Box 1179 JERILYN B.WOODHOUSE �O �Q Southold, NY 11971 Chair * OFFICE LOCATION: KENNETH L. EDWARDS CA Oc Town Hall Annex MARTIN H.SIDOR !' �p 54375 State Route 25 GEORGE D.SOLOMON JOSEPH L. TOWN END �OlyCOUNV (cor.Main Southold, NY&Youngs Ave.) I'll, Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE April 23, 2007 TOWN OF SOUTHOLD Michael J. Domino Greenport Heights Development,LLC r P.O. Box 75 Southold,New York 11971 APR 2 5 Re: Greenport Heights Development 74365 Main Road, Greenport,NY SLIM#: 1000-45-4-3.1 Dear Mr. Domino: At the written request of Michael J.Domino date received February 8, 2007 requesting final site plan inspection,Planning Department staff performed a site visit on February 21, 2007. In reference to the above,the Planning Board held a work session on April 23, 2007 to discuss the submitted materials,including the approved site plan and resolution dated April 12, 2005 and the `as-built'plan dated October 22, 2003 and last revised April 17, 2007. This is to inform you that the site plan requirements have been satisfied and include the following items: • The Planning Board is in receipt of the certification from the Building Department dated April 20, 2007. As per the certification from the Building Department, "The proposed uses retail,offices & restaurant are permitted in this B district and are so certified". • The Planning Board acknowledges the parking for the change in use from storage to office space, including bathrooms, on the 2"d floor. • The Planning Board approves the reconfiguration of the existing and land-banked parking as shown on the plan prepared and certified by Jeffrey T. Butler dated October 22, 2003 and last revised April 17,2007. • The Planning Board accepts the amended drainage shown on the plan, as reviewed and accepted by the Town Engineer in a letter dated April 18, 2007, including the proposed additional leaching pools in the land-banked parking area. The applicant agrees to open up and install the land-banked parking and drainage, as shown on the approved plan, in the event the Planning Board determines it is required. • All handicap parking stalls, access aisles and signage must comply with New York State Code and ADA requirements. • The Planning Board approves the installation of all lighting no later than June 29, 2007. If the lighting is not installed by June 29, 2007, the applicant must request an extension from the Planning Board, in writing,detailing the expected time of completion. Greenport Heights Development Page Two April 23,2007 • All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. All lighting must meet town code requirements. • The Planning Board approves the installation of all landscaping in the Spring of 2007. The Planning Board recognizes that, due to weather constraints,this will be completed no later than June 29, 2007. If the landscaping is not installed by June 29, 2007,the applicant must request an extension from the Planning Board, in writing,detailing the expected time of completion. • The applicant agrees the electric transformer located on the east side of the building must be screened with vegetation to the best extent practicable. • As per landscape survivability,the applicant agrees to replace any of the landscaping which dies within three (3) years of planting. • As per Town Code §280-127, "any change in use or intensity of use which will affect the characteristics of the site in terms of parking, loading,access, drainage, open space or utilities will require site plan approval". — • The applicant continues to agree with the following resolution dated May 10,2005 which states: o At such time that the commercial property to the east is the subject of an approved site plan, a cross-over be permitted to the adjoining parking area on the north side of the building at the discretion of the Planning Board if warranted. • On November 21,2006,the Planning Board agreed to accept the change of the parking lot surface from pavement to recycled crushed concrete as approved on the site plan approval dated April 12, 2005. As per the letter from the applicant date received November 15, 2006,the applicant agrees "Should the RCA not perforin as anticipated we will remove it so that black top can be installed as per the original specifications". Please find enclosed a signed-approved `as-built' site plan prepared and certified by Jeffrey T. Butler dated October 22, 2003 and last revised April 17,2007. This letter does not condone any changes from the as-built site plan and approvals from other agencies if required. Respectfully yours, e D. Solom Planning Board Member Cc: File Building Department (with stamped plan) Engineering Department (with stamped plan) Enc.: One (1) signed approved `as-built'site plan prepared and certified by Jeffrey T. Butler dated October 22, 2003 and last revised April 17, 2007. /d MAILING DRESS: PLANNING BOARD MEMBERS OF soyoP.O. Box 1179 JERILYN B.WOODHOUSE �Q l� Southold, NY 11971 Char OFFICE LOCATION: WILLIAM J. CREMERS N >c Town Hall Annex KENNETH L.EDWARDS �O 54375 State Route 25 MARTIN H.SIDOR O� a (cor.-Main Rd. &Youngs Ave.) GEORGE D. SOLOMON y00UNTV+��'`_ Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ( i April 12, 2005 IR 1 42005 1 1 Patricia C. Moore, Esq. u i. DEP.... 1 TQ'MN OF Sr T�aOr-DD J 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Greenport Heights Development, LLC. Located approximately 775' w/o Moores Lane, on the n/ s/o NYS Road 25, Greenport SCTM#1000-45-4-3.1 Zone: B General Business District Dear Mrs. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 11, 2005: WHEREAS, March 14, 2005, the Southold Town Planning Board hereby held the public hearing open pending approval of the New York State Department of Transportation for the highway work permit to include a N.Y.S. Road 25 entrance; be it therefore RESOLVED, that the Southold Town Planning Board closes the final public hearing on the Site Plan known as Greenport Development Heights; and WHEREAS, the applicant, Michael J. & Joy E. Domino for Greenport Heights Development, LLC. proposes the site plan for a new 3,950 sq. ft. building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of restaurant, & 1,550 sq. ft. of second floor storage/mechanical space on a 1.521 acre parcel in the B Zone; and WHEREAS, Greenport Heights Development, LLC. is the owner of the property known as SCTM#1000-45-4-3.1 located approximately 775' w/o Moores Lane, on the n/s/o NYS Road 25, in Greenport; and WHEREAS, on December 9, 2003, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 © 7, made a determination that the proposed action is a Type II and not subject to review; and WHEREAS, on March 20, 2004, the Greenport Fire Department recommended that fire protection is adequate and the Planning Board has accepted this recommendation; and Greenport Development Heights, LLC. — Page Two — 04/12/05 WHEREAS, on June 22, 2004, the New York State Department of Environmental Conservation reviewed an application and issued a letter of non-jurisdiction under Permit Number 1-4738-03361/0001 and the Planning Board has accepted this letter of non-jurisdiction; and WHEREAS, on June 28, 2004, the Southold Town Trustees reviewed a site plan by Jeffrey T. Butler, P.E. and survey by Joseph A. Ingegno and determined the proposed construction to be out of Wetland Jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code and the Planning Board has accepted this determination; and WHEREAS, on August 3, 2004, the Southold Town Engineering Inspector reviewed and approved the proposed drainage and the Planning Board accepted this approval; and WHEREAS, on August 30, 2004, the Southold Town Building Inspector reviewed and certified the site plan for "Retail & Restaurant" use; and WHEREAS, on February 28, 2005, the Planning Board received a revised landscape plan dated August 23, 2004 drawn by Michael Shannon, R.L.A., designed to mitigate the visual impact of the building's east and south elevations from the road and the Planning Board has accepted this landscape plan in lieu of additional revisions to the architectural drawings. (This landscape plan supersedes landscaping shown on the plan prepared by Jeffrey T. Butler dated October 22, 2003 and revised March 9, 2005); and WHEREAS, between December 2, 2003 and April 29, 2004 the Architectural Review Committee made several recommendations to modify the orientation and design elements of the proposed structure in order to enhance the Scenic Byway designation of State Road 25 as well as the appearance of the primary corridor into Greenport Village; most of which have been accepted by the Planning Board as noted previously; and WHEREAS, on March 11, 2005, the Suffolk County Department of Health Services reviewed and approved an application for this site plan and issued the Reference Number C10-03-0014; and WHEREAS, on April 6, 2005, the Planning Board received a revised site plan drawing 1 of 7 & 5 of 7 prepared and certified by Joseph Ingegno and by Jeffrey T. Butler Professional Engineer, dated February 3, 2004 and last revised April 4, 2005 designed by the applicant to further mitigate the visual impact of the buildings east and south elevations from the road and the Planning Board has accepted this revision. (This plan supersedes the plan prepared by Jeffrey T. Butler dated October 22, 2003 and revised March 9, 2005); and WHEREAS, on April 7, 2005, the Southold Town Building Inspector reviewed and certified a revised site plan prepared and certified by Joseph Ingegno and by Jeffrey T. Butler Professional Engineer, dated February 3, 2004 and last revised April 4, 2005 for "Retail & Restaurant" use; and Greenport Development Heights, LLC. — Page Three — 04/12/05 WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following four items are incorporated and included in the site plan: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property Boundaries. The lighting must meet the Town Code requirements. 2. All materials and construction specifications as submitted by the applicant and received by the Planning Department on December 8, 2003 are to be incorporated in the project scope. 3. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. 4. At such time that the commercial property to the east is the subject of an approved site plan, a cross-over to the adjoining parking area to the rear shall be permitted; and WHEREAS, on April 11, 2005 at the Public Hearing the applicant submitted the New York State Department of Transportation site plan and Highway Work Permit Number 10-Q5-0035 approved on April 7, 2005, and the Planning Board has accepted this approval; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it further RESOLVED, that the Southold Town Planning Board grant final approval of the site plan prepared and certified by Jeffrey T. Butler Professional Engineer, dated October 22, 2003 and last revised April 4, 2005 and authorize the Chairperson to endorse the final site plans subject to a one-year review from the date of issuance of the building permit. Enclosed is one copy of the approved site plan for your records. Please contact this office if you have any questions regarding the above. Very truly yours, 4 Jerilyn B. Woodhouse Chairperson Enc. cc: Building Department Town Engineering Inspector Board of Trustees �g�FFO(,� Albert J.Krupaki, President Q CD Town Hall James King,Vice-President �.� Gy� 53095 Route 25 Artie Foster P.O: Box 1179 Ken Poliwoda : Southold, New York 11971-0959 Peggy A. Dickerson 'yfJo �Q� Telephone(631)765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 28, 2004 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: GREENPORT HEIGHTS MICHAEL DOMINO, PRES. SCTM#1000-45-4-3.1 Dear Ms. Moore: The Southold Town Board of Trustees reviewed the site plan prepared by Jeffrey T. Butler, P.E. and survey prepared by Joseph A. Ingegno last revised April 20, 2004 and determined the proposed retail building and parking area to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 44..e P. Albert J. Krupski, Jr., President Board of Trustees AJK:Ims PERM 42(2/05) STATE OFNEW YORK DEPARTMENT OF TRANSPORTATION HIGHWAY WORK PERMIT s.'>'E . . Fee: $ 00 Perm 0-05- 00315 Pemtrt :5'50. t No.:1 Ir urancer $ 175.0W Pimp Ident�tpnNd, I Total R666 140'01'. I.2 ;�2005 '�tteck orM:EY;Nta.. 2t�$5' plratNsrsD�e Check dr WO,No.., Dated; ' "Permittee: Estimated Cost of Work Relfornied`in the State Right-of-War$ �• GREM3QINT HEIGHTS 0EV=PMEs'N'1' Charge io Eior'd,Np �0 F.0�. 1� i or Undertaking on Fie: � `• @) �tO3+D♦ NY 1.1971 Elltling Address: (complete If different from above) Return of Deposit Made Payable to,.(Complete ifdiffetent from Petmitt"I. Under the provisions of the Highway Law or Vehicle&Traffic Law, permission is hereby granted to the permittee to: TO CONSTRUCT AND PERNANTLY MAINTAIN CONNERCIAL ACCESS ON THE NORTH SIDE OF NYS RTE. 25, BETWEEN MNS 1652-1653, AND' 0 THER INCIDENTAL WORT; AS PER ATTACHED PLANS 6 SPECIFICATIONS. ALL WORK SHALL BE TO THE SATISFACTION OF THE RESIDENT E NRINEER, ALL WORK SHALL BE CONE IN ACCORDANCE WITH APPROVED PLANS, NYS SPECS OR AS ORDERED BY STATE ENGINEER. NAINTE NANCE 6 PROTECTION OF TRAFFIC SHALL BE RESPONSIBILITY OF THE PERMITTEE AT ALL TINES UNTIL COMPLETION OF ALL WORK ETC THE: PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC.ANYONE WORKING IN THE:STATE HIGHWAY RIGHT-OF-WAY IS REQUIRED TO WEAR HIGH VISIBILITY APPAREL(ORANGE/YELLOW)AND A HARD HAT. CourwFOR SOUTHOLD Municipality- 25 Route#- as set forth and represented in the attached application at the particular location or area,or over the routes as stated therein,if required;and pursuant to the conditions and regulations general or special,and methods of performing work, if any;all of which are set forth in the application and form of this permit. D teQMPPAUGE N.Y. � � Commissioner IT Date X95 EUGENE SNITS By IMPORTANT THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY UST NOTIFY THE RESIDENT E INEER, NEWN�MAiiNAEI tees f68 P2t-tfNE: V;-6 95 Z- 7 9 So (63 x1 1 vb a LL)0( � — 73 1 — 75(7© UPON COMPLETION OF WORK AUTHORIZED,THE FOLLOWING WILL BE COMPLETED,SIGNED BY THE PERMITTEE AN ELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed. Refund of deposit or return/release of bond is requested. DATE PERMITTEE :AUTHORIZED AGENT(If Any) Work authorized by this permit has been satisfactorily completed and is accepted. Reverse side of this form must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Mailing address of refund has been verified. ❑ Amount charged against Bond may be released ❑ Retain Bond for future permits It different,list new address below, ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed ❑ Bond retumed/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYSDOT ❑ Other` APR 12 2005 , DATE REGIONAL TRAFFIC ENGINEER The issuing authority reserves the right to suspend or revoke this permit of its discretion without anng pr tFie neoassigr of bowing cause, "t,Y1 Ir before or during the operations authorized. The Permittee wilt cause an approved copy of the application to be and remain attached hereto u KI alt work under the pamtft is saUsfaCtDrity Completed, in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work pdrformed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. "Upon completion of the work within the stat_hlghway right-of-way authorized by tha,work permit the person,Rcpt corporation municipaUty,or stats depjortment or agency,and his or its succession:ln In sh be:iaspon dYile[or nclp'and repRdr, ,�. sttdh"work or portion 0such work as sat forth Vrithin ih§lentis aMl eonYlI #'wpTk psrrrdt, " OF soil%6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSW:ATION [ ] FRAMING / STRAPPING [✓]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: « �� DATE INSPECTOR ■ OF SO�T�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -gZt Lf l DATE 7' INSPECTOR L 0e SouTyo6 • TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTI N [ ] FOUNDATION IST [ ROUGH PLBG. [ =FRAMING DATION 2ND [ ] INSULATION [ / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:=6y,4 -8,,,1 l " dZrh9� DATE Q INSPECTOR , OF SOI/Tyo`o is G TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F UNDATION 2 [ ] INSULATION [ FRAMI / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE q lo-r INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION l REMARKS: �� 6446 7Z) *n4AQC- As, �l l 05' ` DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ =FOTION 1ST [ ] ROUGH PLBG. ION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR "`� 765.1802 BUILDING DEPT. INSPECTION /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]]—FIRE SAFETY INSPECTION REMARKS: c., DATE INSPECTOR aoe souryo# t Q ,L7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 4 Aiaim- ?LA(V� DATE 2 1 © INSPECTOR �\ SO(/Ty�� ( I VV �\ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -'kINSPECTION \ L�\ ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ \] FIRE RESISTANT PENETRATION R MARKS: (�1-GUl /�'.0 W E3Vll_4 S' f - 0 DATE 2- 1 127 INSPECTOR OF SOUTy06 TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEYFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REI ARKS- c P I iJ -b oN iT)wa) VAS DATE ' 2 \ INSPECTOR k�Alu i °P� t �A-r o�1 f 20() °� ho�y�OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY /�- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FlRE RESISTANT PENETRATION TKARKS: Vyt 6��--z - <:D1L - Z�� 1 Kn7a�() N — OIL a vet- corp r✓ — c�(�--- DATE Z ^� ]Z INSPECTOR-a4t3L� JEFFREY T. BUTLER, P. E. PO Box 634 SHOREHAM, NEW YORK 1 1 786 - 531 -208-8850 Yo LICENSED PROFESSIONAL ENGINEER MEM'HER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS January 2, 2006 Town of Southold Building Department Re: Domino Building-Greenport Permit # 31252-Z Dear Sirs: Please note the following concerning this application: I have inspected the strapping and anchoring pursuant to the building code and find that the work conforms to the plan as filed with this application. Please call if you should have any additional concerns about this application. �4F NE(NY T.B(/T(`cO� CO 9 ely, G n �2 utter, P.E. i1FD 073493 pgOFESS\�NP FIELD INSPECTION REPORT DATE COMMENTS ro vto FOUNDATION(IST) - u -------------------------------------- FOUNDATION --------------------------FOUNDATION(2ND) - y ROUGH FRAMING& PLUMBING - y N We 6/ --,rr✓ _ j1tC_- - Z rGr� INSULATION PER N.Y. STATE ENERGY CODE 47 - - -- -- - - - - - - Al- ell e- - - FINAL --� _ P ADDITI NAL COMMENTS 6Z _ i `FIs - - - �o.� �gY� -- - 0 0 "THAT eA-lAfl'US P Z - _- - -_ —PC11-ttJ 5 1 m 7uc.i HRS 3iJ /iJSiAu E}CJ2�J/n�C>_-T t) �rJte ) C -- - - - - - 011-1 1 r` I Ik�AyuL� - - U Ch4CZ1c pucs ,4S - - - _ >1 ,� s;q mP�� �PIZ�WILW Pi�n^'s l � 11 _ .4cr, r oy(i� 3'1-O-I ILCG���IQ3 - - - d 51 - ---- --- --- y New York State Department of Environmental Conservation_ Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Iffbillia Phone: (631)444-0365 FAX: (631)444-0360 Erin Crottyl Commissioner LETTER OF NON JURISDICTION-FRESHWATER WETLANDS June 22, 2004 Greenport Heights Development Corp. PO Box 75 Southold, NY 11971 Re: Application #1-4738-03361/00001 Main Rd., SCTM 1000-45-04-3.1, Greenport Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposal to construact a new commercial building, parking area and sanitary system on Main Rd., Greenport, SCTM 01000-45-04-3.1, as shown on the survey prepared by Jeffrey T. Butler, dated October 22, 2003, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, � � R r Evans CAF Permit Administrator cc: P. C. Moore, Esq. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 2- Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 �t ` Contact: Approved 20 S n r >>�� Mail to: Disapproved a/c / Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date I (��f>e�F ( 20O 1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �nn A F/lte �p✓rXl/ pr C4 �—(Signature of applicant or name,if a corporation) y r3 AYJu IQ it. ;,, W (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder e 2c— S 1' n !Nle G4tit(r2/fi c4-0 i1L Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 3 5 )? V Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block �rvLot – `rt Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing 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 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES NO_ 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY /O M / LytA e ( T- D b N a being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ( rm t{ r�P G�cd- _ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swom.to before me this dayof—M 20 _ N tart' ublic Signature of Applicant MELANIE DOROSIQ NOTARY PUBLIC State of Newlbdt No.O1Db4634670 Oualified in Suffolk County ComNsalm Expires Septafter S0a TOWN OF SOUTHOLD 0- BUILDING E IT APPLICATION CHECKLIST BUILDING DEPARTMENT D ve or need the following,before applying? TOWN HALL oard of Health SOUTHOLD, NY 11971 4 sets of Building Plans ✓ TEL: (631) 765-1802 g Board approval r' FAX: (631) 765-9502 _ Survey ✓ www. northfork.net/Southold/ PERMIT 3�� , Z Check Septic Form N.Y.S.D.E.C. ✓ Trustees I/Examined 7 , 20 Contact: i Approved 7 20- Mail to: o io7 �r Disapproved a/c So,.�14+" ,1/lJ //f 7/ Phone: 6 3/ - & - 'y f4O - Expiration ,20 �---- -- • di n ec ft I� r`o 2 205 it APPLICATION FOR BUILDING PERMIT Date MAY /y 1200S— INSTRUCTIONS 20DS— INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 4 46.404A, Zee (Si ture of applica t or na ,if a corporation) �r (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder n r-et'i p,,,f eT�r�` •$�2�s1� // n�oi«t«3�f LLC. Name of owner of premises gzFF,vi,t7aW1 ,l r nnW /V -a (As on the x roll or latest deed) If applicant is a corporatiol}, signature of duly authorized officer (Name and tifle of corporate officer) Builders License No. / ---,d U spfL-e 67/Z, /t}L Plumbers License No. '7/2k,, le3 e o 1, -e Electricians License No. T,)" e id'E Other Trade's License N� 1. Location of land on which proposed work will be done: ay36i rY1a,�. ed 6j �2 �s,-¢- House Number Street Hamlet NIiQn M nRVV) *1 Yw9Mtoe:��:'2. /I1N1�`ivnATOO County Tax Map No. 1000 Section f� 0.r' Block if d`rSY tlO� l''}l L ,' Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy re7i� �jcvj/o�i)y �refy.. ' 3. Nature of work (check which applicable): New Building r/ Addition Alteration Repair Removal Demolition Other Work ` 4. Estimated Cost $12vv qv, v � p Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units N.4 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ,f �d 7. Dimensions of existing structures, if any: Front i 44 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front k Rear 6,0 ' Depth 9'o' Height 27 1 3' Number of Stories .2 i 9. Size of lot: Front �7$ 1 Rear / 75'. 3 7 N Depth *13.8 i ��Awn 3:Z7.f4'F*r~A/'o 10. Date of Purchase P9-// -02 Name of Former Owner P�Ilee Kee& 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES ✓ NO_Will excess fill be removed from premises? YES_NO 14. Names of Owner of premisesAc/ieelT 00N A Address 3470 04,"l V41hone No. i3/- 71 J-- Name of Architect ? 't a 4•eo- Address &2&g AJFf,(51re4eftPhoneNo--6_j1 - ioP- V?So Name of Contractor 4. SI r►it/uYt Address 1.F&AVA kenl&A.Phone No. 63/ - YY'/-/4fj 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) !) ae being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, / (S)Heisthe prwi'oeew'f o� ll t�,O ftq A /�G s Ae` AW-.9 U—C V/ (Contract(3r,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this Lot_day of 20 NtorY Public Si ture Lof Applicant LYNDA M BORN NOTARY PUBLIC,Shft of New York NO.01BC8020e32,Suffolk Term E*m Mach 8, LIGHTHOUSE SECURITY INC . SECURITY AND RELIABILITY AT ITS BEST 6 � DOST OFFICE BOX 1894 RIVERHEAD, NEW YORK 11901 TEL ( 631 ) 727-2728 FAX (631 ) 727-0107 FIRE ALARM LEGEND ACP FIRE ALARM CONTROL PANEL ® REMOTE KEYPAD/ANNUNCIATOR • SMOKE DETECTORS x HEAT DETECTORS • MANUAL PULL STATIONS FIRE HORN/STROBE SIGNAL DEVICES S FIRE STROBE SIGNAL DEVICES • EXTERNAL STROBE DEVICE SPRINKLER SYSTEM SUPERVISION KNOX BOX ACCESS 4 INTRUSION Q CENTRAL STATION SERVICE 4 VIDEO 0 WIRELESS NOR 7lf epthmmm M bm tam and Rmd b mmply with Be fiebft AN.Clma B&VIA dcvim p.rmA b Pet IS ofthe FCC Rub. The Imb R __,w desimd b pevil2rmwtlk Praarim rpmMAAob6mcaoteidamY eBaOeim Tbue:pupmeAlpacrHeA me Elmromr.dw fiepmry®a "V/ W I m be.Od and o>d o.owdmm with Ae omreaam,smv ms harm(d mmHmm b:aAo cmmekbm. Fbuevr,mm h m smmbe d' v,rtfume NI m amv m.prwmlr msbmaan. 