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HomeMy WebLinkAbout42592-Z �p Town of Southold 2/14/2019 P.O.Box 1179 53095 Main Rd # Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40198 Date: 2/14/2019 THIS CERTIFIES that the building COMMERCIAL Location of Property: 75795 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 45.-7-5.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/15/2018 pursuant to which Building Permit No. 42592 dated 4/20/2018 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: PROFESSIONAL OFFICE BUILDING WITH REAR COVERED ENTRY AND HANDICAP RAMP AS APPLIED FOR The certificate is issued to 820 Front Street LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C16-17-0008 02-12-2019 ELECTRICAL CERTIFICATE NO. 42592 11-08-2018 PLUMBERS CERTIFICATION DATED 12-26-2018 IcN W Fer er 0 (70 Signature 11== TOWN OF SOUTHOLD i Ne- BUILDING DEPARTMENT p' TOWN CLERK'S OFFICE SOUTHOLD, NY 4 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42592 Date: 4/20/2018 Permission is hereby granted to: 820 Front Street LLC 2865 Sound Dr Greenport, NY 11944 To: demolish existing dwelling and construct a professional office building as applied for per Planning & SCHD approvals. At premises located at: 75795 Route 25, Greenport SCTM #473889 Sec/Block/Lot# 45.-7-5.3 Pursuant to application dated 2/15/2018 and approved by the Building Inspector. To expire on 10/20/2019. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $2,634.40 CO -COMMERCIAL $50.00 DEMOLITION $635.10 Total: $3,319.50 B spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 (� Date. �� 6 New Construction: Old or Pre-existing �Buildin (c ck one Location of Property: -7S % `j/ , House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 7 Lot Subdivision Filed Map. Lot: Permit No. `��i��d— Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: )�r^^rte^ rPrtificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a roger.richert(D-town.southold.ny.us Southold,NY 11971-0959 Q c4UNT'I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 820 Front St LLC Address: 75795 Rt 25 City- Greenport St: New York Zip 11944 Building Permit#- 42592 Section: 45 Block: 7 Lot: 5.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA. Davis Electric License No 35409-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 73 Ceiling Fixtures 23 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 6 Wall Fixtures 7 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 63 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches E55 Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination smoke / co detectors, 11-exit/ emergency fixtures Notes: Inspector Signature: ' Date: November 8 2018 81-Cert Electrical Compliance Form.xls soUTyo� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOUTHOLD D JAN 2 3 n !J - jjLj)AI 717 J J TOWN OJT SOUS d, '..., CERTIFICATION Date: 14, 6,1/$ Building Permit No. 7259Z Owner: \rCo-ry- p B20 Flo vT ST L L c. (Please rint) Plumber: �O�,V �✓A -•2 �tSt.�vvd /�iPi�v{ S-01.vT-10AIS (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of z.6U� , 20_[a_ L --g- "'Ov Notary Public, S�-i �K County DEBORAH H.VAN DUZEzR NOTARY POM STATE OF NEW YORK ReogrWm No.OIVA6186177 QmWidw E*m April 23,Z0 Hampton Home Performance (631) 594-7101 PO Box 866 •Bridkehamyton, NY 11932 DATE: 11/10/2018 TEST# 11102018D 2015 IECC/2016NY-ECCC 2016 Duct Leakage Testing Compliance Letter Home Address Tested: 820 Front Street Greenport,NY Sq. Ft. of area served: 2,900 sgft Test(s) Performed: Duct Leakage Test Must be <or=to 116 CFM25 CFM25Allowed =Area Served Sq.Ft. /100 x 4 CFM25= 107.9 or 3.78cfm2000sgft CFM25Allowed= 2,900 sqft/100 x 4 cfm = 116 CFM25 Result: PASS Exceeds code minimum b 7 %. Signature confirms the validity of the above test results. X ��� Attention Building Inspectors: �7U Pete Vargo Please do not hesitate to call to RESNET Certified HERS Rater confirm that this test was #2344429 completed by a certified, third PHIUS+ Certified Passive House Rater/Verifier party, independent, professional BPI-DOE Certified Quality Control Inspector(QCI) and to verify TEST # and results. BPI Certified Multi-Family Building Analyst Energy Auditor/Building Performance Consultant (570) 490-3928 �f q kovi'l Hampton Home Performance (631) 594-7101 PO Box 866 •Bridkehampton, NY 11932 DATE: 11/10/2018 TEST# 11102018B 2016NY-ECCC 2016 Air Leakage/Blower Door Testing Compliance Letter Home Address Tested: 820 Front Street Greenport, NY Cubic Volume of Conditioned Space: 26,100 Test(s)Performed: Blower Door Must be<or=to 3.00 ACHso ACHso = CFMSo x 60/volume of conditioned space ACHso= 1.96 ACHso = 853cfmso x 60min/hr/ 26,100 cuft = 1.96 ACHso Result: PASS Exceeds code minimum by_34 %. 2015 IECC Code minimum for Blower Door Test< 3.00 ACHso Signature confirms the validity of the above test results. Attention Building Inspectors: Pete Vargo Please do not hesitate to call to RESNET Certified HERS Rater confirm that this test was #2344429 completed by a certified, third PHIUS+Certified Passive House RaterNerifier party, independent, professional BPI-DOE Certified Quality Control Inspector(QCI) and to verify TEST # and results. BPI Certified Multi-Family Building Analyst (570) 490-3928 loo� o��pF SOGIyO * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [%//FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING / REMARKS: t!U Bali✓ w k � A✓ P� 60tms R40 Or= J-0 P(ape4og=., t,vs/w )oa e-b ry 4v4rtzj DATE INSPECTOR ` y*pF SOUIy �o� o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK DATE INSPECTOR �y OF SOUlyO6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTp ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION IV FRAM-AG /STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: fimn. cel H+ ►11 K �V✓l� `6 DATE INSPECTORy4am4k- 0 of SOUjy�6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 7 Com' [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �d INSPECTOR � OF SOUlyo6 * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR h� `D * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: Wwlxv% c*v[ vjoq� MAEA (AV o w av n� OAQAk�*�o (AA It Ca; liviA, A�0106A CV1 ol .4wiwim L ✓ It Ca 1!92 t tq&444 0:!SN j-0 CIJ&V A) DATE 3 INSPECTOR I • a SO(/T�O } # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �A_Ao, fu DATE INSPECTOR pF SOUjy�6 # # TOWN OF SOUTHOLD BUILDING DEPT. °`�courm` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I INSPECTO i �o��oF souryo� # TOWN OF SOUTHOLD BUILDING DEPT. °�couxni� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATTI"ON rl FRAMING /STRAPPING FINAL 611 44 60 (�' 7 [ ] G S G [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING EMARK mm • y �lvv k , 4fj M"W na sufv sOKA - o Wvbom S' q rots L� �✓ CCo; � � DATE L )A 1B INSPECTOR qyA v of souls 06 * # TOWN OF SOUTHOLD BUILDING DEPT. coulm` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINALA- C""wV-4- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: *All p A Av�VVV4 UYN�U DATE INSPECTOR D APPLICANT: S.C.T.M.* 1 OOO CHAPTER 23 (Property Owner.Design Professional,Agent,Conenctor,Other) —3.— O��t' NAME. J0414 ttecica- Vol Section B� Lot STORMWATER owDRAINAr Date: + f INSPECTION REPORT H�11 F SOu k lure r:gly.Nni4r COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA OESC,IMOII OF SITE WONII TO BE COMPLETEO YE NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. RA _ c. Condition of Stockpiled Soils. _ d. Verification of Size&Depth of Leaching Pools. Gp _ e. Verification of Drain Pipe Installation/Concrete Parging. f. Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property h. Inspection of Gutter&Leader System-Drainage Piping i. nstalation o propose Swimming Poo anTdischarge ring. }. Inspection of Construction Entrance/Staging Area(s). k. Local ion of proposed concrete washout area(s). A Final Inspect ,in Report mu.t he completed prior`o issuance of Certificate of Occupancy The applicant has three options for certification of drairLige installations �k OPTION*: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION*:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION & Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*: 1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES TOS Review NOTES: • i FOR ENGINEERING L'PAIt'1' N"USE ONLY**** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) ApprovedBy: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date: Inspection". �}L Completed & Approved by the Engineering Department. FORM * SWCP spectton Report Form-TOS October 2014 �zs9a. A -4 � I LATHAM SAND & GRAVEL, INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 January 3,2019 Boger Construction P.O. Box 1603 j�M Southold,NY 11971 ` u Re: Roof and Driveway Drainage-#820 Front Street, Greenport JAN 5 9 Drywell Certification TOWN OF SOU ii�:�.� Drainage Calculations: Roof coverage area x rainfall x runoff coeff. 2,902sf x 2/12ft x 1.0 = 484.6 cu.ft. Parking lot and sidewalk area x rainfall x runoff coeff. 8,416sf x 2/12ft x 1.0 = 1402.7 cu.ft. Use(4) 10'diameter x 7'deep pool(478.9 cu.ft each) Provided(1915.6 cu.ft)>Required(1887.3 cu.ft) On November 1-2, 2018, I oversaw the installation of the roof and parking lot drainage systems for the office building at 820 Front Street, Greenport. Installed were four drywells 10'diameter x 7'deep. Three of the drywells are located in the parking lot with cast iron open grates. The fourth drywell is located in the front yard adjacent to the entrance driveway. All of the building downspouts are connected to these drywells. Roof drainage for the future storage garage has not yet been installed. SOF NEW Y Respectfully submitted, r t John D. Hocker,P.E. �a� Vice President mss Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil•Excavating and Land Development • • • • COMM[ENTS , FOUNDATION (IST) MAMMEWN,7,T ,► r • • • h,VON WIL5 EMA lJ'/� � •� ► �r n n t _ ROUGH FRAMING& PLUMBING INSULATION PER N. Y-. STATE ENERGY CODE x =, -m I m- f hr LIM h!/jW.;T. iMVK^4A, . i:?JIVfIN .. Lpp IAP iq M 1IT-M '�'EUZAM Wl I I _W F=LA �17i� OL��IIIEWI N 10 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 'J 2 Survey SoutholdTown.NorthFork.net PERMIT NO. p� "L� Check Septic Form N.Y.S.D.E.C. Trustees n C.O.Application II I l�Ml� Single Flood Permit Examined �b 20 l D � &Separate 41 D Storm-Water Assessment Firm rr F E B 15 2018 Contact: Approved �� ,20 ly Mail to:��OTT�LI�aE+� Disapproved a/c - n TOWN �rrsoi.D z&/ p63.268f� Phone: Expiration '20 7�''-37yl i Bu in spector 15 �/ PLICATION FOR BUILDING PERMIT MAY 017 Date M 14y Z Z , 20 1-7 INSTRUCTIONS BUILD DEW. aT�l�h' We 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 shal I 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. UJ (Signatur f applicant or name,if a corporation) Pa y lus, SoUi-ha'O, N 1191/ (Mailing address of applicant) State whethe applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder wr Name of owner of premises 812-0 r auto sueer (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 8 26 ka wr ST. G wN 0612 House Number Street u Hamlet County Tax Map No. 1000 Section —y J� Block 7 Lot �' 3 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 occupanc� J%V�IL� Fs��icy /l�siOf.c,�C� 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 I � o be paid on filing this application) 5. If dwelling, number of dwelling units .i r- Number of welfi nits on each floor If garage, number of cars -6. If business, commercial or mixed occupanc�, specify nature and Extent of each type of use. A 7. Dimensions of existing structures, if any: Front 23 , 5 , Rear �-S Depth �116 � Height 7, Number of Stories Z -5nLx_f Dimensions of same structure with alterations or additions: Front Rear Dj9 � ��Height J# Number of Stories / 8. Dimensions of entire ne construction: Front 68 Rear �'� Depth �3 Height j8 ` �" Number of Stories / 9. Size of lot: Front (90. ?-57 le Rear /A0 •qs' Depth /95: -7z- 1 . Date of Purchase 2 Dl-7 Name of Former Owner 1 I . Zone or use district in which premises are situated 40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V 1 i. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 4524 AUAr Sr4C-Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 1 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�EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �/ IF YES, D.E.C. PERMITS MAY BE REQUIRED. 1 . Provide survey, to scale, with accurate foundation plan and distances to property lines. I ,. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. S ATE OF NEW YORK) ��ccAam�W SS: COUNTY OF�I I " being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that 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 toore me this �fld day of a 2017 IAP RAGEY L. DWYER otary Public tjOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRE$JUNE 30,2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 8, 2017 TO: Scott Boger(Schriever/820 Front Street LLC) PO Box 1603 Southold,NY 11971 Please take notice that your application dated May 22, 2017: For permit to demolish an existing single-dwelling and to construct a professional office building at: Location of property: 75795 Route 25, Greenport,NY County Tax Map No. 1000— Section 45 Block 7 Lot 5.3 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII, Section 280-127, the proposed use requires site plan approval from the Southold Town PlanningBoard. oard. You may now apply to this agency directly. 4 Auth t e Si ature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *QF SO!/r P.O.Box 1179 54375 State Route 25 ��� y�lO Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 c www.southoldtownny.gov COUI�I PLANNING BOARD OFFICE p [EC[Em TOWN OF SOUTHOLD DD FEB 1 4 2018 February 6, 2018 BUILDING DEPT. TOWN OF SOUTHOLD Mr. Charles Southard Jr. 435 Bay Home Road Southold, NY 11971 Re: Approval - Site Plan for Front Street Professional Office 820 Front Street, ±340' n/e/o Moore's Lane & Route 25, Greenport SCTM#1000-45-7-5.3 Zoning District: Residential Office (RO) Dear Mr. Southard: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, February 6, 2018: WHEREAS, this proposed Site Plan Application is to demolish an existing two story dwelling and construct a 1-story 2,902 sq. ft. building for a professional office with a 2,902 sq. ft. basement for related storage, a 744 sq. ft. garage for accessory storage, and 16 parking stalls on 0,8 acres in the Residential Office (RO) Zoning District. The property is located at 75795 Route 25, Greenport; and WHEREAS, on June 9, 2017, Charles Southard, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on June 26, 2017, the Planning Board found the application incomplete for review and required revisions and additional information; and WHEREAS, on July 5, 2017, Charles Southard, authorized agent, submitted the required materials for review; and WHEREAS, on July 24, 2017, the Planning Board formally accepted the Site Plan Application as complete for review with revisions to be made immediately; and Front Street Office Paqe 2 February 6, 2018 WHEREAS, on August 1, 2017, Charles Southard, authorized agent, submitted a portion of the required materials for review; and WHEREAS, on August 9, 2017, Charles Southard, authorized agent, submitted a portion of the required materials for review; and WHEREAS, on August 14, 2017, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on August 28, 2017, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments, and performed a coordinated review under SEQRA; and WHEREAS, on September 6, 2017, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on September 11, 2017, a Public Hearing was held and closed; and WHEREAS, on September 19, 2017 the Suffolk County Planning Commission (SCPC) determined the proposed action as a local determination; and WHEREAS, on September 22, 2017, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on September 22, 2017, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, on October 27, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on November 6, 2017, the Southold Town Engineer reviewed the application and required revisions to the Site Plan in order to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on November 6, 2017, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, at a Work Session on November 6, 2017, the Planning Board reviewed comments from the Public Hearing, referral responses and staff analysis for the proposed application and required revisions to the Site Plan and additional information; and r ` Front Street Office Page 3 February 6, 2018 WHEREAS, on January 5, 2018, Charles Southard, authorized agent, submitted revised Site Plans and additional information as required; and WHEREAS, on January 5, 2018, the Suffolk County Department of Health Services (SCDHS) granted approval C10-17-0008 for a "non-medical office space and storage garage" @ 203.88gpd; and WHEREAS, on January 22, 2018, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on January 25, 2018, the Planning Board sent a request for a use certification to the building department for the proposed action; and WHEREAS, on February 1, 2018, the Southold Town Chief Building Inspector reviewed and certified the proposed professional office as a permitted use in the Residential Office (RO) Zoning District; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan shown on the site plan entitled "820 Front Street LLC", prepared by Charles W. Southard, R.A., dated May 17, 2017 and last revised January 23, 2018, and authorizes the Chairman to endorse the site plan. Conditions 1. The garage and basement are for accessory storage to the office use only and any other use of these areas will require an amended site plan application; 2. A truck apron shall be implemented for the construction period with a landscape fabric bottom then larger stone on top, for protection of the sidewalk and existing apron ramp; 3. Before the support of an issuance of a Certificate of Occupancy (CO) by the Planning Board, the sidewalks and driveway apron shall be inspected for any damage and repaired if necessary. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the Front Street Office Page 4 February 6, 2018 light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code; 2. All storm water run-off from grading, driveways and gravel areas must be contained on site; 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work; 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension; 5. Any changes from the Approved Site Plan shall require Planning Board approval; 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, ) Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: d-A.,,J FDfln'�- , Applicant Signature: I '-.F to Date: OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexti0��o� SUUjyolo P.O. Box 1179 54375 State Route 25 1 71 (cor.Main Rd. &Youngs Ave.) F�q.