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HomeMy WebLinkAbout38408-Z RE,r. Town of Southold Annex 4/23/2014 P.O.Box 1179 s 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36869 Date: 4/23/2014 THIS CERTIFIES that the building COMMERCIAL Location of Property: 4715 Great Peconic Bay Blvd, Laurel, SCTM#: 473889 Sec/Block/Lot: 125.4-24.23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/6/2013 pursuant to which Building Permit No. 38408 dated 10/11/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial building with storage and offices as applied for. The certificate is issued to Laurel Links Cntry Club (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-07-0015 3/5/14 ELECTRICAL CERTIFICATE NO. 38408 3/20/14 PLUMBERS CERTIFICATION DATED 3/6/14 esta Plumbing&Heating LLC utho ' ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' SOUTHOLD, NY 0 .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#: 38408 Date: 10/11/2013 Permission is hereby granted to: Laurel Links Cntry Club PO BOX 307 Laurel, NY 11948 To: construct a new commercial building (office & storage) per Planning & Health Dept. approvals as applied for At premises located at: 4715 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 125.-4-24.23 Pursuant to application dated 9/6/2013 and approved by the Building Inspector. To expire on 4/12/2015. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $2,250.00 CO -COMMERCIAL $50.00 Total: $2,300.00 Building Inspector 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'electTical 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. 8. For existing buildings(prioelo 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 $15.00 Date. ,. •?'f� New Construction: Old or Pre-existing Building: (check one) Location of Property: f Is-Y> House No. Street 1 Hamlet Owner or Owners of Property: U-,V,its V Suffolk County Tax Map No 1000,;Section _ ` ' Block Lot' 2� Subdivision :Filed Map. Lot: Permit No. Date of Permit. �d^� Applicant: Health Dept.Approval: (_ l b " b�� Underwriters Approval: Planning Board-Approval: �- -! , Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ m Applicant Signature SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Q roger.riche rtatown.southoId.ny.us Southold,NY 11971-0959 4UNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Laurel Links Address: 4715 Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit* 38408 Section: 125 Block: 4 Lot: 24.23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Double-Pole Electric Inc License No: 3913-me SITE DETAILS Office Use Only Residential Indoor X Basement 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 Heat gas Duplec Recpt 22 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser Single Recpt 4 Recessed Fixtures 11 CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture 51 Pumps Transformer Appliances Dryer Recpt Emergency Fixture4 Time Clocks Disconnect 11 Switches F2]8 Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination smoke/co detectors, 5-paddle fans, 4-exhaust fans, 2-outside 60a disconnects Notes: Inspector Signature: Date: March 20 2014 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: �C' G �1 Building Permit No. Owner: LCA,+? (Please print) Plumber: E" LLC_. (Please prin I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lAa 76 (Plum a ature) Sworn to before me this l � day of` �.-G 20 Notary Public, County JOHN A. MAKI Notary Public, state of New York , No.01 MA6164838 Qualified in Suffolk County Commission Expires 04-30-20d 3 pF SO(/lyo6 N WN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION F UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [�] ELECTRICAL (FINAL) REMARKS: X�/ --- DATE �� INSPECTOR of SO(/r�, coo � 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) [ ] EL ICAL (FINAL) REMARKS: DATE - f INSPECTOR *Of SO//Ty0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. r , w t DATE .///6,9//­ ATE / 6,9 l INSPECTOR �o��pF SOUlyo6 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FO DATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ��pf SOUtyo � <o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC7RGH N [ ] FOUNDATION 1ST PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' DATE f INSPECTOR ��I�(Cd�� �o��Of SOpryo 6 " s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM 'RKS: e ? 1` DATE �� INSPECTOR -"VFW, Of SOUI'yo� bS 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) REMARKS: DATE INSPECTOR qf so -3 ri, y., • Alt P� TOWN O;;;g; N DEPT. IN [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ;l` t: L,� L✓ �-- DATE Lgo I INSPECTOR rm.._._.,„.._mmE-r..__.:.,. Via;•.�.=__ �._ ..,."���.r ... ......z.�._�.. ._ ..�_ a.�. _.o..�._ - ..__�. �..r -- SOUTy�� r L114 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY f>ff IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: LLA L)t-C 4 V J.I �LeSSC -Al DATE J ��� INSPECTOR Of SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE '? V,.* INSPECTOR�t of so TOWN OF SOUTNOLD 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) REMARKS: -w . 8F DATE 52S / INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: October 23, 2013 To: Town of Southold Building Dept Re: Laurel Links 4715 Peconic Bay Blvd. Laurel,NY Permit#3 8408 To Whom It May Concern: This letter certify that the installatio the reinforcing bar at the above mentioned Project was installed as per plan and a all state and local codes. Any questions feel free to call. Sin erely, OF NEW y0 Q� DEER 'Q Jam eerkoski P.E. * oc '— w 0 07?- AROFESS\�N r/ 410 RAW r E• ®r •� `, l-3T ADDMONAL COMMMNTS e 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 TCL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. Trustees Permit Examined 20/7 I r � ,� -Water Assessment Form t: Approved / 20_1,3 i to: Disapproved a/c SEP — 6 2013 e: Expiration // 20 f� BLDG. DEPT. APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. LINESA41&L--. fi2 LA144k L ff Si f app scant or name,if a corporation ) ,y C�8 f V 6QX 307- 1AWASL, K4 11gVF (Madhig address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder � 6UFJ Name of owner of premises LAM AEL (AN ICS co ill C Lv16 _ywc (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) p Builders License No. TS301 - H Plumbers License No. & 4 Fol— m9 Electricians License No. 3 90(— M iV— Other Trade's License No. 1. Location of land on which proposed work will be done: 6400 Main Road, Laurel, NY 77948 House Number Street Hamlet County Tax Map No. 1000 Section 725 Block 04 Lot 24,23 Subdivision n/a Filed Map No. n/a Lot n/a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R-C (Agricultural Conservation) b. Intended use and occupancy Maintenance 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work �p�'!t (Description) 4. Estimated Cost �° `T so, t)d Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units n1a Number of dwelling units on each floor n/a If garage, number of cars nia 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Golf Course Maintenance 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 100' Rear 100' Depth 50' Height 20'-22' Number of Stories 1 9. Size of lot:Front Rear Depth 10.Date of Purchase 3 5 20 _Name of Former Owner IA A ?`M A UA K 11.Zone or use district in which premises are situated A-C (Agricultural Conservation) 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO V 14.Names of Owner of premises Address Phone No. Name of Architect Jeffrey T Butler PE, PC Address 206 U-115—b.Rrva ,,NY,MOT Phone No 631.208.8850 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES x NO *IF YES,PROVIDE A COPY. (ATS AC�Q STATE OF NEW YORK) 1 SS: COUNTY OF )n being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ke -r (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. Swomto before me day oftep 2 13 Notary Public^ BARBARA H.TAN ignaVofApplilafj Notary Public,State Of Newt No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 Im SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0403 - Fax: (631)444-0360 Website: www.dec.ny.gov Joe Martens Commissioner LETTER OF NO JURISDICTION FRESHWATER WETLANDS ACT November 30, 2012 Joseph P. Pfaff, General Manager Laurel Links Country Club P.O. Box 307 Laurel, NY 11948 Re: Laurel Links Country Club 6400 Main Road Laurel, NY 11948 SCTM# 1000-125-04-24.23 DEC# 1-4738-02557/00008 Dear Mr. Pfaff: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposed project, to construct a 6,000 sq. ft addition to an existing maintenance I building as shown on the site plan prepared by Jeffrey T. Butler last revised July 10, 2012, is more than 100 feet from regulated freshwater wetlands. Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, -'A George W. Hammarth Permit Administrator cc: Jeffrey T. Butler BOH file rqfSO MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair 41 OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR COU Southold, NY Telephone:631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 22, 2014 Mr. Jeffrey Butler APR 2 2 T'2 14 206 Lincoln Street Riverhead, NY 11901 Re: Approved Site Plan for Laurel Links Maintenance Building-Add][tion",* ------- Located at 6400 NYS Rt. 25, ±1,000 ft. w/o Bray Avenue & NYS Rt. 25, Laurel SCTM#1 000-125-4-24.23 Zoning District: A-C Dear Mr. Butler: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made April 10, 2014, and the ., submitted affidavit by James J. Deerkoski, PE, dated March 24, 2014. The site is now in conformance with the approved site plan entitled "Laurel Links Golf Club" dated June 11, 2007, last revised March 4, 2013, prepared by Jeffrey T. Butler, P.E. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert((Itown.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: JANUARY 22, 2014 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 JOBSITE INFORMATION NAME: LAUREL LINKS MAINTENANCE BUILDING ADDRESS: 4715 PECONIC BAY BLVD. CROSS STREET: LAUREL NY 11948 PHONE NUMBER: PERMIT NUMBER: 38408 TAX MAP DISTRICT: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: STEEL BUILDING / MISCO ,ELECTRIC---' -- j Is job ready for inspection: NO JAN 24 2014 Do you need a Temp Certificate: NO TEMP INFORMATION (if needed) Service Size 100 amp SUB PANEL New Service Additional Information I WILL CALL TO SCHEDULE INSPECTION t tt� i DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION, made this J/,day of /l/vtf��'✓�l— . 2001, by LAUREL LINKS COUNTRY CLUB, INC., having a mailing address at Main Road, Laurel, New York, hereinafter referred to as the DECLARANT: WITNESSETH : WHEREAS, the Declarant is the owner in fee simple of certain real property situate at Laurel, Town of Southold, County of Suffolk, State of New York, known and designated on the Suffolk County Tax Map as District 1000, 125.00-03.00-13.00,015.000,017.000 and 1000-125.00- 04.00-024.001 and 021.000 and 1000-126.00-07.00-001.000 as more particularly described on the annexed Schedule A; and WHEREAS, for and in consideration of granting the subdivision and site plan approval the Planning Board of the Town of Southold has deemed it to be for the best interests of the Town of Southold, the owners and prospective owners of said lots that the within covenants and restrictions be imposed on said lots, and that said Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS,the Declarant has considered the foregoing and has determined that same will be in the best interests of the Declarant and subsequent owners of said lots; NOW, THEREFORE;THIS DECLARATION WITNESSETH: That the Declarant for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant, and agree that the lots within said subdivision map shall hereafter be subject to the following covenants and restrictions as herein cited,which shall run Page 1 of 8 with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributees, successors, and assigns, to wit: 1. Laurel Links Country Club,Inc.will improve the roads and road drainage structures and facilities. Laurel Links Homeowners Association, Inc. will provide for the maintenance and upkeep of the road throughout the subdivision. Laurel Links County Club,Inc. will provide for the maintenance and upkeep of the road to the subdivision and throughout the remainder of the site and will maintain the area designated as Open Space. 2. Declarant will maintain the drainage areas and swales, as well as those drainage areas that border N.Y.S.Route 25. 3. That drainage swales as shown on the final road and drainage plan, alongside Laurel Trail,Laurel Court and Laurel Way, including those on Lots 1 through 29 shall be left undisturbed during and after residential construction. 4. The use and development of those areas designated as an Open Space maintained by Declarant will forever be restricted to some or all of the following: a) Open fallow. b) Except as to parcel B,which shall be preserved in its natural state,landscaped, wooded areas with foot paths. 5. The following practices shall be adhered to for those areas designated as Open Space: a) Except as may be required for reasons of irrigation, drainage, sanitation or disease control, no trees, plants or other vegetation located thereon, shall be killed, destroyed, cut or removed therefrom. b) No dumping, placement, storage or burning of any liquid or solid waste, garbage, ashes, sawdust,trash, rubbish,refuse or other toxic,hazardous, objectionable,unsightly or offensive material shall be permitted on or within the said premises,except for leaves,brush and grass clippings. Page 2 of 8 c) The open space areas will forever be kept open and free of all billboards or other forms of commercial advertisement or display. 6. The Declarant reserves the right to the exclusive use and possession of the areas designated as Open Space, to the extent not inconsistent with the covenants and restrictions hereinabove set forth; and Declarant or future owner(s) may exclude the general public or any designated person or persons from the use of or entry upon the said Open Space Area, except that the Town shall have the continuing right to inspect the said area to the extent reasonably required to monitor compliance and determine that the covenants, terms and provisions herein have not been violated, such inspection to be performed at reasonable times. 7. The policies and procedures set forth in the Laurel Links Integrated Turfgrass Management Program, dated December 4, 1998, the Groundwater Monitoring Agreement, dated November 15, 2001 and the Storm Water Pollution Prevention Plan, copies of which are on file with the Planning Board, dated March 2001, shall be adhered to by the Declarant. 8. There shall be no clearing, grading or construction: a) Within 100 feet of all wetlands; and b) Within clearing limits as established on the site plan. 9. That the emergency access from Peconic Bay Boulevard may be used for access only by emergency personnel and the superintendent and his family. The gates shall be locked at all times with extra gate keys for the superintendent and for emergency/fire squad divisions. The emergency access may not be used by construction or utility vehicles and shall have a steel gate placed across it. 10. That the site plan and, to the extent applicable, the residential subdivision shall be subject to the policies and procedures set forth in the following agreements or programs: Integrated Turfgrass Management Program, dated December 4, 1998 Groundwater Monitoring Agreement, dated November 15, 2001 Stormwater Pollution Prevention Plan, dated March 2001. Page 3 of 8 11. No access shall be permitted to Birch Drive and a landscaped barricade shall be installed. 12. That all utilities servicing the subdivision shall be installed underground. 13. No lot or any part of a lot located between the railroad right of way and New York State Route 25,which lots are presently identified on the Suffolk County Tax Map as 1000-125.00- 03.00-013.00,015.000 and 017.000,shall be transferred,assigned or conveyed in any manner unless it is included in the transfer, assignment or conveyance of the entire golf course as shown on the approved Laurel Links site plan. 14; There shall be no further subdivision of any lot within the subdivision in perpetuity. 15. Declarant shall convey its one-half(1/2) interest in Suffolk County Tax Map No. 1000-128.00-06.00-003.000 to the Laurel Country Estates Property Owners"Association not later than the date on which the subdivision map is signed by an authorized member of the Planning Board. 16. That the building envelopes as shown on the final plan shall be interpreted as being the setbacks for all permitted structures whether principal or accessory. 17. The Declarant grants the continuing right in perpetuity to the Town of Southold or any of its designated representatives to inspect any areas designated as open space, common areas, open space easements, or any similar nomenclature so as to ensure continued compliance with the covenants, terms and provisions designated herein in regard to same and to ensure that such covenants, terms and provisions have not been violated. 18. Declarant grants the continuing right in perpetuity to the Town of Southold, any of its designated representatives or any owner of property within the subdivision to enforce the conditions and restrictions of the covenants as they relate to the open space, or any similar nomenclature and to take any legal action it deems necessary to enforce the conditions and restrictions of the covenants. These rights of inspection and enforcement shall be binding upon Declarant,its heirs,executors,legal representatives,distributees,successors,assigns and transferees. Page 4 of 8 19. These covenants and restrictions can be modified only at the request of the then owner of the premises with the approval of a majority plus one of the Planning Board of the Town of Southold after a public hearing. Adjoining property owners shall be entitled to notice of such hearing, but their consent to such modification shall not be required: IN WITNESS WHEREOF, the Declarant above named has executed the foregoing Declaration the day and year first above written. LA S C UNTR UB, By: STATE OF NEW YORK ) } ss.: COUNTY OF SUFFOLK ) On the__LAs__day of i the year 2001, before me,the undersigned, personally appeared •�vrr") -;:Y. , personally known to me, or proved to me on the basis of satisfactory evidence,to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature'on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public CHARLES R.CUDDY Notary Public.State of New York No.5872225 Oualffled in Suffolk County Commission Expires December 31.20AZ--- Page 5 of 8 SCHEDULE PARCELS: 1000-125.00-04.00-024.001 and 021.000-, 1000-126.00-07.00-001.000 ALL that certain plot, piece or parcel of land, situate,lying and being at Laurel,Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGR4NING at a point on the southerly side ofMain Road where same is intersected by the division line ofthe westerly side of land now or formerly ofBert G.Lewis,Jr.with the southerly side ofMain Road; RUNNING THENCE along said land of Lewis and others the following courses and distances: 1) South 18 degrees 40 minutes 00 seconds East, 203.82 feet; 2) South 13 degrees 45 minutes 50 seconds East, 773.42 feet; 3) North 87 degrees 02 minutes 00 seconds East, 65.08 feet; 4) South 18 degrees 31 minutes 50 seconds East, 660.47'feet; 5) South 12 degrees 34 minutes 00 seconds East, 283.51 feet; 6) South 84 degrees 35 minutes 40 seconds East, 13 5.5 5 feet; 7) South 18 degrees 42 minutes 40 seconds East, 245.02 feet; 8 South 71 degrees 21 minutes 40 seconds West 558.44 feet; 9) South 18 degrees 25 minutes 10 seconds East, 935.78 feet-, 10) South 49 degrees 44 minutes 40 seconds West, 667.30 feet; 11) South 48 degrees 09 minutes 10 seconds West, 399.14 feet; 12) North 17 degrees 35 minutes 40 seconds West, 148.79 feet; 13) South 39 degrees 31 minutes 40 seconds West, 478.84 feet; 14) Along an arc of a curve bearing to the right, having a radius of 50.00 feet, a distance along said curve of 131.14 feet; 15) South 39 degrees 48 minutes 10 seconds West, 70.00 feet; 16) North 50 degrees 11 minutes 50 seconds West, 93.19 feet; 17) South 39 degrees 31 minutes 40 seconds West, 70.00 feet; 18) South 50 degrees 11 minutes 50 seconds East, 92.85 feet 19) South 39 degrees 48 minutes 10 seconds West, 316.43 feet; 20) Along an arc of a curve bearing to the left,having a radius of 50.00 feet,a distance along said curve of 102.88 feet; 21) South 18 degrees 04 minutes 40 seconds East, 129.31 feet; 22) South 06 degrees 11 minutes 40 seconds East, 62.70 feet; 23) South 20 degrees 00 minutes 20 seconds East, 100.63 feet to the northerly side of Peconic Bay Boulevard; THENCE along the northerly side ofPeconicBay Boulevard the following(2)courses and distances: 1) South 39 degrees 48 minutes 10 seconds West, 32.60 feet; 2) South 29 degrees 04 minutes 40 seconds West, 16.60 feet; THENCE North 19 degrees 44 minutes 20 seconds West, 265.74 feet-, THENCE South 29 degrees 04 minutes 40 seconds West, 800.00 feet to the easterly side ofDelmar Page 6 of 8 Drive; THENCE along the easterly side of Delmar Drive, the following two (2) courses and distances: 1) North 19 degrees 44 minutes 20 seconds West, 265.37 feet; 2) Along an arc of a curve bearing to the left,having a radius of 50.00 feet,a distance along said curve of 124.70 feet; THENCE the following three(3) courses and distances: 1) North 19 degrees 44 minutes 20 seconds West, 299.44 feet; 2) North 18 degrees 20 minutes 10 seconds West, 2813.61 feet; 3) North 28 degrees 57 minutes 10 seconds West,333.78 feet to the southerly side of L.I.R.R.; THENCE along the southerly side of the L.I.R.R. the following six(6) courses and distances: 1) North 47 degrees 27 minutes 00 seconds East, 1173.78 feet; 2) North 47 degrees 17 minutes 40 seconds East, 270.32 feet; 3) South 18 degrees 13 minutes 10 seconds East, 9.07 feet; 4) North 47 degrees 17 minutes 40 seconds East, 221.15 feet; 5) North 18 degrees 42 minutes 00 seconds West, 9.23 feet; 6) North 47 degrees 17 minutes 40 seconds East, 242.49 feet to the southerly side of Main Road; THENCE along the southerly side of Main Road, the following five(5) courses and distances: 1) North 82 degrees 57 minutes 30 seconds East, 147.36 feet; 2) North 68 degrees 41 minutes 20 seconds East, 217.59 feet; 3) North 73 degrees 11 minutes 20 seconds East, 354.78 feet; 4) North 71 degrees 11 minutes 20 seconds East, 275.00 feet; 5) North 54 degrees 48 minutes 50 seconds East, 257.85 feet to the land now or formerly of Lewis as first above mentioned and the point or place of BEGINNING. PARCEL: 1000-125.00-03.00-013.000 ALL that certain plot, piece or parcel of land, situate, lying and being at Laurel, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side ofMain Road where the division line between premises described and land now or formerly of J.B. Young intersects the southerly side of Main Road; RUNNING THENCE along the southerly side of Main Road, the following two (2) courses and distances: 1) North 68 degrees 25 minutes 00 seconds East, 89.46 feet; and 2) North 76 degrees 52 minutes 00 seconds East, 317.57 feet to land now or formerly of Frank and Helen Carlin; Page 7 of 8 THENCE South 18 degrees 24 minutes 10 seconds East, along said last mentioned land and also along land of the Long Island Railroad, 351.90 feet; THENCE still along land of the Long Island Railroad,the following two (2) courses and distances: 1) South 47 degrees 17 minutes 40 seconds West, 73.15 feet; and 2) South 47 degrees 27 minutes 00 seconds West, 361.51 feet to land now or formerly of the Estate of Albert C. Nolte: THENCE North 19 degrees 20 minutes 00 seconds West, along said last mentioned land and also along land now or formerly of J.B. Young, 554,17 feet to the southerly side of Main Road, at the point or place of BEGRQqNG. PARCEL: 100-125.00-03.00-015.000 &' 017.000 ALL that certain plot; piece or parcel of land, situate,lying.and being at Laurel, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a monument set on the southerly side of Main Road, said monument being located at the northeasterly comer of land now or formerly of Carlin; RUNNING THENCE North 77 degrees 02 minutes 50 seconds East along the southerly side ofMain Road, 86.51 feet; THENCE North 86 degrees 34-minutes 00 seconds East along the southerly side of Main Road, 118.09 feet; THENCE North 86 degrees 31 minutes 20 seconds East, 115.62 feet; THENCE running along land now or formerly of the Long Island Railroad the following(3)courses and distances.- 1) South 47 degrees 17 minutes 40 seconds West 122.22 feet; 2) North 18 degrees 19 minutes 30 seconds West, 9.06 feet; and 3) South 47 degrees 17 minutes 40 seconds West,220.25 feet to land now or formerly of Carlin; THENCE along said land, North 18 degrees 13 minutes 10 seconds West, 200.61 feet to the southerly side of Main Road and the point or place of BEGINNING. Page 8 of 8 RECEIPT Suffolk County Clerk Edward P.Romaine County Clerk Receipt Number: 01-0128270 Payee Name: CHARLES R CUDDY ----------------------------------- DESCRIPTION -TRANS. AMOUNT ----------------------------------- Page/Filing $27 .00 Handling $5 .00 COE $5 .00 TP-584 $0 .00 Notation $0.00 Cert.Copies $4 .50 RPT $39.00 SCTM $0 .00 Fees Paid $80 .50 LIBER D00012154 AGE 312 DATE: 11/21/2001 TIME: 01 :35 :56 PM ----------------------------------- RECEIPT TOTAL $80 .50 CHECK AMT PAID $80.50 TOTAL AMOUNT PAID $80 .50 CHECK REFUND $0.00 ----------------------------------- COMMENTS 10/11/2013 13:09 {FAX}8317278033 P.001l001 „+ .�_I Butler. P.E. P.G. 206 Lincoln Street Riverhead, New York 11901 (831) 208-8850 Member National Society of Professional Engineers Ucensed Professional Engineer Licensed Professional Architect October 11, 2013 Pat Conklin- VIA FAX: 631.765.9502 Town Hail Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re, Laurel Linke NtaintenanggBuilding-..Rated Doors Pat, Regarding the reside plans dated 10.10,2013 the fire rating for the door#8 shall be 1.5 hour rated a oor#13 shall be .75 hour rated doors, ED .. If you have question, ,; 681 to to call. Regards, Daniel A. Butler,Archit N, �y OCTD FL 11 2013 G!NG 70Vd,� 2-SMITHOLD I - i I z 9 m m �� a 1 '«d5d1'kymu,��� 1p'IL'TimNl L n,. :..:1`r I �I -2 I tVFF Fnia, I u � �I� °"r ,. ., i ,.I wb ` '' lu ax' C4' :, „ , • tj W kJ N I I ri 44 Lj q w IFP 11.x., __._-.....-.._..m_.,, .,,m.,,,,.7, ._... .--• F �� A E w� � � ��, �, r •uma PI z i 11„ v U m DESIGN CRITERIA all WIND SUBJECT TO DAMAGE FROM WINTER IC;E SHIELD USE / W r _ SEIOMICI[Iu - - - - SURFACE IMPORTANCE GROUND SPEED (MPH) EXPOSURE DESIGN FROST LINE DESIGN UNDEIRLAYMENT. OCCUPANCY- a dl RBUGHNE56 FACTOR SNOW LOAD 3 SEG. GUST CATEGORY CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED CLASS. HEIGHT FIRE AREA TYPE OF CONSTRUCTION Fil tT � � MODERATE SLIGHT TOII YES B, 8-2 Ieb" H- 5p00 SQ.FT. TYPE - U1 4 B 1.0 45 p4T 120 B 0 SEVERE 36° TO HEAVY MODERATE XU- z 3: C11 GENERAL NOTES: CONTRACTOR NOTES: 1. All WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND SHOP DRAWINGS: ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION PRACTICE. - ' SHEET INDEX N m INSURANCE / PERMITS THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. G.O. TO PROVIDE SHOP DRAWING (3) 0/W COPIES FOR APPROVAL PRIOR TO FABRICATION 1 p SHEET NAME ON ANY CUSTOM WORK. SHED I NUMBER+: GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE COVERAGE: PUBLIC 2. THE IOONTRACTOR SHALL VERIFY ALL CONDITIONS AT THIE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE r LIABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, WORKMAN'S COMPENSATION, ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT /� ' ' I y ETC., IN AMOUNTS AS SPECIFIED BY THE LOCAL DEPARTMENT OF BUILDINGS AND REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. BUILDING CODE OF NEW YORK STATE DEVELOPER. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIREDARCHITECTURAL SET PERMITS, PRIOR TO COMMENCING ANY WORK, 3. CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW, ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEST EDITION), AND THAT ALL WORK WILL BE OF GOOD QUALITY, PREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ALL AUTHORITIES HAVING JURISDICTION. i-O.O TITLE SHEET OF THE FINAL CERTIFICATE OF OCCUPANCY. T-O,I GENERAL NOTES ENGINEER: T-0.2 All GENERAL NOTES rr,P,04� -- 2. 4, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, y (� (� T-0.3 ADA NOTES 4 DETAILS l3 C NOTES' OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE SHALL NOT BE RESPONSIBLE FOR THE CODE S I NOPSIS:CONTRACTORS FAILURETO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT CODE: BUILDING CODE OF THE STATE OF NEW YORK 2010 A-LO (BMITTEDJ SITE PLAN (PER APPROVED SITE PLAN bETJ I. GENERAL CONTRACTOR SHALL VI51T THE SITE AND VERIFY ALL JDB CONDITIONS, DIMENSIOT46 AND BE RESPONSIBLE FOR THE ACTS OR OMISSIONS B7 THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS AND/ORA-1.0 PROPOSED EXTERIOR ELEVATIONS2�DETAILS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. FLOOD DATA: ZONE 'X' A-2.OPROPOSED FOUNDATION PLAN 'OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO A-2-I PROPOSED FOUNDATION DETAILS OTHE START OF CONSTRUCTION. 5. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS INSURANCE COVERAGE INCLUDING STATUTORY OCCUPANCY CLASSIFICATION, A-3.0 ZD POLICIES (WORKER COMPENSATION, ETC,) AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT 15 MILLION AND AUTOMOBILE MULTIPLE USES- PROPOSED FLOOR PLAN a,2. CONCEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE LIABILITY AND DAMAGE COVERAGE NOT LESS THAN R MILLION. THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL BUSINESS 'B' A-3,1 DOOR 4 WINDOW SCHEDULESIII `CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE FIRE-STOPPED IN POLICIES. COLD STORAGE 'S4 A-4,0 PROPOSED ELECTSECTIIC FF ACCORDANCE WITH PART R-602.8 E-LO PROPOSED ELECTRICAL PLAN JEFFREY T. BUTLER,P.E. 6, PROVIDE 0,025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS, CONSTRUCTION TYPE: 25 3- DRAWINGS ARE NOT TO BE 60ALED: DIMENSIONS TO GOVERN. PROJECT COORDINATOR SHALL BE STRUCTURAL SET PER U.S.A. STRUCTURES SET DATED 8.23.2013 NOTIFIED OF ANY DISCREPANCIES. 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE CREOSOTED. NUMBER OF OCCUPANTS (USABLE AREA), m LI TITLE SHEET 4. SPECIAL CARE 5HALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, a ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED AS PER MCNYS. EXISTING: LZ COMPONENTS 4 CLADDING O EXISTING IMPROVEMENTS AND UTILITIES. OFFICE AREA: (B) EI ROOF FRAMING = S. HEATING TO BE DESIGNED TO PROVIDE 10 DEGREES F. WITH OUTDOOR DESIGNED AIR-TEMPERATURE OF O DEGREES R AND 15 1,583 SQ• FT. / 100 6.F,/PERSON - 16 PERSONS E2 ROOF SHEETING 5, GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL MPH WIND, COLD STORAGE AREA: (6-2) E3 ELEVATIONS REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING CONSTRUCTION. E4 CR088 SECTION 2,400 SQ. FT. / 1,000 5.F./PERSON - 3 PERSONS 10. PLUMBING INSTALLATION TO COMPLY WITH PCNY9 AND THE SEWAGE DISPOSAL SYSTEM 70 MEET HEALTH DEPARTMENT Imo; O Ql 6. NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND STANDARDS. TOTAL BUILDING OCCUPANCY • 19 PER8ON5 STI STANDING SEAM ROOF tVa m ARCHITECT. SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING ST2 KNOCK-IN-BRIDGING TO THE ENGINEER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK. II. ALL WORK TO CONFORM i0 THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION CONSTRUCTION CODE. ALL ST3 STANDARD 6EG710NS 3 Z } GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. ST4 CANOPY 4 RAKE EXTENSION DETAILS (HT-,] (a') O 3 ly 1 ALL MATERIALS ARE TO BE NEW AS SPECIFIED HEREIN, ANY USED FIXTURES OR USED MATERIALS ILf-TLIi *T., Q ARE NOT ACCEPTABLE. 12- THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER AND FI ANCHOR BOLT PLAN lJ ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY MAY NOT BE USED ON ANY OTHER F2 _ ANCHOR BOLT REACTIONS 13 } (� 4 B. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. APPLICANT: F3 ANCHOR BOLT DETAILS Tn CIO x Z 0 - CONTRACTORS, AND BUILDING MANAGEMENT, 13, THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR JOE PFAFF W 4 UN O an S. GENERAL CONTRACTOR SHALL MAKE GOOD AT WIG OWN EXPENSE FOR GLASS BROKEN DURING REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT, LAUREL LINK COUNTRY CLUB 1-4 y � s• Q � 6400 MAIN ROAD GON6TRUCTION. d7 10, UPON COMPLETING OF ALL WORK BY G.G., AND OTHERS, GENERAL CONTRACTOR SHALL CLEAN LAUREL, N7 11548 ~ 2 UL ENTIRE AREA INCLUDING GLASS, MIRROR, INTERIOR AND EXTERIOR WINDOWS, FLOORING, CARPETING U : O AND ALL OTHER FINISHED SURFACES 4 PRESENTED AS NEW. t U) M) 11. ALL WINDOWS TO BE GLEANED AND ANY PAINT OR RESIDUE ON THE GLASS TO BE REMOVED. INSTRUCTIONS FOR THE INSTALLER SCOPE OF WORK: d LL A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION 1- INSTALL EROSION CONTROL MEASURES BEFORE COMMENCING WORK- a rO 12. ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND CATALOG - C-2009). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION 10 2, GRADE PER PROPOSED CONTOURS, EXCAVATE, STOCKPILE SOPER r COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHALL FAIL. 16D FASTENERS ARE COMMON NAILB (8 GA x 3 1/2') AND CANNOT BE REPLACED WITH ISD SINKERS M GA x 3 1/4'7 IL PARTIAL SITE PLAN. O BE BROUGHT i0 THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO UNLE56 OTHERWISE SPECIFIED, 3. INSTALL PROPOSED RETAINING WALL, BUILDING FOOTING, FOUNDATION X B. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/312" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE BOLI 0 W INSTALLATION. AND SLAB (INSTALL ED SANITARY SANITARY PIPING). 4 DIAMETER (PER THE 1991 NDS, SECTION B.1.2.LJ' 4. PROVIDE PROPOSED SANITARY SYSTEM AND STORM DRAINAGE V 13- ALL MANUFACTURER'S INSTRUCTIONS 614ALL BE FOLLOWED COMPLETELY. Cl INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. STRUCTURE. O D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY OSHA. 5. CONSTRUCT MAINTENANCE BUILDING ADDITION. PAGE:14, REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO A66URE A CLEAN AND WELL E, WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES AND SAFETY KEPT ENVIRONMENT FOR THE STAFF. PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S. STANDARDS, F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL TOOLS MAY 15. FRAMING, CONCRETE, ROOFING, HVAC, PLUMBING AND ELECTRICAL CONTRACTORS ARE BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED RESPONSIBLE FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATIMG MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S d INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. T_0 . 