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USERS ARESOLEL.Y RESPONSIBLE FOR DETERMINING WFMMM A PRODUCT B SUITABLE FOR THE USERS PURPOSES,OR WHETTER R WILL NOR ARCamdmlrair=*Wdbeosard -AdKCamds SbmWforYb.WM=aRaMsSy�-CAN RADM-0IdC.sdn ACHIEVE THE USERS INTENDED RESULTS. THERE IS NO WARRANTY AGAINST DAMAGE RESULTING FROM MISAPPILCATRK BWROPER E.mimiCda Psll.F"=.W si.AjaebAlMm HmifJm-sbr0m C4H]) SPWFICAT7a7.ABUMACMENTO&anEROPEIATNOCOND1770NSBEYOTWWHMMD SCMMOL SOME WHO13LOCK PRODUCTS COWAN SOFTWARE WITH RESPECT TO THOSE PROOLM WHEELOCK DOES NOT WARRANTY THAT THE THIS FOLLOWING W. I S TRR TIONS,R NSIONS AND WARNI GS,Y ULD R DUMC TBOPRMMA PAdAIR 7O 45TAU TWIN ANY OI OPERATION OF TTN SOFTWARE WIL BE UNNIERRUPTFD OR ERRORFRFR OR THAT TTN SOFTWARE WILL MEET ANY ONHBR STANDARD OF TTI INO =81PRODUCS IN AND WARNINGS COULD BoOLTN DIQWPQ INPLRomrN.DAMAGE NEIUS PERIORMANcF.OR THAT THE FUNCTIONS OR PFRTURMLVNCE OF THE SOFTWARE WELL MEET THE IJSERs REQUIRE.NNT&WHEELOCK O PLATO N OF DTO PRODUCTS N AN EMERGENCY 8INA710N.WHICH COED RESULT N PROltz'TY DAMAGK AND SERIOUS SHAILNGT BE LIABLE FOR ANY DELAYS,BREAKDOWNS,BRPRRUPHOMS.LOSS,DESTRUCTION,ALTIIRATM OR OTTER PROBLEMS IN INE NIURYW DG7HroYDU APWIOROT>d.Ia USE OF A PRODUCTARISNG OUT CFORCAUSFD BY THE SOFTWARE SPR®7CA770P8} THE LJABILRY OF WHEELOCK ARISING OUT OF THE SUPPLYING OF A PRODUCT.OR ITS USE,WHETHER ON WARRANTIES.NEGU ELM2F OR T.Wrl:Rd..AbVLAWVLC OTHERWISE,SHALL NOT IN ANY CASE EXCBFD THE COST OF CORRECTING DEFECTS AS STATED IN THE LIMITED WARRANTY AND UPON Modd REVIEW VWlop RopLLeot Rsp Pa Strobe me-ftg EXPIRATION OF THE WARRANTY PERIOD ALL SUCH LIABILITY SHALL TERMINATE. WHIMIO.R IS NOT LIABLE FOR LABOR COSTS Vdmp Pw ULIwl CMWI.0-3526I C..bm Dom DECLARED IN REMOVAL,REINSTALLATION R REPAIR OF THE PRODUCT BY ANYONE OTHER THAN WHEELOCK OR FOR DAMAGE OF ANY TYPE WHATSOEVER,INCIODINO BUT NOT IDELFD TU,TOSS OF PROFIT OR INCIDENTAL OR CONSEQUENTIAL DAMAGES. THE"MOM RSS-211575W 74 IG033.0 2RLL31A IS ABCD SHALL CONSTITUTE THE SOLE REMEDY OF ME PURCHASER AND THE EXCLUSIVE LIABILITY OF WHEOOCK. RSW-241573W 24 16.033.0 NO-31.0 IS RSS-121375W 12 3.0173 13 AACD NNIS CASE WILL WNEELOCKS LIABILITY EXCEED THE PURCHASE PRICE PAW FOR A PRODUCT. RSSP-121573W 12 MITI — IS LLri.l..dlLWly AI1575 vbdbwULLI WE tadwd Got 75d ME.*. 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LMHTATO RSIAIAA'INEV.POVAL®OCOUF�AND P&Rx)w mmTM OF NOI W R'AT W N ARIAAN(A PN2 L eet L SYMd3 t1 Sh2 o of 4 Electrical Specifications INSTALLATION AND MAINTENANCE INSTRUCTIONS "ST�I/c�� 2-wire,-wire 2-wire 4-wire • � � System Voltage Nominal: 12/24 1224 V Reset Time(min): 03 0.3 seconds Series �� SENSV� ® b (Non-polarized for Max.Sear[-up Capacitance: 0.1 -- ll' S 2WTR-B and 4WTR-B) Max.initial Start-up Time: 45 15 seconds Photoelectric Smoke Detector 3825 Ohio Ave,enuSt.Charles,Illinois 60174 Min.: 8.5 10 V Alarm **Verification 1-800-SiiNSOR2,PAX:630-3-4,495Max.: 35 35 V Star[-up Time: 15 15 seconds 2.Win: 2W1'R-B(Fenn C.Relay),2WTA B(Sounder) 4-Wire: 4WIR-B(Form C Relay),4WTA-B(So: w. (Sounder) wwsystemsensor.com Max.Ripple Voltage: 30 30 .peak to peak *Direct Power(Noti-reverse Polarity):130 mA limited by'panel. 4W1'AR-B(Form C Relay,Sounder),4 W ITAR B(isolated Thermal,Form C Relay,sounder) of applied voltage Reverse Polarity Power:30 mA for the 2WTA-B in alarm; 12 LOA for all other Avg.Standby C' 50 50 gA average 2WTA-B units on the loop.Add 25 mA for the RRS-MOD reversing relay Before Installing Installation of the 2WTR-B, 2WTA-13, 4WTR-B, 4WTA-B, 44VTAR-B, and Peak Standby Clement: 100 -- gA alarm current 41AITAR-B detectors is simpline A by the use of a mounting base that may Max.Alarm Current Please read thoroughly System Sensor Applications Guide for Svstem be- re-wired to the stem, allowingthe detector to be easilyinstalled °`*Asur ses the panel's alaml verification reset time is lO seconds s. Sm or leske Detectors, wac-which provides detailed information on detector s P � 4WTA-B,4WTR-B: - 35 mA1 P or removed. The mounting base installation is haulier situp:hied by the Should the alarm verification reset exceed 10 seconds,u�the maximum in placement,zoning,whin and special applications.Copies are avail- incorporation of features conipalible with drywall fasteners. 4WTAR-B, -B: -- 50 triA R�P g, ng. P PP� P 2WTR-B: 130 -- mA panel must limit initial sten-up time. able on System Sensor's web site:www.systemsensoccom. carriers NOTICE:This manual shall be left with fhe owner/user of this equipment. Two I.EDs oat the detector provide a local visual indication of the detec- 2WTA-B: 130* Physical Specifications tors status: Alarm Contact Ratings: -- 05 A @ 30 V AC/DC Bea Sensor: 135°F(57.2°C) IMPORTANT. This detector must be tested and maintained regularly g o o Freeze Trouble: 41'F(5'Q following National Fire Protection Association (NFPA) 72 National Table 1:Detector LED Modes Audil Contac[Ratings: A @ 30 V AC/IX: Audible Signal Operating Temperature Range 32 to 100°P(0[0 37.2°C) Fire Alarm Code requirements. At a minimum,cleaning should be per- Green LED Red LED (temp-3 tone): RS 85 dBA min.in alarm or Operating Huunidity Range: 0 to 95 formed annually. Power-up Blink 10 see Blink 10 sec supplyRH non-condensing Normal(standby) Blink 5 sec revers d(Souy General Description ty Bl reversed(Sounder Storage Temperature Range: -A[o]SR°F(-20[0 70°C) (JUL of sensitivity - Blink 5 sec units only) Diameter(including base): 5.3 inches Models 2WTA-B acrd 2WTA-B are 2-ewe photoelectric smoke detectors; Height(including base 2.0 inches models 4WTR-B, 4VdTA-B, 4W'IAR-B, and 4W11'AR-B are 4-wim photo- Freeze Trouble -- Blink 10 sec Remote Annunciator Output! 7 — AmA 77-716B g ( g )� PAL Relay: -- 12124 Ail-716B Weight: 7.1 oz. electric smoke detectors. All models incorporate a state-of-the-art optical Alarm -- Solid sensing chamber acid an advanced microprocessor. The microprocessor allows the detector to automatically adjust its sensitivity back to the far During an initial power-up delay,the red and green LEDs will blink syn- tory setting when it becomes more sensitive due to contaminants settling chow ushy once every ten seconds. It will lake approximately 80 seconds in its chamber. In order for this feature to work properly, the chamber for the detector to finish the power-up cycle(see Table 2). must never be opened while power is applied to the smoke detector.This includes cleaning, maintenance or screen replacement. All models also Table 2.Poweir up Sequence for LED Status Indication* feature a restorable, built-in, fixed temperature (135°F) thermal detector Condition Duration and are also capable of sensing a freeze condition if the temperature is Initial ISD Some;Indication 80 seconds below 41°F. Initial I.F.D Status Indication 4 minutes Models 2WTA-B,4WTA-B, 4WTAR-B, and 46VITAR-B contain a piezoelec- (if excessive electrical noise is present) tric horn which generates the ANSI 53.41temporal pattern in all alarm *Refer to Electrical Speci5CaT_Ons for start-up time in conjunction with condition. All detectors on a zone will sound when the power supply to panel alarm verification. them is reversed.The RRS-MOD ran be used for the power supply reversal function.The RRS-MOD also enables all the detectors'sounders on a zone NOTE: If, during power-up, the detector determines there is excessive to be synchronized and allows the zone to be silenced front tie panel by electrical noise in the system such as those caused by improper ground- entering the alarm silence key at the keypad. ing of the system or the conduit,both LEDs will blink for up to 4 minutes before displaying delector status (see Table 2). The detector that initiated the alarm condition will have its red LEU and Form C relays(if applicable)latched until reset by panel. After power-tip has congileted and the detector is functioning normally Please refer to insert for the Limitations of Fre Alarm Systems within its listed sensitivity range, the green LEI) blinks once even five The model 4WITAR-B photoelectmnic smoke sensor is isolated front the seconds. If the detector is in need of maintenance because its sensitivity fixed-ten.-rperature heat sensor, providing a self-resetting, local audible has shifted outside the listed limits, the red 11D blinks once every five Tieee•Ysar limited 1111erranty smoke alarm that does not alarmat the panel.Only the fixed-teniperature seconds. When the detector is in the saint mode,the red JIM latches on. System Sensor warrants its enclosed product to be free front defects in Department, RA tt 3825 Ohio Avenue, St. Charles, B. 60174, heat sensor will cause the 4WITAR-B to initiate an alarm at the panel and The LED indication must not be used in lieu of ire tests specified under materials and workmanship under normal use and service for a period Please include a note describing the malfunction and suspected cause the relay to change its state. Testing.In a freeze trouble condition,the red IED will blink once every 1.0 of three years from date of manufacture. System Sensor makes no other of failure. The Company shall not be obligated to replace units which NOTE: In older for all P sounder detectors on a loop to sound when the seconds(refer to Table 1). express warranty for the enclosed product. No agent, representative, are found to be defective because of damage, unreasonable use, modi- panel alarms, the supply voltage polarity must be reversed. A reversing To measure[lie detector's sensitivity,the it Series Model SENS-RUR Iufra- dealer,or employee of the Company has the authority to increase or alter fications, or alterations occurring after the date of manufacture. In no the obligations or limitations of this Warrant'. The Company's obli a- case shall tine Company be liable for an consequential or incidental relay, System Sensor model number RRS-MOD, must be used. Tile RRS- red Sensitivity Reader tool (see Figure 4) should be used.Refer to instnuc- g Yg I Y Y 9 MOD is designed to allow all it Series detectors in the same loo to sound tion of this Warranty shall be limited to the replacement of any parr of damages for breach of this or arra other Warranty, expressed or implied g P tions manual D100-98-00 for the proper use of the SENS-ADR. theroduct witch is found to be defective in materials or workman- whatsoever, even if the loss o' damage is caused b the Company's when one of the detectors goes into alarm.In addition,the RRS-MOD will P g Y synchronize all of the P Series sounder smoke detectors on the lou Some tiModels oriel R-B and 2WTA-B also include an output that allows an op- ship under normal use and service during the three year period coot- negligence or fault. Some slates do not allow the exclusion or limina- s1' p' ilrnal Model RA4007 Revtole Annunciator to be connected. mencing with the date of manufacture. After phoning System Sensor's tion of incidental or consequential damages, so the above limitation or panels may requite the use of programmable outlines.Refer to System Sen- toll free number 800-SENSOR2 (736-7672) for a Return Authorization exclusion may not apply to you. This Warranty gives you specific legal sor literature for further information on the RRS-MOD. Mounting muube, send defective units postage prepaid to: System Sensor,Returns rights,and you may also have other rights which vary front state to state. AEP Series detectors are designed to provide open area protection.Two-wire General spacing guidelines are 30"*30",with each detector covering 900 models moist be used with compatible UL listed panels only. ft'under maximun conditions. FCC Statameut This deidce complies with part 15 of the FCC Rides.Operation is subject to the following two conditions: (1)This device may not cause harmful interference,and(2)this device When used with an "i' Ready" control panel or the i' Series 2 W-MOU2 Consul NFYA 72, the local Authority Having Jurisdiction (AH]), and/or must accept any interference received,including interference that may cause undesired operation. module (refer to installation manual), the 2WcfR-B and 2WTA-B are ca- applicable codes for specific.inforinaonn regarding the sparing and place- NWB:This equipment has been tested and found to comply with the imuts for a Class B digital device,pursuant to Pari 15 of the FCC Rules.These limns are designed to pro- pable of generating a "maintenance needed" signal. The 2W-MOD2 can Ment of smoke detectors. vide reasonable protection against havinf l interference in a residential installation.Ibis equipment generates,uses and can radiate radio frequency energy and,a not installed indicate a need for cleaning,replacement,or a freeze trouble at the control add used in accordance with the instructions, may cause ha mut interference to radio communicadons.However,LSere is no guarantee that interference will not occur in a panel or module. Each i'Series detector is supplied with a mounting base that can be ceil- parficidar installation.if this equipment does cause hmnnd interference to radio or television reception,which can be detelluined by taming the equipment off and on,the user inn or wall-mounted: is encouraged to try to cored the interference by one or mom of the following measures: AWAFURNG 1. To a Single gang box,or -Reorient or relocate the receiving antenna. -increase[be separation between the equipment and receiver. The 2W:MOD2 has replaced the previous model number 2W-MOR To en- 2. Tb a.31/2-inch or 4-inch octagonal box,or -Connect the equipment into an mater on a circuit different from that to which Ne mcerver is connected. sure proper remote maintenance signaling capabilities, do not use the 2W- 3. To a 4-inch square box with a plaster ring,or -Consult the dealer or an experience radio/TV technician for help. MOD with V model numbers 2bVTR-B and 21A7A-B. 4. Direct mount or in ceiling using drywall fasteners. DIOO-99-00 4 156-2170-0072 D100-99-00 1 156-2170-00711 02006 System Sensor Figure 1:Mounting of Detector NOTE:Style D initiating circuits require the use of a 2W-MOD2 for models 1. Wire the mounting base screw terminals per Figure 3a or Figure 3b. C.Direct Neat Method 2WTR-B and 2WTR-B. as applicable. Using a 1(1n0-1500 watt hair dryer, direct the heat toward either of time Wiring Diagrams 2. Place detector on the base and rotate clockwise. The detector will themustors. Hold the heat source about 12 inches from the erector to drop into the base and lock into place with a"click avoid damage to the plastic. ---------------- --- - Figure 3a: Wiring Diagram,2WiR-B and 2WTA•B 3. After all detectors have been installed, apply power to the ala m NOTE For ale above tests, the detector will reset only after the power -�----��J cotuml unit, source has been momentarily interrupted.It is not necessary to reset the L'J 4. Test each detector as described in Testing. model 4W1TAR-B,when smoke is used to Initiate the alarL S012100 2 WIRE AESOMR 5. Reset all die detectors at the alarm control unit. ZONE ruaos p ls)RA- 6. Notify the proper authorities that the system is in operation. When testing the 4WITAR-B model,pressing the test switch will result in a The i'Series heads and bases are keyed so flat all heads will Drily fit into O 16)ND OP TONAL non-latching local alarm that does not alarm at the control panel.Once the O (4)Ra+ their respective bases.One model 4-wire relay base will accept the 44VTR- O ty_INqur O ')O RELEASING ACAUTION test button is released, tine unit will renrn to its standby condition. Only B,4WTAR-B and 4W1TAR-B detector heads and no others. The 2WTR-B, W,Oe BIND DEVICE Y y time fixed-tent nature heat sensor will cause the 44NTAR-B to initiate an O O Dust covers are an effective way to limit the entry of dust into pe 2WTR-B and 4WTA-B will only fit into thea respective mounting bases and O(n,IN the smoke detector sensing chamber during construction. however, they alarm at the panel. no others.The heads and bases are clearly identified as either 2-wire or 4- may not completely prevent airborne dust articles from enteric the le- y 'P Y P P g If a detector fails any of the above test methods, its wiring should be wire.When mounting the i'Series,ensure that the head is mounted to the 2-WIRE Lector, Therefore, System Sensor recommends time removal of detectors checked and it should be clealred as outlined in the Maintenance section. correct base,and the test switch is aligned with the tamper release tab. CONTROL NOT INCLUDED oN PANEL 2WTA-B MODEL before beginning construction or other dust producing activity. When w- If the detector still fails,it should be replaced. Tamper-Resistant Feature turning the system to service,be sure to remove the dust covers from any sous-oo Notify the proper authorities when ale system is back in service. NOTE FOR ALL COMPATIBLE ADEMCO PANELS, detectors that were left ill place during construction. The i3 Series detectors include stamper-resistant feature that prevents re- LOO Verification models 2WTR•B and 2WTA-B only) moval from the mounting base without die use of a tont. To engage rte DO NOT EXCEED 30 OHMS LINE IMPEDANCE. P ing bas (Figme feature, tui the small plastic tab located on dire rector NOTE:ONLY ONE 2WTR-B DETECTOR PER ZONE CAN BE USED. FA—CAUTION Poop verilcation is provided try the E'L Walk loop test feature.This feature ing base (Figure 2),arnd then install [he detector. to remove the detector Stroke detectors are not to be used with detector guards unless[he conlbi- is for use with i' Series compatible control panels or the i' Series 26V- from time base once it has been made tamper resistant,use a small screw- NOTE:Only one 2WTA-B detector shall be installed on a zone,unless the nation has been evaluated and found suitable for[hat purpose. MOD2 module only.The EZ Walk loop test verifies the initiating loop wit driver to depress the square tamper release tab,located on the skirt of the panel switches the zone to a reverse polarity, non-current limited powering mid provides visual status indication at eachdetector.Refer to System mounting base,and num the detector counterclockwise. supply.For patiels that do not provide this feature, a reversing relay, Sys- FACA__LrRoNi Sensor literature for hither ImOT11101011 on the 2W-MOD2. Installation Guidelines tem Sensor model RRS-MOD,may be used.When utilized with the 2WTA- When using the RRS-MOD with model 2WTR-B, do not mix the 2WTR-B B, it allows for more than one detector to be utilized on a loop. Some AwARNING The i3 Series detectors represent an advancement over the previous panels may require die use of programmable outputs.Refer to System Sen- with other model smoke detectors and city contact closure devices, in- The ZW-MOD2 has replaced the previous model number 2W-MOD. 1b sounder and Form C relay models and are designed to be used with die sor literature for further information on the RRS-MOD.The 2WTA-B detect- eluding mechanical heat detectors, manual pull stations and waterflow ensure proper EZ Walk Ted capabilities, do not use the 2W-MOD with P 21AI-MOD2 mid RRS-MOD only.Do not mix detector models on a zone. tot shall not be mixed with other 2-wire detectors oil the sante zone. switches. Such mixing can cause a direct short ml the auxiliary power model numbers,2WTR-B and 26VTA-B. terminals, damaging the control panel's internal circuitry and/or damage Figure 2:Tamper4lesistact Feature devices connected to the initiating device circuit. Table S:EZ Walk lost Detector Modes sNAPOP,rsa rofl ACAUTION Any 2-wire P smoke detector(2W-B,2WT-B,2TA-B, or 2WTR-B)wired Testing Green LED Red LED W m in the Style D initiating device circuit (IDC) corhgoatien requires the use anre. Proper Operation Double blink 5 sec O of a 2W-MOD2 module.This is because fire alarm control panels vary by Detectors Louis be tested after installation and following mantes manufacturer on the implementation of Style D circuits. Therefore, the NOPE:Before testing,notify the proper authorities that maintenance is be- Om ofSensitivay Double Blick 5 see only way to insure proper operation of 2-wire i' smoke detectors (21K-B, ing performed acid the system will be temporarily out of service.Disable the Freeze Cwlditon - - Double Blink 10 see o 2WT-B,2WT'A-B,or 21X'TR-B)nil Style D IDC's is to use a 21A1-MOD2 Tool- zone or systemundergoing maintenance to prevent any unwanted alarms. NOTE:The EZ Walk loop test must not be used instead of alarm testing. o a ule. Refer to tie 21W-MOD2 installation manual, document D500-46-tX), Ensure proper wiring and power is applied.After palter up.allow 80 ser for Style D wiring diagranvs. Tile 2W-MOD2 installation manual may be Maintenance TE: Before performing downloaded front the System Sensor web site at www.sysreTLsensOccom. 0mds f0t the d etectorector ro stabilize befom testir4q. NOTE: Before a maintenance er the detector,notify the proper solovao fest i3 Series detectors as follows: authorities that maintenance is being performed and the system will be 'PMPER flFlcfSE T/'B DARE(-TMDIM'XOl£5 Figure 3b:Wiring Diagram,4WTR43,4MRM6,4WTAR 6,and A.Test Switch temporarily out of service.Disable the zone a system a removed mmnte- 4WITAR•B Hance in prevent any unwanted alarms.Power must be removed from the Wiring Installation Guidelines 1. An opening for the recessed test switch is located on the detector detector before performing maintenance of any kind. All wiring must be installed in compliance with the NEPA 70, National Ea housing(See Figure 4). Aux OR , 2. Insert a small screwdriver or alley wrench (0.18`max.) into the test 1. Remove the detector carver by turning counterclockwise. (See Figure 5.) Electrical Code, applicable state and local codes,and any special require- SIMKE 2. Vacuum the cover or use canned air to remove any dust or debris. rents of the local Authority Having Jurisdiction. POWER - switch opening;push and hold. 3. If the detector is within the fisted sensitivity limits, the detector's red 3. Remove the top half of the screen/sensing chamber by lifting straight Proper wire gauges should be used.The conductors used to connect smoke IIx + up(Figure 5]. detectors to the alarm control panel Dud accessory devices should be color- Ea LED should GgIV within one second. i nEssTOR 4. Vacuum or Use courted air to remove any dust or panicles that are coded to reduce the likelihood of wiring errors.Improper connections can I present on both chamber halves. prevent a ten from responding m the event of a fire. 00000 0OO O Figure 4:Recessed Test Switch Opening and 5 Replace the top half of the screen/sensing chamber by aligning the P Sys P ng ,.WIRE = g _ - _ : SENS•RDR Position The screw terminals in the mounting base will accept 14-22 gauge wire. CONTROL S g € u arrow rot the screen/til til screen/sensing chamber with the arrow on fire housing. PANEL + e, PMTiONSENR.ROR Press down firmly until the screen/sensing chamber is fully seated. For best system performance, all wiring should be installed in separate A MArx;LEONTiE grounded conduit;do not milt fire alarm system wiring in the same col- O O \ O �REAORA�E 6. Replace rue detector cover by placing it over the screen/sensing chatn- duit as any other electrical wiring. Twisted pair may be used to provide evTREworo roAxl- her and turning it clockwise moil a snaps into place. additional protection against extraneous electrical interference. _ m a NOT INCLUDED ON Reinstall the detector and test. (See the Testing section.) P ag NOT ON o SWTA-B MODEL g, Notify the proper authorities when the system is back in service. 