�e 'Z 938 Southold, NY va �r www.southoldto .gov ply �� FEB - 4 ?019 OOUNT`l,� ;- TOWN, OJF SOUTtiu-, . PLANNING BOARD OFFICE TOWN OF SOUTHOLD ; U February 4, 2019 F Ep a19 Mr. Charles Southard t 435 Bay Home Road TO'��.� Southold, NY 11971 Re: Approved Site Plan for Front Street Professional Office 820 Front Street, ±325' We Moore's Lane & NYS Route 25, Greenport SCTM#1000-45.-7-5.3 Dear Mr. Southard: The Planning Board has found that the requirements of the above-referenced Site Plan and the three (3) conditions required in the February 5, 2018 Planning Board resolution, have been completed based on the site inspection made January 14, 2019. The site is now in conformance with the Approved Site Plan entitled "820 Front Street LLC", prepared by Charles W. Southard, R.A., dated May 17, 2017 and last revised January 23, 2018. The Planning Board allowed the following as-built changes to the Approved Site Plan: • The 744 sq. ft. accessory garage was not constructed; • The addition of two (2) wall pack light fixtures at the front entrance of the building; Please note that all required plantings shown on the approved plan must be installed no later than June 1, 2019. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Front Street Office Page Two February 4,_2019 Respectfully, Donald J. Wilcenski Chairman cc: Scott Boger Michael Verity, Chief Building Inspector James Richter, Town Engineer �/ ��pEFQ1� BUILDING DEPARTMENT - Electrical Inspector C TOWN OF SOUTHOLD q Town Hall Annex - 54375 Main Road - PO Box 1179Southold, New York 11971-0959 ' Telephone (631) 765-1802 - FAX (631) 765-9502 �1 roger richertna town.southold.ny.us l0 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - - - - - Date: Company Name: < f5 Name: D #9 License No.: ME T- email: Address: 11"713 Phone No.: JOB SITE INFORMATION: (All Information Required) Name: 92-16 ) I Address: gS Z Cross Street: Phone No.: Bldg.Permit#: Z Z email: Tax Map District: 1000 Section: Block: Lot: -3 BRIEF DESCRIPTI N QF VYORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES/ NO Rough In Final - Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: '2,6k) A # Meters Old Meter# New Service -Fire Reconnect- FI d Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 27H Frame ✓ Pole Work done on Service? fl N Additional Information: RMM U V L= PAYMENT DUE WITH APPLICATION AUG 9 2018 4$ 2�2)&-5 BUILDING DEPT. T(I WNSOV S IE�.X�S ©�SUFFo�k�oG Town Hall Annex �� y.� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 79 . P. OBox 11 _ . -- - --- OSouthold, 11. 1 19. 1 0959 y • O!� dol � �a - BUILDING-DE-PARTMENT --- - NOTICE OF UTILIZATION OF TRUSS TYPE.CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: F2-o F20A17- S T/t✓E�7- Location Location of Properly: U0 W' 6W�-' t 7716CG !2 Please take notice that the, eck appligpblelihe): New commerci��l orxesAntal structure- Addition tructureAddition to e, t 'comm8r tal.Pr residential structure F habilitatibrvti_ existir ;commercial or residential structure to be construc#eWor perfo'r ned•at the subj6bt property reference above will utilize (check applicabtejtm); V/ Truss it ipe. n,struction (TT) Pre-engineere •wood construction (PW) Timber construdoh (Tl$) ' .. r in the following location(s) (check applicable-line)• -42� — Floor framing, including girders and beams (F) Roof framing (R) Iz Floor and roof framing (FR) Signature: Name (person submitting this form): �CG7T7` goceEez Capacity( heck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 �'ooffoc�-oo ELIZABETH A- NEVILLE,MMC ��� Gy Town Hall,5309,5 Main Road TOWN CLERK o P.O Box 1179 tis x Southold,New York 11971 REGISTRAR OF VITAL p Fax 6311766-6145—STATISTICS MARRIAGE OFFICER A a�� Telephone(631)765-1800 RECORDS OF MANAGEMENT OFFICER �.� southoldtown.northfork.net FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 16,2012 Patricia C. Moorc 51020 Main Rd Southold NY 11971 Dear Ms. Moore: Enclosed herewith is a certified copy of the Town Board Resolution No. 2012- 560 adopted July 3,2012 changing the zoning of the parcel owned by Mr. Schriever, SCTM-41000-45-7-5.3 from Residential Low-Density (R-40) to Residential Office (RO). This office is holding your$50 check(No. 9334)as deposit for the sign announcing the Public Hearing for the change of zone. Please return the sign as soon as possible so we may return the check to you. Should you have any questions concerning this matter, please do not hesitate to contact this office. Very truly yours, Linda J. Cooper Deputy Town Clerk Enclosure 4/9/2018 Mail-scottboger@hotmail.com -.11ui t i ox-0k N/'a I Search Mail and People JO New I 4) Reply I ® Delete p Archive Junk Sweep Move to Categories ••• Folders 820 Front St Inbox 159 Junk Email 414 Adam Brautigam <abrautigam@greenportvillage.org> Fri 4/6 12 25 PM Drafts 110 You Sent Items Hello Scott, Deleted Items 46 Archive As discussed on the phone,this e-mail is to signify that the meter and service at 820 Front St.in Greenport NY has been compie*d Conversation History This now allows you to continue work at said address. Please confirm you received this e-mail,and feel free to contact me with any other questions or concerns. Thanks, Adam Brautigam Utility Biller Village of Greenport 631-477-0248 x 202 Please consider the environment before printing emails or attachments. u O &A G https://outlook.live.com/owa/?path=/mail/inbox/rp S�jOOLH Co 'fi 1 �9TER AUTHORI�� 4060 Sunrise Highway,Oakdale,New York 11769-0901 April 11, 2018 Boger Construction scottboger@hotmail.com RE: 820 Front St, greenport To Whom It May Concern: On April 10, 2018, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb box, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, (�; - &44,oca— Lisa Cetta New Construction Manager LC/by Kennel Stenger Senn at i o n a l g r i d Senior Supervisor Customer Fulfltknent Department April 19, 2018 Scott Boger D P.O. Box 1603 Southold, NY 11971 APR 2 0 2018 E-mail: SCOTTBOGER HOTMAIL.COM BF &RGDEM National Grid WO#7102068087 Z+OWN OF 90UMOLD Service Address: 820 Front Street Greenport, NY 11944 To Whom it May Concern: This letter is to advise you that National Grid Investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"819", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, �w Kenneth Stenger Senior Supervisor Customer Fulfillment Gas NY 1650 Islip Ave.Brentwood,NY 11795 T:631-348-6150 F:516-545-2333 kenneth.stergerQnationalgrid.com www.nationalgrid.00m amwWROT MiTek® MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: BOGER 820 FRONT STREET-GREEN PORT,NY The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Universal Component Corporation. Pages or sheets covered by this seal: I32683342 thru 132683343 My license renewal date for the state of New York is January 31,2020. D Vf"�9 7[E D MAR 1 5 2018 TOWN OF SOUTHOLD �< or NE{�,Y �P GAR, � /9O9� r � C1 W LU 2 2 N�OA ti0 9p ss% March 12,2018 Garcia,Juan IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. lop Truss Truss Type Qty Ply 820 FRONT STREET-GREEN PORT,NY 132683342 torwl BOGER Toll GABLE 4 1 Job Reference o Universal Components Corp. Branford,CT 06405 8.010 s Aug 112017 MiTek Industries,Inc. Mon Mar 121620:06 2018 Page 1 ID:42gWS2Tn3EodORvsihRz917P-f4Q 6_VtAub1pl9nbOx8gPWMgID2SRdcy PmzbdNt 228-0 113-0 113-0 4x4= Scale=1:49.6 8 7 9 8.00 12 6 28 2910 5 11 4 12 3 13 2 Y1 14 I 151 4,4= 27 26 25 24 23 22 21 20 19 18 17 16 414= 4x4 = 228-0 r 228-0 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 30.0 10LumberPlate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 14 n/r 120 MT20 197/144 (Roof Snow--30.0)3LuDOL 1.15 BC 0.03 Vert(CT) 0.00 14 n/r 120 TCDL 10.0 Rep Stress Incr YES WS 0.22 Horz(CT) 0.00 14 Na n1a BBCCDL 10.0 a Code IRC2015/PP12014 Mat ix-R Weight 91 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 64).0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc.bracing. OTHERS 2x3 SPF No.2 REACTIONS. AN bearings 22-6-0. (Ib)- Max Horz 2-174(LC 10) Max Uplift All uplift 100 lb or less at joird(s)2,23,24,25,26,27,21,19,18,17,16 Max Grav All reactions 250 lb or less at joints)2,14,22,24,25,26,27,19,18,17,16 except 23=275(LC 17),21-275(LC 18) FORCES. (lb)-Max.CompJMax.Ten.-AN forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=135mph(3-second gust)Vasd=107mph;TCDL=5.Opsf,BCDL=5.OW,,h=25ft;B--50R;L=301t;eave=2R;Cat. II;Exp B;enclosed;MWFRS(directional)and C-C Exterkx(2)zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL-1.60 plate grip DOL=1.60 2)Truss designed for wind bads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVrPI 1 3)TCLL.ASCE 7-10;Pf=30.0 pall(flat roof snow);Category 11;Exp B;Partially Exp.,Ct=1 1 4)Unbalanced snow bads have been consklered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs norm-concurrent with other rive loads. 6)All plates are 1x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 240-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. ��OF N Ej'�Y 10) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chard and any other members. �Q Jp,N GA%/ Q9 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,23,24,25,26, y 27,21,19,18,17,16. CO * ttr r T- o W m w s ZN�OA �o.08009, ��C9 9�FESSIONP March 12,2018 AwARsawG-vlvaydasrampmameaws a rid READ NOTES ON Tw AND ffmLuow farm REFERENCEPAGE AW7473 rev.I&MI fa BEFORE USE. Design valid for use only with MlTehte connectors.This design is based only upon parameters shown,and is for an indtvtdusl building Component,not e truss system.Before use,the building designer must veiny Me applicability of design parameters and property incorporate this design into the overall 10 Is building a fequinxi Bracing �� temporary and t bracinga wOP p � � rgenal1regarding On MIek' fabrication,$longe,delivery,Wedion and bracing of trusses and truss systema,we ANSVTPN Guaaty Craerla,DS549 and BCah Bu9ding Componad 16023 Swinpky Ridge Rd Softly Information avail"from Truss Plate Insaute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job ► Trus Truss Type Ott, Ply 820 FRONT STREET-GREEN PORT,NY 132683343 BOGER T02 FINK 60 1 Jqb Reference Universal Components Corp, Branford,CT 06405 8.010 s Aug 112017 MITek Industries,Inc. Mon Mar 1216:20:08 2018 Page 1 ID:42gipsHS2?n3EcdORvsihRz917P-bTYkXgW7i WsT32JAIRzalgb)C60ehybk4wRpTtzbdNr 5.9-75 11-3-0 1641-1 22$0 5 8 15 581 T541;1 5-9-15 4x6 Scale:7/4'=1' 4 8.o0 12 12 13 1x4 1x4 3 5 2 6 oh ,r�- - - - 711 0 9 10 11 8 4x4 = 04 = rX- 4x4 7-7-10 14-10.6 + 22-" 7-7-10 7-2-12 7-7-10 Plate O(tsets(X.Y1- 18:0.3-0.0 3 4] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loci) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.13 8-9 >999 240 MT20 197/144 (Roof Snow--30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.18 B•9 >999 180 TCDL 10.0 Rep Stress Ina YES WB 0.25 Horz(CT) 0.04 6 n1a n1a BOLL 0.0 Code IRC2015/TPI2014 Matrix-R Wei BC 10.0 gat:78 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF N0.2 TOP CHORD Structural wood sheathing duality applied or 4-0-8 oc pudins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x3 SPF No.2 REACTIONS. (lb/size) 2--1160/0-6-8,6=1160/0-5-8 Max Horz 2=174(LC 10) Max Uplift 2z135(LC 12),6=135(LC 12) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3--1599/326,3-4-1399/389,4-5-13991389,5-0=1599/325 BOT CHORD 2-9=162/1246,8-9--7/826,648--16211218 WEBS 3-9=-415/218.4-9=142/612,44)--142/612,5-8=415/218 NOTES- 1)Wind:ASCE 7-10;Vuk=135mph(3-second gust)Vasd-107mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=50ft;L=30ft;eave=4ft;Cat. 11;Exp B;enclosed;MWFRS(directional)and C-C Exterio42)zone;cantilever left and right exposed,and vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL.ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp 8;Partially Exp.,Ct=1.1 3)Unbalanced arrow bads have been considered for this design. 4)This truss has been designed for greater of min ro&five load of 16.0 psf or 2.00 times fiat roof load of 30.0 pef on overhangs non-concurrent with other live bads. 5)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrerd with any other live loads. 6).This trues has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3$0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) �! �F NE 2=135,6--135. �P �JPN GAR 0 � ,9 0 LUW m a 2 FQ .0800 A9OFEss%°NP� March 12,2018 A WAMMG-V-ft 5 W prarrrsrra nW READ NOES ON TM AND a1CLUDED asrac REFERENCE PAQE a0-7471 rev.16=/1016 BEFORE USE Design valid for use only with MiTeW correctors.This design is based only upon parameters shown,and is for an Individual budding component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property Incorporate this design Into the overall budding design.Bracing indicated!is to prevent bucking of irdlMual truss web and/or lord members only.Adddlonal temporary and permanent bracing MOW always rev*sd for soft and to prevent-lapse with possible personal 0*"and property damage.For general guidance regarding fit fabrication.storage,deh",erection and braosq;of trusses and truss systems,we ANSVTM Quality Crileft,DSO-89 and SCSI Budding Comport 18023 Swkgley Ridge Rd 9afMy Information available from Truss PIKe Ins0kne,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,0110 W017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 1 6-4-6 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft4n-sixteenths. Apply plates to both sides of truss1 2 3 1 Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,Is always required. See SCSI. O'yIs C1-2 C2-3 2. Truss bracing must be designed by an engineer.For 16 wide truss spacing,Individual lateral braces themselves O WEBS tN4may require bracing,or alternative Tor 1 = ,� y, O brang shoudbeconsideU { 3. Never exceed the design loading shown and never U stack materials on Inadequately braced trusses. 1 p 4 Provide copies of this truss design to the building For 4 x 2 orientation,locate CIA CS-7 C" ► designer,erection supervisor,property owner and Plates 0- 'Ile from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. i 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIITPI 1. connector plates. THE LEFT. 7 Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1 'Plate location details available in MiTek 20/20 NUMBERSILETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber ICC-ES Reports: i The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator General practice{s to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless Otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 114 Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,If no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or atter truss member or plate without prior (supports)occur. Icons vary but ®2012 MITek®All Rights Reserved approval of an engineer reaction section indicates joint number where bearings occur. 17 Install and load vertically unless indicated otherwise. Mln size shown is for crushing only. =1111111110,In 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,bads,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracin W1 is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek0 ANSI/TPI 1 duality criteria. Installing&Bracing of Metal Plate i Connected Wood Trusses. MTek Engineering Reference Sheet:MII-7473 rev 10/03/2015 SURVEY OF PROPERTY A T GREENPORT N/O/F TOWN OF SO UTHOLD I ' GREENPORT UFSD SUFFOLK COUNTY, N. Y. DOAKD OF EDUCATION 1000-45-07-5.3 I (5CHOOL FIELD) SCALE. 1'=30' APRIL 13, 2017 '0_ .� EL.14.5 N5133'40"E 180.95, EL.12.3 -� 'E. - E. DILAPIDATED 5TOGKA6E FENGE FE. GMF JJ 1.7'E. 015. 0.8'5. W OL w o�M520,4i O � Z C)< .2 `` DROKEN I W ASPHALT + GRAVEL , O°L v DRIVEWAY I N o r 0 FE. 1 w 0.9'W. F tr < W CONCRETE w 1 G.L.F. J SLAB w O 1 15E. O 5TKDE. FE. .3'W. Z < x—z— m W p ILoe W Z < 1 I How Z J Q W J 1 C W EL.13.719 FE.J O J I W < w 0.9'W. Q = Q 1 IL DL 0 -j - � ~ 0— z — I \ OL W OIL � w 0.4 v 0.4'W' > TANK O Z O O - Q /ST\1 d1'Oo ' CONCRETE WALK � 1 J W 89.6' i m m � _ O w JKF' .2 21.2 w 0 O J - Z wC14 GP Q FR. HOU5E U� LL GP; _ , F IN.FLR. EL.16.2M z y Q S 'o 23.3' CONCRETE 310.00' G.L.F. 0.2508 FE. z FE. G.L.F.0.3'W. O/L.E.W. O/L .j 0.1'5. 0.3E. EL.15.4 5TOGKADE FENCE 5TOGKADE FENCE EL.14.5 M.H. CVK. GONGRETE 5/W CONCRETE 5/W GMF GONG CURB Q APRON GONG CURB eGONG. CURB UTILITY POLE WATER VALVE) UTILITY POLE-/ 589'33,30„W 160.95 — w w w�— w w w w w w w — WATER VALVE (PUE5LIG WATER IN 51REET) EL 5.5 RRONT STREET EL.14.9 TEST HOLE DATA McDONALD GEOSCIENCE 23 03 2017 • � � DARK BROWN LOAM OL (DWELLING) J 1' I W II W BROWN SILT ML I II ( I 4' I 1 1 1 1 1 BROWN SILTY SAND AND SANDY SILT SM do ML I I I I I 00 8' 1 1 1 1 1 BROWN FINE TO COARSE SAND SW I I I I I 8.7' WATER IN BROWN FINE TO COARSE SAND SW 15' NOTE.• WATER ENCOUNTERED 12.3' BELOW SURFACE p = MONUMENT ELEVA 710NS ARE REFERENCED TO NA VD 88 /.; 40418 ANY AL 7ERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA TION OF SECTION 72090F THE NEW YORK ST47E EDUCA77ON LAW. PE�,,ONICJD(50 7 EYORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOTAL AREA = 35,403 SO. FT. 1230 TRAVELER STREE 71T WHOSE SIGNATURE APPEARS HEREON. or 0.813 ACRES SOUTHOLD, N. Y. 119 17-02,6 DRAM NAGE GALGULATI ONS: FROPERTr I NF®R AT I ON : Charles K Southard Jr. area Material area run-off coef. Rainfall = volume = V.F. Owner: 820 Front Street LLC ARG I T G T Now or formerly \ Area A Applicant Address: Jason Odell I Parking Asphalt 478 100% =.167 = 701.8 Greenport UFSD � 820 Front Street 435 Bay Home Road NORTH School field Parking gravel 7,722 100% =.167 = 128q.6 Greenport, NY 11944 Southold Point N.Y., 11971 Walks concrete 216 100% =.167 = 36.1 Applicant Phone #: (631) 477-3011 N84id33'40"E 6' stockade fence EI. +12.3 = 1405.5 cu. ft. / 68.42 = 20.5 of pp Phone: (631)471-5228 EI. +14.5 - _ _ 180.95 _ _ Property Address: Main Road (Rt. 25), New York 11944 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ _ cwsarchitect�optonline.net Building shingles 20102 100% =.167 - 484.6 cu. ft. / 68.42 - 7.01 of Suffolk County Tax Map #:1000 - 45 - 7 - 5.3 \ Landscape grass 24,085 15% =.167 = 603.3 cu. ft. / 68.42 =8.8 of Zoning: "RO" Residential Office Garage Proposed Use: Office N I -O" Future (1) story r 12 Building shingles 744 10096 =.167 = 124.25 cu. ft. / 68.42 = 1.81 of SITE DEVELOPMENT DA�TA�: (V frame storage garage o24'x 1. o TOTALS Use 10 dia. Rings a 68.42 c.f./ v.f. 2617.65 c.f. = 38.25 of Site Area 35,403 sq. ft./ .813 acres � 24 x 31. T.G. + 14.0 T.G. + 13.0 no water ori sancta y) �' Use (6) 10' dio.x 7.0' dee Rings L � � I \ p g Proposed Building Area: 20102 sq. ft. E --� � g i m d st r Site Coverage: 8.2� 0 o L a p ®� \ LIGHTING NOTES: Paving: 8,200 sq. ft. I '-O" C104-011 I Sidewalk: 216 s ft. o \ I. Lighting fixtures shall be; q. o � o ' N I n area _ ' a. Lithonia W5T LED Architectural Wall Sconce lights pointing down Total Landscaping: 24,085 sq. ft.