0 a r G. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE )0157 END AND THE HEADER 1 SHALL NOT EXCEED 1/B" PER ASTM TEST STANDARDS- O H, FOR HOLDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PWS 1/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION W GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT, g O _ O THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE.ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BIR E RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUALCONTAiiWITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. _ O rr SECTION 1905 -CONCRETE QUALITY, MIXING AND PLACING SECTION 19056.5 LOW-STRENGTH TEST RESULTS. THE INVESTIGATION OF LOW-STRENGTH TEST RESULTS SECTION 1901 - DETAILS OF REINFORCEMENT SECTION 190712 PRECAST CONCRETE (MANUFACTURED UNDER PLANT CONTROL OONDITIONSI. THE 22,6.1.2 - REINFORCEMENT-SHALL BE PROVIDED AS FOLLOWS: SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF SECTION )9056.5.1 THROUGH SECTION MINIMUM CONCRETE COVER FOR REINFORCEMENT IN PRECAST CONCRETE MANUFACTURED UNDER (A) VERTICAL REINFORCEMENT OF AT LEAST 0.20 SQUARE INCH (129 mm2 ) IN GROB6-SECTIONAL SECTION 1905.1 GENERAL. THE REQUIRE[) STRENGTH AND DURABILITY Of CONCRETE SHALL BE 1905.6.5.5, SECTION 1901.1 HOOKS. STANDARD HODK6 ON REINFORCING BARS USED IN CONCRETE CONSTRUCTION PLANT CONTROL CONDITIONS SHALL COMPLY WITH ACI 318, SECTION 1.1.2. AREA SHALL BE PROVIDED CONTINUOUSLY FROM SUPPORT t0 SUPPORT AT EACH CORNER, . �ry DETERMINED BY COMPLIANCE WITH THE PROPORTIONING, TESTING,MIXING AND PLACING $HALL COMPLY WITH ACI 318, SECTION I.I. PROVISIONS of SECTION 1905.1.1 THROUGH SECTION 1905.13. SECTION 1905.6.5.1 PRECAUTION. IF ANY STRENGTH TEST(SFE SECTION 1905.6.2.4)OF LABORATORY- EACH BIDE OF EACH OPENING AND AT THE ENDS OF WALLS, THE CONTINUOUS VERTICAL BAR 2Z SECTION 1901,1.3 PRESTRESSED CONCRETE. THE MINIMUM CONCRETE COVER FOR REINFORCEMENT REQUIRED BESIDE AN OPENING 16 PERMITTED TO SUBSTITUTE FOR ONE OF THE TWO NO. 5 113ARS [] CURED CYLINDERS FALLS BELOW THE SPECIFIED VALUE OF F'C BY MORE THAN SOO FBI (3.45 MPA) SECTION 1901.2 MINIMUM BEND DIAMETERS. MINIMUM REINFORCEMENT BEND DIAMETERS UTILIZED IN IN PRESTRE56EP CONCRETE SHALL COMPLY WITH ACI 318,SECTION 1.1.3. REQUIRED BY g SECTION 205.1.1 STRENGTH, CONCRETE SHALL BE PROPORTIONED To PROVIDE AN AVERAGE (SEE SECTION 1905.6,33, ITEM 2), OR IF TEBT6 of FIELD-CURED CYLINDERS INDICATE DEFICIENCIES IN CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 318, SECTION 1.2. (B) HORIZONTAL REINFORCEMENT AT LEAST 0.20 SQUARE INCH (129 mm2 ) IN GROSS-SECTIONAL mn COMPRESSIVE STRENGTH 505 PRESCRIBED IN SECTION 1905.3, AS WELL 506 SATISFY THE DURABILITY PROTECTION AND CURING (SEE SECTION 1905.6.4.4), STEPS SHALL BE TAKEN TO ASSURE THAT THE SECTION 1901.7.4 BUNDLED BARS. THE MINIMUM CONCRETE COVER FOR BUNDLED BARS SHALL AREA SHALL BE PROVIDED: J CRITERIA OF SECTION 1904. CONCRETE SHALL BE PRODUCED i0 MINIMIZE FREQUENCY OF STRENGTHS LOAD-CARRYING CAPACITY OF THE BTRUCIDRE IS NOT JEOPARDIZED. b TIF�ON IWI-3 BENDING. TNF BENDING OF REINFORCEMENT SHALL COMPLY WITH SECTION 1901.3.1 AND COMPLY WITH ACI 318, SECTIOR 7.1.4. CONiINUOUSLT AT STRUCTURALLY CONNECTED ROOF AND FLOOR LEVELS AN AT THE TOP OF D BELOW F'C AS PRESCRIBED IN SECTION 1905,6.3,3, FOR CONCRETE DESIGNED AND CONSTRUCTED IN SECTION 1°501.3,2 WALLS: D f ACCORDANCE WITH THIS CHAPTER, FSC SHALL NOT BE LESS THAN 2,500 PSI (11.22 MFA). SECTION 1905.6.5.2 CORE TESTS. IF THE LIKELIHOOD OF LOW-STRENGTH CONCRETE IS CONFIRMED SECTION 1901.1.5 CORROSIVE ENVIRONMENTS. IN CORROSIVE ENVIRONMENTS OR OTHER SEVERE AT THE BOTTOM OF LOAD-BEARING WALLS OR IN THE TOP OF FOUNDATIONS WHERE DOWELED TO THE AND CALCULATIONS INDICATE THAT LOAD-CARRYING CAPACITY IS SIGNIFICANTLY REDUCED, SECTION 1901.11 COLD BENDING. REINFORCEMENT SHALL BE BENT COLD,UNLESS OTHERW15E EXPOSURE CONDITIONS, THE AMOUNT OF CONCRETE PROTECTION SHALL BE SUITABLY INCREASED, WALL AND '0 SECTION 1905,1.2 CYLINDER TESTS. REQUIREMENTS FOR FC SHALL BE BASED ON TESTS OF CYLINDERS TESTS OF CORES DRILLED FROM THE AREA IN QUESTION IN ACCORDANCE WITH A6TM C 42 IS PERMITTED BY THE REGISTERED DESIGN FROFE651ONAL, AND THE DENSENESS AND NONFOR06ITY OF THE PROTECTING CONCRETE SHALL BE CONSIDERED, AT A MAXIMUM SPAOING'OF 120 INCHES (3048 mm), p MADE AND TESTED AS PRESCRIBED IN SECTION 1905.6.3. PERMITTED, IN NIGH CASES, THREE CORE$ SHALL BE TAKEN FOR EACH STRENGTH TEST MORE THAN OR OTHER PROTECTION SHALL BE PROVIDED, REINFORCEMENT At 714E TOP AND BOTTOM OF OPENINGS, WHERE USED IN DETERMINING THE Z 500 P61 (3,45 MPA) BFLOW THE SPECIFIED VALUE OF FIG. SECTION 1901.3.2 EMBEDDED REINFORCEMENT. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE MAXIMUM SPACING SPE TOPIFIrD IN ITEM 3 ABOVE, SHALL S, CONTINUOUS IN THE WALL. O SECTION 1905,63 5A515 OF FIC. UNLESS OTHERWISE SPECIFIED, FO SHALL BE BASED ON M0 DAY SHALL NOT BE FIELD BENT, EXCEPT AS SHOWN ON THE CONSTRUCTION DOCUMENTS OR PERMITTED BY SECTION 401.1.6 FUTURE EXTENSIONS. EXPOSED REINFORCEMENT, INSERTS AND PLATES INTENDED MAXIMOS.-15 ACI 318, SECTION 22.10. �- TESTS. IF OTHER THAN 2B DAYS,TEST AGE FOR FAL SHALL BE AS INDICATED IN CONSTRUCTION SECTION 1905.6.53 CONDITION OF CORES. IF CONCRETE IN THE STRUCTURE WILL BE DRY UNDER THE REGISTERED DESIGN PROFESSIONAL. FOR BONDING WITH FJTURE EXTENSIONS SHALL BE PROTECTED FROM CORROSION. DELETE ACI 318, RECTION'2210, AND REPLACE WITH THE FOLLOWING: DOGUMENib, SERVICE CONDITIONS,CORES SHALL BE AIR DRIED AT TEMPERATURES BETWEEN 60 F (I6 WAND 22,10 - PLAIN CONCRETE IN STRUCTURES A561GNID TO SEISMIC DE81GN CATEGORY C, D, E OR F. rU m 80 F (21 Cl AND RELATIVE HUMIDITY 65 aZ R E D LE THAN 60 PERCENT FOR SEVEN DAYS BEFORE TESTING SECTION EMEN SURFACE CONDITIONS OF REINFORCEMENT. THE SURFACE CONDITIONS OF SECTION ION G,1 ATE PROTECTION. WHEN THIS CODE REQUIRES A THICKNESS OF COVER ISC FOR FIRE 22.10.1 - 6iRUGTURE^rt ASSIGNED TO SEISMIC DESIGN CAT U] a z SECTION 19Q5.IA LIGHTWEIGHT AGGREGATE CONCRETE, WHERE DESIGN CRITERIA IN ACI 310, SECTION AND SHALL BE TESTED PRT. IF CONCRETE IN THE STRUCTURE WILL BE MORE THAN SUPERFICIALLY WET REINFORCEMENT SHALL COMPLY WITH 714E PROVISIONS OF SECTION 19014,1 THROUGH SECTION 1901,4.3. PROTECTION GREATER THAN THE MINIMUM CONCRETE COV B CATEGORY G, D, E OR f SHALL NOT NAVE z 9,5.29, SECTION 11.2 AND SECTION 12.24, PROVIDE FOR USE OF A SPLITTING TENSILE STRENGTH VALUE UNDER SERVICE CONDITION$,CORES SHALL BE IMMERSED IN WATER FOR AT LEAST 40 HOURS AND ER SPECIFIED IN SECTION 1907.1, SUCH ELEMENTS OF STRUCTUR4L PLAIN CONCRETE, EXCEPT AS FOLLOWS, � 9 OF CONCRETE(FCT),LABORATORY TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM C 330 TO BE TESTED WET. SECTION 1901.4.1 COATINGS. AT THE TIME CONCRETE I6 PLACED, REINFORCEMENT 64ALL BE FREE GREATER THICKNESS SHALL BE USED, STRUCTURAL PLAIN CONCRETE BASEMENT, FOUNDATION OR OTHER WALLS BELOW TIE BASE ARE � S a ESTABLISH THE VALUE OF FCT CORRESPONDING TO THE SPECIFIED VALUE OF FIG FROM MUD, OIL OR OTHER NONMETALLIC COATINGS THAT DECREASE BOND, EPDXY COMPERMITTED IN DETACHED ONE- AND TWO-FAMILY DWELLINGS THREE STORIES OR LESIN HEIGHT COATINGS OF SECTION 19018 SPECIAL REINFORCEMENT DETAILS FOR COLUMNS. OFFSET BENT LONGITUDINAL CONSTRUCTED WITH STUD-BEARING WALLS, IN DWELLINGS ASSIGNED TO SEISMIC DESIGN SECTION 1905.6.5.4 TEST RESULTS. CONCRETE IN AN AREA REPRESENTED BY CORE TESTS SHALL BE STEEL REINFORCEMENT IN ACCORDANCE WITH ACI 318,SECTION 3.5.3.1 AND SECTION 3.5.3.8 IS BARS IN COLUMNS AND LOAD TRANSFER IN STRUCTURAL STEEL CORES of COMPOSITE CATEGORY D OR E, THE HEIGHT OF THE WALL SHALL NOT EXCEED 8 FEET (2438 mm ) TH TH g SECTION 1906.1.5 FIELD ACCEPTANCE. SPLITTING TENSILE STRENGTH TESTS SHALL NOT BE USED 45 A CONSIDERED STRUCTURALLY ADEQUATE IF THE AVERAGE OF THREE CORES 16 EQUAL TO AT LEAST 85 PERMITTED. E ICKNE66 p m COMPRESSION MEMBERS SHALL COMPLY WITH THE PftOVI610N5 OF ACI 310, SECTION 1.8. SHALL NOT BE LESS THAN 1 1/2 INCHES (190 mm), AND THE WALL SHALL RETAIN NO MORE THAN 4 ^4 O K BASIS FOR FIELD ACCEPTANCE OF CONCRETE PERCENT OF Ft AND IF NO SINGLE GORE I6 LESS THAN 15 PERCENT OF Ft. ADDITIONAL TESTING FEET (1219 mm) OF UNBALANCED FILL- WALLS SHALL HAVE REINFORCEMENT IN ACCORDANCE WITH OF CORES EXTRACTED FROM LOCATIONS REPRESENTED BY ERRATIC CORE STRENGTH RESULTS 15 SECTION 1901.4.2 RUST OR MILL SCALE. EXCEPT FOR PREGTRE88ING TENDONS,STEEL REINFORCEMENT 6ECTI019 I90 "9 CONNECTIONS. CONNECTIONS BETWEEN CONCRETE FRAMING MEMBERS SHALL 226.6,5. � � (3 SECTION 1905.2 SELECTION OF CONCRETE PROPORTIONS. CONCRETE PROPORTIONS SHALL SE PERMITTED, WITH RUST, MILL SCALE OR A COMBINATION OF BOTH,SHALL BE CONSIDERED SATISFACTORY, COMPLY WITH THE PROVISIONS OF ACI 318, SECTION 1.9. O p DETERMINED IN ACCORDANCE WITH THE PROV15IONS OF SECTION 1905.2.1 THRCUGH SECTION 1906.2.3. PROVIDED THE MINIMUM DIMENSIONS, INCLUDING HEIGHT OF DEFORMATIONS AND WEIGHT OF A HAND- ISOLATID FOOTINGS OF PLAIN CONCRETE SUPPORTING PEDESTALS OR COLUMNS ARE PERMITTED, SECTION 19056.5.5 STRENGTH EVALUATION. IF THE CRITERIA OF SECTION 1905.6,5.4 ARE NOT MET AND WIRE-5RUSHED TEST SPECIMEN, COMPLY WITH APPLICABLE ASTM SPECIFIOATION6. SEE SECTION SECT ON I901J0 LATERAL REINFORCEMENT FOR COMPRESSION MEMBERS. LATERAL PROVIDED THE PROJECTION OF THE FOOTING BEYOND THE FACE OF THE COLUMNS AR MEMBER SECTION 1905.2.1 GENERAL. PROPORTIONS OF MATERIALS FOR CONCRETE SHALL BE ESTABLISHED To IF THE STRUCTURAL ADEQUACY REMAINS IN DOUBT, THE CODE ENFORCEMENT OFFICIAL IS PERMITTED 1903.5. E BER DOES REINFORCEMENT FOR CONCRETE COMPRESSION MEMBERS SHALL COMPLT WITH THE PROV15IONS NOT EXCEED THE FOOTING THICKNESS. PROVIDE: TO ORDER A STRENGTH EVALUATION IN ACCORDANCE WITH ACI 310, CHAPTER 20, FOR THE OF ACI 318, SECTION 1,10. QUESTIONABLE PORTION OF THE STRUCTURE, OR TAKE OTHER APPROPRIATE ACTION. SECTION 1907.4.3 PRESTRESSING TENDONS. PREBTRE66ING TENDONS SHALL BE CLEAN AND FREE OF EXCEPTION: IN DETACHED ONE- AND TWO-FAMILY DWELLINGS THREE STORIES OR LESS IN HEIGHT, 1. WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND OIL,DIRT, SCALE,PITTING AND EXCESSIVE RUST. A LIGHT COATING OF RUST 16 PERMITTED, SECTION 190111 LATERAL REINFORCEMENT FOR FLEXURAL MEMBERS, LATERAL REINFORCEMENT THE PROJECTION OF THE FOOTING BEYOND THE FACEOF THE SUPPORTED MEMBER L9 PERMITTED TO AROUND REINFORCEMENT UNDER THE CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SECTION 19051 PREPARATION OF EQUIPMENT AND PLACE of DEPOSIT, PREPARATION BEFORE FOR THE REINFORCEMENT IN CONCRETE FLEXURAL MEMBERS SHALL COMPLY WITH THE EXCEED THE FOOTING THICKNESS. SEGREGATION OR EXCESSIVE BLEEDING. CONCRETE PLACEMENT SHALL INCLUDE THE FOLLOWING, SECTION III PLACING REINFORCEMENT. THE PLACEMENT OF CONCRETE REINFORCEMENT SHALL PROVISIONS OF ACI 318, SECTION 1.11, COMPLY WITH THE PROVISIONS OF SECTION 1901.5.1 THROUGH SECTION 1901.5.4. PLAIN CONCRETE FOOTINGS SUPPORTING WALLS ARE PERMITTED, PROVIDED THE FOOTINGS HAVE 2 RESISTANCE TO SPECIAL EXPOSURES AS REQUIRED 0Y SECTION 1904. 1, EQUIPMENT FOR MIXING AND TRANSPORTING CONCRETE 514ALL BE GLEAN. BECSLO 9 1.2 SHRINKAGE AND TEMPERATURE REINFORCEMENT. REINFORCEMENT FOR SHRINKAGE AT LEAST TWO CONTINUOUS LONGITUDINAL REINFORCING BARB. BARS SHALL NOT BE SMALLER \� SECTION 1901.51 SUPPORT, REINFORCEMENT, PRESTRESSING TENDONS, AND DUCTS SHALL BE AND TEMPERATURE STRESSES IN CONCRETE MEMBERS SHALL COMPLY WITH THE PROVISIONS OF THAN NOA AND SHALL HAVE A TOTAL AREA OF NOT LE66 THAN 0.002 TIMES THE GROSS 3. CONFORMANCE WITH THE STRENGTH TEST REQUIREMENTS OF SECTION 1905.6. 2. DEBRIS AND ICE SHALL BE REMOVED FROM SPACES TO BE OCCUPIED BY CONCRETE. ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE 16 PLACED, AND SHALL ACI 318, SECTION 1.12 CROSS-SECTIONAL AREA OF THE FOOTING. FOR FOOTINGS THAT EXCEED B INCHES 1203 mm) IN S/ BE SECURED AGAINST DISPLACEMENT WITHIN TOLERANCES PERMITTED IN SECTION 1901.5.2. WHERE DIFFERENT MATERIALS. WHERE DIFFERENT MATERIALS ARE TO BE USED FOR DIFFERENT 3. FORMS SHALL BE PROPERLY COATE SECTION THICKNESS, A MINIMUM OF ONE BAR SHALL BE PROVIDED AT THE TOP AND BOTTOM OF THE 1905.2.2 D. APPROVED BY THE REGISTERED DESIGN PROFESSIONAL, EMBEDDED ITEMS (SUCH AS DOWELS oR $EGTION 1991,13 REQUIREMENTS FOR STRUCTURAL INTEGRITY. THE DETAILING OF REINFORCEMENT FOOTING. CONTINUITY OF REINFORCEMENT SHALL BE PROVIDED A7 CORNERS AND PORTION$ OF PROPOSED WORK, EACH COMBINATION SHALL BE EVALUATED, INSERTS)THAT EITHER PROTRUDE FROM PRECAST CONCRETE MEMBERS OR REMAIN EXPOSED FOR AND CONNECT10N6 BETWEEN CONCRETE MEMBERS SHALL COMPLY WITH THE PROVISIONS OF A01 INTERSECTIONS. \T 4. MASONRY FILLER UNITS THAT WILL BE IN CONTACT WITH CONCRETE 5HALL BE WELL DRENCHED. INSPECTION ARE PERMITTED TO BE EMBEDDED WHILE THE CONCRETE IS IN A PLASTIC STATE, 315, SECTION 1.13 TO IMPROVE STRUCTURAL INTEGRITY, \ SECTION 1905.2.3 5A616 OF PROPORTIONS. CONCRETE PROPORTIONS, INCLUDING WATER- PROVIDED THE FOLLOWING CONDITIONS ARE MET: cEMENTITI0U5 MATERIALS RATIO, SHALL BE ESTABLISHED ON THE 850815 OF FIELD EXPERIENCE AND/OR 5. REINFORCEMENT SHALL BE THOROUGHLY GLEAN OF TGE OR OCHER DELETERIOUS COATINGS. EXCEPTIONS: TRIAL MIXTURES WITH MATERIALS TO BE EMPLOYED IN ACCORDANCE WITH SECTION 1905.3, EXCEPT AS I. EMBEDDED ITEMS ARE NOT REQUIRED TO SE HOOKED OR TIED TO REINFORCEMENT WITHIN THE IN DETACHED ONE- AND TWO-FAMILY DWELLINGS THREE STORIES OR LESS IN HEIGHT AND \ PERMITTED IN SECTION 1905.4, OR REQUIRED BY SECTION 1904, 6. WATER SHALL BE REMOVED FROM THE PLACE OF DEPOSIT BEFORE CONCRETE 16 PLACED UNLESS A CONCRETE. CONSTRUCTED WITH STUD-BEARING WALLS, PLAIN CONCRETE FOOTINGS WITHOUT LONGITUDINAL TREMIE 16 TO BE USED OR UNLESS OTHERWISE PERMITTED BY THE CODE ENFORCEMENT OFFICIAL. REINFROEMENT SUPPORTING WALLS ARE PERMITTED. SECTION 19053 PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES. 2. EMBEDDED ITEMS ARE MAINTAINED IN THE CORRECT POSITION WHILE THE CONCRETE REMAINS FOR FOUNDATION SYSTEMS CONSISTING of A PLAIN CONCRETE FOOTING AND A PLAIN CONCRETE PROPORTIONING DETERMINED ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL 1. LAITANCE AND OTHER UNSOUND MATERIAL SHALL BE REMOVED BEFORE ADDITIONAL CONCRETE 16 PLASTIC. CONCRETE FOUNDATION SYSALL, A MINIMUM OF ONE BAR SHALL N PROVIDED IN THE TOP LA THE ATEMWALL MIXTURES SHALL BE DONE IN ACCORDANCE WITH ACI 318,SECTION 5.3, PLACED AGAINST HARDENED CONCRETE. AND R THE BOTTOM OF THE FOOTING. U m 3, THE CONCRETE I$ PROPERLY CONSOLIDATED AROUND THE EMBEDDED ITEM. rtl SECTION 1905.4 PROPORTIONING WITHOUT FIELD EXPERIENCE OR TRIAL MIXTURES, CONCRETE SECTION 1905.8 MIXING, MIXING OF CONCRETE SHALL BF PERFORMED IN ACCORDANCE WITH WHERE A SLAB ON GROUND 15 CAST MONOLITHICALLY WITH THE FOOTING, ONE NO. 5 BAR IS a PROPORTIONING DETERMINED WITHOUT FIELD EXPERIENCE OR TRIAL MIXTURES SHALL BE DONE IN SECTION 1905.8,1 THROUGH SECTION 1905.8.3. SECTION 1901.5.2 TOLERANCES. UNLESS OTHERWISE SPECIFIED BY THE REGISTERED DESIGN PERMITTED TO BE LOCATED AT EITHER THE TOP OF THE SLAB OR BOTTOM OF THE FOOTING. N ACCORDANCE WITH ACI 318, SECTION 5.4, PROFESSIONAL,REINFORCEMENT, PRESTRESSING TENDONS AND PRESTRESSING DUCTS 5HALL BE W SECTION 1905.8.1 GENERAL. CONCRETE SHALL BE MIXED UNTIL THERE IB A UNIFORM D15TRIBUTION OF PLACED WITHIN THE TOLERANCES SPECIFIED IN SECTION 1901.5.2.1 AND SECTION 1901.5.2.2. v r SECTION BOSS AVERAGE STRENGTH REDUCTION. AS DATA BECOME AVAILABLE DURING MATERIALS AND SHALL BE DISCHARGED COMPLETELY BEFORE THE MIXER 15 RECHARGED. 1908,1,16 ACI 31 SECTION 0.3.3, 50-1 � m CONSTRUCTION, IT 15 PERMISSIBLE TO REDUCE THE AMOUNT BY WHICH THE AVERAGE COMPRESSIVEMODIFY ACI Sir SEC)NONS D.3.3.2 THROUGH D.3.3-5, TO READ AS FOLLOWS: SECTION 1901.5.2.1 DEPTH AND CovER, TOLERANCE FOR DEPTH D,AND MINIMUM CONCRETE COVER STRENGTH (F'CR) 15 REQUIRED TO EXCEED THE SPECIFIED VALUE OF F'C IN ACCORDANCE WITH ACI 510, SECTION 1905.8.2 READY-MIXED CONCRETE READY-MIXED CONCRETE SHALL BE MIXED AND IN FLEXURAL MEMEER6, WALLS AND COMPRESSION MEMBERS SHALL BE AS SHOWN IN TABLE 1901.5.2.1, 0.3.3.2 - IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F, POET- Fs-I SECTION S.S. DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C 94 OR ASTM C 605. EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS SHALL BE MINUS I/4 INCH INSTALLED ANCHORS FOR USE UNDER D.23 SHALL HAVE PASSED THE SIMULATED SEISMIC TESTS W m x OF ACI 355.2. aQ (6.4 MM)AND TOLERANCE FOR LOVER SHALL NOT EXCEED MINUS ONE-THIRD THE MINIMUM CONCRETE x Z III SECS1Cd' ISO-5,6 EVALUATION AND ACCEPTANCE OF CONCRETE, THE CRITERIA FOR EVALUATION AND SECTION 1905.03 J05-MIXED CONCRETE, JOB-MIXED CONCRETE SHALL COMPLY WITH ACI 318, COVER REQUIRED IN THE DESIGN DRAWINGS OR SPECIFICATIONS. D,3,33 - IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F, THE DESIGN ACCEPTANCE OF CONCRETE SHALL BE AS SPECIFIED IN,SEGTION 1905.6.2 THROUGH SECTION SECTION 5.63. STRENGTH OF ANCHORS SHALL BE TAKEN AS 0.15rNn AND 0.11 , WHERE r 18 GIVEN IN 0.4.4 M 0 1905.6.5.5. A AND N 5 4. , n F4.+ SECTION NOS-9 CONVEYING. 714E METHOD AND EQUIPMENT FOR CONVEYING CONGREI'E i0 THE PLACE OR D. NST,Yn ARE DETERMINED IN ACCORDANCE WITH 0.4.1. � Z CO SECTION 19056.1 QUALIFIED TECHNICIANS, CONCRETE SHALL BE TESTED IN ACCORDANCE WITH THE OF DEPOSIT SHALL COMPLY WITH SECTION 1905.9.1 AND SECTION 1905.9.2. SHALL - IN STRUCTURF6 ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F, ANCHORS � d � 81 00 REQUIREMENTS IN SECTION 1905.6.2 THROUGH SECTION 1905,6.5, QUALIFIED FIELD TESTING TABLE 1901.5,2.1 1�, TEOHNIOIANB SHALL PERFORM TESTS ON FRESH CONCRETE AT THE JOB SITE,PREPARE SPECIMENS SECTION 1905.9.1 METHOD OF CONVEYANCE. CONCRETE SHALL BE CONVEYED FROM THE MIXER TO THE TOLERANCES LL BE DESIGNED TO BE GOVERNED BY TENSILE OR SHEAR STRENGTH OF A DUCTILE STEEL ✓-' _ " REQUIRED FOR CURING UNDER FIELD CONDITIONS, PREPARE SPECIMENS REQUIRED FOR TESTING IN THE PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF MATERIALS, ELEMENT, UNLESS,D.3.3.5 16 SATISFIED. 0 Nl LABORATORY,AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING TOLERANCE ON SPECIMENS FOR STRENGTH TESTS. QUALIFIED LABORATORY TECHNICIANS SHALL PERFORM ALL SECTION 19059,2 CONVEYING EQUIPMENT, THE CONVEYING EQUIPMENT SHALL BE CAPABLE OF DEPTH (d) TOLERANCE ON d MINIMUM CONCRETE D,3,3,5 - INSTEAD OF D.3.3,4, THE ATTACHMENT THAT THE ANCHOR 15 CONNECTING TO THE REQUIRED LABORATORY TEST$. PROVIDING A SUPPLY OF CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF (INCHES) (INCH) COVER (INCH) STRUCTURE SHALL BE DESIGNED 50 THAT THE ATTACHMENT WILL UNDERGO DUCTILE YIELDING AT A J INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT THE L055 OF PLASTICITY 15ETUFN LOAD LEVEL CORRESPONDING TO ANCHOR FORCES NO GREATER THAN THE DESIGN STRENGTH OF Ul SECTION 1905.6.2 FREQUENCY OF TESTING. THE FREQUENCY OF CONDUCTING STRENGTH TESTS OF SUCCESSIVE INCREMENTS, d ) 8 23/8 - 3/8 ANCHORS SPECIFIED IN D.3.3.3, OR THE MINIMUM DESIGN STRENGTH OF THE ANCHORS SHALL BE ~ CONCRETE SHALL BE AS SPECIFIED IN SECTION 19056,2.1 THROUGH SECTION 19056.2.4. AT LEAST 2,5 TIMES THE FACTORED FORCES TRANSMITTED BY THE ATTACHMENT, SECTION 190510 DEPOSITING. THE DEP051TING OF CONCRETE SHALL COMPLY WITH THE d ) B t 1/2 - la SECTION 1912 SECTION E05A.2.1 MINIMUM FREQUENCY. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF PROVISIONS OF SECTION 1905,10.1 THROUGH SECTION 190510.8, ANCHORAGE TO EOMfy_ T�y°TRENGTH DESIGN ENGINEER. CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR 61: 1 INCH = 25,4 MM. FOR EACH 150 CUBIC YARDS 615 M3) OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5,000 SQUARE SECTION 1905.10.1 5FGRFGATION. CONCRETE SHALL BE DEPOSITED A5 NEARLY AS PRACTICABLE TO -TIO? 1912.1 SCOPE. - »,wew,:.•. FEET (465 MD OF SURFACE AREA FOR SLAGS OR WALLS. ITS FINAL POSITION TO AVOID SEGREGATION DUE TO REHANDLING OR FLOWING. ' IS THE PROVISIONS OF THIS SECTION SHALL GOVERN THESTRENGTH DESIGN OF ANCHORS 6 r NOTE: INSTALLED IN CONI FOR PURPOSES OF TRANSMITTING STRUCTURAL LOADS FROM ONE SECTION 1905.6.22 MINIMUM NUMBER. ON A GIVEN PROJECT, IF THE TOTAL VOLUME OF CONCRETE 15 SECTION 1905J0.2 PLACEMENT TIMING. CONCRETING OPERATIONS SHALL BE CARRIED ON AT SUCH PROTECT TOPS OF EXPOSED REDAR PER 0814A CONNEGTID D SUCH THAT THE FREQUENCY OF TESTING REQUIRED BY SECTION 1905.6.2.1 WOULD PROVIDE LESS THAN A RATE THAT THE CONCRETE 15 AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN SECTION 1901.6.2.2 BENDS AND ENDS, TOLERANCE FOR LONGITUDINAL LOCATION OF BEND$ AND ENDS OF REQUIREMENTS. ELEMrNT tg THE OTHER. HEADED BOLTS, HEADED STUDS AND HOOKED (J. OR L-) BOLTS p °1 9mi O FIVE STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE,TESTS SHALL BE MADE FROM AT LEAST FIVE REINFORCEMENT. REINFORCEMENT 5HALL BE t 2 INCHES (1 51 MM) EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS WHERE THE CAST IN CONCRETE XI Np EXPANSION ANCHORS AND UNDERCUT ANCHORS INSTALLED IN T o RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USD. TOLERANCE SHALL BE 1 1/2 INCH G 12.1 MMI. HARDENED CONCRETE BHA" BE DESIGNED IN ACCORDANCE WITH APPENDIX D OF ACI 318 A5 SECTION 1905.10.3 UNACCEPTABLE CONCRETE CONCRETE THAT HAS PARTIALLY HARDENED OR SEEN MODIFIED BY BFoOTI¢J110A.I,II PROVIDED THEY ARE WITHIN THE SCOPE OF APPENDIX D. SECTION 1905.6.23 SMALL VOLUME. WHEN THE TOTAL VOLUME OF A GIVEN CLASS OF CONCRETE IS LESS CONTAMINATED BY FOREIGN MATERIALS SHALL NOT BE DEPOSITED IN THE STRUCTURE SECTION 190153 WELDED WIRE FABRIC, WELDED WIRE FABRIC WITH WIRE SIZE NOT GREATER THAN W5 OR D5 NOTE: �A' Y USED IN SLABS NOT EXCEEDING 10 FEET(3040 MM) IN SPAN I6 PERMITTED TO BE CURVED FROM A POINT EXCEPTION, WHERE THE DETERMINED CONCRETE NCEli TI STRENGTH -1 TENSION OF A SINGLE THAN 50 CUBIC YARDS f38 M3),STRENGTH TESTS ARE Not REQUIRED WHEN EVIDENCE of SECTION 1905.10.4 RETEMPERING. RETEMPERED CONCRETE OR CONCRETE THAT HAS BEEN REMIXIED AFTER NEAR THE TOP OF THE SLAB OVER THE SUPPORT TO A POINT NEAR THE BOTTOM OF THE SLAB AT FOUNDATION WALLS ARE DESIGNED IN ACCORDANCE WITH TABLE ANCHOR, Nb , U DETERMINED IN ACCORDANCE WITH EQUATION (DTV, THE CONCRETE BREAKOUT F +� SATISFACTORY STRENGTH IS SUBMITTED TO AND APPROVED BY THE CODE ENFORCEMENT OFFICIAL. 1805.5 (11 OF THE NEW YORK 87507E BUILDING CODE STRENGTH REQUIREMENTS OF SECTION 6.2 F SHALL BE CONSIDERED 5271ST) /NEE INITIAL SET SHALL N07 BE USED 4NLE66 APPROVED 8Y 714E REGISTERED DESIGN PROFESSIONAL. MIDSPAN,PROVIDED SUCH REINFORCEMENT IS BiHER CONTINUOUS OVER, OR SECURELY ANCHORED AT WALL HEIGHT . 5'�9° ED B7 THE DESIGN JEFFR uTLER,P.E SUPPORT. u PROCEDURES 25 SECTIONS r6 5.5.2 AND 0,6.2 FOR ANCHORS EXCEEDING 2 INCHES (51 mm) IN SECTION 1905.6.2,4 STRENGTH TEST. A STRENGTH TEST SHALL BE THE AVERAGE OF 714E STRENGTHS OF FOOTING HEIGHT . 1'-3 SECTION 1905.10.5 CONTINUOUS OPERATION, AFTER CONCRETING HAS STARTED, IT SHALL BE CARRIED DIAMETER OR 25 INCHES (635 mrn) TENSILE EMBEDMENT DEPTH, TWO CYLINDERS MADE FROM THE SAME SAMPLE OF CONCRETE AND TESTED AT 28 DAYS OR AT THE TEST ON AS A CONTINUOUS OPERATION UNTIL PLACING OF A PANEL OR SECTION, AS DEFINED BT ITS SECTION 1901.5.4 WELDING, WELDING OF CROSSING BARB SHALL NOT BE PERMITTED FOR A55EM13LY OF BOL CLASS . LOAM, SP AND GW THE STRENGTH DE51I OF LANGHOR5 THAT ARE NOT WITHIN THE SCOPE OF APPENDIX D OF ACI J m AGE DESIGNATED FOR THE DETERMINATION OF F'C. BOUNDARIES OR PREDETERMINED JOINTS, 16 COMPLETED, EXCEPT AS PERMITTED OR PROHIBITED BY REINFORCEMENT UNLESS AUTHORIZER BY THE REGISTERED DESIGN PROFESSIONAL. 318, AND AS AMENI ,ABOVE, SHALL BE IN ACCORDANCE WITH AN APPROVED PROCEDURE. ~ (� SECTION 19C5.6.3 LABORATORY-LURED SPECIMENS. LABORATORY-CURED SPECIMENS SHALL COMPLY SECTION 1906.4. WITH THE PROVISIONS OF SECTION 1905.63.1 THROUGH SECTION 1905.6.3.4. SECTION 19076 SPACING LIMITS FOR REINFORCEMENT. THE CLEAR DISTANCE BETWEEN REINFORCING BARS, iF' _ 1905.8.2 READY-MIXED CONCRETE READY-MIXED CONCRETE BH,m,LL BE MIXED AND DELI JI�ACCORDANCE WITH THE 7 SECTION 190510,6 PLACEMENT IN VERTICAL LIFTS. THE TOP SURFACES OF VERTICALLY FORMED LIIFTS BUNDLED BARS,PRESTRESSING TENDONS AND DUCTS SHALL COMPLY WITH ACI 318, SECTION 1b' REQUIREMENTS OF ASTM G 94 OR ASTM C 686. Y 'r.. : . SHALL BE GENERALLY LEVEL. uir SECTION 1905.6.3.1 SAMPLING. SAMPLES FOR STRENGTH TESTS SHALL BE TAKEN IN ACCORDANCE WITH ASTM G 112, SECTION 1907 7 CONCRETE PROTECTION FOR REINFORCEMENT. THE MINIMUM CONCRETE COVER FOR VF•� XU •' SECTION 1905.10.1 CONSTRUCTION JOINTS, WHEN CONSTRUCTION JOINTS ARE REQUIRED,THEY 614ALL REINFORCEMENT SHALL COMPLY WITH SECTION 1901.1.1 THROUGH RECTION 1907.7.1. ._ LL fa BE MADE IN ACCORDANCE WITH SECTION 1906.4. CONCRETE MIXTURES INY95C - CHAPTER 19 (TABLE 1904.21 CJIMIXEDA 0 LECTION 1905.6, CYLINDERS. CYLINDERS FOR STRENGTH TESTS SHALL BE MOLDED AND SECTION 1901.1.1 CAST-IN-PLACE CONCRETE(NONPRESTRESSED). MINIMUM CONCRETE COVER SHALL BE [n U �! Z � LABORATORY CURED IN ACCORDANCE WITH ASTM G 31 AND TESTED IN ACCORDANCE WITH ASTM C SECTION 1905.10.8 CONSOLIDATION, CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY $UITA5LE PROVIDED FOR REINFORCEMENT IN NONFRESTRE66ED, CAST-IN-PLACE CONCRETE CONSTRUCTION IN MAXIMUM W 'TER � � 39' MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND ACCORDANCE WITH TABLE 1901.1.1. NOMINAL .A- MAXIMUM WATER w W 0 CLASS APPLICATION EXPOSURE TTc MAXIMUM AIR CONTENT CEMENTITIpUS CEMENTITIOUS SOLUBLE CHLORIDE ICON Q a Q QT n ~ a a EMBEDDED FIXTURES AND INTO CORNERS OF THE FORMS. ADMIXTURES Y SECTION 19056.3.3 ACCEPTANCE OF RESULTS, THE STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF AGGREGATE SIZE n MATERIAL RATIO MATERIALS (OI-) IN CONCRETE, 5Y CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE FOLLOWING REQUIREMENTS ARE MET: SECTION 190511 CURING. THE CURING OP CONCRETE 6NALL BE IN ACCORDANCE WITH SECTION 1905.11.1 BY WEIGHT WEIGHT OF CEMENT Q In a 0- I. ElFRY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS F'C. THR000N SECTION 1905.11.3. TABLE 1901.1.1 MINIMUM CONCRETE COVER FRE B77E/THAW, LIMITS ON Qt Z 0 I, : HYDRAULIC SECTION 1905,11.1 REGULAR. CONCRETE(OTHER THAN HIGH-EARLY-STRENGTH)SHALL BE MAINTAINED BLABS ON DEICING z CEMENT 3 NO CALCIUM Z 0 'd nT 2, NO INDIVIDUAL STRENGTH TEST (AVERAGE OF TWO CYLINDERS)FALLS BELOW FC BY MORE THAN ABOVE 50 F 60 C) AND IN A MOIST CONDITION FOR AT LEAST 714E FIRST SEVEN PAYS AFTER MINIMUM 3 GRADE CHEMICALS, 3.500 1-1/2" 5-I/2 % 0.45 CHLORIDE 0.15 Q O N1 0 500 P51 5AS MPA). PLACEMENT, EXCEPT WHEN CURED IN ACCORDANCE WITH 8EC71ON 1905.11.3. COVER SULFATE FBI ADMIXTURES � � • 0 � CONCRETE EXPOSURE INCHES (SEVERE) LIMITS ON FLY F •�1 SECTION 1905,6.3.4 CORRECTION, IF EITHER OF THE REQUIREMENT5 OF SECTION 1905.63.3 ARE NOT MET, SECTION 1905.11.2 HIGH-EARLY-StRENGTH. HIGH•EARLT•SiRENGTH CONCRETE SHALL BE MAINTAINED ASH, SLAG, AND 4 STEPS SHALL BE TAKEN TO INCREASE THE AVERAGE OF 6I55EQUENi STRENGTH TEST RESULTS. THE ABOVE 50 F (10 W AND IN A M018T CONDITION FOR AT LEAST THE FIRST THREE DAYS, EXCEPT WHEN SILICA FUME r[T�] _ REQUIREMENTS OF SECTION 1905.6.5 5HALL BE OBSERVED IF THE REQUIREMENT OF SECTION 1905.6.3$ CURED IN ACCORDANCE WITH SECTION 1905.113 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED � �`� V O 0 ITEM 2 IS NOT MET. FREEEZE/THAW, LIMITS ON j J t1j j TO EARTH 3 -a -Rrn,q HYDRAULIC N SECTION 1905.113 ACCELERATED CURING. ACCELERATED CURING OF CONCRETE SHALL COMPLY WITH ACI DEICING 2 - ; .E CEMENT 3 NO CALCIUM Q' LL SECTION 1905.6.4 FIELD-G1RED SPECIMENS. FIELD-CURED SPECIMENS SHALL COMPLY WITH THE 318, SECTION 5,11.3. 2. CONCRETE EXPOSED TO EARTH OR WEATHER 3 FOUNDATION 3,000 1_ : CHEMICALS, I/2' 5-1/2 % 0.45 CHLORIDE 0.15 a 0 PROV151ON6 OF SECTION 1905.6.4.1 THROUGH SECTION 1905.6.4.4. NO. 6 THROUGH NO. IB BAR 2 WALLS SULFATE PBI Tri � , �. LIMITS ON FLY ADMIXTURES � SECTION 190512 COLD WEATHER REQUIREMENTS. CONCRETE THAT 16 TO BE PLACED DURING FREEZING OR NO, 5 BAR, W31 OR D31 WIRE, AND BMALLER HV2 (SEVERE) y ASH, SLAG, AND F 0 SECTION 1905.&A.l WHEN REQUIRED, WHERE REQUIRED BT THE CODE ENFORCEMENT OFFICIAL, THE HEAR-FREEZING WEATHER SHALL COMPLY WITH THE FOLLOWING: $ RESULTS OF 5TRENG7H TESTS OF CYLINDERS CURED UNDER FIELD CONDITIONS SHALL BE PROVIDED. LIMIT Z ti a FUME 4 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT _ . pL� 0 m W I. ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING WITH GROUND FOOTINGS SULFATE 3.500 2 LIMITS ON NO CALCIUM 0 0 Q SECTION 1905.6,4.2 CURING, FIELD-CURED CYLINDERS SHALL BE CURED UNDER FIELD CONDITIONS IN CONCRETE DURING FREEZING OR NEAR-FREEZING WEATHER. BLABS, WALLS, JOISTS: 4 (SEVERE) PBI I-I/2'I 5-1/2 % 0,45 HYDRAULIC CHLORIDE 0.15 -) Q ACCORDANCE WITH ASTM C 31. NO. 14 AND NO, 18 BARE CEMENT 3 ADMIXTURES 2. CONCRETE MATERIALS AND REINFORCEMENT, FORMS,FILLERS AND GROUND WITH WHICH CONCRETE NO. II BAR AND SMALLER 3/4 PAGE: I5 TO COME IN CONTACT SHALL BE FREE FROM FROM. BEAMS, COLUMNS: I. A SMALLER NOMINAL MAXIMUM AGGREGATE SIZE MAY BE UISID AT THE DISCRETION OF THE CONTRACTOR, INSTALLER AND MANUFACTURER. FROM T 19SAME ,3 SAMPLING, FIELD-CURED TEST CYLINDERS SHALL 8E MOLDED Ai THE 550 E TI E D PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1-1/2 2 AIR CONTENT INDICATED INT EH TABLE 15 FOR CONCRETE WIRTH MATCHING NOMINAL MAXIMUM AGGREGATE SIZE INDICATED, IF SMALLER FROM THE SAME SAMPLES 506 LABORATORY-CURED TEST CYLINDERS. 3, FROZEN MATERIALS OR MATERIALS CONTAINING ICE SHALL NOT BE USED, SHELLS, FOLDED PLATE MEMBERS: MAXIMUM AGGREGATE SIZE IS SHALL AIR CONTENT SHA _ BE ADJUSTED UPWARDS IN ACCORDANCE WITH ACI 318 TABLE 4.2.1. SECTION 1905.6.4.4 CORRECTION. PROCEDURES FOR PROTECTING AND CURING CONCRETE SHALL BE NO, 6 BAR AND LARGER 3/4 3. HYDRAULIC CEMENT: ASTM C 150 TYPE V. IMPROVED WHEN THE STRENGTH OF FIFLD-CURED CYLINDERS AT THE TEST AGE DESIGNATED FOR $.FC71ON 1505,13 HOT WEATHER REQUIREMENTS. DURING HOT WEATHER, PROPER ATTENTION SHALL BE NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER I/2 41 LIMITS ON THE AMOUNT OF FLY ASH, SLAG, AND SILICA FUME: BY MASS OF TOTAL G$MENTiTl0�16 MATE IAL a DETERMINATION OF FC 15 LESS THAN 05 PERCENT OF THAT OF COMPANION LABORATORY-CURED GIVEN TO INGREDIENTS,PRODUCTION METHODS, HANDLING,PLACING, PROTECTION AND CURING TO A, FLY ASH: MAXIMUM 25% CYLINDERS, THE 85 PERCENT LIMITATION SHALL NOT APPLY IF THE FIELD-CURED STRENGTH EXCEEDS PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT COULD IMPAIR THE FOR 81, 1 INCH . 25.4 MM, B. SLAG: MAXIMUM 50% 1 8 1 1 p F'C 51' MORE THAN 500 P51 (3.45 MPA), REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER OR STRUCTURE G, ,SILICA FUME: MAXIMUM 10% - ,, i D. TOTAL OF FLY ASH, SLAG, AND SILICA FUME: MAIXIMUM 5096 :eornm . m E. TOTAL OF FLY ASH AND SILICA FUME: MAXIMUM 35% O THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTAND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICHTHEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBRED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TIRE 70 THESE PIANS SHELL REMAIN WITH THE ARCHITECT.VISUALCONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE FESTRICTIONS. 43 FINISH NOTES: COMPACTED BACKFILL 1604.3.5 ALUMINUM, THE DEFLECTION OF ALUMINUM STRUCTURAL SHALL COMPLY WITH SECTION 1803 OF B.C.N,Y, + AS NOTED BELOW MEMBERS SHALL NOT EXCEED THAT PERMITTED BY AA ADM I. Z 1 SECTION end 5 - INTERIOR F OR FINISH REQUIREMENTS- IN ALL SOIL TESTING, SOIL CLASSIFICATION AND BEARING CAPACITIES, FOOTING AND FOUNDATION DE51GN SHALL BE IN WIN 120 H EXP. 'B' ENCLOSED PER FIGURE 1609 OGCUPANOIE5, INTERIOR FLOOR FINISH IN VERTICAL EXITS, EXIT ACCORDANCE WITH N.Y,B. BUILDING CODE CHAPTER Ie, NOTE, TOTAL AREA OF OPENINGS ON THE BUILDING 1604.3.6 LIMITS. DEFLECTION OF STRUCTURAL MEMBERS 9 PASSAGEWAYS, EXIT ACCE55 CORRIDORS, AND ROOMS OR SPACES ENVELOPE (WALLS AND ROOF AREA) IS 1-E88 THAN 10% OF OVER SPAN, L SHALL NOT EXCEED THAT PERMITTED BY NOT SEPARATED FROM EXIT ACCESS CORRIDORS BY FULL-HEIGHTA. MATERIALS THE TOTAL AREA (ACTUAL - 4.9x)- BUILDING 15 DESIGNED TABLE-I[04'3 W PARTITIONS EXTENDING FROM THE FLOOR TO THE UNDERSIDE OF AS AN ENCLOSED STRUCTURE 2 THE CEILING SHALL WITHSTAND A MINIMUM CRITICAL RADIANT FLUX I. FILL AND BACKFILL MATERIAL OBTAINED FROM ON-51TE CUTTING OR EXCAVATION OR SOURCES LOCATED AWAY -- J- -e Is AS SPECIFIED IN SECTION 804.5.1. FROM THE CONSTRUCTION SITE (BORROWED) SHALL BE CLEAN SAND, GRAVEL, EARTH OR A MIXTURE OF THESE DESIGN WIND PRESSURE PER ASCE 1-2002, CON6TRUGTION L S OR W D + L 0 CONTAINING NO ORGANIC MATTER WITH A MAXIMUM SIZE OF 411, SECT. 6,5 'R SECTION 804-5.1 MINIMUM CRITICAL RADIANT FI 7x- INTERIOR FLOOR ROOF UPLIFT = BEE DWG A-3.2A ROOF MEMBERS: O FINISH IN VERTICAL EXITS, EXIT PASSAGEWAYS AND EXIT ACCESSMEMBERS SUPPORTING MASONRY L/600 - 2. COMPACTED FILL UNDER BLAB ON GRADE SHALL BE WELL GRADED SAND OR 'BANK RUN'. GRAVEL FROM SITE OR COMPONENTS + CLADDING PER ASCE 1-2002, Z CORRIDORS SHALL NOT BE LESS THAN CLASS I IN GROUPS 1-2 ANDSUPPORTING PLASTER CEILING 1-/360 L/360 L/240 a SOURCE APPROVED BY THE SOILS ENGINEER AND APPROVED AS SUITABLE MATERIAL FOR THE PURPOSE OF SEC, 6,5, SEE DWG A-3.2A O 1-3 AND NOT LESS THAN CLASS II IN GROUPS A, B, E, H, 1-4, M, R-1, R-2, SUPPORTING THE SLAB ON GRADE. MINIMUM BEARING CAPACITY TO BE 2 TONS PER SQUARE FOOT + 3 TON PER SUPPORTING ING CEILINGTER CEILING L/360 L/360 1-/240 f AND S. IN ALL OTHER AREAS, THE INTERIOR FL. FINISH SHALL SQUARE FOOT FOR FOOTINGS, NON SUPPORTING CEILING L/ISO L/ISO L/120 COMPLY W/ THE DOC FF-I "PILL TEST" (CPSC I6 CPR 1630). BUILDING CLA581FICATION = PER TABLE 1604.5 (L m B. COMPACTED BACKFILL CATEGORY . 1 IMPORTANCE FCTR EXT. WALLS 1 INT. PARTITION$ W m w SEISMIC FACTOR IE . I WITH BRITTLE FINISHES L/600t EXCEPTION: WHERE A BUILDING 15 EQUIPPED THROUGHOUT WITH AN - L O F AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION SNOW FACTOR 15 = I WITH FLEXIBLE FINISHES - L/120 I. PROMPTLY BACKFILL EXCAVATIONS AS WORK PERMITS, BUT NOT BEFORE CONCRETE WALLS AND FOOTINGS HAVE � U5U 903.3.1,), CLASS 11 MATERIALS ARE PERMITTED IN ANY AREA WHERE ATTAINED FULL DESIGN STRENGTH AND PIPING AND OTHER ITEMS BELOW BACKFILL HAVE BEEN TESTED AND APPROVED. WIND FACTOR IW . 