4WTA B MODEL DDD �' Wire connections are made by stripping approximately-A-inch of insula- tion from the end of the feed wire,insertingit into the proper base termi- OPTIONAL OPTIONAL Figure S:Removing Swoon/Sensing Chamber firmP Per RELEASING RELEASING Nat,mid tightening the screw to secure me wire in place.Do not pili wires DEVICE DEVICE 50123-00 more a than 2 gauge apart under the sante damping plate. Installation Lm Rsi,Rec6ssEo swrrolwl-R A 018 MAl Two-Wire Compatibility R6c[ssEOT6s swRCR ��AWARNING �IlDCV System Sensor two-wire smoke detectors are marked with a compatibility Remove power from alarm wn[ml unit or initiating device circuits before B.Smoke Entry Test identifier located on the label on the back of the product. Por two-wire installing detectors. models 2WT'R-B and 21WTA-B,connect detectors only to compatible alarnh Bold a smoldering pmdc stick or cotton wick at the side of the detector mid control panels as identified by System Sensor's two-wire compatibility NOTE: To install units so that corresponding LEDs are lined tip, refer to gently blow the smoke through the detector until it alarms. chart,available at wwwxysternsensoccom' the"Green LED"indicator on the base. K11100 NOTE: Models 21WTR-B and 2WTA-B are not to be installed on initiating circuits containing other makes/models of smoke detectors. DIOO-99-00 2 156-2170-(X1711 D100-99-00 3 I56-2170-00'R 1 BOSCH 130 Perinton Parkway, Fairport, W 14450 9BSOO 6..A oszra FMM/AMM-100 Series Fire Alarm Pull Station Installation Instructions The FMM/AMM-100 Series Pull Station may be surface mounted with a Bosch supplied Backbox option or flush mounted on a standard single gang switch box.In either case be sure to follow local codes and regulations.To comply with ADA standards the Pull Station must be less than 48 inches above the floor for front wheelchair access,and less than 54 inches above the floor for side wheelchair access. Surface Mount A surface mount installation uses a diecast(FMM-I OOWPBB)or sheet metal(FMM-I OOBB)Backbox.The Backbox has four pre-drilled mounting holes of 0.187 inch diameter.A screw of size 8 or smaller can be used to attach the Backbox to a wall.After the Backbox is in place,attach the conduit.The cast Backbox has an opening that is tapped for a 1/2 NPT fitting which may be oriented at the top or bottom when the box is attached to the wall. The sheet metal Backbox has conduit knockouts.Field wiring is connected to a terminal block on all model versions as shown in the wiring drawings. The wire should not be wrapped around the terminal, but placed under the clamping plate. The housing is locked using either a key lock or a hex tock,depending on the version purchased.Unlock the housing by turning the key clockwise and swing down the front of the housing to make the sheet metal mounting plate accessible. Mount the metal plate to the Backbox using the four, 1/4 inch length,8-32 screws that are supplied.If a breakrod is being used,move the PULL handle to about a 45 angle with the face of the housing.insert a breakrod into the cavity beneath the PULL handle. Place the PULL handle back into the normal position (flush with the housing). While holding the PULL handle in place,move the housing back to the upright position and lock.The Pull Station is now ready for operation. Flush Mount Most flush mount installations may be attached to a standard single gang switch box(not supplied by Bosch Security Systems). The FMM-100SAT2CK and FMM-100DAT2CK models include 2 SPDT switches.Only the common(white) lead is attached to the terminal strip at the factory.Attach the N.O(black)or N.0(red)lead to the terminal strip as required.After the proper connections are made,cut orterminate unused leads. WiringDrawings swlkht swlkh! Screw — — — — — Screw Terminals $ Terminals To Fire To next gal Alarm device To next PaneContrddevice a EOLR To FRCP{ -*or OLR Auxiliary J To next Alarm > device Circuit or EOLR FMM-100SATK/DATK FMM/AMM-100SAT2CK/DAT2CK Aft nal tolgMy1munications corporation P.O.BOX 2588 WOBURN,MA 01888 PHONE(781)933-0998 FAX(781)933-5019 SG-32 Series Fire Alarm Pull Station MA 10-204 Installation Instructions The SG-32 Series Pull Station maybe surface mountedwith a SigCom supplied Backbox option or flush mounted on a standard single gang switch box. In either case be sure to follow local codes and regulations. To comply with ADA standards the Pull Station must be less than 48 inches above the floor for front wheelchair access,and less than 54 inches above the floor for side wheelchair access. Surface Mount A surface mount installation uses a red diecast or sheet metal Backbox.The Backbox has four pre-drilled mounting holes of 0.187 inch diameter.A screw of size 8 or smaller can be used to attach the Backbox to a wall.After the Backbox is in place,attach the conduit.The cast Backbox has an opening that is tapped for a 1/2 NPT fitting which may be oriented at the top or bottom when the box is attached to the wall. The sheet metal Backbox has conduit knockouts.Field wiring is connected to a terminal block on all models except the SG-32B version(pigtail wiring),as shown in the wiring drawings.The wire should not be wrapped around the terminal,but placed under the clamping plate.The housing is locked using either a key lock or a hex lock,depending on the version purchased.Unlock the housing by turning the key clockwise and swing down the front of the housing to make the sheet metal mounting plate accessible.Mount the metal plate to the Backbox using the four, 1/4 inch length, 8-32 screws that are supplied.If a breakrod is being used,move the PULL handle to about a 45 angle with the face ofthe housing.Insert abreakrod into the cavity beneath the PULL handle.Place the PULL handle back into the normal position(flush with the housing). While holding the PULL handle in place,move the housing back to the upright position and lock.The Pull Station is now ready for operation. Flush Mount Most flush mount installations may be attached to a standard single gang switch box (not supplied by Signal Communications).The SG-32CX model includes 2 SPDT switches.Only the common(white)lead is attached to the terminal strip at the factory.Attach the N.O(black)or N.0(red)lead to the terminal strip as required.After the proper connections are made,cut or terminate unused leads. Wiring Drawings SG-32B SG32AX Screw — — — — — — Terminals Wire Leads To next To Fire device Alarm device To FACP or EOLR Control or EOLR Auxiliary r To next Panel i Alarm device Circuit or EOLR SG-32S SG-32CX .witch _ _swltch� Screw Screw erminals Terminals M, qdevice To Fire To next To next Alarm device device Control or EOLRTo FACP orEOLR Panel To next AlarmAuxiliaryi Circuit or EOLR Aft mai TKollyipmunications corporation P.O.BOX 2588 WOBURN,MA 01888 PHONE(781)933-0998 FAX(781(933-5019 SG-32 Series Fire Alarm Pull Station MA,0aQ Installation Instructions The SG-32 Series Pull Station maybe surface mounted with a SigCom supplied Backbox option or flush mounted on a standard single gang switch box. In either case be sure to follow local codes and regulations.To comply with ADA standards the Pull Station must be less than 48 inches above the floor for front wheelchair access, and less than 54 inches above the floor for side wheelchair access. Surface Mount A surface mount installation uses a red diecast or sheet metal Backbox.The Backbox has four pre-drilled mounting holes of 0.187 inch diameter.A screw of size 8 or smaller can be used to attach the Backbox to a wall.After the Backbox is in place,attach the conduit.The cast Backbox has an opening that is tapped for a 1/2 NPT fitting which may be oriented at the top or bottom when the box is attached to the wall. The sheet metal Backbox has conduit knockouts.Field wiring is connected to a terminal block on all models except the SG-32B version(pigtail wiring),as shown in the wiring drawings.The wire should not be wrapped around the terminal,but placed under the clamping plate.The housing is locked using either a key lock or a hex lock,depending on the version purchased. Unlock the housing by turning the key clockwise and swing down the front ofthe housing to make the sheet metal mounting plate accessible. Mount the metal plate to the Backbox using the four, 1/4 inch length, 8-32 screws that are supplied. If a breakrod is being used,move the PULL handle to about a 45 angle with the face ofthe housing.Insert abreakrod into the cavity beneath the PULL handle.Place the PULL handle back into the normal position(flush with the housing). While holding the PULL handle in place,move the housing back to the upright position and lock.The Pull Station is now ready for operation. Flush Mount Most flush mount installations may be attached to a standard single gang switch box (not supplied by Signal Communications).The SG-32CX model includes 2 SPDT switches.Only the common(white)lead is attached to the terminal strip at the factory.Attach the N.O(black)or N.0(red)lead to the terminal strip as required.After the proper connections are made,cut or terminate unused leads. WiringDrawings SG-32B SG32AX Screw 1 Wire Terminals ILeads 7o next To FireNam — To next device Control device To FACP{ or EOLR Panel or EOLR Auxiliary J To next Alarm 1 device Circuit or EOLR SG-32S SG32CX switchy _ LM Screw Screw Terminals # g Terminals To Fire To next To next Alarm devicedevice Control or EOLR To FACP{ or EOLR Panel Auxiliary I To next Alarm i device Circuit or EOLR BOSCH 130 Perinton Parkway, Fairport, NY 14450 A M7t FMM/AMM-100 Series Fire Alarm Pull Station Installation Instructions The FMM/AMM-100 Series Pull Station maybe surface mounted with a Bosch supplied Backbox option or flush mounted on a standard single gang switch box.In either case be sure to follow local codes and regulations.To comply with ADA standards the Pull Station must be less than 48 inches above the floor for front wheelchair access,and less than 54 inches above the floor for side wheelchair access. Surface Mount A surface mount installation uses a diecast(FMM-IOOWPBB)or sheet metal(FMM-100BB)Backbox.The Backbox has four pre-drilled mounting holes of 0.187 inch diameter.A screw of size 8 or smaller can be used to attach the Backbox to a wall.After the Backbox is in place,attach the conduit.The cast Backbox has an opening that is tapped for a 1/2 NPT fitting which may be oriented at the top or bottom when the box is attached to the wall. The sheet metal Backbox has conduit knockouts.Field wiring is connected to a terminal block on all model versions as shown in the wiring drawings. The wire should not be wrapped around the terminal, but placed under the clamping plate. The housing is locked using either a key lock or a hex lock,depending on the version purchased.Unlock the housing by turning the key clockwise and swing down the front of the housing to make the sheet metal mounting plate accessible. Mount the metal plate to the Backbox using the four, 1/4 inch length,8-32 screws that are supplied.If a breakrod is being used,move the PULL handle to about a 45 angle with the face of the housing.insert a breakrod into the cavity beneath the PULL handle. Place the PULL handle back into the normal position (flush with the housing). While holding the PULL handle in place,move the housing back to the upright position and lock.The Pull Station is now ready for operation. Flush Mount Most flush mount installations may be attached to a standard single gang switch box(not supplied by Bosch Security Systems). The FMM-IOOSAT2CK and FMM-100DAT2CK models include 2 SPDT switches.Only the common(white) lead is attached to the terminal strip at the factory.Attach theN.0(black)or N.0(red)lead to the terminal strip as required.After the proper connections are made,cut orterminate unused leads. Wiring Drawings switch 1 switch 3 Screw — — — — — Screw Terminals a 'e ; a Terminals To Fire To next Alarm device To next Control or EOLR To FACP{ device Panel or EOLR Auxiliary To next Alarm device Circuit or EOLR FMM-100SATK/DATK FMM/AMM-100SAT2CK/DAT2CK INSTALLATION OF HOOD AND AES SYSTEM NEW CONSTRUCTION BUILDING TO HAVE FIRE ALARM AND SPRINKLER SYSTEM TO N.F.P.A. CODE NO.#96 AND NYS MECHANICAL CODE SCALE 1/4"=1' HOOD TO HAVE AES SYSTEM hood to cover cooking equipment second floor second floor by 6" on all sides 12"x12"'duct welded restaurant to hood duct is 16 ga 2"x12" silent ventilator clean out door all welded cold rolled 3000 CFM with clean out door l steel welded at all board with 2 grease drain I joints and seams each 5/8" sheet box 1 rock system duct to pitch back to hood :;J duct to be flashed a fan 3/8" rod to HALL structural WAY 8'6"x42"x20" 18ga. all welded member fan to be 10'from Bathroom water stainless steel hood baffle filters fresh air intake or closet property line duct in bathrooms grease cup r� to be concealed in sheet rock10' 3'air gap to facade with bathroom fryer shield all walls right/ 3"off wall/wall tract access door for water 6'6" left/rear 5/8" sheet rock on MAY 2 ' duct clean out closet ° wood studs with access 24"4 16" 48" flat stainless steel wall T _ fryer top grill backing INSTALLER: A's SHEET METAL& FIRE SAFETY INC. east side exit door 1302 WAVERLY AVE (deliveries) FARMINGVILE, NY 11738 631 696 6006 CONTACT AL DUSPIVA oM� NICHOLAS VARLOTTA; ARCHITECT •N ,.�' 112 BEDFORD AVE - •A •Cyt BELLMORE,NY 11710 , t DATE GREENPORT DELI =a 5/02/06 74365 MAIN ROAD �'•�.•' o •• GREENPORT, NY 11944 �� To N.F.P.A. code #96 and #17A TO UL300 all pipe 3/8" black and all detection and actuation 1/2" EMT MICRO SWITCH ACTUATION: 1) ELECTRICAL POWER ALL OUTLETS UNDER HOOD (if so * Gas appliances only equ2CENTSTATION ALARM * Hood to cover all equipment by 6" on all 2) CENTRAL (BY OTHERS) *All penetrations to outside of hood with IF SO EQUIPPED UL listed seals * One 360 dgree fusible link vent plug HOOD 8'6"x42"x22" 1198 DUCT 12"x12" II Amerex 2.75 System Max. 8 Flow Points This system 8 Flow Points 11982 1 pt -- 14178 13729 2pt 2 pts 14178 2pt MAY 12 - fryer shielb--"� • PULL STATION INSTALLER: A's SHEET METAL & FIRE SAFETY INC. 16" 1302 WAVERLY AVE 24" 4 fryer FARMINGVILE, NY 11738 burner 48"FLAT TOP GRILL 631 696 6006 CONTACT AL DUSPIVA 1" Gas Valve (installed by others) NICHOLAS VARLOTTA; ARCHITECT AR RED* 112 BEDFORD AVE _ 5~�• A'(, Cy, BELLMORE,NY 11710 V,�:yp Plo zSki ��► .� fft, C DATE GREENPORT DELI :. : r 5/02/06 74365 MAIN ROAD :'• :, ,. �° GREENPORT, NY 11944 �4;, Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename: C:\Butler Engineering Files\Jobs\ingegno\030063-DOMINO\domino.cck Section 1: Project Information Project Name: Greenport Heights LLC Front Street Greenport,New York Designer/Contractor: Jeffrey T. Butler, P.E. Document Author: Jeffrey T. Butler, P.E. 631-208-8850 P.O. Box 634 Shoreham,NY 11786 Section 2: General Information Building Location (for weather data): Suffolk,New York Climate Zone: l lb Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Building Type Floor Area Retail Sales,Wholesale Showroom 2440 Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked, gasketed,weather-stripped, or otherwise sealed. [ ] 1 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are sealed or gasketed. [ ] 8. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-ValueU-Factor U-Factor Roof 1:All-Wood JoisVRafter/Truss 2440 0.0 30.0 0.032 0.059 Exterior Wall 1: Wood Frame,Any Spacing 2000 0.0 19.0 0.046 0.090 Window 1:Vinyl Frame, Double Pane with Low-E Tinted, SHGC 0.87 178 --- --- 0.390 0.598 Door 2: Glass, Clear, SHGC 0.53 98 --- --- 0.390 0.598 Floor 1:Unheated Slab-On-Grade,Vertical 2 ft. 2440 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 5%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment, such plans or specifications are in compliance with this Code. p Principal Envelope Designer-Name igna a Date OF NEW y eeP�V T.sure O.p� cr j .ate 9 $'y w d' 073Q9� �� °ROFESS���P� Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename: C:\Butler Engineering Files\Jobs\Ingegno\030063-DOMINO\domino.cck Section 1: Project Information Project Name: Greenport Heights LLC Front Street Greenport,New York Designer/Contractor: Jeffrey T.Butler, P.E. Document Author: Jeffrey T. Butler, P.E. 631-208-8850 P.O. Box 634 Shoreham,NY 11786 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: l lb Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List uanti System Type&Descrintion 1 HVAC System 1: Heating: Duct Furnace,Propane, Heating Capacity Unknown/Two Zone Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: HVAC System 1 [ ] 1. Equipment minimum efficiency: Duct Furnace(Propane): 80%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception: Multiple units controlled to sequence operation as a function of load [ ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system ( ] 5. Automatic Controls: Setback to 55 deg. F(heat)and 85 deg. F(cool); 7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less, submit calculations [ ] 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception: Ducts located within equipment -Exception: Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ ] 8. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 1 9. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 10. Operation and maintenance manual provided to building owner [ ] 11. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] 12. Stair and elevator shaft vents are equipped with motorized dampers [ ] 13. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted [ ] 14. Kitchen hoods>5,000 cfm provided with 50%makeup air that is uncooled and heated to no more than 60 deg. F unless specifically exempted [ 1 1 15. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery, or seprate makeup air supply meeting the following: a)75%make up air quantity, and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing, etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official, if requested. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment, such plans or specifications are in compliance with this Code. Q Principal Mechanical Designer-Name Sign ate pF NEINy �Q' SPEY T SU CO T�FO,p� cc w ro 2`PFp 073493 Aq�FESSIONP\ Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename: C:\Butler Engineering Files\Jobs\Ingegno\030063-DOMINO\domino.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Duct Furnace(Propane): 80%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5. Unconditioned spaces include attics,crawl spaces,unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components(e.g., floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 8. All joints,longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals,gaskets, or mastics;mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 18113. 9. Mechanical fasteners and seals,mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 10. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 11. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 12. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 13. Individual fan systems with a design supply air capacity of 5000 cfin or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: - Systems serving spaces that are not cooled and heated to<60°F. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 - Systems exhausting toxic, flammable,paint, or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 14. Individual kitchen exhaust hoods larger than 5000 cfin must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60°F Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. - Certified grease extractor hoods that require a face velocity no>60 fpm. 15. Buildings with fume hood systems having a total exhaust rate>15,000 cfin must either have variable air volume hood design, exhaust air heat recovery,or separate make up air supply. Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename: C:\Butler Engineering Files\Jobs\Ingegno\030063-DOMINO\domino.cck Section 1: Project Information Project Name: Greenport Heights LLC Front Street Greenport,New York Designer/Contractor: Jeffrey T.Butler, P.E. Document Author: Jeffrey T. Butler, P.E. 631-208-8850 P.O. Box 634 Shoreham,NY 11786 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: l lb Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Building Type Floor Area Retail Sales, Wholesale Showroom 2440 Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows,doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are sealed or gasketed. [ ] 8. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 2440 0.0 30.0 0.032 0.059 Exterior Wall 1:Wood Frame,Any Spacing 2000 0.0 19.0 0.046 0.090 Window 1: Vinyl Frame, Double Pane with Low-E Tinted, SHGC 0.87 178 --- --- 0.390 0.598 Door 2: Glass, Clear, SHGC 0.53 98 --- --- 0.390 0.598 Floor 1:Unheated Slab-On-Grade,Vertical 2 ft. 2440 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 5%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Principal Envelope Designer-Name Sigtta re F T.BUr���,p'� w I? _ 2 073493 � �p90FESS\a�P� Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename: C:\Butler Engineering Files\Jobs\ingegno\030063-DOMINO\domino.cck Section 1: Project Information Project Name: Greenport Heights LLC Front Street Greenport,New York Designer/Contractor: Jeffrey T. Butler, P.E. Document Author: Jeffrey T. Butler, P.E. 631-208-8850 P.O. Box 634 Shoreham,NY 11786 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: l lb Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List anti System Type&Description 1 HVAC System 1: Heating: Duct Furnace, Propane, Heating Capacity Unknown/Two Zone Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: HVAC System 1 [ ] 1. Equipment minimum efficiency: Duct Furnace(Propane): 80%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception: Multiple units controlled to sequence operation as a function of load [ ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Automatic Controls: Setback to 55 deg. F(heat)and 85 deg. F(cool); 7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less, submit calculations [ ] 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum I 1 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception: Ducts located within equipment -Exception: Ducts with interior and exterior temperature difference not exceeding 15 deg. F. [ ] 8. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 9. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 10. Operation and maintenance manual provided to building owner [ ] 11. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] 12. Stair and elevator shaft vents are equipped with motorized dampers [ ] 13. Exhaust air heat recovery included for systems 5,000 cfin or greater with more than 70%outside air fraction or specifically exempted [ ] 14. Kitchen hoods>5,000 cfin provided with 50%makeup air that is uncooled and heated to no more than 60 deg. F unless specifically exempted [ ] 15. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a) 75%make up air quantity, and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing, etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. N S' Principal Mechanical Designer-Name igna �Q ��PEV bT�� * w F 2 2�fr' 073493 blob- S���P� Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename: C:\Butler Engineering Files\Jobs\Ingegno\030063-DOMINO\domino.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Dud Furnace(Propane): 80%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5. Unconditioned spaces include attics,crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When duds are located within exterior components(e.g., floors or roofs),minimum R-8 insulation is required only between the dud and the building exterior. -Exception: Duct insulation is not required on duds located within equipment. -Exception: Dud insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 8. All joints,longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics;mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 9. Mechanical fasteners and seals,mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 10. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams,schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commented) complete narrative of how each system is intended to operate. 11. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 12. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 13. Individual fan systems with a design supply air capacity of 5000 cfin or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60 OF. - Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 - Systems exhausting toxic, flammable,paint,or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 14. Individual kitchen exhaust hoods larger than 5000 cfin must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60 OF Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 15. Buildings with fume hood systems having a total exhaust rate>15,000 cfin must either have variable air volume hood design, exhaust air heat recovery, or separate make up air supply. ` BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: —/—/04 APPLICANT:� ����Q DATE SUBMITTED: —/—/04 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: `'� , LOT: 3 , t SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN_/_EXPIRED: PRE CO:Y OR N BP__. _ Z/C/0 Z- INVdn-?. BP -Z/ C/0 Z- , INFO "/BP z7C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: ,-- REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT�REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: or NO, (BED#): DTE: / 11 / f PERMIT#: CI®�g'3-0®!° TOWN SEPTIC RECEIPTT Y o N SEP CERTIFICATION: Y or N NEW YORK STATE DEC: DEC 9/1/75 S or NO '`J DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: or NO N Z DTE: d /2% / PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NG— DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: or NO DTE _/ / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO------ NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)• Y0�'oNO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE ( SF)- ( SF)= SFX$ =$ +$ +$ =$ ( SF)- (SF)= SFX$ =$—+$—+$—=$ ( SF)- (SF)= SFX$ _$ +$ +$ =$ FINAL TOTAL: $ ; j NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Gr*und Snow Load- 45 VAS dVSpeed::120MPH/ Seismic Design Category:B •mss 3 _ _ •. , - :�. .Vii' ,�, '�r�"-� ,'`. �; ,,� � Weathering: Severe Frost Depth:36". Termite: M* Decay: S`M Design Temp: 11 Ice Shield Underlay:NES -Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE -FULL FRAMING DESIGN ELEMENTS: Y/N' HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N 41 WINDOW AND DOOR SCHEDULE: ' MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.:Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N y PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N (RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/12/05 Transaction(s): Reference Subtotal 1 1 Septic Permit-Construct. Non-resid. 3466nr $25.00 Cash Total Paid: $25.00 Name: Greenport, Heights LI Po Box 75 Southold, NY 11971 Clerk ID: LYNDAB Internal ID:3466nr APPROVED AS NOTED V - s.P.p 31a�a� COMPLY WITH ALL CODES OF 5 DATE: NEW YORK STATE & TOWN CODES FEE: I I °u BY-��C (2- AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT NIA SOLMDTOWN ZBA 765.1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: '/ SOUTHOLDTOWN PLANNING BOARO 1. FOUNDATION - TWO REQUIRED ,y; SOLM40LD TOWN TRUSTEES FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING N J N.Y.S.DEC 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. /�/�n�//��+ ALL CONSTRUCTION SHALL MEET THE FLOOD ZONE REQUIREMENTS OF THE CODES OF NEW COMPLY WITH CHAPTER'48- YORK STATE. NOT RESPONSIBLE FOR FLOOD DAMAGE PREVENTION DESIGN OR CONSTRUCTION ERRORS. SOUTHOL•D TOWN CODE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE RETAIN STORM WATER RUNOFF CERTIFICATE OF OCCUPANCY PURSUANT TO SECTION 45-IOC SOLDER USED IN WATER OF THE TOWN CODE. SUPPLY SYSTEM CANNOT EXCEED 2110 OF I%LEAD. BOARD OF ASSESSORS TAX MAP# ALL CONSTRUCTION SHALL PERMIT# 3i�sa MEET THE REQUIREMENTS OF THE CODES OF NEW YORK,STATE OCCUPANCY OR CERTIFICATION OF USE IS UNLAWFUL NAILING &CONNECTIONS WITHOUT CERTIFICATE OF OCCUPANCY UNDERWRITERS CERTIFICATE REQUIRED DO NOT PROCEED WITH FRAMING UNTIL SURVEY PLUMBING OF FOUNDATION LOCATION HAS BEEN APPROVED. WASTE W ATERPLUMBNG LIINES NEED TESTING BEFORE COVERING FIRE INSPECTION REQUIRED BEFORE OPENING y NYS`UNIFORM FIRE`-;PREVENTION AND"BUILDING CODE : " COMMERCIAL & MULTIPLE D.WELLING.00CUPANCIES NYS BUILDING C.QDE (B) -Date: :NYS FIRE CODE (F) Reviewer: NYS PLUMBING CODE (P) NYSMECHANICAL:CODE (M) Building: t . ISYS FUEL GAS.CQDE (FG) : :' Location: . NYS ENERGYCODE;(E) No.. Topic Section.. Req'd or Allowed Actual 1 Occupancy B-302 Ay. d ,e 3 :. . 2 Type of Construction B-Tabie,601 3 Height:& Bldg Area: B-503 Tabular.Area B-Table:503 Stories allowed :... . .Tabular Height t 4 Height:Modifications B-504 Sprinkler Tabular Height(feet) Tabular Height(story.) �.. �,i A/ � . increase Allowed f Total Height Allowed 5 Area Modifications. . B-506 (See work sheet) Area increase formula Eq 5=1 t Frontage B-506.2 Eq.5-2 (P) perimeter of bldg (F)frontage of bldg (W)width, open space . Sprinkler ' ' B-503.3 Single story 300% Multi:story 200% Total Area Allowed Pagel of 8 No Topic: Section Req'd or Allowed. Actual 6 :. :Atriums B-404 Definition. B-.404.1:1 Sprinkler Protection B'4.04:-3 tvIA Smoke Control _. B-404.4 �� Enclosure B-404.5 Auto Fir6.Detection B-404.6 Interior Finish B-404.8 Travel Distance B-404:9 7 .Distance.Separation 134b1602 .. Exterior Wall Openings 8 Fire Rated Const`n Incidental Use Areas B-Tbl 302.1.1 Accessory. Occupancy B-302.2 IM Mixed Occu enc 6-Tb1302.3.3 P Y �i Fire Walls R-705 / Fire Barrier B-7061 f Shaft:Enclosure B-707- Fire.Partition 13-708 . / Smoke Barriers B-709 :Opening Protectives B Tbl'714:2 .: Fire,Slocking. B-7:16 Draft Stopping B-716.3 I9terior;Ft.nist%6s B-Tbl803.4 9 Interior-Envirohment Mire:RW Dimensions' B-1207:1 Min..Ceiling Height 8=1207.2 entilation B4202.1 r~L'ight 131204.1 Page 2 of 8 i No Topic Section Req'd or Allowed Actual 10 Exits - Occupant Load B Tbl 1003.2.2 One,Exit Permitted B TO 1005.2.2 ex Egress Width B- 1003.2.3 _(per ,occupant) ' Ceiling Height B 1003.2.4 Exit Signs° B- 1.003.2.10 Egress Illumination .13,1003,2.11 1.003,2.11 11 Egress Components Doors Door Size B- 1.003.3.1.1 Door Swing B- 1003.3.1'-? Locks].Latches B-1003:3:1:8. P'anic.Hardware B- 1003.3.1.9 Stairs. Width' B-1003.3.3.1 / Headroom B-1003.3:3.2 Tread /Riser. BA 003.3:3.3 0 `� Vertical Rise B-1-003.3.3.6 l' Handrails : 1003.3:3.11 '12 -Exit..Access ` ,� Remoteness B.-1004:2.2.1 okel Travel'Distance 8-1004.2;4 Corridors Fire Rating 13-1004,3.2:.1 Width B-1004:3.2.2: Dead ends B-1004.3.2.3 13 Exterior:Wall Coverings .. B-Tbl 1405.2: Combustible Finishes B-TbI 1406.2 14 ` Roof Assemblies Chapt 15 Material type(s) 777. Page 3 of 8 No Topic:.. . Section R0 'd or Allowed Actual 15: Structuaf:- Snow Load:- Ground B Fig 1608.2 $now Load =Roof; ASCE 7:98 ; (dale:) Drifting Snow B-1608:7 Ponding: . 13-1IOMm.3.5 FIoQr Load rig' `. B Tbl:4607 1 ,Balcony Loading :B-Tb1:1607°1 ; food Plain B=1603.1;.6' � 'Wind Loading`:.:: !'134609. Seismic Loading'(dale J ` B=1614: : s foundation:D�p#h :B-1:80x`:2. 16 Swimming Pools: ,B=3'1;09` ' 1.7, Electrical Exit Signs: B=10012.1 Q. Ernergency;Liglits` B-1003'_'.11 Emergency:Power B-10 `3.2.11.2 18 ' 'H/C.`AC.CESS Exempt Buildings-, ;`_ 8=11.04.4: ,.Parking);, '.'. B Tbt 1106.1 Route; 13' 04.1 En trance: : B=1105;:1:: #'of Sleeping'Rooms B Tb1=1.1.07:6,1:1 `'.. of Dwellin'*g.` 1 s B-1.107.6.2: . ]; Toilef Facilities. B-1109:2 Service..Couriters B-1109.12.3 Supplemental :°. Appendix E a Requirements Page 4 of 8 1 No Topic Section_ Req'd or'Allowed Actual 19 Eire Protection Eq'p yv Sprinkler Systems F-903 Extinguishing Systems F-904 Standpipe Systems F-905 Fire Extinguishers F-906 Fire'Alarm Systems F-907 Smoke Detection F-907 Hi-Rise Fire Safety F-907.2.12 Visible Alarms F-Tbl 907.10.1.2 Smoke Control F-909 Smoke Vents F-910 Fire Pumps- F-913 Kitchen Hood.Ext' F=609.8. 20 Plumbing Code Fixture Count P-TbI 403.1 /r f Water Supply ' Service Pipe Size P-603 Fixture'Pipe Size P-603.1 Pipe Material P-Tbl 604.5. Labor Law Art. 10-A NYS-904:.6. Pipe Insulation Energy Code Lawn Irrigation P-608.16.5 Pipe'-Freezing . P7.305.6 SanitaryDrainaae Drain Pipe Size P-TbI 709.1 --Drain Pipe Material P-702 Vent Size P-TbI 910.4 Pipe Hangers .P-TbI 308.5 Air'Admittance Valves P-917 Page 5 of 8 Topic Section Req'd 'or Allowed Actual No..: p . 21 Mechanical Code Ventilation Rates M-Tb1403.3 Propane Below Grade M-502.8.10..1 Dryer Exhaust M-504 KitchenExhaust M-506 Kitchen:Hoods M-507 Kitcfien`Make=Up Air. :M-508 Chimney Termination . M-Tbl 511.2 Air Plenums M-602,` ' :Flre &Smoke Dai vipers CombustionAir. M-701 Confned Spaces—Def. M-202 .22 Fuel Gas Code Appliance Location FG-303 Combustion Alf. FG-304 Clearance to Cmbust. FG-Tbl 308.2 Pipe Material FG-403 Shut Off:V IVO's: fG-409 Chimney Termination.-: FG-Fig. 503.5.4 Gas.Vent Termination : FG-Fig: 503.6:6 J/ Exit,Terminail.Location FG-503S: plothes,Dryer'-Exha'Ust FG-613' Unvented Room Heater FG-620 23. Ener Coda 9Y: . - Chapter T.(A81­!RAE) E-701 . , Chapter 8 Building Envelope: E-802: Mechanical System: . :5-803 Service Water,Heating , ;.&804- Lighting,and Power... E=805 ' ' -;Total Building°Pelf E-806 : :. Page 6'of 9 . . � � i Ybb•y �f� Zt / 77p 242 Z4 ROP05ED 10'10x3' EFF. II DEPTH LEAGHI 25.6 / \ w/ CURB INLET (TYPJ =24. f 13 \ T6=245 - OSE�t,,10'10lt �, irk 3Nr ".. / V 12 DE PTH LEA0 HIN6.PC7CJL �' / 1 �� / w/ �a01 lC►GCkti�EFi�T F') 3 'k+ ' 1, ASPHALT '1w ErK�v tk. PARKING AREA P 14 5 U \ 2 ' O '141 1 b � *#`�1 } 1 8"11'4 G=25.5 14 'PROPOSEG'j. j, a =25.0 34150 5Gi.FT. RETAIL BUILDING 1 Y Yn '4, (24W MAIt�F�}-OOR'+ 1550 il 24.6 a4b ,br w ; 14,7 5T •FU�6E=t MEGH�NIGS) ' . x� y, I _--__--- la t' 4 Ft91 . AT EL25-0 » G=25.5 =25.0 ��•�', ), 1 �b � �,� t��,�s� WO/F F F `15.5 r� 24 W t V k; Ys FRED ROBERT SCHOEN5TEIN ��� ��'-2. 3 0. J05EPH FRED 5CHOEN5TEINi ZONED: GENERAL eu51NE55 • . . ... 1?fs 1 PUBLIC HATER ? 24@ �•� � Y � I SRO !"'14YAP �O 4 :� � . 2DEP • /5T 6T i tia l 1 � 1 STORY G=2,3..6' 1031 • �` �-( �, FRAME HOUSE 25 X13.1 j•�...ARE,�4 �� ' r 1 .1 VALL �t EL. 22 1 20' MIN. f tt Thi=22.5 Q --Y :'• / ® � � l tin ! K'c"t,n4Y � s I �O J .. ..... ........... ...... M ,r—�b�.•+"'...�� i +. � � vel 4, _�4 ✓ Y*' 1 Try� �.rri ��.�„ '$ vr.�4 ,• t! 24 r / =5 OiNT � N16H P TEL• ,�� xr,, . �� �4 '*� 01 24 t� DCY'M �, M,-r5•�tN yet , '• '�' , � � � { y��? ��,;..f'�����a�. � ` ;� / =23 �{ 23 '� 1 2' NO5E DOWN G=23.'1 2. _�eo 'r n4 va "vn x t t ,naR r a =22.3 IC � SURVEY OF PROPERTY FOUND SITUATED AT CON0 MON 58224'50• E 5 82 GREENPORT ase°• 24'50" g vltlacE aF°CE . REENPORT TOWN OF SOUTHOLD 175.37' SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-45-04-3. 1 E, F1AG N SCALE 1 "=30' £ AUGUST 12, 2002 JULY 10, 2003 ADDED TOPOGRAPHICAL SURVEY & TEST HOLE FV.Gae. ro JANUARY 5, 2004 ADDED WETLANDS AS FLAGGED Wk Alf, FRESHWATER WETLANDS ,y FTAc Q FEBRUARY 3, 2004 LOCATED ADJACENT BUILDINGS FOR SETBACKS ,IIA ,JL W4 f AUGUST 27, 2005 FOUNDATION LOCATION EDGE OF FRESHWATER WEVOTICS AS / rrl EN-CONSULTANTS, BAGGER ar IncMARCH 2, 2007 FINAL SURVEY ON DECEMBER 10, 2003 A6 �F1AGG AREA = 66,260.58 sq. ft. FucFAC1 .521 ac. SUFFOLK COUNTY DEP!•JiTuENTOPiAzALTN Smw=s CERTIFIED TO: APPROVALOFCONSTRUCTEDWORKS PECONIC ABSTRACT DatatlAR 1 $ H.S.ricfGREENPORT HEIGHTS DEVELOPMENT LLC .No. CIa-o3- o0l'1 MICHAEL DOMINO The sewage disrosal andwat-r'uop!v facMu!js SEPTIC SYSTEM TIE' DISTANCES at this location have been iraPc'eLi anu•or certified bythis Departme,' "' 7nc6110eS COVER HOUSE CORNER"A" HOUSE CORNER"B" and found to ba sou-iac:0ry. GREASE TRAP 62' 13 s' COVER 1 'T- GREASE TRAP 58' 145' Walter J.Hilbert, 'L-., covers 2 Office of Wastewater Management SEPTIC TANK 41.5' 25• o n@ COVER 1 `K>Z SEPTIC TANK 39.5' 29' hV COVER 2 F, oe CESSPOOL COVER 1 39' 44.5' 2 � CESSPOOL COVER 2 50.5' 39.5' 0 CESSPOOL COVER 3 46' 59.5' CESSPOOL COVER 4 32.5' 5e' CESSPOOL COVER 5 23.5' 46' ° a A " \ C71 C � � O UGHT Y BASE N o w ALT'- ^+ z LL)� ON CONJf FENCE Mn Q SON CONL. PAR V � 1 OFANS f G T � D atG � n :CDN0."•'. BLOC f03 BLDG A' a 603' ;. PO4 k RNL �y 0A'W A ° FENCE E q FAA4 ° ° a ° GNUG \\C METAL STEPS k f FEWCE O LARDINGB1nc ., o 01Nc OVER tout PI D YW O B: C cam, ° 1-1/2 STORY FRAME �. ^. BUIEUING WITH DORMERS ! rY b coAGHAD ELECTRIC ELEC DO o S n ° IPITRANSFORMEDUNAUTHORIZEDUNAUTHORIZED,° UNAUTHORIZED ALTERAAON OR ADDITION TO THIS SURVEY IS A N OF ggg p 25 D RE TOM 7209 OF THE NEWEW YORK STATE A\ n J a fio A' — EDUG➢ON LAW BLDG —FENCE 'W, COPIES OF THIS SURVEY MAP NOT BEARING a R1 °° ° ° ROOF OVER CUNC O.5 THE LWD SURVEYOR'S INKED SPM OR UNDER fo v LTJ EMBOSSED SEAL SHALL NOT BE CONSIDERED b TO ,�1� II a - TO BE A VAUD TRUE COPY. HANDICAP %5'1 A1101 COV£R51�1�/uo' vi It 31, PARKIIfG. ' I` O/ ISO�/ moi'10.ate' ;'^� CERTIFICATIONS INDICATED HEREON SHH1 RUN 1 ' ONLY TO THE PERSON FOR WHOM THE SURVEY o� FARKINGP cE95PO0L5 r' nc p` q W IS PREPARED. AND ON HIS BEHALF TO THE Oy,nm A HANDICAP SIGNS _ \ '�',1 �� e��y1 LENDING TITLE INSIITMON�SIEDHEREON. Ni0 AL AGENCY AND R • �• •• •• °•PMpNE / OI ISO I YI H 1 m TO THE ASSIGNEES OF THE LENDING INSTI- g .gtt '; • I`4 _: ;02 ; 1 A TtITON. CER11FlG1%1N5 ARE NOT TRANSFERABLE 4 lrt uai. 8 IN C BASE S I ,A$� = 3'A NyD THE EXISTENCE OF RIGHTS OF WAY •. a W= /a�oJ- E o 'o ea, N ME P'��HRE AND. N EASEMENTS OF RECORD, N ANY, NOT SHOWN ARE NOT ORD, IFTEEO. e+" Wb Post WR"I` N1+ P°� ..175.00' .pL�'60/ NU w so • EM' 'P o nn1 m. • E OF PREPARED IN ACCORDANCE WITH SHE MINIMUM 3�55 yAItES EY 05 FOR TALE SURVEYS AS ESTABLISHED !•J {Y wF�N 'Ok I!•AR� ° REST eY THE LALs AND APPROVED AND ADOPTED Joseph A. Ingegno W ` L FOR SO USE BY THE NEW 10ORK STATE LAND v _ U; PDji•53'30" W ENE�`�0�� �Ty5' TRI£ OC4ITION Land Surveyor 5 1 (N Y.S R4e b'. Title Surveys - Subd/Walons - Sita Plane - COnstruc6on Layout PHONE (631)727-2090 Fox (631)727-1727 x OFFICES LOCATED A7 MAILING ADDRESS N Y.S. Lm No 49668 322 ROANOKE AVENUE P 0. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 22-276H � io II 4' VTR li : FUTURE BATH iFUTURE BATH ------------ -------- .__T .,________ I SEE DETAIL SHEET FOR ,______-- - ,------- HIGH WIND CONNECTION LAV -LAX REQUIREMENTS SHCIWER : SHOtI)ER SECOND FLOOR 7 NG PROTECTION BY 2" WOOD STRUCTURAL PANELS o A�SUA14T TO 160S.1.4,ENING SCHEDULE ONE L jI L � I DETAIL SHEET IN THIS SET � FUTURE KITCHEN q ZV 3 NOTE: MAIN FLOOR 5� SEE SHEET l FOR OCCUPANCY SEPARATION, SPRINKLER A FIRE AND SMOKE DETECTION o 2" Y 2° FUTURE KITCHEN HEAD LOCATION AMC) EMERGENCY LIGHTING SYSTEM SHALL BE INSTALLED INIfA ACCORDANCE WITH THE TOWN m Y OF SOUTHOLD CODE FAI 0- 11'6" E g 8 8 11'6" 4'8" 11'6" 418.. 11.6, 4'8" 11'6" z g tt qi: I AN APPROVED 2'0" 2'4" m O O BANITITART SEPTIC SYSTEM O 0' � m •f CART IRON HOUSE TRAP PLUMBING RISER DIAGRAM NTS) TW3046 TW3046 TW3046 r1loo,HDR 2-2x10, HDR 2-2x10HDR Fit ff V.I BEARING WALL BEARING WALL BEARING WALL BEARIN WALL / I 6'W' R om NOTE: THESE AREAS MUST BE DESIGNED TO MEET ADA STANDARDS RUTL IRE - N FUTURE ONCE 01 AND THE NTSBC PRIOR TO BUILD OUT RESTI OOM a G.W.B. CEILING 3 ` B'O CLG. HGT. a H N e � K 860 BO. FT. fl=I O r 6'0„ LuN m — X •• .• FOYER g x Z LUL S c 4 ca 6 Q Q 4 a O N NOTE: RESTROOM DESIGN MUST MEET 1 V ADA REQUIREMENTS FOR 3'0"- '4 FUTURE OFFICE 02 OFFICE USE. THESE FIXTURE Z LOCATIONS REPRESENT AS BUILT 3: O ,Q G.W.B. CEILING ROUGH-IN LOCATIONS Lu to 8'0" CLG. HGT. ff m w 850 6Q. FT. `o r5 = m3.0 Q. „ C.O. r 111 a LH J 7 59'0" FUTURE T a�6O RESTROOM BET TOP OF GIRDER ,' 99� d-/ EVEN WITH TOP OF PLATE, TYP. BEARIN WALL , y BEARING WALL \� BEARING WALL BEARING WALL * I I = �I 711-110 JHDR myUS R.R. 07e3• I6°BET AT SAME HEIGHTTMP'AS HDR.,TYP. JEFFREY T. BUTLER, P.EHDR 2-2x10 HDR TW3046 TW3046 � y' _ gmg fq O 0 «— PRI 7 9r"� Pa Y d � z � m \71 HBO ua zIs 2'4" 2'4" 2,4„ 2•q„ 2'4„ 2'4" W � � � LLT r a 11'6" q,8„ 1i.6„ C 8„ 11'6„ 4'9' 11.6„ a V j O 60'0" U) r u4 0 SECOND FLOOR PLAN FUTURE OFFICE AREA 01 . 850 80, FT. FUTURE OFFICE AREA 02 . 650 6Q. FT. FOYER AREA . 56 SQ. FT. PAGE: SMOKE DETECTOR INTERCONNECT PER CODE B CARBON MONOXIDE DETECTOR of 9 ONE PER FLOOR 0 p� Y 1 i � II 4" ViR FUTURE BATH i FUTURE BATH ____ _______ ______ ---------------------------- GEE DETAIL 614EET FOR LA'ki . I v NIGH WINDCONNECTION REOUIREMENTB : SWWER : 5140IER SECOND FLOOR 77 17 OPENING PROTECTION BY WOOD STRUCTURAL PANELS 3 _ 3 PEReUANT TO 1609.1.4, BEE I FASTENING SCHEDULE ON p FUTURE KITCHEN DETAIL SHEET IN THIS SET 0 O O MAIN FLOOR 7 5�17 77SEE SHEET l FOR OCCUPANCY SEPARATION, SPRINKLER A FIRE AND SMOKE DETECTION E E V. FUTURE KITCHEN HEAD LOCATION AND EMERGENCY LIGHTING SYSTEM SHALL BE INSTALLED IN g Q ACCORDANCE WITH TIRE TOWN L [ OF SOUTHOLD CODE FAI ny 60'0" % ryry0. o- 11'6.11'6" . q.8.. 11'6" q.a., 11,6.. 4'8" 11:6:, ryry m 8 O.O. C.O. ,p a K TO AN APPROVED 2'4" 2'4" 2'4" 2'4" 2'4" 2'4" O 0\__4. r SANITA CAST IRONRY SEPTIC SYSTEM '� O O O Y HOUSE TRAP PLUMBING RISER DIAGRAM NTS) TW3046 TW31146 TW3046 i \2-2xDI HDR/b i \2-2XII \-2-2x10�I-HD i 1DR BEARIN WALL BEARING WALL BEARING WALL / aBEARING WALL- �L'- R i 18 O Xf 6'0" W 6o Z � Om NOTE: THESE AREAS MUST BE DESIGNED Ix TO MEET ADA STANDARDS FJT RE i FUTURE ONCE "I AND THE NYBBC PRIOR TO BUILD OUT RESTROOM n G.W.B. CEILING B'O" CLG. HGT. Q - m 'e 050 80, FT. 0 �_ W III 0 • m 0 r } 62'8" 6-011 r m go W ro � m X FOYER m X Z ILi 6 )f N u NOTE. RESTROOM DESIGN MUST MEET O' JU III) ADA REOWREMENTB FOR 3'0" W IQy, FUTURE OFFICE 02 OFFICE USE. THESE FIXTURE \ Q Y LOCATIONS REPRESENT AS BUILT /'- 00 G.W.B. CEILING 1U 1n Q 1 ROUGH•IN LOCATIONS 10 8'O" CLC. HGT. 111 850 80, FT. 0 0 0 3'0" o r gg 2 m G.O. to � 59'0" T m A FUTURE ` " `�'o(,� /,,�f/��/',' ' �'o RESTROOM ��F NEW I I \�� 3.9x8 GIRDER / I \ c0 7 / I T.Ou i` SET TOP OF GIRDER 0 TO , , C EVEN WITH TOP OF tjj >14 9 PLATE, TTP. BEARING WALL ` BEARING WALL BE4RI146 WALL BEARING WALL r w n = [2-2xtO W�9x8 RR. �� c� 02x9 C.L 16" O.C. o • 1&" D.C. �I PAOFE55�BET AT SAME HEIGHT ' TMP' Q'a Ae HDR., Tl'P. A aJEFFREY T. BUTLER, P.E. 2-2xIO:HDR .HDR 2-2x10.HDR TW3046 TW3046 09 3 m F� N O O ] m ° O PR 17 2n'l; W } 4 1 a a z W � ° o zWo o •, 2' 4T4' 'q.. T q.. 2'4" 2'4` y O U n 11'6 4'8" 11'6" 4'8" 11'6" 4'8" 11'6" u J o 60'0" o o � o SECOND FLOOR PLAN FUTURE OFFICE AREA 01 = 850 SQ. FT. FUTURE OFFICE AREA 02 • 850 SQ, FT, FOYER AREA • 56 SQ, FT, SMOKE DETECTOR PAGE : INTERCONNECT PER CODE 8 CARBON MONOXIDE DETECTOR F ONE PER FLOOR O '� 9 5 Drawing, Specifications And Other Documents Seismic Restraints Shall Comply With: Prepared B Fire Suppression iDesign, Inc. WEIGHT OF PIPE WITH WATER Chapter 6 Of N.F.P.A.#13 (1999) %" ROD / WOOD JOIST p g Are The Property perty Of Fire Suppression Design, Inc. SIZE SCH. 10 SCH. 40* CAPACITY Paragraph 1621 .3.10.1 Of Building Code Of New York State socXET OR BEAM And Shall Remain The Property Of Fire Suppression 1 .81 2.06 0.045* Fire-Protection Sprinkler systems Designed And Constructed 2.52 2.92 0.078 In Accordance With NFPA 13, Shall Be Deemed To Meet The Force, DRIVE SCREW Design, Inc. Whether Or Not This Project Is Constructed. � * // Nor Be Used On Any Other Project, Except By Agreement In 1 / 3.04 3.60 0.106 * Displacement And Other Requirements Of This Section Provided / Writing And With Appropriate Compensation To Fire Suppression PIPING FOR BRANCH UNES PIPING FOR MAINS 2 4.22 5.10 0.174 ' That The Seismic Design Force And Displacement Calculated In % A.T.R. Design, Inc.. r to 2" 2'/s to 8' 2 / 5.89 7.90 0.283 Accordance With NFPA 13 When Multiplied By A Factor Of 1 .4 Are HANGER 73 Sch e40 CSm. #4G Determined To Be Not Less Than That Prescribed By This Code. RING ED sch #to =Sch. #10 + O B.LT./ XL ❑B.LT/ XL ®D>nN-Trd EDynn-Flo IRWIN.@01 ALYORJ 0 W.LS Flo =BlaseMas[arfa$e n BRANCH URI LH BI°seMmter(3/4-to 2"J ALL FITTINGS TO BE UL/fN APPROVED BLASEMASTEA MEA IIIfife k Fittings) 1' 1EEi W. IN_ ACELSS'IBIL LOCARON mogM 45' OU Ll W/ TO MINX M I 1'/ N1 lNush a9 OIIILJR Ea.10 MINIMUM q 4 r / I ° 12-7 ° 12-7 O 9-9 _ 3- ° 9-10 O I srofl r NETUL sNCP .20 Over ti - w m 0_B w 1.2Q012s2FtU I 12-8 .I IIId=i 8-3 -4 8-9 8-3 8 5-4 I 1- 7-1 1-0 8-3 0- WET PIPE SYSTEM TEST CONNECTION r' 73 Over, Aw of L900.0 Sq.FJ - - - - - = - - - - - - - - - - = - - - I 2-0 2 0 F IIII{'rmcR NNflE Q IL ] = 2 RESTAURANT ; O O 12 I u � I -� 22-8 O CC) O O MECH � ones rJH�s„ _ NEs1HooM , HESlNoou 1 O IN -_ NTIPE 2-0 5 6 e 6 0 m Q : O O O O N & C Far 2 8-10 i 87'-4" NTS Flushing 25 SECOND FLOOR PLAN I FIRST FLOOR PLAN RETAL IAEA-1171 SO.Fr. RESTAURANT AAE4= 1171 W.Fr. MEW AREA=98 SO FT I I 50' I DESIGN CRITERIA OCCUPANCY CLASSIFICATION: O.H.#2 & L H. ` rF1LBUP a APPROVED i METHOD OF SIZING PIPE: HYDRAULIC CALCULATIONS CONTROL VALVE TYPE OF CONSTRUCTION: TrussWATER SRPLV� PROTECTION AREA LIMITATION: As Per N.F.P.A. 3 MAXIMUM DIST. BTN BL & BTN SPK ON BL 15 FT. FLOW TEST CAPACITY LE OF ANTI-FREEZE Looe rn 1z' SIZE LENGTH x CAPACITY=TOTAL POSITION OF DEFLECTOR: 1 " - 12" BELOW ROOF DECK POTTER 1D" 19.0 o.Das B.aB STATIC: 66.0 p51 Ii PBA-AC/PBD/DC ,0 7 � " 19.0 0.078 1.48 AREA OF SPRINKLER OPERATION: 900.0 Sq.Ft. RESIDUAL: 53.0 psi ELECTRIC D P4 z 58.0 0.174 10.09 DESIGN DENSITY: 0.20 & 0.10 GPM/SO FT. FLOW: 855.0 gpm BELL 5120FRiIR. TOTAL FEE 221.0 GRAND TOTAL 18.05 F1' ALL BRANCH ONES is PITON 1/2' PER Io'-0D. NUMBER OF UPRIGHT HEADS: 21 PITOT: 6/7 psi (2-25") O MAINS ABmx RONB T° PIT°" '/* PER 10- By SCM1' AN SUPPLY SHALL BE CAPABLE OF RESTORING NUMBER OF PENDENT HEADS: 23 DATE: 12-1 )-99@1425 � _ NIXM0. AIR PRESSUREN IN SG MINUTES NUMBER OF SIDEWALL HEADS: LOCATION: Site TOTAL NUMBER OF SPRINKLER HEADS: 44 TESTED BY: S.C.W.A. . - UNHEATED AREA TOTAL FLOOR AREA PROTECTED: 2400 + 1860= 4260 _ ALT. FLOW SWITCH WATER FLOW AND TAMPER SWITCH HEATED AREA _ POTTER VSR-SP/SF SHALL BE INTERCONNECTED INTO - THE BUILDING FIRE ALARM SYSTEM (/ CHEM VALVEwr DwuvE 1 �'I1 ALL WIRING AND APPROVALS BY 1 3�' hel^ IR � ALARM CONTRACTOR. rIr1R - 8+, Clrcalotin9 CENTRAL Fig.590f - 21/2CHECK VLV. TYPICAL ANTIFREEZE LOOP CENTRAL FIRE PROTECTION CHECK VALVE Fig. 590FR Fire Alarm System Not Pari �' 1, d Of This Contract. bd L. L1 Tr 9m Water Flow & Tamper Switch o PLAN VIEW �nY/ Shall Be Interconnected Into ,( The Building Fire Alarm System E _ 11/ MAIN DRAIN �R a _ - Upon Completion Of Work A Contractor's 27/2X 21/2 Wllkiot 480057 Valve _ Material And Test Certificate For }, 4,e 9 9 Piping Wilkins Tampere Svid hS-1 -2 ° o'er '^^• ° Aboveground & Under round Pi In BRASS FIRE DEPT. rL4- _ Will Be Completed And Submitted to CONNECTION W/ WALL MOdel#375 J T� _ Owner & A.H.J.. PLATE & v" BALL O ° r All Required Signs To Be Installed TREADS DRIP PMATCH 69 BOBANN DRIVE o6 631 724-8878 Building To Be Heated F.D. TREADS NESCONSET,N.Y.11767 FAX 366-2383 All Equipment Approved/Listed For Fire Protection Service. A - ... . PROPOSED RETAIL BUILDING Owner/Occupant Shall Be Responsible To Maintain The Fire Suppression CURB BOX BY WATER Co. System Accordance With NINSTALL UNDERGROUND'FP.A.#2s (1998) FRONT STREET This Plan Is Approved Only For Work Indicated RISER DETAIL AS PER N.F.P.A.#241 o GREENPORT, NY On The Application Specification Sheet. AND WATER COMPANIY r S.C.T.M.