+/- or 68.0390 torm drain I 1500 Lumens 2700K and shielded O I ' dio.x 7.0' de � � corrosion-resistant polyester owder finish, full cutoff Z r V Storm drain \ - light fixtures on pole a 15' above grade E3U I LD I NG DATA• L 10' dio.x 7.0' d p N T.G.13.5 �b T. .12.5 I b. Lithonia WST LED Architectural wall Sconce Usage: Office O \ g` J 1500 Lumens 2700K ' L asphalt avin Px (2) Pole Lights Stor drain a' p p g corrosion-resistant polyester powder finish, full cutoff Fire Hazard: Low \ I (3) Wall Lights X Construction: 5B 10' dia 7.0' dee v light fixtures mounted on wal I 12' above grade o o (2) Oxford Wa11 Ligh s _.14. EO o Stor drains \ c qo Acuity B sa 3ooighting Oxford "Winscape" LED 1(1 6 6i'-O" 17'-6" I corrosion-resistant polyester powder finish, full cutoff Aluminum post SAWN I TORY DSS I GN ' OzQ \ ' s 40 light fixtures mounted on wall 10' above grade Site Area 35,403 sq. ft./ .813 acres L L 2. All outdoor lighting fixtures shall be shielded on the tops Lithonla Model WST LED \ concrete idewal = T.G. + 13. N E o and sides (full cut-off) and forward throw. Ground water management zone IV - - - - - - - - 14 -O �7-O L Pole Wall Light .813 acres x 600 gpd =487.8 gpd \ 22'-6" = 43'-O" tV 2'-6"EI. 13.2 O . EI. I N c J 4'-O' Retail .06 gal/sf/day x 2,0102 s.f =174.12 gpd 76 -0 O_oll , L s a a1 _ xford "Winscape" LED light o E K (both sides) Septic Tank = 174.12 gpd x 2 days =348.24 gal Storm drain ® - o L p \ law are o 6 0 Z p'_ owners Use 8' dia x 4' liquid depth = 1200 gallons/day I 10' d1a.x 7.0' e \ � In , Z V � sign 0 Pole base flush Leaching pools =174.12 gal. / 1.5 gal./sq.ft. _ \ = I I with grade p tenant - 116.08 sq. ft leaching area ONE STORY FRAME OFFICE UILDING \ O 0 tenant Use (2) 8' dia. x 6' deep= 304.8 s.f. Z EI. +13.7 \ FINISHED FLOOR m ' tenant Test Hol \ +15.5' ry I GENERAL NOTES: cement + 6.5 N ' ' Existing o Is O \ ' 0 I. All site information was taken from a survey by Peconic Surveyors P.G., v I to be re o \ I Aculty Brands Lighting L.S. dated April 13, 2017 1�J Oxford "Winstone" LED Concrete Pole base p ' s EI. +I .O Hous TrainEI. 13.5 51 GN DETA�I L 2. All grades shown are in NAV 88 , Datum L I lawn area O L L a 16 -0 PARKING DESIGN: 5 PTIG TANK Existing 2 stoN from O m I 8 dia. x 4' D ep structure to be rer>Zov d Storm dra I 51 TE L 1 GHT I N 5 DETAIL Use: Off ices I L E , O c Sit iron cov r IO' dia. 7. e not to scale o O Existin pools O 0 20 Np 20102 s.f. of floor area !L 10 g p \ T.G.I .5 0 L a� RTH o p- to be remove -IAwn area o I EI.+145 Ne9as34o°E e'atockaae Pence 0 1 space/ 100 s.f. of actual office space EACHING LE CHING m - _ - _ - ' Z OOL POOL o \ _� +' �' , 1600/100= 16.0 spaces requlred p I Storm dra ® 8 d . x 6 dee sl 8 dl . x 6 deep j +. o I Handicap Parking = (1) spaces cast iron cover g cast ron cover L a mIn 5,\10' dio.x 7.0 cop o o � - , N - Futur s ' T.G.14.50 B - 5 E pension i rn � 'x ar 'c!s GOND I T I ONS: A � � Pram gar ge .I � N v f O _r o 0 o FG - �EREl�A9 ' Z ' S5'�9" 23'-O" a1 N " 6 G G 1. The garage End basement are for accessory storage to the office u_.e. only I S G I.O FG 5 G L0 FG I G I 5 FIFC I. FG G ' Q �' "� Cr al' � T � R 310.00' _ _ - _ _ - _ _ _ _ - _ _ _ _ - _ _ - 180.95' _ _ _ O5 Fo Fc and any other use of these areas will require on amended site plan cappl.cotlon. Q ---���- -- - - - - - - - - - - - - - 6 0 3' E o - > 0 L2. A truck a ron shall be implemented for the construction period witlh a >, \ contEl +15 4 . sidewalk EI +14.a o 6 p 05 I FG Fc 10 FG 5 F F I F S I FG p p p exis . cur cu 2 o `� landscape fabric bottom then larger stone on top for protection of the utility pole cont. curb u y po e - ' O FG .05 F ' •I G S G .2 FG .I FG .05 F .I c °Fc sidewalk and existing apron ramp.01 12r,7 FRONT STREET G .I G 15 2 F 5 0 FG 3. The Planning Board shall inspect for any damage to the sidewalks and N G .I FG driveway apron. All damages shall be 'repalred before the Issuance of a EI +15.5 (public water In street) EI +14.01 \ <.`; U M_ •; .05 Fc Fc s Fc 2.0 Fc 15 FG b Fr- I. G I c ,O FG Certificate cf Occupancy. Legend SITE FLAN , scale 1° = 20.0' .or,FG •I c•5 c 1.0 G 5 I°FG FG FG ° LYIRP PO ! icy Rec�u iremei�t5 : (00.00) Existing Elevation ' o Fr. 00.00 Proposed Elevation .05 FG J FG FG .O Fc 1 F .I F .5 Fc FG ATO of curb ll - I. Use native, drought-tolerant plants in landscaping. T.G. p LA�NDSGA�P I NCS SGHF-F. : double strand #12 wire _ 1 2. Use organic fertilizers where the water-soluble nitrogen is no more than T.G. Top of grate ZJ FG FG Common name Scientific name Spacing Size Guantity opprox (2) pieces reinforced `" -• R ° 5 20% of the t2tol nitrogen In the mixture. Elev. Elevation 6" Saucer- rubber hose I kn ONE TORY FRA of Gs ILDI High oint W - In 3. A maximum cf I Ib. of nitrogen per 1000 square feet In any one application H.P. 9 p A. Northern Red Oak borealis 30' 4" cal. 3 „ burlap wrap Z , n in FINISHED FL lawn are, 3 mule 8' longx 2" dia. stakes I ,1 -111 - with a cumulctive application of no more than 2 lbs. per 1000 square feet B. Red Maple Acer rumbrum ver. 20' 4" cal. / 6'-8' High 2 _ _ ring b ems t +6. per year. G. White Pine 5' 2-I/2" cal. / T High 16 - - - i � W �, _ Ia - u► FG IAF F ' 4. The application of fertilizer products containing nitrogen, phosphorus, or 17• Boxwood Hedge 5' 30" 10 1 - root ball I o v �` - X .I c i c ' potassium Is prohibited between November Ist and April Ist. E. Red Cedar Juni erus 'Vir iniono 5' 7' 16 l- I - Fc I os p g 1 0 ' 4 y o lawn area D D .°5 FG 5. The use of Yawn fertilizer contalning phosphorus is prohibited unless ! _l horticultural soil ' >; I " inC. �' • establlshin a new lawn or soil tests show that the lawn does not have enough Install Underground irrigation system along all landscaped areas, I ; ,t • - kn • gSite 4 Sanitary Plan Road frontages and buffer zones. b II lam er ° _ • phosphorus. Fertilizer labels have three bold numbers. The number in the middl Lowest branch of trees shall be 6'-6" minimum above adjacent grade 12" 12" °J ; - ;I "nd ; is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products Plantings shall be maintained and dead or diseased plantings shall be replaced as necessary. I with 0.67 in the middle or lower is not restricted. Products with a number highs Tree Planting Detail " ° 9 may only be used if a new lawn is being established or a soil test indicates t ' it is necessar slo.00' ' y. 19 ' cone.sidewalk EI +14.9 ex s .cur cu cone.curbu y pole Inlet grate to grade X FRONT STREET j EI +155 (public water in street) EI+14A - THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE 5EMON _--------- ---- - ------------------ ____ _ _________ = 280-131(i),ACKNOWLEDGES TI IAT TI IE CONDITIONS OF THE SITE PLAN ITE L I &H T I I `�� FLAN A�PROVAL SET FORTH IN THE RESOLUTION IO APPROVAL DATED ------- N o� `� TEST HOLE '-a N /20�Y ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). min 6" dia. scale I" = 30.0' PLEASE PRINTNA.'VIE T_ r`Scd 004 grade EI. + 13.7 PVC SDR 35 precast dome 1 f �. -VT_ z SITE LOCATION New Office Building for ---�# Ap f 61 44 T %J14 /2d.3 Dark Brown Loam OL a 1 l OW 4" for AUJ IIORIZED SIGNATURE TITLE DATE J 820 Front Street LLC APPROVED BY 1.0 f ina l a bus men of casting 1O'-o" 5'-o" TOWN OFSGUTHOL PLAPr:NINGBOARD Brown Silt ML 0❑❑❑ ❑ ❑ ❑❑❑0 T.G. + 15.5 - L) O 10, dia ❑ ❑ 1:10❑0 oncrete pia form O -2 /13 nol$ `I'•O latform Ramp a 1:1 CHAIRPERSON SIGNATURE �DATE FRONT ST precast �❑❑❑ ❑ ❑ ❑❑1:10 Brown Silty Sand T + I .6 NOTE:The approved site development plan shall be valid for a period of eighteen(18) and Sandy Silt SM 4 ML leaching months from the date of approval as per code section 280-132A. 0❑❑❑ ❑ ❑ ❑❑❑0 - c~n �' 12" dia steel roninq s r 820 Front Street 6.0 0❑❑❑ ❑ ❑ ❑❑❑0 6 8_o - 1 r/2 dia steel rolling Brown Fine to Coarse 5' collar - ® , u- dJ Sand SW Of clean 0❑❑❑ ❑ ❑ ❑❑❑0 ? p° t ort co rete Greenport, New York 110144 - la form 5CTM#: 1000 -45- 7- 5.3 sand 4 Gravel 0❑❑❑ ❑ ❑ ❑❑❑0 Water in Brown Fine to 0❑❑❑ ❑ ❑ ❑❑❑0 Coarse Sand 5A „ „ N - concrete May 17, 201'1 1:25 8 x 12 Precast 0❑❑❑ ❑ ❑ ❑1:1110 o sidewalk , 2011 Footing Ring O dia• ,n T.G. + 13.5 IPiYCIt I®� II II LOCATION MA�i� July 311, 2017 IS scale I/2"=1'-O" N.T.S. Q E C E � V � Dec. 27, 201'1 Water encountered at 12.3' below surface � 15�_0�� Jan. 23, 2018 McDonald Geosclence _ JAN 2�3 2018 March 23, 2017 I Bottom of Pool STEPS 4 RAMV P FLA Southold Town of T� L�i �iO® IPlanning Board I/2" = I'-O" P. DRAt NAOE GALC,ULATIONS: F OFE T'r INFORSAT ONP : Charles N. Southard Jr . Now or formerly area Material area run-off Goof. Rainfall = volume = V.F. Owner: 820 Front Street LLG AF-,r-,,H I TE G T Greenport UFSD Area A Applicant Address: Jason Odell School field Parking Asphalt 478 1003' =.167 = 79.8 820 Front Street 435 Bay Home Road NS9d33'40"C- EI. +12.3 Parking gravel 7,722 403' =.167 = 515.8 EI. +14.5 180.95 Walks concrete 216 1003' =.16'7 = 36.1 Greenport, NY 1944 Southold Point N.Y., 119"71 f `- - - - - - - - - - - - - ---- - - - - - - - -- - - - - ,, = 631.7 cu. ft. / 68.42 = 9.23 of Applicant Phone #: (631) 47?-3011 ---- � ,�. - Phone: (631)4 1-5228 ,- „�. �'` � 6 stockade fence � �� Property Address: Main Road (Rt. 25) New York 11944 f �� NORTH I� � Building shin les 2x02 1003' =.167 = 484.6 ft. / 68.42 = 7.01 of � sarchitect�optonline.net _ � � II g g Suffolk County Tax Map #:1000 - 45 - 7 - 5.3 frame storage garage a) �� Zoning: "RO" Residential Office r ' 24'x 31' - , TOTALS Use 10 dia. Rings @ 68.42 c.f./ v.f. 1,116.3 c.f. = 16.3 of „ r- I g Proposed Use: "B"- Business �r-sUF 00 .F k7J R � Use (3) 10 dfa.x 6 deep Rings \ / I �I /� .." �'� J.Sa :wa i 'ff., _ . (no water) O �r SITE DE Y ELOFME I�T DATA: �-���� �g � T Landscape Grass 24,085 153' =.167 = 603.3 cu. ft. L c I 0 II Site Area : 55,405 s ft./ 813 acres w r Use 600 cu. ft Swale a E J 6 ; ' �� Proposed Building Area: 2902 s . ft. D -, ED o v f- I I II Site Coverage: 8.23' o °Lo 6 �' Paving. 8200 sq•. ft. JAS! 2. O N LIGHTING NOTES: Sidewalk: 216 s ft. lights pointing Lighting fixtures shall be; Total Landscaping: 24 085 s ft.+/- or 68.033' and shielded a. Lithonla NST LED Architectural Wall Sconce YOh'VN 0 ••17�S•�';O":U- ;�""+. 'C ' D ® ® ® II 1500 Lumens 27'00K I II ''corroslon-resistant polyester powder finish, full cutoff E3U I LD I N(5 DATA: light fixtures on pole ® IS above grade (2) Light Poles O for drains �� b. Llthonia NST LED Architectural Wall Sconce Usage: Business -Office I .. . �\ II n (2) Pole Lights g Q� 1500 Lumens 2700K / I Fire Hazard: Low a� �,i 5 1' _ i 1--------- (8) Nall Lights ON _ ( s corroslon reslstont polyester powder finish, full cutoff �, �� X Construction: 55 N light fixtures mounted on wall 12' above grade / 8.0 0.75 2. All outdoor lighting fixtures shall be shielded on the topsAluminum 05t ✓ I `�I T I DES I I�l I I 22.5 3.0 2.50 EI. 15.0 I � '� and sides (full cut-off) and forward throw. � p 72.18 EI. 15. L�j L�j \ _j L §, a Llthonia Model WST LED Site Area 35,403 sq. ft./ 813 acres Cj o E fl Ground water management zone IV I II z u IE gooseneck LED light Wall Sconce gpd gp .813 acres x 600 d =487.8 d Te an „ 4-O (both sides) Non- Medical Office o .06 gal/sf/day x 2,902 s.f =174.12 gpd II no heated /water Garage @ .04 gal/sf/day x 744 s.f =29.76 gpd O ONE STORY FR E FFIGE E3UILDIN& owners TOTAL FLOW = 203.88 d ( I EI. +13.7 i+17.0' FLOOR2102 5f FIN15HED II sign _ Pole base flush gp Test Hol ccounta p with grade Septic Tank = 203.88 gpd x 2 days =407.76 gal n t Unf 1 ishod Basement 8.0 \ �� _� ' A co to �� O tenant Use 8' dia x 4' IlcLufd depth = 1200 gallons/day Z I I I n N 0 er ci dj tenant Leaching pools =203.88 gal. / 1.5 gal./sq,.ft.// _ o'er tenant 135.92 sq•. ft leaching area El. I .o AW c a ou I9 7Q Use (2) 6' dia. x 6 deep= 304.8 s.f. V � I ' dia. x4' Do p EI. s J c st Iron cove GENERAL NOTES: IN L I I O 00 �Ilo Concrete Pole base ® 6 Stor dr ins ` W ��� 51 GN DETAIL I. All site information was taken from a survey by Peconic Surveyors P.G., ' o N i ® o p N c'r L.S. dated April 13, 2017 ® G I O 0 o u�lr'' I o o 15.79 6 SITE LIGHTING DETAIL 2. All grades shown are In NAV 88 , Datum ONE STORY FRAME OFFICE BUILDING OOL ground m not to scale PAR<I NO DES I ON: I z N I I e�sfgn L O EAGHING FINISHED FLOOR (1) to ' G 2S' t3 oj� POOL +17.0 I Use: Offices dia. x ' c 2' of 4" dlo.cost Iron 2902 s.f. of floor area meost iro 5036E n spaces re co pipe thru foundation wall i @ I spor-ol 100 s.f. of actual office space 18.00 ' clean-out 1600/100= 16.0 uired Invert +15.0 p q Z 51.93 23.00 conc. sidewalk electric EI +14.9 r N Handicap Parking = (1) spaces L__�:*,- _310.00- - - - - - 589d33'30"W - - - - - - meter - - 180.95- - - - - I El +15 O .. ` I O,\STERPD curb cu in utility po e valve m ' e s V.SUwl1V'q pule; OG9� EI +15.5 EI +14.9 _ �t p = I *USP ,, :( m FRONTS REE7 (public water in street) SEPTIC TANK 8' dia. x 4' Dee OAK 4 ST Le n SITE FLAN cast iron cover iq I Z SITE LOCATION scale I" = 20.0' _ 57 IS 26 �$ p/ (00.00) Existing Elevation �'e I X 00.00 Proposed Elevation � m w iSpacing T.G. Top of curb rat eLNDS� PINO �� - �U - �� I 3426 � Elev. Elevation Common name Scientific name S acing Size Quantity a prox. � FRONT ST Hh point A. Northern Red Oak borealis 30' 4" cal. 3 double strand #12 wire .P. Hi LEACHING POOL g p B. 20' 4" cal. / 6'-8' Hleh 2 (2) pieces reinforced LP 2 33 37 8' dia. x 6' deep 11-2 Red Maple Acer rumbrum var. g 6" saucer rubber hose cast iron cover LEACHING PO � L X t burlap wrap s Gs r . White 7'Pine 5' 2-1/2" cal. / High 40 5" mulch 8' long x 2" dia. stakes 8' dia. x 6' d p O 4-1 4-1r � D. Boxwood Hedge 5' 30" 6cast iron cov4r 0 _ _ ' E. Red Cedar Juniperus Virglnlono 5' 7' 40 _ _i ll 1. 50 nslon , W1661N5 ST Install Underground irrigation system along all landscaped areas, = root bail ' ' Site 4 Sanitary Plan Road frontages and buffer zones. _ = Lowest branch of trees shall be 6-6" minimum above adjacent grade 15~i horticultural soil FMA Plantings shall be maintained and dead or diseased plantings shall be replaced as necessary. i- - 1 -' L .5. ON g N.T.S. 12" all diam r 12" ' roperty line - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - J Tree Planting Detail Sanitary System SGa1e I" = 10.0' . . .,. .. , Gast Iron HD watertight locking cover _ 4 FIN.FL.EL+ 17.0' X3.q to grade X TEST HOLE � 6 heav duty steel cleancover o outs , ^ C(�-•(,- �� EL+13.7 � y y � 7 - �..__----- .. finished EL+ 13.7 cast iron locking covers l�c�✓ ��o�c�2 nw�F`� 5 grade E1. + 13.7 - --------------------- _ _________ ____-_-_-------_-_------_ frames - to grade EL+ ,O " New Office Building for ---------------- --------------- grade X - Dark Brown Loam OL final adjustment om' 8" Traffic bearingslab Bldg. waste 820 Front Street LLG 1.0 precas dome to Leaching pool 24" 24" DR-35 pipe +12.0' Invert +I I.5 p p Invert 6 min 4" dia. Brown Slit ML invert +10.50 _ � :... -- - _. . . ., . .. . _- �_. . . , .: • N ' SDR-35 pipe from Bldg. c 4PP , ter:; . ,`., :.. • ., ,.- .. ;,: ; cast iron 4.0 Pitch 1/8"/' Ino min 4" dig. 4"cast iron tee wye7 _:j ` ' P P through foundation ❑❑❑ ❑ ❑ ❑❑❑0 Pitch 1/4 / 4 concrete pit Brown Silty Sand SDR-35 pipe Invert +11 0' _ _ 10 dig P. d and Sandy Silt SM 4 ML ;fl ❑ ❑ ❑❑❑0 min 4 ia. precast (0.01 leaching 0❑❑❑ ❑ ❑ ❑❑❑D Brown Fine to Coarse ring N � G I e CI n O U t �~ 820 Front Street Sand SW 0 El❑❑ ❑ ❑ ❑❑❑0 CL - I lc�u d Greenport, New York 11944 8.7' 0❑❑❑ EJ ❑ ❑❑❑0 �} 4" minimum SGTM#: 1000 -45- 7- 5.3 3 collar -� Water In Brown Fine to of clean 0 L1 Ll❑ ❑ ❑ ❑El El0 Elev +4.50' 8 dia. .. __ _ _. .,:. Nov. 28, 2018 Coarse Sand SW sand Bottom of PoolI/ -• / Jan 2. 2019 +15' Gravel 8' dia. m r-, Ta Tan , Water Elev +1.4' Water encountered at 12.3' below surface = - - / - C� n McDonald Geoscfence SANITARY SYSTEM DETAILS March 23, 2017 I'���•� �� � I�� P®® I � not to scale Highest expected water @ -II' No know private Wel l5 1Nithin 150' of property of I ;ll DRA1 NACGE GALGULATI ONS: FROFERT*' I NFO �AT ( ON : Charles K Southard Jr. area Material area run-off coef. Rainfall = volume = V.F. Owner: 820 Front Street LLC Area A �fi�G� I TGT 11 Applicant Address: Jason Odell Now or formerly Parking Asphalt 4"18 10090 =.16'7 = 71.8 435 Ba Home Road i Greenport UF5D 820 Front Street y Parking gravel 1,12:2 4096 =.16-T = 515.8 iOT+� School field Greenport, NY 11144 Southold Point N.Y., 11171 Walks concrete 216 10090 =.167 = 36.1 Applicant Phone #: (631) 477-3011 N89d33'40"E 631.? cu. ft. / 68.42 = 9.23 of Property Address. Main Road (Rt. 25) New York 11144 ( )471-5228 EI. +14.5_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 180.85' EI. +12.3 = Phone: 63) - " " - ' - - - - " - 1, Building shingles 2102 10096 =.167 = 484.6 cu. ft. / 68.42 = "1.01 of Suffolk County Tax Map 1000 - 45 - 7 - 5.3 cwsorchitectooptonline.net 6 stockade fence , #: Zoning: "RO" Residential Office I = ---------------------- m II TOTALS Use 10' dia. Rings ® 68.42 c.f./ v.f. 1,116.3 c.f. = 16.3 of Proposed Use: "B"- Business Use (3) 10' dio.x 6deep Rings I frame storage gavage in Landscape brass 24,085 15% =.167 = 603.3 cu. ft. SIT D VLOPI� NTDATA: Io I 24'x 31' -oil Use 600 cu. ft swale Site Area 35,403 sq. ft./ 813 acres L' I ' (no water)) � '� Proposed Building Area: 2x02 sq. ft. E -3 o i I du pct r l; Site Coverage: 8.2% ° v L 1 GHTI NG NOTES: Paving: 8,200 sq. ft. =1 Sidewalk: 216 s ft. ' ' lights pointing do n q' o 1 6 E _ ,� I. Lighting fixtures shall be; Total Landscaping: 24085 s . ft.