1 CLASS I MATERIALS ARE REQUIRED AND MATERIALS COMPLYING 605.3 LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN. Q, WITH DOC FF-I "PILL TEST" (CPSC 16 CFR 1630) ARE PERMITTED IN 2. BACKFILL AND FILL t0 NEW SURFACE GRADES AS REQUIRED. IF SUFFICIENT SOUND AND APPROVED FILL MATERIALS GROUND SNOW LOAD = 45 P5F PER FIGURE 1608,2 m ' 1605.3.1 BASIC LOAD COMBINATIONS. m ANY AREA WHERE CLA65 11 MATERIALS ARE REQUIRED, BCNY SNOW LOAD FACTORS ti0 ARE NOT ON HAND TO COMPLETE FILLING OPERATIONS TO REQUIRED GRADES, PROVIDE SAME. WHERE ALLOWABLE STRESS DESIGN (WORKING 57RE89 DESIGN) AS PERMITTED i v Q E EXPOSURE (Cr) TABLE 1608.1 BY THIS CODE, 15 USED, STRUCTURES AND PORTIONS THEREOF SHALL RESIST ,°-, O O Jr. CFR 1630 - STANDARD FOR THE SURFACE FLAMMABILITY OF 3. FILL SHALL BE CONSIDERED AS SATISFACTORY BEARING MATERIAL, THEN PLACED IN ACCORDANCE WITH THE THERMAL (CT) TABLE 1608.3.2 THE MOST CRITICAL EFFECTS RESULTING FROM THE FOLLOWING COMBINATIONS, CARPETS 1 RUGS (FF 1-10) FOLLOWING PROCEDURE: IMPORTANCE O TABLE 1604.5 COMBINATIONS OF LOADS: -' SUBPART A - THE STANDARD A! BEFORE PLACEMENT OF FILL THE EXISTING GROUND SURFACE SHALL BE STRIPPED OF ALL ORGANIC GROWTH, WOOD, DESIGN SNOW LOAD = PF - .l(CEXCTX) PG D 18 PSP (FORMULA 16-1) RUBBISH, DEBRIS AND OTHER DELETERIOUS OR UNSUITABLE MATERIALS, AFTER STRIPPING, THE GROUND SURFACE PER ASCE 1.98 SECTION 7.3,1.4,7.5,'7.6 . 71.1 D + L 18 . 20 . 38 PSF (FORMULA 16.8) BECTION 1630-1 OFFNITIONS. IN ADDITION TO THE DEFINITIONS GIVEN SHOULD BE COMPACTED TO THE DENSITY DESCRIBED BELOW, . ,1 (IXIXIX45) . 31.5 POP D + L . 8 18 + 32 = 50 PSF (CONTROLS) (FORMULA 16-97 IN SECTION 2 OF THE FLAMMABLE FABRICS ACT, AS AMENDED (SEC. I, USE 32 PSF P + W + S 18 + (-11.52) a 32 = 32.48 PSF (FORMULA I6-10) SI STAT. 568: 15 U.S.C. 119), AND THE PROCEDURES UNDER THAT ACT 5) MATERIALS FOR FILL SHALL CONSIST OF CLEAN GRANULAR SOIL CONTAINING NO DELETERIOUS MATTER, IT SHALL 6D . W 0.6D + 34.16K (FORMULA 16-11) FOR SETTING STANDARDS (PART 1601 OF THIS CHAPTER), THE CONTAIN NO PARTICLES EXCEEDING 4" IN ITS LARGEST DIMENSION, BE WELL GRADED AND CONTAIN NO MORE THAN 12% ROOF DEAD LOAD . 18 PSF toltLe'+ CITE 0.6D . 16.475K (CONTROLS) (FORMULA 16.12) FOLLOWING DEFINITION5 APPLY FOR THE PURPOSES OF THIS BY WEIGHT OF MATERIAL PASSING THE NUMBER 200 SIEVE - --- BTANgARD, TOTAL . 50 PSF 1605.4 SPECIAL SEISMIC LOAD COMBINATIONS OF EI C) FILL SHALL BE PLACED AND COMPACTED At ITS OPTIMUM MOISTURE CONTENT, IN UNIFORM LAYERS NOT GREATER FLOOR LOADING (SLAB ON GROUND) 1.2D + FL + EM . 91.413 (CONTROLS) !FORMULA W-197 SECTION 16 ) ACCEPTANCE CRITERION MEANS THAT AT LEAST THAN ONE FOOT THICK AND EACH LAYER SHALL BE COMPACTED TO A DENSITY OF 98% OF ITS MAXIMUM DENSITY AT LL . 125 PSF PER TABLE 16011 0,9D + EM . 91409 (FORMULA I6-20) SEVEN OUT OF EIGHT INDIVIDUAL SPECIMENS OF A GIVEN CARPET OR FOOTINGS . S5% OF ITS MAXIMUM DENSITY AT 61-ABS AS DETERMINED BY ASTM DI557 (MODIFIED PROTOR DENSITY) RUG SHALL MEET THE TEST CRITERION AS DEFINED IN THIS FIELD DENSITY SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS MADE IN ACCORDANCE WITH ASTM DI556 (BAND CONE / STANDARD. METHOD). FILL SHALL NOT BE PLACED WHEN FROZEN OR ON FROZEN SUBGRADE. .1(1) TEST CRITERION MEANS THE BASIS FOR JUDGING (TABLE VERIFICATION SECTION 1630 \ - DJ COMPACTED FILL OPERATIONS SHALL BE CONTINUOUSLY INSPECTED BY A 8011-8 ENGINEER. , WHETHER OR NOT A SINGLE SPECIMEN OF CARPET OR RUG HAS PASSED THE TEST, I.E., THE CHARRED PORTION OF A TESTEDREFERENCED SPECIMEN SHALL NOT EXTEND TO WITHIN 2.54 CM, (LO IN.) OF THE VERIFICATION AND INSPECTION CONT, PERIODIC REFERENCED STANDARD REFERENCED EDGE OF THE HOLE IN THE FLATTENING FRAME AT ANY POINT, I. INSPECTION OF REINFORCING STEEL., INCLUDING X ACI 318: 1903.6, 1901.1, SECTION 16392.1! ) CARPET MEANS ANY TYPE OF FINISHED PRODUCT el 1 OWdSL DEFLI=TION OF bTR)CIURAL MEMBERS ' PRESTRESSING TENDONS, AND PLACEMENT. 3.5, 7.1- 11 1901.1, 1914.4 MADE IN WHOLE OR IN PART OF FABRIC OR RELATED MATERIAL AND ALLOWABLE AWS DI.4 INTENDED FOR USE OR WHICH MAY REASONABLY BE EXPECTED TO STRUCTURAL MEMBER DEFLECTION 2. INSPECTION OF REINFORCING STEEL WELDING IN 1903.5.2 r BE USED AS A FLOOR COVERING WHICH IB EXPOSED TO 'TRAFFIC IN ACCORDANCE WITH TABLE 11043, ITEM 55. ACI 318: 3.5.2 �J In m 1-/180 HOME5, OFFICES, OR OTHER PLACES OF ASSEMBLY OR RAFTERS HAVING SLOPES GREATER m ACCOMMODATION, AND WHICH MAY OR MAY NOT BE FASTENED TO THAN 3 / 12 WITH NO FINISHED CEILING 3. INSPECT BOLTS TO BE INSTALLED IIN CONCRETE X 1912.5 ATTACHED 70 RAFTERS PRIOR t0 AND DURING PLACEMENT OF CONCRETE W r THE FLOOR BY MECHANICAL MEANS SUCH AS NAILS, TACKS, BARBS, WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. STAPLES, ADHESIVES, AND WHICH HAS ONE DIMENSION GREATER ROOF TRUSSES 1-/360 THAN 1.03 M. (6 FT.) A140 A SURFACE AREA GREATER THAN 2.23 M.2 (24 4. VERIFYING USE OF REQUIRED DESIGN UNIT. X ACI 318: 1904, 1905.214, 80. FT.). PRODUCTS SUCH AS "CARPET SQUARES", WITH ONE INTERIOR WALLS AND PARTITIONS H/180 CHA 5.2-5.4 1914.213 m )- DIMENSION LESS THAN 1.83 M. (6 FT.) AND A SURFACE AREA LEBBW''II X THAN 2.23 M.2 (24 50. FT.), BUT INTENDED TO BE ASSEMBLED UPON FLOORS AND PLASTER CEILINGS L/360 5, AT THE TIME FRESH CONCRETE 15 SAMPLED TO X- _ A6TM C 112 1906.6, 1914.10 S Ul LL INSTALLATION INTO ASSEMBLIES WHICH MAY HAVE ONE DIMENSION FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM G 31 x Z GREATER THAN 1.83 M, (6 FT.) AND A SURFACE AREA GREATER THAN ALL STRUCTURAL MEMBERS L/240 SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE ACT 318: 5.6, 2.23 M.2 (24 50. FT.), ARE INCLUDED IN THIS DEFINITION. MATS, HIDES TEMPERATURE OF THE CONCRETE, 5.8 WITH NATURAL OR SYNTHETIC FIBERS, AND OTHER 61MILAR EXTERIOR WALL WITH PLASTER OR H/360 PRODUCTS IN THE ABOVE, DEFINED DIMEN610V ARE INCLUDED IN STUCCO FINISH 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT X ACI 318: 1905.9 1 10, � (�, UI 0 T14I8 DEFINITION, BUT RESILIENT FLOOR COVERIIR.!GS SUCH AS FOR PROPER APPLICATION TECHNIQUES. 5.S, 5.10 1914.6, 1 / B LINOLEUM, ASPHALT TILE AND VINYL TILE ARE NOT. EXTERIOR WALLS - WIND LOADS 1-/240 WITH BRITTLE FINISHES . 1. INSPECTION FOR MAINTENANCE OF SPECIFIED -' X ACI 318, 1906,11, 1905.13, N hl SECTION 1630 VD) RUG MEANS THE SAME AS CARPET 1 SHALL BE CURING TEMPERATURE AND TECHNIQUES. - 5.11-5.13 1914,9 Q ACCEPTED AS INTERCHANGEABLE. EXTERIOR WALLS - WIND LOADS L/120 WITH FLEXIBLE FINISHES SECTION 1630.1(E) TRAFFIC SURFACE MEANS A SURFACE OF A CARPET OR RUG WHICH 16 INTENDED TO BE WALKED UPON. NOTE: L . SPAN LENGTH, H . SPAN HEIGHT 4. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS (TABLE 1104.3) - SECTION N 1630yF) TIMED BURNING TABLET (PILL) MEANS THE 0,1 TIMED THE COMPONENT AND CLADDING LOADS FOR THE RWM VERIFICATION 4 INSPECTION OF STEEI CONSTRUCTION - METHENAMINE TABLET, WEIGHING APPROXIMATELY 0.149 GRAM (2.30 PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. - GRAINS), 601-D AS PRODUCT NO. 1558 IN CATALOG NO, 19, �� DECEMBER I, 1969, BY THE ELI LILLY COMPANY OF INDIANAPOLIS, VERIFICATION AND INSPECTION Con ,PERIODIC REFERENCED INFFR STANDARD REFERENCED IND, 46206, OR AN EQUAL TABLET. 1, MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, "X APPLICABLE ASTM NUTS AND WASHERS: - MAT'L SPEC$. SECTION 1630.1(G) FIRE-RETARDANT TREATMENT MEANS ANY A. IDENTIFICATION MARKING TO CONFORM TO ASTM - AISC A8D, PROCESS TO WHICH A CARPET OR RUG HAS BEEN EXPOSED WHICH STANDARDS SPECIFIED IN THE APPROVED '�" SEC. A3.4 _ SIGNIFICANTLY DECREASES THE FLAMMABILITY OF THAT CARPET OR CONSTRUCTION DOCUMENTS. - -- AISC LRFD: RUG AND ENA5LES IT TO MEET THE ACCEPTANCE CRITERION OF THIS B. MANUFACTURERS CERTIFICATE OF COMPLIANCE REQUIRED. SEG. A3.3 a• STANDARD. `N may. V'� ✓ ,a^r�-D na v23n v SnOPE AND APPLICATION, 2. INSPECTION OF HIGH-STRENGTH BOLTING: AISC LRFD: 1104,3.3 'T A. BEARING - TYPE CONSTRUCTION X SEG. M2.5 1. NGI`1�EP SECTION 1630.2(A) THIS STANDARD PROVIDES A TEST METHOD TO B. BLIP-CRITICAL CONNECTIONS DETERMINE THE SURFACE FLAMMABILITY OF CARPETS AND RUGS JEFFRET T. BUTLER.P.E.3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: ASTM A 6 OR 1108.4 - WHEN EXPOSED TO A STANDARD SMALL SOURCE OF IGNITION UNDER A. IDENTIFICATIONMARKING TO CONFORM TO ASTM ASTM A 568 m CAREFULLY PRESCRIBED DRAFT PROTECTED CONDITIONS. IT IS STANDARDSSSPECIFIED IN THE APPROVED CONSTRUCTION O F APPLICABLE TO ALL TYPES OF CARPETS AND RUGS USED AS Q FLOOR COVERING MATERIALS REGARDLESS OF THEIR METHOD OF 5. MANUFACCUMENTS,TURERS ASTM A 6 OR FABRICATION OR WHETHER THEY ARE MADE OF NATURAL OR B. MANUFACTURERS CERTIFICATE OF MILL TEST REPORTS, c ASTM A 568 SYNTHETIC FIBERS OR FILMS, OR COMBINATIONS OF OR 7 SU56TITUTES FOR THESE. 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: MI - AI5C. ABC: SEC, - A. IDENTIFICATION MARKING TO CONFORM TO ASTM A3,6 AIBC LRFD: LL �- SECTION 1630.2(5) ONE OF A KIND, CARPET OR RUG, SUCH AS AN +, ANTIQUE, AN ORIENTAL, OR A HIDE, MAY BE EXCLUDED FROM TESTING STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION BEG, A3.5 0 UNDER THIS STANDARD PURSUANT TO CONDITIONS ESTABLISHED BY DOCUMENTS. VI _ m p B. MANUFACTURERS CERTIFICATE OF (COMPLIANCE REQUIRED. ��VJJ n' D THE CONSUMER PRODUCT SAFETY COMMISSION, N 0 SECTION 1630 3 GENERA REQUIREMENTS B. INSPECTION OF WELDING: O Q Q T 4 O Q SECTION 1630.3(A) SUMMARY OF TEST METHOD, THIS METHOD A. STRUCTURAL STEEL: Rrrr�, I. COMPLETE AND PARTIAL PENETRATION V Q Q Q O } i INVOLVES THE EXPOSURE OF EACH OF EIGHT CONDITIONED, GROOVE WELDS. X � R/ Z O REPLICATE SPECIMENS OF A GIVEN CARPET OR RUG TO A 2, MULTIPABB FILLET WELDS AWS DLI 1104.3.1 STANDARD IGNITING SOURCE IN A DRAFT-PROTECTED ENVIRONMENT, 3. SINGLE PASS FILLET WELDS > 546" )ST, F AND MEASUREMENT OF THE PROXIMITY OF THE CHARRED PORTION X TO THE EDGE OF THE HOLE IN THE PRESCRIBED FLATTENING FRAME 4. SINGLE PASS PILLET WELDS < OrF = 5/16" 5. FLOOR AND DECK WELDS X X F-4l � 7 B. REINFORCING STEEL, X SECTION I630.�/B) TEST CRITERION, A SPECIMEN PASSES THE TEST IF b DL3 I--I 4 Y r- THE CHARRED PORTION DOES NOT EXTEND TO WITHIN 2.54 GM. MO I. VERIFICATION OCHER N ASTM A 706 WELDABILITY OF REINFORCING STEEL io Q O IN-) OF THE EDGE OF THE HOLE IN THE FLATTENING FRAME AT ANY REINFORCING - V n O STEEL-RESISTING FLEXURAL AND AXIAL _ I-i N U- 2. POINT. FORCES IN INTERMEDIATE AND SPHCIAL MOMENT FRAMES, AWS DL4 1903.5,2 I--/ SECTION 1630.3(C) ACCEPTANCE CRITERION. AT LEAST SEVEN OF THE AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED AGI 318: 3.5.2 Q O CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT. EIGHT SPECIMENS SHALL MEET THE TEST CRITERION IN ORDER TO F-� 3. SHEAR REINFORCEMENT •' CONFORM WITH iHl6 STANDARD. F- 4. OTHER REINFORCING STEEL. X O X Z Z W 6. INSPECTION OF STEEL FRAME JOINV DETAILS FOR .x X L) 0 Q COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: A A. DETAILS SUCH AS BRACING AND SITIFFENING 5. MEMBER LOCATIONS 1104.3.2 PAGE: C, APPLICATION OF JOINT DETAILS ATT EACH CONNECTION. 75 NOTE -- t T-092 ALL INSPECTORS + INSPECTIONS ARE TO BE HIRED BY AND PAID FOR BY OWNER. - THE ARCHITECT / ENGINEER 16 NOT RETAINED FOR INSPECTIONS. a + i a THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBUCAT10N BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 306 -KNEE AND TOE CLEARANCE CHAPTER 4.-ACCE581BLE ROUTES 403.5.1 CLEAR WIDTH AT TURN. 404.2.4.2 SLIDING AND FOLDING DOORS. BUILDING CODE OF N.Y.S. WHERE AN ACCESSIBLE FLOUTS MAKER A LBO DEGREE TURN AROUND AN OBJfECT U4NOH IB LESS THAN 4B INONEO SLIDING DOORS AND FOLDING DOORS SHALT-HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.4.2. CHAPTER It-ACOEBOBILMY 30b,1 GENERAL. L 4ERE SPACE BENEATH AN ELEMENT 15 INCLUDED AS PART OF CLEAR FLOOR OR 401-GENERAL (1720 MM)WIDE,CLEAR WIDTHS SHALL BE 42 NCHEB(1065 MM)MINIMUM APPROACHING THE TURN,48 INCHES TABLE 404.24.2 GROUND SPACE AT AN ELEMENT,CLEARANCE 307 AN ELEMENT,OR A WHEELCHAIR TURNING SPACE, (1220 MM)MINIMUM C WRING THE NRH,AND 42 INCHES(1065 MM)MINIMUM LEAVING THE TURN. MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS SECTION 1101-GENERAL 1101.1 SCOPE THE PROVISIONS OF THIS CHAPTER AND APPENDIX E SHALL CONTROL 114E THE SPACE SHALL COMPLY WITH SECTION 306. ADDITIONAL SPACE BEYOND KNEE AND TOE ACC SCOPE aPPROACH DIRECTION MINIMUM cLEaRI310Es DESIGN AND CONSTRUCTION OF FACILITIES FOR ACCESSIBILITY TO PHYSICAL DISABLED PERSONS. CLEARANCE SHALL BE PERMITTED BENEATH ELEMENTS. ACCESSIBLE ROUTER REWIRED BY 114E SCOPING PROVISIONS ADOPTED BY THE 9 ADMINISTRATIVE AUTHORITT SHALL COMPLY i THE APPLICABLE PROVISIONS OF E _ PERP BdDIUILAR PARAII.EL To 306.2 TOE CLEARANCE T146 CHAPTER. TO DOOR DOOR 1101.2 DESIGN BUILDINGS AND FACILITIES SHALL BE DE5I6NED AND CONSTRUCTED TO BE FROM FRONT 4e M n22p nn) O IN 10m) ACCEE65LE N ACCORDANCE WITH TH15 CODE AND ICC/AN6 A111.1 402-ACCESSIBLE ROUTES p GENERAL z FROM HINGE SIDE 41 IN(1066 M B EO n ,SEE 2 DTE i \ SROM LATCH BIDE a IN(065 M 2.r 6N(To M) SEE 1 ore 2 303-CHANGES IN LEVEL 303.1 GENERAL. CHANGES IN LEVEL IN FLOOR OR GROUND SURFACES SHALL ACCE018LE ROUTES SHALL COMPLY WITH SECTION 402, 0 •✓ I M"Wwlfn�2 a"it Ircluck NII width or doonC COMPLY WITH SECTION 303. \�a 2 From U» I In MAIDS ww rd the 2pProeoh dlwtlon M 402,2 COMPONENTS, 54 MIN. 303,2 VERTICAL ACCES515LE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING Z \ l CHANGES IN LEVEL OF 1/4"(6 I HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL COMPONENTS: 3 FIG. 403.5.1 k-� O " \ CLEAR WIDTH AT TURN � - ' `_jh WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20,DOORWAYS, '- RAMPS,CURB RAMPS, ELEVATORS,AND WHEELCHAR(PLATFORM)L1FT8,ALL COMPONENTS OF AN A.CCEeIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE ru PORTIONS OF THIS STANDARD. m Z w FIG.306.2 403 -WALKING SURFACES 0 OIWVIIF (A) d� (B) 11T1TTTTTI� FIG. 3032 IT min TOE CLEARANCE 0 U VERTICAL CHANGES IN LEVEL 403.1 GENERAL a IX r WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL 303.3 BEVELED, COMPLY WITH SECTION 403. 42 min 42 MIN CHANGES IN LEVEL BETWEEN 1/4"(6 MM)HIGH MINIMUM AND 1/2"(B MM)HIGH MAXIMUM SHALL BE BEVELED O -� 24 MIN. WITH A SLOPE NOT STEEPER THAN 1:2. 306.2.1 GENERAL 403.2 FLOOR OR GROUND SURFACE z .T 'q x(� v SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES (230 MM) - - - - FLOOR OR GROUND SURFACES SHALL(AMPLY WITH SECTION 302 „°-, O O mm_- 2 ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE AND SHALL COMPLY WITH 403.3 SLOPE 0 LL 403.5,2 PASSING SPACE (C) C I SECTION 306.2 AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INC44EB (1525 MM)SHALL PROVIDE PASSING SPACES FIG, 404.24.2 THE RUNNING SLOPE F WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. AT INTERVALS OF 200 FEET(SIM)MAXIMUM. THESE PASSING SPACES SHALL BE EITHER A 60 INCH(1525 MM)BY 60 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS 306.22 MAXIMUM DEPTH. THE CR088 SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:40. INCH(1525 MM)MINIMUM 6PACE,OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-64APED __ TOE CLEARANCE SHALL BE PERMITTED TO EMEND 25 INCHES (635 MMl MAXIMUM UNDER AN CHAT GS IN LE IN LEVEL TURNING SPACE COMPLYING WITH SECTION 304, 404.2.4.3 DOORWAYS WITHOUT DOORS. 3005ELEMENT. CHANGES A LEVEL SHALL COMPLY WITH RECTION 303. DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES(915 MM)WIDE SHALL HAVE MANEUVERING CLEARANCES FIG. 303.3 WHERE MAINTAIN DEPTH. - 404-DOORS AND DOORWAYS BEVELED CHANGE& IN LEVEL 403.5 CLEAR WIDTH, i COMPLYING WITH TABLE 404.2.4.3. WHERE TOE CLEARANCE 18 RC-GtlUIRED AT AN ELEMENT 305 PART OF A CLEAR FLOOR OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 403.5. 404.1 GENERAL TABLE 404.2.4.3 303.4 RAMPED. GROUND SPACE,THE TOE CLEARANCE SHALL EXTEND 11 INCHES(430 MMI MINIMUM `•' ' DOORS 4 DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY W)SECTION 404, MANEUVERING CLEARANCE$FOR DOORWAYS WITHOUT DOORS CHANGES N LEVEL GREATER THAN 1/2' (13 MM)SHALL 0E RAMPED AND SHALL COMPLY WITH SECTION 405 BENEATH THE ELEMENT. TABLE 403,5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 404,7 MANUAL DOORS, APPROACH DIRECTION MINIMUM CLEARENccED OR 406, 306.2.4 ADDITIONAL CLEARANCE. MANUAL DOORS AND DOORWAYS,AND MANUAL GATES, INCLUDING TICKET GATES,SHALL COMPLY WITH PERPENDICLLAR TO DOOR 304-WHEELCHAIR TURNING SPACE SPACE EMENDING GREATER THAN 6 INCHES (150 MIM)BEYOND THE AVAILABLE KNEE SEGMENT LENGTH MINIMUM SEGMENT WIDTH (BEE NOTE U CLEARANCE Ai 9 INCHES(2250 MM)ABOVE THE FLOIOR OR GROUND SHALL NOT BE 24 INCHES(610 MM) 32 INCHES 1815 MM) 24 INCHES(610 MM) 36 INCHES 1915 MM) THE REQUIREMENTS OF SECTIONS 404.21 THROUGH 404,2-IL FROM FROM MIN(Lam em/ ) i ERmn BIDE a M rate mu 304.1 GENERAL A WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304, INCLUDED IN TOE CLEARANCE 404.21 REVOLVING DOORS AND TURNSTILES, I. MANEUVERING SPACE SHALL INCLUDE ROLL WIDTH OF DOORWAY, I. CONSECUTIVE BEGME4T'8 OF 32 INCHES(8B MM)WIDE MUST BE SEPARATED / REVOLVING DOORS OR TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE 304.2 FLOOR OR GROUND SURFACE, FLOOR OR GROUND SURFACE$OF A WHEELCHAIR TURNING SPACE 306.2.5 WIDTH. BY A ROUTE SEGMENT 40 INCHES (1220 MM)LONG MINIMUM AND 36 INCASE(915 \ 404.24.4 RECE5E1) TOE CLEARANCE SHALL BE 30 INCHES 1160 MM)WIDE MINIMUM. MM)WIDE MINIMUM. DOORS. SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302 �\ WHERE THE PLANE OF THE DOORWAY 15 RECESSED MORE THAN 6 INCHES(20O MM)FROM THE PLANE OF THE WALL, 40422 DOUBLE-LEAF DOORWAYS. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO INDEPENDENTLY OPERATED LEAVES SHALL CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED, 3049 SIZE WHEELCHAIR TURNING SPACE EHALL COMPLY WITH SECTION 304.3.1 OR 3043.2 INCLUDE 306.3 KNEE CLEARANCE COMPLY WITH SECTIONS 404,2.3 AND 404,2.4. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 3%ONLY AT THE END OF EITHER THE BASE OR B 404.23 CLEAR WIDTH. 404.24.5 FLOOR OR GROUND SURFACE ONE ARM. 11 MIN DOORWAYS WALL NAVE A CLEAR OPENING OF 32 MORES(615 MM)MINIMUM. CLEAR OPENING OF FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A ELOPE NOT 6iE13'LR2 THAN DOORWAYS WITH SLANGING DOORS SHALL BE MEASURED BETWEEN TWE FACE Of DOOR AND STOP,WITH 1:48 AND SHALL COMPLY WITH SECTION 302. min, 6.' THE DOOR OPEN 90 DEGREES, OPENINGS MORE THAN 24 INCHES(610 MM)DEEP SHALL PROVIDE A 404,2.5 THRe6HOLD6 AT DOORWAYS. 1 'l r , CLEAR OPENING OF 36 INCHES(915 MMU MINIMUM.THERE SHALL BE NO PROJECTIONS INTO THE CLEAR iHREeHOLDB,IF PROVIDED,AT DOORWAYS SHALL 0E 15 INCH(B MM)HIGH MAXIMUM. RASED iHRFJSHOLD6 4 e U m OPENING WIDTH LOWER THAN 34 INCHES(065 MM)ABOVE THE FLOOR OR GROUND.PROJECTIONS INTO 6 24 min, 48 mlry J4 nln Ml THE MINIMUM CLEAR OPENING WIDTH MORE THAN 34 INCHES(80 MM)AND UP TO 00 INCHES(2020 MM) CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. ,�, a 0 ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT IXC®4 INCHES(102 MM). 404.2.61W0 DOORS IN SERIFS. $ F - DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES(1290 MM)MINIMUM PLUS THE ry Q.y Y r WIDTH OF ANY DOOR SWINGING INTO THE$PACE DOORS IN SERIES SHALL SWING ETHER IN SAME DIRECTION OR AWAY --- E - r a E 31" MIN. 321, MIN. 1 FROM SPACE.BEILLEEN DOORS• (A)CIRCULAR I min 36 min 12 min. A HI E W m O X 48 MIN. I, 40 MIN. FIG, 304.3 II FIG.3016.3 -1l .4 4� US,)SLIDING DOOR �1 'I SIZE OF WHEELCHAIR TURNING SPACE 18)T 6NAPED MIN KNEE CLEARANCE I--i O Z LL 90 PEGFIG 403.5 -CLEAR WIDTH OF AN ACCESSIBLE ROUTE IF---�� 32' MIN. 3049,1 CIRCULAR SPACE 306.3.1 GENERAL m r THE WHEELCHAIR TURN14G SPACE SHALL BE NOT LESS THAN 60 INCHES(1525 MM)DIAMETER MINIMUM, SPACE UNDER AN ELEMENT BETWEEN 9 INCHES(230 MM)AND 21 INCHES(6851 ABOVE THE �Ilulu U� I WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE FLOOR OR GROUND SHALL BE KNEE CLEARANCE FIND SHALL COMPLY WITH SECTION 306.3. H W 0 (A)HINGED DOOR (C)FOLDING DOOR �® COMPLYING WITH SECTION 306. f0 FIG.40493 306.3.2 MAXIMUM DEPTH. �'H 3043.2 T-SHAPED SPACE CLEAR WIDTH OF DOORWAYS TWE WHEELCHAIR TURNING SPACE SHALL BE A TSHAPED SPACE WITHIN A 60 INCH(1525 MM)MINIMUM W N 404.2.4 MANEUVERING CLEARANCES AT DOORS. SQUARE WITH ARMS AND BASE 36 INCHES M) INT WIDE MINIMUM. EACH ARM OF 14E BA SHALL BE ILE�±y/ ND MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH SECTIONS 404.2.4.1 THROUGH 404.2.4,1 I ('� � ' �) � CLEAR OF 056TRUCTIONS 12 INCHES(610 MM)MINIMUM IN EACH DIRECTION AND 114E BASE SHALL BE KNEE CLEARANCE SHALL BE PERMITTED TO BO EXTEND 25 ILOOR (635 OU MAXIMUM EXCEPTION:DOORS TO 1408FITAL BEDROOMS SHALL BE EXEMPT PROM THE REQUIREMENT FOR SPACE CLEAR OF OBSTRUCTIONS UNDER AN ELEMENT AT 9 INCHES 030 MM)ABOVE 114E FLOOR OR GROUND, AT THE LATCH SIDE OF DOOR PROVIDED THE DOOR 18 44 INCHES(1120 MM)WIDE MINIMUM, FG. 404.2.6 -11110 DOORS IN SERIES W 304.4 DOORS, 3069.3 MINIMUM DEPTH. 404.21 DOOR HARDWARE UNLESS OTHERWISE SPECIFIED,DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACES, WHERE KNE:CLEARANCE E REQUIRED BENEATH E ELEMENT 306 PART OF A 404.24.1 SWINGING DOORS. HANDLE5,PULLS,LATCHES,LOCKS,AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT 15 EASY FLOOR OR GROUND SPACE THE KNEE CLEARANCE SHALL BE II INCHES(700 M EEPrr SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE WRIST TO OPERATE SUCH MINIMUM AT 9 INCHES(230 MM)ABOVE THE FLOOR OR GROUND,AND 8 INCHES MMf HARDWARE SHALL BE 34 INCHES(80 MIM)MINIMUM AND 48 INCHES(1220 MM)MAXIMUM ABOVE THE FLOOR OR GROUND,WHERE 305-CLEAR FLOOR OR GROUND SPACE DEE'MINIMUM AT 21 INCHES(685 MM)ABOVE THE FLOOR OR GROUND. TABLE 4041 SLIDING DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. ENGIHP EXCEPTION: LOCKS USED ONLY FOR SECURITY PURPOB25 AND NOT USED FOR NORMAL OPERATION ARE PERMITTED IN ANY 305.1 GENERAL CLEAR BOOR OR GROUND SPACE SHALL COMPLY WITH SECTION 305. 306.3.4 CLEARANCE REDI1C110W OOF F N h TABLE 404.2.4.1 MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS LOCATION. 305.2 FLOOR OR GROUND SURFACE$, BETWEEN 9 INCHES(230 MM)AND 21 INCHES(985 MET)ABOVE THE FLOOR OR A 5 E T e '� PE OFLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL HAVE A SLOPE NOT STEEPER GROUND,THE KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE ^ APP-R=4PEO DOOR PERPENDIOWAR BEYOND L4TIM PARALLEL ro DOOR 404.2,0 CLOSING 6P®. THAN 1:48 AND SHALL COMPLY W/SECTION 302 126 OF I INCH MW FOR EACH 6 INCHES(150 MM) IN HEIGHT. \ � Gf O TYPE USE Mlwnun cI.E4RENCEs DRMTON BIDE TO DOOR 305.3 SIZE 306.3.5 WIDTH. bO IH(BS EDU ISD IN M55mu 404.2.8.1 DOOR CLOSERS. THE CLEAR FLOOR /GROUND SPACE WALL BE 30 INCHES(160 MMU MIN,BY 46"(1220 MM)MIN. KNEE CLEARANCE SHALL Be 30 INCHES 1160 MIT)WIDE MINIMUM. TRO M FRONT 46 IN(RBD M 0 M(0 mU2 DOOR CLOSERS SHALL BE ADJUSTED 60 THAT FROM AN OPEN POSITION OF ED DEGREES,THE TIME REQUIRED TO RDFIAING� WIN(BY m) 36 (915 M 42IN(1068 EDM MOVE 114E DOOR i0 AN OPEN POSITION OF 12 DEGREES WALL BE 5 SECONDS MINIMUM. 305.4 KNEE AND TOE CLEARANCE fPoff PRST-- 421 MO (13-0 im) 9 0�3 �W oMIATCA LC 4B F(220 no N N ISO mel 404.28.2 SPRING HINGES. UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO INCLUDE KNEE FROM Tc P 42 N 0065 mm) RA IN(N0 m) DOOR SPRING 141NGEB$HAUL BE ADJUSTED 60 THAT FROM THE OPEN POSITION OF 10 DEGREES,THE DOOR SHALL AND TOE CLEARANCE COMPETING WITH RECTION 306. I. MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY. MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM,MEASURED UNDER AMBIENT CONDITIONS. 305.5 POSITION, UNLESS OTHERWISE SPECIFIED,THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR JEFFREY T. BUTLER,P.E. 2. ADD 12 INCHES(300 MM) IF CLOSER AND LATCH PROVIDED. EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT 3. ADD 6 INCHES (150 MM)IF CLOSER AND LATCH PROVIDED• 40429 DOOR-OPENING FORCE (21 4. ADD 6 INCHES(150 MMJ IF CLOSER PROVIDED, FIRE DOORS,SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE B7 THE APPROPRIATE ADMINISTRATIVE AUTHORITY.THE 48 min ) 54' MAXIMUM FORCE FOR PUSHING OPEN OR FULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE A8 FOLLOWS: I. INTERIOR HINGED DOOR: 5.0 POUNDS(22.2 W 2, BLIDING OR FOLDING DOOR:50 POUNDS (222 W z 2 7 E THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOILT6 OR DISENGAGE OTHER s e O SIB"MINT L DEVICES THAT HOLD THE DOOR N A CLOSED POSITION. '" E � 404.2.10 DOOR SURFACE o44 - a'MM IS," z - DOOR SURFACES WITHIN 10 INCHES(255 MM)OF THE FLOOR OR GROUND MEASURED VE3RTICALLY SHALL BE A 6MOOT14 SURFACE (B)PARALLEL Gjy n (A)FRONT APPROACH,PULL NDE ON THE PUSH SIDE EMENDING THE FULL WIDTH OF THE DOOR PARTS CREATING 140RITWNTAL OR VERTICAL JONTS IN SUCH U 30 min. L - ` 7 43 43 He MN WHERE BOTH CLOSER AND LATCH ARE FROVIDFD a SURFACE SHALL.BE WITHIN 1/I6 INCH US MM)Of THE SAME PLANE A5 THE OTHER.CAVIDIRS CREATED BY ADDED KICK PLATES MIRROR W I--1 V' `� O 3 W SHALL BE CAPPED. (A)FORWARD FIG.305.5 LAVATORY A EXCEPTIONS: POSITION OF CLEAR FLOOR OR GROUND SPACE £ ( NOTE. GRAB BARB Q Ul W a Y I. SLIDING DOORS. HANDICAP GRAB BARS 2 >_ (EI HINGE APPROACH,PUSH BIDE 2, TEMPERED GLASS DOORS WITHOUT 6TILE5 AND HAYING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED S CLEAR 3 1 4 � BLOCKED TO woo0 34 6' w z 0 Q a 12" MIN. -� 54 MIN WHERE BOTH CLOSER AND LATCH ARE PROVIDED AT NO LE68 THAN 60 DEGREES FROM THE HORIZONTAL SHALL.NOT BE REQUIRED TO MEET THE 10 INCH Q55 MM)BOTTOM 305.6 APPROACH,ONE RILL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR FLOOR x AND LOCAKING DOOR CCV//j11 RAIL HEGNT REQUIREMENT, OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE ASO' AND LOCATED as PER :o �' Z Uj OO '� m �30'MIN. CLEAR FLOOR AREA A.w5.1.1 II�i 3 s' 14 lU n1 0 3. DOORS WHICH Do NOT EXTEND TO WITHIN 10 INCHES(20 MM)OF THE FLOOR OR GROUND, O.AE.O.STANDARDS(SEE o rc u ° 4 i _ -L C 1-4 7 z 305.1 MANEUVERING CLEARANCE. IF A CLEAR FLOOR OR GROUND SPACE 16 IN AN ALCOVE OR - AccEesOR1E5) m *' r € -1, s q Y S)FROM APPROACH, o- 404,2.11 VISION LITE&, OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES,ADDITIONAL MANEUVERING CLEARANCES 60'MN 7 Z A c PUSH SIDE DOORS AND SIDFJUTE8 ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE COMPLYING WITH SECTIONS 305.11 AND 30$,1.2 SHALL BE PROVIDED, WATER was F UIL PANES SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES(1090 MMU MANIIMUM ABOVE THE FLOOR OR GROUND. l) O O 60 min qd U) c) 24" 404.3 AUTOMATIC DOORS. Q� AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH$EDilON6 404.3.1 THROUGH 404.3.6.FILL POWERED AUTOMATIC DOOR SHALL COMPLY WITH ANS1/BHMA AI56.IQ.LOW-ENERGY AND POWER-ASs1$TBD DOORS SHALL COMPLY WITH ANSI/B14Ma RESTROOM ACCESSORY SCHEDULE EL°nlw a j (F)LATCH APPROACH,PULL BIDE 'AM'B' E " ABB 404.3.1 CLEAR OPENING WIDTH, E x TISSUE DISPENSER - GRAB BARO Z f- DOORWAYS EHALL HAVE A CLEAR OPENING OF 32 INCHES(815 MM)IN POWER-ON AND POWER-OFF MODE THE Qi 1 BO$RICK NO. 8-4338 MIRROR � 39:.1N L) O Q BS," MIN, MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE OARED ON THE CLEAR OPENING PROVIDED BY � MIRROR - LAVATORY ,� 0 ALL LEAFS IN THE OPEN POSITION, B05RICK No. $165-1836 -B i 404.3.2 MANBIVERING CLEARANOE9. 36 MIN (W HINGE APPROACH PULL 610E E CLEARANCES ATRINGCEA POWER-ASSISTED DOORS SHALL COMPLY WITH SECTION 404.2.4. ^U � (B)PARALLEL APPROACH 3 CsRAB BAR - P,4(3�: 4' MINT (a)FORWARD APPROACH FIG.305.1-MANEUVERING CLEARANCE IN AN ALCOVE BOBRIGK NO. $ 6106.36 36" % I I/2'� 40433 THRESHOLDS. GRAB BAR - " "•` nj.A= THRESHOLDS AND CHANGES N LEVE AT DOORWAYS s14aLL COMPLY WITH sEcnoN 4oa.z5• ® BOBRIGK No. B 6106.42 42" x 11/2" '305.1.1 FORWARD APPROACH. i HB MN.WHERE 404.3.4 TWO DOORS IN 6ERIE8. THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES Me MM)MINIMUM WHERE THE DEPTH EXCEED8 � GRAB BAR - f CLOSER DOORS IN SERIES SHALL COMPLY WITH SECTION 404.26. THE 24 INCHES(610 MMI 5 BOBRICK No. B 6106.18 118" x 1 1/2" TIME HOLDER TAE le PROVO® 404.3.5 CONTROL SWITCHES. U4s"LAV � � C 42"MIN CONTROL SWITCHES SHALL COMPLY WITH SECTION 309. 30512 PARALLEL APPROACH THE WIDTH RA LE ALCOVE SHALL BE 60 INCHES(1525 MM)MINIMUM WHERE THE DEPTH EXCEEDS 15 TYPICAL HANDICAP DETAILS (G)LATCH APPROACH,PUSH EVE 4043,6 SIGNS. INCHES(380 MM), (FROM ICG/ANSI AII1.1 2003) (D)HINGE APPROACH,PULL SIDE FIG•404.2.41 LABELS AND WARNINGS FOR AUTOMATIC DOORS SHALL COMPLY WITH SECTION 103.4. •48 MIN WHERE BOTH CLOSER AND LATCH ARE PROVIDED MANEUVERING CLEARANCE AT SWINGING DOORS yy THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TOTHEORIGINAL SITE FOR WHICH THEY WERE PREPARED,REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT"VIS CON(ACTWITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. z 9 EXISTING NOTE: NOTE: O CHIS DRAWING IS 3/16" SCALE THIS D�3116' m MAINTAINANCE / PUMP O z HOUSE BUILDING Q COLONY GREEN METAL es �ii COLONY GREEN METAL STANDING SEAM ROOF STANDING SEAM ROOF 3 111: EXISTING d a MAINTAINANCE / PUMP ,p m NOUSE BUILDING t o 5" ALUMINUM - 0S 9 f2„ 'OGEE' GUTTER S" ALUMINUM — - — - U _�, 'OGEE' GUTTER T.O. SAYE d 4- E' EL.=44'-01/2" O m m c! 0 W T.O. EL. - 41' - O" SAVE EXISTING GRADE T.O. DOOR/ _ T.O. WALL - 36' - 6" WINDOW J1 _o\, m ie O p p T.O. WALL - 36' - " EL.=39'-2" p 6 - O T.O. DOOR / FEW, N �I WINDOW EL. • 36' - O" EL. • 36' - O" m R _ b /J�lll O EL.=39' PROPOSED GRADE PROPOSED GRADE A _ 6L_ G i T O A6 O STUCCO /•� . _ - -- - - - -EL.=32,-2„ J O r 1` T.O. GRADE = 32' - O"- T.O. 9LA6 . . _ _ _ — _ Ir___ ___________________________ r i O ___________________ ___________________ ___________ ________________________L__-� _ \---------------------------------- -------------------- PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION 2 SCALE: 3/16" • r-0” SCALE: 3/16" U Iii =3 W N .. , � Xza NOTE: THI6 DRAWING IS 3/l6" 6CALE y , :L H U) U1 T.O. EAVE COLONY GREEN METAL EL.=44'-0 1/2' J STANDING SEAM ROOF - L^ O T.O. DOOR/ 5" ALUMINUM 'OGEE' GUTTER ❑��� _ _ WIN m EXTERIOR LIGHT FIXTURE, T U ra T.O. WALL = 39l 6" ❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑�❑� ❑❑���❑��� ���� W UDS' ABOVE GRADE . . - OWALL MOTOWALL 36' - 4 1/4" STUCCO TO -m \ � � x�p GRADE T.O. SLAB 2 O FO- , B.O. WALL 32' _ 6" T.O. GRA E 32 - O, ILL. 3Z ENG�c� __-_ -_-_ - - - - -____________________________ _____ ------------ EXTERIOR _______________________________________ � JEFFREY T. BUTLER.P.E. --------- ______________________________ _ ___ LIGHT FIXTURE ' ' L— -- — PROPOSED WEST ELEVATION 9 � ' 3 ' /� O 7 N U z r' w � 3 m al COLONY GREEN METAL THISEDRAWING IS 3/16" SCALE 1-� 4 4 11-- STANDING STANDING SEAM ROOF O Q Y Q 0 E" ALUMINUM 'OGEE' GUTTER Z O -� Fniv r T.O. EAVE_ --I Q EL.=44'-01/2" Q V M T.O. DOOR/ c Q EL.=4r-D" — - — - — wlNDow Pte, -a �-{ 11' 1=,. I-V--�-T- - --I-•� I�i'�"1 -I- ' ....,,_..._ ,rT-�I .-..T -I I,. -, - '-1-'t-..,.'-'p'-'-_' - —2„ C al NIQ ILr�'•Y_ --"". 'T-� �p _ _ 4 I/4n EL.=39' p 0 �', '� RhD c�gAl3 Po/��� 'f1''-I I I � ' I, i, � ', I I I � I I � III 11 �I I' I �I �� � h I I ����, � T.O. wALL,� 36' 15ATTENIROUi s LII VII VIII = z AWNI o O rtl I li I I I i IIII i II I 'I II111 'III II I II I I , IIII III II I I II IIII I I II I I IIII � I I I U I O I Ii I Ii I li j l l I IIII I III�I I SII A PAGE:T.O . SL 8 — - — 2 EL. -32' O __L___ i II, II - - ------------------------------------- ------------ - --- ----- -- - ---- ----- - -- A- 1 .0 PROPOSED EAST ELEVATION 4 SCALE: 3/16" - 1'-0° I USE AND PUBLICATION SHALL BE RESTRICTED TO'f1HEORIGINAL SfTE FOR WHICH THEY WERE PREPARED,REUSE,REPRODUCTION OR PUBLICATION SY ANY MEfFiOO,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT,TITLE TO THESE PLANS SHALL REMAIN WITHTHE ARCHITECT-VISUAL CONTACTWfTHTHEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSNE PROPERTY OF THE ARCHITECT ANOTHE R - NOTES, I. COORDINATE ANCHOR BOLT LOCATIONS WITH APPROVED STRUCTURAL STEEL DRAWINGS 7w,�� FROM, UNITED STRUCTURES OF AMERICA, JOB • 44556, FOR LAUREL LINKS COUNTRY CLUB MAINTENANCE BUILDING. A.4.0S' • B 3/32" 100' - O"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -11 ^ \dry /�/ / _ . a - ... p , • a - IL 1 _ W sp T.O. RETAINING WALL -___---__-__ _____ ___ ______ ____ _ Li — — — — - — - 0 O Q EL 36'-6" 0 r- _ _________________________ •�� / / \ / A / 2" MIN. HORIZONTAL RIGID f�ETAINING WALL ON 2, • OI, INSULATION �� 5'-3" WIDE X/'-3" 71 CONTINUOUS P.G. FOOTING — / "- 2' IN FROM INTERIOR EDGE li AND VERTICAL ON / � INTERIOR WALL OF ° FOUNDATION iA TYPICAL •s I / . TYPICAL A HAIRPIN BAR TYPICAL •5 HAIRPIN BAR - TYPICAL •5 HAIRPIN BAR TYPICAL •5 HAIRPIN BAR HAIRPIN BAR I \ / I I I I II \ / \ / u' T7P, — — — — — — — — — 15 Br . - - -- - - - - -- I I I I I Iii it I I I I I I I I E--I� 12" DEEP HAUNCH T.O. RETAINING WALL m 4 I EL. 36'-B" i�-. � U hl O O 6" R.C. SLAB 6" R.O. BLAB 6" R.C. SLAB O S • 6" R.G. SLAB O W } X W/ 6Xb - WI.4 X WI,4 W.W.M. W nl W/ 6X6 - WI,4 X WL4 W.W,M. W/ bX6 - WL4 X WL4 W.W.M. O W/ 6X6 - WL4 X W1.4 W,W.M, 6Q m " R.G. SLAB W/ bX6 - WL4 X WI.4 W.W.M. — Z LL mmE 8" THK WALL x 42" HIGH . P.C. WALL ON 16" X 12" UJI 4m R,C, FOOTING O O I I I I 2" MIN. HORIZONTAL RIGID INSULATION N m 2' IN FROM INTERIOR EDGE AND VERTICAL 40 Q ON INTERIOR WALL OF FOUNDATION B — — — — — — — — — — — B / / I TEo V�6/i TYPICAL •5 \ TYPICAL 45 \ ,�— TYPICAL 05 HAIRPIN BAR TYPICAL 05 HAIRPIN BAR �\ �E T7PICAL •5 HAIRPIN BAR HAIRPIN BAR HAIRPIN BAR } b . 3 W o o �3 � 5 I �� ' ION AA-6t� / e '� N _ M.O. DROP FOUNDATION \ / \ + A-2.1 \ �I \ A�-_2 �� B" THK WALL X 42" HIGH P.G, WALL ON \ JEFFREr T. BUTLM,P,E. WALL TO RECEIVE SLAB 4" 14' Y B" THK WALL x 42" HIGH / _ 16" x I2' R.C. FOOTING 3" T7P.� � I /a P.C. WALL ON I6" X 12" R.C. \ O r , NG L - --- -- -- --- -- - ------------------------- D --------------- elv " i0 Q N � _ I — — - Q.I LL m M.O. DROP FOUNDATION O WALL TO RECEIVECEIVE SL,A8 - M.O. DROP FOUNDATION �y d N Z WALL TO RECEIVE SLAB 6" R.C. SLAB M.O. DROP FOUNDATION IH FSI t0 PITCH SLAB TO GRADE TO T" WALL TO RECEIVE BLAB [� I-� PROVIDE FOR POSITIVE FLOW 6 - 4 AT A UNIFORM PITCH con w i [� Q O It o Q q to m m 3' - 5"— 4' „ 4' O" 12' - O" 3' - 10" ^ W 12OI-4 s O O F-I IL - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - S JJIII uO L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - -- Q N � - - - - - - - - - - - - - - - - - - - - - - - N 14' O" 2f B" 23' 2" 0 l LL 23' - 2" 100' . 011 •' a d z ISTING PAGE: FAINT�ANrF / PUMP HOBUILDING c FOUNDATION PLAN VA-2 . 