# 1000-45-04-3.1 All Other Matters Shown Are Not To Be REQUIREMENTS h Relied Upon Or To Be Considered As Either _ COUNTY OF SUFFOLK TOWN OF SOUTHOLD Being Approved Or In Accordance With Applicable Codes. CONTRACT WITHREVISIONS DATE OWNER INSURANCE Co. DATE: DRAWN BY: SCALE: 07-13-06 H.Flaod 1/e =1 '-0" 1 1 23 CONTRACT # Cracker TOWN/CITY OF: Fran LL Cracker-Ak Snllthnlri N Y CHT of 1 111 0# GENERAL NOTES: �, ak:U li;faer ,4fld Ll�ltlnn� Ir I 6,!.a'al r"4'einsint5. e �"S• I. ALL PIPING, FITTINGS 4 INSTALLATION TO COMPLY En'argelx.y power and lighting shall b6 an MAIl trailr Independent electrkal wring _ WITH THE N.Y.F.I.R.O. w,p11W fran a main source,ad frau m mx111cry smrce. ' El rgancy power. e 1 1. ALL EQUIPMENT TO BE APPROVED 'TYPE (RELIABLE) (a) bw9arxg power shall be provided for, - i ' 3. SYSTEM TO HAVE A MINIMUM OF 20 P.S.I. AT TOP LINE WITH 550 6.P.M. FLOWING. (1) the unergenq Ilghthg load r O F2; Pre conLrol panel 4. WHEN COMPLETED SYSTEM TO BE TESTED AT 200 P.5.1. FOR TWO HOURS M fire protectlm,signal system c F4 volGe mnkatlon systema s used as a mems of warning or hstrvUhg the procedlra to QQ iJ CO) ® • 5. MAIN DRAIN TO SAFE LOCATION. Ix, Followed In mlagEndes,and ILL; in Ls+lnFthe vent or F� OF which man to c�aro shallprovidod fm mtmnatically 6. WORKING PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE AUTHORITY HAVING 9 Po 37P1 gency paw load Fran Un win sauce to the. RETAIL SHOP 's JURISDICTION BEFORE ANY EQUIPMENT 15 TO BE INSTALLED. DEVIATION FROM APPROVED aj:dlay sarae within IO secmds. PLANS SHALL REQUIRE PERMISSION OF THE AUTHORITY HAVING JURISDICTION. k F alxlllaryWl d Of a shall have 1 upadty sufficient wr to supply the !otic tion Fr rvy power 20 PFC'PI_E • to 'L fm l perbd of at least 90 mWtes,wl not mora than a 125%roductbn from rated s,l,tem voltage A FIRE AND SMOKE UE Er-TION SYSTEM HOUR GEILIN6 1. ALL WORK MUST BE DONE IN ACCORDANCE WITH THE APPROVED BLUEPRINTS, AS ISSUED • SHALL BE INSTALLED IN ACCORDANCE BY THE FIRE MARSHAL ALL OTHERS ARE NOT TO BE USED FOR ESTIMATING PURPOSES p.argency IkJltirlg. THROUGHOUT ® QO E ONLY. gay �h9 Pr amyl spaces,m5ombly spaces and exits,so as . WITH TOI^AI OF 5G'J "HOLD CODE • ®� E To I shell fb their In ad L pemilt auuparts to make tier way safely ant of the Wilding h tiro event of fallvo OF the A:,mal Ilghling. Such lighting systems stall maintaln a level of Ili nhatlm throughout the b. IF THE OWNER AND/OR THE CONTRACTOR BUILDS THE SPRINKLER SYSTEM WITHOUT THE n. as of egress In conFomity with the code. _ FULL REVIEW OF THE FIRE MARSHAL AND BUILDING DEPARTMENT, THEN THE CONTRACTOR I� Q l� u AND/OR OWNER SHALL BECOME RESPONSIBLE TO COMPLY WITH ALL COMMENTS AND/OR Ard Drectlanol Sg1s K OBJECTIONS MADE BY THE FIRE MARSHAL AND BUILDING DEPARTMENT AFTER CONSTRUCTION I, l EXIt and drectimal signs,vlsbla From the opproach to the exits,shall be provided,to C- emelt ocuparts to maks Cher way safely mt of the Wlldhg.S COMPLETED. � E.It and drectlawl signs shall be 111minated either externally Or htemally by a•tlNtwl y aSPRINKLER NOTES a it,In cm!'"Ity wth the code,(.I Such 5" shall be warded h pcahcy Iegble black letters with the word EMT fm exit signs, E ® I HOUR WALL: 41,d the word EXIT with a Sultdole pointe or arrow hdlcatlrlg the direction of exit,far SEE DETAIL I. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL FOR A COMPLETE, FULLY C,, cUmal signs.Letters far 51915 shall be cernrlpic ,readily dkcman ebie, d at least six 1 ON SHEET 2 ��)J VI ADJUSTED AND READY FOR USE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING. SPRINKLER L,has high with UreE-qlla"Lar-kith wide strokes, tx 15I4EAD5 AND PIPING IN ALL AREAS TO BE SUPPORTED AT FINISHED CEILING. ALL WALL I x Uon R. PENETRATIONS TO HAVE CHROME EUCHON5 PROPERLY SIZED. GEILIN6 AND WALL DAMAGE (,J Exit sign shall be provided over each exit dam"where the door Is required to swing ' • O t, _ TO BE REPAIRED. c.ltward In the duction of exit travel In conformity with the code, RI6 41)Pre flooal skis shall he provided at lawtbns In to hallways,corridor m 01516 From INSTALLATION SHALL CONFORM TO NFPA 13, AND LOCAL AGENCIES HAVING JURISDICTION. 1,1kh the exit doorway 5 not roodlcy discernible. lir) e250' Power Seance. •Y `b 250' ® THE INSTALLATION, SIZING, COMPONENTS, CLEARANCES, POSITION AND TYPE OF ('J Power Fm Elatricolly lu mgwted exit and directional sighs shall be wppued Frorn a © u"1�..9h SPRINKLERS SHALL CONFORM TO CHAPTER 3 OF NFPA 13. +;parate Urcult,or drops,Wtich slppllas no other mtlets old 15 controlled Tran a central _ o Uon. PERSON FUTURE 4. PIPE, FITTIN65, PIPE SCHEDULES, PROTECTION AGAINST FREEZING AND DAMAGE, 6UARD5 I )Self-lw*lous exit an drftUmal signs shall loc provided with a self-cmkahed relldlle 0QO AND SHIELDS SHALL CONFORM TO CHAPTER 3 OF NFPA 13. f; rwarjeYsaeu ' I t Is avlded, or For electric lights Ilknitwt exit and KITGHEN � � pr rix hg FUTURE I PERSON 5. SPACING, LOCATION, AND POSITION OF SPRINKLERS SHALL CONFORM TO CHAPTER 4 OF ecta wl s droll w ed Fran the rnro t Lan. NFPA 13. I kbtim (From NEPA-I RESTAURANT 5133�ky��� _ 26 PEOPLE 250' 6. DRAINAGE OF NEW PIPING SHALL CONFORM TO CHAPTER 3 OF NFPA 13. 5-13.3.1 5prh-ffs shall be Installed beneath all stair"5 of contualah,La .bwtim. •d A FIRE AND SMOKE DETECTION SYSTEM • 5-133.2 In ca�u5tble sf�r SFraFLs with ran raAaatble stars's kkrs shall bE - SHALL BE INSTALLED IN ACCORDANCE ® • i",talled at the tap of Fine shaft and infer the first landing cbdva the radon of f 1. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT IRON U TYPE OR APPROVED de shalt. (i) WITH TOWN OF 50UTHOLD CODE ADJUSTABLE HANGERS. HANGERS SHALL BE OF THE TYPE APPROVED FOR USE WITH THE Inklon Shale be Installed benwth codings or gtorways where the area • • PIPE INVOLVED. Ia:rlcatll55arused farshstto�rage. r� �mFI a � 4 1 or more do %Lbvb framethaltImd In h�sW o-akftFY'o dMslo landing stere kwo (- ' O O Q O 8, ALL SPRINKLERS SHALL BE OF AN APPROVED TYPE WITH PROPER TEMPERATURE RATING 1 open In9 sup N F I / in a are r IrW al E�h Floor Imdl Wrsa o ruble star shaft r_ L/-/ 9. APPLICABLE SECTIONS OF ACCEPTANCE TESTS, I-II OF NFPA 13, SHALL BE COMPLIED es two fire para b.�Ild�Ip5mWo�f('e sQGtlmso me Wlldrp�a-Wefe the stair mdhrwq SGYVeS m ILmtQi OXIt If b1G Stall serves ariau mE fll'E 5eG't1011, m WITH. !iron ser Ink2rs oar required Only at the roof and under the IoweSt lading.See Q I HOUR CEILING Figx0 ' W .d. THROUGHOUT-7 • © e 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SIGN-OFF FROM ALL AGENCIES 5-154 Vertical OomlMs n �"-1 • m X / ® VV��" HAVING JURISDICTION AND Laa'tppw'a rroI vedr`.miI roWt m slmllo Floor op I an unc�ncombin to Flo 1--� rvD 3 Q • SHALL NOTIFY SAME PRIOR TO ANY TESTING. droll s Inv ved be protected by cbsely spaces rmklere h combination alt F D ,Q z U- Fx�tan W. I. elosa111 soae,/sp'nk1Ers ad dr%t;stops aG not required orad rye O 11. GONTRAGTOR TO SUPPLY ALTERNATE PLAN FOR SIDE WALL MOUNTED 5PRINKLER5 IF j 1strQctu�cnNll rc a06r=lanne fauvallsha Gp sort e" 0.ikan f�addl m�Sirocco lrlklers w ED Q O DESIRED, APPROVAL IS REQUIRED BY OWNER'S ENGINEER AND LOCAL AGENCY HAVING 5 aacm;lzahco with ad W�erb the open! ri hove al, &''15 I d slma JURISDICTION w4,een osite edges of 20 feet(6rn1 m grFi area of 000feot sq. 43m sqJ _ FIRST FLOOR PLAN greater 4 �? n SCALE: 1/4n= 1'O" 12. HANGER 5PACIN6 AND INSTALLATION SHALL CONFORM TO NFPA 113-5. AS,IHi4 c ptY erste the normal pllyw pptam rC dO50 tan/: fiat From 1yt N It mt t e preferable to Idea' to thr wiYer c1r:taM:gr'InkpS h QQ n ':tdb:,uJ Lnff(e pakbls. W • 2 fV 13. ALL SPRINKLER HEADS TO BE MANUFACTURED BY 'VIKING' OR APPROVED EQUAL sha,l be Iwone:a' „r,�Jwlelh adlaerk to V,6 a�.e:h shah be a" leort �/ � ® 19 In.Ce. aro shall be of prInklor roper operation. .5pe,hk urs ,stlpf mu[.;rlgl that will a LYl r] In 171 1n ,lace 'fmE and dr'ha s Inkier eratlan.5ar hklers shall�6 �'pacad net marc g 14. NEH WATER SUPPLY' TO BE INSTALLED PER 56WA STANDARDS AND SUBJECT TO LOCAL Ih�h 6 feet u1-C and rP.ed 6 h.to 12 In, Frain the draft stop an I7ic 51de NOTE: GONTRAGTOR TO PROVIDE SHOP DE516N CRITERIA: TO 5Y5TEM APPROVAL. pear to HiLvl sp ink ps4 edose Ulm 6Fect,m sWffl6s Il ba Mei J rovded 1 ace dawe w 5 DRAHIN65 TO BUILDING DEPARTMENT FOR CODE STANDARD: NFPA 13 W 1 FR,INKLER SYSTEM, AN5UL SYSTEM AND OCCUPANCY HAZARD: L16HT HAZARD - WET SYSTEM 4 GHEGK VALVE ALL FIRE PROTECTION EQUIPMENT PRIOR PIPE 51ZIN6 METHOD: PIPE SCHEDULE SIZING ENGINEER, TO INSTALLATION TABLE 6-5.2.2 LIGHT HAZARD PIPE 56HEDULE 4"x4"x4" FLL6D. In. PIPE ............................. 2 5PRINKLER5 TEE LEGEND: 1 1/4 In. PIPE 3 5PRINKLER5 1/2 in. PIPE 5 SPRINKLERS 4" ALARM 2 J� ® EXIT WITH PANIC HARDWARE 2 in, PIPE ...................... ...... 10 SPRINKLERS VALVE 2 1/2 In. PIPE .. .. . 30 `.3PRINKLER5 I HOUR FIRE RATED WALL 3 In. PIPE 60 5PRINKLER5 3 1/2 In. PIPE 100 SPRINKLERS 4" 0.51Y. 0 OO OO OO OO (SEE DETAILS) 4 In. PIPE .. . . . SEE 4-2.1 VALVE 2 HOUR FIRE RATED WALL PROTECTION AREA LIMITATION: 130 SQ.FT. PER LSIM. CONN.2 STORAGE (5EE DETAILS) SPRINKLER HEAD COVERAGE 4 PEOPLE .EFFREr T.sSurLER, P.E. DISTANCE BETWEEN BRANCH A FIRE AND SMOKE DETECTION SYSTEM Q-� EMERGENCY LIGHT 4" DET. CHECK • SHALL BE INSTALLED IN ACCORDANCE r Q 1 __1 1 INE5 4 BETWEEN SPRINKLERS ON FIRANCH LINE5: SHALL WITH TOWN OF SOUTHOLD CODE I • M 0 O NOT EXCEED 15'-0" EXIT SIGN PRN h SPRINKLER HEAD SINKLER HEAD TYPE STANDARD I/2" ORIFICE, 4" FLED. ELL Q M i UPRIGHT / PENDENT AS INDICATED ON PLAN. (0 OO (0 © OO y�, FOYERILL m a ® 5MOKE DETECTOR q z 1 HOUR WALL: �1 SEE DETAIL KITCHEN PROTECTION NOTES: ON SHEET 2 ® OHO E"'Itj Z 3 Q A HOOD EXHAUST SYSTEMRISER DETAIL FOR GOOKINe EQUIPMENT SHALL EE PROVIDED 4" CAST IRON LIJ® I➢I➢ o� Q Q fY 2 p Q AND PROTECTED WITH A FIXED PIPE FIR EXTINGUISHING SYSTEM. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN AGGORDANGE WITH NFPA NOT TO SCALE PPI oO Q x w . 0- q6 RRzw GONTRAGTOR TO SUBMIT SHOP DRAWINGS FOAPPROVAL. z D NE of Ott- 0OO OO OO <(E�)'' _ z GEILIN6 FLANGES AND U-HOOKS - � W - TEMPEZATU2E RATIN55, (.LA55IFIGATIONS, PREFER, - �.4 AND DOLOR 0ODIN65 RIPe`'UM THa`9oMNOWNS FROM END OF ® rw1� Q � � LL m GEILIN6 la4'[RAivEE iH S+9x aTUiE COLOR PlLB Ian TO 2 IN. Noon 5OREwL NO. 16 x I I/1 Ohl REMOTE BRANCH STORAGELL TE1-.- RATING 1FICATION CODE oOIDRS LAG SCREW 5/Ib IN. x 1 Irz IN. LINE M d) Q to P, 4 PEOPLE • H h+-1 F 'O 'F '0 MF"Is= THS eORB4 CaLl"s rLAA5v. • A FIRE AND SMOKE DETECTION 51Y5TEM LL O 100 9D 135H10 Sl-TI OROINAFT � 01 . LP TO 2 IN, YIoOD SORRY NO. IO x I V2 IN SHALL BE I OR Few TEST VALVE IN INSTALLED IN LD 6 D)ANGE 150 66 M 229 19 101 INTER IATE W11TE YT-11-1-01w2 I2 IK,3 IN,5 1/2 IN. LA6 SCREW 3/6 IN. x 2 IN. WITH TOWN OF SOUTHOLD CODE O O EN READILY © z 235 IGT 250-5Q 121-149 HIGH w 11F 131-W 4 IN,5 IN,6 IN. L SCREW I/2 IN, x 2 IN ACCES5IBLE SMOOTH BORE CORROSION Ill ZD W 925-315 169-Iq ExfRA HISH rxEo FvRPL.E 1N. uB SCREW 5/6 1N.x 2 N. LOCATION RESTRAINT OUTLET OVINE GQ �pGQpaQ FLOW EQUIVALENT TO ONE400-4-15 204-296 VERY EMRA HIGH sRl�i aLACK nP!so YOUR SC M ML"S R-ANVI s SPRINKLER IP TO 2 IN. W000 SORRY NO. Ib x 1 IQ IN -- X515 7b0-246 IA-TRA HIGH ORAl10E 6L.xLK2 in IN.,3 III,9 Irz IK LA6 S W9/b IN. x 11/2 IN 650 540 ULTRA HI611 ORANGE BLAOK 45' ELBOW 4 IN,9 IN,6 IN. LAB 5o1SiY I!2 IN. x 2 IN. INIMUM BOLT OR LAG SCREW SIZES FOR a IN. LA6 S FdBrl 5/6 IN, x 2 IN. A t-- 51DE OF BEAM INSTALLATION P L,y OE 312E Or 50LT OR LIEWIM OF LAG SORRY NF'S 3125 11-rfa10K5 ! L FrwE 5� LAO SCRs+ LOW wl WOOD 5r'AHS 1v TO 2 Ira Mw SO' Ho. 16 x 2 IN. NOTE: NOT LESS THAN 4 FT., (1.2 m) OF EXPOSED TEST PIPE IN WARM 1 U ROOM BEYOND VALVE WHEW PIPE EXTENDS THROUGH WALL TO OUTSIDE. 7 f c IIP TO A INu"N6 2 IN. 3/b IN 21/2 IN. 2 1/2 IN,3 IK,3 Vl IK L/,B`SREYf 3/D IN. x 21/2 IN I Q 21/2 IN. TO 6 IK PWC M'EJ I/2 IN. 5 IK 4 1N,5 IIN 6 IK L/,6 SGFiBi 1/2 IN, x 9 IN TEST GOINNEGTI ON DETAIL SECOND FLOOR PLAN SGALE: 1/4"=I'O" 6 IN. 5/6 3 IK 6 IN. LA6 SCREIY 5/6 IN.. 3 IN, NOT TO SGALE I i I dl I IY rr. , ',r. r-' -n+ 't� :' I . ti i +' 1,, r i ,I*, A v 'nf' ?'"' - -' " �. .t.. : ,'. . t r 'x' ,1 AJ'Ir.)i ' .. r y,' :n.l, ft'r.r .. V r >Adn, d 1L ' .n „ I 4:,' , "1 , I "';. v^^^" IT m,-,n = Y".'" <,1_. + , -`. . I 1 ' . :1 II.A, eat d,4. x: u,, ,lar, . , "'i 1' bl'- r; Ir,. rr , . 1. . , " l I, J, r.: { „e {:4 �tl !, rv ' I r„ '^y ._� _ .T k.w, x, -0 11,, .,I. l' I n '•r :r< , T ,"; r '�I. -r :1 ' r 4 Ff +, „Y :: ..a,,, V f n .1» t p . "A'S I. 5s tl r { .I' f ~f .rv. ,5 , ,. Br a. ':ra3'il" )L (:, •a t V T" ;i ,. , x ' � t I .i + , I , i`•' . r - ,1 ':41 1 +r" : r ' F'r rx.�' !r A }} ( ti ,vl r ..i 1' a -'�4 1. ,n' 1' + m .ki ! ! .;"� , a:If V' w b u . 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I 1 l , 1. e v,e ye _ il�I " {� �,j 1� I, I ., �; 1 ,.ar. )I , ]� "°A ; ,I.. v't,7:na ;°[ fv, . . . °i lU 'fjq e�ih�, pi » L - m WO/F LiM�T OF IMt.G.. ^+ d 0 r ,' ', hr RI ,i ufi 'q r- I nl ^.re.,,VQ" ,I ;1 it x, � :^.7 .C- t1 .d ' ;""!1"'^...1{lr r d' MN � 9'MIN. Vj ANDREW G. FOHRKOLB _ GLEA"RIN6 . 24p' 'i•. 1 .;;C' ; l a -ryii flIf l 'r @ '1 '`i<i'+ !'' T . , y, ll IT,'r'✓,' '„ '1 , t 9, Q , , I 5 G-25.1 I ,+.[.. l ' I1,,. . ) 'A I,T,, { ' - . _ E . rG` rP r 1 - �I, t r . „ �'� )'' _ DAVID FOWRKOLB 1 2 �_ .. i " 1+ v h:r„ ' ' -'..j.•S t• L4Fn.,{. ,. I i. 7 rx^,,Y, sy.l ^T'q 11 iI n r;T„ h , `^I ,�.,�t �! y�r' i , r 'd' }' D: EN RA INE55 _ G=24. - --� � �� ^ :;' k ,, i, r.� „- �, ZONE 2 E LBU� -r •`'r+'' 41r ;.�F" F "J i p, ilx ?}'� 11! a It'"I;'d(va` ri �, 'ytv,I,, 1 -i ' f „ .I,,� r , 'r ;I. v ''l fI ''•1.' 1,- f , � •,.11 , ill PUBLIC WATER F -�iV� --i �, - ,-.�/j '-�4 a IS � 1' t :r rh w r I M,I m M /� ^.� �- . L. �" :� vp f G-250 I ___ I ..J ';I .o ... L,'- - itl,, ' I -v. ..IF, l� WRAP '•:", 4 - I _ I. y +yn } r ,�4 '':` ','. ' i tv;;+ .5'tf '1N¢E� G-25.0 ;,!p' ,, .T '.;r , I,7i,.AI,,y'1, ;,,{, ,9: }. Iu:,' .:. Y yi P. � 7- , wow' do 41;q., .ah I . ''- 1'. Vii^ 'Fr r. .,11 -w ^Tn, 1 �� ' WI1i1 FIL 'PA6RIG'' =24.5 _ h'': Ih' f1 7. T, 'Y 'r `. , h .,.i I ' LI I � TF�g. •, P P E VEL �" TG-24.4 - ? d n, I_ ad', -,fi .,r z :y ,a . i. 'r RO 05 D 6RA I ` I -24.5 . /, a's{. ,&.4- " 1'. • 1 J ,.c ,h �. rg g:. .I. r PH EE RE G• s 1,'' , , 1 L A! GdRPt „ ,. �> ,. ".,tii I / I : + l a vim, u'0 x Y ', ' I, . 'a e :Sn" k .-t t t, " u,J AREA FOR GR055 I 4.B A :v d "il,>x P I,k,-S I n .d>ar :A: 1 t r aa"Ci't;y� r' 6. 1{r •+ .,� s I r ZONED 4' SI��e :v ' ,t, 1 fT, .I,'N : .r „'R, 1'. 9 `POKI 1 .t'r -.r, r n, 7'•r r : 4 v1'brK^I . T 1 .. I , 1. a '�Cl r ant' .f.lqq 1Y -i1 h' :I V w, `Ip•! � "'}:. r1, '� .� '�ri h. . It' CY... � Fr'1 ' y� .a� t, :,:. [,_, T r -',rat. rS+ .fY,>r'rt.. �!& 1z'Itl . �( i�. .( .tr +£+' . . T. 4?'? , ':'1 ,.5�, >. Gi' ACCESS. CURB O � 7x4 „y ,"I'4iE P ^a n; ' ed, rt,l F/ ,I�u1@� ,r, '1 .,.� + :" 'r: I � ��+.' R'r I I' r r S ; d 4 1,:'iRIS ;' ,, d, ,I , 4 1a '4 9 PU6L16.aWATE V is x IF " ' e4 rV 2, i '.w:,}.,w1V, Ii1 ' Q ?� nw1Yr{ry {y � „a ilA4ar „ltx q ' 1 ,• ' ''� i u �'T Y'i 1 ', d!1 , Lx,l ,j� 1 r! -.1„ r: hhr.:.i' ]�' 'ih: <:Y, r - nhn I' '1. ,:p . HAVE I" REVEAL l \ "v :� r .I. +1": ` " [� ,�, •9 Crx 'd. 1 +,' I, '4' u, "1 C.N ' � ", ,,. q:r; ;`� ,. ki's:l :x.,.:, 'F�, } ..,,, y ,J,•f h.+ �b^jvl'r r ulr r '. ; -'i+:, ., .' r' , - '.lar . ,x. Cr�g7, 1` takav 4,:r nrl�, tl .;� „ , ;,4..I ;,"q r .: I" A.; tlr r;' :vk . k . A'IER�' 44."SiTe'1ULAk FOR SIie '.,",F Ir, 6whh d Il a'°"h.3 r a a„ a` ,l ( r T sn,., ",'S ,.+Ck} h1 , }^ 51 N., :J :f' "r .1ff, ,,,y rl, ,h V I u V I'II''' ,.I . O �e -+„urn x" ,r,.rt Y , ?i , . Is SY'r , :G Li : 1 ,.�I 1 }At ,Yn'. m f1 n 13 . w_ +,.,h' . tba . ,1 I.r . ,?VAI - i U;" ' I: A v ' ,J. C NON-RATEABLE' b L«"ir ,r•i>V T- r. . r(d ke• + "5 las y'ld 1, ;M'„1 fx lr'e i. +I f".I I., ��, ^ 8 / , A „adrAa.r+ ,,, .t. aI :„ek`'' I7 ,;"\,F L $4,..C,,rB r�, b rl r. t ';I„ r I,y. i, I I � ,.l SQIL � � SS r, ar' r IIrY r.' I 117 �� 1 , .d ^r Y t Q . G-24. n , id„ C I ' 1 1- 1 ' 8f1"{ ee I �'Rr ".1y� �' :,, d. - :h1pilI M V lira' 1 �1 Y e( ,, uF IY r f 1 n G=24.0 / 1 FPi q . f t., 9n Y r +1'ti�`r�" r 11n r Lr 5 d1AFd. + +'yd }I r Y ,,is it r I ix \ :I / i I V r "n9r„ '1 t111. 11 ,Y a 1, I '1'r s)I { [ -1[R�' 1111 14`I '� 11 �: I'i + ' 1 " + + ,,'} + r I �GOIJ7- 1_A,R,MATEW 6�MIN, (n II 'Irrrr 4 1 X4_3 CSA t% (Aer ", II r1�1 �Y; '�>t tw IT Y rri rS'� ' Fqt fIAI k rlhil" d �7: ' i , I Il; t 1!,r1 r ''.�, I I r T( TISO L ? 16Iz 1 I r t ,,)yr A41 dS Iri��9y4.�1 vv fki rlal Y r I i„ a �' .. PPOP05ED 10'AX3' EFF. II _ 1 '' w 1 pper . t )` r 1 z J t1. �,d r 4, I7 r 1 •„ -__ -w1 + ;n y17n 1 7 dF' Iyi r 71t w P "@„ t, 1' l }rl r I�C(v,'` !1 ; 9 p 1 UIDERLYINm BAND AND 6RISRL B,TRATAi F" DEPTH LEAGHIN&i "i ? I etlA 1 " 1 - I-" � / S .. I I . 4`�tit t 1'jt4!1:!",''-�JITO sl-�*, rl '" ! , r , : : t11. I .NOTE �. 25G / H/ CURB INLET (Ti ) / \ d r , \ 24 0 / \ LWT If 1` )t' Arl), t Ii+ r t,pk A\F ' : MIN:Fill I/4 4 ' � ,. 91PIlI. COLLAR DEPT" 15 N,OT,REOJIRED Ki RA'TFABLE MATERIAL EXISTS FOR FULL DEPTH, \ NA5 : i1'1+ 5Ar %F' l u A {'d J1 "F'r „I" '2.''COLLAR MATERIAL SHALL 5E CLEAN6RAVEL OR BANK FWN. 13 T6=245 14 ' .,'x ,. I "r , _ 1 5 G=24.7 - � PROP05ED�10'mX3':EFF, + +. + , h( 'M r1 r' JI , '5DR55 ,: .' ,. / V I2 „1 '' 1Y 'S 4'<!ir x41r{{r 1� '1{ .I%�1"14Y V, r"r i,I 4,' ! .t,'r i 1 r E! is I t , . ' ' I' r r .�PrT�I,�r (.y dr 3: AL.L,DIi!41Nf�F„,.'$TRIk'111RE5 MM'TIB.E WRAPPED WITH FILTER FABRIC. (G�Ff ��w�' G V • O I� ` DEPTH LEACH N6 POOL :''„ k :r "r t,14 tr [Am'FP x., ki, d z r'<7-a,S 5 tl l.,,6a : {v1:.II '�,b+ I' ' " � n 1 r l .I •t EY L B(/p O F r h a*F • / / kp. Yn „ w Mx „� ? \ PROP05ED / W/ SOLI© GoVeR�fT,Y,PJ I , r ; lad a-1Ss1/v fii! IJ',.r. k , M1 1�,; `4Al'�f, , wAI`:�r'}�' l II T i I{' ,. �{ , "! l.. „ "GI ��4� 6\ v v �. t 141 , , 1 +; �� , d-. i ISM.,�22.s r I, ! ANIT/A�RY L EACAN& POOL DETAIL 3 , ASPHALT / : INIf•'P.Lr " t<r yt( .11x1 '„ - - ✓ PARKING AREA 14�,-( WR4,O" f til l t' 1ryt,> r }id lr .,aYu Mlr g y r ',I, ' . . * A \ r.. I'll I i t�I,- ,Z'r ,J ,u i tr 1 :I-' w� 4 'rs;$ ' .fy+ .in r t til td, , INy' 13i 3jFJ': V' 7 Ila 1 'n ,4 ��T"TG7� i��..� ` W IT 1MCt irl 9 ;I; }!1 $ I xtif T „ t I t > 1 11I 2 __ i ITm 4 �$`-0 .'I I ;{�Y4i jL,iii ,1i.�iillo iw F('I '', "' I�hl (fir...; I , Ir,'I I y�� �J �� �f, y? rl'A I�k l , e V:',r + {,;I7 .,11: r Iv ' I'y �,i,I Q 30.9 a4 81'-4" I N T.I:. 'rya ';( t'S 4 tr aI i z,.; A. V'. i 1 : 1].y 1. Id PI k'r Ynq , hr p Y' Ip �' iK1,li.Tt y�`} 'IL'. 'I 1 it 1 prr , + "1+"rte A NP /'� 247 ,;.3 Y 1 r} " �.':rJ Y,k1 'i. I hurl,Ir" A , Ap ', '�„ 11;i tU`( V" TI T� ES51 V + a Ywrd4 [ @ f j- �� y��� ��Ap - Z4 v' M •dr. , {, r r X44=+ ^ G-255 'b •• .u' n t : y1. t T. , .. , „ p 5 E DATA PROPI s. , . �, t „i T r t'. r ye' r " ' � rt '4�, ',�,, r =25,0 3950 50.FT. RETAIL BUILDING 4 4 'I,�`L' ,r yrs.'.,l ' r `11 W'r' I 'i ,'f�'+',4'', ;1^ ri,,,kY"', + I, s n'�- "I T 19n iy - 5` I" 4s`'�'ga '.1a7 r' IE"FL.OW;(QENSITY)r, T i"IO,L D (2"IOtJ MAI F OOR::t 1550 I ';'..3._� ' 'I' ,r 1, ,1 . ,, ' ° rf .°m ,e""I'S:7 i#f".,,0 "I- iTY� I,,.11, t 'KY jl,�il; la f� :: 4` iI'IWJN r�l�,� rr'.;�7!I":,?sI TORI N Dr1E'1,IV (WITNESS BY 54OH5 sa 7 s4 5T �}• H N ?2z Ill vi Ih d YI.1',L i t- r- I iry�,.Ij t t,.ly }r kLr47,,1�y # x kit, r I `� ri ' GM �yyy,�. :r. Y 'kN' �llf hE,F^ MANAE+L511`ETx 6CJGl FaPC3/�,}�p - QJRA6E 1•r7EG Alr 165) ��Y",, ''ar,, :,k �j44 C` 5,\r I:SF ?r,� f.4�§,ly'11,�I, .L'I .. ' ,I,4 Ir.,r 4id�,C I: u If C 1 .I�V "'i", `:I ':Iv ,.. '�'F�1". ': ('^T'�4'1^ N 2.1.0$) [z p� LINA .._........_ I V l . •'_• ." 6 r 4' Mu,F t' rY A.I '+J;rrfill, �1 In ,.I r o .1. S4,I AIL' R�� F g12.4'a5P17` EL.39.9, <5-1 (AT EL 250J ____ n _ I r ( •, iL fl, ,q• 1, 1 I �lq ani 11,11A 5;L ;i hl'„ r1�. p .,r a ,Li „ {': rt �.y i'I:Iy,� ,':' O i MONEO SAND 4 LOAM 9 G=25.5 ' G� it 17 . I n1 L, kiy qm! !T i t1 rf li},, kr;try9..nT'' a1 T:1' {4'� '+' / , I ✓" Ir PI"lIR#OM4 i.,..1, . cR;cTOf H^�lll��-, \ %a w .x11 , 1e f11r If,{,h,: l A,z 1 „i r Ir ,,IiI?rt ��d ;�!I I, I I�,. I� f q �tax .r!rr,' ,a . -�1'�Plt}b':�L:IA6' 1� � wll,a,�? � J6il �"AfiEA".tF^I IJ' �`.a(I'�.pTr � 21 =25.0 : �,;! ,I '3f 3 t �L g1eI i _ Iii ^, 1hl. G' rr' v+r ,p„ ? I to : 1 : ,tl t ),'�4'� l ,i Sr 7' k," !'f' �'. �Y i' ?'tb'Tll( :I'R.f rrl rn i. I : ' = ply 11 : ,�. I ,,,.: , fq V r �ryF. qtr. �j ',e, > I, :{ : 1y t 7 y, }, ,,1 111, ',Ire +,tai :F !t$ l:yl<I ii , I,tl r1, \'a!'1.t' Fr ,rl yT �, r.id JS {, r }i( +1 ` ,K' ' va b.M'..N �W II A BROYdI CLAY GN '1�. O ,mo \ Ai .r 5"rT,'F� ;S ar',4rJ�71 nt.4,. .f`r 4 I7 d, 7F1 C � -1 I&. ,xhI It '+x � � 1 '. d re, 7.r I 'I'. {U r � I ^YI I M1x - n f '4',(;r 4i td Le%I"(IiI AT,.YJF' V iVOV Ct ,S,�'t, rt^I,N`u '"VS", iNf ,I 'y It7 II V ;,,r I 117 1 R % F.F.!25.5' I }r I. 4'Q. ''E_1l 4,,r, , ' , 1Y "i ^,y,,�� t, - 25'- 24 '' \ `Irl «', 1 ^i Ni; 1 kf, el SFa' , 11 -I, Ili"'.I:F,yit Y `e`4 rnA4,s � E ,' J :i�l ,I,I ,M'+3`."Jr,.,..Yl-,+- ,02O,7'w.F . 1 r7 NOVI 247 -. ! v i41,^ .Ip yl T,f: , i ,1 .,.11 "^' -1 v i" y.I e.} ,11 I +P x1 s I _ 1d II., r: '�. E.. ICS' 1_ O 01 -2„ - % 1i g111 $, 1N,, aro, ,t 'vl'J,AC t rlbj ,-b o-. ,1 . I I,C, ° ". ', t r r .I;�Ae(IrAR'r �'2L7C? SQ.FT. X .43 ab FiPO' 90' �Y V FRED ROBERT 5GHOEN5TEIN 3N iLY. ?! '�, IAI'ro', 1a *5,''A t1<'it"i t 1: -r ,t: + aw lF 1 + = I' : r Ir '•`d r. .[I y� 1 r�4 p ',a f' t „S, r 1 : 1.. 1 n a tt I ,,+Ii ',. ra I A' 'lyrx 'ar i'_ rp E f u,tii 1,(g({! r , i. I�,s"r1•', L�N 1 T: I .12,• .1441 4'Y: }- U JOSEPH FRED SGHOEN51"EIN 1 1 RTV, I '• .• Wy F }Y rl r' w lL ,ryl,y ra T t k r , A11 ' 1 w r�, x � sra i 1. �.., „ .,'1.rF kr ,v ! )r.^, 'r . ,R'I. ole IV`',`, {'�:yy,�' ..,. , - 'i f t}14JI'"" , 4: rf .111-0a ,t „1„� I r, :r f, _' Uj Z ZONED. GENERAL BU51NE55 �, " r ,-I-rM'r il,+' t ,b 1 r { r a ti A` r wl ,r6 1' ' . . r „v, ° y i rIV, flI'T r t r W , If_1 D Jr' l \ I T d Y PUBLIC WATER I 2" ` I 5 ,r , 1 I'y,"'Firl d, 'I Fx�fS,.,,tr ' \ "w !r*71n'yr"g-1 ISLT `L n..l n " 1 " I I I Cat l,VVl�.'r ,' 1!P3 bPD - p\\ 4 �0 m/\� _ �1�11,, 4 4�i I?r ha'�Tti,r;7'.'e � CCr jJM ', 4 aN'Cq'''1�{14 �U.45',ty .II'r ( +' �u ', 't, '"1 ,:{v. �a'1' I 'N ,, - ` C✓ ci {$ 1 i1 \l�' I �� 1 -PROPOSE \: d'' r Ii ,V " u ¢ 1 . yl }Y, CN r, rn *,!fx, 4 M . 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I ,, . � I :" � �. - � (QLLAR MAI I Z!3 .P-4- 1 �� :,�j J.,�,", 6,,"��...� ,I.""I .I , I I ��� L I �'6 I I , 6 i -- �11 I I ,�I , I ,,,�' �,,�I�� �,, I ,,� I . , ,' 6 6 1 , � ;.Ll 6 1 6 II , �6�:r 6 6- MIN. m I � '! - ; i' , 1�i� 6 , I I �I I �, I i �, I � I� :,�� r ���I"I ,%,, .� � , 1 ;; '7'', 6�' t,I , I WENEMATION) � 6 ,, ,, , ,L� I r,6 . ,, . �A`�"11�11��'Iv��,�, Ill' I 1, - 11 '' � i: �, RATEAME SOIL I-ri �, I �"�'j � 6 1 .2 I I, "i " 111- 1, I ­ "W", , � .14- .'�, � ri , � I ,r " . � : PROPOSED IOV> I I Ir L � ,, ,�� I �, , 6' ,I '� , ,I, : I 11 ... I ,I ,� ,;�,,� , : r � L w I I I 1. 'r ,"i I I— , 1 14 -I ""6 , � t, � , 1.I , ; �I I i 1, 6 ;"7" "I', "� ; ��§ '� I: I , ,6, "�;66 I' - � -- - --- - -JI � : DEPTH LEACHIN&-PGG � �6. �'�f!"L , "�� '� "I" �t� III !� I,� , � I ' L 6 : � VVERI-Yi" SAW AND eRAVLL6";ATA \ 1' ; vi/ GURS INLET (TTPJ / ) I I : I'�,,, ,��,;'I"P�-t I",� I I : 6 1:"L ��',��p,�� �"� � ,�� ,, I 1 6 . I I�- I '' 6'6 ", -',I, ',I- 6,� �'�, ,I , I.,I"i... - !, ,, I I, , I I L I �.6,, 1 1 ' 6 ' r Z5 61 - ) � I , , , r �6� �', -�6 , I, I r H / �,"; , , � ' . r NOTES , I k 2-�-Q / I � III - . I.",1,I, ,� � , � I '' ' . L . tI 11 I., �0. , IIm , I k " 11�, ' "' � MIN FITCH II A' . 61. WLLAIR DEPTH 15 NOI WIEN RATEABLE MATERIAL E>35T5 FOR FULL DEPTH. L I � - k 4 " I If i ,,,,, � ,, r !�L,�� ro 1) I , : I -.--- z =, III,,' R I - -1 - I 1 I�-,'61',"� 6,I r I , .LFAI I "� m I r I I JI "MI - I IAL SHI BE CLEAN aRAvFL oR BANK RUN. - 12 Q3 PROPOSED 10'41x3"EFF ,� ' , ,�6%1�,,�Lj ,L , ,., .Ill, . �6 t " ��,,,',Ij 2.'GOLLAR MATER � , ,.,"",,6�, L I, I I T, j, I 11 I- 6. - ,- ,��, I ,� , SM 55 ,I I I -,; 11 1.� : I I I I I ".. r � I, I,III , 6 FrTIG � r I . . 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I 0 . -.1 -1 r1i GRAPHIC E : �� , � ' 1 2-%5, 5II � r 7 , . qr:� 11 . �,, i� 2 r " . _ , I,,,i,�,,I ��'r,L 4-4� 1 � , *, - LI t, � 11 I, I I � -'!��i",:�'C��6� 0: "'t�II!' �,"� ' �� I' � ' -.. . . I - ------ 11 I, -7 � - I � ­�'F' ,,�,W",I,,�,,,�,."� ,I--t- -,7--,6,,�,,-I--,-".-""-"-�,-�"6-"�"--"-- 1�� ..1.1-0-�--------.--, --I 11 I-1-1 -1---,-- : I '6�" I I , . I � , I . �� � � ��I;��A I� � ;�" ��'��=--.16­�� -­��­­ ­�-­',�--6�,­�­,- . -,L I Ir 6 1 . I I � I�I 'jtI`�!, - � �­ 4 � -1 I. , ,6 L . �, .,'Ii,'!I- i':� ��,. '.�'i.I I '. I . . :� 1 'r � . I I � I I . Y � { WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USES SEE DETAIL SHEET FOR GROUND SPEED EXPOSURE SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LIVE DEAD FLOOR OCCUPANT ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY FIRE AREA TYPE OR CEILING HGT. HEIGHT BLDG. AREA HIGH WIND CONNECTION SNOW DESIGN LINE LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION REQUIREMENTS MODERATE SLIGHT TO FROH 1995 100 PSF PERIHITER EDGE ZONE • 31.2 pef FDGE ZONE • 29.1 pef FIRST FLOOR • 2440 BO.FT. TYPE V6 SEE FLOOR REQUIRED 40' REQUIRED I STORY - 6,000 60.FT. 45 f 120 IS C SFVERE 36° II YE6 40 pef 20 pef SEE FLOOR PLANE A-2 ,M e S pe TO HEA VY MODERATE FIRM MAPS TALL FLOORS) INTERIOR 20NE • 29.6 peF INTSRIOR ZONE . 