+/- or 68.0395 O and shieldedq �� a. Lithonla W5T LED Aer-hitectural Wall Sconce Z t- ' I I' 1500 Lumens 2?COK corrosion-resistart polyester powder finish, full cutoff 5U I LD I NO DATA. I , light fixtures on Acle ® IS' above grade (2) Light Poles b. Lithonla W5T LED Architectural WUsage: Business -Officeall Sconce _ _ (2) Pole Lights g I • 4 ® �I 1500 Lumens 21COK (8) WaII Lights Fire Hazard: Low corrosion-resistant polyester powder finish, full cutoff Construction: 55 w ' I light fixtures mounted on all 12' above grade � I O for drains �, r ; 2. All outdoor lighting fixtures shall be shielded on the tops i Aluminum ost SI I I I DS(O I�4' and sides (full cut-off) aind Forward throw. p O Site Area 35,403 s ft./ .813 acres 3 L N Lithonla Model WST LED q' O E c L Groundwater round ater management zone IV I 8 '-O" 1-7'-0" ' „ Nall Sconce 813 acres x 600 d =487.8 d - - - -- - - - 22'-6" 4 O" 2'-6"EI. 15.0 O O gbo s ck LED light gpd 9p L 6 oosene -� c 4-0 ( th ides) Non- Medical Office o .06 gal/sf/day x 2,102 s.f =174.12 gpd EI. 15. - 76'-0" - I� L s 6 no heated /water Garage @ .04 gal/sf/day x 744 s.f =2q.76 gpd I O it L o 9 owners TOTAL FLOW = 203.88 gpd ,� O p- sign _ Pole base flush Septic. Tank = 203.88 d x 2 days =40"1.'16 al I Te an lin I Z ccounta O with grade p gpd y g - 7 - �I p tenant - Use 8' dia x 4' liquid depth = 1200 gallons/day ONE STORY FRAME FFICE UILDINS ' Leaching pools =203.88 gal. / 1.5 gal./sq.ft. _ O O tenant Z EI.LLI 0- c� 4 21 OR proposed m tenant 135.92 sq. ft leaching area Test Hol n t Unfi ished Basles°�nt 8.0 �I Use (2) 8' dia. x 6' deep= 304.8 s.f. ' A co to v I to ibe o stinc 1s t N 0 er rye O .I (5ENERAL NOTES: -a ' '� Concrete Pole base �U -I E1. 15.0 , ' lea Out 51 GN DETAIL L I. All site information was taken from a curve b Peconic Surveyors P.O.' �' 4-1 lin y y y E b _. a isting 2 story frame I6'-O" ' L.5. dated April 13, 2017 L structure to be removeO I O m 2. AlAll grades shown are in NAV 88 , Datum � O L � S PTIG TANK g 8 dia. x 4' D e • SITE LIGHTING DETAIL II .r I o o E = I O c st iron cov rp O O' o ,sa not to scale P I�� DG,1��; � a L � , I Exist) oats ��� 2 ® - L rnin O I Z I 00 a removed EACHINS LE CHINS a 43 Use: ' OOL 0 POOL a1 -� -0 a" 2902 s.fGeof floor area ' 8' d x 6' dee g�oun 8' dic. x 6' deep ? i) ° o (P I space/ 100 s.f. of actual office space i cast Iron cover g cast ron cover L 2) N O �� FINISHED FLOOR O O % - 1600/100= 15.0 spaces required N- ' S E pansion 41 +17.0' 13 Handicap Parking = (1) spaces A S a �' � O HOUSE TRAP Z ' f s5'-o" 23'-o" m r 310.00 Invert +15.0 �R` S81d33' Q�{ _ _ _ _ _ _ _ 18_0.15 _ _ min 2' of 4" dia.cast Iron El +154 cont. sidewalk ater EI +14.q scale I" = 20.0' Alpe ru foundation wa ll exist. curb cut valve Inlet grate to grade X utility pole cont. curb utility pole 6 min 4" dia. RONT STREET - SEPTIC TANK O E SDPitch 1/47' EI +15.5 p EI +14.1 8 dia. x 4 Deep Invert +12.0 �0 �� (public. water In street) -N OAK ST min 6" dia. cast iron cover PVC, SDR 35 precast dome Invert +II.O' ®NN Vi w SITE LOCATION Legend SITE FLAN allow 4" for ® (3: �: (00.00) Existing Elevation scale 1" = 20.0' qj N� final adjustment � ��• d'�i� �''��'' 00.00 Proposed Elevation Of Gastro Invert +10.5' 'd�'p. �- T.G. To of curb ll g Invert +10.5 p L I VD�G �I I�1�7 �G1-T DUL �❑❑❑ ❑ ❑ ❑❑❑� LEAGHING POOL �� ,'b���� ��$� LEAGHINS POOL T.G. Top of grate Common name Scientific name Spacing Size ouantity approx 10' dia ❑ ❑ ❑❑❑0 8' dia. x 6' deep ® ��` __ 81, ® 8' dia. x 6' deep Elev. Elevation recast cast iron cover 4-" cross over cast iron cover FRONT 5T A. Northern Red Oak borealis 30' 4" cal. 3 double strand #12 wire p 0❑❑❑ El ❑ ❑❑❑0 H.P. High point (2) pieces reinforced leaching 6 B. Red Maple Acer rumbrum var. 20' 4" cal. / 6-8' High 2 6" saucer rubber hose ring 0❑❑❑ ❑ ❑ ❑❑❑0 N s N N G. White Pine 5' 2-I/2" Gal. / 7' High 40 3" mulch burlap wrap �' collar 0❑❑° ❑ ❑ ❑❑❑0 6 N �� O �' r `fl 8 long x 2 dia. stakes 43 5 30 60 __ 0❑❑❑ ❑ ❑ ❑❑❑0 N c 'b^ ' I Of clean > � - 5 90 Expan ion D. Boxwood Hedge _ _ E. Red Cedar Juniperus Virginians 5' 7' 40 Gravel 0 El El ElElEl El❑ 0 N `ye WI6GIN5 ST Install Underground irrigation system along all landscaped areas, root ball w � ii 0❑❑❑ ❑ ❑ ❑❑❑0 3 Site 4 Sanitar Plan Road frontages and buffer zones. 8" x 12" Precast y Lowest branch of trees shall be 6'-6" minimum above adjacent grade tai II horticultural loll Footing filing 0❑❑❑ ❑ ❑ ❑❑❑0 N O O Cla. _ - L.OGTION Plantings shall be maintained and dead or diseased plantings shall be replaced as necessary. 10 '� N.T.S. 12" all diame r 12" Bottom of Pool V1 Tree Planting Detail Typ . Storm Nater -Leair h ing Fool Sanitary Sy5tern � scaleI° = 10.0, ..�....��.._. ....._._-...__._-....___...�_..._..�.�.._.,__._._.._._ Gast Iron HD watertight locking cover FIN.FL.EL+ 17.0' Ily F TEST HOLD to rade x plate EL+13.7' heavy duty steel cover E �`�"erf.,hd"'.,. 7 ��_ x,•.: -,. ;�<„-,2�3,�GAQ�- cast iron locking covers clean outs - �- grade EI. + 13.7 ------------ -_=_=____- _==- ___----------------- --------------------- -= E 13`'.7 - de EL IS _ ._ _.__. New Office finished L+ .. j�q[ S�,cge� yir �Es ._8 ---- grade X frames to gra + O .? P Dark Brown Loam OL N final adjustment f' _ �' ff Building for T 1.0 precos dome to Leaching pool 8" Traffic bearing slab Bldg. waste _``,,. "k . E R �, .Ld` ,1.. 820 Front Street 24" 24" +115 5DR 35 pipe Invert +12.0' i.-rrc 6 min 4" dia. - Invert p p from Bldg. vf: Brown Silt ML N Pipe nvert +10.50 SDR-35 I e �: � min 4 dia. 4 cast Iron tee wye 4 cast iron 2 min 4.0' L Pitch 1/8"P N - f 164 rine through foundation e::!; c:E'c c•:r Brown Silty Sand 10' dia 0❑❑❑ ❑ ❑ ❑❑❑0 ? = Pitch I/4"/' 4 concrete pit 0 ./0. zoo � SDR-35 pipe Invert +II.O' and Sandy Silt SM 4 ML ❑ ❑ ❑❑❑O min 4" la. ' 6.0' precast 0❑❑❑ ❑ ❑ ❑❑❑D - G I Pi o n Out leaching 820 Front Street Brown Fine to Coarse Sand 5W ring 0❑❑❑ ❑ ❑ ❑❑❑0 eL I iqu d Greenport, New York 11944 8 7' 000170 ❑ ❑❑❑0 N 4" minimum 5GTM#: 1000 -45- 7- 5.3 3' collar 0❑❑❑ ❑ ❑ ❑❑❑0 � __. .__..._.._--------_ Water in Brown Fine to of clean EIov +4.50' 8' dial. May 3, 2017 Coarse Sand SW sand 4 Bottom of Pool z May 17, 2017 8' dia. Septic Tank May 31, 201 Gravel ee,.,a ^^!'V Water Elev +1.4' 117-- row, , r, Aug. 10, 201"n n � lWater encountered at 12.3' below surface = "' ° Oct. 17, 20 McDonald Seosclence SAN I TAfi�Y 51°STEM DETAILS Nov. 28, 201-1 March 23, 2017 not to scale Tqq . San itar' Leat Ince FCC 1 S Highest expected water @ -II' No know private Nel IS within 150' of property of I SURVEY OF PROPERTY I N A T GREENPORT 1 TOWN OF SO UTHOLD I N/O/F SUFFOLK COUNTY, N. Y: �OARDENPOKT O EDUCAUF5TION 1000-45-07-5.3 I (5GHOOL FIELD) SCALE: 1'=30' ' APRIL 13, 2017 a EL L.14.5 N6133'40"E 180.95' EL12.3 JUNE 8, 2018 (FOUNDATION LOCA TION) -�O E. FE. OILAPIDATED 5TOGKADE FENGE FE. GMF - J LIE. 015. 0.85.IL W >- IIJ 1< 0 l �S o� CL 07l t- 4un&�on lacaRao 1� FE. r 1 J o.3'W. p r 1.5'E. Y 1 I 0 ' I � C.L.F. I II x-3 W- :xO— W 1 72.3' 2 22.6 < IL %D oe W Z < i N. I W Q I 9 0.9w.J oC O d1 ' IL OL J FOUNFATION LOCATION Q = TOP OF FOUNDATION EL 14.86 lL F- a. I O W 0.4 \ � 0.4'W 43,0' ' O Z H �r O v W rll3' b � O I .... r v 'c0 `` W 0' IL I r 1 N J I J !o 1 ' ' 310.00' ---�� C.L.F. 025. FE. FE. FE. G.L.F. ' 0.3'W O/L.E.W. ' O 0.3'5. O.14. 0.3'E. - -- _� .15.4 STOCKADE FENCE STOCKADE FENCE EL.I4.5 M.H. GVR. CONCRETE 5/W CONCRETE /W GMF TEST HOLE DATA KEBAK 5ET GONG. CURB Q APRON CON' CURB GONG CURB cDONAL G OSC/ENCE UTILITY POLE 58`�33�30"VII W'ArEK VALVE UTILITY POLE 03 23 2017 180.95 — w w w�— w w w - w w w w DARK BROWN LOAM OL — WATER VALVE (PUBLIC WATER IN 5TKEET) It .5 FRONT STREET 49 BROWN SILT ML 4' 6' -- - -- ------ - -- BROWN SILTY SAND AND SANDY SILT SM dr ML ___-� � 1 - BROWN FINE TO COARSE SAND SW 8.7, (D'WELLING) J "1 r r I 1 W rl ll WATER IN BROWN nNE TO COARSE SAND SW I I I I I �► 3 3 1 I / r r r 1 QQ r l Q 1 'S' NO TE- WATER ENCOUNTERED 12.3' BELOW SURFACE r r r r r l 1 r r r r r 1 ► 1 1 1 r co KEY I l I I I I I I I Q = REBAR ® = WELL A = STAKE � = TEST HOLE ® = PIPE OF 1qE D BYO ® = MONUMENT � ��,,T•Ir/4*�,C �� ��� 1 4 201$ = WETLAND FLAG C) = U77LITY POLE "Cr HYDRANT = r OLD OLTrp- ELEVA TOWN,Or,r AONS ARE REFERENCED TO NAVD 88 49618 ANY AL7ERA770N OR ADD177ON TO TRIS SURVEY IS A WOLA77ON OF PF"C,0NIC)6ZJRvEYORS, P.C. SEC770N 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS (631)'76v5-5020 FAX (631) 765-1797 PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FlCA77ONS HEREON ARE VAUD FOR THIS MAP AND COP/ES THEREOF ONLY IF SAID MAP TOTAL AREA = 35,403 SO. FT. P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREONOr 0.813 ACRES SJ 0 TRA I ELER STREET �_ SI . UTHOLD, N. Y. 11971 O26 • f= Of= TNr I NFO tNAT I ON ; Charles W. Southard Jr. Now or formerly Owner: 820 Front Street LLCi� G Greenport UF5D I\ Applicant Address: Jason Odell School field 820 Front Street 435 Bay Home Road NS�id33'40"E EI. +12.3 EI. +14.5 180.Q5' Greenport, NY I1a44 Southold Point N.Y., 11a71 rrApplicant Phone #: (631) 4-7-7-5011 Phone: (631)471-5228 ;� 6' stockade fence �� Property Address: Main Road (Rt. 25), New York llct44 NORTH I� � cwsarchitects)optoniine.net II Suffolk County Tax Map #:1000 - 45 - 7 - 5.3 cV , frame storage gorage �� zoning: "RO" Residential Office t- 24 x 31 6 I� (no water) .� Proposed Use: "B"- Business SITE DEVELOFMENT DATA: s o 1pdu pst r o �I i- a I� 0 I� Site Area 35,403 sq,. ft./ .813 acres L t , , ,� Proposed Building Area: 215102 scL. ft. o v � Site Coverage: 8.29'0 • o Z% ' I - ; Paving: 8,200 sq,. ft. O o 6 E Sidewalk: 216 scL. ft. Z Total Landscaping: 24,085 scL. ft.+/- or 68.03% I ' �I 5U 11_.D I NG DATA: z� �I Usage: Business -office O for drains ' 5 I� Fire Hazard: Low Construction: 55 &e).00 20.75 L E SAN I TARNr DF-516N: 22.5 3.0 2.50 E1. 15.0 O C 2.18 Ei. 15. I� L s - %j Site Area : 35,403 sq. ft./ 813 acres E 9 Ground water management zone IV o Y 813 acres x 600 gpd =487.8 gpd Te an I. Z Non- Medical Office ® .06 gal/sf/day x 2,x02 s.f =174.12 gpd ,I no heated /water Garage @ .04 gal/sf/day x 744 s.f =2151.76 gpd O ONE STORY F E OFFICE 5UILDINS O , ' I 13 FLOOR TOTAL FLOW = 203.88 gpd EI. +13.7 m m , ' It / / /+17.0' / / /= ,i Septic Tank = 203.88 gpd x 2 days =407.76 gal iTest Hol n t Unfi fished Basement 8.0 A co to _ I. Use 8' dia x 4' liquid depth = 1200 gallons/day Z I I n N O er O, Leaching pools =203.88 gal. / 1.5 gal./scL.ft. _ ' o L, 135.x2 sq,. ft leaching area .O ANK c a ou ICl ;'It Use (2) 8' dia. x 6' deep= 304.8 s.f. 0 I ; ' dio. x4' De p EI. 15.0 �o /� s ; c st Iron Dove 0 6 'Q- GENERAL NOTES: Stor dr ins o'I° ® , a , I. All site information was taken from a survey by Peconic Surveyors P.G., ® I I I • `� O ® o� L.5. dated April 15, 2017 N � � v � 2. All grades shown are in NAV 88 , Datum o o o �' 15.7151 lL OOL ground m ONE STORY FRAME OFFIGE BUILDING Z 0 I f sign o EAGHING FIN15HF-D FLOOR `+ 25• +17.0' cQ AP Pool �,� 'A.sour 6 ��' 8' dia. x e 2' of 4" dio.cost iron w �, y9 i 2 I I A s ,� as cast iro co pipe thru foundation wall clean-out 509b E n I �� �_ {:.�a o OI I 18.00 Invert +15.0' ,N ,,,�' ' 51.1513 r 23.00 e lectric Z cont. sidewalk EI +14.a r s �- e 310.00' I 58151d33'30"W meter 180.x5' I �yT �`''n2 CoQ I----:�� - - - - - - - - -- - --t- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , FOr- N-- -5.4 - te-5.4 0 curb cut ur I I Mgpole, � ►� � i m valve EI +15.5 EI +14A FRONT STREET (public water In street) ° SEPTIC TANK _ ITE FA� � 8' dia. x 4' Dee �- OAK ST = cast iron cover � Q ' z Legend scale I" 20.0' L � � SITE LOCATION 5"r IS 26 3s pJ I J (00.00) Existing Elevation 43 m pe „ w 00.00 Proposed Elevation = Q ��� dtia' ,�� � T.G. Top of curb Lim I 34 26 T.G. Top of grate i ki) g��3 ' Elev. Elevation A. 33 37 LEACH I N6 POOL I FRONT ST H.P. High point LF 2 8' dia. x 6' deep , B. cast iron cover LEACHING PO+L ss r XG• 6' dia. x 6' deep O p D, cast Iron cover E. 50 nsion ' F] 11 [1 11 W1661N5 ST i �= I Site 4 Sanitary Plan LOCATION MA i N.T.5. 11 i roperty line , - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - Sanitary System scale I" = 10.0' Gast Iron HD watertight locking cover FIN.FL.EL+ 17.0' TEST HOLE to grade 0 heavy duty steel cover plate EL+13.7 finished EL+ 1B.7 cast iron locking covers 4 clean outs New Office Building for grade EI. + 13.7 -=================----__=====-- '-8 ==== = Charles W. Southard Jr. Owner: 820 Front Street LLC, G H 17 7 G T Iyl� Now or formerly FINISHED FLOOR Applicant Address: Jason Odell Sr Greenport UFSD +17.0' 820 Front Street 435 Bay Home Road NORT'}"'f School field Greenport, NY 11" N.Y.,144 Southold Point 119-71 HOUSE TRAP Applicant Phone #: (631) 477-3011 N8"id33 40 E EI. +12.3 pp Phone: (631)471-5228 EI. +14.5 180A5 Invert +15.0 Property Address: Main Road (Rt. 25), New York 11"144 r _ _ - _ _ - _ _ - _ _ - - - - - - - - - - -1 cwsarchitect®optonline.net Suffolk Countu Tax Map #:I000 - 55 - 5 - ci.1 ' Zon : "RO" Residential Office min 4" dlpa, o, _ cV = SEPTIC TANK O 5DR-3PitcI/41"p/e \4 �`� Propos -tis t L6 8' dia. x 4' Deep Invert +12.0' fp eSITI7 V1_Oi`'M NTDATA: ' - cast iron cover ,�0 (� 0 \ Site Area 35,403 sq,. ft./ .813 acres L 6 I I O I Proposed Building Area: 2"102 sq,. ft. 3, Invert +I I.O' ti 0 E -� o g CIU6;4r r ; CO Site Coverage: 8.290 / o Paving: 8,200 s . ft. o V m I O I Invert +10.5' �j d A A% _____ g g L o � E - \�D� Q,,�` f��� Invert +10.5' Sidewalk: 216 sq. ft. o 6 E _ LEACHING POOL !` _ �oj ��� �` ��q; - `� LEACHING POOL Total Landscaping: 24,085 sq. ft.+/- or 65.05% o dJ I 8' dia. x 6' deep' ' Q' `c` �8�'b/ f 8' dia. x 6' dee o O I - ! cast iron cover i 1 ' I p z r p , cast iron cover E3U I LD NG DATA: Usage: Business -Office Fire Hazard: Low t �' a,. o, Construction: 55 5d % Expandion �Lq f7 �tor drains --- __ � �_ e SANITARNY DE51ON: Q - \ / 600 cu. ft z d I s •+ fl q ft./ .515 acres :, o Site Area 55,405 s =: %. E c N O Ground water management zone IV t L e a 8!3 acres x 600 gpd =487.8 gpd 4 ' '-6"EI:`, 15. �- o s a Retail .06 gal/sf/day x 2,"102 s.f =1"14.12 gpd -0" 22 - o o 6 N 10 q) = Septic Tank = 1'74.12 gpd x 2 days =348.24 gal oS (i- Use 8' dia x 4' liquld depth = 1200 gallons/day ►t� z Leaching pools =1'74.12 gal. / 1.5 gal./sq.ft. _ I _ ,I 116.08 sq' ft leaching areaSanitar S stem ONE STORY FRAME OFFICE BUILDIN& Use (1) 8' dia. x 12' deep= 304.8 s.f. EI. +13.'7 FINISHED FLOOR to ' scale I" = 10.0' G Test Hol +17.0' -1I GN /� L NOTES: ' \ ____________Basement + 8.0 N ' Existing o Is O` _ i I. All site information was taken from a survey by Peconic Surveyors P.G., to be re o � `j ! _ Di��I N,�G� G�LGUL�T I ONS: L.S. dated Aprll 13, 201'7 1 � 1 � `______ .0 EI +15.0 � LU ' L EI. +I .o Hove,e' Trap ; ` area Material area run-off coef. Rainfall = volume = V.F. 2. All grades shown are in NAV 88 , Datum Existing 2 story frame I �t j _ , 6�_O�� Area A /� s- % ' ;structure to be remove , Parking Asphalt 478 10090 =.167 = 7"1.8 FAR I NG Dr-S I GN: O o N _ S PTIG TANK I \ Parkin ravel -7,722 409 =.16'1 = 515.8 „ v I r%' 5 dia. x WD e �;\ g g L o E , t O� c st iron cov r i ti I Use: Offices Walks concrete 216 10030 =.167 = 36.1 = 631.7 cu. ft. / 68.42 = ci.23 of rea � � � � Existing-pools � 20 t� ' 2®� space/ s.fQof actual offices ace ko- a removed -�-, ! ,,;--� ---m►n--------- - `�_- ! p P z ry I O EAGHING i 1, 0 LE GHING J p I Building shingles 2"102 100% =.16'1 = 484.6 cu. ft. / 68.42 = 7.01 of _ W OOL j POOL o ? ; 4 1600/100- 16.0 spaces required ' �' ' dia. x 6' yep dia. x 6' deep! > ! / p TOTALS Use IO' dia. Rings @ 68.42 c.f./ v.f. 1,116.3 c.f. = 16.3 of Handicap Parking = (1) spaces Ln st iron co er /-;\ cast iron cover, d ; 5d�0 E�ipansionm 6, ; Use (B) 10' dio.x 6' deep Rings xi Landscape O Landscape Grass 24,085 15% =.167 = 603.3 cu. ft. �EF,EDA,,y 23'-0" o ! ' N Sti^7.SOVT'Si� 310.00 Use 600 cu. ft Swale con". sidewalk { ! EI +14.ci , IVP. O utility pole cont. curb Utility pole FRONT STREET EI +15.5 (public water In street) EI +14.q Legend 5 I TE FLAN z SITE LOCATION scale I" = 20.0' J (00.00) Existing Elevation 000.00 Proposed Elevation T.G. Top of curb V T.G. Top of grate Elev. Elevation FRONT ST H.P. High point 4J �- dJ Site 4 Sanitary Plan cast iron waterti ht locking cover LOG�TION ��� 9 9 N.T.S. to grade X EL+13.7' E traffic bearing cover FIN.FL.EL+ 1"7.0' ---------- '-g N --- --------- finished EL+ 13.'1 cast iron locking covers 4 steel cover plate - grade x rN float!adju tmes - toentade lean outs precas dome EL+ 15. resh Air Inlet to Leaching pool 24" 24„ 8" Traffic bearing slab N Invert +10.50' min 4" dia. Invert +II.S' TEST HOLE iSDR-35 pipe - from Bldg. Invert +12.0' 5DR-35 pipe (y min 4 dia. Bldg. waste New Office Building for grade EI. + 13.7 011000 ❑ ❑❑❑0 G 5DR-35 nine Pitch I/8"/' f I w ne 10 dia min 4" cl` _ Pitch 1/4"/' g Dark Brown Loam OL precast ❑ El El ❑❑❑ Invert +l 1.0' - 4 cast iron house trap 1.00 El El El El El 1:1 El El0 _ - 4 concrete pit 820 Front Street LLC,leaching ring 0❑❑❑ ❑ ❑ ❑❑❑0 House Trab Brown Silt ML 4.0' 3' collar 0 ❑� � � ❑❑❑0 � liqud Brown Silty Sand of clean 0❑❑ElEl El ❑❑❑0 Elev +4.50' 4" minimum and Sandy 511t SM 4 ML sand 4 Bottom of Pool O 8' dia. Gravel 8' dia. 6 I/ 820 Front StreetBroyq.0' ctm E Water Elev +1.4' Septic, Tang Sand S eine to Coarse _ _ Greenport, New York 11"144 8.7' 5CTM#: 1000 -45- 7- 5.3 Water In Brown Fine to SAN I TARNr 5)'STEM DETA I L`5 May 3, 2017 Coarse Sand 5W T� P . San itar� Leaching Foo low not to scale May 17, 2017 +IS' Water encountered at 12.3' below surface f� n McDonald Geoscience March 23, 2017 SGD�tS of I 0 z Q z f ERRETTI * ODELL CPA15 m PKOP05ED PROEE5510NAL OEEICE 0 N Ln DISAPPROVAL � z O Lu Z� Lu 0 U UL LLiuL Q to i T 6 2 T 6 2 T 6 2 T 6 2T 6 2 T G52 T 6 2 T 6 2 f� t J } Q L z In O S Lo O LL- (D o MAIN-ROAD ELEVATION SCALE: 41 = I '-o" --__.� --- o m puw CE LL (L0 r ILL p� U wa w Z z $ p� U W ce � ea�i toe Z � o 22 2 T 6 2 T 6 2 /w^' i U z U z J LEFT SIDE ELEVATION z SCALE: 4" = I '-o" U m �o V W C) z 0 W L 0 U z Q z PAGE: 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAMNG AND RELATED DOCMMENT5 15 A VIOLATION OF SEG 7209 OF THEN.Y.S.EDUCATION LAW D U z Q z m r O N L6 C) z �.s O Q J W J W b u ' � w J T 6 2 T 6 2 T TG2 T 6 2 JT [2: J W 0 Q) z L? BACK ELEVATION - MAIN ENTRANCE 0 .3 Ln SCALE: 4" = I '-0" p = pv U_ 0 O WZ z n LU Ow CL U 0U_ p- O Z - wa zow� � o �y U ce Oil- TWGE 2W 6 2 W G 2 K � r � LN 01N� U z z RIGHT SIDE ELEVATION SCALE: 4.. Z On U to Z . U � LU [) z LU t U z Q z PAGE: UNAUTHOR/ZED ALTERATION 09 AODIT/ON TO TH/5 ORAW/NG AND RELATED DOCUMENTS 15A VIOLAT/ON OF55C. 7200 OF THEN.Y.5,EDUCATION LAW 0 U z Q z m t\ 0 1V In ILI Q 22'-6° 43'-0" 22'-G" z C o TW2652 TW2652 II 2 I-6" G-2" p VERIFY LENGTH IN FIELD TO GRADE COPY AREA Q la'-s° lo'_o" a'-4 lie^ PRIVATE OFFICE I Q N N ALn cU 1— I PROFE5510NAL5UITE PROPOSED NEW OFFICE 3 15sq.ft. 4"X 4" POST W/ 2"X 2" DOWN DOWN BALUSTERS * 2"X 4"CAP01 2902sci.ft. Proposed Building Footprint r DO AND BOTTOM RAILS 989 5q.ft. Main Professional Area; MAIN ENTRY PORCH CEILING JOISTS k ROOF AS EMPLOYEE Individual 5ulte5 as shown PER TRUSS MANUFACTURER B Classification RAMPT DOWN MATCH CONSTRUCTION ENTRY ______J Total Office Occupancy: 1 77G5.f. 100 = 17.8 I 4x6 DECKING 1 2 DETAILS OF FRONT PORCH DOOR TO HAVE SELF , TYPE 5b Constructio�ating pp CLOSING HINGES ------J t PANIC HARDWARE CEILING 15T5 t ROOF AS EXITit 11 EXIT PER TRU MANUFACTURER -- p exlT EEMIT SIGN WITH ERGENCY LIGHT J TW2652 TW2652 � AUDIBLE W 4-*, 3 3070 DOOR TO HAVE SELF 14'a' 4'o,. ACCOUNTING a 3 0 Q) z U' CLOSING HINGES OFFICE - —®— EMERGENCY LIGHT Q u �. 