0 SCALE: 1/4" - I'-0" m r' m O O THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OFSERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTANO THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TIRE TO THESE PIANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. O �Ql MIN CLR B7WN SLEEVES INS CUT ALTERNATE BARS vO, THE LARGER DIA 'D' Z DOWEL PAPER SLEEVE PARTING STRIP D D NOTE, l ADD (2) - •5 T4B " MAX 2'-0" MAX TRIM BARB i0 MA7GN WALL EA. SIDE HORII. BARB 0 THIS DETAIL DEPICTS WORSE CONDITION (TALLEBV �O C.L. (U - •5 EF MIN PROPOSED CONCRETE RETAINING WALL USE THE 'CONCRETE RETAINING WALL OUTLINE CHART' ON RIGHT. THE CHART PROVIDES REQUIRED FOOTING O SIZES BASED ON PROPOSED WALL HEIGHT, APPLY TO 'R BALANCE OF PROPOSED WALLS. FOR Dl ADD O / 12" FOR WALLS AND THICKER 3 f FILLER TRIM BARS TO MATCH WALL RETAINING WALL RETAINING WALL VERT. BARB t d " I�.B• (U 5 EF MIN. STUCCO VENEER E ?0 w (TYPICAL ON EXPANSION JOINT CONTROL JOINT • 7 RTP-) — ADD (20 - •5 X 4'-O" 0 EQ EQ IU 0 CENTER OF SL AT EA, EXTERIOR FACE OF a PROPOSED RETAINING WALLS) CORNER „, CONCRETE RETAINING O CIRCULAR OPENING v p W WALL OUTLINE CHART O O `fl ^ •4 BARS 16" O.C. HORIZ. 'PROPOSED REQUIRED FOOTING SIZE ' rc O q REF: EXT. GRADE (REAR) ° a• 3" MIN. COVERAGE. TIE RET. WALL REFER TO DETAIL �'s`N"-'.:MMs�^N`•'Id� uJ - TO •5 VERTICAL, 24" O.G. HEIGHT (FTI THIS DWG PV-2" o 3-0BEND WHRE ADJACENT O i OPENING INTERFERES4 3, 2„ OB„ 1'-5° ADD 2 •5 X 6'-0" EF5 3'-10" Ib" I'-9"PROVIDE DAMPROOFING TYP FOR WALLS @" AND THICKER 6 4'6' I-3' 2-1"ISHOWN - 7 5'-3" 2DOWELS INTO 6T. OR FTG8 5' II" I'-9" 2'-10" L . 30 X BAR DIA. AADD 2 •5 X 6'-O" EFINTERIOR REAR WALL OF9 6'-B"PROPOSED MAMTENANGE10 1'-5" 2'4" 3'-B" -J °� �\ L TYP FOR WALLS 12" AND THICKER �\ B 4 PROPOSED BLDG ADDITION (MAINTAIN II e'-I" 1'4' 2'6" 4b" z q Z GRAVEL DRAIN - i' �� . . "1 . THIS PROFILE FOR ENTIRE 12 B'-10" 1'-8" 2'-9" 4'-5" o: w m U a REAR WALL) 13 9'6" 1' 9" 3b" 4-1 J \\ z 0 Q PROVIDE a B.F- c^n ` � ' . 2'-O" K � . 14 10'-3' I'-10" 3'-3" 5'-2" v O O GRAVEL AND i�' 4�y ` ,•, 15 II'-0" I'-II" 3'6" W-1" BEND IF NECESSARY "— '- FILTER FABRIC _ ! PROFILE VARIES FOR 16 II'-lo" 2'-0" V-10" 6'-0" \� I L' SOUTH WALL, BEE 11 12'-T' 2'-1" 4'-1" 6,-50 {` ^ .� EXTERIOR ELEVATION - Q PROVIDE 4 0 �Fk� - " IB 13'-4" 2'-2" 4'-4" 6'. CIRCULAR OPENING CIRCULAR OPENING DRAINAGE PIPE, - SOUTH FOR INFORMATION, 19 14'-2" 2'-3" 4'-S" T-3" O PITCH (I/e"/L.F., MIN) ' • •1a DWG Al 20 15'-0" 2'-4" 5'-0" 1'-B" TYPO CONCRETE WALL OPENINGS TOWARD WEEP HOLE OUTLETS ON NORTH AND - .I ,7 SCALE: 1/0" , I'-O" SOUTH SIDES OF BLDG. '�� GENERAL NOTES. a I. CONCRETE SHALL BE 4000 PBI MIX. 2. STEEL REINFORCEMENT SHOULD BE CLEAN, FREE FROM Q Lzl °• HARMFUL RUST, AND IN COMPLIANCE WITH APPLICABLE w A QI Y REF: EXT. GRADE (FRONT) EL 32'-0" •.0 ASTM STANDARDS FOR DEFORMED BASE AND STEEL WIRE l0 5 0 16" O.C. 3. TOP MASONRY RETAINING WALLS SHOULD BE CAPPED OR TI •4 CONT. 0 16" O.C. OTHERWISE PROTECTED TO PREVENT THE ENTRY OF WATER, ALT HOOK .4 Y Q W d1 X 4. HEAVY EQWPMENT USED IN BACK FILLING SHOULD NOT OSITION LAP 12" YOR •3, Lp + m aAPPROACH CLOSER 70 THE TOP OF THE WALL THAN A P18TANCE � Il" FOR 4 X ZEQUAL TO THE HEIGHT OF THE WALL4 X BAR DIA 111------+++ m Qt N,oT�. - ALT. . OR 4" MIN 1 •' O L PROVIDE CONTROL AND/OR CONSTRUCTION JOINTS IN CONCRETE UJ a) • a gn ' O > RETAINING WALLS ABOUT EVERY 25 FEET AND EXPANSION JOINTS TIES Y Q Q W U U "O 0. ABOUT EVERY FOURTH CONTROL AND/OR CONSTRUCTION JOINT- w 4 Wu = w p m KEY COATED DOWELS SHOULD BE USED IF AVERAGE WALL HEIGHT ON ALTERNATIVE (a Q N n EITHER SIDE OF JOINT 16 DIFFERENT, 2/3o m 2. USE TEMPERATURE BARB IF WALL 16 MORE THAN 12 INCHES THICK. U M Q 4 (�F m Q •, -II 3.� USE: Gi DO FILLER; P "X2'-0" PLAIN EARS 0 12" O.C, m q DOWELS: I I'-6" 0 REMOLDED JOINT FILLER PARTING STRIP: 16 GA. GALVANIZED SHEET STEEL COATED STIRRUPS TO PREVENT BOND AND WIRE TIED i0 REBARS 0 12" O.C. B 4. KEYS SHOWN DASHED MAY BE REQUIRED TO PREVENT SLIDING STIRRUPS AND TIER q �F s+ 5 IN HIGH WALLS AND THOSE ON MOIST CLAY. MAIN REINFORCEMENT � 4 ENGINEER, MN �� X K �i iQ OF BAR SIZE MIN, BEND DIAMETER m O k5K •YN r F(Z FOUNDATION DETAIL i.O.P.C. RETAINING WALL - EXT.WALL •3 5 6 x EAR DIA BAR SIZE MIN, BEND DIAMETER m s � 7N 5 - •II 8 X BAR DIA •3 - •5 4 X BAR DIA o � �� � ¢ (REAR) OF PROP. MAINT. BLDG ADDITION OTHERS 4 X A5 MAIN li 014 - 015 10 X BAR DIA SCALE: 1/2' • I'-0" SSI NPIA- JEFF LER, P.E. --� TYPO REINFORCING BAR NOOKS AND BENDS 4SCALE. 1/0" . P-O" -- - O ~ Q D ( D � 73 E LL LL 2X6 FRAMING WALL 12'X9' OVERHEAD DOOR 2X6 ACQ PLATE ANCHORED 36" O.G. Z DROPPED FOUNDATION H W/ 1/2" ANCHOR BOLTS O V D WALL TO RECEIVE SLAB 6" THK P.G. SLAB W/ 6X6 WWM I/2" EXPANSION JOINT X �! GRADE FROM FOUNDATION) 'Q Q Q i C. O MIL .VAPOR BARRIER 1/2" EXPANSION JOINT 1, OVER COMPACTED FILL TO SLAB EL. 32' - 2" T.O-SLAB EL. 32' - 2" T.O. GRADE = 32' - O" �j z O ,t nl T.O. BLABe m T.O. SLAB Fa d LU "� O Z3 cj 2°x24" CONTINUOUS RIGID INSULATION _a- - - I w O AT PERIMETER R2-10) - . ' { • — W U LL D . -III- - 2"x24" CONTINUOUS RIGID INSULATION —ter ¶— - `r Q �i4m�¢T9� n O AT PERIMETER (R-10) ---T COI WALL. I 8" P.G. WALL — �" . — m 8" P.C. WA ON B" x 16" P.C. FOOTING _ _ —III—III— ON B' x I6" P.G- FOOTING1- - I — -r.o. FTG. _ I I �_ • ' --III— ri= FTG.—I T.O. FTG. P�.1 Z Z�o>�G o m w nj I In I I III 1 1 - ' PAGE" 16" 16 5 FOUNDATION DETAIL 2 FOUNDATIO DETAIL 3 A-201 v SCALE: 3/4" - I'-0" SCALE: 3/4 • 1'-0" r m O_ O_ THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE 70 THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WRHTHEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. O BASE LAYER: 5/8" TOUGHROCK, FIREGUARD, OR 5/8" DEN9ARMOR PLUS, FIREGUARD, GYPSUM BOARD APPLIED PARALLEL TO EACH SIDE OF 6" BTL_ STUDS 24" O.O. WITH 1-1/4" TYPE 8 SCREWS 16" O.C. EGRESS NOTES 1 TABLE Ii EXIT ACCESS TRAVEL DISTANCE COMMON PATH OF EGRESS TRAVEL EXIT REMOTENESS SCHEDULE FACE LAYER: 5/8" TOUGHROCK, FIREGUARD, GYPSUM BOARD APPLIED PARALLEL TO EACH SIDE WITH DRYWALL ADHESIVE OR z SECTION 1015 WITHOUT SPRINKLER WITH SPRINKLER LEGEND NO. TRAY DSTANCE7 SECURED WITH 1-5/8" TYPE S SCREWS 12" O.C. AT TOP AND BOTTOM TRACK, 16" O.O. AT EDGE JOINTS ONLY. STAGGER JOINTS 9 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY SYSTEM (Feet) SYSTEM (Feat) 24" EACH LAYER AND BIDE. MARK DESCRIPTION I 69' m 1015.1 TRAVEL DISTANCE LIMITATIONS. EXITS SHALL BE 50 LOCATED ON EACH STORY SUCH B 200 300c �- - -y PATH OF TRAVEL 2 54' / 13' SOUND TESTED WITH 2-1/2" GLASS FIBER INSULATION. 90 THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE ® x POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND Notm BUILDING IS NOT BPRINKLERED FIRE EXTINGUISHER 3 52' 2 HOUR UL U411 50-54 STC SOUND TRANS. WHI 218-1 5/B" TOUGHROCK FIREGUARD /DENSARMOR PWS FIREGUARD UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED THE DISTANCES GIVEN IN TABLE 4 55' D 1015.1. 5 b 2 NR. WALL DETAIL ° b bl' 9 SCALE: N.T.5. IL0 all 21' - I I/2" " l' - 6" " 13' - 10 3/4" 6" 'B O NO A-40 P.C. RETAINING WALL u. 0 ly ;� m �J d a W - - . a - a - r - •� /1 /;� T S 9 10 II 12 13 14 15 I6 IT S. O �� / r-•� �r l'I"1\ \ 6 2 FILLER PANELS 1B - IUI— O \ LOCKER ROOM I _ O 1 \ V = 4 1 cLG. EL. 9,_6:. 2O cT� ,>Wn�, /d�� M 'S ROOM (���tt99�, I _ T \ (CT) a� _ FD.i� l�W UR. C.L. \ \ 3 y 21 10 f (79) LOCKERS TOTAL Hti51(��� !//"'%%V � � WINDOW 2 29 25 r 26 25 2a EN'S , OMi" cv _ EE� UR. _ y \\ 1 iA R I H . WALL � i `. 2' - 4" I3' - b" 9' - 5 I/2" 31 . 611 21 - 4111 � ill 1LITY CLOSET _ � \ - - - - - - �- - - - - - �ryt 9 a - m- - - - -- - - -\ - - - - - - - - in 2 HR. WALL - .....—.- 13 pi GLC. EL. 9' 6,. \, SEE DETAIL 2/4-3.0 `i (v T) �9 a IT! I H� R. WALL 1 a Y 1�- 1 o COD I \ o � •,a X r I w I I I � OLL � OFFI EF-� 7 STpRACsE ROOM o IU \ FIRE EXTINGUISHER - I �- - - - \, : ( 14 3 0~ WATER uCLG. EL. 9'-6"COOLER (VCT) 01NCi I/2'k4" AZ BASE) W/ K .. x COLD STORAGE FIRE E<T4 GUISHER OPEN CLG. CONCRETE \ I Q - � r PTREOVF"YF. \ C-1 ) P.C. 3' I 2B 0 " 4' o" RETAINING � . p"- WALL � o J e NAL ENG \ I OFFICE IN0.2 w 5 I OFFICE NO.I O; a i JEFFREY T. SUTLER. P.E. - - - - - - - - - - - - - - - - - � I D = II F4AF EN RY HALL A - - - - - - - - - , CLG. EL.I9'-6" I � _ _ CLG. EL. 9�_bu Q G \I 1 (VC TG CL. O u 2 - oil .. ._ 16 16' T',•,. " (VCT) 5 O O / °w 1 , I ro .,` S,l_ 5'- 2: _ -5" c0 l' - T I/g" 6"_ Z } 1 ly 54' - 10 3/4" - - - - " .) I S 12.4 (T' m o i® ++ hID I Ff p� J 1:4 <t r 3 ® ++ O Q A Q q IL rn - - - - - m D Q v q ^ 4) A q azo O h L a )_ qFY r O C a -1v0 o O If . 8u 4' _ II' S" 4' - 4" II' - 8" 2' - 2" 3' - 6" I. - all 6' - O" 17 T b' - O° 10' - T I/2" 4' - l I/2° 0 cq 7 23' 2" 23. - 2" LL 14' - On 21' _ B" in a Q } 100' - 0" Z Q Z ZM IT- ui 2 3 4 5 1 PACE: ] GROUND FLOOR PLAN =/ PUMP -3 .0 GR MAINTAI I SCALE: I/4" = I'-0° HOUS C i C G THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBUCATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALLCONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. - z 9 A B C D E pl O DOOR SCHEDULE ��❑� J NO. WIDTH HEIGHT THICKNESS DOOR TYPE HARDWARE SET MATERIAL GLAZING FUNCTION ❑�❑ 2 U' B" O 9' O° A 4 EXTERIOR ❑�� S' - O" 4 4 EXTERIOR ❑❑❑❑ 3 11' - B" 9' - O" A 4 EXTERIOR a OZ f 4 3' - 6" IF- O" O' - 2" C I EXTERIOR OVERHEAD DOOR DOUBLE SINGLE DOOR TOILET STALL SLIDING DOOR 5 6' - O" -- - O" O' - 2" B YE8 EXTERIOR GLASS DOOR DOOR a � O' - 2" G 2 INTERIOR a a � l 3, - O" T' - O" O' - 2" C 2 INTERIOR z 8 4' - O" T' - O" O' - 2" G 2 NO INTERIOR I DOOR TYPE L REO 9 3' - O" T' - O" O' - 2" C 2 NO INTERIOR 4' To 3' - O" T' - O" O' - 2" C 2 NO INTERIOR SCALE: NTS r - O" O' - I" D 3 NO INTERIORE F 12 2' - 6" Y - O" O' - I" D 3 NO INTERIOR _ O 13 3' - O" 7' - O" O' - 2" G 2 NO INTERIOR O O OD O' - 2" G 2 INTERIOR HARDWARE SET I HARDWARE SEI' 2 HARDWARE SET 3 HARDWARE SET 4 HARDWARE SEI' 5 15 6' - O" T' - O" O' - 2" E 5 NO INTERIOR 16 6' - O" T' - O" O' - T E 5 NO INTERIOR - MULTI-POINT LOCKING HARDWARE - PASSAGE / PRIVACY LEVERS - HIDDEN INTEGRAL HINGES - TRACKS SET (HORIZONTAL DOUBLE TRACK, VERTICAL SET - HANGERS _ IT 3' - O" T' - O" O' - 2" B YES EXTERIOR - ADJUSTABLE HINGES - DEADBOLTS - SLIDE LATCH, STRIKER AND KEEPER W/ TRACK, BIDE SEAL AND VERTICAL ANGLE, AND - TOP TRACKS - PANIC HARDWARE W/ EXTERIOR PULL - ADJUSTABLE HINGES - COAT HOOK CONNECTION HORIZONTAL TRACKS) - BOTTOM GUIDES - DOOR CLOSER - DOOR CLOSER - SHAFT SYSTEM W/ TORSION SPRINGS, SPRING BREAK - DOOR STOP ! / DEVICES DRUMS, SPRING FITTINGS, CABLES„ ETC. - FINGER PULL � - DOOR PANEL W/ END GAPS, HINGES, BOTTOM BRACKETS, k \� HARDWARE NOTES: BOTTOM ASTRAGAL AND SEAL, TOP ROLLER CARRIERS, WINDOWS, ETC. I. ALL DOOR HARDWARE TO MEET FEDERAL ADA STANDARDS. / 2- EXTERIOR DOORS SHALL BE SEALED AND WEATHER STRIPPED. / 3. GLAZING IN EXTERIOR DOORS SHALL COMPLY WITH APPLICABLE CODES. \� 2 DOOR HARDWARE SET SCALE: NTS U � WINDOW SCHEDULE W ry NO. WIDTH HEIGHT HEAD HEIGHT WINDOW TYPE FlINCTION - T- O" q' _ O" T O" A EXTERIOR 3' O" 4' O" 1' - O° A EXTERIOR A B G HARDWARE SET I HARDWARE NOTES. �-1I LL 3' O" 4' - O" Y - O" A EXTERIOR f-y Z I j-- O" 4' - O" T' mm O- - O' A EXTERIOR - LOCK / KEEPER I. WINDOWS SHALL BE SEALED AND WEATHER STRIPPED. IF---2� m r ((�� O° B EXTERIOR a - LIFT HANDLE 2. GLAZING IN EXTERIOR DOORS SHALL COMPLY WITH APPLICABLE CODES. Q 1� 2 4' - 0" 2' - 0" T' - O" B EXTERIOR - OPENING CONTROL DEVICE UJI go 2 4' CO" 2' - O" T' - O" B EXTERIOR DOUSLE44UNG AWNING FIXED WINDOW 2 4, _ O" 2' - 0" T' - 0" B EXTERIOR WINDOW WINDOW 2 4' - O" 2' _ O" B EXTERIOR O" 3. - 0.. 6' - 0" C INTERIOR rv. rn 3 4' - O" 3' - Q" 6' - D" G INTERIOR 3 WINDOW TYPE 4 WINDOW HARDWARE SET FFFI�T^I; s 3 4' - O" 3' - O" 6' - O" C INTERIOR 3 4' - O" 3' - O" C INTERIORSCALE W Ill SCALE: NTb SCALE: NTS WINDOW MODEL NUMBERS HEREIN REFER TO APPROXIMATE STOREFRONT SIZES. UNITS MUST MEET THE MINIMUM REQUIREMENTS OF D.P. = 25, U = 0.34 AND VISIBLE LIGHT TRANSMITTANCE = 0,53 ENGINEER OF NF .co FP ra� �o 0, 93 a 2�F SIONP�'� JEFFRET T. BUTLER,P,E. k 9 � o LINE OF WALL LINE OF WALL O NOTE: IB'-O" OPENING WIDTH BOARD W 7 HEAD DETAIL SIM. a W LL SWITCHES O Q m W \ \ (FJT]1 L1 L ANCHOR Lw ? m m PAINTED STEEL • �'=I a a rO Z , m = FRAME lA PRIMED U g Q" \ \\ FACTORY PRIMED vl r� O p � Q a I" MIN. OUTLETS IB - Y m 113/16 113/16" a Z ,_.j � 'V pl W OVERHEAD TRACK DOOR 1-11 k = y - h1 PER MANUFACTURER 61-ECO _ a O N V LL 0 O.H. DOOR JAMB DETAIL DOOR DETAIL LINTEL DETAIL U- LL 5SGALEr I/4" SCALE: SCALE: I/4 . I'-0" Z Z L) Q PAGE: A-301 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHRECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. p o TYP. ROOF CONSTRUCTION - COLONY GREEN METAL STANDING SEAM ROOF 'D LL - 3/4" CDX PLYWOOD R'QOF SHEATHING • PRE-ENGINEERED RIGI FRAME O 6" ALUMINUM 'OGEE' GUTTER • TYP. ROOF CONSTRUCTION r lau TYPICAL EXTERIOR - COLONY GREEN METAL STANDING SEAM ROOF W/ INSULATION 3 N w ueI I gpNv- STR TION _ EAVE EL. t O - - FALL PROTECTION 4 INSULATION SUPPORT SYSTEM E m T - 2x6 • 16" O.G. O 43' • 10 3/4" - PRE-ENGINEERED RIGID FRAME O - 1/2 COX. PLYWD. W r - ISO FELT - BOARD 4 BATTEN SIDING TT TYPI M I EXTERIOR ^ �\ F WALL CONSTRUCTION / „ \ / p \ !� 1 EL. = 41' O„ - 2x6 0 16" O.C. o o a R-30 INSULATION OVER - I/2 COX. PLYWD. 2 EXISTING GRADE OFFICE SPACE - 15• FELT O O p BOARD 4 BATTEN BIDING A-0.0 \` I I HEADER � - - - . - - . � R-21 INSULATION AT B FLASHING � . �. � OFFICE SPACE 5" ALUMIUM 'OGEE' GUTTER / T.O. WALL = 36' - 6 19/32" V EAVE HEIGHT SLOPE 70P OF WALL EL.-43 - 103/4" 1/4" PER FOOT _ EL. • 41' - O' - — - �` , ,p \ TYPICAL EXTERIOR EL. = 36' - O" ATRIIGT COLD STORAGE EXISTING G E WALL CON [ON HEADER �� PROPOSED GRADE - 3/41' 3/ MTL STUD O D. SHEATHING - 54 FELT _ - T.O. W�" 36' - b" COLD STORAGE - BOARD BATTEN SIDING v `� -III-III- EL. . 36' - O', PROPOSED RADE N `r III III " - = b" R.C. SLAB lJ b" R.G. SLAB DROPPED -. W/ 6X6 - WI.4 X ILIA WA I � � rn —� W/ 6X6 - WL4 X WL4 W.W.M. FOUNDATION WALL _ - - : �- . - DROPPED ��II Q..I FOUNDATION W,gLL ^ LO .S - 2 " - - - T.O. sLAB W T.O SLAB �..� �. T. EL=32,-2. - ' ` a p .m9 II III -' n v T -�1 7.0. FTG.- W m X 1CP' � 4 — '-� — Y i i - - � El -2 m. Q 3 I I W LL - - - C. FOOTING - � � � � i � i I X -III T�/' — I —III—I I III-III-III-I I L — tQ � I - I — T. . FTG. 5' - 3" O m - — - - - - 29' 0" IIII— — — B P.C. WALL c0 m O S - - 00 - IP.C. FOOTING G — ON x 6' P.G 00 N - I II IIII— — SECTION 1 _- 21 b'1, 6CALE: 1/4" . I'-O" N �0 3WALL SECTION 2 2 WALL SECTION 1 SCALE: 1/2" • 1'-O" SCALE: 1/2" • 1'-0" INE l E O NF • 5'�P' FE T /y m n '' A, v z , TYPROOF CONSTRUCTION - COLONY GREEN METAL STANDING SEAM ROOF W/ INSULATION - FALL PROTECTION 4 INSULATION SUPPORT Er T. BUTLER,P.E. SYSTEM PRE-ENGINEERED RIGID FRAME RIGID FRAME BY OTHERS -L (0 TYPICAL EXTERIOR O ~ Q Isla I CONSTRUCTION NSTRUC'TION = GENERAL NOTES: r - 5/8" GYP. BOARD R-30 INS TION - 6" MTL. STUD W/ R-21 INSULATION = ALL HORIZONTAL RUNS TO BE PITCHED V4"/FT. MIN. _ - 3/4" PLYWD. SHEATHING LL - 15• FELT LL m TYPICAL EXTERIOR - - BOARD 4 BATTEN SIDING WALL CONSTRUCTION f-I U 4" vENT 4" VENT - 6" MTL. STUD - PULL HEIGHT PARTITION _ _- _ - EAVE E�L. � w {p w Q Z �. THRU ROOF - 3/4" PLYWD. SHEATHING---EL - 3 _49_m 10 3/4"v V Q ~ Q O_ THRU ROOF Q 5/8" GYP, ON EACH BIDE - — ROOF _ BOARD 4 BATTEN SIDING L�- 2 W O } N Q Q 3„ STL. COLUMN $ � SUSPENDED CEILING SYSTEM n Z OO m 2 BY OTHERS „ Z C'C I�.P� Z T.O. WALL • 36' - 6 19/32" W -1 O rR _ - CEILING LINE GOLD STORAGE DR O STORAGE ROOM O - - - - - - - - - - - - - - - ci -I — — - - - - - ara Ln y W * O O pRpppSm PROPOSED PROPOSED T.O. WALL • 36' - 6" (UN-HEATED SPACE) — _ - N a Q F rO BREAK/MEETING MEN'S ROOM WOMEN'S ROOM BUILDING LINE r - - r __ E1. • G - E -1 _ H '3 PROPOSED GRADE O O O TYPIOdL FLOOR , 2 di LL ROOM 2„ T — -�- T _2_ CONSTRUCTION Q'. n' �•j Fhpf+li — b" R.C. BLAB 77 KSINK 2"r _ 2„I 2„1 .3112, I2„ 1 2 O Q LL W/ bXb - WL4 X WL4 W.W.M. I S� TUB T.O. SLAB . 32 - 2° =III= T.O. SLAB ' 4 O 2n i53 J h L La GROUND FL _ _ 32' Z_ _ T.O. FTG. = 30' _ 5” `➢ O 4: - O —III-,- —III—III—III—III—III—III— —III—III—III—III— —III— - _ TO S.G.D.O.H. _ 3" J_T-- APPROVED PRIVATE SEWAGE DISPOSAL m - — I—III— I —IIII III—� - - = 29' - 1� -' 4" CART IRON SYSTEM SEPTIC TANK = - — =III—III—III—III— — -III= — �—III—III—III— —III—III 1' - 6" 3' 2' 6" BUILDING TRAP 16" 12" DEEP HAUNCH M , , 5 PLUMBING RISER DIAGRAM SECTION 2 5' - 3" SCALE: NTS ❑ SCALE: 1/4" = 1'-0" A-400 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBUCATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TYRE 70 THESE PLANS SHALL REMAIN WITHTHE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. ELECTRICAL S`r'M. LEGEND LIGHTING FIXTURE $ - SWITCH LOCATION FIXTURE NO. FIXTURE CATEGORY LOCATION MOUNTING TYPE LIGHT TYPE - DUPLEX OUTLET IN BASEBOARD FOI DOWNLIGHT - C. Inch CEILING MOUNTED FLUORESCENT - OUADRUPI.EX OUTLET F02 DOWNLIGHT, WET LOCATION - 6 Inch CEILING MOUNTED FLUORESCENT 9 P03 LUMINAIRE - 2' X 2' INDOOR CEILING MOUNTED FLUORESCENT o G.F.I. - GROUND FAULT INTERRUPT F04 LUMINAIRE - 2' INDOOR / WET LOCATION WALL MOUNTED FLUORESCENT F05 LUMINAIRE - 6' INDOOR / WET LOCATION WALL MOUNTED FLUORESCENT m - DEDICATED OUTLET FO6 EXTERIOR WALL LUMINAIRE OUTDOOR WALL MOUNTED FLUORESCENT POT EMERGENCY EXIT LIGHTING INDOOR WALL MOUNTED FLUORESCENT 3 - - (I) TELEPHONE FOB HCE31BP2T-OLEO-ADV-5-AIG-16/ITOEC13 INDOOR PENDANT 100 TO 150W EDIT MH O (U CAT S (U CATV IL W N T z ogo 0 A-4.0 a U WOMEN'S ROOM m F02 I—q1 F02 F(,02 • IL'I FOI two POI CNTR. 1 i� • � I III II p LOCKER ROOM ❑ G.F.I. MENOM c NTR. POI FOI OI G.F.I. F05 10 �•a f IQ III l , CNTR F03y'_ / G.F.I. � F02 �IIII d Y�'I, 'll F04 Til -'cNTR. , � G.F.I. Lz, - - - - - I IL I I FOI — - OY UTILITY C-LOSETO I FOI O Ua mm I A-a.D COLD STORAGE W x z LL FOI FOI FOI FOI FDI WATER COOLER - d 0 O v. F03 STORAGE ROOM _ N _ I c TR. O O �2 •m9 I G• .1, OFFICE S � 0 � L f L... CTR. - J G. .I• F01 FOI Fpl FOI FOIr o FOI ENGINEERS - — - - - - - - - - - - - - (- - - - - - - - - - - -- - - - - - - - T rn 'il`, SJ W W F03 FOB O F03"FOSGL. P'p� mO RCF' P,�\I BION 6 � ENTRY HAL JEF T. euTLEF:.P.E. � - - - - - - — I ` � I � � I OFFICE NO.Y I OFFICE NO.] �I 4 _ I ~ O JFo3 Fol ; U I' O FOB FOB F09 / ��� CL. p m v I O } � z t Fol .4 Z fo7 a �p QO R w a Z3 0 " W -a 2-1 ° n �' P-4 ^ I I I I I a ILL • F- d z 1 2 3 4 5 g " ° o PAGE: 17 PROPOSED ELECTRICAL PLAN EXISTING _ 0 O a MAANCE / PUMP SCALE: I/4" = IbHOUSE HOUSE BUILDING v r m O O THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OFTHE ARCHITECT AND THEIR USE AND PUBLICATION SHALLSE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRRTEN PEflMISSION FROM TIE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT8ISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. O ri 9 51TE DATA: o Q OWNER: LAUREL LINKS, LTD. ° WELL5 ROAD o� 5GTM No.: 1000-125-04-24,23 ° cry 51TE AREA: 6,738,732.00 SQ.FT. (1541 AGRE5) } s ZONE: A-C, (AGRICULTURAL CONSERVATION) ILMOWuk. ° = z N o �v USE: RESIDENCE AND GOLF COURSE `� o m o NO SURFACE WATERS WITHIN GWMZ: IV 300 FEET OF PROPERTY LINE ~ m Z � WATFR SUPPLY: NPUBLIC,GVD MSL Ig2q ,,••,�:.; � ~ � � s p z a DATUM- ( ) O �� �foxweee..d: ~ NO WELL5 WITHIN 150 FEET m Lu o OF PROPERTY LINE EXI5TING BUILDING AREA = 24,3014.00 50.FT. 6 ° m ` Q J a WITHIN ZONE (A-G): o z < g LL 3,5'1515 LOT COVERAGE °�� WORK I I- Z GREY AVENUE Lu 5 ❑ N F SANITARY YEILD GALGULATION5 BA5ED ON: J x N (LAND THAT WILL NOT BE USED FOR AGRICULTURE, GOLF COURSE OR Q s � � i STONE 4 Mif�O W SAPPILY z o RECREATIONAL TURF AND WETLM05 OR WATER SURFACES) �, 4 �' ° g Q o o Q o S > ILL wRETAL! !512 518°42'40"E 245.02' °; www >IL ILO w Cfl Q �` LLLLLLLLLLL AREA NITROGEN FREE /WATER FRE AREAS) - N PAGE } \ m W ao ,� L•LL•LL LLLL SITE AREA - (PRIMARY PLAY AREA NON PLAY GREE S z mW © 518°40'00"E �Q ° ° ) L LLLLLLLLLLL LLLL ���-�•� �7 ���p�J�� LOCATION MAP• _Q O O 7 N LLL LLLLLLL 513°455p•E 518 31'50"E 660.41' LLLLLLLLLLLL LLLL /IL 1 L�INDS } WATLI� JVIV /[VES) tf1 O O N NNLLL L•L��-LI�L LLLL h N LLLLLLLLLLLLLL LLLL _ NOT TO SCALE 5 NLLL LLLLLLLLLLLLLL LI„LLLL q� LLLLLL•LiLLt•LtbLLrLLL' ' ' LL4LIyy_L�_L�L�LI�,L�LLLLLpprE LLLLLLLLLLLLLLLLLLLL TRDC ' y LLL LLLLLLLLL'LYL�LL' LLLLLL LL•.LLLL 773.42' 2 LLLLLLLLLLLLL LLLLLLLLLLLLLZ-LZLLLLLZZTLLLL'L---- rL✓.LLLL LLLLLLLLLLLLLLLLLLLL NITRDC FREf) O O O O O O O O W USES STONE I way{ LLL L PREVIOV✓LY - LL•ilyLhLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL_ _ LIELLLLLLLLLLL LLLL ,,� �n.y� \ F- � LY ( �7✓' LLL LLLL L LLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLL'LLiL+.L{ LLLLLLLL LLL b,1,7V,IJ2.00 S.F. - (�,02q,300.00 S.F. + 275,502.36 S.F. +28,241.94 C�w,•p LLLLL /�ppp�/�,•� LLLLLLLLLLLL LLLLLLLLLL LLL LLL L APPROVED LLLL LLLLLLL LLLL ,.� I LL S.F. + 56,gi2.10 S.F) oc LL r-J'Y O LLLL L LLL LL AREA NITROGEN FIRM _ v Q-- LLL LLLLLLLLL •�O O O LLL ' ' ' ' ' Q u- a,SAE, LLL LLLLLLLL LLLLLLLL LL (2,138,132.00 a1 00 LLL LLLLLL 00 fl p ® LLL . . 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LL LLLLLLLLLLLL L L RIVERHEAD, NEW YORK 110101 ,��• =L LLLLLLLLL 21q ,Q LLLL LElm LLL LLLLLLZ'L'L"LL •tit�.L LI,-L L LLLLLLLLLLL LLLL LL LLL YY1G E 6 _J.y LLLLLi••'L•'L•LLI�LLLi.LLLLLLLLLLL4LLLLL (516) "'12�-2303 _ • LLLLL LL LL LLLLLLLCCLL'LL 'CIL C'1[LLLLLLLLLLLLLLLLLLLLLLLLLLL LL L I LLLL U7 r L- . k LLL " " " LLLLLLLLLL- LLLLLLLLLLLLLLLL LLLL ° 1= LLLLLLLLLLLLL LLLLLLLLLLLL ' DRAINAGE L LL LLLLLL. LLLL C LLL LLLLLLLLL 9 C7b/� LLLLLLLLLL LLLLLIaLLLL C I °53'40°W 231.62' LLLLLLL LLLLLLLLL RE51iTIA1 NOO LL LLLL O c�Q b L=2 .0 OVERFLOWALL g ff. I�.L/1 LLLL tel. I L=25.06' " ' LLLLLL • , , , , � - LL RESIDENTIAL 5 O J^J 2 ,12 . LLLLLLL �i . . ..... ... . . ..... . LLLLLLLL LL-L- • f`,�J1''J' � LLLLLLLLL LL LLLLLL .�'I• . . LLLLLLLLLLL LL O R 2500' R=25.00 �o LLLLL 1°fib �j�o - + + L LLLLLLLLLLL L T \ N Y. L-30123' , ZJ. LLL LLLLLLLLLLLL �• 1=28.34 _ LLLL . .. SL�'•L♦ + + LLLL �•�•, p� 0 4l , R . . 'r + ++++ + LLLLL LLLLLLLLLLLLLLLLLL Y` L "-- .: !'�'t/L./�Y ji'i i•t i��:�':�:�'�e se!'" �"7�'t'n�!•3��.�`iti:!\��'a.ufr•:.i • U5B R=010.00 L=3 LI LIL ��, VACANT 1-=114.06' LL � � + + + LLLLL LLLLL LLLLLLLLLLLLLLL � • � L � O LL p + + LLLLL LLLLLLLLLLLLLLLLLLLL y L �LiFFOq K COLS S + * LLLLL LLLLLLLLLLLLLLLLLL LLL r ai^.r•I°r. FRONT YARD ','•' ,'• •',', L � . . + LLLLLLL LLLLLLLLLLLLLLLLLL Y� ' LLL � � Ai�'s�RCi'1:'�L_. ��`��&�� �� ,�� ��\1y+„�He�+J 0-O' . . + LLLLLL LLLLLLLLLLLLLLLLLL . . LL 9 �` k'.:w�:Tf`�.. ��-._...- n SETBACK - b . . . , . L 3 + + + + LLLLLLLLLLLL LLLLLLLLLLLLLLLLLL LLL 'v w.-• {), C��f��~��._- Z ' ' • ' ', LL + + + + LLLLLLLLLLLLLLLL ,h LL QZ y��,,yyA n -_- - Qq ' ' ' ' ' LLL ++++++ LLLLLLLLL LLLLLLLLLLLLLLL LL i .-,a ry l'.! a II ''�'•'•' LLL LLLLLLLLLL LLLLLLLLLLL LLLLLL ,' 'F'• LL C .r ~ --r- Y P LLL a �� c a .�.":�r l?'d <ti v •. + LLLLLLL LLLLLLLLLLLLLLL �,c L � W, LLL 8 LLLLL LLLLLLLLLLLLLLL +'• f Y , r,rv- ,� gra 4'^ ' "� L•� LLL LLLLLLLLLLLLLL+ N LL LLLLLLLLLLLL L �''}'•h:f...' ' f B° q � ^ v -O LL LLL Ill S LLLLLLLLL LL t LLLLLLLLLL . . . . . . . . LLLL LLLL . . . LLL /6'° . . . . LLLLLLLLL .•.O. L F� S iCR21�.1 ;':3zI:�;PE 1;rd Lr,: .. - FF"''ll . . . LLLL LLLL LLL J?3� LLLLLLLL L L � � X LLL W LLLLLLLL r LL �. �, "A+y w.,_,,,,� •\U^ t`rl LL LLL LLLLLLL L . . . . . _ LLLL . . ..�. . . LLLLLLL ���+++ � LLLL p N . . . . LLLL L LLL ���9QQ + + + + . . . . . . . . . . . . . . . . .. LLLLLLL __.�_. it^ 'n."_.,. LLL �Il + + + + � -,.�` ;._^r.-�....._r,�� LLLL` v J EXI9TIN6 LLL ++t+++*+ . . ° .; " a.. '.. IRRIGATION® LL LLLLLLL r -y LLLLLLLL LL J TY` ° ;*_-r ��•, X LLL m-' LLLL . . . . . . . . LLLLLLLL LL i' 013, \ ,,-. .. L , LLL LLL + + + . . • WELL N0.1 LLLLL +9 t + t + LLLL OUT PARGEL OF 'LAUREL LINKS' + + + - x n} ;�`.. ,a"'�" ;` ,w�..--..� LLLLLLLLL L �y f,•,.�'�ii d`il u:i.w.�iJ taL,t;] 3o•:�:i,a�.-"mss,, (NOT POR LLLLLL + + + + LLLLLLLLLL L Q LLLLLLL LOTS ROAlDS AND OPEN SPACE + + + LLLLL' LLLLLLLLLLL 2 POTABLE USE) LLLLLL ++ ++++++++ I t++++++++ LLLLLL _L LLLL LL �� PREVIOUSLY i O '� � ,o LLLLL + + + + + �• t + + '.'.'. . .'.'.'.'. .. LLLLL APPROVED .LL LL LLL LLLLL J� _ �/� LLLL MAINTENANCE NQ LLLL + + t t ,�. AREA '� 40.354 AGRE5 + + + . . LL LLL LLL THE NYSDEG FRESHWATER WETLAND • v �J p LLLL + + + + + �, t + + L 5ANITARY 5Y5.=L LLL , X90 LLL + + + t + +. t. .+.. . . + + + BUILDING ADDITION c� LLLL + �+ + + + + + + + + + , , LLLLLLLL LLLLL BOUNDARY 15 EQUAL TO THE 100 SETBACK Q- SM DW6 5-21=0R LLL +D t LLLL + 31 t + + + t t / ++++ \ LLLL ON SITE PLAN PREPARED BY YOUNG d O� O L d + LLLL YOUNG LAST REVISED FEE3RUARY I, 2000 t SANITARY Aa-BUILT LL LLLL ++ *+++tt+t+t+ `w� LLL LLLLL + + + + + + + ++++ LLLLLLLL LLLLL AS VERIFIED BY 5. LORENiGE AND D. RADKE N +�- h, LLLLLLLLLLLLLLLLLLLLLL LLLLLL ON NOVEMBER 9 2000. 5ODH5 APPROVAL AREA m ULLL LLLLL t �+ t + t + � + + LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLL O , DRAWIA'_' o LLLLL LL "+ + + + O + + LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLL NG \O y` LLL LLLLL LLL + + + + + o + + + X.2°WT LL LLLLLLLLL LLLL LLLLLLLLLLLLL LLLLLL LLLL LL LLLLLL LLLL L LLLLL L LLLLLLLLLLLLLLLLLLLLLL L•LIsL LLLL �q'�3 LLLLL LLL + + + O + LL LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL LLLL • d w NI135'40"W LLLLL LLL + + + + + + t LLLLLLLLLLLLLLLLLLLLLLL LL ° • �16DIVISIONOF a,> LLLL, + ++++++ + uj LAUREL LMCS' N + LLLL + + + + + ' + •LLLL / 148.101' NO SURFACE WATERS WITHIN Lf) SPACE PI , " s, T_ INSTALLED +++ LLLL ��++++++*+ 3 2�\ ++ j 300 FEET OF PROPERTY LINE Q � AREA=oia18 AC ,, ANI RY 5Y5. t LLLL + + '\�+`� . . LLLL. . . . ({��' y� BUILDING TABLE O USE.VALANi N. + + LLLLL + +r++ + L CJ•o o (SEE WG 40.2 FOR No. BUILDING TYPE BUILDING U5E HEIGHT AREA Z FRANK S b, BUILT INFO SEX.CUTOP d _LLLL + NO WELLS WITHIN 150 FEET A55EMBLY b255 50,FT. ' OF PROPERTY LINE A Ex.CLUBHOUSE N ANP KF.CARLIN METER LLL ++ ,�� USE•RESU7BIGE .\ "L LLLLL L LL PREVIOU5LY + N Ew B EX.CART STORAGE STORAGE 5,171 SQ.FT, � 5\� APPROVED 5ANITARY 5Y5. + + a + CD, N \a + - D EX.MAINTENANCE d PUMP HOUSE STORAGE -' 4204 SQ.FT. L u ,"� • L` WM LL ++ •',','. . . LLLLLLLLLLLLL °\ E EX.HALFWAY HOUSE COMFORT STATION - 536 SQ.FT. m �1 1 w \ L EX.wTR L . . . - W301VI5IONOFWELINOS' \ L . . . . . . . . . ....... . ...... ...... . . OPEN SPACE PARCEL b LLL SERV TO LLLLLLLLLLLLLL L F EX.SUPERINTENDENTS HOUSE RESIDENTIAL 1918 SQ.FT. N LL _ LLLLLLLLLLLLLLL _ LLLL MAINT, BLDG. LL . . . _______________ AREA`Ib320 LLLL LL 520 3 S1 2'23"E--7-- 11E, --__==_-___ - G EX.MAINTENANCE ADDITION OFFIGE/5TORAGE 5A00 SQ.FT. ,ci9 0 3493 ES S10 USE VACANT � LLLL LL . .�. . , . , . . . OF NP LL EXISTING IRRIGATION WELL ++ . . °\`�� • 42.2cl'51"W =_-_--_ SURFACE/AREA LEGEND: Nal(NOT FOR ++� D: . . . . . . . . 42.201' 9NN1510N OF LAUREL LINKS' T •E + + N3 °4 JEFFREY T. BUTLER, P.E. LL + + ' GOLF LOQ MAM�TENANCE P F�LF GCIAt�ISE;NAINTENANGE LLLL + + .. -_12--_-_- _-_-_- _--_ __- / LLLL + ' ^�Q� FT 54'1 AG LLLL + ' ' AREA OF SITE' ❑ Q EQUIftW AND STORAGE AREA LtL L L I I `�� __-- -_==__----------- - =--__-_-- EX.2"WTR b0140'E 6, 38,732.00 EXISTING (I ) O U] ❑ ❑ \ L L ++x`b+ + + DRAINAGE OF -____--_ 518°04'40"E ° OUT PARGEL LCL ++ + OVERFLOW AREA I '�?�° _______ 130.21 100300'20"E AREA A5 INDICATED LLL + ++* + 539°48'10"W + I NO WELLS WITHIN 150' °� L L 9 + . . LL I I EXISTING UT NK LAY AREA OF PROPERTY LLL OPEN 5PAGE AREA = 4o W - . . . . L L RG O PARGEL OF �\k^ LLLLLL 3260 • LLLLLL , �'' 19 W O4,02q,500.00 50.FT. m , LLLL . . . . . LLLL J� , . + . . . . . . . . . . . . . . . . . . . . . . . . .. LLLL . . LLLL y . . . .. . . . . . . . . . . . . . LLLLLLLL ?S3' ° LLL LLLLLL N °44'40" 265.14" 166°04' ( G) O �. LL 'G LLLLLLL S1.2,�/O0"� / /20.Og13 AGRE5 L-33554' / LLL LLLLL LLL AREA • q a L _ DED RELu LLLLLLLL O LL LLLL LLLL . . . . . . . . . . . . LLLLLLLLLLLL / $ / L� kb�, LLLL L LL 1-7.1 LLLLLLLLLLLLL EXISTING WOO �0 . . . ... . . . . . . . . . . . . . . - •y' L . . . . . . . .�. LLLLL LLL LLLLLLLLLLLLLLLL2 R �2\ LLLLLLLLLLLLL = 11.7 AG RES ° o '� LLLL 535. LLLLL LLLLL L LLLL . . . LLLL . . L LLLLLLLLLLLLLLLL ' L LLLLLLLL L 63 50' L L L L S LLLLLLLLLLLLL (1 7. � LLLLLLL � 0-11,012.00 SQ FT) ,LLLL . . . . LLLL LLLL LLLL . . LLLL LLLL . . . �Q LLLLLL LLLLLLL .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , LLLL . . • . . nn// L LLLL , LLLL . . . . . . . . . . . LLLLLLL . . . . . �9C ., LL L LLLL IN0 P, LLLL- L �\ LLL LL LLLLLLL LLLLL lIO LLLLLLLLLL LLLLLLL LLL LLLLLLLLL L LLLLL \ L LLLLL L LLLLLLLL L . . . . . . . ., LLLL . . . LLLL LLLL . \ LLLL LLLL �� .. PREVIOUSLY APPROVED FO c�c E 218.23 ACRES AREA O O O Q 11 LLLLL LLLLLL LLLLL LLL LLLL . . . . . LLLL . . . . . . . . . . . . . . . . �� --- . . . . . . . SANITARY SYSTEM 83 e 50 FT = F LLLLL � � . . LLLL , . . LLLL . . . . . . . . . . .. . . . . . . . . . . . . LLLL . . . LLLL . . . . . . . . . . � ............ .6 J X LLLL . LL� ��y- C (1521 O � ( � '� LLLL . .. . . LLLL . . LLLL . . . . . . LLLL . . . . . . . . . . . . L LLLL LLLLLL L ........... FACES '^,-�j L ID 0 LLLLLLLLLL . . LLL - L L LLLLLLLL . . LLLL . . . ' . . . . . .�.�. . . . . . ' . .�. . ' ' . . . . � LLLL // EXISTING WATER SUR I . . "4 - 1.31 ACRES z lel ) L 5 12 10 5Q F . . . LLLL . LLLL . .. LLLL LLLILL EXISTING Nl}TIVE AREA . ' ' . EXISTING NATIVE AREA �A' LLLLLL LLLL . . . ( 6 q T 0.0 Z NO SURFACE WATER NO SURFACE WATER I L ° LILL LLL ,i G �•�/ LLLL LLLL . . . EXISTING NATIVE AREA . . . . . . . . ILLLLL « .«««++. + •LL . . OR WETLANDS, 1 I P� . . . . . . LLLL LLLL . . . . . . . . . . . . . . . '_� /�' •�/ 1 LLLLL • EXISTING ._I W \ LL � � � •... .. •. .. . �. . �. �. � � �.�. . .�. .�.�. . . . .�. .�.�. � �. . . . . . .�.�. . . OR WETLANDS 1 1 P,/ LLLL . . LLLLLL LL NO WAGE WATER L LLLLLLL '.*+*«*;*.'+*+* NON-PLAY GREEN SPACE J t-► � '- A �P� L•LLLLLL m 1 LL . . . i"IG.1LT'l . . . . . . LLLL . . 111CCC USE L L r LL LLLLLLL = 6.33 AGRE5 ,� #k O O LLLLLLL LLLIL LLL +*+*+*+ - FIORf�EFARM LLLLLLLLLLL (215502,36 5Q. FT) LLLLLLLLLLLL . . . . LLLL . . . . . . ---- _ ' ' ' ' ' ' ' LLLLLLLLLLL . . . . . . . . . . . . . . . . . . . . . . . . • . . . . LL LL__ L1�LLLLLL$ __________ EXISTING WETLANDS 0.648 AGRE5 �- . LLLLLLLLLL LLL t� '^ CP .; . . . . . . . LLLL . LL LLLLLLLLLLLL . . . . . L LLLLLL LLLLLLL --------- 1 X17 .•�•.•� L•LLL ' LLLL. L LLLLLLLLL tL- L '^� • �� . • ' ' ' ' ' LLLLLLLLL:LLLLLLLL 510E YARD SETBACK = 20'-0° ' ' LLLLLLLLLLLLLLLL Z LLLLLLLLLLLLLLL __ __-____ (LOCATED IN 'OUT PARGEL OF LAUREL LINKS) � \\ O LL_ LLt LLL L , ° " • . • " " ' LLLLLLLLLLL LLLLLL LLF (LLLLLLLLLL LLLLLL O 33 .1 NIB 20'1 W �; -_---_----__ L LLL ---------- L �, �, �• LLLLLLLLL�LL,LLLLLLLLLL LLLLLLLLL LLLLL = (28,241.014 5Q. FT.) � N2a°�J 'W �T� RESIDBrnAL LLLLLLLLt+C Lr_LLLLLLLLLLL °LLL'LL LLLLLL _________ RESIDENTIAu RE5IDEIAL USE: �; USE; ° NI9 44'20'W 265.31' DELMAR DR. O (� I1;E: ; USE= USE: VSE: 28f3b1' NI9 20'w, 2gg4�}' EXIST. PARKING AREA O LJ ❑ ED U RE51DENrIAL RESIDENTIAL USE: RESIDENTIAL ' RE51DENnAI RESIDENTIAL RESIDENTIAL RESIDENTIAL. USE:RESIDENTIAL 7'3 I,•--J Ln_S ED RESIDENTIAL RESIDENTIAL RESIDENTIAL RE51DB1nAl ta: (�� USE:RE51DBdiUI gq,034.00 50.FT. (22l AG) Z Lu \ USE:RL51DBlnAL USE:RESIDENTIAL USE:REIDENTUA ISE:RESIDENTIAL VACANT Et3 121 ED ❑ L..�S Et � Q �Q DELMAR DR. USE:RESIDBITIAL DENTIAL O O Ll DELMAR DR. 15y-MW KEY LMA wU s�lrx+ KEY CATCH N N � � = CATCH BASIN �C = LIGHT POST a Q = MONUMENT NO 5URFAGE WATER5 WITHIN NO WELLS WITHIN 150 FEET Lu 41 ha = GAS VALVE P A(5E : �a = WATER VALVE = STAKE 300 FEET OF PROPERTY LINE OF PROPERTY LINE MI, = MANHOLE COVER = HYDRANT Ik. KEY PLAN �, = UTILITY POLE I SPECIAL LINES = OVERHEAD WIRES 200 100 0 200 400 600 800 1000 = CONC, CURB RECEIVED � GRAPHIC 56ALE I ( IHAR 0 2014 F " . ETH SERVICr OFFICE OF WASTEWATER IIF=•' , d N I N Z V- v 0 p U cz (Y o Il.4unl Lake J ri 6 z L v Z If,, K1 F- 41 pit, Y.mWek�oYeMs Whi zr N �°, m } 4 U1 ° 40 rLu � � o 3q w_..« \ WORK SITE o o Lu o o LU hl QzNF- z < s \a% - � � ssmul 36 � A W z = °L EX. P.G. SLAB FOR EXISTING P.G. y ° omaL0. wPo � DRNG PIPE I.E.31.16 N CONTROL RETAINING WALL N p o ° p o p N p \ 3s IRRIGATIO �c 5 > > -y � w > dq s '• �, EX 4"5TRM DRNG PIPE TW = 36.5' Lu p TW= 36.5' PITCH BW - 36.0 � owc owe `a� w > i 3 E-�-0-- --- - - - - - - - - - - - - - - - - -_=__ __=- _ =--= DRNG PIPE LOGATION MAP: z a� ao cv a ry m - - - - - - - - - - - -_ __ - - -------- - - -- --- p 00 N c� 7 N 7 4 �E.3221' > `� ° g ry o o 1 - - ry �. r V r tt1 NOT TO SCALE = 100.00' a \ �Ccl TW- 3b.5 40 \7 BW= 32.0' PROPOSED SANITARY YIELD CALCULATION: SEWAGE DESIGN CRITERIA VC), EEL \ \ GROUNDWATER MANAGEMENT ZONE IV `a X `���` �j/DRNG PIPE I EXISTING 3� I.E.31.10' 5EPTIG TANK \ METHOD OF WATER SUPPLY - PUBLIC / I x \ ALLOWABLE SANITARY FLOW-600 GPD/ACRE . . , 600 GPD x 53.63 ACRES = 32,358 GPD pEx.5TRM.DRNG. ,, i EX. SAN PIPING 38.4 35 [SEE 'SAN YIELD GALG. BASED ON:',lSHT I)] � EXis f LEACHING POOL / 0 5LD GVR 10V x 13'EFF.DEPTH I EXISTING SANITARY SYSTEM SERVING: CLUBHOUSE: 204 STALLS 6 15 6PD/STALL = 3060 GPD I MAINTENANCE BUILDING ADDITION PROSHOP(RETAIU: 912 S.F.6 0.03 671`0/5f. = 21 6P EXISTING I 0 EX. 1200 GAL SEPTIC, TANK - • <� \ 10 SD / o MAINTENANCE BUILDING ADDITION -�(,DRNG PIPE/ cn RESTAURANT: Ib5 SEATS® 10 GPD/SEAT = 1650 GPD o EX. F.EL. 32.50 I.E.325' EX. b N x 12 EFF. DEPTH LEACHING POOL CART 5TORAGE BLDG: 5111 S.F. 60.04 GPI26 F. = 201 6PD . . (ON SLAB - NO BASEMENT) 2 v SAN. 5Y5 STRUCTURE POOL HOUSE: TW = 365 �, 2 SPA: 1248 S.F. 6 0.10 6PD/5.F. = 125 6PO BW = 32.o A5-BUILT LOCATIONS BATHING: 50 OGGUPANT5® 5 GPD/OCG. = 250 GPD j s / '' EX 4 SHOWERS 6 50 GPD/SHOWER(GREY WATER) Ste: :•• ' .. O \ 1 TAG DISTANCE CATERING: UP TO 34® 5 GPD/CAPITA = 110 GPD <� p 32.16 32_37 A 32'-10" AINTENAWE DG: 4204 5.F 6 0.04 6PD15F. = Ibb GPD • EX. A/C 300 GAL. M BL D& .:y 33:18 • sa " ° WA5TE OIL TANK d �8 LP G 4T-0" MAINTENANCE BLDG ADDITION: L) (Y1 33 56 ® P/G SLAB D 36'-011 STOR AREA: 2400.89 S.F.6 0A4 GPD/5F = 9bA4 GPD • OFFICE AREA: 2368.44 S.F. 6 0.06 0/5F = 142.11 GPD 6PI'-1 Sd S)PERINTENDENT"5 RE5IDENGE: 300 GPD = 300 GPD •• . . 32.1 O HALFW ( 055GPDi °00L ER5 �� �T�• r = 500 GPD Tom", d (40% OF 250 TOTAL 6OLFER5/DAY) � u - • tY m � D 1,200 S.F. 603 6PD/5 F 3b GPD O � sIMM . - IQk9'O HaDR. .' ID'x9'ON.'DR.• Ok9' 'OH DR. , 32.08 EXIST. TOTAL 517E FLOW(DENSITY) 6,731.15 GPD m EXISTING . 4.. a ° ° 4 a..< . P.G. RAMP ,.. 32.4 EX. MTR z �1- 36.3 a . a a a. 32.7 32.92 32.8 X Z X- ASPHALT PAVEMENT . ° Q � ��32;,01 _ _ aa , da `°, •d 09a, ` 2" . V.2' C1.2 X G ` SANITARY SYSTEM SERVING 32.34 3 G 345 G EXISTING REINF, P.G. APRON a• a aa ° EX. 6A5 SERVICE LINE TO REMAIN MAINTENA 4. ° EXISTING NCE BUI;LDIN6 ADDITION: AEXISTING STORAGE AREA:.4, 8'x6' COVERED BREEZEWAY �r .{.,� O � • a . 6 OD4 GP.D./5F. = 9b.04 6LY X;32.64'. a, 3127E ,'X .