24.6 pef SECOND FLOOR • 2016 SOFT. SPRINKLERED PLAN ACTUAL. 2Y3" ACTUAL., 2 STORY - 4456 5O.FT. OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THI6 SET CONT RIDGE VENT —SAS — _ PHALT ROOF SHINGLES TYP g 6� _ 12 _ _ O p -- -- - - -12 - - - - - - - - - - ---- -- - - -- - - - -- - - -- i D o or �¢ --_ - - - - -- _ _-_ -- _ - w - IL o � PROVIDE FIRE BREAK IN - - - — - - --_ - - --._. - _ -- — — — _-- — PROVIDE FIRE 110 IN - — ROOF EVERY 10 MAY ""-� - __-. _ _ —_ _ __ - _ _ _ _PORCH R O v m _ — — - OO �- � 0 O 01 4 Y 9 im 771 H.C. ENTRANCE i i H.C. ENTRANCE , I I 1 I 1 I I I I I I I I I I I 'T ------------------ I I I I W m------- ----------------' m — — — ------------------------------------------------------------------ ---------------------------------------- I SOUTH ELEVATION JEST ELEVATION a Y n Wl ff r .m9 ,7 Baa X z UL miff E— oWco CONT. RIDGE VENT W a rl In - 03 - oa __ _ - - � - --- - - - - - - - - R�fESSIpNP �- - - /VINYL CEDAR IMPRE5810N561DING/ -- - - T - - -- - — .--- -,- - - —_ _ - _-- -� - -- -- - - — - -- - - _ — _— JEFFREY T. BUTLER, P.E, LL __ — yl } m - oo - - - - - - - - oo - - - -- — - — - - - _- --_ - AL STAIR AND RAIL __ c _ - _ _ -'- _ _ _ _ - - - - - _ TO GRADE PER CODE - - - Z w -_ LU , I I I L I I I I I I I I n I I 1 I 1 I l lJ Jl _, _ ___________i• LLi I EAST ELEVATION NORTH ELEVATION PAGE : F 11, � � u IA dN949UL NOTES, 4.0 c'r,RLrnQAi STEEL SA CAKM66MON NWM, PIRE KARENAL NoreSi DEAD IN ACCORPANCE WITH I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,PROP05M AND EXISTING. If ANY a%UT/atlon work ID to be Performed, proper IentlFlcaUon and mrkkg of 1 ALL STRUCTURAL STEEL SHALL BE DETAILED'AND FABRICATED I. IN CASE OF CONFLICTS BETWEEN THESE PIANS AND 60VERNING COS, LATEST A.I S.L. SPECIFICAilONS. BEAM SPLICES SHALL NOT BE PERMITTED UNLESS PRIOR TO START OF ANY CONSTRUCTION. underground fat1lttles la required In accordance with park 53 of the New York State Industrial THE 6OVERNIN6 CODES) SHALL APPLY. SHOWN ON THE SHOP ORMIN65 AND APPROVED, AND NOT CERTIFICATION OF THECod WELDS PROVIDED. 2, CONTRACTOR SHALL EXAMINE THE SITE LOCATION AND VERIFY ALL If the of work Hill affect existing fire protectlon equipment or systems, sold 2. REFER TO THE LATEST RELEASE OFA 5PECIFILATION UNLESS SPECIFIED xNpe Cry OTHERWISE. 2. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS CODE E7QSTM6 UNDERGROUND TANKS AND CONNECTINS PIPING PRIOR t0 TIME syaFemp shall be plrokected against physical damage and (alae activation .. . y, OF PROPOSED WORK i'- 3. ALL WORK TO CONFORM WITH TOWN OF SOUTHOLD, EPA REGULATIONS, 3. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION A5,T.M. A-36 If any fire protection equipment or system Is taken out of service or Isolated, It eholl be �:'•'r NFPA SPECS.,NY. STATE (D E'. 4 FIRE PROTECTION ASSOCIATION), SPECIFICATIONS. EXCEPT PIPE TO BE A501 OR A55 &R. B AND TUBE TO BE A5OO 3. THE CONTRACTOR SHALL BE SOLELY AND DIRECTLY RESPONSIBLE TO THE done so by a person who Is licensed to work on sold equipment. UNDERWRITERS LABORATORIES,FEW YORK STATE UNIFORM FIRE GR. B AS APPLICABLE OWNER AND OPERATORS OF SUCH PROPERTIES FOR ANY DAMAGE, PREVENTION AND SALVINO LODE q(B) NYGRR, SUFFOLK COUNTY SANITARY CODE INJURY,EXPENSE,(CSS, INCONVENIENCE,DELAY,SUITS,ACTIONS,, OR Prior to CC, i isroFng work an My fire protection equlpment, all necessary wtlNcatbns ARTICLE 7 AND 12, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, 4. ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP GOAT RED OXIDE GLAIM6 OF ANY,CHARACTER STEMMING FROM THE CONSTRUCTION Includi g but rot IYmtted to the local fire depertmenE, shall be made. AND ANY OTHER AUTHORITIES HAVING JA15DIGTION. PRIMER, EXCEPT A5 NOTED. EXAMINE THE AIRCHITEGTURAL AND STRUCTURAL DRAWINGS OPERATION5 UNDER TH15 CONTRACT. FOR ALL ITEMS TO BE HOT-DIPPED 6ALVANIIZED AFTER FABRICATION. ALL EXPOSED If the systems ora slant down For more than one our all work shall be performed when the - 4. OBTAIN WRITTEN APPROVAL FOR COMPLETED INSTALLATION FROM ALLEXTERIOR STEEL TO 8E HOT-DIPPED GALVANIZED. 4. NEITHER THE OWNER,OFFICERS OR AGENTS OF THE BUSINESS SHALL BE building It not acaupled An approved fire watch shall be provided For the entlre building until GG OVERNINAl"40RITIES HAVING JURISDICTION. RESPONSIBLE TO'THE CONTRACTOR FOR DAMAGES AS A RESULT OF THE 5, THE APPROVAL OF PLANS Alm ISSUANCE OF THE PERMIT TO CONSTRUCT AN 5. ALL CONNECTIONS TO BE SHOP HELPED FIELD BOLTED WITH 3/4 IN. A525-5G CONTRACTOR'S FAI:)1RE TO PROTECT UTILITIES ENCOUNTERED IN THE the syefem(s1 IsCane) placed back In service. ' hADDMMINI5112ATION BUILDING PROPOSES COMPLIANCE WITH THE SUFFOLK COUNTY LOAD INDICATOR BOLTS. BEAM GONNECTION6 SHALL BE DMI&W U51NS 6O%OF THE COURSE OF PEiRFORIyING WORIc WIERE THE CONTRACTORS OPERATIONS If trOPFlc sale we provided, or existing signals modified, same shall be equipped with on ~ 9NWITARY CJJDE. IT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ALL ALLOWABLE LOAD FROM THE UNIFORM LOAD CONSTANTS IN PART 2 OF THE AISL COULD CAUSE DAMAGE OR INCONVENIENCE TO WATER,FIRE PROTECTION OpklcomW+ 1,22 Emerge" Vehicle Traffic Signal Preemption System as manufactureq by the P OTHER APPLICABLE LODES AND REGULATIONS WILL BE MET PRIOR TO AND MANUAL bTH EDITION WING PLATE HORIZONTAL BOLT ROW DISTANCE TO EE AS SYSTEMS,TEI:EPFKFNE ELECTRIC 562VILEB,SANITARY AND STORMSM hhK`` 'I ' o0RIN6 INSTALLATION. SHORT A5 P0551BLE WHERE APPLICABLE. WATER SYSTEM,THE OPERATIONS SHALL BE SUSPENDED UNTIL ALL Lorpratbn. 5y -,• ' ARRANBEFffNTS NECESSARY FOR THE PROTECTION OF THESE UTILITIES Hall coverings such as wood paneling may be used only If It meets Interior Finish requirements b. EQUIPMENT GFHANSES REQUIRE PRIOR HRITTEN REQUEST FROM DE516N ENGINEER, b. ALL STEEL ll OR PIPE COLUMNS TO HAVE A MINIMUM OF 1/4" GAP PLATE EXCEPT AND SERVICES HAVE BEEN MAPS BY THE CONTRACTOR n WHERE NOTED OTHERWISE. BOIIerRunace equipment shall be separated from the remainder of the building, with Fire Y T ALL STEEL JOISTS SHALL BE DETAILED, FABRICATED AND INSTALLED IN AGCARDANCE 5. THE ENGINEER OF RECORD 15 NOT RESPONSIBLE FOR 517E SUPERVISION realstlns Construction of at least one (1) horating. All openings shall be protected with f% self-clostg Fire door assemblies. IC WITH LATEST STEEL JOIST INSTITUTE AND AU Sr, 51PE4 IrICATION5 AND ALL LOCAL, 6. TOWN OF SOUTHOLD PLANNING,BOARD SHALL BE NOTIFIED BY THE STATE AND FEDERAL REQUIREMENTS. ALL HELDER5 SHALL BE CERTIFIED PER CONTRACTOR 46 HOURS IN ADVANCE OF ALL CONSTRUCTION Storage/stock roams shall be separated From the remainder of the building with Fire resistive L+ AWS DI.I FOR THE APPLICABLE WELDS AND (POSITIONS, BRIDGING SHALL BE conetructlan of at least oro (U hour rating. All open" shall be protected with self-Uosing - I. ALL CONCRETE SHALL BE ED By T AND CONTROLLED BY AN INDEPENDENT HORIZONTAL. JOISTS AND BRIDGING SHALL BE DESIGNED FOR WIND UPLIFT PER a •a . rH LABORATORY A5 APPROVED O THE ENGINEER,AND SHALL HAVE A MINIMUM 26 DAY LOCAL WIND REQUIREMENTS AND AS NOTED ON THE ORAWING5. 7. ALL CONCRETE TO H E SIDEWALKS,AND DRAINAGE STRUGTD fire door assemblies. GOOTINSG IVE STRENGTH AS FOLLOWS: SHALL CONFORM TO THE TOWN OF SOUTATIONS. PLANNING BOARD FOOTINGS _.............. . 3000 PSI (2' MIN. 4 4' MAX. SLUMP B. LINTELS SHALL BEAR A MINIMUM OF 5" IN MASONRY WALL AT EACH END VNLE56 STANDARD DETAILS AND SPECIFICATIONS. Stals Mall a0 Iyy with the following, Riser provided shall be between 4` t s, Tread depth ,u.,,"! W/5 5K. MIN. GEMENT) shall be at leek N". 4" and Mall be provided an both sides of the stairs, with heights of _ FLOOR SLAB,TOPPING SLAB AND .... 3000 P51 (3" MIN. R 5" MAX SLUMP OTHERWISE INDICATED. b LOCATION AND GRADES FOR CURBS AMID WALKS TO BE VERIFIED WITH sero being betweon 34" and Bb" above the finished tread. 612,ADE BEAMS W5 SK. MIN GEMENT) THE TOWN OF SOUTHOLD HIGHWAY DEPT. PRIOR TO CONSTRUCTION. 6ROUr FOR MA50NRY WALL5 .......,. 2000 PSI, (b"MIN. s 10" MAX. SLUMP All oto" having open sides, meuanAxa, open stair wells and similar openings, shall be, 4,•.;, + 6/FC�F) I ANzfl1P'-+ 9, THE EXISTENCE AND LOCATION OF ANY UNDERGROUtND UTILITY PIPES, protected with Immediate rails or ornamental atterre, Installed In such a manner that burl SK. MIN. GEMENT) 5A CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY a 4' sphere eemot pass through. p °r 1 n A SEARCH OF THE AVAILABLE RECORDS, IT 15 P055ID-E THAT THERE y " 2 A WATER REDIILIN6 SET LONTROLLIN6 ADMIXTURE EQUAL TO 'POZZOLITH', AS MAY,FOR THESE ITEMS, BE DISCREPANCIES ANP/OR OMISSIONS IN THE Height of this prohectfon shall be between 34' and 3G,'M stays,and a minimum height of 42" FL`!;, ` AFFROVE3)BY THE ENSINEER, SHALL BE USED FOR ALL SLAB CONCRETE WORK FOR L THESE ORANN65 ARE PROTOTYPE DRANN6S5 AND ARE FOR ESTIMATING PURPOSES ONLY TS PERAILRES BELOW 50 IDEGRfg F. AND FALLING fM 65 DEGREE F. AND RISING OR BUILDING PERMITS SHOULD NOT BE ISSUED FROM PRINTS OF THESE ORAHINC-f LOCATIONS AND QUANTITIES OF UTILITIES AND 57RUGTURES SHORN. TO for other openings. FOR CORTO BE PUMPED, ALL CONCRETE WE5SI WORK SHALL HAVE A TOTAL OF 5% UNLESS THE PRINTS ARE SEALED WITH AN IMHPRON TYPE SEAL AND SIGNED AND NCETE THE BEST OF OUR 1040 .EPM THERE ARE NO EXISTING UTILITIES Ian ENTRAINED AIR.GONSIDERIN6 ALL ADMIXTURES INCLUDED IN THE DE516N DATED BY THE EN611NEER OF REGORO. EXCEPT A5 SHOWN ON THEM PLANS. THE GONTRACTIOR IS REQUIRED outside stairs shalll be separated From the Interior of the Wild lnq by walls with the some fire MIX,AND SHALL CHDINFORM TO ASTM G-260 TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES reelstance ratings, Is required For enclosed stairs, IncludingNxe or self-close Ing 2, SHOP DRANNS5 OF All PRECAST CONCI IE, REINFORCING SSTEEL Adm GLA55 "A" SFIOHIN ON THESE DRAWIN6!3. THE GOAITRAL70R FURTF7ER A59LME5 ALL prakeakNe. This a:anatructlan shell extend verticall� from t ground to a polnt0 Fk,above •'x,r LIABILITY AND RFSRON318ILITY FOR THE UTILITY PIPM,CONDUITS OR the topmost landing of the stairway or to the roof-Ine, whichever Is lower, old at Ieet 10 3. ALL FLOOR SLABS SHALL BE CURED WITH AN APPROVED G1RIN6 COMPOUND AND STRUCTURAL STEEL SHALL BE CHECKED AINm SUBMITTED TO THE ENGINEER AND COVERED WITH WNITE 6 MIL POLYETHYLENE AS SOON AFTER FINISHING AS POSSIBLE APPROVED BY THE ENGINEER BEFORE FABR2IGATION. A MINIMUM OF 2 WEEKS SHALL STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAHSNBS. ft.horlwnwily. AND TO REMAIN FOR SEVEN DAYS ALTERNATE CURING METH005 MAY BE SUBMITTED BE ALLOWED FOR ENGINEER TO REVIEW'EMCH SUBMITTAL. +., FOR,APPROVAL. 10, THE CONT'RALTOR BNA.L BE SOLELY RESPONSIBLE FOR MAKING THE Outside stars shall be wrangpd to avoid any Impediment to their use by persons having a 7'i+ 3. ANY OPENING NOT SHORN ON THE STRUCTAR:AL DRAWINGS GREATER THAN I'$' IN EXCAVATION IN A SAFE M G's 4. PROVIDE ONE LAYER QF 6 MIL. POLYETHYLENE DAMP PROOFING UNDER ALL FLOOR ITS GREATER DIMEN51ON SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR • THE CONTRACTOR TO ENSUE IDE APPROPRIATE fear of high places. For sta more than three stenos In height, ay arrangement Intended APPROVAL. SLEEVING OF BEAMS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL IN TO RETAIN FJ(GAVATION SIDE SLOPES TO ENSl1RE THAT WORKERS to meet this requirement ahold be of least 4 FC m height, SLABS ON GRADE. IN OR NEAR THE EXCAVATION ARE PROTECTED. CVN5TRULTION FENCING OF THE STRUCTURAL ENGINEER. SHALL.BE FURNISHED TO PROTECT THE EXCAVATION. H.V.AL, 5yaleme shall be dealc�etl and lrotalled In accordance with the applicable N.F.P.A. 5. ALL CONSTRUCTION JOINTS REQUIRED IN THE CONCRETE WORK SHALL BE APPROVED standards Including but net IM,II d to N.F . 31, 90A, %0B, 54,oto. Submit! a notarized BY THE ETIGINSER. 4 REFER TO STRUCTURAL SPECIFICATIONS. 11. CONTRACTOR TO BE RESPON51BLE FOR PROVIDING ALL N@GE56I 94ORINO affidavit attesting W same E'Ew DESIGN CALCULATIONS AND DETAILS,A5 PER OSHA,2q CM CH. At. 6. A,L,5LA65 SHALL BE POURED IN AN ALTERNATING STRIP SEQUENCE, WITH CONTROL 5. ALL CONFLICTS OR OMISSIONS BETWEEN Pf;R INEf, NOTES, SPECIFICATIONS AND All concealed or cased off spaces above ceilings or other sMllor areas shall be provided JOINTS t METHODS AS APPROVED TIE ENGINEER. PROVIDE FLOOR SLAB CONTROL SITE CONDITIONS SHALL BE IMMEDIATELY BFRM61NT TO THE ATTENTION OF THE 12. INSTALL AND MAINTAIN 5111 SHEETING,BRACH&AND 5LOPIN& with suitable access From either the interior r exterior of the structure whenever said JOINTS A MAXIMUM OF 20 FT. CENTERS EXCEPT WHERE NOTED OTHERWISE ON THE ARCHITECT AND EN6INEER NECESSARY TO SUPPORT THE SIDES OF THE EXCAVATION,TO KEEP AND TO spaces eontal any Fire deteeEkg equipment or devices, This section does not apply to P-7 DRp1, NOS PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS, spaces that contain only wIrIj or piping for such equipment or devices Access opening , 6 THE CONTRACTOR SHALL VERIFY ALL DIMETN510N5 AND ELEVATIONS BEFORE 5TARTIN6 UTILITIES, FOUNDATIONS, r-OOTIN65,UTILITY PIPE BEDDING OR STRUC.TUREI required by this section Mall hwe a minimum Clea' openYq of not Nese than 24 Inches by 4b T. PROVIDE A 3/4" X 3/4' CHAMFER OR TOOL ON ALL EXPOSED CONCRETE EDSIE5. WORK, AND SHALL NOTIFY THE ENGINEER IHIMEDIATELY OF ANY DISCREPANCIES DAMAGE OR DELAY THE WORK,OR ENDANSER LIFE AND HEALTH. INSTAL inches Oro access opening shall be provided for each 3,000 square feet of concealed or AND MAINTAIN 5HORINS,SHEE.TIN6,BR,GINS,AND SLOPINS AS REQUIRED closed-off space. W 6- ALL GRADE BEAMS AND FOOTIN55 SHALL BE CARRIED INTO FIRM MATERIAL TO A T. WERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE BY OSHA AND OTHER APPLICABLE BOVERNINS RE6U-ATION5 AND AGENCIES. DEPTH APPROVED BY THE SOILS EN&INEER FOOTN65 AND GRADE BEAMS SHALL BE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE p _ POURED IMMEDIATELY AFTER EXCAVATION AND PREPARATION. WHERE FOOTING AND DRAHIN65 Access opening shall be arranged so that the -of? spa boors not ax from any opening to OR 6RADE BEAM EXCAVATION BECOME CONTAMINATED WITH WATER DUE TO RAIN OR 13. THE AREA OF SHALL EXCAVATE WITH NS. A E GARS BY HAND IN the Farthest raa of each carcealed air closed-off space does not exceed TS feet. 711 rd'^ OTHER,THE FOOTINGS AND GRADE BEAM COMPACTION SHALL BE EXPOSED AND b. ANY CHANCES OR DEVIATIONS FROM THESE PLAN5 MUST BE APPROVED IN HRITIN6 BY THE AREA OF PROBAOLE UTILITY LOCATIONS. ALL UTILITIES VERIFIED BY THE 901L5 EN6sEER. THE ENGINEER ENCOUNTERED SHALL se DEEMED ACTIVE AND SHALL BE SUITABLY Every access opening door a covering Moll have the name Fire resistance rating a the Y� l��Nl �Y }) PROTECTED BY THE GOMRACTOR. THE CONTRACTOR SHALL Nwi-c011Fg/floiof 4rerrbiy m which It 15 located I- Fy!;; q, REFER TO 901L INVC5TI6ATION REPORT FOR ALL STABILIZATION, 51TE AND 5UB&RAM 9. DO NOT PLACE FILL AGAINST ONE SIDE OF WALL,UNLESS WALL l5 SUPPORTED TOP IMMEDIATELY REPAIR E%15TIN6 UTILITIES WHICH ARE TO REMAIN AND TV PREPARATION RECOMMENDATIONS. REMOVE ALL TREE STUMPS,SOFT AREAS AND AND BOTTOM BY PERMANENT CON5TRUCTIQN OR 15 ADEQUATELY BRACED, COMPACTION THAT ARE DAMAGED BY Tiff PERSONNEL OPERATIONS. IALH REPAIRS Interior fInIM an walls cad cellYge shall lx at lest Clan B. W r VEGETATION FSCARIFY AND STABILIZE IF REQUIRED TO OBTAIN COMPACTION. WITHIN 3 FT. OF HALL SHOULD BE PERFOPFfll BY HAND. SHALL S MOPE BY QUALIFIED PERSONNEL WITH NEW MATERIALS U51N6 a sT METHODS WHICHRISTI ARE SUITABLE FOR THE ORIGINAL UTILITY In exits, stairways, p red,Close may M real of pblic aesemSly,ca^peting shall be Cease I. H a Qe LAY DEROLL (A OPTIMUM MOISTURE CONTENT TO 95% (N-2%) STANDARD PROCTOR OF THE SOVER IN AND WINCH COMPLY WITH ALL LODES, ORDINANCES If build"la aprmk[e red,class 2 may [+e used r Q3'4.;,..•' DRY DENSITY (ASTM L,SAN OF THE 80VERNIN6 AUTHORITY. ALL W 13UI INS FILL,SAND CUSHION MATERIALS,AND TRENCH BACKFILL MATERIALS T.F�y�� ��yF�� signs amen tailledIlItmenotede exit ogre at all ..It. and approaches thereto, Directional ..It "DLL BELOW BUILDING SLABS AND 5'BEYOND SHALL BE COMPACTED TO A MINIMUM OF 6.0 i 21212L J�JIM 14. THE CONTRACTOR SHALL EXCAVATE TO THE DEPTHS AND Hil A5 SHOW. 4s cry M X g5% (N-2%1 STANDARD PROCTOR DENSITY (ASTM 0-698) PLACED IN b" MAXIMRI el shall Im edil ed In a locatlan where the direction of travel to reach the renes! Fk'1 mo LIFTS. THE CONTRACTOR SHALL RI TIhY THE OWNERS NOR FO ENTATIVE PRIOR TO exit b not Imnedbtely apparent. U.w)'" STANDARD FILL SHALL BE NON-ACTIVE WITH A MAXIMUM PLASTICITY INDEX OF T TO I, ALL HEADERS SHALL BE 2 % 12 UNLESS OTHEERWISE NOTED, THE START(DF CONCRETE REkNALS.ALLOW FOR FORMB,WORKINI6 SPADE, ' 20 AND A LIQUID LIMIT BETWEEN 28 TO 40. AND FILL. 00 NOT CARRY EXCAVATION FOR SLABS DEEPER THAN THE install approved emergency lighting throughout premises. -`• _ y; 2 ALL WOOD BEAMS, TRUSSES Alm JOISTS SHALL BE 02 K D DOUSLAS FIR ELEVATION SWORN. EXCAVATION CARRIED BELOW THE GRADE LINES SHOWN Branch Clfe¢dl emer t equipment shall be the same trench circuit as that L ( 4 EXISTING 517E MATERIALS IF TESTED MAY BE USED FOR 5TRUCTURAL FILL. EXCEPT A5 NOTED SHALL BE REPLACED WITH THE SAME FILL MATERIAL A5 SPECIFIED FOR gd d I^9 co necl d %. UTILITY TRENCH EXCAVATION AND BACKFILL TO BE COMPLETED PRIOR TO ANY SOIL THE OVERLYINS FILL OR BACKFILL,COMPACTED AS REQUIRED FOR SUCH serving the normall 'l;1 g m pry and wnnectetl ahead W any local switches. STABILIZATION WORK OR SUBSEQUENT STABILIZATION OF THESE AREAS TO BE 3. ALL J015T5 SHALL BE FRAMED INTO FLUSH BEAMS WITH APPROVED J015T HANGERS. OVERLYING FILL OR BACKFILL. THE CONTRACTOR SHALL CORR5CT ALL EXCEPTION, IF Ma provisions of aectlon 700-12(e) of the National Electric Gods (Igg(,) are O PROVIDED. OVER EXCAVATED AREAS AT THE CONTRACTOR'S SOLE EXPENSE. compiled with -ANDD- the light" olrwlts are staggered In such a way that allows light fV UTILITY liiBICH BACKFILL TO BE COMPACTED AND OF THE EXCAVATED MATERIALS OR _E 4. ALL BEAM TO BEAM CONNECTIONS SHALL BE MADE WITH BEAM HANGERS CAPABLE OF spillover Into any Tarso witha follad IgMing cicul . t• ,_„ OF FILL MATERIALS HEREIN SPECIFIED 50 A5 TO MATCH MATERIALS OF ADJACENT WPPORTN6 THE LOAD CARRYING GAPAGIITY OF THE BEAM,UNLESS REACTION IS R1 $ STRATA. SPECIFICALLY SHOWN IN KIPS (YJ ON THE PLAN. 15 THE CONTRACTOR SHALL NOT REQUIRED OF ALL FRAM AND UNSUITABLE Install and by a I'll rd fire detecttachnIclan rm system !the State the premises. All work Mall be ,y7 OF THE ARE OF WORK. NOT REQUIRED FOR BACKFILL OR FILLS,OUTSIDE performed d Vale IFS alarm Fire clm al's Office a the State of New York A separate permit NI, CONTRACTOR TO PROVIDE DRAINAGE FOR ALL E%CAVATIONS 50 A5 NOT TO CONTAMINATE SWMOUNDINO OR ADJACENT SOIL BELOW ALL SLA85 AND WITHIN 5' OF THE BUILDING OF THE AREA OF WORK, IN AN AREA WNICN 15 INO SILLE IN ALL Mall be obtained (From the Fire Marshal's o1Nce prlr to Installation, i 5. NO HOLES SHALL BE GUT THROUGH BEAMS OR JOISTS EXCEPT AS APPROVED BY RESPECTS D RECEIVE SUCH MATERIAL. EXISTING RI A SH A L BE L TO (IFI A,. T , - FEI211-ETER. EN6INEC-R BE REMOVED BY SAW GUTTING. EXCAVATED MATERIAL SHALL BE LEGALLY Irota11 fire extlrgWlMen In accordance with the latest edition of N.F.PA 10 Minimum fire r R, DISPOSED OF OFF SITE CONTRACTOR SHALL MAIC H15 OWN ARRAN6EN0NT5 extingulMr rotingl Mall e e Follows n"'. . 10. A MINIMUM 4' GLEAN PERVIOUS SAND OR GRANULAR FILL, A5 APPROVED BY THE 6. HURRICANE ANO/OR SEISMIC TIES, SIMPS.SON OR EQUAL, SHALL BE INSTALLED WIERE 9a SOIL ENGINEER FREE OF CLAY,WITH A PLASTICITY INDEX OF T TO 20 A !MAXIMUM SHOWN ON THE DRAWINGS ARID IN ACCORDANCE WITH ALL LOADING REQUIREMENTS AND FOR THE DISPOSAL OF SHE EXCAVATED MATERIAL AND BEAR ALL COSTS I. Glass K, not 110» than 1.25 9alron Cbl) capo,ty In kitchen teas with Fixed ext"Vlshig LIQUID LIMIT OF 40 AND A MAXIMUM OF 20% PA551N6 0200 SIEVE SHALL BE HET OR RETAIN ANY FRONT INCIDENTAL TO SUCH DISPOSAL. THE EXCAVATION systems. DRY CHEMICAL EXTIFN611ISHERS SHALL NOT BE U5ED. TAMPED UNDER ALL FLOOR SLAB5 TO A MINIMUM OF q5% (r/- 2W STANDARD BUILDING CODES. SHALL CONFORM TO OSHA AND OTHER LOCAL GORES THAT MAY APPLY PROCTOR DENSITY (ASTM 0-6-Il 2. 2A-40BG shall be Installed in all other areas. E461trM It. THE LOWER LEVEL 5UESRAM WALL5 SHOULD HAVE A CONSTANTLY RAJCTIONIN6 All extM15%qushers stholl be wall motTted with the tops not more than 5' above the floor. ARAN SYSTEM AND BE WATERPROOFED, AND BACKFILLED WITH 051 STONE OR A 1A Exkinguls(iero Malll be located In accessible and visible locations within the means of egess. !- QF NE b " ,f'Ar BE PLA�CIED A6AI�NSTI IHEWALLS,RIF STONER SSUSED,AF LITITR GLORTHOSUGH ASS All electrical equl+pment, devices and wiring (both high and low voltage) shall be Installed in SPEY T.B(/TC yO� MIRAFI 140NG,SHOULD BE PLACED BETWEEN THE SOIL AND STONE. THE DRAINAGE I. ALL REINFORCED MA50NRY WALL-5 SHALL GTE INSPECTED PRISM TO ANO DURINGcwnpllance with Ume requirements of NF.P_A 70, National Electric Code. At time of Ir.U,"'�r' MATERIALG SNOIAD E%TEFID TO WITHIN TWO FEET OF THE GROUND SURFACE AND BE &ROUTING BY THE ENGINEER OR H15 REPRESENTATIVE. complaxe Iy the Tow submit th copy of the m see lcate of Electrical Inspection from a firm �. Y.n,:'•;� „ COVERED WITH RELATIVELY IMPERVIOUS C,OFiPAGTED FILL TO REDUCE SURFACE WATER authorized by the Town W Southold to perform same 4"! INFILTRATION. THE DRAINAGE SYSTEM SHOULD 8E CONNECTED TO A POSITIVE ORAININ6 2. ALL HOLLOW UNIT MASONRY SHALL BE ASC-90 GADE 'A" (NITS WITH A MINIMUM r �'• FOUNDATIt2N DRAIN TO DISCHARGE ANY SEEPING WATER COMPRESSIVE STRENGTH(Niru) OF 1350 PSI. R ( w 91RPAGE DRAINAGE SHALL EFE DIRECTED AWAY FROM THE BUILDING AND THE rn2 = EXCAVATON BE PROTECTED AGAINST S�PA6E OR WATER BUILD UP 3, ALL REINPO5 OR MASONRY WALLS SHALL BE LAID IN MORTAR MEETING NSTH M. L210 TYPE T 8 M SPECIFICATIONS WITH A MINIMUM COMPRE551VE STRENGTH OF �� ES 9 �a 1500 P51, AT 28 DAYS p9pFESS1�NP�' ^.u1 947 4 6ROUT IN MASONRY UNITS SHALL GONFORMI TO A.5.TM. 0416 WITH A MINIMUM JEFFREY T. 8%VMrl {PE. s`idl�'I„air M � 00MPRE551VE STRENGTH OF 2000 P51 AT 2e, DAYS. N,;, CONSTRUCTION TYPE, GYPI WALLBOARD, WOOD STUDS 5. CONCRETE BLOCK WALLS SHALL BE &ROUTED AT ALL REINFORCED CELLS IN LIFTS u &` I. ALL S IN AC40 6 STEEL SHALL T NEW 15 SR VE 6 INTERMEDIATE GRADE DEFORMED t T"„ BARS E To BE RAP 40. ASTM. RST GRADE PE EXCEPT BE s4 BARS AND NOT TO EXCEED LIFT UNLESS A SLEAN-OUll' ROW OPENING 15 PROVIDED AT THE BOTTOM FIRE RATING, I NR. SOUND RATING(STC), 35 TO 39 6A FILE NO., WP 3510 ru„ SMALLER TD BE GRADE 40. ALL BARS TO BE WELDED TO BE OF 1TNE WALL OR LIFT, IN WHICH CASE GROUTING SHALL NOT EXCEED -O 2. WIRE MESH SHALL A ONE FULL ES WELDED WIRE FABRIC GONFORMIN6 TO A.S.T.M. b PROVIDE HORIZONTAL WALL REIHORIZONT FOR ALL MASONRY WALLS PEALED CONSISTIN SPEC. A-165-70. LAP ONE RILL MESH AT SIDES ANO ETNDrJ. HORIZONTAL JOINTS HI 16' AB IC, GOO ORU WALL REINFORCING SHALL 82V41 OF CONTINUOUS MELDED WIRE FABRIC WIRE CRIMIN6 IE A.S.T.M. STANDARD Ab2 WITH DC-SCRIPER r•�rr.-; 3. ALL REINFORC IN6 STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH 3/16 INCH WIRE SIDE RODS AND 09 WIRE GRRO'-fi TIES (BLOCK OR TRU55 TYPE WITH 'y� TYPE AGI CODE AND AGI DETAILING MANUAL MAXIMM Ib' SPACIN6 FOR BLOCK TYPE), OR LVI3NEER BASE APPLIED PARALL.ELBWI IL N m OR RIGHT ANILE TO EACH SIDE OF 2x4 zzO 4, LAP ALL CONTINUOUS STEEL IN ACCORDANCE WITH AGI CLA55 B OR G SPLICE AS 7. WIRE FABRIC WALL REINFORLIN6 SHALL BEE LAPPED 6" MINIMUM AT ALL SPLICES THICKNESS, 471,' WOOD WOOD STUDS SPADED 24' OL. WITH 6d m 3 APPLICABLE NTH A MINIMUM REATER OF THE GOF I'-b" OR 40 BAR DIAMETERS AT AND SHALL BE BENT AROUND CORNERS Ash PER MANUFACTURER'S RECOMM ATION. •APPROX. WE16HT, T PSF SPLICES, EXCEPT A5 OTHERWISE NOTED. FIRE TEST. UL R3501-4714b HEAPED- 01 1A LONG, 0.MAIL SHANK,Y4" FrN } p 5. PROVIDE s5 X 5'-O' CORNER BARS, MATCHING OUTSIDE FADE OF ALL EXTERNAL B. WALLS SHALL BE REINFORCED WITH 2 - 05 VERTICALLY AT 46' O.G. AND AT pEr�16N U30g,q_FT-651 HEAPS,l" OL. WALLBOARD NAILED TO TOP O Z Y ~ BEAM DE WALL REINF'OPLIN6 SPACING AND 2-05 % 5'-O" CORNER BARS MATCHING BUILDING CORNERS ALL VERTICAL BARS!SHALL BE FIRMLY ANCHORED IN PLACE AT RI319-12q AND BOTTOM PLATES AT T' O.G. STAGGER r. ALL INTERNAL BEAM- R WALL REINFORUN6 2-5 X 5' Top AND BOTTOM ant &ROUT POUR BARS `SHALL BE LOCATED AT CENTER OF WALL DESISN 1914,7-22-70 JOINTS 24' O.G. EACH SIDE (LOAD BEARING) W < r~v p _ THICKNESS. SOUND TEST, N6G 2404, 10-14-70 W r~ 6. NI COVERAGE FOR BARS A5 FOLLOWS. qL THO -05 VERTICAL REINFORCING BARS 5H/ALL BE PLACED AT JAMES, HEAD,AND a FOOTIN&S AND ANCHOR BOLTS ......... 