4 PANIC HARDWARE CLIm PRIVATE OFFICE 2 Z N o U) r-- bU Ll PRINCIPLE SPACE 0 I I IL I I I I ENTRY HALL 0 WALL LEGEND: O " O 0Q Q L O DOWN NEW CONSTRUCTION U — DOWN EXIT77777777777777777777777 77 7 ORIZO TAL 2"X G" STUD FRAME EXTERIOR WALL5i, PROfFESSIONALSUITE 0 � �. � J" PLYWOOD SHEATHING ON EXTERIOR, N I._8.. e O TI N CENTERS R-19 IN ULATION, 3 2265c{.ft. z BATHROOM n MEETING ROOM HOUSE WRAP t SIDING; E' FIRE RATED ~ o� PROFESSIONAL SUITE Q �= N w w ACCE5SIBILITYSHO GYPSUM BOARD ON INTERIOR5IDE a l 2 15sq.ft. U � `_° U T COMPLY w/THE I Z OO Q AI1C, A 1 17.1-2003 2"X 4" INTERIOR STUD PARTITION, z p 2ROFE!S510NAL5UITE 0 REGULATIONS Z�S w/ I LAYER 2" GYPSUM BOARD ON EAICH —► a' Q s'-�" N SIDE; USE MOI5TURE/MOLD R 515TANT � � HALL �o G( EMERGENCY ALARM- I BOARD IN ANY WET AREAS R USE CEMENT a] BOARD ON ALL SURFACES RECEIVING TILE O LU $�9E BOTH VISIBLE AUDIBLE (L U I6'-2" MAINTAIN 9'-0" CEILING HEIGHT O u= 411111111177-11-1111111/7777777777 77777=77FU � THROUGHOUT FLOORAREA p` O ® o CLOSET C LING JOISTS t ROOF AS PROVIDE 3- 2"X 8"HEADERS P TRU55 MANUFACTURER ABOVE ALL WINDOWS DOORS UNLESS OTHERWISE NOTED; 7-0" HEADER HEIGHT FOR ALL WINDOWS / lJ PROFESSIONAL SUITE o HALL RECEPTION 19751.ft. b CEILING JOISTS ROOF AS 6070 DOOR T HAVE',SELF DOOR TO HAVE SELF C3 v PERTRU55 MANUFACTURER CLOSING HINGES HING N Z V n - t PANIC HARDW RE PANIC HARDWARE 42" KNEE WALL N TW2652 TW2652w WOOD CAP b 3 W a TW2652 265 3 0 � EXIT ® PRIVATE 0 0 W oTHROOM \ I� _ N-01 �o �j � to _ �i►9a E-� � •� ------� I ENTRY PORCH I Z s W n BEADBOARD CEILING U 2_ 74"LVL HEADER; � ; y r� 999, 9 M ------� N — WRAP FINISH w/ IxAZEKI U18. I ------ TW2652 2652 _: _ : _ : _ TREAT FOR ELEMENTS 'L 1\&12a _ TW2652 _ J . _ . _. _ _ . 10" SQUARE PERMACA5T (Y U DOWN COLUMN WITH RAISED PANEL W o� FACES MAIN ROAD DETAIL AND CAP * BASE; 22's,, x 22'-s" TYPICAL ALL SHOWN co I I'-O'• 0.• LSJ � L SECTION A U z FLOOR PLAN SCALE: 4" = 1 '-0" J ly zLn O � U m z . � o W � z LU OL o to Q U z Q z PAGE: UNAUTHOR/ZED ALTERAT/ON OR ADDITION TO TH/S ORA WAIG AND RELATED DOCUMENTS 15 A VIOLATION O>FSEC. 7209 OF THE N.Y.S.EDUCATION LAW 4 LLJ opo C� J > cri ro - z Q (520 f KONT 5TREET Q LLCz w o m PROP05ED PROFESSIONAL OFFICE z v w o II ARCHITECTURAL ROOF SHINGLE, COLOR TO BE DETERMINED Q U APPROX. RIDGE HEIGHT 12 8 —I',X 8 (S)" FASCIA BOARD VVITH NOSE � COVE MOULDINGS WITHIN GABLES BEVELED LAP VINYL SIDING ON ALL WALL SURFACES; COLOR I - — TO BE DETERMINED FASCIA* VENTED BEADED SOFFIT; HEIGHTS ALIGN CONTINUOUSLY AROUND _3 WALL/RAFTER PLATE — SEAMLESS GUTTERSLLJ W CONTINUOUSLY AROUND; N LEADER - LEAION5 AS PER DERS TO DRAIN - WINDOW HEADERS � TO DRYWELLS Z JO � m O z LCl ANDERSEN (or equal) O L Ln _ WINDOWS w/APPLIED GRILLES lL IL o AS SHOWN — OO (� N O — — _ PROVIDE 4"X 4" CASINGS 00 U T GS 2 T 6 2 T GE 2 T JG; 2 u 2 2 T 2 2 T 6 2 T 6 2 AROUND ALL WINDOWS DOORS; WINDOWS TO RECEIVE l I HISTORIC SILL, ALL AREAS z W — FIRST FLOOR e — I"X G" CORNER BOARDS Q 4� W GRADE (S) m Ow CL- U 0 � 0 MAIN ROAD ELEVATION SCALE- 4" = 1 '-0" FOOTING DEPTH , �ll F� 0 O F ^ U w t- N aU Q Cr W a 2 U ao �J f— � s,.a..,,;%ea✓.cera^n�ahE<amaeo-.�za�ta.w�,�ro/1'ds.wa'.eu..anks..,x.M..+,a',w'r;,m+,<+y.�aa,,°t,f?wf.a,,.,.�:t ), _ ~d•O .COMcheck Software Version 4.0.7.0 wfifi� 4d eloM Statenlent Envelope Compliance Certificate Co mprianc Ctultltiarlceieproposed "� CompGarare Sta;emerrt:the proposed envelope design represented in this doc+;tment is consistent with the building plaais, _— O specitica�orrs;and a thorcxicutations submitted w6 this gerrrli appiratian.The proposed enve4op�e systeins have been n desigr�d to vneettFe2015 tECC reziuFr=_meet;>,n CO :b "rche '�,'ersion 4.0 7,O and*.a ebmpty re+tit any appiicaGee mandatary n }v reyuiramerats l;�e'd in the Inspection Checklist _ OO f- Project Enfomlatiot) 2 F- En yCode: 2015IECC Mme-T:t-e S4nature Gate Z co Pruett Tile: 820 Front Street LLC Q n Locat"on lGreenport.New York =CRT-,--4e 4a P—,-Type- New Construction 11enical c4az f Wall�rea' 846 C+artsfi%sT...>.rtm 8�: CYnrrse7fv;,=nl -Cfssi�nert�nlraa'bsr: Greerort Dwyer Design Consulting;g;Inc, — T\A/ 6 2 6 2 LT 1 G 2 SourdulkL 33>i'Y Building Area Floor Area I-Office.,NonresiderrtW 2�t7 W Additional Eeidency Package z No efbericy lTVAC.Systams &not meet the pedormance roquirernentwofbe ideftled in the rnec#ian'i=l requ3temenr5 dwcu st Envelope Assemblies W i` Assembly Gross Amea Cavity t:on't_ Proposedbudget U- Perimeter R Valaae "a'` °�'c` �ac`°ww LEFT 51 D E ELEVATION LU Fico 1:Wood-Framed Bldg.Use I-OFicet o 30,0 an Q U33 it 1)33 Rod 1: Rodwithcvor.Jois$.V3"g.t�ot- �j �n �.a a.a e.�n a.a SCALE: 4 NORTM IJ z Exterior Wit l:Wood-F d.1H'tr.4.,j fd2,usq t-o1F 1 533 tet D-064 Ex^enor WO 3'.Wo i Famed Ur o.G,P I2 use I b-cel 5pz t9.Q a.Q 00 3 13.454' U SOUTH z � ErervrW3M2,Woad-Framed,%T o.o-j5trg,Use t-Of zel 823 13_0 55.13 0.0e9 tI.W4WEST Q z ExtjW lr Waff 4:Wood-i`ramed,W a&.'j5VJg,Use i-C1d:eel 525 190 5.£3 !11.043' 13.064 Window V VityttFt gtass Frrrne:Operabk,Peaf.Spem,Product ID 193 0,310 VA59 iroduet WW,MGC 023•'JBWg.use 1-Direej fib) Door V Cuss$x 5rj-, Frame.t:riowee tom.Perp. 42 _ . — 0.31'5. Q rM S€6s--Product M prodad tabes.SHOC 9.21,[6idg.Use 1-CiEce;(b) (a)Sudpet U-1actom am used for soatuare baseline caM.a aCc+ ORLY,and are not code Tsqu",•e^fe-45. (b)Fenestrattn product pen5ormance must be ceati5ed in atdofdarce Mth NFRC and doMiment3tiOn M. Irrolec'tTwe__ .Rzorrart*s`rreetuc Nepo�tdate:MOV17 ProiertTitle:. ,820FrongStreet LLC Report date: INOEJ11 Data filename: Unitided.cck- Pane I of i2 Data hienatn n'untirtited.ca Page 2 of 12 F' �374(��� ��� PAGE: I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED C-CUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW W GENERAL NOTES: m - • The information on this set of construction documents is to relate basic design Q Z intent and framing details. They are intended as a construction aid, not as a W substitute for generally accepted good building practice and are in compliance with the 201 5 International Buildmg Code w/201 7 Uniform Supplemental to New York State. m The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and weatherproof completed product. ' — TYPE V Construction based on ,. 201 5 IBC Chapter G P Pre-Engineered Wood Floor Framing W o r5 R Truss Roof Construction u Q � TRUSS IDENTIFICATION SIGN: - — Identification of construction type shall be provided by sign or symbol shall be affixed visible to the exterior TW IGE 2 TW)GEj2 TW)C42 T 6 2 U J J W W v � N � � � O O in RIGHT SIDE ELEVATION N N u � u o N N c0 C0 (,D- o SCALE: 4" = I ,-o,, wz zo o � (s) m O U-j tL U O ►L oC � h� 0 0 n = A 4 2 A d4 2 0-0 r-! a r+ w 2 .1..1 J Q V ap M 2G 2 T 6 2 --- T 6 2 I J 0 U oa i-i a— z ON 2 n z� z� a� BACK ELEVATION - MAIN ENTRANCE SCALE: " = I ,-o,, Lu W L-J m R W 3 C z 0 U � zF) Q N z DAL s ;w:; (P 0,?744c� OQ. SOF � PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO Tt115 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION Of SEC. 7205 OF THE N.Y.S. EDUCATION LAW 2 � m � w O ~ O J DETAI L5 OBTAINED FROM m m = z ICC ANSI A 1 1 7. 1 2009 w < z o min 9220 1 z l I 0 Q 5-0` - — 2Z-G` 43'-0" 22'_G" — RAMP RUN TO COMPLY -II w/SECTION 405.2 OF 7� SIZE OF CLEAR FLOOR SPACE 2009 ICC A 117. I .. - TW2652 VERIFY LENGTH IN Ef TW2652 FIELD TO GRADE Q ® 21 6" RAMP 5'_°" Q C) U) 0 �g=;ill° ALUMINUM POST w/ CAP RAIL, TYP. EACH FOURE:D SIDE OF RAMP TO =CONCRETE Po cr SECTION COMPLY w/SECTION 505 12 COPY AREA OF 2009 ICC AI 1 7. I = I -=__ PRIVATE OFFICE I J q NC / r . ' N PROF05ED NEW OFFICE '1 �a DOWN N 2- 7 4" LVL HEADER; o 290250[.ft. Fropose,d Building Footprint WRAP FINISH w/ I x AZEK q` `+ PROFE55IONAL SUITE TREAT FOR ELEMENTS 989 5q.ft. Main FrOfe551onal Area; U 31551.ft. - Individual Suites a5 shown J B Classification F- 4 - 10" SQUARE COLUMN F E 2868 Total Office Occupancy: 177G5.f.@ 100 = 17.8 ppl LU I secnorl MAIN ENTR'.Y PORCH FIG,.Eg WITH RAISED PANEL 11 TYPE 5b Construction ratin o i CEILING JOISTS ROOF AS A DETAIL AND CAP BASE; 9 HEIGHT OF LAVATORIES AND ;SINKS PER TRUSS MANUFACTURER - U o ' U POURED CONCRETE TYPICAL BOTH SHOWN "SD ______J m O EXIT SIGN wr/ EMERGENCY (I) 3 ENTRY STOOP f- CO F-• u Ln N CENTER BEADED VINYL EXIT ILLUMINATION AUDIBLE Z z SOFFIT MATERIAL FOR i J w/ DIRECTIONAL ARROWS OO Ln FINISH CEILING LL_ 11 EXIT 3028 -- -- EXIT ACCOUNTING , o e C EMERGENCY LIGHT O O 00 r AAN4028 AAfJ v2S TW2652 OFFICE 2868 o N cel cv o l j wArER 7 9 9 ° z 'SD PRINCIPLE 5PACE - PORTABLE (FIRE EXTINGUISHER � � 0 - `'`'�� r__ cooLeR CO F.E. IN ACCORDANCE w/ 2015 IFC 3070 DOOR TO HAVE PRIVATE OFFICE 2 z o h SECTIONS ;906.3. I-906.3.4 0(js ADA RE5TR OM s SELF CL051NG HINGES 2868 U MALE RqSTROOM �7ALE I 2868 4'-0 W z VERT Z AL 6 3.6 SD SMOKE GARBON DETECTORS z - HORIZ)NT L -MIN MIN, CO .-1 V15 BLE t —, — — — — - — MEETING ROOM DOWN —s-a' p � ® o . _5'_0" L_6, _ s -45�z b-4a ®®®®. SD AUDIBLE SIGN EXIT _ N = WALL LEGEND: ,^ 0 EXIT N. CD MIN. V 1 3028 'I _ — 068 I._8.. m NEW CONSTRUCTION {� Acts �lb1 St~tsle Ih'Rt�n try. N t CO F_ 0 0 LU �• Acce"IbWW to Clas � v 2' ACCE551bILITY SHOWN 3068 ENTRY HALL � �_ � p U N m _ TO COMPLY w/THE ICCnz LL_ — - - w 1 AN51 A 1 1 7. 1 - 2009 F E 3'_ MEETING ROOM 2"X G" 5TUID FRAME EXTERIOR WALLS, FIG.604.2 PROFESSIONAL SUITE = U� w s VISIBLE* O U_ CLOSET LOCATION REGULATIONS, TYPICAL Q _ AUDIBLE SIGN I G" ON CENTERS; R-19 INSULATION WITHIN, LL ��,_ . ®m� 195sq.ft. O ALL BATHROOMS L 3068 v I" RIGID FOAM INSULATION ON OUTSIDE, 0 3 u� x O v &� O Q ADA KE5TR00 CV 5EE DETAILS THIS PAGE O Q ILI L UN15EX 5" PLYWOOD SHEATHING ON EXTERIOR, I n/ ,L � PAIR 2GG8 8 "5D 3068 c� EMERGENCY LIGHT Q POCKET DOOR J" I CO TYPICAL ALL SHOWN Q I HOUSE WRAP SIDING; ' FIRE RATED Other fixtures not allowed GYPSUM BOARD ON INTERIOR SIDE //'//Z//U) — 11 t _� r7---h vvltira ft area L__ HALL 'SD "SD U L ERTICAL 2 X 4 INTERIOR STUD PARTITION, 6 2„L C 4- CO �? w/ I LAYER-' GYPSUM BOARD ON EACH -- PROFESSIONAL OFFICE 0 w 51DE; USE M015TUKE/MOLD RESISTANT 3028 91 sa.ft. U � 3028 la N BOARD IN ANY WET AREAS $ USE CEMENT J Y " BOARD ON ALL 5URFACE5 RECEIVING TILE 'SD 5-0 --- --� t CO F- I ROOF AS MAINTAIN 9'-0" CEILING HEIGHT PER TRUSS MANUFACTURER r l 5D THROUGHOUT FLOOR AREA V t CO 3028 Q ° o ®_ _e a� r _ PROVIDE 3- 2"X 8" HEADERS �l ° FWH3 I G I I o... ABOVE ALL WINDOWS � DOORS 2468 PROFESSION OFFICE WAITING HALL 3068 Q RECEPTION UNLESS OTHERWISE NIOTED; 7'-0" w PROFESSIONAL SUITE qz _ i HEADER HEIGHT FOR ALL WINDOWS i 2GOsq.ft. u� ; EXIT *5D o. 2868 4) CEILING JOISTS ROOF AS JANITOR CLOSET ' I v PER TRU55 MANUFACTURER ' COO N ®��® o a N 5'-0" 8'-I I" - J L-- ' 8'- I" p N L _ _ . _ Lyn ENTRY F ORCH m... ®a o �a 60 �� cw TW2652 TW2652 N F.E. TW2652 TW2652 w WOOD CAP421' KNEE o �� N V a - - ® PRIVATE 0 r------ - � o _~ SIZE.OF CLEARANCE FOR WATER CLOSET ------- POURED CONCRETE E;I = ❑ _®_o Q �' � afFIG. 6E14.3 �� ------ DOWN ENTRY STOOP o a — L t3 f"� 21._6.. 0 I ZO N r- ------JITW2652 TW2652 -TW2652 TW2652 L__J =U' * FACES MAIN ROAD 22'_6" —22'_6" S�."c�t I'teag}1t 1� W FIG: X604.4 U' WATER CLOSET SEAT HEIGHT FLOOD PLAN 36 min X315 12 min SCALE: 4" -39-41 305 91= 24 min w 54 ruin 610 � 3 12 tax 13 13 ��'y�+ � z U o 3105, y .1065 a z EO ' t i o Z �- �- 0 _ M co o % ' } FIG.64.5.9 FIG.604.5.2 .SIDE WALL GRAB BAR FOR WATER CLOSET REAR WALL,Gi�AB BAR FOR WATER CLOSET •;�,r 40%) .��� PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7203 OF THE N.Y.S. EDUCATION LAW 3 C() m w O ~ O C) J FIRST fLOOR AREA Q z LU ALUMINUM HANDRAIL GUARD RAILING SYSTEM CONTINUOUS AROUND STAIR OPENING FLOOR STRUCTURE AS PER PLANS GRADF 8" POURED CONCRETE FOUNDATION WALL BASEMENT BASEMENT #5 RIEBAR @ 12" O.C. (J� z EGRESS #5 RIEBAR @ 12" O.C. (VERTICALLY) Q_ O #5 RIEBAR @ 12" O.C. II o � 3'-0" X 8" POURED rr � CONCRETE FOOTING V ON COMPACTED FILL Q STAIR WALL DETAIL o 4" CONCRETE SLAB SCALE: -4" = I '-O" PITCHED TO CENTER FOR DRAINAGE 22'_6" 43'_0^ 22'_6" U 6'-0 6'-6" HOLDDOWN (TYP. 2) 4'-0" 12'-6" _ ANCHORS AT ALL CORNERS THROUGHOUT LU a aiTt6' o 5.', o•' o b f o; o, a-. `o _ UMBER OF TKEDS TO E VERIFIED IN FIELD BASED � � ' 34 IDIAMETER ANCHOR BOLTS ~ �' � o N EXISTING GRADE WINDOW(ALL) 5.. N v +;� ch W/ 7 MIN. DEPTH @ 48" O.C. z 4J. z �• ` W/MIN. 3 X3"xe'WASHER @PLATE O (` PROVIDE BEAM POCKET IN 1' srAl FOUNDATION WALL; SIZE w �� i lo'-°" 92"TJI 230 AS REQUIRED t TAR ALL 2'_6 F.J. @ I G" O.C. c SIDES (TYP. BOTH ENDS ?Q'• :c. O O LO 92"TJI 230 I AT ALL GIRDERS)Ln 5.0„ _ Lin O _ F.J. @ I G" O.C. o POURED CONCRETE ENTRY STAIRS I? wz ALUMINUM HANDRAIL HVAC UNIT + GUARD RAILING SYSTEM z �_ ° Q• I Q ° I �� � CONTINUOUS AROUND N STAIR OPENING i I— —� (— —I , `SD O U PROVIDE BRIDGING CO UP FIBERGLASS DRYWELL 40 W/STEEL REINFORCING; FROV. EPDXIED #4 STEEL THROUGHOUT ENTIRE DAMP PROOF PERIMETER Q I UNEXCAVATED REBAR VERT. @ 12" O.C. FLOOR SYSTEM, 8'-0" O. ( :,. I OF FOUNDATION WALL U_ o. ,a.' \0 0 PROVIDE 4" P.C. SLAB, INTO FOUNDATION WALL:! p 4"TtG PLYWOOD 5HEATHI G o, \ PITCHED WITH DRAIN STOOP FOOTINGS ABUTTING. I (CONTIfJUOUS AROUND ALL AREAS) O ABOVE, GLUED 5CRE D p ( I J .6 8" POURED CONCRETE 0 3068 :. FOUNDATION WALL W/ LU — a.. — -- ;q P W 2- #4 REBAR IN FOOTING p o EXIT F.E. o J _ J I _ I O o. (TYPICAL ALL AREAS) 00 O AREA CC) i ' O � � 41-2 112" TRAVEL DISTANCE = _ m I 9""TJI 230 -N� v I I 91" TJI 230 `� F.J. 1 G" O.C. LU_LT — -- — — BASEMENT 0 - I — r 1 &-0" HEIGHT TO UNDER5IDE OF JOISTS STAIRS TO BE BUILT IN ° Ul �r I DOUBLE JOISTS UNDER ~ ACCORDANCE w/ 201 5 IBC M� L� ALL PARTITIONS RUNNING L SECTION 101 1 .5 WITH A L PARALLEL (TYP. LL AREAS) `SD I MAXIMUM RISE OF 7" w CO MINIMUM TREAD DEPTH OF I I" I 3 " DIAMETER STRUCTURAL m: STEEL COLUMN BURIED IN ( ',` c Cr _- --- HANDRAILS SHALL BE A MIN. OF 24"X 24"X 1 2" POURED I 34" w/AMAY. HEIGHT OF 38" � o¢ CONTINUOUSLY ALONG STAIR CONCRETE FOOTING (TYP.) I w 2 3- 92" LVL DROPPED GIRDER _j¢ _ _ RUN AS PER SECTION I 0 14. I n. of 0 __j L __1 -1 CO I I I '�"' o 0 U 66/8 2 p I a¢ LU y 92"TJI 230 I I I o L*LI 92"TJI 230 ° I F.J. @ I G" O.G. U O m �_ PROVIDE BRIDGING F.J. @ I G" O.C. I ° I > ti - a }� N THROUGHOUT ENTIRE 4" POURIED CONCRETE p Z N FLOOR SYSTEM, 8'-O" O.C. SLAB ONJ COMPACTED FILL; UP — ? F 7 p�N L 2"T$G PLYWOOD SHEATHING K-19 INSULATION T =T z �.. I ABOVE, GLUED SCREWED TYPICAL,ALL AREAS L � ¢r m II :° 07 'o m . ° D�STq�C�LLJw PROVIDE BRIDGING Oil it Q UNEINGhED BASEMENT THROUGHOUT ENTIRE �— O Z_ FLOOR SYSTEM, 8'-0" O.C.; I o .. . q. �: Q•. I o 2G4750[.ft. UNr1ABITABLE AREA TSG PLYWOOD 5HEATHING - o ACCESSORY STORAGE USE a ABOVE, GLUED SCREWED I o ( Total Occupancy: 2G475.f.@ 300 = 8.8 ppl UNEXCAVATED p ro �I II r! EXIT SIGN w/EMERGENCY z I. 471777777 //, -� exlT ILLUMINATION AUDIBLE w/ DIRECTIONAL ARROWS ITm LU 7`4, 0. M EMERGENCY LIGHT m PORTABLE FIRE EXTINGUISHER � W y F.E� $ IN ACCORDANCE w/ 2015 IFC } 22'_6" 18'-6" 22'-6" SECTIONS 90G.3. 1-90G.3.4 Q z 'SD SMOKE It CARBON DETECTORS U o c0 FOUNDATION WALL LEGEND: z 43'_0"— --- — Q z 8" POURED CONCRETE FOUNDATION WALT_ WITH P-4"X 8" FOOTING; 8'-0" WALL HEIGHT FOUNDATION PLAN — — 8" POURED CONCRETE FOUNDATION WALL WITH P-4"X 8" FOOTING; SCALE: 4" = I '-0" — — ..• �� � 3'-O" BELOW GRADE js r PQ '�TF437�b(3 5 4 PAGE: 0p NeN* UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW Lu O O ARCHITECTURAL ASPHALT O -' 1- ROOFING WITH 15# FELT APPROX. RIDGE HEIGHT OVER g" CDX PLYWOOD Z WITH ICE $ WEATHER SHIELD @ PERIMETERS VALLEYS Q � m 12 8 TRUSS ROOF FRAMING SYSTEM \ SIMPSON H7 CONNECTOR AND CEILING BY OTHERS. DESIGN, SFECIFICATIO 12 4: INSTALL AS PER MANUFACTURER DRAWINGS �\ 51MP50N H7 CONNECTOR 4 F-- FASCIA, 1'-0" SOFFITS WITH R-30 INSULATION FASCIA, P-0"VENTED / CEILING HEIGHT/RAFTER PLATE CONTINUOUS GROOVE VENT O L' WITHIN BEADBOARD VINYL SOFFITS WINDOW HEADERS 3- 2"x 8" HEADER ABOVE; _ x Q PROVIDE C520 STRAPPING I G" O.C. J - RESTROOM hALL OFFICE 2- 7 4" LVL HEADER; �_ 2"X G" STUD FRAME @ I G" O.C. WRAP FINISH w/ I x AZEK II 2"X q" INTERIOR R-1 9 INSULATION WITHIN, I" RIGID t TREAT FOR ELEMENTS Q STUD PARTITIONS FOAM BOARD WITH 8" PLYWOOD ENTRY _ SHEATHING ON EXTERIOR, HOUSE WRAP 10" SQUARE PERMACAST PORCH b rtenn' $ SIDING AS SELECTED; g" GYPSUM COLUMN WITH RAISED PANEL m ° V J BOARD ON INTERIOR SIDE DETAIL AND CAP BASE ° 4 Q 2"X G" ACQ SILL PLATE Q cU FLOOR HEIGHT OVER TERMITE SHIELD 4" PLYWOOD SUBFLOOR OVER SILL SEAL; 4" POURED CONCRETE SLAB PROVIDE 51MP50N C520 R-3 ULATION 97' TJI 230 F.J. @ I G" O.C. ON COMPACTED FILL WITH N GRADE W/ LPT4 CONNECTORS W.W.M. G X G/ lox 10 5" DIAMETER ANCHOR BOLTS 3- 9-,'' LVL DROPPED GIRDERGAUGE WIRE \ \ \F\ W/ 7" MIN. DEPTH @ 48" O.C. GRADE /i✓`Ty�./l „ ,, BASEMENT iUNEXCAVATED W/ MIN. 3"X3"x'' WASHER @PLATE UNFINISHED/ UNHABITABLE 3 z DIAMETER STRUCTURAL 8" POURED CONCRETE STEEL COLUMN BURIED IN FOUNDATION WALL q 24"X 24"X 12" POURED N 8" POURED CONCRETE CONCRETE FOOTING WITH P-4"X 8" FOOTING; U FOUNDATION WALL W/ 3'-0" BELOW GRADE J 1'-4"X 8" d. FTG.; PROV. STAIRS BEYOND; 2- #4 REBAR IN FOOTING SEE FOUNDATION PLAN W (TYPICAL ALL AREAS) FOR DETAILS LLJ cz N l_- FOOTING DEPTH 'NOTE: CONCRETE SHALL BE � 3 m PC = 3,500 PSI @ 28 DAYS PORCH SECTION u 1 , FOOTINGS SHALL BEAR ON SCALE: q" = I ,-o,, S.