`; OFFI6MAREA: \ EXIST. WATER SERVIGE PIPING SERVING MAINTENANCE BUILDING ADDITION 2368.44 S.F. 6 0.06 G.P.D/S.F. = 142.11 GPD • TL 1215GHARGE = 238.15 GPD s 32 91 a4. °a (I"V COPPER PIPING) W - EXISTING SEPTIC TANK: m a :'• 32.7X 238.15 GPD x 2 = 4163 GALLONS REQUIRED . (1)b'DIA x 4' EFF (1,200 6AL CAPACITY)371 • X EXI5TING LEACHING POOL: L.LI 31.68 W � X. a a EX. 2"(P WTR 5RVG TO EX. RPZ 238.15 GPD/ 15 6M/5F = 154 S.F. REOV 11-N EX. GRATE 3171 DEVICE AT ROAD (TR) (1) Y DIA x 12 EFF. DEPTH 000 GAL CAPACITY) FOR S.D. L.P. ' I .. •. ° d .1 ENGINEER: X 36 °. . 32.57. 32.16 ° 32:4 ' a P �-'`��E T e yo • /Ex15T. SITE PLAN BASED ONSURVEY BY: IN. �T���� • EX STING T. YOUNG I YOUNG,LAND SURVEYORS A5PHALT-PAVEMENT p.. ° 32.0 400 05TRANDER AVENUE t uj a a� a. 8'cD LP RIVERHEAD,NEW YORK 11901 ,`;' (X (516)121-2303 t _Z_ z 0 32.5 / �� 073493 ��C7 Rp P LL V o EXI5TING O \O m W MAINTENANCE BUILDING �� Q N m s F X X. ,est E �-- Q 374 r.._. _,., v AND PUMP HOUSE _ Esso A Z.� F.EL. 3250' \ w . � EXI5T. FUEL TANKS AND 5L B; . . ° X _. '' ,g I JEFFREY T. BUTLER, P.E. F z 2l5 SAL DUEL' OIL TANK, `. EX. 5AN O RIM 32.04 34.1 • �' O ..: , °a Q 215 GAL DIESEL.FUEL(TANK; AND. a' PIPING w (� I d f a; X � „ . 250_GAL`WASTE OIL.TANK °. a SS RI j3 �1,�,� iI TD" 1X �� O 2.04 X EXI5TING -r, ;r. 5EPTIG TANK : .. O t< 323p. 3213 a ,. < U- 32 - 32.45 �' °. u x ° .. :�' t N L1 \. X. RIM 31.67 a .,_.. ,. ... ,' z CQ LU d ,. b ° A 0 T : EX. GRATE _.�,..._-_ .___. -- I � FOR S.D. L.P. ., °aa. g !L d' QCZ I (L v � Q Q a 4 . X \ 32.0 0 �"� � : ° .. T 5T � H LE z X.32.2, EXISTING 4. SHEET INDEX: �, z w O yQ ASPHALT PAVEMENT 8.1 5-1 51TE PLAN J �_ a EX. GONG WALL AND 5-2 A5-BUILT 5ANITARY 51TE PLAN J r 32.19 : 32.31 a 8 1 TW 32.60 SLAB TO REMAIN W < # 0 O tJ 32.19 h1 34.3' tCl 32,0 x �/,� (�/ .� U- - 1 1LL �..' \ •. 32.1 E 33.06� E __� I �1FN>D . X EL SERVICE 349' PROPERTY LINE E•"1 -1 In Q 32.56 GONG. E EG VIG (TR) EL. a, d DARK BRbIr ss x- . RAMP 339' EX SANITARY SENIER In `32.13 32.24... EL. LRAM(OLI -Lt7 � . . T EX.WATER 5ERVICE PLAN 50-5v PARTIAL SITE _ _ ��' '. EXISTING5 (4bO VOLT UNDERGROUND I LEGTRI�AL.SERVICE)' _'' 3La �Ram(OLJ Y - EX.STORM DRAIN MM E EL.31 A, LOAM(OU F•�i � W E E' E . . - 32.3 EX. ELEG. 3.0' EXISTING O •.\• EX. ELECT. XFMR FRAME GARAGE PNLS EX GONTOLIR --_6-� w LEI 30 TO REMAiN F.FL,EL. 32.G�' (TO REMAIN) r 0 Q 10 5 O 10 20 d' ew=---- C -- „ �-c C�RAPHIG SCALE I - 10 D -�• 'X 32:22 .Lr, EX BOTTOM t TOP rw DATA of RETa1wN&WALL ` 321 )( X 32.2 PALEBY BROFAd PERFORMED AS EX.5TRM DRAIN GRATE COVER 3 . t FIFE TO YOUNG t YOUNG CO? ON JULY 16,2001 EX.5EPTIG TANKPA6E : EX EACh11N6 POOL \ * 0 .L ( off EX.SPOT ELEVATION5 x 6.0 TE5T HOLE � 20.4' 32.7 \ 3 -ITA' EX.FLOOR ELEVATION EX. FL.EL. = 32.3 O 2.8 S � 2 EL. 11.9' (5).EXI5TING . . NO WATER ENCOUNTERED EX MTL 2 f 2 SPRINKLER•BOXES SHED LN 51TE PLAN BA5ED 51TE DATA: C$ ON 5URVE*,r BY: OWNER: LAUREL LINK5, LTD. WELLS ROAD 5OTM No.. 1000-125-04-24.25 YOUNG 4 YOUNO, LAND SURVEYORS 51TE AREA: 6,758,152.00 5G.FT. (1154.77 ACREV RHEAP, NEN YORK I ICIOI Lmu Umkel _j4, 0 Z CN 7L, u5e: RE51 )ENCE AND GOLF COUR5E 4 _t (51 J, _121-2305 7 L) A — �i NO SURFACE WATERS WITHIN 65HMZ IV 300 FEET OF PROPERTY LINE It! HATER 5UPPL"r. PUBLIC -7t DATUM: N6VD (M5L Iq2q) C) NO WELLS WITHIN 150 FEET -7 BUILDING AREA Icl,3q4.00 5G.FT. OF PROPERTY LINE EXISTINGSQ WITHIN ZONE (A-C); U_ o U-1 o 2.b496 LOT COVERAGE LL ------- LU GREY AVENUE WORK LU e Z PROP05ED 5UILVINC7 24,3414.00 50.FT. "fiZ AREA NITHIN ZONE 5.51% LOT COVERAGE nJ LY D � wJ�' A �. ,' g LL (�i I? rY OL STONE A MA5W SUPPLY �' 56BITARY YEILD CALCULATIM BASED ON: TE5I HOLE DATA �p LU w E C., C' Lu I Uj c, C, '42'40'E A6 PERFORMED BY Ln LU 245.02' (LAND THAT WILL NOT BE USED FOR AC71RICULTURE, GOLF COURSE OR YOLN&4 YOUNS ,ana 1.65 .4 11, SO LLLLL LLLLLL - LU 5; 5; > AD ON JULY 10,2001 Ce Ly 5 LULLL LLLL RECREATIONAL TURF AND WETLANDS OR WATER 5URFAC 15-5) > C:3 51&*40'00 L LLLLLLL1±EL LLLL V CY 'E LLLLLLLL ILL (14 513-45,50 51&'3150"E &60. LL EL.34A' LOCATION MAP: 0 L LL-L L LL LLLL of L_LI 00"E LLLLLLLLLLLLL 6R"7 7 LN LN LN IN LLLLL t- LL 3 LLLL I 512034 1 LLLLI I I LLLLLL lb,�Rk LLLL LLLL' LLLL AREA NITROGEN FREE HATER FREE AREAS) NOT TO SCALE > LLL LLLLL LLLLLL LLLL LLLLLLLL LL 77342, _5" t- LLLt.L�_-�L6LL.L6666L1_ (_L[,.�ELL"L� _LLLLLL­­ LN A? Ilil L L_LL I LL L.� S� 6 ii:!I! ,LLLL L LLLLLLLLLLLLLLLLLLLLLLL L L!LL�L=9tr!!!� LLLLL-1- L LOAM(01.) -/ I L LL LLLLL � I I tEHLEE9 _LL L LLLLLLLLLL LLLL 5N . . . . . . 4 r_ L , � L LLL LU.STONE I � S . - L .LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL�LLLLLII , , I TLI 'I� I LLLLLLLL 51TE AREA - (PRIMARY PLAY AREA + NON-PLAY'6REEN SPACE + 13 L LLL LLL L LLLLL.LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL' -' " "� 11 LL LLLLLLLL L EIR"c4AYEY L Kk5M 9JPPLY VW 11 L LLEL LLLLLL LL LLL±±LLLLL LLLL ELLILL LLLLLLL LL L WETLANDS + WATER SURFACES) (3 LL LLLLLLLLLLL LLL L L LOAM(01J. LLLL.LLLLLLLLLLL L AREA NITROGEN FREE) EL.51.q'- 1 1 . LLLLLLLLLLLLLL 0 _LL L LLL . . . . . L L LLLLLLLLL 0000 . . . . . . . . L IL :16E�:'_RETAIL_ L L LLLLLLLLL L-L 6,13032.00 S.F. - (4,02q,300.00 S.F. + 275,502.36 S.F. +26,2404 L E)0 0 LLL L e LLQ LLL LLLLLL LLLLLLL LILL 0 0 '18 LLL . . . . . . L -10 S.F.) LLL 9. LLL LILL L L . . . . . . . . S.F. + 50 12. (D 0 0 LLL . . . . . . . . . U_ LLLL LLL L 0 L LILL ILL 00 ILL ... . I . - L AREA NITROGEN FIRM LLL LL LL L LILL ILL LLLLLLL1 L -732.00 S.F. - 4,16q,956.010 S.F. LLLELLL ILL NO NELL5 k4ITHIN 150 6,13b, USE:RETAJL LLL ILL PALE RR*�- ,L LILL - LLL LL OF PROPERTY' U.0.41 AREA NITROGEN FREE HATER FREE) 2,34&,T5.1 S.F. (53A3 AC) LL MINE TO :< _-WAM%W- LL L LLL EXISTING NATIVE AREA . . . . . . L L Z L EX. 2'WTR NO SWFACE KATER _L_ L L L_LL LLIE�L OR WETLANDS, TYIP) . . . . . . . L_LL ILL LLL L LLLL DRAINAGE L LLL LLL 66 GAR LILL'L OVERFLOW L I L I L I LLLLLLL . . . . . . . . . LLL ILL 0 AREA LLLLLLLLLH . LLLLLLLL LL SIP!25'IO'E LLL LL LLL IA_ ILL LL LLLLLL 1 L LT R-q0.00 LLLLLL J L L+_LLLLLL=LLLL:L:Ei:--------- 19"" LLLL ±L =11TITTL -L�L LLLLLLLLL L LLLL.L 21q3O' • -,L,LLLLLL EL.ITC11' LLLLL - L L LLLLLLLLLLLLLLLLLLLLLLLLLL LLLL . . . . . . . . . LLLL -1 LLLLLI L- LLLLLLLLLL Lz L LLLLLLL LLLLLLLLLL-LLLL NO KATER EW�OIAITEFW ......... LLLLL CILLEE LLLLLLLLLLLL THE UNDERSIGNED, NI 'REST i IAL U Q� 53'4n"W LLLLLLLLLL PURSUANT TO SOUTHOLD TOWN CODE SECTION LLLL 100-2540),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN 2310' DRAINA6E LLLLLLLLLL L R=2 . . . . . . LLLLLLL LLLLLLLLL OVERFLOW LLLL APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED =25 LLL __LLL L------ LLLLLL AREA LLL ARE ACCEPTED(SEE CONDITIONS ON LLLLLL ILL RBIPMAL ,U L —t/201 LLLLLL ILL "SOLUTION). LLLLLL L lu _LLLL LLLLLLL E R=25.00 _LL LILL LL L PLEASE PRINT NAAm q + + LLL LILL L ���� 25.00' F 2,3' L=28.34' + LLLL L L L IL IL IL IL"I R ILL • ILL L L R=qo,-- ++++ + LILL ....... LOL2 0 L=114.06, L= . . . LILL LLLLLLLLLLLLLLLF- 6 VACANT LLL LLLLLLL,LLLLLLLLLL TITLE DATE d) LLLLLL LLLLLLLLLLLLLL-LL L 1111 FRONT YARD LLLLLL LLL ILL SETBACK 1501 + LLLLLLLL LL LLLLLLLLLLLLLLLL . . . ILL 1c, • LL . . . . LLLLLLLLL L ILL LLI_LLL L vr11j ts y LLL . . . LLLL L TOW.W OF SWEHOLI)PLANNING BOARD LLLLL -LLLLLLLLLLL L LLL LLLLLLLLL LLLLLL(�' - +' LLLL '4"LEELLEEL LLLL V LEEL. . . . . . . . . . . LLLLL LLLL___ LLL LLLL_LLL LLLL D( LL-fTL L-L-L V d% LLLLLLLLL . . . . . . . . . . . . . . . . . LLL ILL SON SIGNAT'LM . . . . . . . . . . . 04 v . . . . . . . . . . . . LLLL ------------------ DATE LL ILL . . . . . . . L LLLL 7 X . . . . . . . . . . . . .... LL In + + ++++ LLLLLLL NOTE:The approved site development plan shall be valid for a period of eighteen(18) LL LLLLL < . . . . . . . . . LLLLLLL -255. U- Oti EXISTING + LLLLLLL- months from the date of approval as per code section 100 LU IRRIGATION 0 IRRISATI +++ + . . . . . . . . . . ILL . . .. . . . LLLLLLLLLLLL O L X Z LLLL . . . OUT PARCEL OF I'LAUREL LINK5' LLLLLLLLLL I-ELL NO.1 L + + L LLLLLL + + ++ .. .. .. .. .... LLLLLLLLLLL (NOT FOR LLLLLL +++++ + + ..... . . . I '..1".( . .- LLLLLLLLL LLLLLL L L c) POTABLE UZ ++.+ + + LOT5, ROA05 AND OPEN 5PA(E + + + r-LLLLLLLLLLLLLLLL L L L9 LLLLLL . . . + + + + + 'LLLLLLLLLLLLLLLLLLLLLL Lr' LL + + + 4. + . . . __LLLLLLELLLLLLLLLLLLLL • _LLLLLL AREA 40.3514 ACRES LLLLLLLLLLLLLLL LL qq L + . . . . . . . . L LLLL + + + + + + . . . . . . ±LLL±LLLLLLLLLLL THE NYSVEC FRESHWATER INETILAND' Q) d) LLL . . . + + + + + + ---- LLLLLLLL LLL LL L ++ P�+++++++++++++ + BOUNDARY 15 EQUAL TO THE 100' SETBACK+ ON PLAN PREPARED BY YOUN6 4 LLLL ++ L L LLL LLLL LL 130 L LLL +++++++++ + + + + + + VIL YOUNG, LAST REVISED FEBWARY 1,2000 + + + . . . ++% LLLL L LLL &trt1:r_t__ ILL ILL . . . . t—a-LILL LLL L*at_� -LLLL AS VERIFIED BY 5. LORIEW,;E AM D. RADKE LA_LL L + <. . . . . LLLLLLLLLLLLLLLLLLLLLLI 3 + + LLLLLLLLL L 0. ON LLL + +: LLE: LLLLLLL LLLLLLLLLL1E±E±±L LLLL NOVEMBER q, 2000. LL 5GOH5 APPROVAL LLLLELLL LLLL Y)i+++++ EX. LLLLLLLLLLLLLLLLLLLLLLL LUL ILL AREA LLLL LLLLLLLLLLLLLLLLLLLL LL�A -_ LLLLLLLLLLL LLL >+.++ + LLLLL LLL LLL °LBDt tj _LL + + LLL IV15 LLLL + + + 11 3540"kq L LLLL + + i. 14&.Iq' NO SURFACE WATER5 WITHIN LAUZEL LINK5' T_ + ECE . . �- + 300 FEET OF PROPERTY LINE OFE11 5PACI + LL- 6 AREA-0.7418 + LILL ++++; BUILDING TAME LU A 1 + LL + + Ll + I%:VACANT + No. MILDIW5 TYPE laull-VINS U515 HEIGHT AREA 1 00000 :> LLL . . . . . . NO WELLS WITHIN 150 FEET V FRANK EJ.CARLIN OF HM, LLLLL OF PROPERTY LINE A Ex.CLUBHOUSE ASSEMBLY 6,255 5G.FT. AND W.F.(ARLIN 5EE PARTIAL EfDe LLL USE:RESIDENCE ILL 51TE PLAN + LL 5TOPAGE 5TORA6E 5,111 50FT. + 0 00, C:)\v 0 EX. POOL HOL15E A55EMBLY 1,24,5 50FT. cf�p t -\0 V EX.MAINTENANCE t PUMP HOUSE STORAGE 4,204 SOFT. . . . . . . . . . . . . . E EX. HALFWAY OMFORT STATION M LLLLLLLLLLLLL 5SIV15ION OF LAUREL LINK5' SUPERINTENDENTS HOUSE RESIDENTIAL LU F EX. OPEN SPACE PARCEL V LLL . . . . . . L ----------- AREA=W20 AG LL 97349'3 L ----- 0 PROPOSED HAINTEII ADDITION OFFIODSTORASE I%:VACANT lj23'E _ I 5POOSSIFT. j LL EXISTINIS AFISSION ,E6NOO t • • • WM51ON OF LAUREL LINKS! r-OR + .-7-7-7 SURFACE/AREA LEGEND: 6OLF COIJR5 MAINTENANCE PARCEL \ 3 AREA-2-Mij A, ABLE 050 +++ I ,�t JEFFREY T. BUTLER, P.E. 6OLF GM�SE USE: AREA OF SITE: 0 EWIPIWAW5TORAff AREA L + - __________ 50b011'40T 65,73a,132.00 SOFT. (154.1 AC) LLL L + -EX. 2"NTR 62,10, EXISTING ------- 520*00'20"E OUT PARCEL + 50404'40"E L cL L + UVt:Kt-LUVi AKr^ 130.21' 100.31, AREA A5 INDICATED L L 53q*45'10"N NO HELL5 WITHIN 150' '70- LAUREL LINK5 V 521b0' EXISTING < OF PROPERTY 11 LLLLLL PRIMARY PLAY AREA LLLLLL (Y OPEN SPACE AREA LLLLLLLLL 52q 0440 (Cl2.5 AC-) CD LI NIG1044'40'W 265.14' l6foo, 4,0211�500.00 SOFT. LL L 512 L3000"E / 20.0113 AGRE5 35.54" _LLL LU _LLU R 6 7\ 0' LLL EXISTINO k4OOPED AREA=�015.� LLLLL LLLLLLLLL LLL LLLL LLLLLLLLLLLLLLLLL L _LLLL : L. . . . . . L42.50 LLLLLLLi------ IT-1 A(�,RES CIDLLLLL 7- LL-LLLLLLLL-LLL LLLLLLL _LLLLL LLLLLLLL LLL > _I_LLL S, L ('7-71,012.00 50. FT) LLLLLLLLLLL_�,LLLLL LLLLLLL_L . . . . . . . . . . L LL�� L LLLLLLL >6 LLLLLLL1_LLL�L Z L • LLLL C), d) LL LL: LLLLLL CLL L EXISTING NATIVE AREA LLLL . . . . . . . 71, ... ... . C) LL VLEEELLLL ... I . . . . - . IV& < D_ LLLLL . . . P 26.23 AGRE5 LLLLL . . . . . . . 6 —1 cy- CL L (1�521b&3.e; 50. FT.) ±LELL .. ... . . . 0 < LLLLLL L . . . . . . U) Of 0 YOK cify AL'_'LL LLLLLL 16 C� < L LLL- _L VIM, LL_L LLLL . . . . . . . . . . . . . . . . . . . . . L EX15TIN67 HATER 5URFA.6155 0 W_LLLL 1.31 ACRE5 LLL -70 50. FTJI. Z 500-212-4480 611 EXISTING NA T!VE AREA . . . . . . EX15TIN&NATIVE AREA LLLL�LF V . . . . . . NO SURFACE WATER LLILLL ;Z LILLLL IL AREA . . . . . . LLLLL LL -FLANP5, TrPJ (LLLLLL(NO SURFACE WATER EXISTINS NATIVE FXISTIN.5 corn ILL OR HIEMANP5,TYP) OR HE L [�LLLLLL -PLAY GREEN SPACE wwwAignetnycli ILL . . . . . . . . .. . . . . (NO SURFACE HATER . . . . . . . . . . ... . . . NON or ILL . . . . . . 6.33 ACRES LLLLA LIL . . . . . OR WETLANDS, TYIP) # ISE: ILL L -4, www.callsil.com NORSE FARM LLLLLi C6 (2-75,50:2.3b 50. FT) C) . . . . . . LLL I LL L�E E i L Lat-L LL . . . . . . LLLLLLL *-LL L L' LLL L EX15TINC7 NETLANP5 ObAD ACRF5 . . . . . . . ILI- L LLLLLLLLL tLCCI_,, YARD 5ETBAcK 20,-Om �LLL (LOCATED IN 'OUT PARGEL OF LAUREL LINK5) < (for other states) LLLL LLLLL L LLLL[_ LLLL ILL I.-: U_ LLLLLLLLLL LLLL LLLLL _L ILL L LMLU-�_ LLLL LL I- ILL L . . . . . . . . . . . . L�LL L L LLL L LA By law,excavators and contractors working in the N0LLL 0 L.L201 7N USE: LLL LLLLLLLLLLLL LLLL ILL L LLLLL (25,241P4 50. F=TJ LLLLL L66 66 L LLLLL LIL_L five boroughs of Now York City and Nassau and LLLLLL LEEM-L-1-11LILL \LLLLLLL Z, RESIDENTIAL RE51[2ENTIAL MTLAL� USE: it , , , .:L. . . . INICI*44'20"N 2(95.31' pELM/4?R. U_ contact _I M; I%: D a: USE: USE: 2613.6r Nlcl*+i'2 2q .44' Suffolk Counties on Long Island must RESIDENTIAL H! L5E: USE: Imi RESIOD91AL O"W 22q DigNet, 1-800-272-4480 or 811,at least 48 hours F REWWAL RE510TIAL RE90ENTIAL RE510EMIAL RESIDENTIAL RE51DENTLk RE51DEWIAL RESIDENTIAL ,AL FAST. PARKING AREA -7 Ar REWENTIAL but no more than 10 working days(excluding I,%REWENTIAL ff-i RESIDENTIAL LGEs RESIDENTIAL 6EI RE51PENTIA1. f---I _.E--,)— 115E: GIC1,034.00 50.FT. (2.2 Z LL I LZJ (7 [f] [21 CZ] weekends and legal holidays)prior to beginning rJ VACANT ct DELMAR DR. I;n U C� Z 1.19E. < any mechanized digging or excavation work to AL ensure underground lines are marked. < _7 C� Excavators and contractors can also submit DELMAR DR. 511430L KEY locate requests online,through(TIC.If you do not C) currently use ITIC,please call 1-800-524-7603 (DCATCH BA IN LGHT POST for more information. AAVE El = MONUMENT NO 9JRFAGE NATER5 WITHIN NO WELL5 WITHIN 150 FEET strongly WATER VALVE fDA(5E : For safety reasons, homeowners are 300 FEET OF PROPERTY LINE OF PROPERTY LINE A = STAKE encouraged to call as well when planning any MANHOLE COVER = = HYDRANT type of digging on their property. Homeowners 19Y r UTILITY POLE 0 <EY PLAN 0 can contact us directly at 1-800-272-4480 or by 5PECIAL LINES calling 811,the national call before you dig number. For excavation work completed on OVERHEAD WIRES personal property, it is the contractor's boo 1000 responsibility-NOT the homeowner's-to contact 200 100 0 200 400 600 1" 200'-0" CONC. CURB DlgNet. Having utility lines marked prior to ORAPHIG SGALE digging is too of charge. I f 6 � I � D � = .joes 'r­'.. . .- �- ' PROP05ED SANITARY YIELD CALCULATION- I I p"'-"�� ,�� ... LiQTE5: DRAINA&E CALOULATION5 I . .�.'%.­-�%.'. -.'�. , .. = I 0 � 1.......t4 COW0 .1..� �- - 1. ALL GONGRETE oURBIN5,51DENALK5,ANDDRAINAGE AREA OF PROPOSED BLI79- 5000 W.FT. www.dignatnyall.com 1;.�, I I . . .- . tjETE E� . . SEKAZE DESIGN CRITERIA b .A.? 4- c. cc, rb Not of a Yx CITY&mivw . . . . . . I . I . .. . . . . I. . .. . . . .­ . . � Q, W W - . . . STRUCTURES SHALL CONFORM TO PLANNING ARD STANDARD 5pOO 90.FT.x.IM x 1.00 - e653a CU,FT. or . I... ..I. .... . ..ASPHALT�BASE.COU I RISE'�-I.' . .'�- .' . I GROUNDWATER MANAGEMENT ZONE IV .__�_ .ILI '� LU www.oallal 1.00m . . . I . . � . . I . . .� .� . . .. 'WATER SUPPLY - PUBLIC 4fu_911�7�011,,', IF" F. DETAILS AND 5PECIFICATION5. USE I - 10'41 LEACHING FOOLS,AT IV EFF.DEPTH 800-212-44(501 (511 I .. . .. . .. .. . . .. I . . .. . .. .. .. I . 11 METHOD OF I r7y '�'!, 4.1 ? tv 1;: (for other states) , . . . . . I /�' I . I "���' : uj ��"'�' "', _j - " - ,,, � -p.-pe' I I .1 2.TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 W� /,M7,<'Z�-<\-Z\-^/1"7/,'\-/,�;7,\77V;K/A-'7X�'-< 17 , 0 W_ PROVIDED: &"Ab 0J-FT-VOL. q , � ,7 \_STONE BLEND BASE 1717V/117\\>'1 L ALLOWABLE SANITARY FLOW-600 6,PD/ACRE �'�\ .4,!F" § '� , , I-> I - �� :,/ 1-111�� -," �g. � 0 1 ;, My> _;"I "n'. HOURS IN ADVANCE OF ALL WN5TRUGTION, '/-q5%C,OWACTION(5TANPAKUf'K(�--l-OF�/- X'� 1�1 � 11 . "�.I�; :M < 9 C4 - - � I I ­ - - N § 4 Z� III-, A For safety reasons,homeowners are strongly ' "� 0�/ 7 / 3. LOCATION AND GRADES,FOR GUR135 AND WALKS TO BE By law,excavators and contractors working In the five /W \�,� - - I WO GPD X 53A3 ACRES = 32,35a GPD N SOUTHOLD HIGHWAY DEPARTMENT, DRAINA&E N0115 �7zv Ll� VERIFIED WITH THE TOM OF boroughs of Now York City and Nassau and Suffolk encouraged to call as well when planning any type of ."��_ _11w' /�_'x- - " i� 6 � (S S.C.D.P.W.OR N.Y.SDD.T.PRIOR TO CONSTRUCTION. I. ALL STORM HATER PIPING TO BE 6'0. 5DR 35. Counties on Long island must contact DigNet digging on their property.Homeowners can contact us CKAVIEL ROADWAY (SEE 'SAN YIELD GALL.BASED OW,(SHT 01 �' � �_ H_ - 0, 4.ALL TRAFFIC,CONTROL PEVI(.E5,i.e.SIGNALS,516+6,AND 2. ALL INTERCoONNEGT PIPIN5 TO 13E 150#ROP OR CRP 1-800-272-4480 or 81 1.at least 48 hours but no more than directly at 1-8010-2724480 or by calling 81 1.the F`AVEME�560TION I � � PAVEMENT MARKINC75 SHALL BE INSTALLED IN CONFORMANCE CLASS,IX 1 0 working days(excluding weekends and legal holidays) national call before you dig number.For excavation PAVEMENT SEOTION (MINIMUIM THICKNE55) (MINIMUM THICKNESS) CLUOHME.- 204 STALLS @ 15 6M/5TALL = 3(W C-+V � n H WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF 3. ALL SANITARY PIPING TO BE 4%)BLE BRUTE. prior to beginning any mechanized digging or excavation work completed on personal prop",it is the WMIPAOTED AFARIN& - 2' PR05HOP(RETAIL): q12 S.F. 0 0.05 6M/S.F. Z Z SPO 5 � �p ge � work to ensure underground lines are marked.Excavators contractor's responsibility-NOT the homeowner's-to COVR5E-*/4"5LUMTONE 1 5? UNIFORM TRAFFIC CONTROL DEVICES AND A5 DIRECTED 13Y THE 4. ALL PIPING INSTALLED UNDER BUILDINS SHALL BE ASPHALT wNiol;2zTe LU P � and contractors can also submit locate requests online, contact DIgNet.Having utility lines marked prior to 1 1/2" RESTAURANT: 165 SEATS 0 10 6PO/5EAT Z 1650 6PV ,,, I 9 0 TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. CAST IRON,AND SHALL REMAIN CAST IRON LEAVIN6 THE WEARING (�,OIJIR51E COMPACTED EASE COURSE Lsurr4 WORK 51M LL I through ITIC.If you do not currently use ITIC,please call digging is free of charge. MASTINS BANK RUN OR 6N CART STORAGE BLDG: 5111 S.F. 00.04 GPD/5F. = 201 GPD (3 � Z I'D _1 5.CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL BUILDING TO A DISTANCE OF 5'AWAY FROM BUILDING 1-800-524-7603 for more Information. ASPHALT WN6RETE 1 21/2" OTHM SUITABLE MATERIAU POOL FOUSE: Q is 0�- �� � �n �; � 3 Z I I I- , < JL) DEVIGE5,LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE PERIMETER. _1�1 5INDER COURSE - _j TOWN OF SOUTHOLD DIV15ION OF TRAFFIC,5AFETY,4&HOURS IN I FINE GRAPE SOIL BASE - SPA: 124,15 S.F.0 030&PP/S.F. = 374 GPD f � � � ; � e Z BEGINNING SUCH WORK ALONG A TOM ROAD. STONE BLEND BASE 1 4 1 BATHIN6: 50 OCCUPANTS 0 5 GPD/06(,. + ADVANCE OF BEC ON111 � 8 8 �s , -29 � 6.STOP LINE 516HT 015TANGE SHALL 13E � 4%Ve,ER5 0 50 OPP/51401')ER :IV C, . _j MAINTAINED AT ALL INTERSECTION IN .."� 13LUE5TONE . CATERING; UP TO 34 0 5 GFOXAPITA = 500 C-M ': I - � �" 't ii ?2 n 1�- L_ '� 7, LU !L� � ,6 § '. .. -7 AREA -0 d Q C� AGGORPA%E WITH AA5HTO REQUIREMENTS. . I---- DRIVEHAY/PARKINC I - Z 166 GPD 4Z d Q) =� 1.ANY SITE PLAN,ROADWAY IMPROVEMENT 1. . __� C� � . 4% PROP.MAINT.BLO6 ADON: W W 0 ____ PARKINC-7 FIELD SECTION HA'wEwc'E E3LD&' 4204 5F @ 0-04(5PD/5r, �il PLAN,AND TRAFFIC MITIGATION PLAN SHALL .. ._� ___'� _ PAVEMENT 5EGTION '�'CI � ii. � " � � � � � R W REFERENCE THE OTHER ON EACH AND ALL ___ - - - ____ NOT TO SCALE 5TOR.AREA: 2400bq S.F. 0 0.04 C-fD/SF = qb.04 6PI? , l�., - I I it '11; 0 'd C� C' C� a C, LU W_ . __� ' N � " T PLANS SUBMITTED AS PART OF THE TOTAL � --- OFFICE AREA: 236&.44 S.F.0 0.06 rz,P06F = 142.11 GPD IT" !'. "I .... - - 0 q) Lu C� CS I . NOT TO SCALE ... � � Z: > LU 0 1-19. ______ . 11"""� .� $ �i APPROVED SITE PLAN APPLICATION. '.. � - - - . __� ____ - I ...."I N I R W 0 t2 � 5: > 5 0 N !E --- - __-1 5UPERINTEINIDENTS RESIDENCE. 300 GRI? 300 WD - � "., (Y �v U ... . .- __� - _ W_ __119 ____ __63�1_ - - - - - - N" .. \1 - __� .. ' -� .:� . - ____ __� HALFWAY HOUSE (COMFORT � 'Q � 31, ------- . - - - ___ � "--- Q I C14 (N (N W N '. - ____��_ -, __� I--, *11� 100 GOLF55 0 5 GPD/GOLFER = 500 C-M LOGATION MAP: T) � - .. E�__ - - - LN iQ_ L3 7 -, (3 ' ' I ___ 't- - - � - - '�_' 5: � � 4- t � !Z- E (N .. . - , ____ ____1 NOT TO 56ALE CY - - - . - - __(�E)_ "*'� (40%OF 250 TOTAL GOLFERS/DAY) I UJ � 8 � 13 - - - \ I\ - --------- z" ____ ___� __-1 '�� _L _L _L 1\ **. ... ..... _� - .. ___, "� *"� 41 -- 1,1414.15 6,F0 . . . . . .' __� . _� .. �_� . .. -.---- - - - -I---- _ .. - _� "�_� -,' TOTAL PROPOSED FLOW(DENSITY) '_S \ .. ... .. ___'. ___ - _<D_ - - - �_ - , __.- '*� PAR KINO OALIcQLMIQN!5: M) � ..:� . .. . . - , ____1 'I-, '....�' -.1%.", . \ \ -- --,, -'� _'/ L�' . '-"-.__.�-.- . . 41.. _06�>_ - _ `•' . . MULTIPLE USE 13UILDINC7. % 0 . -. - . I. - . ___ �_� .. - ,HAW:C5 TO ANY EXISTIf6 SANITARY� NOTE THEII;ZE ARE NO PROP05ED (__-1 "'� 5U5INE%' AIF1ON 5'- '_� "..'�' N.. . SYSTEM RESOIN&ON PROPERTY. OFFICE AREA,236b.44 50.FT. I� . (,OLP 5TORAi9E AREA,2400.&q 50PT. T. TW = 56 STORAC-E' CL&%IFI(1fN '5-2'. .. -)RNC7 PIPE I.E.31.1 6' . .. . CORETE 5LAB FOR .,\ .\\ \ � 9 .. RETAINO WALL, '�� � . \ DE51 QN CALO. FOR . . L . ' . . NEW LXATION FOR SEE OTL #4,0146 AID - ,,,,,,, ... , - . . . -3 15 em , I \ \ . . , TW = 36.5" 5r__'� A . . . PROP.4'S�RM . . = , .. IRRIGATION CONTROL PROP.4"5TRM ORNE - 13W = 36.0 .. 0 --- I . N . .. . . . Elki = 36.0' ,-EXISTING GREEN TO . .41. IRRIC PITCH =Y15"I LIN FT)PIPE, .. PROPOSED SANITARY: MAX.FLOOR W I , LOWANCES PER OCaPANT: - 61- • ..\ .. . DRN6 PIPE, .. .. BE REWORKED................... ... �_� 9 MIN OFFICE AREA INCLUDES; r ;in .. - -,love . . AL-12 ... -. - * . PROP05EO 5EWA67E DISPOSAL SYSTEM DESIGN FOR N /LIN.FT MIN. . __.___.__'.... .. I . .: I*1 .... EZ3 ­ , - - ORN6 PIPE .--* \ MAINTENANCE BUILDIN55 ADDITION; Q \;�N "� * . .. .- - . -- . - . - I OFFICE 0562bb S.F) a 100 S.F./PERSON = 16 PEOPLE . 7 .. ___�_% ----. . � '' - 4 .. .­.­ - 1 .. ._ _ . .1 �_ ,..-., -� 1 :. o 7' .1 . I�" 1. I" I- �. I"� 1. '. .' ,._'� � . ..- -, t ...I 0 � .. ."k:' _. * . -�..'. -'."�'..�'..,.. ­.- :'X­7--�'.�!-,;' i. .. - , .-� I - I.E.32.21' . .. .'����_ • " .:. ---;, �: -, _1A. - - � .. . - . �. " . � .. 1, \ \ \ \ \ STORAGE AREA: COLD STORAGE AREA; Q '-,'-.Pl.PITCH =Y,5 7 . \ \ \ \ . . * .1 ... ... -I-- '. .*. .. . .. . . ... ... ... . .. _.�� I.-*'' 2400.&q S.F.0 OD4 O.P.015.1'. = G16.04 GPD 't -) WAREHOUSE (24000,M S.F)0 100 S.F/PERSON = 3 PEOPLE Z . .� - -T- ----:- . . ks-1 .. . .. .... 100.00, . ;� 42.ax EXISTING CONCRETE SLAB FOR ?k) .. . ' . / /�' ' /1/ �.� � X OFFICE AREA: I \�� ... ..... '... = .!� 'j ....**** . PROP.4"SAN PIPE, .. "� IRRIGATION CONTROL TO 13E REMOVED \ 40 2368.44 S.F. 0 0,06 6.2215L = 142.11 GPD � TOTAL OCCUPANCY FOR BUILDING = Iq PEOPLE 11� . . . .1 T_ ..* ... BW = 320' 1.*3q-& "'*' ' *. -40. ...... .... . ... . ................ . ..... .. . .......... ......... .. ........ .......... PITCH =Y4'/LIN FT MIN ;' , \ \ \ ..____� 50TL DISCHARGE = 23&.15 GPD ' ' * i ... . ... . . ... . . ...... . .......I........ . . . 1. \ . * . �' . ... ' : EXISTING ON SITE PARKING CALCULATION: � %% PROP.4"5TRM ORN65 PIPE, . ... . • . . . .. . .... ....... . .. ... . Aq . ........ . . . .. . I ...... ..... . . . ...... . . ...... . ... . . ...... . .... . . .� N", el - '\ \ ... PITCH =Y"/LIN FT .. , _ 96 99 -PTI( - 0 . .. . . .. ... .. ....... .I.. .. . ........... .. .... ..... .. . . ... ... ..'... *­-_ rr . - ' PROPOSED SEPTIC 3: - % I 1. ..... . ..... . ...... ... . 23b.15 CM x 2 = 416.3 6ALLON5 REQUIRED 22 EXISTING EMPLOYEES 0 I/IEMPLOYEE = 22 SPACES . . O� I X . . 'O"PIPE . . . ... ."...... ..... . ' ;< ' - 20 MIN _ (pROp. 5�j\'** \ \V(33, � ... . . . ... PROPOSED ****-- - - . . 951� / 0 . - 3q 325 EX15TINC7 MEMBERS 111111)�MEMBERS = 163 5PALE-5 ..... .I--*'* PROPOS 0 ..... . . .. . ----....- ' \� I I .. \' - .. '...1.I... . I ............ .MAINTENANCE BUILDING ADDITION . ... . � -7777-771;�. . . .• . -,------ () . I . . 35.3 ... I.E.31.10' . ..... ..... . ....I . .... . .. . . . ......... . . ......... ... . .... 4033 '' '; __';_�­ * 111*7 ' * - ...... INSTALL: (1) 8' DIA x 4' EFF. C1,200 CALL) EXISTING QTY REQUIRED. 185 SPACES- . . .. . ... . .... . .. . ...'....... ... � . ....... . ........ 0.15L. 32.50' - -- -- - -._.... . ........ . ... .... .'........ . .......... -- .. * PROP05ED LEACHING POOL: .� .' .. ... . ...... . " PROPOSED QTY REQUIRED: Iq SPACES . I . .. . ... . .. *....... . ... . ..... ... . ... V I*I I J0.'..M1.N.(1N'90).. . ... ..�.\ 0 . . 41 � .. .. 11 .. .1 . .... . . --- . .I........ . .. . . .. . ........I . ..... . ..... . I. ..... . ...... . .. .. .. . ....... . ........ . :.." ^ 3b.4 --jj , \ 23b.15 (5P0/ 15 600/51' = 1541 S.F.REG'P EXISTING QTY PROVIDED: 204 5PACE5 �j N) - ...' ''' **...... . .I. . .. .. .. . .......- . . ........... . ........... . .... . . . .. *. . ..... \ . .... . .� X 38 (1) 8' DIA x 12 EFF. DEPTH I I 0 cf) .. . .. ' . .... . . I ........ .. I. .; PROPOSED . . ... -30- _�� 300 5.F. PROVIDED EXISTING PARKING SPACES 155UFFICIENT FOR REQUIRED 0* .. . .: . - -... . .. ........I.... ...... .. .... . ........ .... . ... . . . . . . .. .. .... .�- �) .. '. . . :'.I. ''... . . / PROP. PROVIDE ... . ........ . .. ....... ........ .'........ . ... .. ... .... ... ... . ... 4"57RM PRNG PIPE, N .... . . -0111ON (1) . . . ..' I . I . STORM DRAIN .... . . ... .. . ... ... **/ .. � (PROPOSED MINIMUM COMMERCIAL SANITARY SYSTEM) PARKING FOR PROPOSED MAINTEMNGE BUILDING AL all . .. ... . .. ., / 5LD 6VR T13 ,4�61) - . .... . . ... .I.. .. . .......... . ....... . . . ..I ...... .......... TW = 36.5 "� �--.;-..�I PITCH =Y&"ILF,MIN-.. PROPOSED SANITARY SYS � t i I 10'0 x 13' EFF. / �'w IP05 . .... . .1. . . 1.. ..� . . ...'. I * 3n (N - . .I....... . ......... .. . - '' �_ - *�'<*I- - --... . 17� . .I. 232. , . 1,200 GAL SEPTIC TANK I\ 0 / DEPTH f)0- . . ..... . . . .... . . . . . . .... 5W 2 32. � �4 /_ ...I.-! .." EX WD TIE TSR 1. .... . . 12PN6 PIPE I.E.325'. .,- -N 60 x 12' EFF. DEPTH LEACHING POOL � ., -V So / O'. .. . 10' .. -RAVE WITHIN 20'OF . . .I . . ... . . . -N .. MAINTAIN 596 C - E'Roe . ..'...' 8 1 2 ., PROP. EL.54.4' 04 =FIM 11#6W ON SRVEY BYs 94 N) . . . . . . * . M/ " .. ..' . . \ . 8 . ,-.. . -- - .�,,�--*.*.*."-*,-.::;:::::::.:::,:::.: . : ' EX. UTILITY aoX Tf3R . . SANITARY SYSTEM C% - . . ... '_� ... , VOR 45?kC1ll'_eT 4 �" ... .2 . 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I : ' ' ' . . , . . . . . I. . � . P/G SLAB TO REMA :: (SW : ON JULY lb,2001 (3 . . . . ..... . . ' . , . . � .. . . ..... . . .. .. . I I : , , I . . . .. . . ,. .I . . ., . -4 . : �� \ SI . I . .. . .. . . I �� . . . I . I . . I . • . . . . . . . I I . . . . . ( ..,I Z: (3 � . . ..� .: � . .,I � -� - . . I I.. .. . , . . . .. - . I . . I . • .. . . . . I , . . . .. :4 > - i . I . .� . .. . . . .;�n I - � - . . I I I ..' I . . ' . . . . 4 # - - 0 . . - . Z ' ' .:.. . . . . - I. I . I, I . . . . I I . : I I � . ' : � � - (N I . . I ' ' , .; ' . I/ . ..I I � .. - - 1 .. --/ J 00.00'.-- / �. . . , / -- , ./ /- - , --_-.... -- - ..Q, ,. . ..- ... I �'- . ., * ... , , � . . .1, . - / . . ./ F) . . / - - : . �.... I. I. . . . . I. " .. .. �'- Z.4 . ."� �. . .�!'� ' :' - - - , .'' - - - / - - . , . - 14:� // . 32.35 ..' . .. I I -_ , .' �. , ��. . \!D � I . 'x cl'OA r2R.. ,L.;-J- 10'x 41'9.1­1.5*�.,--� L- 1q!x q'O.H.5��..1 .- 11 * A' ' '.1 '�'.. .. .. . .. . .� . .. :' . . . . . . . . . . . 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' � � i .L., � .. . . 1, 1 . . . �. : � .. . . .. I EX;4,ELEGT.,XFMR - . ,.� .. ... �-.- � 1 1 9_�\ . �\ . . ���. . . .� . 1. . �. �. .. . � . .� � .1 I ­ . 11 : FRAME GARAGE . I . . - ' ' I . . . � (TO REMAIN) I I N 5 0 10 20 30 . I . � .�� 1. .' , . ... . � .. � '. -. ' ' - � . .�' '� . ­ I. I .. ..s.h.:. I, ..I. I 1. I . . ­ . I . . . .V . �TO REMAIN . . . I I 1: . I : I, . . .. F.FL.EL. 32.q-7' . I . . I � . - �'. . . L. . . . . .. . I � .. .. . . 1.1.1 . �' . . . I i ­ .1 . '. � - I . 10 -�� ' ' . . I . . - . . . . .. 2 o f 16 7777� 1 1 1 ill _011 .: � .' : I .1 ' . � . . . I. � . I . � % . . I - � = 10' �222 2 ORAPHIG 15GALE 71 .3 1 V) co I 0 1 ni 0 � . I ,. N T , MAINTAINED FOOTGANDLE VALUES AT C RADE, USING A .12 MAINTENANGE EAGTOR. ............................................. . W PROPOSED LNE OF SILT FENCE AND Statistical Area Summary gCN z HAYBALE5. I 4AINTAIN DURING g DEMOLITION AND C06TFZXTIOK Project: LAUREL LINKS - MAINTENANCE BLDG ADDITIONEa Series F R (5EE DWG No, DETAILS S-4 0 ) NEW LOCATION FOR Label Avg Max Min Avg/Min Mox/Min ° a CONCRETE SLAB FOR IRRIGATION CONTROL IN51DE PROPERTY 0.8 2.1 0.2 0.00 0.00 option::(Factory-inetailed) Change Add atter J Description Suffix To Suffix LL F :. 277V ballast(35--MHPS only) 2 ' ° z z ::. 347V ballast(50W HPS only) 6 - Quad-volt ballast(AH00W HPS only) M - THIS LIff GHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROMProjectionz Tri-volt ballast(50 8 70W MH only) T N ITION5 UTILIZING CURRENT INDUSTRY Tri-volt T LABORATORY DATA TAKEN UNDER CONTROLLED GOD E4 Series only) LIMIT OF CLEARING,GRADIN6 AND STANDARD LAMP RATING-5 IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY Projection Cutoff Photoceu(,zov,zrn,zoev,z4avora47vl t,2,3,4ors P 6ROUND DISTURBANCE STA Bronze Calor Shroud BS = i4 455.E APPROVED METHODS. AGUTAL PERFORMANCE OF ANY MANUFACTURERS LUMINAIRE MAY The reflector projects light out and away Gold Color ss (AREA OF DISTURBANCE S J VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMP5 AND OTHER from the fixture.An excellent choice for p High Power factor ballast H Q + pc oC VARIABLE FIELD CONDITIONS. lighting small parking or public areas cv C, rY Tamperproof Lens fasteners J �i next to buildings. Vertical Mounting(Easeries only) R S � ° p a NOTE:Not available when both hpf and photocell supplied S X > > '�' `n LU ° 130 Luminaire 5Ghedule Polycarbonate Lens V o W -> ' S Accessories:(Field-installed) N moo PROP05ED Qt Label Arran ement Lumens LLF DeSGri tion Total Watts Hei ht t r r r Descri tion Catalo Number o 0 0 - N N cv � CN CN MAINTENANCE E3UILDING ADDITION p g ry o _ G.EL. 3250' 4 A 51NGLE 1200 EA. O.?20 RUDD E4 SERIES 35 8 Wattage/ Catalog Mounting surface Mounting Box ESB-T w Q Q r 7 7 O PROJECTION ON CUTOFF Description Lamp Type Numlber Position Pole Mounting Bracket PAS-7 O O O O O = _ - HIGH PRE55URE SODIUM Projection 35w hp5 E4503-1 Wall Mounted Tamperproof Screwdriver TPS-1 MODEL No. E4503-1 Cutoff oT q .. 2 A5PH 'P I-ENT 1. .�r... .r ® EXI5TIN6 EX GRATE MAINTENANCE BUILDING FOR 5.0.L.P. ... �. AND PUMP HOUSE F.EL. 52.50' • • EXISTING • - A5PHAI-T PAVEMENT ' PROIP05ED STABILIZED ~ c CONSTRUCTION ENTRANCE (SEE DTL,THIS DWG) ;' rT,• r` � I I I NEW LOCATION FOR W r EROSION C O I N RO L P L� CONCRETE SLAB FOR IRRIGATION CONTROLA-rl � m PROPOSED �� 20 10 0 20 40 60 80 100 RETAINING WA .,� ..,;. X I" = 20'-O" r Z C�RAPHIG SCALE . . - � XLU � � m ,� o = � 'i0'MIN. � CL QZ TINS STONE PAVEMENT PAVEMENT 2' $ PAVEMENT C) 0 O EXISTING 61zouND W m FILTER CLOTH `41 MOUNTAEA.E 5ERIM PIMLC (OPTIONAU 000 0.5❑ 0,4[] 1,4❑ 1.0 J l0'MIN: PROP05ED LU 00 C3 Ob C3 O,q❑ lb 11 12 MAINTENANCE BUILDING ADDITION G.EL. 32.50' WASHRAGK ENGINEER: (OPTIONAL) _ 4 O p• 00 �� 0.1 2.1❑ 1 ��pF NEW Y z .o -rt -R _¢, R �,v -a •'v" ,•!IO'MIN. � EXISTING COO T EXISTING / v ,`, vGOARSE v ' ` ' v v', v PAVEMENT Q' &ROUND _ �- -' - \/ � _� -d -a, ,.' � GATE•,; v -'• 'b ;,' ,pro'-,,� /� r ' cL p 00LU ❑ 0.4❑ LU 0.1❑ 2.8❑ Il.b n m z 2N C? DRAINAGE TO �� 0j349`3 SEDIMENT TRAPPING PLAN DEVICE SEE NOTE 8 � ®A ,. ° 0 � A ROFESSIONP �� 0.1 ❑ 0.10 2.1❑ 1.1 13 13 0 JEFFREY T. BUTLER, P.E. I. STONE SIZE - USE 2" STONE, OR RECYCLED CONCRETE EQUIVALENT 2. LENGTH - NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT 1.1 12 IA 1.4 I.2 IA 12 1.1 ❑ MINIMUM LENGTH WOULD APPLY) �� EXISTING 1.2 11 O II.6 q 2 Ilb O (4) EXTERIOR L16HT FIXTURE 'A', ' » '` 1.2 I,0 05 00 3. THICKNESS - NOT LE55 THAN 6'. '-WALL MOUNTED V ABOVE GRADE 4. WIDTH - 14' MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE IN6RES5 OR EGRESS 00❑ ��❑ iALT P�LY�E�ENT ❑I.2 2.1 2b❑ ❑ Ib 1.4❑ ❑ ❑ OCCURS. (SEE LT6 SGH.FOR INFO) CD 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 04 OA 6. SURFACE WATER ALL SURFACE HATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑I5 14❑ ❑I.b ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE Ib 2.l 28 3.4 28 2.1 Ib I.4 1.2 a BERM WITH 5:1 5LOPE5 WILL BE PERMITTED. 00❑ 0 0.4❑ 1,4 ❑ ❑1.0 a O MAINTAINED IN A CONDITION WHICH WILL PREVENT In [[] 1. MAINTENANCE - THE ENTRANCE SHALL BE •a , TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT5-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT5-OF-WAY MUST BE REMOVED IMMEDIATELY. 5. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH 5TONE AND DRAINS ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ _ ❑. ❑ UJ 0.9 0•q 0.4 ID fl°. ..° O.fr � N Z � W INTO AN APPROVED 5EDIMENT TRAPPING DEVICE. ❑ ❑ ❑ ❑ 0.1 0.1 1.2 0.1 0.1 I■-•1 Cl. PERIODIC IN5PEGTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. D.0 0.2 0.8 0.4 ° ° ,~ r■'11 z O . u- < (� ST SI _GONSTR�T�ON NTR. N� 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ c� ❑ ® a4�' ��...■ ■..�_- 0.1 0.2 0.3 Ob 0.1 0.4 0.3 0.4 O.I 0b � D a Ob , 03 � O Q id> Q '� NOT TO SCALE •P: ® Q� r EXI5TIN6 Z N EX. GRATE CGENERAL POLLUTION AND DUST CONTROL MEASURES: FCS 5.D. L.P. ❑ MAINTENANCE BUILDING AVATIN6 AND GRADING SHALL NOT CREATE 5LOPE5 GRATER THAN 15%. ALL 5LOPE5 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ : ❑ � Z O • I. THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTOR(5)AT THEIR OWN RISK AND 13. EXG 0.0 0.0 0.0 0.0 0.0 OA OA 0,0 0.0 O.0 O.0 0.0 O- °0.0 AND PUMP HOUSEILI SIDEWALKS GURBIN6 BOTH ON 51TE OR TO BE 5TABILIZEO WITH EROSION CONTROL PRACTICES AND VEGETATION. ° a Z O I LIABILITY.ALL DAMAGE TO THE RIGHT OF WAYS, ° F.EL. 32.50' 0 ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR REPLACED 50LELY AT THE 14. TOP 501E TO BE STOCKED PILED AND RE-USED ON SITE AFTER EXCAVATING 15 J O GONTRAGTOR'S EXPENSE. COMPLETED. ° ' m r J THAT GOULD 15. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHOULD BE INSTALLED AT GRADED ,° # O I 2. TO THE BEST OF THE ENGINEER'S KNOWLEDGE,NO ENVIRONMENTAL HAZARD(S), °�' O AND STRIPPED AREAS THROUGH THE USE OF TEMPORARY SEEDING A5 REQUIRED. a ' '� ° Z � � � O Q _ BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EXISTS ON THI5 SITE. ` . EXISTING � ' 3. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXCAVATING AND REMOVING I6. SEED MIXTURES SHALL BE IN ACCORDANCE WITH 501E CONSERVATION SERVICE A RECOMMENDATIONS. ASPHALT PAVEMENT O O O SUBSURFACE STRUCTURES,PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION TEMPORARY SEEDING 15 A5 FOLLOWS; °a , p ° .