3' SILL O ALL OPENINGS, CORNERS NAND NTrERSS AND WALL ENDS(WITH 9 DELLS CONSTRUCTION RFL HbCO FRAME CEILING SYSTEMS- 6YP511M DRYWALL OR GRADE BEAM' .._................... 1 I//" TOP AND SIDES, 3" BOTTOM REINFORCED AT A WALL CORNERS Am "(FIM. HEA A AND IN FIRST DELL EACH VENEER PLASTER FLOOR/CEILIN5 O 14UU1 y , SLABS Ot'H GRADE .................. 3/4' TOP AND 1 I/2" BOTTOM SHOE L ALL CONTROL AND EXPANSION JO)NO HEAD AND SILL REINFORGIN6TIIIyy '° 7. REIRPORGIN&STEEL BAR SUPPORTS SHALL HAVE A MINIMUM, OF CLA55 'B" PROTECTION SHALL EXTEND A MINIMUM OF 2 FEET BEYODND OPENING JAMB. FIRE RUTINS, HR. SOUND RATN6 (CTG), 47 AND SPACING AS RECOMMENDED BE AGI PETAILIN6 MANUAL. BEAM 5UPPORT5 SHALL 10. ALL DOWELS FOR VERTICAL WALL REINFOFRCIN6 SHALL BE OF SAME 51ZE AND K V O tt Be PEALED A MAXIMUM OF 5'-0' OL. AND 5LA0 SUPPORTS 4'1 O.G. AND WITH SPACRI6 A5 REINFORGNG ABOVE. RR N SAND PLATES ON 6RIDE. MAWNRY OR CONCRETE SUPPORTS SHALL NOT BE USED p \ IN THE FLOOR SLAB AND MAY BE USED ELSEWHERE ONLY WHERE APPROVED BY THE Il. MINIMUM LAP FOR ALL WALL REINPORGIINS S.SHALL BE 32 BAR DIAMETERS. DESCRIPTION, y N EN61F�R. 777 12,7mm 05') 5HEETROGK BRAND 5YP5UM F- 12. INSTALL 2 - 05 HORIZONTAL BARS IN A SR40I BOND BEAM AT THE TOP OF ALL PANELS, FIRI'a50DE G CORE, GEILIN&-Igmml (A4") MASONRY WALL5 PER DETAILS. 746 PLYWOOD - I-SHIAPED NO JOIST bOOmmI Si Q (24") OC. CLIP-ATT TO JOIST - 25mm (I"1 p 13. LINTEL REINFORC IIJB SHALL BE A MINIMUM NOF 2-05 INSTALLED IN A GROUTED BOND THERMAF15M INSUL LAID OVER GHAN BELOW BEAM OVER ALL OPENIN55 OR AS SHOWN i ON Tie DETAILS JOISTS - PAWLS SCREW ATT TO GHAN 300 . .., mm (127 OL. - JOINTS FIN - UL DES L530 14 VERTICAL CONTROL JOINTS SHALL BE 5PAAGED BASED ON TJI J015TS - �6!F_ -?,';r. • I5. 6ROUE TO BE OF 1.2 1/2,1112,PORTLAND CEEMENT,SAND,PEA GRAVEL MIX BY VOLUME WITH 10" (+/- 17 SLUMP, 4G," MAxIM.UM LIFTS,VIBRATE. FAISFE : NOTE: 60 u" 4' A FIRE AND SMOKE DETECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN 00 UNDISTURBED DEEP PROVIDE PROVIDE 5/B .C. WALL N8" THICK X ; ' DEEP OF 90UTHOLD CODE T 6W TOIL 61MP60N PHD5 OFE SHEET FOR INSTALLATION TION H ANCHOR BOLTS AT EACH CORNER P.O. PIER. FOOTING - (TYPICAL) - SEE DETAIL O.C.. MAX. OU WALL ON i6" X B" REMAIN BELOW TOP CURED CONCRETE FOOTING TO PC SIDEWALK, TYP. WITHIN f EACH SPLICE IN BILL PLATE OLD BELOW FINISHED OPENING PROTECTION BY SEE DETAIL WOOD STRUCTURAL PANELS ___________________________i PERSUANT TO BOS.I.4, SE e - ♦ . ' _ . ♦ . ' . . . .• ♦ . e . • ♦ . 4 ' . • . ♦ ♦ . • . • . 4 . • . e 1 e . • ♦ I ♦ . ._ , FASTENING SCHEDULE ONE O o ` . • ' - ' '• ♦ __________________________________________ ________________ ____________ __ ______ ---------- ------------------------------- ______ DETAIL SHEET IN THIS SET 1 ___ __________________________________________ - • 4 4 — 1 • • ' I I 1 T Q i i r _ _ - - _ _ _ - _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - _ _ _ - - - _ _ _ _ - - - _ _ _ - - - - - _ - _ - _ - - i - - - - - T SEE DETAIL SHEET FOR 3 i '• I _ I HIGH WIND CONNECTION O I I REQUIREMENTS � PROVIDE 2" RIGID INSULATION 24" 6'7 I p VERTICALLY AND 24" HO�RZONTALLY AT PERIMETER OF FOUNDATION I Z I I W t 4 I _____ i 1 � , a 1 , Z I I p N N O u UNEXCAVATED FOUNDATION I . 1 P.C. PAD tt m 4" P.C. SLAB I 1 I101/10 W.W.M. _____________ _ L____1 ♦ I • 6 eb" 1 N 4" P�OUROU6 FILL � O , , I POST FROM : 1 , . 1 i1 LI PLATFORM ABOVE ^ I 1 , 1 I I 1 I i I 1 • ,______ ____ 4 . o I I 1 1 I w 1 11" o ♦ I 24" 12" P C HUANCH TYP I c I c 1 a P I �I • z i J i _ ________________ . • I 1 . r ' i f I ' m ' . 1 1 1 I 1 I 1 I ' a 1 _____ •. Yulm . 1 1 a 00 2-0- 12.4, g 11" 6'7" U pp Z — Lu 0 1 _ L rLII— ' cq I I I 1 1 � • I 1 1 , I ' • B o I __,_______ '� r I , c 1 1 I ' - In X 1 73 X Z LL P.G. PAD - - - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F- p LU m I I I 1 I I 1 . . ' r ---- ----------- -- N O ff - ------------------------------------- n,� j, 4" P.C. SIDEWALK 641 FLUSH WITH INTERIOR SLAB �� < PITCH AWAY FROM TTRUCTURE 61-1 t 1/2" COX SHEATHING I5• FELT ENGINEER. WOOD FRAME ASPHALT ROOF SHINGLES ;________ A TRUe6 BY OTHERS CONT RIDGE VENT �C- OF NEI,I,� ROOF VENTILATION 1-300 OF THE INSULATED Q,EV T.9pr O CEILING AREA UNIFORMLY DISTRIBUTED co EAVE ION TO EXTEND OM THE EDGE 4'0" Im 7" N'11" N'D" N'p" Ipl 1U" fl'U" A'II" T 7" I'0' 2 THE INTERIOR FLE AS RETHE ROOF 56"I EO FOR RXTUP THE SLOPE ERV�R W AOT NON THAN 12" BEYOND b' / FACE OF THE EXTERIOR WALL n W E y 2 eo u" 0734 3 0 0, P. FOUNDATION FLAN IB" GWB [ HOUR RATED S/e" GWB JEFFREY T, BUTLER, E. FIRE SEPERATION WALL p SEE DETAIL ON SHEET 2 -' U 4 OF THIS SET Q x m 2 i PROPOSED PROPOSEDp W 2.D R R. 0p d In W. STORAGE STORAGE m z Z �° O mp O W 12 J 0 p �5 4Ll N 3/4" 6UBFLOOR FIREBREAK PORCH ROOF m Z > EVERY 10'0" MAY. J plU N F 0) R-30 INSULATION R-30 INSULATIONz Q O rc 5/B" GWB = 1 HOUR CEILING/FLOOR SYSTEM c Q Z Q 2x" 'STUDS - SEE DETAIL ON PAGE 2 OF L{L I/2" OSB SHEATHING THIS SET p LL Ili TYVEK HOUBEWRAP W IK VINYL 61DING ° 0 1- m R-IS INSULATION V y Q c I HOUR RATED O d1 Q O FIRE 5EPERATION WALL a 101}} SEE DETAIL ON SHEET 2 O m Q ry OF THIS SET PROPOSED PROPOSED - d 0v � RETAIL SHOP RESTAURANT 3" PATIO BLOCK l U GRADE 4" P.C. BLAB PITCH GRADE . .,.,•2 AWAY FROM COMPACTED FILL ;�• •rt'•'� 2e6 CGA BILL FOUNDATION �. ^� +'•�;'r 5/B" ANCHOR BOLTB • 2i"ell" P G HAUNCHLL TERMITE SHIELD t NOTE PROVIDE 1" RIGID PAGE : B G PROVIDEN36 FTG, PERIMETERO ORI VERTICALLY ' NC. FOUNDA INSULATION C. B AND 24" HORIZONTALLY AT 24" x 24"e MIN 36" Y MIN OF FOUNDATION, DEPTH TO P,C. FOOTING 3 of 9 TOP OF SET ACROSS RECTION $ 1 FOOTING SECTION A-A T I � I NOTE: W"ERE SPACE PER1116,EXTEND WINDOW AND DOOR SCHEDULE GRAB BAR ON* ANSEER SIDE LAYOUT DOES NOT NECCESSARILY WINDOWS MANUFACTURED BYANDERSON-400 SERIES(UNLESS OTHERWISE NOTED) BEE DETAIL SHEET FOR REPRESENT ACTUAL LAYOUT, THIS .11818018 DOORS MANUFACTURED BY THERMATRU UNLESS OTHERWIS NOTED HIGH WIND CONNECTION DETAIL IS FOR INFORMATIONAL 16 6'47 UNIT NO. CLEAR OPENING GLASS VENT SHUTTER SIZE COMMENTS QTY. PURPOSES SHOWING MINIMUM -AVATORY REQUIREMENTS -,.x 47 MIN n SO.PT. WDTM HEIGHT SOFT. SOFT. WIDTH HEIGHT GLEARANGES AND FIXTURE HEIGHTS. ��" " OPENING PROTECTION BY - SEE FLOOR PLAN FOR ACTUAL y " ,IN WINDOWS WOOD STRUCTURAL PANELS FIXTURE LAYOUT, TW2062 4.29 21 718" 28114" 7,37 4.31 34' 73'1 2 P FASTENING TO 16091.+, SEE t, LN FASTENING SCHEDULE ON MEETS EGRESS REQUIREMENTS mH " "' -� ' TW3046 5.70 33718• 241W" 10.31 6.73 46" 65" PER NYS CODE 6 DETAIL SHEET IN THIS SET MEETS EGRESS REQUIREMENTS T�ssNE D1sPENEER TW3046-2 570 337/8' 241/4" 2062 11,46 84" 65" PER NYS CODE 2 NOTE 9�LD�� MEETS EGRESS REQUIREMENTS A FIRE AND SMOKE DETECTIONTW3052-2 6.64 33718" 28114" 24.06 13.34 84' 73" PER NYS CODE 5 MEETS EGRESS REQUIREMENTS SYSTEM SHALL BE INSTALLED IN2 ACCORDANCE WITH THE TOWNTW3052-3 6.64 33712• 28114" 36,08 0.01 124' 73" PER NYS CODE OF SOUTHOLD CODE.EAR FLODOORS AREA3�,N. 3070 42• 90"3670 - - 48" 90' 2-ilRRcrz m 0 IF.. SEE SHEETT FOR OCCUPANCY SEPERATION, SPRINKLER NOTE DO_R HEAD LOCATION AND EMERGENCY LIGHTINCs HANDICAP GRAB BARS 6ECLI ED TO WOOD m BLOCKING AND LOCATED AS PER A N S 1 : % C.A.B C 6TANOARI (BH ACCE66ORIESI T S [ 6010" L O U 13' III' 15' " 16'2" I3' III" i o (IL m TYPICAL FIXTURE CLEARANCES PER ICC/ANSI NOT TO SCALE FIBERGLASS COLUMN, TYP. TW3(62' TW 3052-2 11411152-2 - - A I 2-2X12 HDR 2-2x12 HDR 2-2x12 HDR i W.C. /2XID R.R LAV. �_---- A o16" OO �i 0 PLUMBING FIXTURE SCHEDULE x 1 NOTE ALL SERVICE COUNTERS TO BE ' KEY DESCRIPTION CITY I IY ICC/AN51 ACCESSIBLE. AISLE TO BE UNI EX IL A MER. STD. MADERA 3043.102 TOILET W/ SLOAN 5L-196 FLUSH _ STATE CODE COMPLIANT RE' OOn a T ISAMER STD. LUCERNE 20" x 18" /4" CENTERS) W/MONTERREY 5501.110 2 = U ":g I G i m C G,MGT. , 150 CFM ' E 2005 STAINLESS STEEL SINK I 11111 Q W F SO GAL. GAS FIRED HOT WATER HEATER RHEEM OR EQUAL (i 20.00 fIBfRCN.A06 SLOP SINK w/ LEGS J , U h•6y (m SEE FOUNDATION PLAN AND FLOOR PLAN FOR FIXTURE LOCATIONS - RETAIL SHOP NOTES, _ L Rf6TROOMb FIXTURES TO BE INSTALLED PER ANSI 87ANDARDB FOR HANDICAP RE57ROOMB. I 2, % G.W.B. CEILING _� z 0 B. 1 ALL PLUMBING VENT TERMINATIONS ABOVE THE ROOF SHALL NOT BE WITHIN 10 FEET - 10'0" CLG. NGT. �• C.0 4 'y • _ HORIZONTALLY OF ANY FRESH VENTILATION AIR INTAKES UNLE58 IT 15 AT LEAST 2 FEET ABOVE THE •� r '� ' P.C. PAD � lTt TOP OF SUCH OPENING. O J II" 20 PEOPLE [�--lJ� � ry (1 2-MI2 HDR BE INC WALL a X V LIGHT O "' OnW LL Z REQUIRED. TILE SOFT. 3 I_ 3 x Z PROVIDED IQB.2T 50.FT. '� PROVIDE 3'X3' CMU Z ' O i O m F p VENT: PIT FOR HOUSE TRAP E MECH _� IL m In )f O IIIIZII IID n REQUIRED: 39.3 BO.FT. PROVIDE METAL COVER a Q 0 O = GW.B. CEILI M mr PROVIDED: 60.03 bQ.FT. IL tj m a lo'O" CLC. H T. W w F 111��� ''' FIXTURE P-TRAP CHART U I HR. FIRE 5EPERATION WALL W Q O = 0 ,}5 M LAV. TRAPS In"F = (SEE SHEET 4 2 •T) BEARING WALL A6 DIREC W U v LL .. I 11 ALL SINK TRAPS • YF ALL FLOOR TRAPS •3", _ c VENT H H. �' f(1 LLWCTY SINKS :e: I V LIGHT II " II II ., 111 I 1 ____ 11 :" II 11 a I� T6" = F ® Qd ALL CLEAN OUT8 •4"l ON 4"F LINE Z �: L��� �L _J I i `_ �� �L _ S' •• ' 3"F ON 3°F LINE p REQUIRED 56.5 50.FT. G S DIRECT Q 07 PROVIDED 98,95 SOFT. FUTURE FUTURE \ i ! RY RRU FUTURE rT W 3-COMPARTMENT SINK FUTURE VE RIRNACE F'1"y RESTROOM ACCESSORY SCHEDULE 1- 'fir VENT, RESTAURANT o1BHua 3conPaRrMENr 5wK a REFRIGERATOR µI0" :O �, REQUIRED. 28.3 Sp.FT Z r Lid Q PROVIDED, 5531 50.FT. U I I O 1 TISSUE PBPENSB! - = I V G.W.B. CEILING BOBRICK N6. 8-4930 _ 10'0" CLC. HGT. --� '� FUTURE L -' MIRROR - - I • o - KITCHEN BOBRICK NO. BT65.1836 I m _ ''\ • = ENGINEER: GRAB 6.718 - G.W.B. CEILING BEARING WALL © ° IO'O" CLC. HGT. NEWY BOBRICK NO. B 6106.74 24" x 1112" r , m W % r ❑ w C, z = :L J ✓t 1 PERSON Z n 10'0' GLC. HGT ;__ _ B Q "t' - 8 j �P�'oEV T.@pT7��,�� © BOBRIGK NO. B 6106.4242' , 1 in" O J I I ��_ L __ ��__�______ y -/ GRAM SAMU + OT�. InI _ IPERSON i = _ IR i_• I � w - •L:4D S 1 •PIENS----�-' * rr zl' 41 1 RESTROOM}'. 1i RESTROOM m IU illll�...JJJfi ��flu C,O. AO ISO CFM E ALL VICE 1>y WO O 11111 n BA ENCODEEGOMPLE NA SCOUNTERS E TO BE TO `-- ^ O , 3 O a H °. 2,. ' 4.e' a - 3 FESSI c --------- JEFFREY LER, P.E. m I I 0 iF'7 11' 11- 4'(Y n' T � m nilIr z�� P.0 PAD 2-2X12 HDR 2-2X12 HDR 2-2X12 HDR 2-2X12 HDR 2-2X12 HDR y TABLE 1601.1 /' Tw3U522 - _o 1/1V TW2852 TW30522 } 0 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) S' Q E U r- z z w 2a m � m ry? K 0 PROVIDE FIRE BREAK IN PORCH �0 , I t7 c 0 p a m �+ ROOF EVERY 10' MAX v/ I W-W, '^ N O O n n USE UNIFORM CONCENTRATED �• - �' PPP 1F'GJ EXTERIOR BALCONIES 60 3-2X8 GIRDER 3-2X0 GIRDER R 3-2X8 GIRDER 3-2x8 GIRDER .�2X0 GIRDER ' '� \ 3-2XS GIRD 32X0 GIRDER 3-2XS GIRDER z O DECKe 40 O t ' PASSENGER VEHICLE GARAGES 50 - --_ - - - --- - -- - - _-- - - --- Q � In IT: ATTICS WITHOUT STORAGE 10 O P. O v�' o O ATTICS WITH STORAGE 20 5' 5" STAIRS AND EXITS 100 NOTE F 1,2 9'P' A'll" N'll" 10' III" N'U" N'Il" A' `- ACCESS FLOOR SYSTEMS OFFICE USE 50 2,000 COMPUTER USE 100 2,000 K v w OFFICE BUILDINGS Z FILE AND COMPUTER ROOMS SHALL BE ORSIGNED FOR WEAVER LOADS BASED 13'II" 3' 2" 3'2" I1'11" I. lU ON ANTICIPATED OCCUPANCY LOBBIE5 AND FIRST FLOOR CORRIDORS 100 OFFICES 50 2000 60, 2,000 ROOFS SEE 1601.11 SCUTTLES, SKYLIGHT RIBS AND ACCF8515LE CEILINGS - 200 FIRST FLOOR PLAN PAGE : SIDEWALKS, VEHICULAR DRIVEWAYS AND YARDS, 250d NOTE F SUBJECT TO TRUCKING RETAIL AREA . 1111 50. FT. SMOKE DEfECTO)R RESTAURANT AREA • U-11 $O. FT. INTERCONNECT PIER CODE 4 of 9 MECH AREA • 9S 50. FT, a CARBON MONOX<[DE DETECTOR COVERED SIDEWALK • 544 50. FT. ONE PER FLOOR! 4" VTR SEE DETAIL SHEET FOR Ij„ HIGH WIND CONNECTION REQUIREMENTS SECOND FLOOR OPENING PROTECTION SY _____ ------------ WOOD STRUCTURAL PANELS 9 PERSUANT TO 1609 1.4, SEE Ay FASTENING NG SCHEDULE ON DETAIL SHEET IN THIS SET O FUTURE KITCHEN N 77 7 77 O WAIN FLOOR SEE SHEET l FOR OCCUPANCY SEPARATION, SPRINKLER NOTE: o A FIRE AND SMOKE DETECTION HEAD LOCATION AND EMERGENCY LIGHTINCs S' 3 z" > FuruRE KITCHEN SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN m FAI F 3' --- OF SOUTHOLD CODE c o. 60'0' U 4'8' II.fi., 4' H.. C.O. C.O 4, TO AN APPROVED SANITARY SEPTIC SYSTEM 4 2 4 '- ; 2'4' ?'1" '_'4" z N _m O CAST IRON F HOUSE TRAP W d PLUMBING RISER DIAGRAM (NTS) 9'W'I046 TWI046 TNIip4fi 1-]xIOiHDR ]-]xl HDR OI 1-:MVO HDR p� ol, �I 41 � o BEARN WALL4.\ I /� BEARING WALL BEARING WALL \ I SEARING WALL z � fib\+ I s `0� I o STORAGE •1 = n G-W.B. CEILING B'0' CLG. HGT. ® e 4 PEOPLE m O I r SY p- k" fi,11„ j T o - w _ m X ID } Q 0 FOYER ry nx z U 0 LL STORAGE •2 Ir ~ p CIS G.W.B. CEILING ,,1�1 ' _ HGT, M-I � O z L W a � J T X T X ENGINEER: ((� ° NEW C SETGIRDER I +\T Tj I \`� 4oF W Y SET TOP OF GIRDER 11S ' � EVEN WITH raP of BEARIN WALL N/ I PLATE, TYP, GEARING WALL I +\� / I \ y LLLJJJ + BEARING WALL BEARING WALL * � W -j- w �' W W�•_ F- TV3(Mfi RaB R.R. � U Crc9x9 O.J Ib" O.G. O FSET Ai GAMEHEIGHTIAS HDR, TYP, a-ExIo�HDR ]_]xIO�HDR s-a,lo,IHDR JEFFREY T. BUTLER, P.E. _ Twnn4n N Fy LL Q ° O m a JUz p m 41 E N o O 0- Z Z Z.J.. „J.. „4. Ca p w w wad 4, hU'11" Q N p ry Q ry N r SECOND FLOOR PLAN I; STORAGE AREA •I • 9B6 SO. FT, STORAGE AREA •2 • f SO. FT, P Al/�\TI�/.r�Y E I FOYER AREA • 56 SO.. FT, B SMOKE DETECTOR INTERCONNECT PER CODE p o CARBON MONOXIDE DETECTOR 5 of 9 ONE PER FLOOR A LINE / SYMBOL LE6END r�aOPetTr LINE _ _ seiencK LINE ExISTJN TO EE REhIOVEDiRELOLATEO ..... .. .... .. ... . . .... .. WATER u GA5 5ANITARY SEVER »— PENCE p FLAG OH ELECTRIC dL PROPOSED LEACHING POOL I•NI E45TING LEAGNING POOL WITH GL05EP CASTING I \I LAO , ilL FRESHWATER WETLANDS AL wITSn PSE!!c lNe,PSL ' m\ ,L X114 �F A I„ iil4 ALJL4. LOCATION OF `'ED EDGE OF FRE5HWATER WETALN05 A5 � n0.0 RPZ FLA66ED BY EN-CONSULTANTS, Inc PROPOSED VGE NDMEGH. ISTIN�SRAoe x noo ON DECEMBER 19, 2003 ,1111. �---� AL AL � ROOM (SEE DETAIL FLOW SOW FLA PARKING SPADE LAG � ,114. THIS SPIFFY) 0 FL E a MEGH. ROOM 0 Lu ' W L . W 4 O - O Ip N IN — I F N Irl LIMIT OF BUFFER ZONE ' W O ------ BUIlDIN6 WALL I I FIRST FLOOR PLAN ----------; m w � ---------- SCALE: 3/I6 = I O X z O O -- m N TO FACILITY _ - O = IY1 _________� r`,, W T L------- ✓-' , I f / • 1 / • ` DRAINS MUST 2" DRAIN ry fi 1 / \ BE SCREENED •' / • I L DRAIN PAN SIZE 1 / TO BE 12"A2" ENGINEER: \ 6RADE FLOOR pF NEW y / • 1 �- I" RPZ DEVICE nm / 7 49(DOMEWATER ONLY) m =� 1n� 5TIC • � � ( • `rF� 3 � NOT TO SCALE PRD sslpNP� RPZ NOTES: JEFFREY T BUTLER, P E 37-4° LOCATION I. RPZ DEVICE MUST NOT BE SUBJECT TO FLOODING OR FP=IN6. k� SEE DETAIL 2. RPZ INSTALLATION MU5T MEET ALL SUFFOLK GOUNTY AND NEH YORK L STATE REG,UIREMENTS. 3. RPZ DEVICE MUST BE TESTED AT LEAST ONCE A YEAR. / __________________________ � ! IBJ FgHE E FyNED LL 4. PIPING MUST BE UNBRANGHED AND UNOBSTRUCTED FROM F2P2 Y BRICK J DEVICE TO MAIN. -EW z� 1 I-I/20U1 pIW-`' 5. LIST OF APPROVED RPZ DEVICES: 3 CD C Q COMPANY MODEL NIMBER 5= 1-� — p 25'_0" 1 1 I FEBCO 525Y 1.00" z 9 3 8T-2 1 106. CONTRACTOR MUST MAINTAIN 15" MIN. SEPARATION BETHEEN BOTTOM f uuu~��� Q U- (�, IN IO ROOF OF HATER LINE AND TOP OF 5EHER LINE (HATER LINE OVER SEWER J y Q Q �1 3 N ' IN 1 ftHA vERHAP ' LINE) FOR A HORIZONTAL DISTANCE NOT LESS THAN 10'. Q J 1 04 2 'I. PROVIDE 5" MINIMUM HORIZONTAL CLEARANCE BEHIND DEVICE FOR ACCESS. R Z 6 / l �I / 1 eta (�• 1� GT/ g� , 11 1 21 5. PROVIDE 50' MINIMUM HORIZONTAL CLEARANCE IN FRONT OF DEVIGE FOR 1 • / 1 • ��• /5T wNP 151-ANO MAINTENANCE 4 TESTING AND TE5TCOCK5. J f11 I STORY I ( • \ 10' MIN 1 (lONG ND I6'N 9. A 5EPERATE SHUT OFF VALVE 15 REQUIRED. u a N FRAME HOUSE r L j _ / b g A I RPZ — PLAN VIEW '� EF�'� 10. ONLY APPROVED RESILIENT WEDGE VALVES / OStY VALVES SHALL BE USED. Q 11-- -- 1 (20ME5TI6 WATER ONLY) p N m �L i 11. PIPE STANCHIONS ARE REQUIRED TO THE CONCRETE SLAB., LL O � EF' NOT TO 5GALE . , 1 1� / 1� N 20' MIN 2.1 y • 1 12. ALL VALVES SHALL OPEN COUNTER - CLOCKWISE (RIGHT HANDED VALVES). U- U) 13. TEST REPORTS SHALL BE SUBMITTED TO 6OVERNIN6 A&ENGY ON PRESCRIBED FORMS. NOTE5: p O `II a 14. INSTALLER SHALL NOTIFY GOVERNING AGENCY UPON COMPLETION OF WORK. m Q ''" 1 I n R MAIry I. TH15 DEVICE MU5T BE PROTECTED A6AIN5T FREEZIN6. 0 p I5. THE INSTALLATION SHALL BE PERFORMED BY A LICENSED' PLUMBING CONTRACTOR. 2. TEST GOGK5 MUST BE POSITIONED TO FACILITATE TE5TIN5. X PtIN6 (5 16. NOTE: CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL DR MINIMUM OT BE SUBJECT NGE) D UNDERGROUND UTILITIES AND 5TRUGTURE5 PRIOR TO DI66EN6. 4. PROPER MAINTENANCE MU5T BE PERFORMED. AND MUST BE SCREENED. 5. DEVICE FRON N.Y.5. APPROVED LIST. Pito, 25) t) BACdCPLOW PREVENI'ER INSTALLATION N�7F: F� b. DESTINATION OF DRAINAGE MUST " ONOWN, SIZE OF SUMP IN 51REE START-UP AT INITIAL IN57ALLATION AND AFTER SERVICING: � �� " � 'tG'R ) '7 THE DOWN STREAM SHIT-OFF SHOULD 8E CLOSED. SLOWLY OPEN UPSTREAM SHUT-OFF AND TO BE 2-2' DIA. x 3 FT. DEEP w/ 4" CONNECTOR PIPE. n II (PUBLIC' ` RPZ FLAN ALLOW THE BACKFLOW PREVENTER TO FILL SLOHLY. BLEED AIR AT EACH TEST COCK. WHEN T. DEVICE MUST BE SUPPORTED TO THE HALL BEHIND THE DEVICE BACKFLOW PREVENTB2 15 FILLED, 5LOWLY OPEN THE DOWNSTREAM 5HUT-OFF AND FILL T14E WITH THREADED RODS AND CLE05 HAN6ER5. WATER 5UPPLY 5Y5TEN. THI5 15 NECESSARY TO AVOID DISLOD15IN6 "O" RIIN55 OR CAU51146 5. RESILIENT WED6E OR BALL VALVES TO BE USED, � O� �f DAMAGE TO INTERNAL COMPONENTS. 9, A SEPERATE SHUT OFF VALVE FUST BE INSTALLED. C1 20 I'D 0 20 40 60 80 100 10. DEVICE MAY NOT BE INSTALLED MORE THAN 5'-6" ABOVE THE FLOOR 6RAPRIC SCALE I" = 20'-0" OR A SUITABLE PLATFORM. 'cSlr, 41 GENERAL NOTE-5- I. ALL PIPING, FITTINGS < INSTALLATION TO COMPLY WITH THE N.Y.F.I.R.O. Bn q Power Ond lifting shall be flsnbhad through ti,bpaldat ebctrkal wring supplbd Fran a main sc rae,and from an aWillay surae. 2. ALL EQUIPMENT TO BE APPROVED TYPE (RELIABLE) bwwgpaler. (a)bner"M power shall be provided For, 3, SYSTEM TO HAVE A MINIMUM OF 20 P.5.1. AT TOP LINE WITH 550 O.P.M. FLOWING. N the ainangsbrq lifting bad ®. (2)fro contra pmol 4. WHEN COMPLETED SYSTEM TO BE TESTED AT 200 P.S.I. FOR TWO HOURS 41 vote Lomat° Signal tdm used o a meas d a lo warning trvathg the prxre edto ® ® 5. MAIN DRAIN TO SAFE LOCATION, beallowed nan°'gmisslaw (b) In the event of FORM of the man same,meals Shan be provided for aaamtkatly 6. WORKING PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE AUTHORITY HAVING Vanferrhg the PoNm Hoch KPpllm the emergency powar load Fran the mah sorts to the RETAIL SHOP JURISDICTION BEFORE ANY EQUIPMENT 15 TO BE INSTALLED. DEVIATION FROM APPROVED mdllay Sainte within IO mcor l 20 PEOPLE PLANS SHALL REQUIRE PERM155ION OF THE AUTHORITY HAVING JURISDICTION. (c)The amlkq sura°Shall have a opacity SoMwt to supply the total eaOrg"paler { load For'a period of d least 90 mkutm,with set more that a 125%reductlan from rated 6 A FIRE AND SMOKE DETECTION SYSTEM uptam voltage SHALL BE INSTALLED IN ACCORDANCE I HOUR GEILIMl6 7. ALL WORK MUST BE DONE IN ACCORDANCE WITH THE APPROVED BLUEPRINTS, A5 ISSUED WITH TOWN OF SOUTHOLD CODE THROU6HOUiT� ® e q--I BY THE FIRE MARSHAL. ALL OTHERS ARE NOT TO BE USED FOR ESTIMATING PURPOSES �'9e^r"l lkfthg- / ledl-'I ONLY. 6mrgwq lighting shall be pnvubd n ed spares, ad exlb.m m W permI1iiitatryhocapmts to mace thein wog set of tle bul�ldtrp by ttn of faihre of the 6. IF THE OWNER AND/OR THE CONTRACTOR BUILDS THE SPRINKLER SYSTEM WITHOUT THE memsnonnolo IhW h canFSxh ftingkyplaffewith esh shall a level of nTunootion tFro4mi; the TO 0 17 0O O0 FULL REVIEW OF THE FIRE MARSHAL AND BUILDIN6 DEPARTMENT, THEN THE CONTRACTOR Ext Nd Dkncta In AND/OR OWNER SHALL BECOME RESPONSIBLE TO COMPLY WITH ALL COMMENTS AND/OR Signs �pr�ar� OBJECTIONS MADE BY THE FIRE MARSHAL AND BUILDING DEPARTMENT AFTER CONSTRUCTION (a)Exit ad dknctksips xal 'Webb From the ! to the exits,Shall be provlde4 to 15 COMPLETED. pennt ocapalts to man thein way sdely out of the building. (b) Exit aW drealoral a"shall be Illunhated ether externally on internally N antekbl e SPRINKLER NOTES Ik#It h cmFamMy HI the cads. o E f Such sips shall be warded h plonky bgble Mock bikers with the bard EXIT!a edit sign, HOUR WALL: ® Dina the word EXIT rltkl a satrblIs pakter or arrvN ndkatrlg he direction of exlt,far SEE DETAIL I, CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL FOR Ar COMPLETE, FULLY dreatmml ergs tetters!a elge shall be caepkutme,readly dbcernble,ad at loot six ON SHEET 2 ADJUSTED AND READY FOR USE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING. SPRINKLER Yaks high withthroe-quarter-toll wide strokes. HEADS AND PIPING IN ALL AREAS TO BE SUPPORTED AT FINISHED rEILIN(9. ALL WALL lactlon ® PENETRATIONS TO HAVE CHROME EUCHONS PROPERLY SIZED. CEIL.IN6 AND WALL DAMA6E &d Bdt skpk shall be provldetl ova,each exR doorwaJ rllere the doer b roqured to Swing BE REPAIRED. aAwmd In 5e direction OF eat travel in cmfanWy with the code. 1b)Orectlalal SIP dull be provided d lcaaklol% h the hallways,corridor or able Frain E e 250' 2. INSTALLATION SHALL CONFORM TO NEPA 13, AND LOCAL ASENaIE5 HAVING JURISDICTION, Witch the eat doorway b not really dlecemble. 250* 0 ® 3. THE INSTALLATION, SIZING, COMPONENTS, CLEARANCES, P051TIOW AND TYPE OF power 7 S ' . SPRINKLERS SHALL CONFORM TO CHAPTER 3 OF NFPA 13. (a)Power Far OIMW 414 Illanknted ext and drectknal Signs shall be supplled train a 60Parete chant,or ckYek6,Witch 5111121211"m other'autlets and b controlled From a c°nlrol I PERSON location QO QO QO FUTURE 4. PIPE, FITTIN65, PIPE SCHEDULES, PROTECTION ASAIN5T FREEZINe AND DAMAGE, 6UARD5 ()5e111 ant ad drectional mgrs SMII be provided with a self-cortaknd reliable KITCHEN AND SHIELDS SHALL CONFORM TO CHAPTER 3 OF NEPA 13. Pa+a 'tee g kuthy sat and W there emergaay lgthg b provded,power for eloctrlc I le Ilkm FUTURE I PERSON 5. SPACING, LOCATION, AND P051TION OF SPRINKLERS SHALL GONF°ORM TO CHAPTER 4 OF dkecUanal signe shall be lad From the amain tem. RESTAURANT NFPA 13. Na99keer tl ran t�PA t31r 25 PEOPLE 250' 6. DRAINAGE OF NEW PIPIN6 SHALL CONFORM TO CHAPTER 3 OF NFPA 13. 5-�33.I�rS dell be kntalled tereath all stairways d cadseltbb earstrvctbn. A FIRE AND SMOKE DETECTION 5Y5TEM QO SHALL BE INSTALLED IN AGC.ORDANGE B ® 5H 2 In mbrotble star with rxm conWetq� rS brs gall WITH TOWN OF SOUTHOLD CODE T. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT IRON U TYPE IOR APPROVED k's '° etc the f0P d the daft 'ad oder'Me tint to ia"t�e prttan a ADJUSTABLE HAN&ER5, HAN&ER5 SHALL BE OF THE TYPE APPROVED FOR USE WITH THE the 5p' dell be Installed beneath 1 swap W Q PIPE INVOLVED. 0e� Y5ed Storage oldYlgs a ata idlers the a•eo ^ 5-1933 5oddc doll he hs I n 5L&*OR at Flom analog Ulan ba F+4 r ® 0 8. ALL SPRINKLERS SHALL BE OF AN APPROVED TYPE WITH PROPER TEMPERATURE RATING. 