- o I j UNDISTURBED SOIL WITHIN BEARING CAPACITY OF lL IL 1 .5 TONS PER SQUARE FOOT N N O O BUILDING SECTION "Al' > z Imo► _ SCALE: 4" = I ,-o,, Z p Wp (1) m O Lu � U O � IL O CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS NOT TO SCALE 40 ROOF VENT ROOF RAFTER er l WOOD JOIST WOOD JOIST �j RAFTER p 04 h-4 o BLOCKING JOIST HANGER U TOP PLATE Q-I u, GIRDER/HEADER TOP PLATE _0 a. WOOD GIRDER WOOD JOIST WALL STUD a< WALL STUD ATTIC w Q W� J Q U �o JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A­j o J K H a METAL HOLD- a a DOWN STRAP KING STUDS 38-1 Gd SINKER v 2"X4" WD 5TUD 0 IST. FLOOR WALL STUD NAILS T PER —�CORNER TYP. BATH I BATH 2 _ __ _-- DATH 2 WALL STUD MANUFACTURER CRIPPLE STUD __ --_ _ z`� BOTTOM PLATE NAILeD _ — — __ SUB FLOOR PORTION 2X4" SILL DOUBLE JOIST -0 LATE PLATE I )— HEADER IST. FLOOR POOR I I I I I 1311 RIM JOIST TYP. JACK STUDS RIM BOARD 1 1/4 �1 1/2 1 1/4 �1 1/2 1 1/4 �1 1/2 yPw DBL. SILL PLATE DOUBLE SILL PLATE """"M LAV LAV LAV ANCHOR BOLT (I) #4 REBAR IN FOUNDATION WALL SHEAR CONE-MIN. DOUBLE JOIST FOR NON-BEARING WALLS 12" LENGTH TYPICAL HEADER CONNECTION 30" MIN. FOUNDATION RE BAR LENGTH WALL TYP. FIRST FLOOR 1/2" MIN. - W PROVIDE I/2" SPACING FROM CORNER z SILL GASKET 1ST. FLOOR TO FOUNDATION CONNECTIONS C O I 1 1/4 3 1 1/4 3 1 1/4 3 BETWEEN THE END STUD 4 ® TERMITE SHIELD AND THE 2 OTHER STUDS m FOR ALLOWING CONNECT CORNER STUD METAL HOLD-DOWN/ UPLIFT ANCHOR 4 _ TO SUFFOLK COUNTY LLl r DBL. SILL PLATES HOLDDOWN INSTALLATION DEPT. OF HEALTH p m TO TRANSFER SHEAR TYP.WALL PRAMe-REFER (TO OVERLAP JOINTS) FASTEN WITH (2) 16d To SECTION DETAILS SERVICES APPROVED FOUNDATION WALL COMMON NAILS @ 6" O.C. NEW WINDOW TYP. 4"C.I. SEPTIC LINE. REFER TO PLANS FOR TRAP UJ TYPE AND SIZE } SIDEWALL ENDWALL IX3 MIN. PRE-PP,IMFD TRIM AROUND EXTERIOR p z O OF WIN DOW TYP. BASEMENT SILL PLATES TO FOUNDATION ANCHORING SHEAR WALL CORNER CONNECTION 14" U o TYPICAL z Q � WIND RESISTANT CONSTRUCTION CONNECTORS 2 u2"No.G WD SGPEws PLUMBING R15ER DIAGRAM z TYP.AT I G"O.C.MAX. 3" CONNECTION LOCATION: PART NUMBER: NOTES: FROM END TYF. NOT TO SCALE RIDGE-TO-RAFTERS C520 @ 2 1 " APPLY TO EACH PAIR OF RAFTERS I/2"PRECUT STRUCTURAL SLOPE" 1/4" PER FOOT PITCH TO DRAIN RAFTER-TO-WALL H7 APPLY TO EACH RAFTER PLYWOOD WINDOW PANEL TYP.FOR ALL WINDOWS RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER AND GLA55 DOORS. PLATE-TO-WALL STUD C520 @ 18 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD HEADER-TO-JACK STUD CS20 12 APPLY TO EACH JACK STUD '� ,;.,i 0 e a±E CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55T15 I G APPLY TO EACH 51DEWALL END i ST. FLOOR-UNDER-SILL PLATE LPT4 WRAP UNDER DOUBLE SILL PLATE 037400 PAGE: (USE WITH 3 SQUARE WASHERS) PN USE THE FOLLOWING OR APPROVED 5IMP5ON METAL CONNECTORS FOR PROPER WIND RPSISTANT CONSTRUCTION. GLAZING PROTECTION DETAIL FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 5 C COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES o"^IMAGE INSPECTI, ,,, 915n111RED (520 f RONT 5TREET LLC .4 ' AS REQUIRED AND CONDITIONS OF pct TCS Enginee? S5-y.1560 before PLUMBER CERTIFICI� Backfill,OR Provido E� .'s certification ON LEAD CONTEIJ i I .= "; ,; DD tdOT'PROCEED WITP, �7 C�F FR F a APPROVED AS NOTED ��J,,L�q that the drainav^has G oStaIlcd to cods. , , FRA101h1C UNTIL SURVEY P I\O PO.J L D I O I E DATE: B.P.# 4-25q',— � CERTIFICATE OF OC(-1 =:i�, ,, ; R S 5 I O N A L O F f I C E SOUTHOLD TOWN PLANNING BOARD OF F=OUND-i"4 AP LOCATION FEE:��'3 ' o BY: � LD?OWN TR .r SOLDER USED IN i�%�,TE��;7 hA;BEiiJAPPROVED. SUPPL Y SYSTEM CA��NG NOTIFY BUILDING DEPARTM AT . �� EXCEED 21'10 OF 1�b LE iD. cc 765-1802 8 AM TO 4 PM FOR THE F":.ECTRICAL C FOLLOWING INSPECTIONS: INSM- TION REQUIRED ). FOUNDATION - TWO REQUIRED C FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Blower door EIRE � ECTIOf� 3. INSULATION and ductwork ic'a�.l.��'..;r���=��i�= HEC��J3R,ED BEFORE c1� 4. FINAL - CONSTRUCTION MUST testing required. _ a ,,,, ,YN OPENING BE COMPLETE FOR C.O. g q ALL iri^%�:�w'-' "": �'. OPENING z c ALL CONSTRUCTION SHALL MEET THE &VV�TE Li�NC E,,. REQUIREMENTS OF THE CODES OF NEW OCCUPANCY OR TESTINGPE-QEsE��'' " "" 0 YORK DESIGN ORECO STRUCTONSIBLE FOR ERRORS. USE IS UNLAWFUL Q WITHOUT CERTIFICATE Must Provide Manuals > OF OCCUPANCY Do J and S as per A11 exterior lighting ARCHITECTURAL ROOP LU SHINGLE, COLOR TO BE W installed, replaced or DETERMINED C TE�USS F�Ld�C/trRD'i�aG REQUIREDEnergy Code repaired shall conform 12 1 APPROX. RIDGE HEIGHT to Chapter 172 �j 1"X 8" FASCIA BOARD WITH NOSE * COVE - MOULDINGS WITHIN GABLES r-n u- a -- DEVILED LAP VINYL SIDING ON L ALL WALL SURFACES; COLOR C U TO DE DETERMINED FASCIA$VENTED BEADED SOFFIT; HEIGHTS ALIGN CONTINUOUSLY AROUND WALL./RAFTER PLATE SEAMLESS GUTTERS CONTINUOUSLY AROUND; U LEADER LOCATIONS AS PER. —I ro WINDROW HEADERS INSTALLER- LEADERS TO DRAIN - TO DRYWELLS "_ - W 4-1 U L ANDERSEN (or copal) WINDOWS wl APPLIED GRILLIES (1� .- AS SHOWN I? PROVIDE 4"X 4" CASINGS p L T 6 2 A I 6 2 T 6 2 T 6 2 T 2 2 T 2 2 T 6 2 T 6 2 L AROUND ALL WINDOWS DOORS; WINDOWS TO RECEIVE HISTORIC SILL, ALL AREAS O O O N N � O �J o PIR51r FLOOR I"X G" CORNER BOARDS GRADE w z zo o � MAIN ROAD ELEVATION o _ wm W SCALE: 4" = I '-O" 0 I n O FOOVING DEPTH V �] 0 U W F- COMcheck SaIi`tware Veimlion 4.0.7.11 EnMope Co4Wtwice Statetnen€ a a - E.#1 Y'e I O pe Compliance Certificate C'ampliartea Staternrent The proposed enwelop�e.design rapn�sertta!in this'document is ca�nsiEtent w ith the buirdinq glans. - - �--! W a speci$catioru,and ether calculatichrrs su6cnitted wah d»perrcaait app6i[atitrRh.The proposed envelope systers,s have been r-+ designed to meet the.20I S IECC requieosents in CC Mcdhest Version d.B.T-0 and to corrtpty with any applicable mandatory �� J Q 0 requirementsismd in the tnspmftn checklist -- O lceegg e_ 20151€rt� Name-T a 56gnaflatg Date JO P*%t.Tt6e: 820F4lontS LLGa. F 1.dcaEart: Greenpod.ffewr York. V p Q c 6nate zwe: is EL L e — PrajetiTyye: NewvCanstna�eon � g v Vertical aamrrg I WAR Ares- 1196 }v n Z O1- Censiraec n5 Qwnerft-t iP TW IGE 2 U2 2 T 6 2 Z m Greenport-MY Dwyer Design Cnnsult3ng.Inc_ SouthoK my Qr t3udrfirrg Area Floor Area f-Dl@oe:F1�rsresfdetrr�t Z�fT Addittanal E€tCle[lL9t Pacllam Kiidh Pffk n y NVAC Syslems do not meet i5e pierlomranee rwgiirbmnt ardt be idwff ed in Via merhanirait regifrements checklist report,. U z EweloM Asse"lies Assembly Grails Area Cav+ty CouL Proposed auftet'U- ,or 1wa-iv.a R Value l,-Faetat Factorpr LEFT S 1 D E ELEVATION z R (l�f Perirereter r FBrror 1:4s"voa-Framd.[8*.Use i-otfrec] ma Ma 6.© a-= n e39 D L IZodll:AiSeRod witteWood JoisAs,(t3►ig.11.e1-t7t8eeq 2D90 3a.a &a 0.094 0=1 SCALE: 4" = I '-O" D � O NEAwm OM Wei 1:Wood-FnwwcL Wax_Fba-'Use 1 923 'lila 9.0 0.418 0.064 i Z � f APR - s 2018 o Exlen"Wei 1 Wood-FraneEL16 ex,. -U"T-0" W5 sae &111 am 0.004 U - m U .j•'...... -.i.��. ':,:' is Z gT U " Exe,;or W.a6l 2 4t�a�ad�-Fiaaned,l8'oa,j8k�-Use t-tls9ce� 923 19.0 9 4'3 .a a.4a.004 TOWN ExtericrVlta 4:aWood-Framed.l8'c.c,Pft9 Use 1-Mcr� 666 19.0 6_0 0.0' OFSOITTOLD 18 x.064 I n } Vrbsiftmr 1:Vin}tPFdmtplass Frame,0per .Pert Spers.:Protbmt 10 196 — — 0310 a_450 VWl praa amet alt c a.a8.[ebb-.tie 1-oke$N} z Dax'1: Lm("W%gb2* ):NlonmaW Frame.Er*aiceDdvr.P+er1. 42 — — 0.310 a770 spare.:Ptoddr9 prddud tatra7,^aItGC 0.z1,[�dg Us,e y-IIl!-reel{b} R/ Cz}flhrdget Waricas aire used for satiware hawfirm caloublions IONLY.and wendmAmquilinienh- o (b)f'en Son vedwirrancemcua tatme becaffied' ed srihIFRCardI es�FQ I . I. moi../ ,�i^l' 0'�,`�.e° l~{.1�^,,'a, °'er7 n sh r �x�+����:� '�<�� �.� >.'Sy5 br5C ail Cpm w a ; ,I z He date I8MM7 T� 820 Front Street LLC Report date:I0t06t1T Prop ctThGe: 820 From Street LLC p� G dfe� Data filename: Und*d.cck Page I of 12 Dam Psrenarne: Unitrdmicck page 2 of 12 z OF Pl E�1 PAGE: UNA UTHOR/ZED AL TERA TION OR ADDITION TO TH15 DPA W/NG AND RELATED DOCUMENTS 15 A VIOLATION OF S/EC 7209 OF THE N.Y.S. EDUCATION LAW LL GENERAL NOTES: z • The information on this set of construction documents 15 to relate basic design Q z intent and framing details. They are intended a5 a construction aid, not a5 a 5ub5titute for generally accepted good building practice and are in compliance with the 201 5 International Building Code w/201 7 Uniform Supplemental to New York State. The general contractor 15 re5pon5ible for providing standard construction deta l5 and procedures to ensure a profe5vonally finished, structurally sound and weatherproof completed product. y C N { ; .,>.,: TYPE V Construction based on 20 15 IBC Chapter ap ter 6 LLJ Q A z a O F Pre -E n 9Inee ed Wood floor rF ra min 9 Q R Truss Roof C onstructlon J W C p V w TRU55 IDENTIFICATION SIGN: U Identification of construction type shall be provided in by sign or symbol shall be afflxed visible to the exterior TW 6 2 TW?G!2 TW 6 2 T 6 2 U LUJ J t— L f (� 4E ? (SIGHT SIDE ELEVATION O z SCALE: 4" = 1 ,-u a-/ o Lin 11– LL 00 O N N O O W z - Z � LLJ n m R� -- - O v — OOH p- O 6 2 T 6 2 0 U —Ph HG 2 T 6 2 w F- ^``� _ W n U i• 1; f — w< Q J •^� J F- 0 O H V 0a � a_ �iz r �v BACK ELEVATION — MAIN ENTf�ANCE _� Z� SCALE: 4" = I '-0" U z z J � o ro Z � O U m Z . CD W C z LLJ r IL PAGE: UNAUTHORIZED ALTERATION 09 ADDITION FO TI-115 DRAW/NG ANO RELATED OOCUMENT5 15 A VIOLATION OFSEC. 7209 OF THE Al Y.5. EDUCATION LAW 2 LL C DETAILS OBTAINED I'ROM } z ICC ANSI A 1 1 7. 1 2009 z } cc Y�all4l[LI�: W C '.P. :_ '.+.n,•J,9..—t .+.'Fs_�`-'.a+:.r::....int"iiw..Z- i ;E i � 88-iii Q y- 16'-6" 5'-O" 22'-C` 43'-0" 22'-6" ^ .' RAMP RUN TO COMPLY FIG0 U ) w/SECTION 405.2 OF z '~ {ZE'bF.CLEAR Ftt��}R:SPACE; 2009 ICC A 117. I J VERIFY LENGTH IN TW2652 FIELD TO GRADE u _ TW2652 C 21-66- _0 Q RAMP 2' I s' o ALUMINUM POST w/ -®®i® CAP RAIL, TYP. EACH POURED =CONCRETE PORCii . . 51DE OF RAMP �TO secrloN rr � COMPLY w/SECTION 505 1 2 N` 0 COPY AREA V OF 2009 ICG AI 17.1 — I {� � PRIVATE OFFICE I v 3 ��,� � i1 DOWN PROPOSED NEW OFFICE ~ q 2- 7 " LVL HEADER; o �, 4 L o 20025ol.ft. Proposed Building Footprint - WRAP FINISH w/ I x AZEK - PROFESSIONAL SUITE DOWN TREAT FOR ELEMENTS F.E. 989 scl.ft. Main Professional Area; 3155q.ft. — - IndlVldual SUlte5 a5 shown DOWN r-- 10" SQUARE COLUMN EMPLOYEE B Cla551fication SECTION MAIN ENTRY PORCH �- 28G8 Total Office Occupancy: 177G5.f.@ 100 = 17.8 ppl " WITH RAISED PANEL ENTRY CEILING JOISTS ROOF AS A � TYPE 5b Con5tructlon rating Q) z DETAIL AND CAP $ BASE; ;=HE_ Tr.HTbFtA,vATif RiEs` LI',{C�;,ia'{I`KS': PER TRUSS MANUFACTURER U U POURED CONCRETE "' TYPICAL BOTH SHOWN POURED CONCRETE 3070 OOR TO HAVE *SD ___ J O o =_= EXIT SIGN w/ EMERGENCY = ENTRY STOOP " ENTRY STOOP SELF LOSING HINGES CO x tj O Ex1T ILLUMINATION AUDIBLE L w w CENTER BEADED VINYL / DIRECTIONAL ARROWS ::::.:: L FOR ------ L O. SOFFIT MATERIA ' EMERGENCY LIGHT o O CEILING ISTS ROOF AS s, EXIT TYPICAL ALL SHOWN w U FINISH CEILING PER TRU MANUFACTURER 43 — TING � � m 7777777777777=7777/73068 CCOU o N EMERGENCY LIGHT Z � � ,. TW2652 307 DO O HAVE TW2652 TW2652 OFFICE - 0 ❑ o N X EXIT z 28 o - 3 PORTABLE FIRE EXTINGUISHER EXIT F.E. G8 O ,;�; ~ .:•. INo "' SELF IPIG HINGES �o� PRINCIPLE SPACE ~ F.E� IN ACCORDANCE w/ 2015 IFC LL- 01 IL PRIVATE OFFICE 2 SECTIONS ;906.3.I-906.3.4 O O O r-- p 4'-0" ¢� O N N LU —. ._ •Sp cJ � U N Q *SD ENTRY HALL PROFESSIONAL ITE1M' 5'-2' CO SMOKE CARBON DETECTORS '1€��1t4' ,, _ •• $ CO 2065q.ft. I,_4 aCe. 4—® WATER 3068 51 a `AM-455 :430"' M Q COOLER 3068 .:.. — 6 4tA- 3'-3" WALL LEGEND: E.... B I z VERTICA EXIT O 3'3" - * ® = Au SIGN I I'e" NEW CONSTRUCTION N m 5'O" VI51 A D W 0 3 AUDIS E 51 0 C MEETING ROOf�� 2"X G" STUID FRAME EXTERIOR WALLS, z Q PROFESSIONAL SUITE I C cn D _ MDSE RESTROOM _ p ❑ � Q � � � uNlsEx � � 16" ON CENTERS; R-19 INSULATION WITHIN, �Vt��ti`EWCUOS TLt'7►CAT11aN`. „®sy 195sa.ft. w w - O 00 Q � I" RIGID FOiAM INSULATION ON OUTSIDE, D CD FEMARESTROOM - PROFESSIONAL SUITE ,? 2 -- - �O PAIR 2668 8" PLYWOOD SHEATHING ON EXTERIOR, (W *SD 3068 183sa.ft. z i T z ��i HOUSE WRAP t SIDING; 5" FIRE RATED CO 3068 ...... < SD j - ERncAL _ (� POCKET DO a a Q * OR 1 a GYPSUM BOARD ON INTERIOR SIDE �rlre 'in o:'sO W •:. 0-- /77 U r,. L sCO - N IL in, Area --J HALL o � � D - 3 7T77TTi 2"X 4" INTERIOR STUD PARTITION, O IL 6'-2° 6'6" w/ I LAYER 2" GYPSUM BOARD ON EACH (L O _ ..—. . N �, w m r` SIDE; USE M 015TURE/MOLD RESISTANT i a I XI BOARD IN ANY WET AREAS * USE CEMENT DOWN BOARD ON ALL SURFACES RECEIVING TILE - MIN. 3068 *SD w CEILING JOISTS t ROOF AS 3068 �Z t- CO I 2868 PER TRUSS MANUFACTURER MAINTAIN 9-0 CEILING HEIGHT •.x..., ,1,..` N 4 w `SD THROUGHOUT FLOOR AREA x *SD - VISIBLE is 068 CO � E�N — __ _ _ CO • f' ' r - v L _ PROVIDE 3- 2"X 8" HEADERS «c� RESTROOM �` X ALE – FWH3 I G I I 3068 ABOVE ALL WINDOWS * DOORS ,1. PROFESSIONAL SUITE w w ' WAITING HALL RECEPTION UNLESS OTHERWISE NIOTED; 7-0" 1 p... 2605a.ft. ® ° I EXIT *SD ~ — 2868 HEADER HEIGHT FOR ALL WINDOWS CEILING JOISTS * ROOF AS O 'v PER TRUSS MANUFACTURER I 1 P-4" CID x Ln I _ F.E. m 4 " KNEE WALL w WOOD CAP ' � vERrICAL N ENTRY PORCH o o -- —1 L�W2652 TW2652 ❑ I r---, r--, � �-- � e PRI VATS O - � ►-� # B 4'_8" 0 � 1- . — F+i w _ MIN •---•- POURED CONCRETEi 'FIJI ,`80 .2; IIN ACCESSIBILITY SHOWN DOWN ENTRY STOOP s L a c=i H .F`F1 � 1 A'" ------- i TO COMPLY ICC ¢x IZ�OFLEJ�iA TER T �--� ANSI A] 17. 1- 2009 0 W a ------ REGULATIONS; TYPICAL secTloN � ' J 21-6" ALL BATHROOMS q 6-0.. U a SEE DETAILS THIS PAGE Q� ° ------ TW2652 TW2652 L TW2652 TW2652 __� O J 19 z • � J 1— J� F �a FACES MAIN ROAD a 22'-6„ 22.6' — �v N n Q P ARS StT:SFATH { HT z FLOOD PLAN — ` '#2:1i n x SCALE: 111 = 1 '-01 U' 41 . 14 K6 4 w F- {t'.tflX. i rc" z LU � :a GJ. •�: . z � W j > N: �E r M•, F1 :rflFIG-,604. . z ;8 `F f W k, L0S, " R 4R BALI:ARAB:BAR_Ft?F�a TER CLOSET" UNAUTHORIZED ALTERATION 09 ADDITION TO TH/S ORAWIN6 AND RELATED DOCUMENTS 15 A VIOLATION OF SEG 7209 OF THE Al.Y.S. EDUCA ROAI C L Z FIRST FLOOR AREA Q z } ALUMINUM HANDRAIL$ if GUARD RAILING SYSTEM CONTINUOUS AROUND STAIR OPENING FLOOR STRUCTURE A5 PER PLANS GRADE C N 8" POURED CONCRETE LC FOUNDATION WALL d BASEMENT #:5 REBAR @ 12"O.C. BASEMENT Q EGRE55 #'5 REBAR @ 12" O.C. (VERTICALLY) #5 REBAR @ 1 2"O.C. f1 " z 3'-0"X 8" POURED J CONCRETE FOOTING C ON COMPACTED FILL - 5TA1 R WALL DETAIL 'I SCALE: = I '-O" PIITCOED TOCENTER ETE SFOR \ (� 4 �� DRAINAGE w U 88'_0" 22'-6" 43'_0" 22,_6, PROVIDE 5IMP50N PHD5 4'-0" 12'-6" 10'-0" 12'-1 I/2" 4'-4" HOLDDOWN (TY". 2) ANCHORS AT ALL CORNERS THROUGHOUT UMBER OF TRED5 TO E VERIFIED IN FIELD BASED J II 417 BASE NT 8" DIAMETER ANCHOR BOLTS N EXISTING GRADE INDOW(ALL) W/7" MIN. DEPTH @ 48" O.C. W +, PROVIDE BEAM POCKET IN W/ MIN. 3"X3"x8" WASHER @PLATE L IIFOUNDATION WALL; SIZE STAIR 9z"TJI 230WALL +, A5 REQUIRED *TAR ALL F.J. @ I G" O.C. ... (s) 3 m II v SIDES FYP. BOTH ENDStn 9z"TJI 230 AT ALL GIRDERS) p. ° z �' z s'o" Ln F.J. @ 16"O.C. "= POURED CONCRETE PROV. EPDXIED #4 STEEL ENTRY STAIRS REBAR VERT. @ 1 2" O.C. ... O O O _N STAIR CHEEKS INTO FOUNDATION WALL O ALUMINUM HANDRAIL HVAC UNIT N N O (� I L L STOOP FOOTINGS ABUTTING IIIA •o I o o GUARD RAILING SYSTEM CONTINUOUS AROUND 7'. N STAIR OPENING "SD IIIUP FIBERGLASS DRYWELL PROVIDE BRIDGING I �\\ $ CO b THROUGHOUT ENTIR 2 DAMP PROOF PERIMETER p W/STEEL REINFORCING; I LLJ z LIjII I / o PROVIDE 4" P.C. SLAB, UNEXCAVATED FLOOR SYSTEM, 0 O.C.; OF FOUNDATION WALL z Q 4 T$G PLYWO SHEATHI Q o o= o I (CONTINUOUS AROUND ALL AREAS) J PITCHED WITH DRAIN ABOVE, GL D It 5CRE D III I UJ �— I I 8" POURED CONCRETE C� FOUNDATION WALL W O' " I Q• •Q 3068 - V 1 4 X . FTG.• PROV. —N 8 d fL i U — Ii — 2-#4 REBAR IN FOOTING :rr O m IT F.E. (TYPICAL ALL AREAS) � �•1-. :i uP TRAVEL DISTANCE STAIRS TO BE _Eu_ILT IN 41'-2 10 9z'TJI 230 PROVIDE BRIDGING ACCORDANCE w/ 201 5 IBC EXIT v I.. 92"TJI 230 F.J. I G" O.C. THROUGHOUT ENTIRE SECTION 101 1 .5 WITH A I O F.J @ 16" O.C. FLOOR SYSTEM, 8'-0" O.C.; MAXIMUM RISE OF 7" L O ... 3'TItG PLYWOOD SHEATHING MINIMUM TREAD DEPTH OF I I" I cm�l O ABOVE, GLUED SCREWED NDRAIL5 SHALL BE A MIN. OF 4" MAX. HEIGHT OF 38" p 0 CO U Y ALONG STAIR o III RUN A S ON I O 14. I > I r' 8'-4" 6-4" 4.. 14'-5" I u II I 3 2 DIAMETER STRUCTURAL ;• �-...� N I �.,. 5TEEL COLUMN BURIED IN 24"X 24"X 12" POURED U L' •� �- 92' LVL DROPPED GIRDE� �- 92" VL DROPPED GIRDER �' '� —CONCRETE FOOTING (TYP.) mi Lu CO III I BASEMENT CO w (Z T-4 /2" o U 8-0HEIGHT TO UNDERSIDE OF JOISTS p 66,8/ I a q , 92"TJI 230 `v I O ( �2 91"TJI 230 v a Q F.J. @ 16" O.C. O ... U p F.J. @ 16" O.C. �', J 2 LLJ �-, a 0 o N I I 4" POURED CO ET I I U o ° 1- I O SLAB ON COMPACT LL; N lo'a^ 10'-1 1" O I p R-1 9 INSULATION 1 1'-3" 10'-7" �',� °F J Q *% I TYPICAL ALL AREAS � O DOUBLE JOISTS UNDER I _ a PARALALL LEL(( YP. RL AREAS)UNNING4' I I ' � � •o'•° '.p.. .o. •I (h T"'V /STq W I 1�1 Z N PROVIDE BRIDGING UNNN15r1ED BASEMENT THROUGHOUT ENTIRE q � z`O FLOOR SYSTEM 8'-0" O.C. a O m 26475 .ft UNHABITABLE AREA 4"T$G PLYWOOD SHEATHING " � • ACCESSORY STORAGE USE Total Occu anc 26475.f.@ ABOVE, GLUED It SCREWED I p Y pl' -IN �! EXIT SIGN w/ EMERGENCY N I EXIT ILLUMINATION � AUDIBLE w/ DIRECTIONAL ARROWS U z „j 7'-4" I O. EMERGENCY LIGHT IL C� PORTABLE FIRE EXTINGUISHER 20-6" 16-6" 22'_6" F•E� IN ACCORDANCE w/ 2015 IFC J SECTIONS 90G.3. 1-90G.3.4 o ro "SD z ui CO SMOKE � CARBON DETECTORS ° U m 43'-0" FOUNDATION WALL LEGEND: CD (z� 8" POURED CONCRETE � } FOUNDATION WALL w• rip W 3 WITH P-4"X 8" FOOTING; 8'-0"WALL HEIGHT .� ,�°``AtM'P, '� i�vs, Vis. 23 FOUNDATION PLAN - - / ' � hw< � W 8" POURED CONCRETE '' �� n ��ffff C;' �ti � � ar;J'�, cn FOUNDATION WALL •�"� :ti-•.�f.,% SCALE 4" = I '-O" WITH 1'-4"X 8" FOOTING } = ; 7, 3'-0" BELOW GRADE PAGE: UNAUTHOR/ZED AL TER4 TION 09 ADD/TION TO TH/S DRA WING AND RELATED DOCUMENTS 15 A t//OLA TION OSP SEC 7209 OF THE N.Y.S. EDUCA TION LA W 4 ARCHITECTURAL ASPHALT C ROOFING WITH 15# FELT } APPROX. RIDGE HEIGHT OVER g" CDX PLYWOOD z •' WITH ICE $WEATHER SHIELD z @ PERIMETERS it VALLEYS 12 8 TRUSS ROOF FRAMING SYSTEM 51MP50N H7 CONNECTOR AND CEILING BY OTHERS. DESIGN, 5PECIFICATIO 12 N it INSTALL AS PER MANUFACTURER DRAWINGS 5IMP50N H7 CONNECTOR 4 1 — FASCIA, —FASCIA, 1'-0" SOFFITS WITH — — �t R-30 INSULATION FASCIA, I'-O" VENTED CEILING HEIGHT/RAFTER PLATE CONTINUOUS GROOVE VENT O L' • WITHIN BEADBOARD VINYL SOFFITS @ 6 Zx8 EZ _ Q D WINDOW HEADERS 3- 2"x 8" HEADER ABOVE; x PROVIDE C520 STRAPPING I G" O.C. ENTRY OFFICE 2- 7 4 LVL HEADER; HALL 2"X G"STUD FRAME @ I G" O.C. WRAP FINISH w/ I x AZEK 2"X 4" INTERIOR R-1 9 INSULATION WITHIN, I" RIGID #TREAT FOR ELEMENTS z q STUD PARTITIONS FOAM BOARD WITH g" PLYWOOD ENTRY SHEATHING ON EXTERIOR, HOUSE WRAP 10" SQUARE PERMACAST PORCH o * SIDING AS SELECTED; 8" GYPSUM COLUMN WITH RAISED PANEL m °' _ BOARD ON INTERIOR SIDE DETAIL AND CAP It BASE °� a— C r - t 2"X G" ACQ SILL PLATE II FLOOR HEIGHT OVER TERMITE SHIELD 3' PLYWOOD 5UBFLOOR .. .. .. OVER SILL SEAL; PROVIDE 51MP50N C520 R-30 INSULATION 92"TJI 230 F.J. @ I G" O. 4" POURED CONCRETE SLAB •. \ - W/ LPT4 CONNECTORS ON COMPACTED FILL WITH N r � GRADE W.W.M. G X G/ I O X 10 V J 3- 92" LVL DROPPED GIRDER GAUGE WIRE e DIAMETER ANCHOR BOLTS �r r W/7 MIN. DEPTH @ 48 O.C. BASEMENT GRADE ���T� W/MIN. 3"X3"x4 WASHER @ PLATE UNFIN15HED/ UNHABITABLE 3 2' DIAMETER STRUCTURAL ���UNEXCAVATED STEEL COLUMN BURIED IN 8" POURED CONCRETE FOUNDATION WALL m 24"X 24"X 12" POURED WITH P-4"X 8" FOOTING; `ry 8" POURED CONCRETE CONCRETE FOOTING 3'-0" BELOW GRADE FOUNDATION WALL W/ ST IRS BEYOND; P-4"X 8" d. FTG.; PROV. I" SEE FOUNDATION P 2- #4 REBAR IN FOOTING FOR DETAILS (TYPICAL ALL AREAS) BOTTOM U LANDING J "NOTE: CONCRETE SHALL BE �— •• •• •• PC = 3,500 PSI @ 28 DAYS FOOTING DEPTH PORCH SECTION w „ FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITHIN SCALE: 4" = 1 '-0" } BEARING CAPACITY OF 1 .5 TONS PER SQUARE FOOT Z � O z � o L BUILDING SECTION "All N N O SCALE: 4" = I '-0" wz zo J C LLJ q) CD O �► CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS °- U NOT TO SCALE O u' � O 4"0 ROOF VENT ROOF RAFTER WOOD J015T WOOD JOIST RAFTER 4 BLOCKING JOIST HANGER TOP PLATE GIRDERMEADER TOP PLATE —p WOOD GIRDER WOOD J015T WALL STUD ATT I C WALL STUD U J015T FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADEK TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION l ° M--•1 U F �1 U W F METAL HOLD- ^ x DOWN STRAP KING STUDS 38-1 Gd SINKER W a NAILS AS PER 3- 2"X4" WD STUD +"' J a WALL STUD IST. FLOOR WALL STUD —@ CORNER TYP. BATH I BATH 2 _ __ ——— ——_ BATH 2 v a O MANUFACTURER BOTTOM PLATE CRIPPLE STUD NAILED _ — _ SUB FLOOR PORTION 2"X4" SILL —_ _.