< °. APP OVED BY U i CONCERNING SUB5URFAGE UTILITIES. • Q ° , A)RYE 6RA95(ANNUAL OR PERENNIAU AT 30 LB5.PER ACRE(0,7 LB5/1000 S.FJ , O 4. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING EXCAVATION,GRADING, RYE)AT 1001%PER ACRE(2.5 C � PLANTING AND CONSTRUCTION. B)CERTIFIED AR005TOOK'WINTER RYE(CEREAL E) , RETAINED ON IN ACCORDANCE WITH LOCAL REGULATIONS AND LB5/5.FJ • PLAN iNG BOARD O Z 5. ALL RUNOFF SHALL BE Z ° APPROVALS. USE WINTER RYE IF 5EE12ING IN OCTOBER/NOVEMBER PROVIDE MULCH(INCLUDING < z ■ ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY,INSIDE OF THE SIDEWALK, GRAVEL MULCH) °� TQ10V�1 F �QUTHOLD j CQ 6. DE ~ BY THE CONTRACTOR PRIOR TO THE START OF DEMOLITION.THE CONTRACTOR 15 TO 11. SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO ENTER ADJACENT ° ti MAINTAIN THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS.SEDIMENT BARRIERS SHALL BE ' DATE 141011 go , � C� ALL EXCAVATIONS HAVE BEEN FILLED WITH SUITABLE BACKFILL OR THE PROPOSED INSTALLED AL0N6 THE LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION / `/ / o SUBSURFACE 5TRUGTURE(5)HAVE BEEN INSTALLED A5 SHOWN ON THE PROP05ED 511E PLAN. AND SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 1. GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SITE.THESE 6ATE5 WILL BE 18. PROPER MAINTENANCE OF ER05ION CONTROL MEA5URE515 TO BE PERFORMED A5 11 SECURELY CLOSED AT THE END OF THE DAY WHEN THE DEMOLITION OPERATIONS ARE INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS, 5 m CEASED AND THE WORKERS HAVE LEFT THE SITE. MAINTENANCE MEASURES ARE TO INCLUDE,BUT NOT LIMITED T0,GLEANING OF RECHARGEFDA(5E : E b. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 501L AND BA51N5,5EDIMENT TRAPS AND DRY WELLS,GLEANING AND REPAIR OF SEDIMENT BARRIERS, 11 L005E DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE GON5TRXTION ENTRANCE REPAIR OF BERMS AND RUNOFF DIVERTER5,AND GLEANING AND REPAIR OF INLET L16HTING;? PLAN �SHALL BE MAINTAINED UNTIL THE SITE I5 PERMANENTLY STABILIZED. PROTECTION DEVICES. f-� I � � � k � ` PROCEDURES SHALL BE PERFORMED BY THE GONTRAGTOR(5),IN AGGORDANCE 14, MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS AND UNTIL ALL 9. EXCAVATION PROD WITH ALL FEDERAL,STATE AND LOCAL CODES AND REGULATIONS, DISTURBED AREAS ARE STABILIZED. 10. GLEARIN6 AND GRADING SHALL BE SCHEDULED 50 A5 TO MINIMIZE THE EXTENT OF 20. UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR 15 RESPONSIBLE FOR EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED AT ONE TIME. MAINTAINING THE NECE55ARY RECORDS OF CONSTRUCTION ACTIVITIES,PREPARATION OF 10 5 O IO 20 30 40 50 S � 3 BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. IN5PEGTION REPORTS,AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER JEFFREY T. BUTLER, P E. IS NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO II. NO GRADING TO OCCUR WITHIN 15 FEET OF PROPERTY LINES. AUTHORITIE5 AS NECESSARY TO COMPLY WITH THE NATIONWIDE PERMIT.THE CONTRACTOR ORAPH16 SCALE I" = 10'-O" D SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE SWPPP NECESSITATED BY FIELD INADEQUATE LIGHT LEVELS.THIS IS NOT A RECOMMENDED LIGHT LAYOUT. IT 15�A DESIGN 12.THE LENGTH AND STEEPNESS OF GLEARE L VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP BASED UPON THE SOUTHOLD TOWN CODE - ARTICLE XXXXV-OUTDOOR L16HTI G �j WHERE APPROPRIATE. ✓ O ro m 0 U fgA 7 N T , EL. .q' o, SEPARATION 015TANLE REQUIREMENTS FOR DARK BWkM N ff0M ATER I EA,rHIN5 5TRXTURE5 AND PIPING: meq' (9p -IA' o ry N a HORIZONTAL SEPARATION 015TANGE5 FOR STORM HORIZONTAL SEPARATION D15TANGE5 FOR STORM GlJ DRAINAGE LEACHING POOLS: DRAINAGE NON-LEACHING5TRUGTURES: EL.319' ( u � PROPERTY LINE = 10'MINIMUM WATER SERVICE LINE5/LATERAL5/MAIN5 = 5'MINIMUM HEAVY DUTY AND LOCKING 3A' SOUTH ff BUILDINGS WITH CELLAR= ID'MINIMUM UNDERGROUND UTILITIES = 5'MINIMUM GA5T IRON COVER TO GRADE 5117E Z BUILDINGS ON SLAB = 10'MINIMUM x - I VERTICAL PARATI N I T FOR T RM $ J F N WATER SERVICE LINE/LATERAL5/MANS = 10 MIN MUM 5E 0 D 5 ANGES O 5 TO RM 'MINIMUM DRAINAGE LINES: FINAL GRADE UNDERGROUND UTILITIES 5 SANITARY LEACHING POOL5 = 20'MINIMUM WATER SERVICE LINES = 18"MINIMUM x PUMP STATION = 5'MINIMUM SANITARY WASTE LINES = 16"MINIMUM Q P z_ 20„ FINE TO TO 6REA5E TRAP = 5'MINIMUM 60AND MANHOLE = 5'MINIMUM f� x PRIVATE WELLS = 50'MINIMUM to w (NI, RETAINING WALLS = 10'MINIMUMI I z FUEL STORAGE TANKS(BELOW GROUND) = 20'MINIMUM re CAST IRON FRAME AND GRATE/COVER PROP05E0 J CAMPBELL 1182 G OR APPROVED EQUAL to MANTENANGE PROPOSED RETAINING BUILDING � S `� WALL(SEE SEPERATION �- z EL. I11A' -1-1A' Gd.GVR � NO WATER ENCOUNTERED ADDITION DISTANCE NOTE BELOW) FIN.ORD PROP. G.I_GVR C.I.GVR S.T. = EZ 36A B- FIN,6RD=EL.32,0' FINAL GRADE INLET -1 PROP.ORADE O EL.34"1 Zi z fl o Q p Q a" TRAFFIC I MIN 4'DIA I TEST HOLE D�tTA f BEARING SLAB - N -N w z 5 � > 5 w SDR 35 Pi O A5 Ft-RFORN�D BY (WHERE PIPE PITCHED Q Your YOUNG FL EL.i 3250' _ o o rLU LU Y aLU APPLIGABLFJ . , N ON JJLY 1$,"I (E' - �' _ O N N N ®Yen FLOW LIN: 4 w PROPOSED f r 7 N F PROPOSED: n 191 OW 1iE o ry o I E.= 3086 - - - 8.0'DIAx12' o o � � � o 3' MIN, w 3 MIN. 4 DIA PVC,PIPE, I E. = 3026 Ems.DEPTH LL 22.0•Y4'/LF.- 55' = 0.46' ° PROPOSED: LEAGHING POOL +�PROPOSED ® � w 3'MIN.GLEAN LL 3' MIN. iv 4 DIA PVC,PIPE, 31 MIN o SAND COLLAR LCSEPARATION DISTANCE REQ'MTS FOR SANITARY PROPOSED W LEAGHIN6 STRUGTURE5: 1,200 GAL SEPTIC TANK I 4 ® � WRAP STRUCTURES MINIMUM HORIZONTAL SEPARATION DISTANGE5: ry WITH FILTER FABRIC 3'MIN ABOVE I A.BUILDING W/CELLAR = 10'-0" I. I B.BUILDING ON 5LAB = 10'-0' HIGHEST Z G.WATER LINES = 10'-0" RECORDED 10'-0" D.SURFACE WATER(WETLAND5) = 100'-0" GROUND WATER m F.PUBLIC WELL = 200'-O" BA._ EL:1 .4b' OFtOI1ND WATER I cV IO'DIAMETER I z la- 6 PRIVATE WELL = 150'-0" - " NON-RATEABLE Q H.RET.WALL(WTRPROFF) = 10'-0' 501E COLLAR DEPTH z�_ J.U/6 FUEL TANKS= 20'-0' U5G5 DATA WELL No.56560.1 — z. (BACKFILL TO BE GLEAN Z K.U/6 UTILITIES = 5'-0' SAND AND ,RAVEL) t-z L.STORM DRAINS = 20'-0" HIGHEST RECORDED OROIINDWATER = 8.q3' m q v M.CATCH BA51N5,NON-LEAGHING = 5'-0" NO GROUND WATER ENGOl1NTfRED 6 EL.IT.q (TEST HOLE DU6 TO IT BLW GRADE) LLAR MATERIAL (. MPENETRATION) _ ._ ._ u' N.SAN.L.P. = Vi T RATABLE SOIL z Q - P.PROP.LINES = 10'-0" 0.T.O.SLOPE = 25'-0" R.BLUFF =65'-0" UNDERLYING 5AND AND GRAVEL STRATA NOTES s 5.5EPTIG TANK = 8'-O" 1. LEACHING POOLS AND POOL CHIMNEYS SHALL BE PROPOSED SANITARY RISER DIAGRAM NOTES : CONSTRUCTED OF REINFORCED PRECAST CONCRETE. _ � m 1. COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. 2. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE ADDITION TO EXISTING SEPTIC_SYSTEM SYSTEM y a ° 2. COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. MATERIAL EX15T5 FOR FULL DEPTH. APPROVED BY r- 3. FOOTING RINGS REQUIRED UNDER DRAINAGE STRUCTURES. NOT TO SCALE T" 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. PER S.G.D.H.5.5TANDARP5 FOR APPROVAL OF PLANS AwD GONSTRUGTION FOR 5EWAGE PLAP�IIdINfa 130ARD CN SY5TEM5 FOR OTHER THAN 51NGLE-FAMILY RESIDENCES � m -�-Y}71C, cj'('p, 1YE!!Ge& SANITARY LEAC,INC FOOL L�' DATED: JULY 15,200b TOWN OF SOUTHOLD NOT TO SCALE O 1 DATE 1J r � m � X LE,60HINr,� FOO (50) I�TAIL SANITARY STRUCTU� REQUIRED SEPARATION DISTANCE FROM RETAIN% WALLS: �f a`�f��3 � X Q LU NOT TO 50ALE (PER S.D.G.H.5.REQ'MTS,5ECTION XXI,BACKFILLING AND FINAL 6RADING) r X Z I. RETAINING WALL5 SHALL BE GON5TRUGTED TO MET THE'FOLLOWING REQUIREMENTS: c^C'. '�* � O A.RETAINING WALLS THAT ARE LOCATED WITHIN 20 FEET OF 5EWAGE DISP05AL SYSTEM SHALL BE I [n 7- � 0011 5TRUGTED OF REINFORCED CONCRETE. _ B. NO PART OF THE 5EWAGE DI5P05AL SYSTEM SHALL BE PLACED CL05ER THAN 10 FEET FROM A / - 10 Q d) RETAINING WALL. r �` Q_ � G. IF THE LEACHIN6 POOLS ARE LOCATED GLOSEFR THAN 20 FEET FROM THE RETAIN106 WALL, O d) WATERPROOFING WILL BE REQUIRED TO PREVENT"THE SEEPAGE OF LEACHATE THR00W THE WALL. m NAVY DUTY AND LOCKN6 ti www.dignetnycli.com CAST IRON C,OVER5 TO GRADE Of NSW YAK CITY www.calo1811.com &LONG limp00 ENGINEER: (for other states) FINISHED GRADE 24" 24° S"MIN TRAFFIC ,c,�OF NEW yQ (500-212-44801 81 I BEARING TOP 20 MIN iv 20 MIN CC = I' 1 w By law, excavators and contractors working in the For safety reasons,homeowners are strongly W five boroughs of New York City and Nassau and encouraged to call as well when planning any INLET �2 ? Suffolk Counties on Long Island must contact type of digging on their property. Homeowners C4� - OUTLET EXTRA STRENGTH FILTER FABRIC DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by STEEL, OR WOOD _ N � WITHOUT WIRE MESH SUPPORT but no more than 10 working days(excluding calling 811,the national call before you dig MIN 4 DIA FLOW LINE - MIN 4"DIA ��',q 0j349 P REQ D. POST (TYP) PIPE- weekends and legal holidays)prior to beginning number.For excavation work completed on `��PVC, b" SDR�PVC OFES SOON 10' MAX. O.G. 5PAGING any mechanized digging or excavation work to personal property, it is the contractor's GU1VpLENT �I EQUIVALENT W/ WIRE SUPPORT FENCE ensure underground lines are maned. responsibility-NOT the homeowner's-to contact PITCHED MIN. al (� _ BAFFLE I _ PITCHED MN, JEFFREY T. BUTLER, P.E. 6' MAX. O.G. 5PAGING Excavators and contractors can also submit DigNet.Having utility lines marked prior to Y4 IN/I FT il WALL Ya IN/I FT O WIRE SUPPORT FENCE locate requests online,through ITIC. If you do not digging is free of charge. ' currently use ITIC, please call 1-800-524-7603 a J for more information. I -I +.A a: -FLtow• _ ( O < (Y • � 'd' LL Q ' Z W ' '" ' • ATTACH FILTER FABIRIC SECURELY \ \ \\ \\ \\ \\\ TO UPSTREAM SIDE OF P05T BUILDIN6WIRE (y (3 Z ii// //////� /�//i•//�/� OR TWINE • frWO Plat BALE) — 2 X 2 STAKES SEPARATION DISTANCE RkEQ'MT5 FOR SANITARY / � � � � •d- O ,� � GOMPAGTED SEPTIC TANKS: O O Q I Q/ 36" HIGH POLE (MAX) FILL STRAW MIN.HORIZONTAL SEPARATION 015TANGE5: I \ 4. L(l Q < STEEL OR WOOD POST BALE A.BUILDING W/CELLAR = 10'-0" / N SDE B.BUILDING ON SLAB = 15'-0' I I \ Z 0 G.WATER LINES= IO'-O"" D.SURFACE WATER(WETfLAND5) = 15'-0" / QZ Z J O F.PUBLIC WELL = 200'-(0' \ -- < LU SECTION G.PRIVATE WELL = 100''-O" I _ rT� -J 7 V FLOW H.RET.WALL(WTRPROODF) = 10'-0" / A W W ~- J.U/G FUEL TANKS = 201'-0" # O K.U/G UTILITIES = 5'-0" I I I W- _1 U- L.STORM DRAINS = 20"-O" _ , I I I M U- n BOTTOM M.GATGH BASINS= 5'-0)" I < ...... .. ' ' -r DRAINAGE SOLE � NAY BALES (NON-LEAGHING) I CO � � O :,f.• /\ \ :/\/ /\ \ LL N.5AN.L.P. = 8'_O' 'F� t::... P.PROP.LINES- 5'-0" /\\/\ \\\\\\\\\\ 25' // s;./ // // // / // // // " Q.T.O.SLOPE = -0 ry T Z i\/\ �:'_:..•. •�\/\, /\// // // //i� 3/4 MIN. - - -- - // •�� •�/\/ /\\/\ DRAIN ROCK 11A 0 R.BLUFF =b5'-O / Z W N N IN\ \/ 4" X 6" TRENCH .�// / % O W/ COMPACTED 5TAKE5(TYPJ,5EE 5EGTIOK BALE5 TO BE 5ET IN BACKFILL \\/ !NOTES: \ NOTE: ALL PIPING INSTALLED TRENCH DETAIL iN5TA1 I ION WITHOUT TRENGHIN67 11 Il I1. CONCRETE TO TEST UNDER BLDG SHALL BE CAST IRON, X4000 P.5.1.2b DAYS AND SHALL REMAIN CAST IRON LEAVING fl! 11 11 / 11 11 ,1 �� 11 �� 1, :2. REINFORGENENT MEETS _ 1/ THE BUILDING TO A DISTANCE OF 5'AWAY 0 NOTES: d p 11 fl 11 II II II II II II % �� q �� �A.S.T.M.A-615,A-185 5PEG5 FROM BLDG PERIMETER. • SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. " u 11 11 II II II II II II n » tti :3. ALL SANITARY PIPING TO BE NOTE: GALGS AND DESIGN PERFORMED IN Y INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. �! ° II a II a II II a �4"1 SDR 35 PVG AGGQRL?AN�.E WITH 5GDH5 SPECS. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. ELEVATION STRAIN BALE BARRIER 5EFTIG TANK - 1200 CAL.. S -4 FENCE - DETAIL NOT TO 50ALE MIN � Y SCALE: NOT TO SCALE NOT TO SCALE Zr o f C m 0 U ys 7 S ip I fV � r GUT ALTERNATE BARS O � p DOYdEL PAPER SLEEVE PARTING 5TRIP 1W Lu O ? N N p 135 O Q J REAR OF BLDG (EAST SID FILLER 111 p EXISTING GRADE TO BE s � S T � z 0 EXISTING GRADE ® EL. 3c]'-O" REDIRECTED RETAINING WALL RETA I N I NCS MALL BATTY °M EXPANSION JOINT GONTROL JOINT � 4 � R2 � � � m 4 � q FLA5HING A5 REQUIRED t41 p o p n R L w I 11 FRONT OF, w z 5 5 N - p o p NLu oo pa PROPOSED GRADE ® EL. 36-0 w > > N w O , NN ry N BUILDI1M CONCRETE RETAININC7 o °` w '.\/\//�/i\j��� `/:/:�//\j�//�/�/�\ ,•. a.•.. '��e (WEST 51 y ry WALL OUTLINE CHART m Fi o N o o �' N GRADE %\�/�//� a\ , -' NNEGT TO OF G� Q Q g O 1 I � I PROPOSED REQUIRED FOOTING 51ZE _ N NAGE PIP RET. WALL REFER TO DETAIL HEIGHT i THI5 DL46 Q j\�j °d \� �, \ GRADE @ EL 32.0' $ a b c , ° 0 Q PRN( PIPE LE. 31,Ib' DRNG PIPE I.E. 31.10' • ° s ' . • ° -�.�I° d - G . • . , ° a .. ° °• ^ a. . n } 4 e • ° `4 •I 3 2'-6" O'-II" 01_--/11 1 II _ _ _ ° 4 3'-2" I'-O" 0'-q" 11_511 B.O. RET WALL I- - ° ._77._ �.a ..� a ° ° a I I -O EL. 2ql-011 _...pL __..,.__.....L_9_ - - - - - 4- - _. _ - - - - - - ?ti—Imo _.._ - - - - - - - °- -- - - -� - - - - - - - � �8.- - - - � — �—� SHOWN 5 3'-10" I'-I" 1'-0" II_gll PROPOSED P.G. RETAINING WALL 6 4'-6" 1'_21' 11_311 21-111 51-311 11-311 11-,611 21_`11 SEE RETAINING WALL DETAIL PITCH T.O.WALL AWAY FROM yn� t/ (THI5 DWG) 1 EXTERIOR ELEVATION - NORTH SIDE PROPOSED BLDG v 51-1111 11.411 11-q11 -1011 MIN SLOPE I PER LIN FT 11-311 g11 1'-5" 2'-O" 3'-3" SCALE: I/4" = I'—O" 10 -71-511 -6 1' " 2'-3" 3'_811 T.O.WALL = EL.36"T/11 p►� TGH HORIZ. 3 MIN.BARS II N.O.G. -71-511I I &_111 11-111 21-611 41-011 I- " • A ` II D D E COVERAGE. TIE TO #5 12 81-1011 I1-8II 21-qII 41-5 VERTICAL,24O.C. 13 q'-6" 11_g11 31-011 41-q" KFILL'// / 14 10-3 I -10 3-3 51-211 15 II'-O" I'-11" 31-611 51_11 PROPOSED GRAVEL DRAIN = { 16 111-1011 21-011 31-1011 6-O m PROP05ED RETAINING WALL 1.7 12'-1" 2'-1" 4'-1" 6'-511 �= m PROVIDE 8 5.F. GRAVEL ALONG NORTH,EAST AND Ig 13'-4" 2'-2" 4'-4" p�, O AND FILTER FABRIC :- "'' 5OU17H WALLS OF PROPOSED c� MAINTENANCE BLDG ADDITIONIq 14'-2" 2'-3" 4'-8" -7'-3" FOR I.E. SEE = I ° ' 20 15'-0" 2'-4" 5'-011 EXTERIOR ELEV. SOUTH (THIS DWG4 - r pillm - - GENERAL NOTES: O " LGONGRETE SHALL BE 4000 P51 MIX. O PROVIDE 4"d� DRAINAGE PIPE, PITCH � �. ._ m X 0V8'/L.F.,MIN) TOWARD PROP STORM °- #5 0 Ib" O.G. 2,STEEL REINFORGEMENT SHOULD BE GLEAN, FREE FROM HARMFUL X .F1' RUST,AND IN COMPLIANCE WITH APPLICABLE ASTM 5TANDARD5 X Z LLz DRNG LP ON NORTH SIDE OF BLDG. _�. #4CONT. ® Ib"O.G. FOR DEFORMED BASE AND STEEL WIRE. �-'i EXI I AD 41'-0" ` (� TOP MASONRY RETAINING WALL5 SHALL BE PITCHED PER m � �;.,:; = - - RETAINING WALL DETIAL (THIS DWG) AND FLASHED PER DWG MM� Il L2. REQUIREMENTS TO PREVENT THE ENTRY OF WATER." - � ,.�o.�, ._=, A: �.� 4, HEAVY EQUIPMENT USED IN BACK FILLING SHOULD NOT APPROACH BAGS�HRSD� D EXISTING GRADE TO BE REAR OF BLDG BA.WALL® EL. 201-O - ;� Q CLOSER TO THE TOP OF THE WALL THAN A DISTANCE EQUAL_ TO REDIRECTED I� y7yN I i� 1 (EAST SIDE) a�. � 0 -� - THE HEIGHT OF THE WALL. Q BUILDING L�� Q 1<OTES: I PROVIDE CONTROL AND/OR CONSTRUCTION JOINTS IN CONCRETE (WEST SIDE-) , PROPOSED GRADE ® EL. 311 2MO rn ,�ETAINING WALLS ABOUT EVERY 25 FEET AND EXPAN51ON JOINTS1 4, m • ' ABOUT EVERY FOURTH y. �" �:; '•.: ' . \ `/\\��%.\\�\''/\/i\/i\/i\/i�/,./,,/,./%/\i i/////%���i 10 CONTROL AND/OR CONSTRUCTION JOINT. a.' ' . ...•.,. .. //<// %/��/�/��\�/�`��i i���' \//\\/\\//\EXISTING;/i\i\\�/\\���\; (DATED DOWELS SHOULD BE U5 .., • ,a.... .. ... / // /,!iy \/ �� \;/\\i�✓.a\i�\, i,�\, ,. <°. U�\iiUi ED IF AVERAGE WALL HEIGHT ON /\,/ \�\ 77// �,a�� PITCH: ° d /// i,\\�\G\R E :\��\!r.� EITHER SIDE OF JOINT 15 DIFFERENT. __l MIN SLOPE®4/LF . ° �i\i\/i\/��//\/i\/i USE TEMPERATURE BARS IF WALL IS MORE THAN 12 INCHES THICK. I ....... ... ... ; ' .. • . j ' ° ,�,�i/,i/�i,���,/�\\��\> ° ,° °: (TYPICAL) ° p. /moi\\/i�iA"/ (� GRADE @ EL 32.0 /////\y\\�i�\^�\��/ ° a %i!DRNG PIPE I.E. 32.21' Q r 1 B DOWELS: I"X2'-O" PLAIN BARS ® 12" O.G. O FILLER: PREMOLDED JOINT FILLER ENGINEER: / /�° PARTING STRIP: I6 GA. GA ° e DRNG PIPE I.E. 32.5 . ° . ° ° 4 a 4 ° ° I ° i\\�T� GALVANIZED SHEET STEEL COATED TO ° ° ° ° \\\ PREVENT BOND AND WIRE TIED TO REBAR " . 4 ° _ °. s 12 O.C. of ° ° d ° d — KEYS SHOWN DASHED MAY BE REQUIRED TO PREVENT SLIDING IN ° °` °°. - - - - -- -° —; — ,- - a° — - - - - — a-- °° a—.7 B.O. RET WALL HIGH WALLS AND THD T. - - - 4. - - °- - - - - — � � - - - - - - e ° ° SE ONM015TGLAY. ,r\P eG 4p * 7 'gyp PL,SEE DE P.G. RETAINING PROPOSED POURED CONCRETE RETAINING WALL APPROVED BY � Ir XTERIOR ELEVATION - SOUTH SIDE wALL,SEE DETAIL (THI5 DWG) m w !_[__!5�OALE: 1/4" = 1'-0" SCALE: 1/2"=1'-0" PLANNING BOARD 2N 0�3493 ti TOWN OF SOUTHOLD R°PESS1 \A � DATE �l JEFFREY T. BUTLER, P.E. ,7 ��C,�� .3 Q � ► ' C) � O 19a LL p�q m O •• Q EMERALD GREEN METAL w N Z LLI X CD STANDING SEAM ROOF I U N O Z 0 I K c/_ LL Z � O � c�v D Q -Vz � 0 ®®®®®® 1 J uJ OHEB RED CEDAR BOARD AND — N BATTEN ROUGH SAWN W Q #k m 0 r�ri In OLL v O 0 - PROP05ED P.G. +' O O N RETAINING WALL f '' PROPOSED P.G. Z •, (BEYOND) RETAINING WALL (BEYOND) Q < d n —d °•I o I a _ RA D ° d GE ® EL 32.0' d a ° ° dPROPOSEDP.G ° d FOUNDATION "d °' d ° e ° , ° °? d°d ° ° ° a ° d ° d ° AND FOOTING— p— d ed _d ° ° ° d ° ° d• ° — — aJ f PA6E : ° d3 — — — — ° ao—°a -..- �- EXTERIOR ELEVATION - FRONT - WEST SIDE 3 50ALE: 1/4" = 1'-0" • 0 5 of C U� r PROP05FD P.G. RETAINING WALL (5EE DWG. No. A-1.0 FOR DETAILS AND ELEVATION5) N q 100'-0" 4 ^' o A-1.0 �u o 0 53'-8" � 414AN dz N , O PROP05ED DRAINAGE PIPING 0 o ° 4 a n 4 p. p d n n o A (5EE DTL No.4 DWG. A—. N I.0) p o P cA w o` 41. 4 a G J � uJ / 13 LGKE S . g . o r U1 N ° E I � e a 4 z O = / O LOCKER RODM IT, ' �213 SQ.FT.x8 BENCHV FT- ------- 0 0 0 ' °L IY O I'x4' UFNGH U. , . -' EL' 4 ' ; oUc m Q I� W J MEN'S ROOM I r o � o 0 0 154 5Q.FT. ' / � o w W � o I FOR GONT'N OF (12) LOCKERS TOTAL I , ' DRAINAGE PIPING O I , o N > W 5EE 51TE PLAN, a �_ _ / ° _ / N N / ------ O �V '6 N iO ry N N O : O i i f 7 7 DWG. No. S-2 4,-Ow �S " o o LN � o7 7N 514. 0 in 4070 m 3010 4'-0' Y-511 3o10i Q 5'-10" rl WALL MINTD ml I -=�\=====s- `$ / O TIME GL(OGK WONIpW'S W. — 70,v"O.FT. FAX/ PAPER GOPIER STORAGE 2 I I BREAK / MEETING RM. A-I,O 820 5Q.FT. • GOLD STAGE �" I I 2,SGF I I N [F�A�X / TORAGE RM. m N SQ •85 FT. o oll a -V 51 _� iv FIL 5 X Q xz 4'1 3'-O" b'-f�' � 2 1 o Q US r 3070 3070 z OFFICE No,2 u- � 244 SQ.FT OFFICE No.1 25150.FT. �' J V 1z w 53'-4" C25 ® ENGINEER: 21-0" 5H ry i 5_Ow II'-O' S" '71-41N P��pF NEw r0 e� W / �O 07349'3 �� � �� � 1 oROFESS1oNP�4. IO' X a O.H.D. to x a O.H.D. — — — 10' X W O.H.D. % / — — PLANNING BOARD JEE=PREY T. BUTLER, RE./ (2) 3046 4010(2) 3046 — — — -- TOWN OF SOUTHO LD FIRST DATE FLOOR z SCALE: 1/4" = I'-O" 3 )0 m O ,cQ 12 z ClZ BREEZEWAY 1L '� lO a 48.00 SQ.FT. Q O 0- cl� CL 12 12 OWN T.O.,j PLATEEXISTI MAINTAIRANGGE/PUMP Z q) W Z I Z Z O I'-0 T.O. LATE HOUSE BUILDING O � --� < wO- OVERHANG IX — )z d- m r 1-01 O Lu 4 0 BAFFLE fNSULATION +ANG Ix —I t (3 E—+ m I— O w - FLASHING zj OO A5 REQUIRED 1, if{ - z � o PROP.L. oRADE 0 O �� 11 R-IS INSULATION _O O LL O o Oll 2x4 AG4 SILL ~ Z Lu ,'j; `' 5/8' ANCHOR BOLTS, 48" O.G. MAX. Q Z M p��� w b° 1NK P.G.SLAB W bxb WW 5/1 ' A FROM CORNERS OR SPLICE 12" A - (5EE DNC,No.A-1.0) b MIL. VAPOR BARRIER 3" BEARING PLATE AND SILL SEAL Ca PROPOSMOVER COMPACTED FILL " P.G. FND. WALL, _"�" P.G. FOOTING mk ORA PIPIN6 T.0.5. = EL.32.50' (STORAGE AREA) SFE DW6.No.A-IA AND 5-2 Q PAGE--I RADE ® " ' .• .. .,,',,;,: w w / O� EL 32.0' SECTION 1 Y a 2 x24 CONTINUOUS RIGID INSULATION AT PERIMETER (R-10) m 2"x24"CONTINUOUS RIGID ' • INSULATION AT PERIMETER(R-10) m 01 2 `0 N5 � of COMcheck Software Version 3.9.2 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Laurel Links Country Club-Maitnenanace Building Construction Site: Owner/Agent: Designer/Contractor: 6400 Main Road Joe Pfaff Jeffrey Butler Laurel,NY 11948 Laurel Links Country Club Jeffrey T.Butler PE,PC 6400 Main Road 206 Lincolcn Street Laurel,NY 11948 Riverhead,NY 11901 (631)298-4300 631.208.8850 jpfaff@laurellinkscc.com daniel@butler-ae.com Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Building Space Conditioning Type(s): Nonresidential Vertical Glazing/Wali Area Pct.: 4% Activity Type(s) Floor Area Office,Locker and Bath(Office) 2500 Section 3: Requirements Checklist Envelope PASSES:Design 8%better than code. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Metal Building,Standing Seam 2500 30.0 30.0 0.020 0.055 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 2 ft. 200 --- 10.0 --- --- Exterior Wall 1:Steel-Framed, 16"o.c. 2000 21.0 0.0 0.106 0.064 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 72 --- --- 0.340 0.400 0.33 Door 1:Insulated Metal,Swinging 42 --- --- 0.340 0.700 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: Lj 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. C] 2. Windows,doors,and skylights certified as meeting leakage requirements, 0 3. Component R-values&U-factors labeled as certified. F-1 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Ll 5. 'Other'components have supporting documentation for proposed U-Factors. 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 0 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. L1 8. Cargo doors and loading dock doors are weather sealed. Project Title:Laurel Links Country Club- Maitnenanace Building _ Report date:09/06/13 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bldg\LAUREI_LINKS PERMIT SET ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. ❑ 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: ❑ Building entrances with revolving doors. 0 Doors not intended to be used as a building entrance. ❑ Doors that open directly from a space less than 3000 sq.ft.in area. ❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ❑ Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,the esting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with th' Cod "r— Name r-Name-Title Sig re Dat Project Notes: 5000 s.f.maintenance and office facility OF /Vj � �<FµEY T, eG�{'0 0 m i Z ( *- l \IN,o 0,>349 90FFS S I Project Title:Laurel Links Country Club-Maitnenanace Building Report date:09/06/13 Data filename:JAMISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bldg\LAUREL LINKS PERMIT SET COMcheck Software Version 3.9.2 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Laurel Links Country Club-Maitnenanace Building Construction Site: Owner/Agent: Designer/Contractor: 6400 Main Road Joe Pfaff Jeffrey Butler Laurel,NY 11948 Laurel Links Country Club Jeffrey T.Butler PE,PC 6400 Main Road 206 Lincolcn Street Laurel,NY 11948 Riverhead,NY 11901 (631)298-4300 631.208.8850 jpfaff@laurellinkscc.com daniel@butler-ae.com Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Office,Locker and Bath(Office) 2500 1 2500 Total Allowed Wafts- 2500 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Office,Locker and Bath(vOff ice-2500 sq,ft.); Linear Fluorescent 2:24"T1 2U 40W:Electronic: 1 37 40 1480 Total Proposed Wafts= 1480 Section 4: Requirements Checklist Interior Lighting PASSES:D- code. Lighting Wattage: ❑ 1. Total proposed wafts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 2500 1480 YES Controls, Switching, and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4. Independent controls for each space(switch/occupancy sensor). Project Title: Laurel Links Country Club-Maitnenanace Building Report date:09/06/13 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bldg\LAUREL LINKS PERMIT SET Exceptions: O Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: 0 Only one luminaire in space. 0 An occupant-sensing device controls the area. The area is a corridor,storeroom,restroom,public lobby or sleeping unit. 0 Areas that use less than 0.6 Watts/sq.ft. 0 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Q Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. C) 10.Photocell/astronomical time switch on exterior lights. Exceptions: C] Lighting intended for 24 hour use. 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Q Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9. comply with the mandatory requirements in the Requirements Checklist. Name-Title / Sign Date 0F NEIN Y �Q, PAY T. BST 0 r— tL LU C7 I` l W m z 07349 AROFES S\ONP� Project Title: Laurel Links Country Club-Maitnenanace Building Report date:09/06/13 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bidg\LAUREL LINKS PERMIT SET COMcheck Software Version 3.9.2 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Laurel Links Country Club-Maitnenanace Building Exterior Lighting Zone: 2(Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 6400 Main Road Joe Pfaff Jeffrey Butler Laurel,NY 11948 Laurel Links Country Club Jeffrey T.Butler PE,PC 6400 Main Road 206 Lincolcn Street Laurel,NY 11948 Riverhead,NY 11901 (631)298-4300 631.208.8850 jpfaff@laurellinkscc.com daniel@butler-ae.com Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (B x C) Main entry 3 ft of door width 20 Yes 60 0 Total Tradable Watts'= 60 0 Total Allowed Watts= 60 Total Allowed Supplemental Watts"= 600 Wattage tradeoffs are only allowed between tradable areas/surfaces. "A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp!Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry(3'ft of.door.width):Trodable,Wattage Total Tradable Proposed Watts- 0 Section 4: Requirements Checklist Lighting Wattage: 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:No exterior fixtures are defined. Controls, Switching,and Wiring: 0 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. C) 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. Ej 4. Lighting designated for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: Project Title: Laurel Links Country Club- Maitnenanace Building Report date:09/06/13 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bldg\LAUREL LINKS PERMIT SET ❑ 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: 0 Lighting that..has been claimed as exempt and is identified as such in Section 3 table above. ❑ Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. ❑ Emergency lighting that is automatically off during normal building operation. ❑ Lighting that is controlled by motion sensor. Project Title:Laurel Links Country Club- Maitnenanace Building Report date:09/06/13 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bldg\LAUREL LINKS PERMIT SET COMcheck Software Version 3.9.2 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1 : Project Information Project Type:New Construction Project Title : Laurel Links Country Club-Maitnenanace Building Construction Site: Owner/Agent: Designer/Contractor: 6400 Main Road Joe Pfaff Jeffrey Butler Laurel,NY 11948 Laurel Links Country Club Jeffrey T.Butler PE,PC 6400 Main Road 206 Lincolcn Street Laurel,NY 11948 Riverhead,NY 11901 (631)298-4300 631.208.8850 jpfaff@laurellinkscc.com daniel@butler-ae.com Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone):Split System Heat Pump Heating Mode:Capacity=72000 kBtu/h, Proposed Efficiency-13.00 COP,Required Efficiency=3.20 COP Cooling Mode:Capacity=72000 kBtu/h,,Air Economizer Proposed Efficiency=18.00 EER,Required Efficiency=9.50 EER Fan System: None 1 Water Heater 1: Electric Storage Water Heater,Capacity:75 gallons w/Heat Trace Tape Installed Proposed Efficiency:0.92 EF,Required Efficiency:0.83 EF Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 (] 1. Equipment minimum efficiency: Heat Pump: 3.20 COP 9.50 EER(9.2 IPLV) I] 2. Discharge dampers prohibited with fan motors>25 hp 3. Integrated economizer is required for this location and system. I] 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. Requirements Specific To: Water Heater 1 : 1. Water heating equipment meets minimum efficiency requirements: Electric Water Heater efficiency: 0.83 EF(323 SL,Btu/h(if>12 kW)) 0 2. First 8 ft of outlet piping is insulated 3. All heat traced or externally heated piping insulated 4. Hot water storage temperature controls that allow setpoint of 90°F for non-dwelling units and 110°F for dwelling units. 5. Automatic time control of heat tapes and recirculating systems present L1 6. Heat traps provided on inlet and outlet of storage tanks Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): �- Report date:09/0 �n Project Title: Laurel Links Country Club-Maitnenanace Building6/13 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bldg\LAUREL LINKS PERMIT SET ❑ Standby equipment automatically off when primary system is operating ❑ Multiple units controlled to sequence operation as a function of load ❑ 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/RCCA Standard 183. ❑ 5. Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override, 10-hour backup Exception(s): ❑ Continuously operating zones ❑ 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): ❑ Ducts located within equipment ❑ Ducts with interior and exterior temperature difference not exceeding 15°F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181 A or 181 B tapes and mastics ❑ 10.Hot water pipe insulation: 1.5 in.for pipes<=1.5 in,and 2 in.for pipes>1.5 in. Chilled water/refrigeranVbrine pipe insulation: 1.5 In.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in,for pipes<=1.5 in.and 3 in.for pipes >1.5 in. Exception(s): ❑ Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105°F. ❑ Fluid not heated or cooled with renewable energy. ❑ Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHRI840 rating). ❑ Runouts<4 ft in length. ❑ 11.Operation and maintenance manual provided to building owner ❑ 12.Balancing devices provided in accordance with IMC(2006)603.17 ❑ 13.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in'spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Exception(s): ❑ Systems with heat recovery. ❑ Multiple-zone systems without DDC of Individual zones communicating with a central control panel. ❑ Systems with a design outdoor airflow less than 1200 cfm. ❑ Spaces where the supply airflow,rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 14.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ❑ Gravity dampers acceptable in buildings<3 stories ❑ 15.Automatic controls for freeze protection systems present ❑ 16.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted Exception(s): ❑ Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Systems serving spaces that are heated and not cooled to less than 60°F. ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. ❑ Heating systems in climates with less than 3600 HDD. ❑ Cooling systems in climates with a 1 percent coaling design wet-bulb temperature less than 64a17. ❑ Systems requiring dehumidification that employ energy recovery in series with the cooling coil. ❑ Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2010 New Project Title:Laurel Links Country Club-Maitnenanace Building' Report date:09/06/13 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bldg\LAUREL LINKS PERMIT SET York Energy Conservation Construction Code requirements in COMcheck Versio and to comply with the mandatory requirements in the Requirements Checklist. ; z l / Name-Title 1 ure Date Section 6: Post Construction Compliance Statement 0 HVAC record drawings of the actual Installation,system capacities,calibration information,and performance data for each equipment provided to the owner. I] HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. 0 Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date Project Title:Laurel Links Country Club-Maitnenanace Building Report date:09/06/13 Data filename:J:\MISC_JOBS\Misc Jobs 2007\070034 Laurel Links-Maintenance Bldg\LAUREL LINKS PERMIT SET i ii L) GENERAL NOTIES ijIIYEA/Palle L f�a_TOMFR REatyONaRILITFS 1.1 Fabrication shall be In accordance with LIZA.'*standard practices In 1.12LBEGIG6_MGIE auAL1FICATTON OF HOT�e GALVANIZING PROCESS 2.1 It pr volVia respasecure a the BUYER/EN0 USE CUSTOMER to tat. appreprWte t ISM ON PRIMA cF-nh11ARY S sppravds and can necessary pamdla horn City.CU.S.A. Nate,a 04-07; b tract sled wan plea maks numb bove p to lsoatlon of pour•maw an QY '1(LS upon r eiving a°s rsgrtad.and b od+tsshdsw•U,RA,to fabricate r&ctfan drowlnps.Erect ani plurM bate prapwsdvsy te Inwn omera9 wtdtn vasoand length b maintained. Zino ebb ob thehal-d� Ian uP°^r vInq su4t6 1.13 an=1110111 -pr�scilon eyelsms ,engthe coating 2.2 United Structures at America's(haro°kr referred to as U.S.I.) Crtie°oNan numbers becomes wry thick a dull grwR the cootillep may not standard epeaMaetlons apply unlow stpdaled otherwise,in the Contract Aoce«oriss oro not anal roled� to applicable for acnitectwar P*gwm ns Dodanenta U.SA's d•dgin,fabrication, quality or*erlo,standards, AC172 FA-327 1.14 ROOF SYS7El1S prastba methwb and talerarnae•shall govern ths work with any other MIAMI-RADE COUNTY /08-1008.01 fie performance of roof systems wsuppplled by USA b hl F 4 1 an correct and Diffarenaes In the Water and calor of galvanized coatings and Interpratatkwn to the contrary nolwllhntanaxp. It b understood by both S./. props erection and roof system It clatlon tly qualified roMbe Installers.USA p Parties that ten BUYER EW USE CUSTOMER Is responsible for dorWicatkn of oat responsible -perfamanis dus tab=a delso"tatima L lb Resanu Th absence of sponl$e hoer no affect on the cooling pAduslau a exdudone wan the archlaeeWrd plana and a cations. Mouatan 135 USA dans rat mord &veto*r room Inotceers, Is a 7M welF-known ep°ngM affect/aortal on galwnbMq / specifications. Tow ri,—bg n- /113 h 9 k elmply°facia of Premay,crystallization, 2.3 In case of discrepancies;between U.S.A.'s structural And plan and plana Manby MRMA Additionally,handing techniques for lsM may rsgulr•the fa other trades,UA LA.s phew shall Www*.(Sectisn.3 AISC Cada of yy Nandard Procitas•) I.AS.-A0472 MB-i4e u«of chain rings win ar vtar h ding devteeu b lmmaes material into the advaninlhq kettle.Than handling devices may 2.4 App*vel of U.SA.drawings and calculations indicates that U.S,A.h« Wave o mak on the gdvantemd Rem. correctly interpreted and applied the Contract Documents. This approval aonstRutes the uon4a:lor/own*acceptance of the U.S,A.'s design /� The_Q�vanl Brasses b lar carroslon protection.Inomelistana« concepts,anu pUa'a and loading.