0'mare doasbr6gral Fran Mak ion g kto Sapaak Fine dMsbre. N hirers are red at Floor Mere time tb star daft F•�4 V F� 9. APPLICABLE SECTIONS OF ACCEPTANCE TESTS, -11 OF NEPA 13, SHALL BE COMPLIED sr�}rrves two Flre re bad boldnas or Ir a roma unldekla Or 1tla a Ne f.l star sevMs m°a kritaltal t. F �ar seines an FFa ` kion, F+•y R/ f11 I HOUR GEILIN6 WITH. are requk'ed onFjdli�el rod orl�Rder the mW anal O Q THR0116HOUT� ® ® e q--I bwAt It e (Edj-.'I 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININ6 516N-OFF FROM ALL AGENCIES 5-15.4 Vertkal HAVING JURISDICTION AND Wrre s or sntla Floor a anmlo�ed the F 3 X E SHALL NOTIFY SAME PRIOR TO ANY TE5TIN6. cps °'°d e m bJ cbs°y sapdat tl c�e.'s n ce"6Futkn with ry� X tJL UL II. CONTRACTOR TO SUPPLY ALTERNATE PLAN FOR 51DE WALL MOUNTED 5PRINKLERS IF m lty G seaa�tl ado �malh,,se°�a i Tara w g QG 0 JURISDICTION APPROVAL IS REGMIIRED BY OWNERS EN6INEC-R AND LOCAL AGENCY HAVING 9��pw°�osroii° al Fast or ge�'u,i id mh°v°ea of sq Q W d� FIRST FLOOR PLAN A� tem SCALE: I/4"=1'O" 12. HAN6ER 5PAGIN5 AND INSTALLATION SHALL CONFORM TO NFPA 13-3. the oke O O n,t t tie pth0re�° �11a�o1 p he wma�acrl btim 6 F Set „am �' a O O recessed " sP'rN rT, 13. ALL SPRINKLER HEADS TO BE MANUFACTURED BY 'VIKING' OR APPROVED EQUAL. The crofts 00116e located k1 u�Iaaat to the ny dale ya ® n Fand don d rw��beb10Y�°to�oFnikNted ttoba�'mowSDt6aoHcee1°Id�d�esthat will a at NOTE: CONTRACTOR TO PROVIDE SHOP DESIGN CRITERIA: TO SYSTEM APPROVP APPROVAL. SUPPLY TO BE INSTALLED PER SGWA STANDARDS AND SUBJECT TO LOCAL Fnn �N . eliInoro krar1ug' b narl,I sbMRme L1-1111 rTw 0 t F+- DRANING5 TO BUILDING DEPARTMENT FOR CODE STANDARD: NFPA 13 W ti 'SPRINkLER SYSTEM, ANSUL SYSTEM AND OCCUPANCY HAZARD: LIGHT HAZARD - WET SYSTEM �4" CHECK VALVE ALL FIRE PROTECTION EQUIPMENT PRIOR PIPE 51ZIN6 METHOD: PIPE SCHEDULE 51ZIN6 ENGINEER, TO IN5TALLATION TABLE 6-5.2.2 LIGHT HAZARD PIPE SCHEDULE 4"x4"x4" FL60, I In. PIPE .......111.1................. 2 SPRINKLERS TEE pF NE(N 1 1/4 In. PIPE ............................. 3 5PRINKLEP5 '�� EVTB1, )1 LEGEND: 1 1/2 in. PIPE 5 5PRINKLERS 4" ALARM �"� �Fa T`Fq�'� eEXIT WITH PANIC HARDWARE 2 In. PIPE ......................... .. 10 SPRINKLERS VALVE 2 1/2 In. PIPE ............................. 30 SPRINKLERS 3 In. PIPE ........................ .... 60 SPRINKLERS ' I HOUR FIRE RATED WALL � � „ 51/2 In. PIPE .. 100 SPRINKLERS 4" 0.5.4". 0 ® ?J, (SEE DETAILS) 4 In. PIPE ............................. SEE 4-2.1 VALVE I °4 734 9 2 HOUR FIRE RATED WALL PROTECTION AREA LIMITATION: 130 50.FT. PER 4'x 2 �" x 2 Z" p�OFESSI13 (5EE DETAILS) SPRINKLER HEAD GOVER6,6E SIM. CONN. STORAGE 0 JEFFREY T. BUTLER, PE 4 PEOPLE EMERGENCY LIGHT DISTANCE BETWEEN BRANCH A FIRE AND SMOKE DETECTIOM SYSTEM h LINES t BETWEEN SPRINKLERS ON BRANCH LINES SHALL 4" DEL CHECK SHALL BE INSTALLED IN ACCORDANCE 9 4 O EXIT 516N NOT EXCEED IS'-O" 0 WITH TOWN OF SOUTHOLD CODE O F1 F1 0 S SPRINKL-ER HEAD SPRINKLER HEAD TYPE: STANDARD 1/2" ORIFICE, 4" FLED. ELL -) UPRIGHT / PENDENT AS INDICATED ON PLAN C� N 5MOKE DETEGTOR 0 0 0 0 YER10 ILL I HOUR WALL: �p In Z KITCHEN PROTECTION NOTES: SSEE DETAIL e 10 Q Z [D0 A HOOD EXHAUST SYSTEM FOR GOOKIN6 EQUIPMENT SHALL BE PROVIDED 4 W z it " CAST IRON AND PROTECTED WITH A FIXED PIPE FIR EXTINGUISHING 5Y5TEM. THE RISER DETAIL o� QW CL a ` SYSTEM SHALL BE DE516NED AND INSTALLED IN ACCORDANCE WITH NFPA NfOT TO SCALE 6 � Q Q N O O Q lb. CONTRACTOR TO SUBMIT SHOP DRAWIN65 FOR APPROVAL. pp Z � x D so 0 0 0 0 0p � Zw TEMPERATURE RATIN65, CLA551FIGATION5, GEILIN6 FLANGES AND U-F100K5 E Q O AND COLOR GODIN65 FVE SM 11mo Sol 061.1110 FLAt m ROMEEND OF e Y�LY � � � 13 GEI INC T31 PERATUR6 IURE DOLOR BULB UP TO 2 IN. 110) 5GREW NO. lex I In OR REMOTE BRANGH r�rr�� O UL T(1 RAT F LAC,5CM!H5/16IN. . nIN LINE STORAGE �./ T •G •F 'G FIE!913 THREE SCAM O04NO loo 3e 155-IW 51-Tl ORDINARY (INGOLON® ° IJP To ] IN. WOOD SCREW NO. la x 1rz IN. SHALL BE INSTIALLED 1INN AGOKE DETECTION GORCJ ANGE LL O O11� YELLOW ] I/2 IN.,5 IN,5 1/2 IN. LAS SOREW 3/6 IN.x 2 IN TE5T VALVE IN O O ISO 66 115-225 "-101 INTERIA C"IATE WHIT: READILY �� WITH TOWN OF SOUTHOLD COWE U\l 225 101 250.300 121-149 116H E ,F BLI,E 4 IN.,5 IN.,6 IN LA6 SGREW In IN x 2 IN. ACCESSIBLE SMOOTH BORE coRRo51oN OO � o 60O 149 025-075 " 163-191 EXTRA NISH Ron PIn2PLE a IN. LAB SCREW 5/6 IN. x 2 IN. LOCATION RESTRAINT OUTLET GIVING Z Z 11.1 F6!913 MR 5CM51 COLe13 RNIe6e FLOW EQUIVALENT TO ONE ® ® (Y'� 1-- 111 lot 400-415 204-236 VERY EXTRA HISN GREEN BLACK SPRINKLER V O Q 4'15 246 500-515 260-246 ULTRA MON ORAwSE BLACK LF TO 2 IN. WOOD SCOM4 NO. 16 x 1 Irz IN. __ C) 599 650 040 ULTRA FNBAI OWWSE BLACK ] In IN,5 IN,5 In IN LAB SGIEW 3/6 IN, x 11/2 IN. 625 � ., 4 IN,5 IN,6 IN. LAS SCREW 1/2 IN. x ] IN. 45' ELBOW MINIMUM BOLT OR LA6 SCREW SIZES FOR 6 I IN. LAO 51-15115A 5/6 IN. x 2 IN SIDE OF BEAM INSTALLATION 913 OF 651.7 at Lem"Cr LAO SUNNI mmsm LLIIPOIGS �� r• � : Ft+!913 I"6a1dIN.1 ump w How WAM IF TO 2 1N. DRIVE 5GR54 NO. 16 x 2 NOTE: NOT LE55 THAN 4 FT. (Pm) OF EXPOSED TEST PIPE IN WARM /S�/ ROOM BEYOND VALVE WHEN[ PPE EXTENDS TFiROU6H WALL TO OUTSIDE. O '„.. UP TO ALD INOLI.DIN6 2 O 3/6 S 21/2 IN. 121/2 IN,3 IN,31/2 IN Gf�'i LAS S 36 IK . 21/2 IN. �1� :111 TO d.R1 lR+GLIMJ VW 1l2 IN. 5 IN. 4 IN.,5 1N,6 IN. LAS 5GREM 1/2 IN x 5 IN, TEST C ONINECTI ON DETAIL �EGOND FLDOR PLAN D IN. si3 31N. a IN. LA6 SCREW 5/D IK x 51N. NO)T TO SCALE SEALED I/4"=I 'O" T7 7 aMIYvO ,I _ - I 44 PAGE OF FOOTING QEBRIJ wR07�G7 fIl�11 FA4RAMIQ 9 E .MR MIM 55�3VII - P1 $ - irv31;' _ IAM1tA{�.ACE,'ATt(i!'NACr. - OO �+ FAS ",. 9PAG ' IN6 s r )� 1. 3•Idd NAILS _ T 4 FEET 6 FEET r n Tp1R5 GL'iI IRYA IOlsr PANEL SPAN S PANEL SPAN C PANEL SPAN r PANEL SPAN GABLE END IMES FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET , 2 TOP OF 16' 16' 12' 4. t ' T'�4u LL SLOPE 21/2' 18 16' 16. 16' 12' WORD SCREWS �• 0. THIS TABLE EASED ON A MA)dKA4 MNCI SPEED (3 SECOND GUST) OF 130 MPH AND z'rt c xf-' ss rt ':.t NAS MEAN WOOF VEIGFR OF 93 FEET OR LE55. yj E 4 , NO BUT NEW NOT H b. FASTENERS SHALL BE INSTALLED AT OPPONNG ENDS OF THE MOOD STRUCTURAL PANEL. EXCEED 40 PT. MAX. NAILS AT IO.O,G. o.NNLS SHALL BE IQd WWON OR 12d BOX NAILS. y p� sd COOLER � SIC d.MERE SM"ARE ATTACHED TO MA001RY OR MAS,OIRWST000O THEY SHALL BE g H/2 BUT NEED NOT 2'x4'.BLOWC NAIIJS) TO MGHIATTAGED UTILIZING VIBRATION-RESOTNT ANG, HAVING A HIWMM EXCEED IB FT. MAX. BRACE WTi 4-I0d NAILS MT ORAWAL CAPACITY OF 490 POUNDS. s. MOOD STRUCTURAL PA1�L5 SHALL HAVE A MNMUM THICKI M OF 7/16 INCH 411.1 r U SYR"BOARD AND A MAXIMUM OF 8 MEET 02438 r n). 'j Sd COOLER NAILS AT 7`04. !.PANELS SHALL It FREGUT TO COVER THE GLAZED OPEUNSS MITH ATTACAMEM 6"M MM HARVOIAME wr - FOUNDATION CLEARANCE FROM 5LOPE5 20 •57RAP 9 FROM 5B6- MRq ®ITIGN, E I CURE 1805.3.1 Sims ' 6ABLE ENVIKALL BRACIN6 9±rry Y• +'� �} 44! y Y r Sy N) w 16d NAIL AT 24. 04. 6YP511M BOARD , s�+ SPWOTHIF OF MOOD STRUCTURAL PAWL � IY r ,V. ;r 1/4 T 2" HK Ad OR BEARING WALL CC^^ INSTALLED IN ACCORDANCE dd NNL AT 6'O.G. J015T (ALL PANEL MASW (TABLE 8.1.WGFM HIGH MIO ®ITIONI 19 JOIST MTH NNLUIG SCFEWLE Ad NAIL AT 12' O.G, ON ALL Q DEPTH. DEPTH, M I/6 JOIST FRANRNG MEMBERS NOT AT Q h E'I 0 DEPTHI, MAX. PANEL EDGES A F - (a) OUTSIDE CORNER DETAIL JOIST NOTCH eREAT'Ei THAN 50%OF THE PLATE MOTH AND RI LIMI � 16 GAGE(04W) AND LW WIDE - (Ed MAIAIF16 1 GYPSUM BOARD ih - HETAL TIE ACAM AND To EACH NAIS ILL5 EACHbl�cH MiN 6-16d ' , + WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE Yrn r TOP PLATES 16d NAIL AT 24' OL. MTH NAILING SCHEDULE H� (TABLE 3.1,WCFM HIGH MND EDITION) Q FPEY T.B/jT O Qd NAIL AT 6' O.G. ON ALL * PIPE FRAMING MEMBERS AT PANELEDSES AND c C"� D 1 FRAMNG MEMBER.5 NOT AT OVER IA!OF PANEL EDGES ZN�O # ,' SPAN ONLY (b) INSIDE GORNER DETAIL pR0 4 EDGE DIAMETER TOP PLATE FRAMIN6 TO ACCOMMODATE PIPl DN6 EXTERIOR CORNER FRAMING g)=E SINGLE JEFFREY T. B UTLER,PE. `+rt{gq NQS DEP1if i STUD HOLE DIAMETER IN < DOUBLE BLE STUD e PLATE In HOLE EASE _ 0 Ne•t4`$- - DISTANCE >3/8" p � ROOF FRAMING Z n . DOUBLE TOP PUTS � (j Z Q d [K M.TS'•;- - Q Q Qr N O 4r� MR NOTCHING AND BORING LIMITS � Z Z GONIEGT ✓i W O FLE TWK A A REfi11RED to tL -J �at'r Q �u E`IDWN_L J016 S o a a HEADER STUD'S -FULL N GlTM ✓Y A A � 0 UPLIFT•' cowEGnON IS REWIRED z IH6 Al END OF; HEADER AND � Z .� •, BLOCKING AT Bottom OF HEAmER sTmsIN � (0 ADDITION TO CONIft.TORS AT Q Q KU 5TUO5 AM AT TOP r . . BOTTOM OF CRIPPLES MO / r SECTION A-A I i *c IOL r+ FLOOR BRAGIN6 AT END BAY5 TYPICAL F AMINe AND UPLIFT PARC E �x 8 Q GONNIWCTlC7f l5 FOR OMNIN65 of e v - { d4 {h� �]/t �w aCp HOUR C 1.1��-v C The design of this structure is based upon The Building Code of New York GENERAL shall s pel{armad In.,ticpoitlppaf�fNti 41f elate; + iaO MiLE PER HQUR ZONE - NAILING SCHEDULE State-May 2002 municipal, local y:nfng and 6411din codas sedypriancek'. 'ROOF THIMB A All non-engineered lumber to be Douglas Fir 2 or better Navin nd plot attp �TAGHMENT.tgI11RM&MT5 FOR HIND LOADS b g' 9 N ry juriedfaUon o Bad oto ds of can ion (120 MPk13-S GOhID 6U5f = IOD MMM FA5T%T-MILE WIND SPEED [PER TABLE f6Oq.3.1) ti Design Criteria- (See Table 1609.1.4 for Wind-Some Debris Protection pprroa ca. - j Fastening Schedule for Wood Structural Panels) to Amerkgn Institute of his pr ets CaadNkm►tlmll apply STIFI GTURAL 5HEATHIN6 MAXIMUM NAIL 5PACIN6 i Dead Load-Section 1606 to all wafk'perforrtLad,sn tMfi proJept. SHEATHING'LOCA'P) STUD SPACING PANEL 5101!6 FOR 801 COMMON NAILS , JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING diva a Contractor shall an oandRlaref dttha, Ate. Ails t5ti,*1 E U (5g EL 31 Nd CO o W k Lives Load-Section 1607wrib' 6ng1 ,, (Ifa;1 :OLJ CS - Snow Load-Section 1608 ropM aarlcies must be brought to the atGntion of ha assn ROOF FRAMING prior to commencement of conatfKa6on. The:CdAuui tqr ahall '41 F,EMW,YW tem Ib Wind Load-Section 1809 fled rk 6k t Soil Lateral Load-Section 1610 roemptfa)a for n ob cons not reported once 1» has ata werk'{ _R,(LFTt "70 TdP TiATE .kiW51t.ED) 4-gd PER RA,FT� except factor sha i+pb crante to F6 (SEENOTE 3) Rain LLod-Section 1161 3. Contractor obeli guarantee to the Qwner that all materiola HindGElL:INF J015T.'[O TOP PLATE ffOE-NAILED) 4-801 PER .101ST Flood Load-Section 1612 equlPment incorporated In the work will be naw and that all work INTERIOR ZONE 16E 6 Earthquake Load-Section 1614 will be of good quality fres from fpulta dnd de(bcts for a period F 12 (51� NOTE 2) ail=7 1 iC£Ii,IN6 .101ST TO PARALLEL RAFTER (PAGE-NAILED) 4-I6d EACH LAP Premises Identification-Section 501.2 of one yyear from the'date of tNe final Canti�(ggta of Ooeupancy. Thermal and Sound Insulating Materials-Section 718 4. The En inear shall not be reeponaibla farµ1a Cpnatruetion means, E 4 (5M NOTE 4) (4LIN5 J015T LAPS OVER PARTITIONS'(FACE-NAILED) q-1601 EACH LAP Wall and Ceiling Finishes-Section 803 mautads. Uchnig4n,eag4ancea or prgaedUne, or for tha safety 6A9LE 5101 tLL RAKE AND RAKE MISS CC?I:iAR TIE TO RAFTER (FACE-NAIL®1 6-bd pfft TIE Interior Floor Finishes-Section 804Pr�utldne and pm9rama In eonrnH.4ion with the work, and he F 4 (SEE NOTE 4) « � Decoration and Trim-Section 805 all not be reapdnd fo'r the cgntractore'fa9ure to N;prry out. E = NAIL SPACING AT PANr3. ED6E5(INJ '•BLOCKING, TO RAFTER (rCE-NAILED) 2-801 EACH END Automatic Sprinkler System-Section 903 the work in acconJanee with the construction doeumerda. Tha Fre Alarm and Detection System-Section 907 En9inear ahpll pot be reaponetbb fdr the acts or amiaaiono by F = NAIL SPAGINS AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INJ qx *h# ,1RiM:A0ApJ1 TO RAFTETt (END-NAIL) 2-1601 EA.Gf END Guards-Section 1003.2.12y and/or t�Fle BulWkog atodieigndild 1WNhout (he4 txpreesed 0 to written I. FOR ROOF 5HEATHIN6 WITHIN 4 FEET OF THE PERIMETER F_DISE OF THE ROOF, INCLUDING 4 FEET ON EACH r WALL FRAMING Stairways-Section 100 .3.3. conasnt of the Englnesn 510E OF THE ROOF PEAK,11fE 4 FOOT PERIMETER EDGE EONS ATTACHMENT RfxT1, IREMEHT5 SHALL BE USED. ° Landings-Section 1003.3.3.1 5. The contractor and aU oubcontroctore shall maintain continuous TOP PLATE TO TOP PLATE (PAGE-NAILED) 2-I6d (SEE NOTE U PER FOOT Handrails-Section 1003.3.3,11 Inaumnoe oowmge including stdtuto• poI (Worker 2, TABULATED 12 INCH O.G. NAIL 5PACIN6 A55Uh1E5 5HEATHIN6 ATTACHED TO RAFTERPRUS5 FRAMING �� Simpson 5trong-Tie Ramps-Section 1003.3.4 Compensation, ala.) and gsnoroM1 ReM�iRtyy in ap mount not _ •TOP PLATES AT INTETRSEGTIoN5(PAGE-NAILED) 41601 JOINTS - EACH SIDE Exits-Section 1005 leaf that ZS mNlkn and autamobge IlabTlity and domeye MLS WITH 600'49• FOR FRAMING !EMBERS WITH 0.420(0.4q•THE NAIL SPACIN169 SHALL BE •o MT59pG OR 0516 Iy" E 57UD TO STUD (FACE-NIAID) 2-I6d 24" OA. Emergency Escape and Rescue-Section 1009 coverage not leas than =2 m11110. Tha EngiMer ahallbe �Eo TO 6 INGPI� O.G. o COILED STRAP Accessibility-Chapter 11 and Appendix E a named inaurad on any and all pdicias, °� AT EACH ROOF RAFTER ,,� - NEv°•DER,TO HEADER (PAGE-NAILED) I6d Ib" O.G. ALONG ED6E5 Ventilation-Section 1202 6. Provide 0.026'aluminum Ganite shields over fibrous 3• TABULATED 6 INCH O4. NAIL SPACING, A55UMS SHEATHING, ATTAGH� TO RAFTER/TRUSS, FRAMING USE 8-I6d NAILS AT ` Lighting-Section 1204 ineukUon at all perimeter oRls. N'li R5 WITH Gs0.411. FOR PTRAMIN6 MB19E S WITH 0.42KG(0.49, TIE NAIL 5PACIN65 SHALL BE �37 M1 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STIED Minimum Room Areae-Section 1207 7.All wood in contact with concrete or masonry to be WoUnonized REDUCED TO 4 INGWE5 O.G. EACH END ppFF Ceilin Height-Section 1207,2 or pressure creosoted, IC F 3-1601 PER 2x6 STUD 9 9 B. A of Is station smoke detector alarm 4. TABULATE2 4 INCH O.G. NAIL SPACING A65LI4125 SHEATHING ATTACHED TO /1 R4 /� C r - Moisture naRetarders-Section ites-S e all I thole be cted ed FRAMING, 5W TO !WO RAFTER ` + 4-1601 PER 2x8 STUD Vaporin each room, on all Floors and shall be all Intarpnnoetad per Dada WITH 6a0.4q. DOR fg2AMl ' �ry Protection against Decay and Termites-Section 2304.11 9. NI bathrooms without opsroble Windows to be mechanica9 rhino,,, MEMBERS N'EI.1BE`RS WITH 0.42tBT0.49,THE NAIL SPACINGS 5FW1 BE BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 190-10157 OR BLOGKIN5 (FACE-NAIL 2-I6d (SEE NOTE 1,2) PER FOOT Glass and Glazing-Chapter 24 as per Now York $tots Cada. y REDUCED TO 3 INCHES O,G. Ill q=,GTI VN ' foam Plastic Insulation-Section 26(13 10.Hoofing to be de�eg nod to provide,70 degrees F. with outdoor Simpson Wong-Tie GO FLOOR FRAMING dee 9ned air-temparpture of 0 cage as F. and 75 MPH wind, G516 IY"GOILED STRAP - I Soil and Foundation-Chapter 18 11. 1 electrical we*to be in accordance to the rules-and " JOIST TO SILL, Top PLATE OR is (TOE-NAILED) 4-801 PER JOIST Design based upon presumptive load bearing values of Bond rogulatians of the N.Y.B,F.U. and a N.Y.S•F.U. cart(( N is 16" O.G. 115E 4-8d NAILS 9 p p P ' g y gravel and/or to be presented to the Owner at the comdallon of the ' b alit : :' M!!TO JOItJT(TOE-NAILgp) 2_801 EAGFI END gravel at 3000 pounds per square foot. Contractor to consult Engineer if 12, Plumbing Inatauatlan 4o comply BBttoa AT EACH STUD, WRAP different soil materials are found upon excavation, or test hole, for alternative m to With to and Local codes UNDER SILL PLATE ' - '-811,A:7GIKH!Ib! TO JOIST(TOE-NAILBPI 2-bd EACH END footin and foundation wall) deal n. and the sewage disposal system to meet Health Deportment standards. oo g 9 13. Do not scale drowinya. Use figure dimensions ons. MIN OVERLAP 15 12" . ,,:., , '._ .a")C.1KM6.TO SiLL OR TOP PLATE (TOE NAILED) 3-lbd EACH BLOCK Foundation Notes: 14, All work to cofdorm to the rules and rs9uI tion of the New York Energy Conservation Construction Coda All glazed urea to bo double 00 LEPSER STRIP TO BEAM-!PAGE-NAILED) 3-I6d EACH JOIST 1/2" Anchor Bolts (SSTB 2B) See chart on this sheet for spacing gglazed and all exterior doors to how insulated whoa, STRAPS MAY BE 1 8" or 10" Poured concrete foundation wall (See Foundation Plan), 8'0" high, 15. The Insulation protection as indicated on (hep plane exceeds Qo PLACED EITHER i JOISTON LEDGER TO BEAM(TOE-NAILED) 3-801 PER JOIST 3000(] test the Codes minimum standards. ao Minimum depth-Section 18105.2, 36" minimum coverage to top of footing 16. These drawings and specifications aro instruments of service and , DAMP J015T TO JOIST 00-NAILED) 3-I6d PER J015T shall remain the property of the Engineer whether the project for o f- o 16'x8" Poured concrete wall footings (See Foundation Plan), 30001 test p ,q ry N1 1 RAND! J015T TO SILL OR TOP PLATE (TOE-MAILED) 2-16d (SEE NOTE I) PER FOOT 4" Poured concrete floor slab with 6x6x 10 mesh and vapor barrier which the are made a executed or not. They9 moy not be Used E P on any other project axeopt by written authorization of the Engineer. ,o N( Damp proofing at exterior foundation below grade-Section 1807 17. The engineer has not bean retained for*Re supervision, on-site ' ROOF SHEATHING 30"x30"x12" Deep poured concrete column footings (See Foundation Plan), inspections and certifications as required or requested by the owner, , ` .;STRUCTURAL PANELS 1, 801 (SEE TABLE 38) 3000 teat contractor or local building deportment , • f DIAGONAL BOARD 5HEATHIN6 Deck and porch footings ae noted, 3000 test. 3fi" minimum buried depth UPLIFT -CONTINUOUS PATH CONNECTORS ' • r N" All footings to be carried down to undisturbed soil 1'1415" OR 11x8' 2_� p� wppORi No footing shall be met highier than a 30 degree angle form any other footing USE SINPSON STRONG-TIE CONNECTORS e P Backfill shall not be placed against the wall until the Wall has sufficient strength FOLLOW PRODUCT SELECTION GUIDE AND ' q(' I"k10" OR WIDER 3-6d PER SUPPORT and has been anchored to the floor above, or has been sufficiently braced to INSTALLATION MANUAL FOR HIGH WIND RESISTANT prevent damage by the boodkfill CONSTRUCTION CATALOG C-µW02 •o ' tndr CEILING SHEATHING ANCHOR BOLTS IN FOUNDATION USE: o , y bYF�lM � Floors: SSTS28 WITH BEARING PLATE, SEE FOUNDATION , • rT, � Sd COOLERS l" EDGE / 10' FIELD Floor framing shall be nailatd In accordance with NailingSchedule. h+l r Fireblockin required-Section 716.2 WALL 5HEATHIN6 g 9 NOTES FOR SPACING o Droftatopping required-Section 716.3 • ' Simpson Strong-Pe S I STWG111R.AL PANG-5 8d (SEE TABLE 3,91 Floor Construction: SILL PLATE TO RIM JOIST USE: q G516 IY" COILED STRAP - a 1mn 1v 5 FIRBSOARD PANELS 3/4" OSB plywood subfloor" fasten er Nailin Schedule. UP4 16'O.C. AT EXTERIOR PERIMETER ' • Ib" O.G. 115E 4-8d NAIL5 Floor joists: (See Foundation and Floor Plane spacing as noted AND 4 Ed NOW COMMON WALL 'u i AT EACH STUD W d� t;r ) ) P 9 USE 4 801 NAILS AT EACH END bd 3" EDGE /b' FIELD Fasten per Nailing Schedule o MIN OVERLAP 15 2T" ! - Bd 3" EDGE / 6" FIELD GARA(•O STUD TR ATRACE SILL PLATE OSE: FLOOR TO FLOOR GONNEGTI ONS m 2-2x6 CCA sill with termite shield and sill seal - W r + s Finish floors per agreement SSP CONNECTOR AT 16" D.C. �:. + ,- :WAt:LBOARLY' Sd COOLERS To EDGE / 10" FIELD USE 4 So NAILS AT EACH END •D s Wall Construction: '^ /���s-� .N �k f t OdJRD 8d (SEE TABLE 3.9) Wall framing and finishing shell be nailed and or screwed in accordance with RIM JOIST TO STUD CONNECTION USE: 5ILL PLATE TO RIM J015T AND n Nailing Schedule USE 4 E 16" RIM .,FOIST TO STUD CONNECTION o ,h?Rtf11GLfEdk'iAEtD PANELS bid (SEE TABLE 3.9) 1x6 Pine Schedule wrap USE 4 . 6"D.C. EACH END X p1AOON AL BOARD 5HEATHIN6 Overhangs as noted m y Vinyl vented soffits FLOOR TO F M CONNECTION USE: Q Q I"xb' OR Pxb1 2-8d PER SUPPORT Aluminum utters and leaders MSTA 38, 16 O.C. 9 USE 4 Bd NAILS AT EACH END Simpson 5trong Tie H 4 Ik10' OR WIPER 3-801 PER SUPPORT Siding: (See Elevation Planti FOR CANTILEVER CONDITION USE MIST 2, t6'O.C. 0516 15" COIM 1/2" 5PAGfN6-� BLOCKING AT a Tyvek housewrop USE 4 Bd MILS AT EACH END 014 FLOOR 5HEATHIN6 1/2' OSB sheathing, ase falstening schedule, Nailing Schedule STRAP WIN MIN 12" ALLOWS o 24" D ALLOWS R 2x6 Studs O 16" o.c. with 2x6 shoe and double 2x6 late RAFTER TO STUD CONNECRON USE: OVERLAP AT EACH HOLDDOWN HOLDDOWN [J� 4=� 9'fRLGTURAL PANELS 1/2" Gypsum wall board p MTS 12, EACH ROOF RAFTER STUD INSTALLATION 51DEKALL INSTALLATION ��tiyll g - 1' OR LESS 8d 6" EDGE / 12' FIELD 1/2" MR GWB in wet areas USE 8 1G NAILS AT EACH END .. # ' Note drilling and notching limitations for bearing walla and non-bearing walla GREATER THAN I" IOd 6" EDGE / 6" FIELD RAFTER TO RIDGE AI RAFTER CONNECTION USE: rT I Follow exterior comer framing detail CSZO USE 8-8d NAILS IN EACH END ENDWALL o w PIABONAL BOARD 5HEATHIN6 Roof Assemblies: AT EACH ROOF RAFTER HOLDDOWN 11x6. OR 1'x8' 2-bd PER SUPPORT Asphalt strip shingles shall have a minimum of six(6) fasteners per shingle DECK POST TO CONCRETE CONNECTION USE: (PHD5) ° 0 ° CORNER STUD ° Underloyments application-Section 1507.2.8 PBS44A FOR EACH POST - USE 14 - I6d NAILS CONNECTED TO I'xl0" OR WIDER' 3-801 PER SUPPORT For roof elopes of two(2) unite vertical in twelve(12) horizontal (17% slope), up 0 TRANSFER To o to four(4) units vertical in twelve(12) unite horizontal (33% elope), underlayment DECK POST TO GIRDER CONNECTION USE: 0 Q NE� NWHO OMWREnEfaa AIDE 6ABED ON HALL SIEATNNIS NAILED 6'ON-OBIIER AT TM PANEL WOE.IF HALL S IEATHINS 5 NAILED 5.04- A NTE2 AT THE.PANEL EDGE shall be two(2) layers applied in the following manner: Apply a minimum 19-inch PC44 FOR EACH POST NAILS AT 10 O.G. t DEV T geTAIN Hise ,51@AR OAPAGTIES,NAN,INB RMIMIE NTS FOR STRIGIIaiAL WHIBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,YILH AS 5HEAR RATES, ( ) Y PP 9 PP Y o HOLDDOWN 2-I bd COMMON ` r'a j " 'aHet,L e!hEl17 rO HANTAN 7/B LOAD phiµ (483 mm) strip of undenayment felt parallel with and starting at eaves, GIRDER TO DECK JOIST CONNECTION USE: o (PHD5) ° CO* 9� , fastened sufficientlay to hold in place. Starting at the cave, apply 36-inch-wide MT312 O EACH JOIST ® CORNER STUD # �k z:W'WK4LL^_.TNale 5 GONTIN OUS OVER CZWerTEO fereet5,THE TABULATED Na1BER ELF NAILS SHALL BE PERHITTED TO EE REoucEa TO 1-I6d NAIL PER FOOT. (914 mm sheets of underlet ment, overlapping r y pp'mg successive sheets 19 intens -2-1601 COMMON ® e WI t (483 mm), and fastened aulfficiently to hold in pleas. GIRDER TO DECK JOIST CONNECTION USE NAILS AT ¢" O.G. o CONNECTED To y W s MIS 12 O EACH JOIST 0 Ducts and Air Transfer Opendnge-Section 715 TRAN5FER SHEAR d'rr. ' WALL 5HEATHIN6 ATTACHMENT REQUIREMENTS FOR WIND LOADS FLOOR ���N�Ny,�E� Oo a>34 ,+ Smoke Control System ter 1 n 909 PORCH POST TO q4 - USE: FLOOR TO FLOQR A,�VI<1�4.GTIONS- 9 (120 MPM 3'-SEGE7Np 15U5T = 100 MPH FASTEST-MILE WIND SPEED (PER TABLE 1609.3.IU Enerty Efficiency-Chapter 13-see attached report 2 - AC4 - USE 14 - I6d NAILS OffS310N�` w Underlayment in High Wind-Section 1507.2.8.1 CANTILEVER GON©ITION p >r STRUCTURAL 5HEATHIN6 MAXIMUM MAIL SPACIN6 Ice Protection-Section 1507.2.8.2 PORCH POST TO GIRDER USE: 2 - AC4 r SHEATHtNtS L0GAT1 -STUD $PACING USE 14 - I6d NAILS (SEB NDTE'N DNeHEs OcJ OR PANEL 51DIN6 FOR 8d COMMON NAILS Flashing-Section 1507.2.9 JEFFREY T. BUTLER,P.E. (SEE NOTE 9) (INCHES, O.CJ Masonry-Chapter 21 PORCH ROOF RAFTER TC GIRDER USE: ` E Masonry Chimneys-Section 2111 13/4" MINIMUM b MTS 12 AT EACH ROOF RAFTER BP HOLD DOWN BRACKETS AT SHEAR WALL CORNERS dl"J W EDGE ZONE 16 Masonry Fireplaces-Section 2113 EDGE DISTANCE - f F 12 (SEE NOTE 2) Steel-Chapter 22 to L "IE Electrical-Chapter 27 I^ l0 INTERIOR ZONE 16 E 6 Plumbing-Chapter 29 8 =i F 12 Elevators and Conveying Systems-Chapter 30 AND WINDOW AND DOOR OPENING5 N ; L m u, - 'E = NAIL SPACIFIG, AT PANEL DD6E5 (INJ N Q F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 2 IO ;i,'' qp� I. __ _ O > REUTII hfENTS SHALL f3E WITHIN 115rED.4 RffT OF THE CORNERS. THE 4 FOOT EDGE ZONE ATTACHMENT - 4„ O z Q w I 2. TABULATED 12 INCH 04. NAIL 5PAUN5 ASSIIMF5 5HEATHIN6 ATTACHED To STUD FRAMING 5»> Son Strong-Tie Ie q Uj '!'EMBERS WITH 020.411. FOR FRAMING NEFISER5 WITH 0.42<-_AO.4q, THE NAIL SPAGINSS SHALL AACA T EACH POST '". BE REDUCED TO 6 INCHES O.G. RIDGE TEN510N STRAP 0520 USE b-8d NAILS GGG •. - 3. FOR EXTERIOR PANEL 5101!6, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED SEE PLAN IN EACH END AT FOR COMMON NAILS, EACH ROOF RAFTER W imp 9 i- v O3 Ln �. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RE515TINO LATERAL 4 SHEAR LOADS (/ RAFTER m FOUNDATION BRACING WALL PERIMETE MAXIMUM ANCHOR MAXIMUM ANCHOR 5n O +� ANC,HOR BOLT L•ONNECTION BOLT 5PAGIN6 (INJ BOLT SPACIN6 (INJ d SUPPORTING EDGE NAIL SPACING (IN) (1/2" ANCHOR BOLT5) (5/8" ANCHOR BOLTS) SILL PLATE TO F4JLINVATiON 1 STORY 46 l2 2" MINIMUM •L I eyF;, (GRANS. SPADE OR BA9N3.6JT) 2 STORIES ALL 23 36 51DEGQVER .; 3 STORIES 15 23 •S .t 5-ImDSgn Strong-Tie + RIDGE BEAM � �� . t YWJ J TE TO FAllOA I-3 STORIES 3 19 28 !ATT5E44ACH P05T FOOTING 55'TB2n WIT 6P ' Simpson 5tr Tie 6 36 21 RIDGE TEN51ON STRAP DETAIL Ix; PORCH COLUMN CONNECTIONS ANCHOR BOLT DETAIL Q Of C1 NOI& N4AX 12'l9izOFW EK.µGORNf3R AND EKAf SPLICE, PROVIDE BEARING PLATE BY SIMP50N, 5ff DETAIL a i