— o IST. FLOOR PLATE r--� o J HEADER PLATE I I I 3n J o DOUBLE JOIST SUBFLOOR i I I Oa JACK STUDS RIM BOARD RIM JOIST TYP. Ti 1/4 �1 1/2 11 1/4 T1 1/2 Ti 1/4 �1 1/2 F.A..I• a DBL. SILL PLATE n DOUBLE SILL PLATE "" M LAV LAV LAV p-I ANCHOR BOLT (I) #4 REBAR IN o FOUNDATIOto N WALL SHEAR CONE-MIN. z DOUBLE JOIST FOR NON-BEARING WALLS 12" LENGTH a TYPICAL HEADER CONNECTION 30" MIN. FOUNDATION REBAR LENGTH WALL TYP. FIRST FLOOR 1/2" MIN. SILL GASKET PROVIDE 1/2" SPACING IST. FLOORTO FOUNDATION CONNECTIONS FROM CORNER T11 3 1 1/4 3 1 1/4 3 � ® BETWEEN THE END STUD C. ' TERMITE SHIELD AND THE 2 OTHER STUDS 4 FOR ALLOWINGL METAL HOLD-DOWN/ UPLIFT ANCHOR 4 — TO SUFFOLK COUNTY U DBL. SILL PLATES HOLDDOWN INSTALLATION CONNECT CORNER STUD z ® DEPT. OF HEALTH TO TRANSFER SHEAR TYP.WALL FRAME-REPER (TO OVERLAP JOINTS) FASTEN WITH (2) I Gd TO SECTION DETAILS SERVICES APPROVED FOUNDATION WALL ' COMMON NAIL5 @ G" O.C. NEW WINDOW TYP. 4"C.I. SEPTIC LINE. z REFER TO PLANS FOR TRAP J TYPE AND 51ZE 51DEWALL ENDWALL IX3 MIN.PRE-PRIMED T) TRIM AROUND EXTERIOR OF WINDOW TYP. BASEMENT O SILL PLATES TO FOUNDATION ANCHORING SHEAR WALL CORNER CONNECTION 14 U m TYPICAL z . WIND RESISTANT CONSTRUCTION CONNECTORS 21/2"NO. IS WD5CREW5 PLUMBING RISER DIAGRAM 0 } TYP.AT I G"O.C.MAX.3" Lu CONNECTION LOCATION: PARD NUMBER: NOTES: FROM END TYP. NOT TO SCALE W 3 D z RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS 112'PRECUT STRUCTURAL SLOPE" 1/4" PER FOOT PITCH TO DRAIN , 4 r;� ;° r RAFTER-TO-WALL H7 APPLY TO EACH RAFTER PLYWOOD WINDOW PANEL -�. i'�j✓ Lu� APPLY TO EACH RAFTER FOR ALL WINDOWS ATYP.ND M, ,c C AND GLA55 DOORS. RAFTER-TO-PLATE H:8 or H2.5 C) PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD 3Tpp;� 'p z CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR S5TB I G APPLY TO EACH 51DEWALL END PAGE: 15T. FLOOR-UNDER-SILL PLATE LPT4 WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) U5E THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. GLAZING PROTECTION DETAIL FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. UNA UT/-/OR/ZED AL TERA TION OR ADDIFION TO TH15 DFA W/N6 AND RELA TED DOCVMENTS 15 A VIOLA TION OF 5L5C. 7200 OF 7Hf N.Y.S. EDUCA TION LA W 5 GENERAL NOTE5: 2015 IBC, 2017 NY5 SUPPLEMENTAL 2015 IBC, 2017 NY5 SUPPLEMENTAL DZ • The Information on this set of construction documents is to relate basic design FRAMING NOTES: SECTION 2306 Table 1 607. 1 'c Intent and framing details. They are Intended as a construction aid, not as a ALLOWABLE STRESS DESIGN substitute for generally accepted good building practice and are in compliance with Minimum Uniformly Distributed Live Loads Minimum Concnetrated Loads a the 201 5 International Building Code w/ 201 7 Uniform Supplemental to New York State. • ALL LUMBER - SAWN, ENGINEERED, SHEATHING, STRAPPING, ETC. 2305.9 Allowable stress design.. z The design and construction of wood elefTients in struictures using a>trourable gess design shall to in accordance with the following applicable standards: UNIFORM CONCENTRATED The general contractor Is responsible for providing standard construction details and TO BE IN ACCORDANCE w/ 20 15 IBC SECTION 2303 MINIMUM procedures to ensure a professionally firnshed, structurally sound and weatherproof OCCUPANCY OR USE CC completed product. STANDARDS � QUALITY American Wood Council. CPsfl (pounds} p p 2.Access floor systems NDS National Design Specification for • General contractor to coordinate all subcontractors, scheduling of work and • All wall lumber Is to be Douglas Fir #2 or better at I G" on center Wood,Construction Office use 5(} 2000 Interaction between trades. SQPltltS Special!Design Provisions.for'v'�rind computer use 10(} 2000 • All wood framingIn contact with concrete or mason Is to be ressure treated. rY i' .and S�.^ismic Balite as • The contractor Is responsible for ensuring that all work and construction meets 'ACQ' des) nation refers to current arsenic-free treated wood standards and shall take the h o g 5. l3atcanies and deel4s _ N or exceeds current federal, state and local codes, ordinances and regulations, etc. place of 'CCA' served American Institute of Timber Construction. occupancy These codes are to be considered as part of the specifications for this building plan. AITC 104 Typtcail construction €seta€hs � 'q- 8,Corridors • All floor TJI's are to be installed In accordance with the manufacturer's specifications ATC 110 Standard Appearance Grades for Structural w • If in the course of construction, a condition exists which disagrees with that as First fliaiar Indicated on these drawings, the contractor shall stop work and notify the engineer and shall include squash blocking web stiffeners at bearing points on girders and other load Glued Laminated Timber 100 0 Immediately. Should he fail to follow this procedure and continue work, bearing areas AITC 113 Standard for Dimensions of Structural Other floor Same as he shall assume all responsiblllty and liability arising therefrom. Glued Laminated Timber occupancy • 5tructural Steel ASTM A3G - FY = 3G KSI ATTC 117 Standard Specifications for Structural served • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. Glued Laminated Timber of Soft4#rood except as W • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated SpFcles indicated �. FOUNDATION NOTES: connectors, straps, etc. on these drawings are my by Simpson unless otherwise indicated. 15_ Handrails,guards and gran bars See Section 1607.8 O All connectors, straps, etc. are to be nailed/bolted In accordance with the manufacturer's RITC 119i GluStandardLa mated Timbationser o Structural =_ -- - • General contractor to review lans, elevations and details to determine Glued Laminated Timber of Hardwood 22 Office buildings z C p speciflcatnons. Intended heights of finished floor above typical grade. Species Corridors above first floor 80 2,010{} • All floor sheathin is to be 3" AC type plywood, tongue groove and shall be glued ANSIIATTC X4100.1 Structural Glued Laminated Timber 9 4 Yp p Y 9 9 9 File and computer roorrts shall be • Footings shall bear on undisturbed soil within bearing capacity of 1 .5 tons/sci.ft. and screwed to the floor joists (G" o.c. edges t 12" o.c. field) or as noted on floor plans ArrC 200 tnspecltion Manual designed for heavier loads based - - American Socia of Agricultural and Biological on anticipated occupancyv � • Concrete shall be FC = 3,500 PSI @ 28 da s sections. 9 g Ra Y Engineers. Lobbies and first-floor corridors loll 2,001? 1 11 � � • Concrete on 4" sand or gravel fell minimum, with GxG - 10/I 0 welded were mesh • Solid blocking Is to be Installed every 8'-0" max. or mid span of all floor Joists with ASABE EP 484.2 Diaphragm Design of tV9e=tail clad, Dost 4ffices� � 2 000 reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor spans exceeding 8'-0". Blocking Is to be installed at all point load bearing points. -Frain a Rectangular Buildings 26.Roofs barrier. Welded wire mesh Is to be placed in the top third of the slab and Is to be ASABE EP 486.2 Shall=Post Foundation Design adequately supported by precast concrete bar supports to assure that the reinforcement • Install double Joists under all partitions running parallel ASABE 559-1 Design Requirements and Bending All roof surfaces subject to maintenance workers 3410 Is held In position during concrete placement and finishing. • All exterior wall headers to be 2- LVL's as Indicated on floor plans � sections and Propetrties for Llechanl"cally Laminated Awnings and canopies- Columns • Isolation oints are to be Installed between the slab and the walls. Use reformed all Interior headers are to be- 2- 2" x 8" unless otherwise noted. All headers exceeding J p APA-The Engineered Wood Association. Fabric construction supported by a 5 U joint filler that Is to be cut 112" below the slab surface and the resulting Joint Is to be- filled 5'-0" shall have a double Jack stud with a single king stud � on exterior walls provide double s -' keleton structure Nontreducib[e -' with an elastomerlc Joint sealant. sill plate (typical). Panel Design Specification All other construction,except one w 4-, Piyvt+ood Design Specification Supplement 1- 2{) and two-family dwellings • General contractor to Install cop-r-tax ( or copper) sheet metal termite sheilds • Exterior flashing Is to be adequately Installed at all connections between roofs, walls, Design&Fabrication of Plywood Curved Panel chimne s ro ections and enetrations as re aired b approved construction ractices. Ordinary flat,pitched•and curved 3 m between all wood surfaces that are ex osed to concrete or mason surfaces. chimney5, P P q y pp P Plyw�Design Specification Supplement 2- 20 ir p �' roofs(that are not occupiable) z 4-3 �n Design&f=abrication of Glued PhfArood-lumber Beairns Oz FLOOR PLAN NOTES: o L wo :xcavation Dampproof exterior of foundation wall with a bituminous coating; Foundation Plywood Design Specification Supplement 3- Primary roof members exposed to a LL- �is not to be backfilled prior to the Installation of the floor framing. Design&Fabrication of Plywood Stressed-skin Panlels �floorIL/ O ; o • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS PtySingle panel point of lowrerchord of N NPlywood Design Specification Supplement 4- � � � O PLUMBING � HVAC NOTES: Design&Fabrication of Plywood Sandwich Panels roof trusses or any point along • All gypsum board materials and accessories to be In accordance w/ IBC Chapter 25 Mprimary structural members �rood Design Specification Supplement 5- supporting roofs over manufacturing, 2°000 • All plumbing work shall be done by a duly licensed plumber and must conform and adhere 5 Design&�Fabrication OTAll-plywood Beams storageming warehouses,anis to all IBC � New York State building codes � safety requirements. • All Interior walls to be covered with 3 gypsum board with metal corner reinforcing. All drywall products, Including gypsum board, screw, joint compound, tapes 4 trim shall be U.S. EWS T300, Glu€asmConnection Details repair garages G sum Cc, or roved e ual. All oints shall receive 3 coats of joint treatment. Sand final EWS SSfii Field Nlotchin and t�riliin of Gilled All other primary roof members 300 1 � • If wall plates or JOlsts are cut during the installation of plumbing fixtures or equipment Yp PP q g g w z contractor must provide appropriate bracing to tie framing back together. coat to a uniform smooth surface. All walls and ceilings to be taped and spackled, 3 coats, Laminated Timber Beams, Occuptable roots: z C) ready for paint. EWS 5475 GluN Laminated Beam Design Tables Roof gardens 1100 LU D W • Mechanical subcontractor is responsible for adhering to all applicable codes and EWS X450 Gfulami in Residential Construction Assembly areas loom (� � safet ulrements. Insulation ratings and Installation locations as indicated on floor plans * sections 0 w Y re q EWS,X440 Product and Application Guide". Giuilarn All other similar areas Note 1 Platte't p-- U • HVAC subcontractor to fully coordinate system data 4 requirements with the • Provide 2 layers of 8" fire rated gypsum board on all engineered lumber as required EWS 8540 BuildersTtps_ Proper Storage and Handling 30_Stairs and exits, � � LL- 0 supplier and to provide final system Ilayout drawing and submit It to general contractor, by manufacturer specifications Of Gltti m B,val One.-and taro-family dwellings 40 3olof owner and equipment supplier for final review * approval. Muss Plate institute,Inc. All other 300f300f1BQ • All bath area walls and ceilings adjacent to wet areas to have water resistant TPI 1 National Design Standard for laletal ELECTRICAL NOTES: drywall, and provide cement board for all areas set to receive tile. Plate Connected Wood Truss Construction Forst 1 Inch=25.4 mm,1 square inch=645.16 me, 1 squa re foot-C.0929 nr2, • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include 2305.7.1 ,Joists and ratters. Ipound per square foot=0.047`3MO,Ipound=o.aa4a4aknr, Installation of fixtures t specifications as Indicated on plans. Light fixtures to be supplied by The design of rafferspans is permitted to be ill aiccordance with the AVVrC ST.1R_ 1 pound per cable taut=16 kghrrs. owner and installed b contractor. GFI outlets required at bathrooms and exterior areas. Install 230G.1.2 Plank and beam flooring. y q a. Floors in garages or cwrtiorts of bui"bings used for the storage of motor vehicles shall be designed for the uniformly distributed"live leads of this Table or the following concentrated bads:(1)for all outlets as per code. All work Is to be done In strict accordance with the New York State Code The design of plank and team Fooring is permitted to to In accordance with the AWC Kbod Construction Data.No. 4_ garages restricted to passenger vehicles accommodating not more than nine passengers,3,OOD pounds acting on an area of4112 inches by 4112 inches;(2)for mechanical parking structures without ❑ slab or deck that are used far storm g passenger vehicles only,2,250 pounds per wheel. by a licensed electrician. All new switches $ outlets to be Levltion, standard, supplied � Installed 2306.7.3 Treated+�v+cad stress adjustments. b. The inkling applies to stack roam floors that support rwmaVle,doltible-faced Crary book stacks,a tsjeet to the following limitations: by contractor. Contractor to do all hook-ups as required for equipment as per manufacturer specs. The allowable unit stresses for preservative-gated wood need no adjustment for treatment,but are subject to other adjustments. 1. The nominal book stack unit height shal not exceed 90 inches; U 2_ The nominal shelf depthshall not exceed 12 inches for each face.;and The allowable unit stresses for fire-relardar-t heated wood, including fastener values., shall be developed from an approved method of investigation � o 3_ Parallel rows of double-faced bock stacks shal be separated by aisles not less than 36 itches.wide. 0 that considers the effects of anticipated temperature and humidity to which the r1re-retardant-freaited word will be subjected, the type of treatment andc. Qesgn it aceoraance wdh�c 304_ � � the redtying process_Other adjustments are applicable except that the impact load duration shalt not apply. d. Other uniform bads in accordance with an approved method containing provisions fortruek landings shat be considered where appropriate. � F e. The concentrated wheel ipad shalt be applied on an area of 4.5 inches by 4.5 Inches. (D a C) ALLaIVABLE 1EF'1fGT'DM OF 5TKUCTU?AL MEMS MN5 t The minimum concentrated load on stai treads shall he applied on an area of 2 inches by 2 inches.This load need not be assumed toad concurrently with the uniform load. e X TABLE 2304.6.7 L a STRUCTURAL M ALLOWABLE DEFLIMT]ON g. Where snow bads occur that are in excess of the design conditions,the structure shat)be designed to support the'bads due to the increased inads caused try drift buildup or a greater snow c" MAXIMUM NOMINAL DESIGN WIND'SPEED, 11J,�adr PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND design determined by the buidrng official(sae section 1808). `� �a Rsfter�t4s� > ar<rest'r L/I 80 () @J P'R E S SU RE Sar be c h See Section 1604.8.3 for decks attached to exterior walls. 0 a `3�i va`°tta trot F'nr, E`=t s i Uninhabitable attics withoutstorage,are those where the maximum clear height between The joists and rafters is less than 42 inches,-or where there are not two or mare,ascent trusses with .1-J p_' .9VOLI i t4o rskeE� web configurations capable of accommodating an assume-d rectangle 42 inches in height by 24 inches in width,or greater,within the plane of the trusses.This lire lead need not be assumed to act �� MiNIMUM MiNiMUM PANEL NAIL MAXIMUM NOMINAL concurrently with any other live load requirements. � F Rad Tru!x5 'c CO MiNIMUM NAIL MAXIMUM U W a WOOD NOMINAL .SPACING DESIGN WIND SPEED, Vasd d(MPH) 1. Uninhabitable attics with storage are those where the maximum clear height between the joists and ratters s 42 inches or greater,or where theire are two or more adjacent trusses with web �,.i a_ lnatkimnor walla 4 Htl 80 STRUCTURAL PANEL WALL STUD configurations capable of accommodating an assumed rectangle 42 itches in height by 24 itches in width,or greater,within the plane of the trusses. Penetration SPAG`IIdG Edges Field Wind exposure category The five toad need only beappr�ttoth�nseportionsofttministsortrussbottomchordswherebothofthefolowingcondiitionsaremet PANEL SPAN THICKNESS 9 r All cigar atru;ursl m--Ari.-,are t4.4f7 S1Z2 Inches 1. The attic area Is accessible from an opening not less than 20 inches_in width by 30 itches in length that Is located where tate clear height in the attic Is a minimum of aft inches;and � Z N {inches} (inches) cinches�o.t:.) (inches o.c_) B t~ D o RATING (inches) lit. The slopes of joists or truss bottom chords are no greater than two units vertical In 12 units harizontal. x� EA.-rsar wsllcwntlt eb_r ar 11 Go I.- 3/3 -� S The remaining porfbns of the joists or truss bottom chords shah be designed far a uniformly distributed concurrent ttire load of not less than:)D pounds per square foot. whio�,{.;�1� 24110 is to 6 l.2 118 90 85 � a 6d colt mon 1` Attic spaces served by stairways other than the pull-down type shall be designed to support the m nuom live specitrod for habitable attics and sleeong rooms fxbermr wrs%l -vnrJ twz6 wrr h L12 "x j� 1.5 T 12 110 100 10 1 Areas of occupiable roofs,other than roof gardens and assembly areas,shall be designed for appropriate loaft as approved by the building of�Ficiiat Unoccupied landscaped areas of roofs shall Imttl._ � ft" 5 (2.0 0.113 2QI1fo r16 16 6 6 1.50 125 110 be designed in accordance with section 1907.12.3 l=af;--rjo•ws<lle-weitt4 1=&6 wrrEN U120 2f} m. Live load reduction is not perndted unless specific exceptions of Sedbn 1W7.10 appty fteis .feu A- �� 13ta 110 1135 lite= 16 6 L= 5MM LEMTH. 11 =5FAM 'HMHT 8d common 6 150 125 llQ U X fl_131 A. -rhe w�I shBfI a pernnitted tobe�takenes C.7tirrre the 2.5" " 1.75 2dl lS ft6 z ( } 12 110 90 85 cornpeknent and c1 r>gp tors bir the purpose oli'determ.niTu Mort 24 6 � li its h�irt- fit 110 9(1 85 z For St 1 inch-25.4 mm,1 mile per boar=0.44T mss. J a. Panel strength axis shall tie parallel or perpendicubr to supports.Three-ph,'phrwcod sheathing with:studs spaced more than 16 inches on center shat applied wffh panel strength axis � CLIMATIC AND GEOGRAPHIC DE51GN CRiTERIA (!