(Section 4 ASC Code and MMA 3.3.3) peMM rimer paint is a rwt bd+bRlw prlmer dUdn nests ft end in taarn dna nowxW make a•not cares for rejection d Me product y8 Once the BUYLRMID UK CUBTOWM has a"U.S.A's Approval Packopu and the once of Federal Specf8cation TT-P-W and is U.SA.'s Red project b released for fabrication,diaper dwS be WIW to the DUPER/ aafor. This point Is not Headed for lay term wxpaaesu►e END LIVE CUSTo4ER including matend,engMeeft said ether°eats• M addik" to tow dements, UAA is not responsible far any detsrkrayen AWMIhIl1Y-2BlC fY1/n11NG t«may be charged M the project must be mewl*am 1M fairbstlon and of the ohm primer point as a result W I Ifr"m bwdby mod/or The Alunrrrn-Zhu coaling to")set to variances to spans• shipping schedule. storage. U.S.A.Nd dst M far any Bela applied from cog to call which may read In notiawbl•shade vaivibn pdht end/r aeatB,a(seadomi s,8 AM Code of SWodord Rnctb•, in installed ponds. The Numhom-Zine codbp b am wbjed BUYER/END usE cxffitoMOR a r«pa+elhle to owdl yyr°j«t coordination. N stn EMlen) ttaop p4111~1is! aft r ddppuand Inotdlatian.Piyaagnnels may btatwk bOal�y�and dalgqnn considraUora aalhcerhtaq any mate. ials 1.3 SkLrSsnzEn OR SPrmAI_CrtAILCS dmadateristao.It consistent appearanceIssrrequ . not furnished U.S,A.nerd U.S.USE sed system Or•to be gnddred and aoerdlnoted by the 9uriR/EHO USE CUSTOMER. Speemo d&elpn arReris eensemiy Me t:mtewt Documents and ref. note an the lop right hand of this pope. USA recanmands that pre-painted pawls be used In lieu of this interface between materisu must be 6uakhed before release far Akrmiani-Tine.Shade variation In panels manufactured tram fabrication or U.S.A.'s assumptiau ell govern(IwRen 4 and Commentary, 1,4 ALL En>s AK I X11 r o'-N AXZ EYCFpT. 5 Aeenbusn-Zinc coated midrtal do not diminish the structural NSC Cede of Slatdrrd.Practice) a)Edw strut ea*noUan-1j2*0 x 0'►1�4'AXI Integrity of the product.Theme rode variations should be b EhdwaB rafter.pike-518'0 x 0'-1 3/4"A325-N anticipated and are not a cause for re 2.7 It le Uva responsibility&a or the Be require USE of any oto Inca*then U.SA.'� Ivor leatfehe Bien earply wRtn the appBeable requirements e1 any governing butkemq a Dedrall column to rafter connection-1/Ye x 0'-1 1/4'A326-N authaitbt TM supplying of ailed enginerig dela and drawings for d Main home conne°tbne-SEE CROSS SECTION the metal building system dor net imply or conatNute an agreement NOTE: ekehers a•set supplied rrdees*Wad otherwise an njfaNilq that U.SA,a As ddgn wybasre ore actintion gyje cmt�e the rybnw of record L5 MAIM1111A ALKA9O11MIA OM whill at Yrlo a u-N. 1 tmj sso"or ady to fyd Na design ofathis structural Theme ttsflfumished by U.S.A. Nide hangs Shap« A572 or A992 FY.BO Kai Other Raked iM Shnpor A3®a A572 FY r 39 KSI a 00 K& 2.9 The RUl[!t/!ND USE CUSTOMER ts rsapalsfale for esltemr oion"Danchor ra halts and structural! star 1Nols(Florio cannesttaa.) OA1011M er A= err• 0 KSi �eTorpor�r�r�is eulh ae�re■d`u)%pad�ihn0odetermined aribbr e . Cold fom d Light cage Shoopp" AIOOI1or 35/HISLAS CLASS 1 FY.55� UNITED STRUCTURES C F AMERICA and furnished and installed by the mb"erector. it Items Use a be hiffil ed torn Cable eraobq M73-7e Extra Nigh Strohglh a pndiniiary nest d alawkhgs,irndhtdly anchor belts, ties eedy,fInd Rad ins Be AM ""36)M I N C O R P O R A T E D Roof ad Yiak Shelia, A792 FY.SO.e0 KSI "Pat CONSTRUCTION DRAWNCS' to this usw(Suction 7 N9C Coda of Yoddas Bath A307 FY-36 KSI Standard Practice.) Nlph Strength Bats(1/2'ra to 11e) A325--N N-12D X91 ts to High strut Bonita(i/ o to 1 1/2'4) 432" FU-105 Kg 2.9 permit rled Use tra es at Anwtoo b tweent a us the a 04 ander 0s, P chs Bab(R tKpp9ad) �r, DEB K•30 3tS XKSI DRAWING PACKAGE o . fen�of forces balsam res nor and the corner anchor in An.., shacr,haw and ternaton,but is not responsible the 1*MNr of anoner bok Pipe LUBE r RADE C FY.40 KSI l rces to the concrete or the adequacy of the*now bolt in relation to the JOB #44555 omor te.unless o provided In der Documer Red Strwntsa rof America does not is and not responsible,far tho material and construction of the fandotion or foundatlnn embedments. The 1.6 HlOF4-S7nENCitf eDlr TI40MA12 HEQUIEMEM15 END USE CUSTOMER should«sura hinWf that adequate prohAsions we mads NI High Strength Brio(AWS and A490)shall be fully Pro-Tansbwted ned unlnootherwlse BUYER SOUTHFORK CONSTUCTION In the foundation design for Ica&irpased by column roacttans of nm building, an the drowinps a by wenten pernderon W the Engineer of Record, END USE CUSTOMER : LAUREL LINKS other lmp«.d hada,and bearing capacity of the aW and other conditions of • Mean anal Methods of Pre-Tensiamin o hol be In accordance of em latest Rcsc Itst'ab�iepcaMmnmended that the anchorage and foundation of the building be Saeelacafhrm for n,....m•.rat dnlnti Mohr.-Sawa 1td2. It is the erector's responsibility to ensure bolt tensioning is dorm proper BUYER ORDER # of much tr c Registered ion IV NOM ELa Rh aSorlem S In the ergo and h accordance with the stated upeol9esflane and land)rbdloUarna. of wen redlonrop (Section IV MRM*Low Rlw correction*or mi Syetam Yaws) JOBSITE LAUREL, NY 11948 COUNTY : SUFFOLK stomodeal a arnon tom of ream Inducts itisaddsg of ming,and misfits by R riatc proper ods and harhdiIn of HIgMSlnergth 901te•aILICd l0 Uva ability to P*-tendon. moderate demarl W nouns owgh Q. use o a catling,and the y drrwlsq cannot dements into IIna the(w the u«of a of Phu. Errors AN equire uUSAt'aleotsnnot b:ipped fm'lnl the for b in thatsedkeys a baps b un jet eR.. BASK BUILDING 50'-0" X 100'-0" X 11'-8 3/4n mo)g hge be carrvalied o the fron ingwe moan.ep rtes meds fhdd rohgonsi{•kr twlb that fall w a result at belts oat handled In a resparalbb faehlon. major changes in m&mmher eonftgurot�rn era to be*parted Immediately Refaenoe the Iced RCSC edition to U.S.A.by the BUYER{END USE CUSTOMER,to enable whoever is rosponaNd tislsp A9TY A325 r AaaO Betts far proper jobs**handMq of balls, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED: CODE LOADS either W wnot abs,era a to approve the meet shiniest and economic method of correction to be used by obvra (Section 7 AiSC Cade of Standard Practice.1N1h EMM)BUILDING CODE: NBC 10 ■ LL 20 psf With No Tributary Area Reduction 2.11_F' M9DVrAjQ"3-W MUI Neither the idnecator nor the 60YER/1 N0 PRIMARY FRAMING: AISC05 ■ Collateral Load: 39f USE CUSTOMER sten cut,drilla 1 otherwise alter his ern.a the work a other trrdea SECONDARY FRAMING: NAUS01 ■ Snow Load: Pg=20 psf Pf=14.0 psf Ce=1.00 Ism-1.00 Ct=1.00 to accommodate saw trades.unless such work b clearly ep MW In the wnvect p . ■ Wind Load=120 mph Iw=1.00 Ex osure-C documents, tinam,ar such wrk 1.s?°rrted,the BUYM/oo USE CUSTOMER b RE TION Internal Pressure GOefflClent=+ 0 18 VelOCjt Wind Pressure=26.63 elf responsible for furnishing complete Information as to mwtaids,stir..location 1.1 CLOSURE SYMPS ARE t�,ReILSe1E0 roe AttplY A1101k RIGID FRAME: H/6D /' y P number s{ > p Standard Prootim� �of shop drawings.(swUm 7 wane-under roof ponds d waw ■ Seismic Data: Occuppancy Cotegory�Il Sds=0.158 Sd1=0.096 Site Class=D AISC Came CUTSIDE-NWow -dwaa ponds and robi vin RIGID FRAME L/180 le-1,25 Ss=O.T48 S1=0,060 The strength.stmeRy,ad wfety of this building may be affected by cutting,ntelnq -under caatsnaus ridge vat.kits PURLINS: L/180 Seismic Design Category=D or r.mamingarnytr canpanrnt&of Me buldby.No rich modifications may be made 1.8 ERECTION el�Eal A�suPl,ortTsr GiRTS: L/240 Selsmic--force-resi-3ting Sysfism, dtlost fen= apprawl of united structures of America be The rector le hep- IMG to detemga tumMh and Install dl d tem. ENDWALL COLUMNS: H/180 Tronsverse Load-Steal Systefts hot �pecifiooll W I F r Seismic Resistance V=292 kips R=3.000 C&-0,054 Ceaatsrd body ar otea components provided by others may be supported an this supports and brooked.Thor«temporary supporta and branhq snap he sunk wii o ENDWAtI RAFTERS: L/180 Longitudinal Load-Steel Systems Not 5pecificany Oeta �or Seismic Resistance V=2.92 Rips R=1000 Ce-0-054 buTabq in the d«lgnat.d locations K mp.dnray included in the design lanae. eemurs the balding and/cur b°*st and steel op hist bade likely to be union the amneMiom far such components have been d«ipned ani detailed by wncontwed during.natio"Including those due b mid load wed reslbn operations BRACING H/60she (Seatim 7.10.3 RISC code of Standard PreoNas) SPANDRELS L/240 0 Mezzanine load: DL et LL_ et CL psf u AR NG customerom rwpuld Al b ized Zi appropriate pa es be u an deta&a as ut�ed. O Other LoadiC P P z.t2 In no Does should copper. Both oad star Ponce b*used In auserg"�oafs,with lead or sapper. Bam hod and capper n°»kamw 1,9�FF.GI IWe .S"e�U tl�M(♦LEiY,LI.Se 1MN nF ONS 9Asm ON, N cont"with Aluminon�z t w�pan�Edvactwn~run-o f when Th*am copper I.IOI!! rwo YEAR MEAN RECURRENCE NAND SPEED M daluns ar shortagesb buyermust M mode 4o USA.w11hIn ew 8 ! Fs llSAFET. City,a NT onto Al STRUCTURES ed Zine should M oras 0 commitment a 210A a 1BA'PW a Nolte O D ♦L.-.12, s+S amaber A 6bull, 2.13 to mane SAI�e�ENT UNITED S3RI1n aria of AMERICA nee d ectfA nrvrkkwq aye after drlvrw a sutlh claims cads be considered b thaw () a 34CA 0 o Ahehee Ana a Wilco Ifsof n 9spry,.w/sIS sloshto manufaWun 4aRty bhuBdinq conpamwnts tial can ins softy ersetad,torn waved by the ouatanmr and disaaoieed. mw �Y�! -r�NR a� �� � �ti°'� S wltK t'psdc StKdh. However.+ies webty c�bnent and pi aft practices of 9u rear beyond the contra of US.A. r 1.11 aRONc ERRORS AM OPPAaK OOMA L1 DT I O tier� green a lam 0s,Pbe+l"0 a a, .rar a4� It b strongly recommended that sate work"Conditions and accident Clea kr eanWbn of d:e ed mla9b r1 be Mellowed unless U.S.A. •..- e a .. "veatiah practices be the top priority of an job alb. Locd.State, r aa --........- _ and Famard ould shall have reedvsd prier notloO tersof ad domed reesanoble Inspection .. --- ansa*worker acladynd�t�h Go employs"knowthe*West andhelP Of such misets, The correction of minor misfits by the use,W drift I teal. Hot BY UUI A pin to draw the components into IIns,moderate omoaunte of naming _ should�owm to allla�ip a tuAditq. Emergrnu�'Droad,r« chipping and cutting.and the replac roe nt of mina e+harMilee of material - °0L a*a normal part of wilo lon and are not subject to*Mahn. No port W ■8tasrd•/9stiwe!Obrnwpeut a ShhPfs[ow ills a 8ruinWrM Ede Titin a Bibs Trim 0 1f01 n/201 a OPOt a Bow Clcalre use�dh e.rubber ado sh procedures a�r000f work proppeerr equipment four the BulWhq may be returned for alleged"dsNe without the prior TIa9 sndw 0�seapi flee lm A Rhe taa"c Jamba leas: aur idme of NEW �e�, ppmkv� apprond of U$A. Rear*eanb G straw f'dy tielwla 1000 ■K -unkoa JeeO 0S� Ti.Q }O e"na/�eC+ani aortal nab alarm 09iA aatL.for sttem[fraction. ,.=.:d el ors ehaulde awcn of nom! The fallowing;OSHA Regulations(Standards 29 CPR)ore applicable to Sted Er cttan: FAMA a 2WA USA G'PBA' O'11W p ran chs Cela y O¢ �f• OSHA Star Erection R"Watioey Part Number IS Subpart'R' )ICIENOM Customer To Provide Colors Denoted PMIL O 240 _. a Because Pe4ribbeis INN_..__p Kjwer Ware Ww ,k 2,14114anulacturr b net lolpanrbls for bodily atria a matrkil damages With (if Any) On Returned Dwefs. SOIW a 2M USA alto e'Peft 0- cde:Pale*A* 111411ala,Pyr anile � ¢ dwinp unlood'ing, handing.Acroge, r rection PAte1. a 21QA 97edrt0 Wilts •90caee uncle 9000 ❑ lileete 3000 ei In.37 6/27/12 ALL FLAT FACED PANELS HAVE A TENDENCY.To CIL CAN. M 0 MA UM O'PBA' Ct'Per 0 coir Toa Cdr 36 5/3po USINC HEAVIER GUAGES.NA?ROM t*DTHS.EMBOSSING OR PMU a 240 _......._a sec Poly lido*31100 ❑ Woods 3000 S1FFENER BEADS(11Ht7N AVAILABLE)CAN REDUCIE OIL CANNING pARilesm a tam USA 13 VW 0 7 CI _ria TAn Clot 35 10/5/99 t nl_NUER NO CIRQAMTAN( I�1 CANNING� PAUL a 24" o s*.me Pay tdaeb to0o 0 tkdae4 7ooa RSO N¢ ( N� P2f RESUBMIT PERMIT 10/7/13 34 6/18/07 FOR REJECTION a MA tiAA ClWe 137W a -� ,, Ttls Dar Job Number : 44555 33 4/11/07 0 24gA 9Padd RegAtennwb a 4iwrxr rel uruis 9aib ❑a uekses J000 i y LBO SHEET Lt of 2 i p . p 1 I I 1 I I p w .,, ♦ ♦ a w p p . p avinC aa� i CUSTOMER: Southfork Contracting ISSUE 0ESCfFWN DATE BY � — a► 0 m m n oa p�i*� 15 Henry Street F2 RESU@IIT PE1gBT 10 CA7D o O Certr Nricbm NY 11934 to 631-•931 0735 p o N �,��, N c w y {ate PROJECT: Laurel Links LBA "+� far ° Link'Gdf Oub 1 — —��_ W A UNITED STRUCTURES OF AMERICA °weeeNY INCORPORATED a U W w WO � W C) CC � W � O ✓� U f i � z 1 100'-0'OUT-T0-00 OF STEEL 8 '- — CORPORATE OFFICE 2 3 4 51512 OUSCHONO HOUSTON, TX 77038 18'-0r 14' 281-442-8247 1113',7- - 1-8 1 7'- fi'- PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 D 573 I 1 1 1-• I ! I I I I a y� � I I ��` ..�• I I I I I I I A B tK B A LAPS PLAPS r-> r-r ROOF FRAMING PLAN U d OF NEW Y aP p� w094 0 'P n W `s d J : 44555 AVM SY: CADD DATE:C 10/7/93 "ACCESSORIES" Cf1KD BY: M An /£x o-t IAfA) DtY. DESCRIPTION DATE l t'er shr Cene.atloe-1 x i t s 2.edrrldtrm0a�9oke SCALE: N.T.S. S fides a Mqr CeneeeNn-i � t 1J�Uel t wa R.e.Carreruer-81R�1- NSE ��Rad turd� � Q1170E-Odom a wd Rare,Fa"Pew Ar IYd um a. ROOF FRAMING ttWwsw ( 1~go tw+.e DWG Et of Qe Oolr Ftr t�llr. W� N� LU { 0 N V ®Z F= i 1'_p• 1 100'-0'DUT-TO-OUT OF STEEL 2 3 4 5 OORPORATE OfFX�. 1'--Ir -?' 3'-2' 1812 SUSCHONO NOUMN,TX 77038 281-442-•8247 PORTLAND FACILITY 214 FOMTAINI#AD ROAD f PORTLAND, TN 37148 615-325-7351 j QQ � m U � 0~� D 4 N 1 ____ .-- _�__ _ ��—.� —.-- .---_.— r � N t If I A V S'o -133 A W i- "^ U W �4- N k --.6w Sw OF NE 1� spa�P q o9Yro�� a fa A / ROOF SHEETING PLAN PANELS: 24 Oa SIL-EMERALD GREEN- LIM007E M00 ph*� STTFFlT PANELS: 26 Ga Pit-UYOOTE 300D JOB 44555 DRAWN BY: CADD iDATE: 10/7/13 jCHKD BY: DATE: SCALE: N.T.S. ROOF SHEETING DWG # E2 of ' w� I �w ftp• t 100'-V ODT-TO-OMT CF STEELF- O 4 2 3 4 5 tx - o C r n n C) N v n n m �_.... CORPOHATE OF}TCE - 1912 BUSCHONG HOLISM Tx 77039 281-412-9247 SIDEWALL ELEVATION: FRAME LINE A PORTLAND FAC9ITY 214 FOUNTAINHEAD ROAD PORTLAND,IN 37148 r�615-325-7351 � V a o � vi o i � I 1'_ 6 IW-V OUT-TO-OUT OF SMI t '-0• 5 4 3 2 23'-Z' 2r- 21'-B' 14' l'-0 pr 2s z �M S Ic Jt 0 4 Z3 cs M � m { E5 r v a SIDEWALL ELEVATION: FRAME LINED OF N6 Pi��w•�R ow a i+ w S 2 i N=s apr JJOB . 44555 DRAWN BY' CADD DATE. 10/7/13 CHKO BY' DATE: SCALE: N.T.S. SIDEWAI..L ELEVATION DWG # E3 of k '1 V' W o W U �! K O I Q. i V 1'- O 50'-D•OUT-TD-OUr OF STEEL A 1'-0• t'-d' A 50'-0•OUT-70-M OF SIM 1'-0• Z~ I C 8 B C CORPORATE OFFICE 1/8• L IS-11 13'-11 7 1'-0 1/8• 1-o 1/8" S-11 7 -W 13'-11 7 1'-0 1/8' 1912 BUsgiONG 1 Q3• 3'�12 QS' J"�, HOUSTON. 281-442-8247 PORTLAND FACLITY 4 f 214 FOUNTAINHEAD ROAD PORTLAND,IN 37148 G _ G C _ C 615-525-7551 3L ---—---- -------------- ENDWALL ELEVATION: FRAME UNE 1 ENDWALL ELEVAll0N: FRAME LINE 6 a N i a i o �M 1O1- W (!1 O � a v a of NFW elltiP���N R.ORq}O4 CP yr 4 C r v SlbN f� itx: 44555 COTAYM BY: CAM DATE: 10/7 3 CHKD BY. DATE SCAil! N.T.S. ENDWALL ELEVATION DWG # E4 of _U Q i W F-- 0 Q e W� L1' �a V)o 0 z CORPORATE OFFKE 1912 DUSOWNG HOUSTON, TX 77039 251-442-8247 PORTLAND FACIVY 1 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 GPM 815--325-7351 I m � i �8 Ga. A14 {� x A 04- 4 I 12 sn Ln •_2• 1'- QI MlflOq� I I b Y � ^ as VlJ c F— cn 16' 46'-4 13/16" - 5 ,OUT-10-617 OF SY& 1'- 01; NE BUILDING CROSS SECTION: FRAME UNE 2 & 3 c ww n W YW�O �fi0 RE st0%, I $ 44555 DRAWN BY: CADD DATE: 10/7/13 CHKD BY: DATE: SCALE: N.T.S. CKCS5 SECTION DWO # E5 o1 } jI 4 U � O W Q� � a E N� w O n- I CJ CC N OU 0 H CORPORATE OFFICE 1912 MiONG HOU CN. TX 77039 265-442-6247 PORTLAND FACll1TY GAOfiB 214 FOUNTAINHEAD ROAD PO 615-327AND.IN 31 51 -8 S 0 _ YB14 r ! 12 12 1'-2' S'-2 i 1g1,11,Gg1 .r � a 1' fi it U VJ p N M • -6 9 7/Ir 1'-B 9 18' - OUT-10-W v D A BUILDING CROSS SECTION: FRAME LINE 4 & 5 of NE 1y h JCo A W x kP tQ�P~ * 44555 DRAWN BY: CADD DATE: 10/7/13 CHwD BY: DATE: SCALE: N.T.S. -- CROSS SEC71ON 1 DWG # ES of r t/Yxi' BOLT CawN1T w ') WA i omt#" �TYP 0 GIRTT CONN) RAM cWjm COOAW w PURUN ErDYWII.GIRT oI �� o 0 4 a j oI I SIDEWNL ORT O O u evrRto w �'! r -----1 ii U a LLJ 4RIF° HOT ROLLED o L o o, O O SHEETING ip Nt° r►+Iweaaao ENDWa Cd WN ANGLE - 1 0 0 Ioff Sam= Rrrc D IDWALL OtT BASE PLAN DgWA l CrAwnC U) 1/2'xl'A307 BOLTS FM ODLT DIA AND TOE ORT cw OJDWAIL CRT KAN ELEWATWH TID RAFTER ENDIWAIL,STEEL LINE END RAFTER z (��O � ") S6 ENDWALL RAFTER TO CORNER COLUMND6 'WF'OORNER COUSIN 70 WALL GIRT E3 BASE PLATE FOR ENDWALL COLUMN RAFTER SPLICE AT SURFACE CHANGE � A5 BEARING END FRAME C6 HOT ROLLED ENDWALL Cq.UMN V� 1912A TE ON� (Au sous APE t/3'ow x 1•A HOUSTON,1X 77039 281--442-8247 FAW SAM PORTLAND FACILITY EL ORIF W AWE 21POit?LANUFOJ4TAI TNFffAO'148 ROAO (8)1/2'x OI-1 �O10C ""�w L1*'u" Assn socer 615-325-7351 E A307(JOLTS(1'fP) O LA PURLIN -2 FR Broar FR H11"Wow � e e FAI4E FlCt Werdlr Eye Nt o b. b TttIJ.� txs Ola• w ntew I Htn Nut _ `• m Nm ADDITIONAL_ �,•�•� uwTeur TOM ELM(" Web Of kmrBRAM (IF REF CROSS A307BOLTS(TW) glpyyR p� pE RN tCTli 19101 DDE,&= I H6 KIM WALL GRT TO IOQ@ FRALE CMM H9 AND BENT OR WIND COLUMN !^ EAVE STRUT TO ENDWALL RAPIER G2 ROOF PURUN TO INT FRAME RAFTER TO 9llWNG COLUMN 0 J� EAVE STRUT TO FLUSH RIGID FRAME qp CABLE BRAG 10 FRAME DETAIL (ALL BOLTS mm An 1/Y DIA x t•A70m N SIDEWALL COLUMN 0 p"40ft FOR am MY 117011WN lFD7 PI.A7! TOP mm'm,4C .bQ.IEt-UrG,4.OnxJ prOvldaw tlt! o o -•�-RAERlU11.iE eOL» Tom' :o ° 01%4"FOR 6= Q roet CP TOP Prrltn.all erhm'mewivl p, i"Olt std hresisrr M lay ng NmUtere. .G O a L 6n 0=Avult 1441 TFOtYi :O O --MfN'IDIATE OOLM o a a�~K �!^O4T1OM OOLT6,on am °4FF.Aup Ulm fata f 7) X a O S - vow"FOR elre. O O ,x v� BOLTS - aelYt TFIr JFK{J!D 80TTCT1--._ OOTTOfl OOi_fl7`see CLIP EXTBdBtCIV CW a earn E b O O �'- am•y0T mOL?r.ii+LVfaAR BASE LATE oulddx Dorn CPnCNAL.AT TOP x BOTrort FLAHalI oRauer;FOR etze TS Taw 6 r oTa YER► « to — as INtiar bv4u ouS PLAN ELEVATION P" T'ED END PLATE CONf4ECTION BOLTS FR DRAFTER TO AT 13UILDO-4 MARC COLUMN CONNECTION ANCHOR BOLTS @r0L M,qX R2 AT SIDEWALL COLUMN el cTtDN tHRU Pur�IN Ex11�rsION 1MTIt bA#It � � R�commretdeod GdwernLlo+t of 14 A• MOM «t moms, x'Isr mw+r r 4P P`p1 A.DRQ O CsrOM Mr pert.rrs r,corre fe,erens .rearsews 99�oT holm h fwem of pwlYr to etruawous drVtrw i W ow nwbsr.My +swr a GA etwresw mM.rer *VN WA1 losdev shish 7n kmkdwi to 4v perlM dn1V 10 d We to be 4tu0 Md bg c4nwp&ton dlratclly to Yr Orb only w et � rr F IIA d 11c�dTnaeticaf,e -luamtF: �� �a Rsi,Cve r.hast LI pArar"3.11 Q 10� wr+rnw r+w.rAsw s rx. 44555 DRAWN BY: CADD rusts T�� w Allow Cb "LOW eraewe: ' DATE: 10/7/13 wesser. ewssr• _ ( WT ) SECTOF ENDWALL(OTT TO RAFTER IOPI _--- CHKD 8Y: J �� DATE: (ALL BOLTS SNOW!Aid 1/2'x 1'A307) CLAMP ' It kAA.LAO SCALE N_T.S. BOLT nw drown m Fbnys C-Cklr{>tO roc o Connsetim t7+rough the Gansetwn Througt*4 DETAIL DRAWINGS u,.�,...n n.. .,,.,.•ww, ae� An soupt4bN ootxretlon fW to rot not aoesptabiat -- 1T1 wr+n ""C�.BPHQD104t@,Y:� f pWG 5T7 o ,� *.lYeyouir feb rI*�* AUrehtoE.wEWtVAkid P&A sh ••�`f�`= I Cwk/ fanl U Ea Badbn•t"lterEwp �RwbxYlACslr �p Pop LLLL...... g� g� 2' � (QrIG l tao�s 6d�0afp� 4• W Pr Par — -- JO I NI (MW krmO El61M'A7 Alb'AA Cater i torr'�Lam% ¢ r II 8�arard°Y MOrd ttr ° NlvCbwa - - f p (D llNd�baw Pk PINI yy-- T"a" PI d i i bl _� -- T Wit T��,TI�IW , I Claus W o PMINIRoofF" 0 i W arap ptvd II •_-----� I 61lidbcnu k __ N"row °PACOW w Ai•rfeetd o Pari 6ECTION "AN cps Pw, M Z:+Pr LAE `fes CIO PM; Thaerl Baa: CIO I Eer ap 1)rtetl TfMYll�od� cORi'ORATE omicE SYK ADL 1912 BUSCWNC f�E1Ndi DdO HOUSTON,TX 776.18 I 1 ETMi1 Hta 1 281^442-8247 pBR EoflUt�lar I PORTLAr4D FAMJTY 4 r N EJUL•ti'A CrAe214 fOI,EaTAINNE 3 ROAD 11 ECT ION at GUtt,R 07RAP f-^P CONDITION PORTW D,TN 37148 615-32fi-7351 1 L-OW EA v �2 t!4N �1i7N ��vE GuttER PEAK CONDITION AT RQ9 CAP11 i tz LOW PROFILE ODGE VENT p1d'glsr91h 7 MS.LWO TWROAT SiZE (DETES"tiNED BY ROOF PITCH) PITCW TiWAT Sla PITC44 THROAT SIZE b �i ri 4nox T�r� I 11 � IrCMcaw ft � 1:12 64" i:i2 41" Al e�r 1:12 R�o1 Eaaw k I**PNrI aq fartrua f�nrl fioef BQa�k Aoiw uAcaft Part '�i{o1c TPAcaw 3:11 5s" 9:12 3" °o°e°s.e°o.°o° v°a°o °o°o°o°o°o°o°o°°° a e°a•.°e°e•°e °e°o•e°°. •.°°s°e•.° 1 7_____ - 4.12 54{ 1+ :12 2V qod✓Ee: x -`----�t�li6ai 1fseW tlbdt C!p!7- never{Elude A CaAr 511 d1" 11:12 2V r7 ° P.iea°e°d°'Fawa K wma ftO "de�:ewl V9=^ 6.12 4111 12:12 ilra lrlr cefio] R""W PJM Frit 11rr 40 filar Tri,M 1 SpFRT bETA� �L (I�{h 9hastad W1sIIJ NIeN Farr► uhu Ecnw At Ir 00 C49w �AAroficmw Ae R'A �'A" Fwd Al lag GI Part r mgld---` - --- - -----wd cu L%0FParr U Recd 1'k 1'TO BredTwo Trpr 2 ap Eawe Y*0" ' �� pUliEr111eP1we1 k�� flr+Eperetf1C111 "'' '" E --- c�ItION BEGINNING RAKE C iTION TERMINA]ION RAKE f� INSTALLATION o�r�af� � �' � 5m� E R C L(P f CANON') c ANON'j � U ,...�---ela¢cTORPIOTe, t3 � r F#iU GIT U°ptfi PAPffL RlD !OM rea*&*rMa-LAA Root'3ystam"does not r"k*6 6"at at"Punkt. OF RUT I•APa. 1:R"b M � HCOIE.H iNELD CUT APO am LMT ItANCffPfAR'FiORTz T ew NOMI S.D ��0,� &&W Peer IYTdh twlaurr P1neI Nldih �l ILATION p 4 NOT 54-0A = w rCAcaw i�� 7 � iTekpjiterrrt C�AG�alrk 5Y.`7tGt l y w a0MMrA eext�Prrrt -irnGrlkri'rMlme Oft Cd" NOTES: ago r� }0�*bre �e -_______.._ ,ore Precision Balled Standingg Seam Pan®ts Elased On A CIOnaom thrrrfHod� AE x 16" Coverage. in Order Por Thhls Roof S stem DR WH eY: CADD V-0 ACwIt f-' yy ffo Mo ft °""k ' To Work Pr erl , It Is Imperative To +4old The 1h" DATE: 10/7/13 ✓ f q! Fvb/Md Fsvr Ewe P"rp�Ad&w Ewt � � y p WFakrlii09 i , , p nt,rn,gr 1lrhrmelEtm Panel Module. 1.1-,S.A. Will Not Tales Any Responsibiilty For CHKD BY: i Any Shortages incurred l9 sn Improper Panel Module Spacing. EtNdiAaacr kW m EUld�fiare 2.)It is the owners responslbi lty to ensure Ice and/or ow Is DATE: AV04cl 1. ArACd" removed to avoid a build-up on the roof. This could cause SCALE: N.T.S. I the gutter(s) to pull away from the bullding. Iw eyt.�tbc By uau-� ? 111 �-urs eynar at�lBy usu ij 3JPlease reference USA Supreme-Lok Erection Manual that DETAIL Druvnrocs ti` BEGINNING RAKE CONDITION TERMINATION RAKE CONDITION ships with roof panel. DWG it ST2 of 1 �N&-Ar� I rG j...3 Oc RAKE AM u.�,t4- 1 i URLIN LMANTI ROLL QIP•3 RAkEMac- � LANii DOLL CN i' p CIA T+ PUR LIN BBRAC.E •rFA4'Er� NIfsN SIDEEAYE aRAcE (PL EERtE�7e mwt ceps sr EA — y�STRIiT Molt,We cart PAWS s1W r An"PIM"LN8 � !, 6ECTION HA11-HAU SECTION li8ii_i; al CORPORATE OFFICE SEGTiON ,IJH„11JIi f-! 1912 BUSCHOW ` _EAVE t RAKE JUNCTION HOUSTON, - � -_!___...£A1�E sTAur � EA1�sTleur CL#i 251-442-8247 R� p [FOR t�H rLOAT OR NIGH FD D ROOF ONLY) ---.------ -- - ....., - II --- PORTLAND FACILITY 214 FOUNTAINHEAD ROAD o 1 PORTLAND, TN 37148 EAVE BRAE 815-325 T351 NAW BRACE ' n� K46CHIRY U41ILL AHOY E ATTACf�71d 14 AN =IIAVIF BRACE ANG" 4 PMAi F4yAt MAIM&ANGXV It1N � KW ANGLE lU Maim ICM, c k s� ANTI ROLL ^-� t ��+-r t n- _ •• 4!?t r GIM 'A J" SECTION + y� /� 11 i''" " a ?IOIAL 6TNIlT J�Vi IyN IfFII_II N c E © r; .•:. 5EG F I ON C C uIN MI etlpelre scram Pule sN � I 1 �ANICWM BY U6A)- � ANTI ROLL BLOC+C KIB TO MASONRY WALL SECTION � ANTI ROLL � TM A` 'J' 2 i • BLOCK CONNECTION I°1 N BRACE ANGI E ANTI ROL1 TO 10" OR 12" PURL IN AT NRAR 81{a CLIP tk 1r 1t '* tlr �Ntr70F rRAr'BiG,PLAN 4"X Ip GWTS a Purlin Brace Angie Erection Sequence �} PLiRLIN DRAM AWAZ"M PAR 61170l (I)Altaqh Eve I€n Brace ec ton I a To ach Save Strut eract� Eave Struts. (See 3 A i Erection Drawing "Roof gaming Pia ' For Spacing. --� _—� — ANTI ROLL CLIP DETAIL � (2)Attach et Peak Purli ea GBracTo Peak Purlim As Shown we sDecTscN ->:° —""'�� u it �cAT ANTI-RCU BLOW o � ion (3) Install Purlin Bracee ArAle Gloat To Endframe And " SECTION Eu- EIn Between The Peak PU71M And The First PurIln Downhill. SECTION 111„111_111„II OF Nem (Reef. "Brace M19 Do Nat Bend Tabs O)ew Install NOXI A.0 0 Purlin Brach Able 5'-C Into Building,And Between The Peak Purlin And The First Perlin Downhill.(Ref. "'Brace 0211) o N rSeect#aIn 'pc)Be Secured Notel Bond TBeildir►g The tabs Over. PUIiN us ANTI ROLL '1 InstAllbg COW l m I Il i t�x s;L s�aTs �'om s`E, 1U�'p4 fUr83'NBERBCfd~1i1 44558 (4)(Install Brace 03 Ni +i4 If Required)Uslrtg The Same '�>s4D—_ T � , Sequence As Braces h 4 02. DR WN BY: CAW (5) Instal! Brace 05, %,eetc, in The Sams Sequence All DATE! 10/7/13 The L%To The Eave PwIIiT Space WNCt PURLIN BRACE ICHKD BY: PIMN jMIJ ANGLE LECs OWR Loose CLIP- (W Install Eave Purlin Braces Into Pi rl#n Slots And Bend Over, A40 ATTACH 9 crec-CLbz Rv PURLIN DATE-. CRAM (Attadviont Of Ptirlin Braces To Eave Strut MA y Be Delayed cmnawvRSCREW ,d�►}-,A„E SCALE; N.F.S. Until Bidwell Sheet#nq Is Attached, If D fired Z«�r May Be Done At 7YtIs Time.)Sttdlghten And Al�llcqn ave strut c�ECTIOi,� 11C"_iiCN And AttaGl!F'1,rltn Brace Angle UJ/(2)T'�arbor Screws. DETAIL DRAWNGS 5ECTION nT-tiii �•/�`I IID DWG # S73 01 1 i O uw a I.- LJ � o 1 100'-O'OUT-TO-OUT OF STEEL. 8 U V Cl- 4 l4 5 — j 2S-2* ' CORPORATE OFFICE l 1912 BUSCHONG HOUSTON, TX 77039 A 281-442-8247 we ME* X- PORTLAND FACrUTY l D p 214 f"TANIHEAD ROAD I HA A N PORTLAND, 15-2661735511 l W A o i D He 8H a f 4 ik ~ � A X 3t e He B H B HA 0 E A H �n A WM-Cd" w_ A m O z z y — — — — i. iia. �7F-g NOTE' 1 2 3 4 -' ANaiDR ear Pria;Ecnal Is FROM THE TOP of CtNCREIE. COLUMN LOCATION PLAN o w NoiE Anchor belt 1=,N to be delenmined by the c,�etarnsr. VOTE AN Bahhe Plain O 100'-0'(UK) 'o Embedment length of baits all vary bmd on** 8 foundationdanigo ahslbO 11>e the raspHof the customer to ddatnine ft proper Pow bolt anb 6wil[WOO. Ref.Gaged Note#2 of two drodngs. OF WE lV Y M Mcl�or Bolts an supplied by U.S.A. 4 R.p O Lustana mud graih r*&W 1-0 to<154 Qp�N`. .4'11 'P. The Aft shown an this drawing locate the Anchor Bolts = h W In reference to the Building Steal Line. • Z e ®United Structures of America is responsible far the design of the anchor u�o ♦; bait to permit the transfer of faces Wells h the base plate and the anchor bolt in shear, bearing, and tension, but Is not responsible for the "E SICK*r ! transfer of anchor bolt faces to the concrete or the adspuocy of the J 44555 anchor bolt In relation to the concrete. Unless otherwise provided in the Order DcOwnents, United Structures of America does not design and Is not responsible for the design, material, DRAWN BY: CADD and construction of the foundation or foundation embedments. The End Use Customer should assure himself that adequate provisions are made DAIS: 10/7/013 in the foundation design for bads imposed by column reactions of the CHKD BY: buliding, other imposed leads, and bearing capacity of the sod and ANCHOR BOLT DETAIL DIA. OTY,!OWT IEHOTN T Pitad other conditions of the building site. T T t/Y BY US.A: t t r 1' DATE: It is recommended that the anchorage and foundation of the buildingbe designed by a Reglster6d Professional Engineer experienced in the rA�to1 3X BY U.S.A. t r SCALE: N.T.S. design o€ such structures. s qpT IASAa }/4BY U.&A. r!'(p is S/4'aN 7/e' BY U.S.A. r T ®Bottom of oil Bose Noise are at the some elevation. (UNLESS NOTED) 1 a 0n a/4 DIA` By u,SA ANCHOR BOLT PIAN eaS4,G�6T t/ BY U.S.A. $® NOTE: SHEAR ANGLES AND/OR ANCHOR DWG M Ft of 3 TIES ARE; NOT FURNISHED BY U.S.A. ANGkOR BOLLS N0T BY U.S.A, t eY"I' 4' 4' :f NOTES F REACTIONS ENDWALL COLUMN: BAN WIJIIN REAC=S(k) FRAME LINE& 2 3 4 S 1.ALL LOAONO CONORONS ARE EXAMINED AND ONLY MAX9AM/18NMYUY H OR Mod Yid Wad Nod Mind Mend Ind VMd n n V AND TLE C ONDINO H OR V ARE REPORTED. Free Cd Dart Carat Urs Seer Lent il4�tl vwt Poght2 Harz Suet Lang) Lana2 Yr ti'.- M.UNN LINE w� Line Lkx Vert Vert wt Yrrl Vert Vert Vert Vat Hors Hors Yarf Vrf 1- 2.POSITIVE REACTIONS ARE AS SHOWN IN THE SKETCH.FOUNDATION LOADS NNE IN 0 0.4 0.2 1.4 1.1 -2.6 -2,3 -2.5 -23 -1.0 1.2 -1,5 _OA OPPOSITE OFECTMTNS 1 C 0.S 0.6 4.1 28 -6.1 -3.9 -&1 -3.9 -3.1 3.3 -4.6 -27 4 H- 1 B 0.8 0.8 4,1 2.8 -34 -&i -59 -6.1 -11 3.3 -48 -2.7 3.BRACING REXTIONS ARE IN THE PLANE OF THE BRACE NTH THE H PONTNG 1 A 0.4 0.2 1.4 1,1 -2.3 -26 -23 -25 -1A 1.2 -115 -0.9 ¢ AWAY FROM THE BRACED BAY.THE VERTICAL REACTIOB IS DOiNWARD. Sok Sob 4] s 4,BRACING REACRONS ARE NOT WOMBED 1ETH THE MAIN MANE OR EIMALL Frm Cd Lott RIOE1UB-%-L- Elgo_1.j- -LYANDIJ--- -LW4DU-- -LWN02--- � o BASIC COLUMN REACTIONS DISPLAYED ON THIS DRAWING, Line Line Vert Vat Hare Vert Han Vat Hat wrt Harz Vert Hort Vert ct_ 1D 00 0.0 0.0 0.7 U 0.1 0.0 -0.7 OA O.0 0.0 -0.7 5,FOR Pl. S OF FOUNDARON DESIGN AND ANCHOR BOLT/ANCHOR ROD 1 C 010 a0 0.0 3,5 OA 1.4 0.0 -a4 OA 0.1 0.0 -0.4 CC T3MeEDM THE BRACM REACTIONS HAVE BEEN ONOAI ED 11117H TLE 1 B a00.0 0.0 1.4 0.0 3.5 0.0 0.1 OA -a40.0 0.1 O MAXIINUM R>`it jKS DISPLAYED ON THIS DRANK i A O.D OA 0.0 0.1 0.0 0.7 CO 0.0 0.0 -0.7 0.0 0.0 U 6, FRAYS,L0NGR 11DOW)LINO AND SE&W LOAD CASES ARE LISTED AS Fm Cal -LNMND2.R-- LnW101, UWrM12"AM Sekln'RESPECTIVELY. List the Hort Vat 7. THE METAL tMRDRNG DESIGN AND ANCIM RO)SIZING HAV£CONSIVgED 1 C 0.0D. 0..0 0.1 -H+ H WAN R eACT1011S IN COIBNA71ON NTH OTHER APPUOARI.£LOAD CASES 1 D 0.0 -0.4 } L BUM940 REAMS ALE BASFJI ON THE FOLLOSIN BUILDING DATA: 1 A 0.0 -0.7 IV �V CORPORATE OFFICE J 50 Sdnd and Wind Nnd Mord Now Mrd Mfid 1912 9USCHONO H Rk 100 /11.73 Fnn Cd Dead Coot Live Snow Lehi Rlghtl LeR2 idgM2 Press Slot Wn41 Loa92 RIgD FRAME; NA%IAUY fEAC110N5 HOUSIft TX 77039 PVE SLOPE krbe/t2): 3.0:12 3.0:12 Liw We Vert Vert Vbrt Vit Vat Yat Vert Yat Hat Hat WtT 281-.442-8247 // 6 A 0.4 0.2 1.7 1.4 -3.1 -28 -51 -2a -1.0 1.2 -1.9 -1,1 DEAD LOAD: FETAL BUADIMO STR I07 MtE ONLY a B 0.9 0.8 &1 3.5 -7.3 -4.7 -7.3 -4.6 -11 3.3 -5.7 -53 Frm Cd Load Hm V LLow )W* V PORTLAND FACILITY COLLATE6 C 0.9 CA &1 3.5 -4.7 -7.3 -4,6 -7.3 -Lt 3.3 -5.7 -3.3 ROOF LIVE LOAD 20,00 pt 6 0 0.4 0.2 1,7 1.4 -23 -3.1 -28 -3.1 -1.0 1.2 -1.9 -1.1 - Une C H YTa% 10 H Vmin 214 FOUNTAINHEAD ROAD E�SNOW LOA& 1E LOAN 14 pN 2e 0 1 5.8^ 126 2 X5,8 -9.9 PORTLAND,lk 37148 win sm, 4 -33 -I3,7 815-325-7351 V Ic�(RR 1cc p FrmVuMS Cady Vat Ryi�pht E2lNB-SL L- E211NB.SIJt- -L18HIM _ND11-- -LMND11t-- LWPO21 EDNId.OSIIRE: INLLY F]1CNOSFD `M A DO OAt 0. Q! U •06 pippp p Hpp, pp,,00 2e A 3 S.8 464 1 48 126 IMPORTANCE WND 1.00 6 B 00 0.0 � ts 1.Ji 0.Q -0.0 GO 0.1 0.0 -OD 7 2A 40,8 S 33 -831 m IMPORTANCE SEISMIC: 1.00 6 C 0.0 0.0 0.0 1.0 CA 4.3 0.0 0.1 0.0 -0.5 0.0 0.1 2e Frame ba: 2 3 SEISMIC C�(FSG 80.245 a 0 0.0 a0 0.0 0.2 0.0 0.9 0.0 CA 0.O -0.9 0.0 0.0 RIGID FRAME: MAXItNltl REACTIONS frm Cd Hart .R-- Lind odLivLOW � Ym qd )HN Ymh 9.LOADNC OONDITWNS ARE Une Nile Nors Yet I Oead+CHBaterd+t" 6 A 0,0 0.0 2 0.60eadtVgr4J.dti a B OA 0.1 _ _ w 3 0.6Dced+wM_R ktl 6 C 0.0 -0.5 4 0,60ead+Whd_LayI+LIMIDI„J2E a D 0.0 -0.9 44 D 1 8,7 1&1 2 -7.5 -129 5 0.6Dead+Vad_Lo"I+LN NDI_92E a -4.2 -14,D 6 Frm Col Land iY 0,60ead-and„Lag1+LWMmt_L2E ENDWALL COLUMN: MAXIMUM REACTIONS v A 3 7.5 -129 1 -&7 t&1 8 A6DeO40111ltdl,ag+*A-Sect F� ( 1 -&7 161 S 42 -14A a 9 0,60ood+wW Peatee re +WMJ_osgt YReactimp(k)Mmh Y 4• Frame Ikea: 45 10 a60eod+Wkdleft2+Nnd_.SNktkn aa o 11 0.0Deotl+VArdltight2+MbuL9Nctlas Lino Une 10 H Vmoz D H win RIGID FRAME: BASIC COLUMN REACTIONSk) yt 12 0.0Dead+ww_Rphtl+MhdAcUan - - ( S a 10.REACTION LOADING CONDITION ABBRENADDNS ARE 1 D 1 0.0 9 0 i.2 -1.3 Lbw tFram hen Hariz- Von Hard Wrt Haiz Y6A -Snow-�He& Vert �HMz v:1 Har';z Vol CL ■DEADCOL 1 C 10 3.3 .9 9 -51 -4.1 24 D u 1.8 0.8 1.4 a2 9.4 3,6 &A -&4 -11.0 -2.3 -8.1 LL .UVF 1 0.0 65 10 53 -NLS 2e A -0.9 1,9 -48 1.4 -51 9.4 -3b 6.8 23 -8.7 8,4 -11.0 SL �� � 1 B 11 3.3 -6.5 9 -51 -4.1 Frame Colw m --Wnd1eR2- -and R' 42- --NndJ engl- -Sdsmla,leR SawwniaJflot DrKSHM 1 0.0 5S 11 3.3 _u Line Line Hark Vert Haiz Yat Hain Hart Noriz Vert Ha1z Vert Hare Vert Skdo SLIDING SNOW 1 A 12 1.2 -23 9 -1.0 -L3 2' D -5.1 -6.7 -1.1 -4.4 -3.8 -10.4 -2.5 -&i -0.2 -0.1 0.2 al &I .MND 1 LEFT (MTB POSTRE INTERNAL P 6,+ 1 0.0 1.9 12 1.2 -23 2r A 1.1 -4.4 5.1 -6.7 58 -10.4 2.6 -&1 -0.3 at 0.3 -0.1 IM. .WIND t UEFr (WITH OSITWCAVe INTERNAL PESS RE. 1) Fraam Column La1D1J2E- L%NDi_.RX- LMND2J:2E- LWMD2Jt2E- FItNBSL_L- FI NNB-%-R- rn m Ml2 .MND 2 LEFT {pl'IH PQSIfiE INTERNAL + a A 8 1.2 -29 9 •-tA -i.a � NR2 =MND 2 RIGHT ( 1N NEGATIVE NiFRFIAL� + t a0 23 D 1.2 -29 Une Une Horh Vat Horst Vat Halt Vert Holz Vkrl Manz Mart Fbrie Vat laaNDI =LONGFRM)NAL WHO,CASE 1 6 B 10 53 -73 9 -51 -0. &1 3. -S,1 P D 0.0 -1.5 -0.4 -0.3 00 -1.5 -0.4 3 3.1 1 3.7 $ 111102 =LONGIMI NAL UK CASE 2 1 0.0 &B 10 3.3 -7,9 2• A 0.4 -0.3 0.O -1.5 0.4 -0.3 0.0 -15 -Sf 3.7 -3.1 &1 MS =WIND SUCTION 6 C 11 53 -7.9 9 -3.1 -5.1 Frame Cdumn _----Dood----CakaGrd- ----Uw--------Snar---Ind-Lefii- tl- C S�nld. .SASMIC LEFT 1 0.0 6.8 11 33 -7.9 Sdw" SETS"PoQNT 6 0 12 1.2 -2.9 9 -1.0 ••1.6 Line Une Hoa Vert Bah Vert Harit Yat Hath Val Bah Yat Ho4.2 a. 11. ti „ LnS*** d LONGTLIMM SEISMIC 1 0.0 23 12 1.2 -2.9 M A 11 2.2 10 1 8 -6.6 120 -*6 8.a &0 -11 80..2 -14.2 to R m a LnMN01J1E IANGITUDINAI.MIVD,CASE 1.MIND LEFT EDGE ZONE 2E 1.4001Jt2£-LONGITUDINAL MND.CASE 1,ND RIGHT MCE ZONE 2E WIND COLUMN REACTIONS Frame Cdwm --NndJ-efl2 and�g�t2- WhdJa+g2 - SeurioJtl�l '$= LL LnaND2J3E.UONOIRDNAL WIND.CAS:2.NND LEFT EDGE ZONE 3E Lir Una Hain wt Horiz Yert Hoa fVer 1 Hoch Yert Hat �� Hoa Vert tR v cY m -9 9_. Ld&D2J13E-LO401TUD94AL 00.CASE 2,MND RICKY OW ZONE 3E M D -8.5 -&7 -1.4 -5.7 4.9 -13,4 -33 -7.9 -0.3 -0.1 G.3 0.1 E ATJl• =ENDYWYl PATTElON UYE 46 A 1.4 -5,7 6.5 -&7 4.9 -154 3.3 -7.9 -0.3 0.1 0.3 -0.1 EIFATSL• m DMALL PATTERN SNOW From Cokwm LWUt-IZ- LMNDIJN2E- LYArD212E- LWNM-R2E- F21NB_S-L- F7JI18SLJt- , E#-ENDYALL NUMBER Y Line Lbo Hares Vert Hariz Vert Horiz Vat HoAz Vat Nora Vat Hera Vert 1 -LCFT ENDMUd.I M 0 0.0 -1A -0.5 -0.3 0.0 -1.9 -0.S -0.3 3.9 7.9 3.9 4.7 � 2-PoGIT ENDMUdJ ! 46 A 0.5 -0.3 0.0 -1.9 0.5 -0.3 0.0 -IA -59 4.7 -3.9 7.9 •-AU)iUARY LOAD ID f AT1L• =RIGA FRAME PATTERN LIVE P Frame Ines 2 3 of NE FjPAT.SL• _f�FRAME OD FRPATIM AMED SNOW V+H;V 4' Frame times 4 S - N��N R O Yt3 r-NOd.IARY LOAD ID f ReacNms e� ES�II -9" -ENOWALL UNBALANCED SNOW LEFT lac Une lair R/l Load_M1 () mom J t EO ROD N&M-AO SNOW RIGHT FSSas��tl =RIOD FRAME II AANNCEO SIDW RIFT F-5W A 2 R and 4,0 43.1 F Jt =RI6D FRAME tMBAtANMED SNOW PoGNT seismic 1.2 13.3 b F#MANEA+ -CRAM LOADIW.SNOLE CRANE Roy *k2 A*-CRANE LOAD CASE FCA t{JdAhlo JCV 44555 BUILDING BRACING REACTIONS DUVIN BY: C.ADD _ f ReoeNan Pan(eIl-Shear DATE: 10/7/13 Lac Lia Lime Harz *1Nod T Harz Ind�l� CHKD BY: A CA W Calumn h 9 0.3 a2 u DATE: RIM Wall 6 B.0 1.8 1.1 0.3 0.2 SCALE: N.T.S. a-" 0 3,2 4.0 2,9 1.2 0.9 ANCHOR BOLT REACTIONS DYVG #F2 of • Db■.5 � Dio■5/ Oicr t' � Dta■3/4 Dia■is - SWG4J fK' 0 10 --I _ Tt— fi010 010 li Oio Stm Lao¢ I ]-i O1 0 0 10 4"O O O O p p I __i__ 9' .