� ro perpendicular to support-- z cin GROUND SNOW LOAD 30 lbs b The table is based on wind pressures acting toward and away from budding surfaces in accordance with Section 30.7 of ASCE T_Lateral requirements shell be In accordance with Section O r BASIC WIND SPEED 130 mph 2365 or230& Exposure Cal;--jCry B C. Wood structural panels with span ratings of walk-16 or wrap-74 shat°be permitted as an atternativa to paneh with a 2AT spsn rating_'134,% oud siding rated 16 on center or 24 on center shat z � be permitted as an alternative to panel%with a 24.116 span rating Wall-iia and plywood siding 16 on reenter shall he used with studs spocet a maximum of 16 inchess on center. SEISMIC DE51GN CATEGORY B WEATHERING SEVERE d. 1fr shalltae determined le accordance with Section 16119.3.1. 1S } FROST LINE DEPTH TERMITE MODERATE TO HEAVY z ICE AMER REQUIRED YES 11J j ow 01-- Iq PAGE: UNAUTH091ZED AL TERA TION OR AMMON TO TH15 DRA WING AND RELATED DOCUMENTS 15 A VIOLA TION OF SFC. 7200 OF RYLI N.Y.S. EDUCA TION LA W 2015 IBC w/ 2017 NY5 SUPPLEMENTAL TABLE 2304 . 10. 1 2304.10.2 Sheathing fasteners. LL FASTENING SCHEDULE Sheathing nails or other approved sheathing connectors shall be driven so that their head or crown is Rush With the su dace of the sheathing. c 2304.10.3 Joist hangers and framing anchors. C DESCRiPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 20. 1" x 6'sheathing to each bearing 2-8d common (2112" x 01.131");or Face nail; Connections depending on joist changers or framing anchors, ties and other mechanical fastenings not otherwise covered are permitted where z Roof 2-101d box(3"x 01.'128") approved. The vertical load-bearing capacity, torsionar moment capacity and deflection characteristics of joist hangers shall be determined in } � 3-8d common (2112" x 03.1318):or 21. 1"x 81 and lArider sheathing to each bearing 3-8d common (2112" x (1.131"); or Face nail accordance with ASTM ,37147_ 1. Blocking between ceiling joists, rafters or trusses 3-1Od box(3" x tt_128');or 3-Mild box(3"x 0.128*) 2304.10.4 Othe r fa stene rs. Each end, toenail to top plate or other framing below 3-3"x 03.131"nails;or Floor Clips, staples, glues and other approved methods of fastening are permitted Where approved. 3-3"14 gage staples,71ie crown 3-8d common (21/2" x 0.131");or floor 2304.90.5 Fasteners and Connectors in contact with preservative-treated and fire-retardant-treated wood. � 2-8d common (2112"x 0.131") 3-107d box(3"x 0."128");or Fasteners, including nuts and washers.and connectors in contact with preservative-treated and fire-retardant-treated wocodshall be in accordance with C 22_Joist to sill, top plate,or girder Toenail 2-3"x 01.131" nails Each end,toenail 3-3" x 0X_131" nails: or Sections 2304.103.5.1 through 23014.10.5.4_The coating weights for zinc-coated fasteners shall be in accordance with ASTM A153_ � Blocking between rafters or truss not at the wall 2-3"14 gage staples 3-3"14 gage staples,7116"crown 2304.10.5.1 Fasteners and connectors for preservative treated wood. � top plate,to rafter or truss 2-16 d common (3112" x 03.162") Ed common (21/28 x 0_131"); �Gr Fasteners, including nuts and washers, in contact with preservative-treated wood shall be of hot-dipped zinc-coated galvanized steel, stainless � 3-3"x 01.131" nails End nail 23_ Riot joist, band joist,or blocking to top plate,'Sill or 10d box(3"x 0.128"); or R octoenail ,. . steel, silicon bronze or Copper. Fasteners other than nails, timber rivets, wood screws and rag screws shall be permitted to be of mechanically o 3-31114 gage staples other framing below 3" x01.131" hairs; or 6 deposited zinc-coated steel with coating weights in accordance with ASTM B695, Class .55 mini'murrl_ Connectors that are used in exterior 16d common(3112"x 0)_162.")i@ 6"o_c_ 3" 14 gage staples, 7/i�"crown r) and in contact With preservative-treated nucid shall have coating types and freights in accordance with the treated wood or connector Flat blocking to truss and web filler 311 k 01.139" nails @ 68 O.C. Face nail "24. 18,� &8 subfloor or Fess to each joist 2-8d common (211 x 0.131")r or Face naiC manufacturer's recommendations. in the absence of manufacturers recommendations, a minimum of ASTM A653, Type G165 zinc-coated W 3"X:14 gage stapes @ 6"'o.c 2-10d box(3 0).128") galvanized steel,or equivalent, shall be used. � 3-8d common (21128 x 03.13111);or 25. 2"subfloor to forst or girder 2-16d common (3112"x 01.162") Face nail Exception: Plain carbon steel fasteners, including nuts and washers, in SBYJ©GT and zinc borate preservative-treated wood in an interior, dry Q 3_10d box(3"x 0.1281;or Each "joist,toenall 26. 2." lanky lank&Darn-floor& roof) 2-16d common 311 " x 01.162"i Each Marin face nail environment shaft be permitted. Z c 2.Ceiling joists to top plate p (G' ( 9, _ 3-3" x0.131"nails;or 2304.90.5.2 Fastenings for wood foundations. 3-3" 14 gage staples,7/ "crown " " 32"o_c.,face Waif at top and bottom - 9 g P 1s 2411 common (4 X01.192 } staggered on opposite'sides Fastenings, including nuts and Washers, for Woad foundations shall be as required in AWC RVE 3-1 6d common (3112" x01.162"); or 2304.10.5.3 Fasteners for wood used in exterior a lications or wet or dam locations. 3_Ceiling joist not attached to parallel rafter, 101 box(3" x 0°_128"); or Pf� F W 4-103d box(3" x 0)_'128");or 24"o_c_face nail at top and bottom F laps over partitions(no thrust) Face nail 3" x 0).131" nails;or Fasteners, including nuts and washers, for fire-retardant-treated brood used in exterior applications or wet or damp locations shall be of hot- > Q 4--3"x 41.131"nails; or " 7 " staggered on opposite sides r U (see Section 2303 .7.3.1"Table 2308.7.3.1) z " 3 14 gage staples, 7/ie crovwi dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper: Fasteners other than nails, timber rivets, wood screws and lag C) 4-3"14 gage stapes, /16 crown 27. Built-up girders and l ones,2" lumber layers screws shall be p=ermitted to be of mechanicafly deposited zinc-coated steel with coating weights in accordance With ASTER B605, Class 551 11 4_Ceiling joist attached to parallel rafter(heel joint) And: Per,Table 23018.7.3.1 Face nail 2-2011 common (4" x(1.192°);;or minimum- (see inimum(see Section 2305.7.3.1"Table 23018.7.3.1) 3-104 box(3"x 01.128"`); or Ends and at each splice,face nail 2304.10.5.4 Fasteners for fire-retardant-treated wood used in interior applications. 3-103d common (3" x€1.148");or 3-3" x 0.131"nails;or Fasteners, including nuts and washers, for fire-retardant-treated wood used in interior locations shall be in accordance with the manufacturer's 5. Collar tie to rafter -10d box(3"k 0.128"'):or Face nail 3-3° 14 gage staples,7/16r cr'oliin recommendations_ In the absence of manufacturer's recommendations, Section 23,04.10.5.3 shall apply, 4-3"x 03.131" nails;or �l-3"14 gage staples,7/16"clown J 3-16d c=ommon (31.12"x 0-162");or 2304.10.6 Lead path. i 4-10d box(3" x 0_'1288*);or Where wall framing members are not continuous from the foundation sill` to the roof, the members shall be secured to ensure a continuous load path. 3-10)common (3"x 01_"148"); or 28. Ledger strip supporting joists or rafters " " Each joist or rafter, face nail t4-3 x 0_'1311 nails;or Where required, sheet 'metal clamps, ties+ or clips shall be farmed of galvanized steel or other approved corrosion-resistant material not less titan � 3-16td box(31/711 x+0.135"); or " ? " r� 6_ Rafter or roof miss to tap plate " " 4-3 14 gage staples, 116 crD1,vn 0)_01320-inch (01.836 mm)base metal thickness_ E- o (See Section 23018.7.5,Table 23418.7.5) 4-ltld box(3 a 01.128 ),or Toenail 3-16d common 31,1 " x 0.162w),-or � � 3 �? r-3 x03.131 Waifs; or ( 2 2304.10.7 Framing requirements. .4-3" 14 gage staples, 7116 crown 29.Joist to band joist or rima joist d-10d box(38 x 11_12$"): or End nail Wood columns and posts shall to framed to provide full end bearing_ Alternatively, column-and-post end connections shall be designed to resist the full 0 A-�Y X 0.131"nails;or �- L Ln 2-161 common (311:2'x 0.i6Z"}; or 7 " compressive loads, neglecting end-bearing capacity_Cofumn-and-post end connections shaIf be fastened to resist lateral and net induced uprift farces_ LL_ LL_ °� �r X1-3"14 gage staples, 116 crown O O �, o 3-10d box(3"x 01.128");or End mail 1 2303.11 Heavy timber construction. N N0 3-3"_x 01.131"nails;or 2-8d common (2 12"x 01.931")_,or co c0 6- o 2-1t3d box(3" x 0.12$"); or Where a structure or portion thereof is required to be of Type IV construction by other provisions of this cede, the building elements therein shall comply With 3-3" 14 gage staF ,7116"crown; or 30_ Bridging or blocking to joist, rafter ortruss Each end, toenail the applicable provisions of Sections 2304.11.1 through 2304.11.5_ 7. Roof rafters to ridge varey or hip rafters;or roof 2-3"x 01.131"nails; or rafter to 24nch ridge beam 3-101d common (3112"x 0}_14$");or 2-3"14 gage staples, 7116"`crrrown 2304.11.1 Columns. 3-1�d box(3112"x 0.135");or I a Columns shall be continuous or superimposed throughout all stories by means of reinforced concrete or metal caps with brackets, or shall be connected 4_101d box(3"x 01_128"); or Toenail Wood structural panels-(WSP),subfloor, roof and interior wail sheathing Ito framing and particleboard wall sheathing to framing U 4,31 x 03.131"Walls;or Edges in#errnediate supports by properly designed steel or iron caps,with piw ntfes and base plates, or by timber splice plates affixed to the columns by metal connectors.housed within LU Z - 4-3"14 gage staples, 711011 crown (inches) (inches) the contact faces, or by other approved methods. z IlUatl 2 2304.11.1.1 Column connections. � 6d common or deformed (2' > ( 03113")(subfiaor and wall) 6 12 q) CD Girders and beams shall be closely fitted around columns and adjoining ends shall be cross tied to each other, or intertled by caps or ties, to Q to 16d common(3112"x 0_162"); 24"o_c_ face nail 8d box or deformed (2112" x rD.113") (roof) 6 12: transfer horizontal loads across joints_ Woad bolsters shall not be placed on tops of columns unless the columns support roof loads only. o-- U 101d box'(3"x 01.128"), or 231 " x 0.113" trail(subfloor and Wall) 6 12 ry LL 8.Stud to stud (not at braced wall parsers) 2304.11.2 Floor framing. � 0 3"x 01.131" nails; or 16"o_c.face nair 31.616"-1/2" 1314" 16 gage staple,7116" cro+vn 4 8 Approved wall plate boxes or hangers shall to provided where wood beams,girders or trusses rest on mason ry or concrete mrafis.Where intermediate 3-3"14 gage staples,7116"crown subfloor and wale beams are used to support( ) a floor; they shaft rest an top of girders, or shall be supported by ledgers or blocks securely fastened to the sides of the 16d common(3412" x 01.16zy or 16"o_c_face nail2 18" x 0.113"nail(roof) 4 $ girders, or they shall be supported by an approved metal hander into which the ends of the beards shall be closely fitted_. 9.Stud to stud.and abutting studs at intersecting wail 16d box(3112"x 41.135");or 12"o_c_face naif 1314" 16 gage staple,7116" crown (roof) 3 6 2304..11.3 Roof framing. comers(at braced wall panels) 3"x 0)_131" nails;or 12"o_c_face Wait 8d common (2112"' x 01.'131 R . or Every roof girder and at least every alternate roof beam shalf be anchored to its supporting member; and every monitor and every' sawtooth ), 3-3" 14 gage staples,7/16"crown +6d deformed (2" x 0.113") 6 12 construction shall be anchored to the main roof construction. Such anchors shall consist of steel or iron bolts of sufficient strength to resist vertical uplift 16d common(3112" x 01(.162"); or 16"o_c_each edge,face nail 32. 1913"-: /4w of the roof. 231s-x01.113"mail, or LJ103. Buff-up header(28 to 211 header) 4 8 23034.19.4 Floor decks. 161 box(3112"x 01.135") 12"o_c_each edge,face nail 2816 gage Staple, 7116"crcl+vin Floor decks and covering shall not extend closer than 112 inch (12.7 mm)to walls_ Such 1/,-inch (12.7 mm) spaces shall be covered by a molding 4-8d common(2112"x 03.131");or 1 " 10d common (3" x 01.148");or fastened to the Wall either above or below the floor and arranged such that the molding uvlll not obstruct the expansion or contraction movements of the 11.Continuous header to stud 4-1011 box 3"x01.128" Toenail 33.718-- 1 /4 Ed deformed 21/2" x 0.13x18, 6 12 9 9 P 2 ( ) ( f floor. Corbeling of masonry walls under floors is permitted in place of such mording_ � o 16d common(3112" x 0.162"); or 16"o_c.face nair Other exterior wall sheathing 23014.19.5 Roof decks. UJ 10d box(3"x 0l_�128")- or 1112"galvanized roofing nail Where supported b ,a wall, roof decks shall be anchored to laralls to resist uplift forces determined in accordance With Chapter 16.Such anchors shaft _ 12_Top plate to top plate per ' R p a 3"x 0.131" nails;or 12"o_c.face noir 34. 1&fiberboard sheathingb 016"head diameter);or 3 6 consist of steel or iron bolts of sufficient strength to resist vertical uplift of the roof-0 Q 3"14 a e sta les,7/ "crown 1114" 16 gage staple with 7116;"or'l"cr own r�-► J Q 2304.92 Protection against decay and termites. 8-16d common (3112"x[3.162");or 1314"galvanized roofing Trail U o Each side of end joint,face nail Vilood shall be protected from decay and termites in accordance With the applicable provisions of Sections 2304.12.1 through 2304.12.7. 12-�f01d box(3" x03.1288);or 35 25t32'fiberboard sheathing (7116"diameter head); or 3 ;i--' j 13.Top plate to top plate,at end,joints `" " (minimum 247 lap splice length t " 7 " " ^' ~ 12-3 x 0.131 nails;or 1 ! 16 gage staple with 1 or 1 crown 230)4.12.1 Locations requiring water-borne preservatives or naturally durable wood- .� �o 7 " each side of end joint) U o a- 12-3" 14 gage staples, /16 crown Wood structural panels,combination subfloor underlayment to framing Wood used above ground in the locations specified in Sections 2304.12.1.1 through 2304.12.1.5, 23014.12.3 and 23034.12.5 sharl be, naturally durable �-± d- 1 " " " wood or reservaffm-treated woad using water-bone preservatives, in accordance with Al' PA U1 for abov round use. 161 common(3 ! x[3.162 ); or 1Fr o_c_face nail 3 " 8d common (2112" x 0.131")- or P 9 p Z 14. Bottom plate to foist, rim joist,.band joist or blocking %d,bt3x(31/28 k 0.135"):or 3fi. !� and 6 12 ,id deformed (2" x01.113") 2304.12.1.1 Joists,girders and subfloor. (not at braced Wall,panels) 3"x 0.131" nags:or 12"o_c_face nail 8d common (2 11," . Wooed joists or Wood structural floors that are closer than 18 inches (457 mm) or wood girders that are closer,than 12 inches (3x05 mm) to the x01.131R); or 3"14 gage staples,7116"crown 37.7!6"-1" 8d deformed (2112".01.131")i 6 12 exposed ground in crawl spaces or unexcavated areas located within the perimeter of the building foundation shall be of naturally durable or 2-16d common (3112"x 0.162");orpreservative-treated hood. 101 common (3" x01.148");or 15. Bottom plate to dist, rim joist, band joist or blocking 3-161 box(31/2"x 0.1351;or 38.16'o_c.face nail 8d 4" 8d deformed (2112" x 0)_13^,"1i 6 12 2304.12.9.2 Wood supported try exterior foundation walls. at braced wall panels 4-3"x 0.131"nails;or Wood framing members, including wood sheathing, that are in contact With exterior foundation %'alis and are less than 8 inches (203 mm)from 4-3"14 gage staples,7/16'crown Panel siding to fralniing exposed earth shall be of naturally durable or preservative-treated wood_ z 4-8d common (2112"x(1.131");or 6d corrosion-resfstant siding 33. 112"or less (171,8"x 41.106"); or 6 12 2304.12.1.3 Exterior walls below'grade. z 4-3"x box(3"x 01.128");or Toenail " R Wood framing members and furring strips in direct contact with the interior of exterior masonry* or concrete walls below grade shall be of naturally +6d corrosion-resistant casing(2 x0)_0793 ) I- 4�"x 01.131"'naffs; or J durable or,preservative-treated hood. Ln .4-3"14 gage staples,71t6"crown: or 8d corrosion-resistant siding 16_Stud to top or bottom plate1 " " (2x18"x01.128"); or, 2304.92.1.4 Sleepers.and sills. z Ln 2-16d common (3 12 x 0.162");or 407. 51e 6 12 3-10d box(3"x 0.128"):or 8d corrosion-resistant casing Sleepers and sirls on a concrete or masonry slab that is in direct contact with earth shall be of naturally durable orpreservattve-treated wood. 0 m 3-3" x 13.131"nails; or End nail (2112" x 0.1138) 2304.12.1.5 Wood siding. z `� 3-3" 14 gage staples,7116"crown Interior paneling Clearance between wood siding and earth on the exterior of a building shall not be less than 6 inches (152 mm) or less than 2 inches (51 trim) � Y 1 " " 1 " " vertical from concrete steps, porch slabs, patio slabs.and similar horizontal surfaces exposed to the weather except where siding, sheathing and w 3 2-16d common (3 12 x 0}_162 ),or .4d casing (1 1, x 03.0180 ); or z 3-101d box(3"x 0}_128")-or 41. 114" 4d finish (11/2" x 01-072") 6 12 wall framing are of natu rally'durable or preseNaUve-treated wood. � 17.Top or bottom plate to stud End nail CZ 3-3"x 0.131"nails;or " " 318" 6d casing (2"x 0.093"),or 57 �'Z �1 0 3-3 14 gage staples, 116 crown 42. 6 12 "., ti:; ,k 6cd finish (Panel supports at 24 inches) r'`` � 2-161 common (3012"x0}_162");or p 3-1ir}d box(3"x 0.12$");(3r For St 1 inch 25.4 min. � �0�� 18,Top prates, laps at comers and Interse+cttonS " " Face nail a. Nam spaced at 6 ncbes at intermediate supports where spans are 4:s inches or ire.For nairmg of wisod structural panel and particleboard diaphragms and shear walls, refer to Section 3-3 x 01.131 nails;or < 2305.Nails for wag sheathing are permitted to be common, box or casing. 14 gage staples,7/169 crown - R Q b. Spacing shall be 6 inches on center on the edges and 12 inches an center at intermediate supports for nonstructural apptcations.Panel supports at 16 inches(20 inches if strength axis in 2-$d common (2112"x{1.131"); or the rang dirediDn of the panelunless otherwise marked). ,t 374,.�, - c. Where a rafter is fastened to an adjacent paraffet cefng�t in a ccordanc+e w1h this schedule and the ceifing ioist is fastened to the top plate in accordance evdh this schedule, the numberl� "�-�-� 19. 1"brace to each stud and plate 2-10dbox(3" 0."128A);or Face nail of toenails if the rafter shaifbe permitted to be reduced by one nal. �6F `�"�, PAGE: 2-3"x 03.131"nails;or 2-3"14 gage staples,7116"crown UNAUTHORIZED ALTER4T/ON OR ADDITION TO Tl/5 DRAW/NG AND RELATED OOCIMENT515 A VIOLAT/ON OF5EC. 7209 OF THE N.Y.5. EDUCATION LAW