• fMl U, SW sw 8 4" U 1=GTION "A" 'z r' DETAIL A# I DETAIL C IDETAIL 0 IDETAIL E I -- CORFURATE OFFICE 11 1912 WSCHOHO HOUSTON.TX 77039 281-442.8247 PORTLAND FACU I Y 214 FOIAITAINWEAD ROAD g PORTLAND. IN 37148 615-325-7351 o cn I p ,y � a 4 � y � m I r � c� r -a CYb J.v U H N O U Q, OF Ne QR�t,F''P¢ a w my w o � v R6 SAN* p 44555 DRAWN BY. CADD DATE: 10/7/13 CHKD BY-. DATE: SCALE: N.T.S. ANCHOR BOLT DETAILS DWG �F3 of 3 \ 9 51TE PLAN B65Ep SITE 061,.6: _ �; iv WELLS ROAD ON SURLY BY: SGTM No.: 1000-125-I04-24.23 m F��ao 8 m c YOUNG 8 YOUNG LAND SURVEYORS �, oy SITE AREA: 6138732.00 SQ.FT. (154.1 AGRES) O 05TRANDER AVENUE ZONE: A-G (AGRICULTURAL CONSERVATION) t z q m VERHEAD, NEW YORK IICIOI (51 ) -72'7-2503U5E: REG SIDENCE AND OLF COURSE NO SURFACE WATERS WITHIN $ GWMZ: IY + ,ti r' N IU p v n C, 0 300 FEET OF PROPERTY LINE WATER SUPPLY: PUBLIC ',rI � � - m DATUM: NOVO (M5L Icl2q) WELL5 WITHIN 150 FEET - Q NO EXISTING BUILDING AREA Iq,3g4.00 SQ.FT. -' OF PROPERTY LINE o WITHIN ZONE (A-G)= Z 2.84% LOT COVERAGE _ WORK U- BREY AVENUE _ •°�� z S PROPOSED BUILDING - 24,394.00 SQ.FT. - -� AREA WITHIN ZONE (A-C): { 3.5'196 LOT COVERAGE W � S � ' 'gw p . ; - N N TEST HOLE DATA ry r STONE:r AWW �, - ON. �- �� .� A ° A w o 0 5ANITARY YEILD GALUL.ATION5 BA5ED _ >L w A5 PERFORMED BY J a " w z Q - - '� 518°4240"E 245.02' N (LAND THAT WILL NOT BE USED FOR AGRICULTURE,GOLF COURSE OR YOUrw 4 Your T TM�#' > � > LESE, Lu u r Ln LQ- x Aj 1r' ` ' W � > LU RETAILO �� LL LLLLLLLLLL LLLL RECREATIONAL TURF AND WETLANDS OR WATER SURFACES) ON.ULY IS 2001 •• C SID°40'60"E (-Ijy o'�u"� L LLLLLLLLLLL LLLL O, LOOAT I Oil MAP i O 4 � p N 7 ��g L3 ^' N " � - ww cJ13a 0 SID°31'50"E b60.41' L M L LLLLLLLLLL LLLL _ EL.34.9' _ LLLL (� LLLLLL 4,550"E ^ LLLLLLLLLLLL LLLL _ r LLL 'CL'L�- =�LL,L LLLL LLLLLLLLLL SI2°34'DDN LLLLLLLLLLLLLL LLLL " 0.Wj' LLL LLLLLLLLLLLLL Ll•.LLLL L�L�LL•I_tLCr•Li•LIaLLL' ' ' ' ' LLLL �L,LL,LL�LL�LLLLLLLLLL E LL•LLLLLLLLLLLLLLLLLL AREA (NITROGEN FREE/WATER FREE AREAS) = . NOT TO GALE -. LLL LLLLLLLLLLLLL LIT LLLL 773.42 L�LLLLLLLLLLL LLLLLLLLLLLLLLL-C LLLLL-LZZLULL•LLT tLrtLLLLLL LLLLLLLLLLLLLLLLLLL , O USE:STONE l LLL LLLLLLLLLLLLL - LITLLLLL L L EL.339 LOAM(OU O O O O O O N OC NASO:5TOW 4 LLL LLLLLLL LLLL LI•Li.LLLLLLL IJLLLLLL_LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LL LL-LL LLLLLLLLLLLLLL LLLL �, 511E AREA - (PRIMARY PLAY AREA + NON-PLAY GREEN SPACE + -IA' MJ\n• .ei LLLLLLLLLLLLLLLL LLL• LLL LLLL.IL�LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL_LLLtLyL-LLLLLLLLLLLLL LLL •� PROM CLAYEY `� pQp'rp�V� LLLLLLLLLLLLLLLL LLLL LLLLLLLL . . . . . . . . . LLLL I LL ��N� + 'LR �) EL.3Lq' \ ° LLLLLLLLLLLLLLL LLL L . . . .. LOAM COLI . LLL LLLLLLLLLLLL LL AREA NITROGEN FREE) = 3.0 _ LU LLLLLLLL LLLLLLL O " " ' -f V LLL LLLLLLLLL OO 0 OQ LLLL LLLLLLLL LL 6,138,132.00 5F. - (4p2g,300.00 S.F. + 215,502.36 S.F. t2b,241.g4 LLLL USE:RETAIL LLL LLLLLLLLL ' Q/ 0 LLLL LLL LLLLLLL - L �L LLL LLL p OO.p © LLLL . . . . . . . . . . . . . . L AREA NIT W12.10 ROGEN •FFREEJ - 0 L LLL LLL LLLL - . . . . . . . . . . .. . L 6138132.00 5F. - 4,38�i 956."10 S.F. '� ' Z LLLL- LLL LLL LL NO WELL5 WITHIN 150 = : : SuffdllcCoun • LLLIrLLL LLLLL! },� ,,1 USE:RETAIL LLL LLL . . . . . . . LL PALE BFOOY�7 '• �7 Ment Of Health SC'rVjCeS -L LL LLL ,�'.' LL OF PROPERTY U.O.N. AREA NITROGEN FREE/WATER FREE) = 2 48,115.1 SF. (53."13 AG) FINE TO Approval frit Construction-Other Than Single Family I Q LLLLL - LLL L Reference N LLLL EXISTING NATIVE AREA L 0 LLL Ex,2"WTR NO 5URFAGE WATER . . . . . . . . . . LLLLLLL g No,_L10` ]- �0 I S Design Flow_2S .lfd ; �� � /{ G 1 I LL LLL OR WETLANDS, TYP.1 . . . . LLLL I••v L. DRAINAGE .. } �.h LLL L ® DRAINAGE . . LLLL N Use(s) V T"T't 2 �-I o rq Q D i II%' DJ U LLLL ��/�Q� LLL . . . . . . . . . . LLL These plans have been reviewed for general conformance with Suffolk USE:LAR AASH LL OVERFLOW ER LOW LLLLLLLLLLL � . . . . . . . . . . . . . p I LLLL LLL 516°25'10°E g iI 935,78 County Department of health Services standards,relating Q LLLLLLLLLL LLLLLLLL LLL = p�� ' LLL L LL LL g t0 Water supply ; I LL , AIV-/"\ LLLLLLLLL LL LLLLLLLLLLL m� LLL L R=90,00 LLLLL _ LLLL LLLLL'LZL-� L LCL L LLLLLLLLLttLLL.wLLLIlL4L�L LLLLLLL -I1.O' ofd sewage disposal. Regardless of any omissions,inconsistences or lack r ,L•�.a LLLLL LLLL 219.50' . . . . . LLLL . . . . . . LLLL . LLLLLLLLL• _ J� �E.•IiYLI1L L LLLLL LLLLLLLLLLLL G(L LLLLLLLL LLLI_'�_LLLLLLLLLL LLLLL EL•• 179 ,.tt,�,, L- , X LLLL LLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL'_LLLLLLLLLLLLLLL LLL LLLL detail,Construction is required to be in accordance with the attache ' LLLL LLLLLLLLLLLLLL `+�-�W.•L.L.LS.I Jclr' NO KATM L W LLL LLLLLLLLLLLLL LLLLLLLLLLi LLLL 9• RED hDe aep n hid aap}�li��istandards unless speeificall Wa1Wed LLLLLLIt wm USE np A ISI Ar•E LLL . . LLLLLLLLLLLL LLLLLLLLL - `, p y YIV-\IV'Vl7 c )3Pro expires 3 years from the approval Fate,' NI °53'40"W 237b2 LLLLLLL LL LLLL unless extended or renewed. ;^ RE51iTIAL O� OVERFLOW LLLL ,� ^_r 4 RAF? 2 O 2013 U55 r-� " AI L=25Ab' . LLLLLLA . . . . . . . . . . . . . . . . . . . . LLLL �y r Z NA°53'40"W LLLLLL . . . . . . . . . . LLLL LLL - RE5IDENTIAI w 22 .12 LLLLLLL : : . . : LL - ��.�•1� �(, LLLLLLLL -� • LLLLLL LLLLLLLLLLL LL �'4pprovalDate ' eV1eWe O R�25A0 X? LLLLLL T. U LLLLL C^ LLLLLLLLL LL ' R=25.00 `S LLL ^°�� 30 + + L LLLLLLLLLLL L o w L=301^23' U. I + + + LLLL LL LLLLLLL L ..w«►-.n .�. • L=26.34' l + + LLLLLss R=.00.00' R + + + • < 1 = + + + LLLL LLLLLL LLLLLLLLLLLL L - 2 L=3 LL LLLLL LLLLLLLLLLLLLLLLLLL VACANT L=174,06' LLLL y ++++, LLLLLL LLLLLLLLLLLLLLLLLLL 2S g . + LLLLLL LLLLLLLLL LLLLLLLL LLL .. FRONT YARDGn1 M L ++ + + + LLLLLLLLLLL LLLLL.LLLLLLLLLLLLL LLL�, N SETBACK 60-0 L LLLLLLLLL LLLLLLLLLLLLLLLL ' ' LL O +t++++ . . . t. 6� LLLLLLLLL _LLLLLLLLLLLLLL LL i i LLLLLLLL LLLLLLLLLLLLLLLL LL � • J LLL m + +T�++ LLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL ' LLL o� B LLLLL LLLLLLLLLLLLLLL O - LLL LL LLLLLLLLLLLLLL \\ L • LLLLLLLLLLL L rr RI LLL S� LLLLLLLLL L - LLL 60 " " LLLLLLLLL }� L . . . . . . . . . . . . . . . . . LL .3' . . . . . . LLLLLLLL ""4.... . . LL (m� X LLLLL..'.'. LLL W `3•'X .•. LLLLLLLL LL • tel! L LLL + + + + LLLLLLL �S d Vi EXISTING . . . . . . . . L- LLL . . . . . . . . . . . . . ..'. . . LLLLLL AIRRIGATION® LL lCL L . . - + +++ LLLLLLLLXLLT- LLL-JL LL�• �+ LLL LLL Z OUT PARG�L OF 'LAUREL LINKS' ++++++ . . . . . . . . . . . LLLLLLLLL L Q/ • pWpE,n�LL NO.I LLLLLLL-LL +9 + + + + LLLL _ LLLLLLLLLL L \rnvT FOR LLLLLL + + + + + + + + LLLLLLLLLL LLLLLLLLLL LL L LLLLLLLLLL LOTS ROADS AND OPEN $PAGE + + + + . . . . . LLLLLLLLLLLLLLLLL L N POTABLE U5E1 LLLL AREA ++ ++++++++ _ + + + - LLLLLLLLLLLLLLLLLLLLLL LLLL L + + + + AREA -- 40,3574 AGRES + + + LLLLLLLLLLLLLLLLLLLLLL LL LL LLLL + + + -' + + + LLLLLLLLLLLLLLLLLLLLL LL LLLL ,+ + + + + + + + LLLLLLLLLLLLLLLLLLLLL LLL THE NYSDEG FRESHWATER 1WETLAND • U- y �" LLLLLLLL LLLLLLLLLL LLLL . . / + + + � �,�.�,�.�,�,�,� � LLLL LLLLL BOUNDARY IS EQUAL TO THE 100 SETBACK <J � LLLL + Q•+ +++++++++++ + + + LLLL LLLLL LLLL +� + / j ++ LLL �i LLL ++ ++++++++++++ �+ + . . . ` LLLL ON 517E PLAN PREPARED BY YOUNG \ �' 9�• LLL + ° + + + + + "w YOUNG,LAST REVISED FEBRUARY I,2000nn - Z' LL LLLL + + + + + + + + + LLLLLLLL LLLLL 9 AS VERIFIED BY S. LORENGE AND D. RADKE LLLLL + +- + + + + + ' '� + + �Q `/ ,,�. LLLLLL LLLLLLLLLLLLLL LLL LLLLLL N I �/Df°�5 A�1 1`O 7 ARBA '•,� LLL LLLLL + <+ + + + + �Q+ + i` LLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLL O ON N01/EMBER q 2000. 56 5 ,,... + ALL LLLLL L ��+ + + + O �ij + + LLLLL LLL + + + + + � O" m EX LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL W LLL (� LLLLLL LLLL + � + + + + _ + + + "„I�,' LLLL LLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLL LLLL 0 + �M L LLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLL LLLLL - n pp++ . . . rr Tw' • o qZ3 L LLLLL LLLL +++++++ LLL LLLLLLLLLLLLLLLLLLLLL LL W f� �rr� 111 •• ''� •'�q�� •'� NI7'35'40"W LAURELLUKS' a''7� LLLL ++ LLLL +�+++++ ° 148.79' NO SURFACE WATIERS WITHIN -! "�, 300 FEET OF PROPERTY LINE E 10510 TABLE IPENSPAGEWu L' + + 3`? th \ LLLL . . . . . . . . . . . / AREA 0.1416 AG \ + + LLLL +++++ &6 No. LLLL �j ,.Q USE;VACANT LLL �. +++ LLLLL + ++" �� VV �� No. BUILDING TYPE BI ILDIN6 USE HEIGHT I AREA �"• LLL • L NO WELLS WITHIN 150 FEET A EX.CLUBHOUSE ENO:INEER: wf EJ.cARLIN ARFA OF WORK, VFOC s LLLLL + � OF PROPERTY LINE AS 6,255 SQ.FT. AND WF.GARLIN >, 5�PARTIAL +Mf; + LLLL RIFT o\,�\0"( � LLL LL 511E PLAN LLL _ + + + L B EX.CART STORAGE STORAGE 5,Ill 50.FT. (%ft T2 + + + / ,�O Q� G EX.POOL HOUSE ASSEMBLY 1,248 SOFT. • D EX.MAINTENANCE & PUMP HOUSE STORAGE 4,204 SOFT. o� • L yaM d/1 E EX.HALFWAY HOUSE COMFORT STATION 536 50.FT. LL LLLLLLLLL _______ ____ ^BC � `N� L LLLLLLLLLLLLL ________ ____ L 1�/ /I L LLLLLLLLLLLLL __________________ F EX.SUPERINTENDENTS HOUSE RE51DENTIAL - 1,978 50.FT, ,• )', r S WIVISION OF LAUREL LINOS' L L _ ________-- _______ OPEN 5PALE PARCEL t)' 'AL-L-1 LL r LL : . . . . . . . LLLLLLLLLLLLLL ------ ---- --- LLLL LLLLLLLLLLLL - / }J' L LL ------------ - 6 PR0P05137 MAINTENAWGE ADDITION OFFIGE/STORA6E ' 5.000 SGtET. ✓a LLLL LL 520 �� 3 57 23 E------- X - AREA=1.9310 AG "A LLLL LL � •� //�/ o i o ---- 2 3 r � USE.VACANT` LL EXI5TING °`� ----qq-_ IRRIGATIONN54°39'51 W / pR FES��% WELL No.l ++ a __=-_-- NWIVINON OF LAUREL LINKS' FOR . . . \�� N3 2.29 ,--- -_______ SURFACE/AREA LEGEND: J FF 'EY T. BUTLER, P.E. GOLF LOURS hWNTENANGE PARCEL \ + + --________________ AREA 23q53 AG LLLLOTABLEU5E1 +++ ' 12' ______ . AREA OF SITE: GOLF GOUZSE MAINTAWE ( .� . . ------------- ----------- ° " 6,'138,132.00 5Q.FT. (154.1 AG) Q 13 EGIUIPMEW AND STORA6E AR&1 LLLL + Q ----------------------- 5i0b 1140E \ L ++i I I T '�,yr� ____ __ _-__-_-_-_________ - EX.2"WTR 62.10' EXISTING L L ++�+ , T + + DRAINAGE _______- 5204'40"E AREA A5 INDICATED O I� x-520 0020"E _ (n L•L + + + OVERFLOW AREA I '�° _________- / 100.31' ::) 7 LLL +++ / + + �Qsr i'`� 539°48'10"W O < `� ,,fib qb EXISTING NO WELL5 WITHIN 150' �� L ++ OF PROPERTY � '. .'. . . . . . . . 777�� I LLLL � OUT PARCEL OF 'LAUREL LINKS' ��°� LLLLLL 3260 � PRIMARY PLAY AREA l) LLLLL °9 L LLLLLLLLLLL 5201°04'40"W (q2.5 AG) L- LLLLLL R, OPEN 5PAGE AREA - . . . + . . . . . LLLLLLL LL LLLL NI9°44'40 W 265 74' LLLL /S2•`S.3', LLL LLLL O 4.029,300.00 SQ.FT. Q y LLLL SI2°30'00 / O.Og13 AGRES L=335.54' LLLLL N LLLLLLLLL • ` LLLL LLLL LLLLLLLLLLLLL EXISTING WOODED AREA W . . . . . . />/ = - LLLLLL LLLLLL = 11.7 AGRES °E . . . . \ LL LL ,\ LLLLLLLLLLLLLLLLLLLL 235.6"1 _ 230 L���aS ' LLLLLLLLLLLLL r- \\\ L 295.5f�'�✓ R-631.50' d- � �, ' ' ' ' ' ' ' ' ' , , . . . . . . . LLLL LLL _ LLLLLL LLLLLL LLLLLLLLLLLLL O Z \ f L,L_L' LLLLL - L LLLLLLLLLLLLLLLL R' LLLLLLL LLLLLLL LL LLL LLLLLLLLLLLLL (111,012.00 50. FT) - • • N O LLLL LLLLLLL LLL _LLLL LLLLLLLLLL LLLLLLL LLL LLLLLLLLL L �} t LLLL LLLLLL - - - . . . . . LLLLL LLLLL L LLLLLLLL '• L�90 AREA O 't '`� LL L LLLL LLLLL LLLLL X .. EXISTING NATIVE AR LLLLL . . . D- LL . . . . . . . . ... . . . . ... .... .. n/ LLLLL LLLL . . . . . . ., . . . . . . . . . . . . . . . . . . . . . . . . . . \ \\ 'CJ. ��c = 28.23 AGRES � O LLLL LLL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L <Y .'.'. ........ O +-_ _ CZ LVL LLLLL LLL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �` ��„ . . . . . . . . . . . . . . . . . . . . . . LLL. tel- ..,... .. .. (1,521,683.8 SQ. FTa F � Z � (u�i Q � yy '�V \ 111`- LLLL LI LLLL . . LL �� • O ` � o�INVAWI�YQ Q�Ci I LL' Lt-LLLLLLL . . • . . . . . . LL' EXISTING WATER SURFACES - «VC�IW/I IlV/IIVV L L L'�_LLLLLL . . � LLLL = I.3I ACRES Z v' . . . . LL � Q ',1 LLLLL (56,612.70 5Q. FTJ F+I Z O 800-212-4480 181 EXISTING NATIVE AREA . . . . . . . . . . . . . . . EXISTING NATIVE AREA ' LLLLLL T * * h \ . . . . . . . . . . . . . . . LLLLLLL 11 O NO SURFACE WATER LLLLL 1•� < EXISTING NATIVE AREA LLLLL OR WE TYACE P) LLLLLL EXISTING J m LL OR WETLANG::,,TYPE NO SURFACE WATER . . . . . . . . . . . . . LLLLLL '+ . + . ClLCO . . LLLLLL n/ • LL . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . � . . . . . LLLLLLL � ' + NDN-PLAY GREEN SPACE www.dignatnydi.com L LLLLLLL _ .(� 33 or L L . . . / . . . . . . . . . . . . . . ' ' LLLLL -LL (2-75,502.3(o V 1 O LL . OR WETLANDS 'I 1 PJ LLL L LLLLLL�� +`*'h`+'r`T'+' E5Q. FTS Q # O m USE: www.callal I.com HORSE FARM LLLLLL'_ ----- _ LLLLLLLLLLLLLLL LLLLLLUL LLLLLLL�� - _ EXISTING WETLANDS 0.648 ACRES for other states) _-_______- . . LLLLLL'_LLLL . . . . . . . L --'----- F LAUREL LINKS!) . . . '. ,'.' ',',',',', ,'. �.', .' LLLLLLLLLL LL LLLLLLLLLLLLL LLLLLL LLLLLLL O . LL • -.... •LIaL' ' L.LL - _ (LOCATED IN 'OUT PARCEL D L 4 LLLLLLLLL tL L � � � LL � �� -� � I LLLLL,/LLLLLLLLLLLL SIDE YARD SETBACK=?A'-0� . . . . . . . . � . . . . LLLLLLLLLLLLLLLL t LLLLLL LLLLLLL ________- LLLLLLLLLL ° , „ LL 4•LL,L,L„Ly . . ________ -„J By law,excavators and contractors working in the L LLL 33 18 NIS 201 W • , LLLLLLLLLLLLLLLL LiI LLLLLLLL LLL LLL ----- ----- five boroughs o New York City and Nassau and LLLLLLLLLLLLLLLLL LLLLLLLLL LLL LL (28241.94 SQ. FT.) LL LLLLLLLLLL LLLLL LLLLLL !L x2aa tll'10°W USE: RESIDENTIAL USE: USE: LLLLLLLLL•LTCLLLLL •• Suffolk Counties on Long Island must contact RE5IDENTIAI RESIDB�& RE5IDEMUU USE` �; USE: Nlq°44'20'W 26537' O rn n U,E, USE: USE: USE: 281361' NI9° '20"W 2"19.44' DELMAF:DR. DigNet,1X00-272-4480 Or 811,et least 48 hours 3 tr '-'ti � � T� W 1,66 �"IA• RC51D0MAL RE9MTIAL RE01501AL � `MNnA- �0MTIA'L RESIDBITIA'L VSE,RE51DB�K F EXIST. PARKING AREA 3. O but no more than 10 working days(excluding v U5E:RE51PB+rIAI. �;k;:Ip WLAL �:RESIDENTIAL � ��� �] �` � 99p34.00 SQ.FT. (2.21 AG) � z W \ ICE=RESIDEWA t -1 � CD � (�"1 weekends and legal holidays)prior to beginning V '' L•J r �'� EP any mechanized digging or excavation work to \ DELMAR DR. Q �� �� �- �- LL U5E:REIDBTIUIL RESIDENTIALIL Q ensure underground lines are marked. ` ` �►- �w,�� b Excavators and contractors can also submit -- --- ,�.DELMAR DR. LU S I r'lu L QY �. w Q locate requests online,through ITIC.If you do not currently use ITIC,please call 1-800-524-7603 ~ for more information. � � = CATCH BASIN �( = LIGHT POST QE = GAS VALVE NO 5URFAGE WATERS WITHIN Np WELL5 WITHIN 150 FEET N = MONUMENT For safety reasons,homeowners are strongly .. 300 FEET OF PROPERTY LINE OF PROPERTY LINE o �a = WATER VALVE STAKE = • encouraged to call as well when planning any = MANHOLE COVER yl;) HYDRANT type of digging on their property.Homeowners �/ Y PLAN �, = UTILITY POLE can contact us directly at 1-800-272-4480 or by " I SPEOIAL. LIUM calling 811,the national call before you dig = OVERHEAD WIRES number.For excavation work completed on 's RB responsibility-NOT the homeowner's-to contact 200 100 O 200 400 b00 800 1000 = CON U personal property,it is the contractor I" 200'-O" DigNet.Having utility lines marked prior to GRAPHIG SGALE = digging is free of charge. I O N i P NTA I GU ATION: ,/ I W6IIlk $ � RAINAGE GGULATIONS : ASPFIALTNGRETE.-TYI b;:; :`: _::. ,:': BwsTONe SEWAGE DESIGN CRITERIA �� �� $ '� N www.dlgnetnydi.00m `'-- -_ - I.ALL CONCRETE CURBING,51DEWALK5,AND DRAINAGE ASA OF pROp05Ep BLDG= SOW W.FT. J NEW YOM CITY&LONG I�,ANn BASE couR� 6ROUNDWATER MANA6EMENT ZONE IV STRUCTURES SHALL CONFORM TO PLANNING BOARD STANDARD 5000 Fr,X d61 X 100= 833.33 GU.FT. or ASPHALT BASE GOUI2SE . (''i_ ke I '��' IN6 POOLS AT 13 EFF.DEPTH L2o 811 www.cau811.cam �.�\ METHOD OF WATER SUPPLY - PUBLIC �� r � ,; Z SPECIFICATIONS. USE I - 104►LEACHpyq 80�'212'� I (far other / / e -DETAILS AND 5P N�j�/ ALLOWABLE SANITARY FLOW 600 GPD/ BE NOTIFIED 48 46 GU FT.VOL STONE BLEND 8A5E :Y,;,I; k i;M ;;"'>:,; A ry 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL PROVIDED Mq /� `C�\ \// /\� \\�/ `�l / /�\/�q5'X,COMPACTION r } '_ ry{ c�{ 7 IN ADVANCE OF ALL GON5TRUCTION. \7' = = - _ - - HOURS / % ! _ are �� / ���j��/��j 600 GPD x 53.Q3 ACRES 32,358 GPD }r,,:<, ; o v LOCATION AND GRADES FOR GURB5 AND WALKS TO BE By law,excavators and contractors working In the five For safety reasons,homeowners sliongly K \, \\\/\ \ \ O z z , 3.LOG N p' '� / F, - A y�'^ u and Suffolk encouraged to call as well when planning any type [SEE SAN YIELD GALL. BASED ON:',(5HT I)] �1 �� - 4d m THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, pRAINA�E OYES boroughs �`� w�k�rwvk,w�n .r r. N 1�4 VERIFIED W ITH Homeowners can contact us ��� w'` � s 5.C.D.P.H.OR N.Y.5.0.0•T.PRIOR TO CONSTRUCTION. 1• ALL STORM WATER PIPING TO BE 6"4►. SDR 35. Counties on Long Island must ours but no mo digging on at 1-property. PAVES SECTION (A�"ROADWAY ONTROL DEVICES,i.e.SIGNALS,SIGNS,AND 2, ALL INTERCOPYd6GT PIPING TO BE IS'4+ROP OR CPP i-800-272x1480 or 811,at least 48 hours but no more than directly at 4-800-272�F480 or by calling 811.Use IMINIhUM THICKNESS) " � z 4. ALL TRAFFIC G lids national call(before you dig number.For excavation T SECTION (MINIMUM THICKNESS) GLUBHOU�SEc 204 STALLS 0 15 6PD/STALL = 3060 GPD ' W PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE CLASS IX 10 working days(excluding weekends and legal holidays) PAVEMENT (NES OF THE NEW YORK STATE MANUAL OF 3, ALL SANITARY PIPING TO BE q"m BLUE BRUTE. prior to beginning any mechanized digging or excavation work comlpleted an personal properly,it is the C40VR E_%4 BU STONE 2" PRO$HOP(RETAIL): ql2 S.F. ® 0.03 GPD/S.F. = 27 GPD 6 4 u� S WITH THE GUIDELINES Bl11LDLIE SHALL BE work to ensure underground lines are marked.Excavators contractor's responsibllity-NOT the homeowner's-to ASPHALT ���� - DEVICES AND A5 DIRECTED BY THE q, ALL PIPING INSTALLED UNDER 1 1/2" RESTAURANT: 165 SEATS 0 10 6-PV/SEAT = Ib50 GPD `� WORK SITE UNIFORM TRAFFIC CONTROL and contractors can also submit locate requests online, contact DlpMlet.Having utility Ilnes marked prior WEARING COURSE � '��BASE ""r.r t J z TOWNOF SOUTHOLD,DIV1510H OF TRAFFIC,SAFETY, CAST IRON,AND SHALL REMAIN CAST IRON LEAVING THE through ITIC.If you do not currently use ITIC,please call digging is fres of charge. (EXISTING BANK RUN OR 6" CART STORAGE BLDG: SI11 S.F. 6r0 04 GPD/SF. - 207 GPD �'�r z J_ N z z 5.CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL BUILDING TO A DISTANCE OF 5'AWAY PROM BUILDING q-800-5247603 for more Information. ASPHALT CONCRETE a I/2" OTHERSUITABLE MATERIAU p0o�•I.101�jE; �"' _1� ��°� � z � ~ ~ ~ Q `� ~ DEVICES,LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE PERIMETER. BINDER COURSE _ SPA: 1246 S.F. 0 0.10 GPD/5•F. = 125 GPD F'' ,tI W z z a mu z '' S „ FINE GRAVE SOIL BASE ANT$ 5 GPD/OCG. = 250 GPD 5 ,• • '=' � � � � I p TOWN OF SOUTHOLD DIVISION OF TRAFFIC SAFETY,48 HOURS IN STONE BLEND BASE BATHING: 50 OGGUP + �- N ADVANCE OF BEGINNING 5UGH WORK ALONG A TOWN ROAD. + 4 SHOWERS 050 GPD/SHOWER(GREY 1^IATER) Cd Q 6.STOP LINE SIGHT DISTANCE SHALL BE BLUE5TONE CATERING: UP TO 34 0 5 C-PPO/CAPITA = 110 GPD �i MAINTAINED AT ALL INTERSECTION IN "•\ DRI I�EWAY/PARK I NO AREA = -m " ly W MAINTENANCE BLDG: 4204 5.F 0 0.04 GPD/5 F, 166 GPD a . -'u P o � � ACCORDANCE WITH AASHTO REQUIREMENT5. �►�... PARKING FIELD SECTION ADWAY IMPROVEMENT PROP'MAINT. BLDG ADD'N. - `` 1.ANY SITE PLAN,RO g PAVEMENT 5EGT1 ON - C, � D � E ce � PLAN AND TRAFFIC MIT16ATION PLAN SHALL - ___ ..'- NOT TO SCALE 5TOR. AREA. 2400.BQ S.F..0 0.04 6PD/5F - Q6.04 GPU �� `yi ° _ _ - - - - 41 44 S.F.0 0.06 5PD/5F 142.11 6PD �,• d ; ' . > s � � o � > REFERENCE THE OTHER ON EACH AND ALL � �. NOT TO SCALE OFFICE AREA: 2366• _ _ PART OF THE TOTAL '� _/ \ _­1 = 300 GPD � - i N T MAINTAINED FOOTCANDLE VALUES AT C RADE, U51 NG A 32 MAS I NTENANGE FArGTOR. ° _x - ::: F_ CE IFS NOT BEEN 0 REVIEWED BY THE SUFFO K LU LU LU PROPOSED LINE OF SILT FENCE AND Statistical Area Summary ,. TCOUNTY DEPAI �3ENT�?F F3EA�TIT SECES HAYBALE5. MAINTAIN DURING DEMOLITION CONSTRUCTION. Project, LAUREL LINKS - MAINTENANCE BLDG ADDITION z N m m ; NEW LOCATION FOR (51� DWG No 5-4 FOR DETAILS) E�Serol o ° F Label Avg Max Min Avg/Min Max/Min ° CONCRETE SLAB FOR 3 IRRIGATION CONTROL INSIDE PROPERTY O.8 2.1 0.2 0.00 0.00 ' 1 Options:(Facto lnatetled ClujR Add After O s Description $offlx To $4W to 1 34 - - - 277V ballast(35^rQw NPS only) 34iV ballast(5oW HPS only) s F z THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM ' auadyoltbauafgo&7MMHlPSonly) M Tri-volt bellasl(50&,7DW r,4H only) LIMIT OF CLEARING,GRADING AND LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY E4 Series Tri-volt ballast(7e8iioowHPsonif) r S °° J J J �- GROUND DISTURBANCE STANDARD LAMP RATINGS IN ACCORDANCE I�IITH ILLUMINATING ENGINEERING SOCIETY Photocell 1,2,3,4 ors P s Projection Cutoff 9 z z Z (AREA OF DISTURBANCE: 14545 S.F� APPROVED METHODS. ACUTAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY The reflector projects light out and away Bronze Color Shroud 6S w W w VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER from the fixture.An excellent choice for Bold Color Shroud(not avaiiabieonioowHPS) CZ ry GS J High Power Factor ballast H VARIABLE FIELD CONDITIONS. lighting small parking or public areas next to buildings. Tamperproof Lens Fasteners . Vertical Mounting(Esseriesonry) A p ° n ° iL� Luminaire Schedule NOTE:Not availahle when both hpf and photocell Supplied ` - _ w `-} - PROPOSED Polycarbonate Lensy �a u� -} 5 j Cit Label Arrangement Lumens LLF Description Total Watts Haight Accessories:(Field-installed) MAINTENANCE EiUILDING ADDITION I Information Description CetalagHumber O Q N `� `~ `� N N m G.EL. 32.50 4 A SINGLE 1200 EA. 0. 20 RUDD E4 5ERIE5 35 S Wattage/ catalog Mounting Surface Mounting Box ESB-71.j N Q $ `° o 7 o PROJECTION CUTOFF Description tamp Type Number Position Pole Mounting Bracket PAS-7 o 6 o HIGH PRESSURE SODIUM Projection 35w hps E4503-1 Wall Mounted Tamperproof Screwdriver TPS1 ma GutoFF o� MODEL No. E4503-I q A5P T a HI--11-- • 0 EXISTING EX.D"�L.P. MAINTENANCE BUILDING AND PUMP HOU5E F.EL.3250' •+• EXI5TINS ' ASP&T PAVEMENT PROPOSED STABILIZED :,,, r r CONSTRUCTION ENTRANCE , (5EE DTL,THI5 DWG) ; s: s: n W EROSION G O N T R O 1-- PLAN NEW LOCATION FOR W IRRIGATIONC GONTRORETE SLAB L� lY n 20 10 O 20 40 60 80 100 PROPOSED 6RAPHIG SCALE I" - 20' O" RETAINING WALL IU LL L,II o z 10'MIN. LLl STONE PAVEMENT EXISTING CL (L/ 0 EXI6RDUr1� 2 sr� PAVEMENT O FILTER CLOTH MOUNTABLE BERM ('(1 (OPTIONAU PROFILE oo❑ 03❑ 0.4❑ IAO (.� `fl 10'MIN. PRROP05ED J 00❑ Ob E3 OA❑ 1/01:1 1.2 MAINTENANCE BUILDING ADDITION a��� G.EL. 32.50' J�VASHRAGK (OPTIONAL) O L ENGINEER: R R R •, R R R' ' ' -R' • ' `� O.I 2.1❑ L �! •'10'MIN."- EXISTING EXISTING ' -v '•a vGOARSE v' ` v ' v ', v PAVEMENT CY . `-3(./TO GROUND -fit '' ,•_'�-,AGGREGATE ;•' - • III` : LU • '_°, 000 D.40 0.10 2.8❑ Iib ;jyt w 4° * ,` 41`1{ DRAINAGE TO € r DEVICE SE NOTE 9 fi 0. ❑ ❑ 1)730 SEDIMENT TRAPPING b @ 2 O� 0.1 ❑ 0.7❑ 2.1❑ 1.I 0.0 0 4 OA OA ` I. STONE 51ZE - U5E 2" STONE, OR RECYCLED CONCRETE EQUIVALENT 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT JEFF w Y T. BUTLER, P.E. -y' Iib Iib 7.1 1.2 IA 1.4 1.2 1.0 1.2 7.1 ❑ O O O MINIMUM LENGTH MOULD APPLY) 3. THICKNESS - NOT LE55 THAN b". EXISTING 12 1.1 Q q2 0 (4)EXTERIOR LIGHT FIXTUIRE 'A', '7.1 '' 1.2 1.0 05 00 4. WIDTH - 14' MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INORF55 OR E&RE55 00❑ ❑ /ca.�9iALT PAVEOENT 131.2 WALL MOUNTED& ABOVE GRADE �I Q OCCURS. jA 2.1 2.8❑ ❑ Ib❑ 1.4❑ ❑ ❑ 0 C) (SEE Lr6 SGH. FOR INFO) • O � 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. Ib .04 0.0 b. SURFACE YJATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑1.5i ENTRANCES SHALL BE PIPED AGRO55 THE ENTRANCE. IF PIPING IS IMPRACTICAL,A MOUNTABLE Ib 2.1 2.8 3.4 2.8 2.7 Ib 1.4 1.2 1.40 ❑ O 7 BERM WITH 5:1 SLOPES WILL BE PERMITTED. 000 0. 0.4❑ 1.4❑ ❑IA ° ° -7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, 4 a DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. LL 8. WHEN WA5HING 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS ° c.. INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �J� m O L1. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ❑ ❑ ❑ ❑ 0.q 0.7 0.1 1.2 Ol 0.1 0•q 0.4 I O "CI'. ' Ofi LU Q OA 0.2 0.8 0.4 • 4. . x � N z O STABILIZED GONSTRUGTION ❑ ❑ ❑ a ❑ 04 ❑ ❑ ❑ ❑ t�3 . ❑ ®.�• a < NOT TO SCALE 0.1 02 03 0.1 03 0.4 OJ Ob 0,q Ob . 03, a J Q - IY IL Q < • ° 2Q ,n POLLUTION N ND PQ5T CONTROL ME EX. ORAT)= EX15TING (V 6„ N RAL OL O D I. THE DEMOLITION SHALL BE PERFORMED BY THE GONTRAGTOR(5)AT THEIR OWN RISK AND 13. EXCAVATING AND GRADING SHALL NOT CREATE SLOPES GRATER THAN 15%. ALL 5LOPE5 ❑ ❑ ❑ ❑ ❑ ❑ EAS S.D. L.P. ❑ ❑ ❑ o ❑ •❑ MAINTENANCE BUILDING WAYS 51DEWALKS CURBING BOTH ON 51TE OR TO BE STABILIZED WITH EROSION CONTROL PRACTICES AND VEGETATION. OA D.0 00 0.0 0.0 00 0.0 0.0 0!J OA 0,0 OD 0' O0 LIABILITY.ALL DAMAGE TO THE RIGHT OF ` •' •�• : •. . AND PUMP HOUSE � Z ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR REPLACED SOLELY At THE 14. TOP 501L TO BE 5TOGKED PILED AND RE-USED ON SITE AFTER EXGAVATIN6 15 4 F.EL. 32.50' C) z - U a. fi-1 O GONTRAGTGR'S EXPENSE. COMPLETED. •4• .. • .� �./ � y � O J � r 2. TO THE BEST OF THE ENGINEER'S KNOWLED6E,NO ENVIRONMENTAL HAZARD(5),THAT COULD 15. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHOULD BE INSTALLED AT GRADED F-�I AND STRIPPED AREAS THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. ° a_ g °i a #' BE AGGRAVATED BY THE DEMOLITION PROCEDURE,EXISTS ON THIS SITE. EXISTING J O O O 3. THE CONTRACTOR 15 ADVI5ED TO USE CAUTION WHEN EXCAVATING AND REMOVING Ib. SEED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE - RECOMMENDATIONS. SUBSURFACE STRUGTURE5,PIPING,ETC.,DUE TO THE LIMITED AVAILABILITY OF INFORMATION ASPHALT PAVEMENT - GONGERNING SUBSURFACE UTILITIES. TEMPORARY 5EEDING 15 A5 FOLLOWS: 4•. O APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING EXCAVATION,GRADING, A)RYE 6RA55(ANNUAL OR PERENNIAL)AT 301-65.PER ACRE:(0.1 L55/1000 5.F) 4, . � . V PLANTING AND CONSTRUCTION. - B)CERTIFIED'ARO05TOOK'WINTER RYE(CEREAL RYE)AT 100 LBS PER ACRE(2.5 O N �.. .. a•a '� O 5. ALL RUNOFF SHALL BE RETAINED ON 51TE IN ACCORDANCE WITH LOCAL REGULATION5 AND LM/5.F) APPROVALS, USE WINTER RYE IF SEEDING IN OCTOBER/NOVEMBER PROVIDE MULCH(INCLUDING CQ ` Z a b. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY,INSIDE OF THE SIDEWALK, GRAVEL MULCH) ILl! ° . O BY THE GOwRACToR PRIOR TO THE START OF DEMOLITION,THE CONTRACTOR 15 TO 11. SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO ENTER ADJACENTz CD MAINTAIN THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL PROPERTIE5 OR PUBLIC ROADS OR DRAINAGE 5Y51•EM5.5EDIMENT BARRIERS SHALL BE O O � Q ALL EXCAVATIONS HAVE BEEN FILLED WITH SUITABLE BACKFILL OR THE PROP05ED INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION Fit 5UI35WFACE 5TRIGTURE(5)HAVE BEEN INSTALLED A5 SHOWN ON THE PROP05EP 51TE PLAN. AND 5HALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. 1. GATE5 ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SITE.THE5E GATE-5 WILL BE 16. PROPER MAINTENANCE OF ER05ION CONTROL MEA5URE515 TO BE PERFORMED A5 w SECURELY CLOSED AT THE END OF THE DAY WHEN THE DEMOLITION OPERATIONS ARE INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. CEASED AND THE WORKER5 HAVE LEFT THE SITE. MAINTI_NANCE MEASURES ARE TO INCLUDE,BUT NOT LIMITED TO,GLEANING OF REGHAR6E b. A STABILIZED GO%TRJXTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 501L AND BASINS,SEDIMENT TRAPS AND DRY WELLS,CLEANIN6 AND REPAIR OF SEDIMENT BARRIERS, FAGE : L005E DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE CONSTRUCTION ENTRANCE REPAIR OF BERMS AND RUNOFF DIVERTFRS,AND GLEANING AND REPAIR OF INLET SHALL BE MAINTAINED UNTIL THE SITE I5 PERMANENTLY STABILIZED. PROTECTION DEVICES. LIGHTING-) PLAI\I '�')<jj,��C'OU r,�'.f4u I'PA rET:i�TOF HEAL H SEWv' ��'F�?�iiq. EXCAVATION PROGEDURE55HALL BE PERFORMED BY THE GONTRACTOR(S),IN ACCORDANCE Iq. MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS AND UNTIL ALLY COUNTY D���r�M�` fl�HEALTH` 'e •° �'�"� WITH ALL FEDERAL,STATE AND LOCAL CODES AND RE6ULATION5. DISTURBED AREAS ARE STABILIZED. 10. CLEARING AND 6RADIN6 SHALL BE SCHEDULED So A5 To MINIMIZE THE EXTENT OF 20. UNLESS OTHERWISE OIREGTED BY THE OWNER,THE CONTRACTOR 15 RESPONSIBLE FOR EXP05ED ARFA5 AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED AT ONE TIME. MAINTAINING THE NEGE55ARY RECORDS OF GON5TRUGTION ACTIVITIES,PREPARATION OF BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. INSPECTION REPORTS,AND REPORTIN6 RELEASE OF POLLUTANTS TO THE PROPER 10 5 O 10 20 30 40 50 3 11. NO 6RADIN6 TO OCCUR WITHIN 15 FEET OF PROPERTY LINES. AUTHORITIES A5 NECESSARY TO COMPLY WITH THE NATIONWIDE PERMIT.THE CONTRACTOR 6RAPHIG SCALE I" = 10'-0" .EFFREY T.BUTLER,P.E. IS NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO 12.THE LENGTH AND 5TEEPNE55 OF CLEARED 51-OPE-5 SHALL BE MINIMIZED TO REDUCE RUNOFF SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE 5WPPP NECESSITATED BY FIELD VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. CONOITION5 OR GON5TRUCTION A(TIVITIE5 TO THE ENGINEER FOR REV15ION OF THE 5WPPP T T OUT. IT N A DE51 N WHERE APPROPRIATE. BASED UPON THE 50UTHOLD TOWN CODE - ARTICLE X)CXXV-OUTDOOR LIGHTING 5 Of C N T EL.34.q' O, SEPARATION DISTANCE REQUIREMENTS FOR °� N EL.33.q' LOAM(01.1 -IA' STORMWATER LEAGHIN6 STRUCTU �AND PIP$Qry HORIZONTAL SEPARATION DISTANCES FOR STORM HORIZONTAL SEPARATION DISTANCES FOR STORM HEAVY DUTY AND LOCKING,CAST I�zW O`er HIN6 POOLS DRAINAGE NON-LEAGHING 5TRUGTURE5: IRON COVER TO&RADE 6'MIN TRAFFIC EL.SIM LOAM(OU _3A � � L' k DRAINAGE LEAL OL ' PROPERTY LINE = 10'MINIMUM LU WATER 5ERVIGE LINES/LATERAL5/MAIN5= 5'MINIMUM BEARING,SLAB 5011TH } I J BUILDIN65 WITH CELLAR = 10'MINIMIM UNDERGROUND UTILITIES = T MINIMUM FINISHED GRADE SIDE � � g 'n BUILDINGS ON SLAB = IO'MINIMUM °L �_ N m WATER SERVICE LINE/LATERALS/MAIN5 = 10'MINIMUM VERTICAL SEPARATION DISTANCES FOR STORM 2' UNDERGROUND UTILITIES= 5'MINIMUM DRAINAGE LINES: - �"MIN UN z n n _� '�' o kn m SANITARY LEACHING POOLS = 20'MINIMUM WATER 5ERVIGE LINES= I0"MINIMUM Q s w PUMP STATION= 5'MINIMUM SANITARY WASTE LINES = I0"MINIMUM PALE BIaOYid FRE TO � � � � ci € 6REA5E TRAP = T MINIMUM I 5AN7 MANHOLE = 5'MINIMUM -•__-_ ®®® (� � � � � S PRIVATE WELLS = 50'MINIMUM MIN.4'0 SDR 35 ®®® o RETAINING WALLS= IO'MINIMUM PVC PIPE OR J w z FUEL 5TORASE TANKS(BELOW 6ROUND) = 20'MINIMUM EQUAL,PITCHED MIN ®® z z CAST IRON FRAM AND&RATE/COVER y�'PER LIN FT ®® PROPOSED CAMPBELL 1182 G OR APPROVED EQUAL MAINTEWVrG1: PROP05ED RETAINING S s g o =T=1 BUILDING WALL(5EE 5EPEMTION - ® >tQ EL. I'7A' -17A' ADDITION DISTANCE NOTE BELOW) FIN.6RD 0 PROP. G.I.GVR G.I.GVR w w w 35 EL.=36D' EL.=36.0' G.L SVR ' 3' MIN. NO HATER @1GOUPITERED I E1.-33A FIN.GRD=�.32A � � � �ui �ui � o 0 ( COLLAR PROP.6�RAD°E Out' ' z o ~ FINAL GRADE 8 TRAFFIC TEST HOLE DATA �"—" '"`''�. —ry `� ° n o BEARINS® (WHERE 5-'6`B N A5 PERFORMED BY FL ELA 3250' N 5; � w ® APPLICABLE) ON JULY 16,2001 I E = 3130' � O 4 N N N N I I .. LE = 3086 FLOW LINE ry op o 4 i i i dZ ty� N PROPOSED — — p- moo z pR . - - 4 DIA PVC,PIPE, I.E. 3026 sA'DIA x 12' EFF.DEPTHb'MIN.PENETRATION 22AAY4 Lf. 55N - 0 4b LEACHING POOL PROP05ED®o INTO PROPOSED: l 3 MIN.GLEAN 3' MIN. ® ®o 3' MIN. M STRATA OF SAND AND 4"DIA PVC PIPE, HIGHEST RECORDED 6RND TER GRAVEL OA eYs"/LF. = IA" =Om'. SAND `R 7. SEPARATION DISTANCE REQ'MT5 FOR SANITARYD W BACKFILL MATERIAL LEACHING STRUCTURES: I�00 GAL SEPTIC TANK ® ® WRAP STRUCTURES (GLEAN SAND s GRAVEt'J MINIMUM HORIZONTAL SEPARATION D15TANGE5: ® ® WITH FILTER FABRIC �•�/� A.BUILDING W/SELLAR = 10'-0" I 1 1- . 5ANITARY LEACHING FOOL (LP) B•WATER LINES = 10'-0'!O-O' SCALE: N.T.5. D.SURFACE WATER(WETLANDS) = 100'-0" F.PUBLIC WELL = 200'-0" 6•ROUND WATERT 10 DIAMETER I G.PRIVATE WELL = I50-0 L3:0:POOL ='EL.'15.4✓ai. NON-RATEABLE H.RET.WALL(WTRPROFF) = 10'-0' SOIL J.U/G FUEL TANKS = 20'-0" LF-65 DATA WELL No.56560.1 K.U/G UTILITIES = 5-0H164EST RECORDED GROUNDWATER= 6.93' L.STORM DRAINS= 20'-0" , COLLAR MATERIAL 60 MIN. ENrRATIot� M.CATCH BASINS,NON-LEACHING= 5'-0" No GROUND WATER ENCOUNTERED 0 EL I1.9 (TEST HOLE DUG,TO 17 BLW GRADF.1 N.SAN.L.P. = &'-0" RATABLE SOIL P.PROP.LINES = 10'-0" Q.T.O.SLOPE = 25'-0" R.BLUFF = 65'-0' 5.SEPTIC TANK = W-0" ' UNDERLYING SAND AND &RAVEL STRATA PROPOSED SANITARY RISER DIAGRAM m I R DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. ADDITION TO EXISTING SEPTIC SYSTEM SYSTEM 2. COLLAR MATERIAL 5HALL BE CLEAN 6RAVEL OR BANK RUN. NOT TO SCALE Qtye-3 5. ALL ORAINA6E 5TRUCTURE5 ML15T BE WRAPPED WITH FILTER FABRIC,. PER 5.G.D.HS. STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 3tN- 5Y5TEM5 FOR OTHER THAN 51N6LE-FAMILY RE5I0ENGE5 APPROVED a m IGAL STORM WATER DATED: JULY 15, 2008 REFERENCE NUMBER: c1l�- 07-001-5 • p_ n O IN�OOL (5D) PETAL L SANITARY STRUCTURE REQUIRED SEPARATION DISTANCE FROM RETAINING : SEE DRAWING#�OF � FOR SPECIAL CONDITIONS �� � � X NOT TO SCALE (PER 5D.C.H.S.REQ'MT5,SECTION XXI,BACKFILLING AND FINAL GRADING) U- 1.RETAINING WALLS SHALL BE CONSTRUCTED TO MET THE FOLLOWIN6 REQUIREMENTS: REVIEWER'S INITIALS �1 ["� XO Z A. RETAINING,WALLS THAT ARE LOCATED WITHIN 20 FEET OF SEWAGE DISPOSAL SYSTEM SHALL O CONSTRUCTED OF REINFORCED CONCRETE. B.NO PART OF THE SEWAGE D15POSAL SYSTEM',SHALL BE PLACED CLOSER THAN 10 FEET FROM A Q � LU RETAINING WALL. (L G. IF THE LEACHING POOLS ARE LOCATED CLOSER THAN 20 FEET FROM THE RETAINING WALL, o WATERPROOFING WILL BE REQUIRED TO PREVENT THE SEEPAGE OF LEACHATE THRC:9H THE WALL. rte, LU ' www.dignetnycli.com HEAVY DUTY AND LOCKING / GA5T IRON GOVER5 TO GRADE d NSW YO�KeAAA ICIIfiY or ENGINEER: 00 LONG %ANP www.call811.00m go (for other states) FIWSHED GRADE 24' 24" B"MIN TRAFF BEARING TOP 800-212-44501511 <i 20"MIN � cV � �4MIN /By law,excavators and contractors working in the For safety reasons,homeowners are stronglyINLETfive boroughs of New York City and Nassau and encouraged to call as well when planning anySuffolk Counties on Long Island must contact type of digging on their property. HomeownersOUTLETEXTRA STRENGTH FILTER FABRIG 5TE EfL OR WOOD DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by MIN 4'DIA FLAW LME MIN 4'DIA. 073REQ'D. WITHOUT WIRE MESH SUPPORT but no more than 10 working days(excluding calling 811,the national call before you dig SDR 35 PVC, 6PIS 5 PVCROF E P057r (TYP') weekends and legal holidays)prior to beginning number. For excavation work completed on PIPE OR _ OR 10' MAX. O.G. SPACING any mechanized digging or excavation work to personal property,it is the contractorsGQIIVALENT • EpNVALEM W/ WIRE SUPPORT FENCE ensure underground lines are marked. responsibility-NOT the homeowners-to contact PITCHED MM. o PITCHED MIN. JE FRE r T. BUTLER, P.E. 6' MAX. O.G. SPACING Excavators and contractors can also submit DigNet Having utility lines marked prior to y,M/I FT !BiA�LL� 4 16 IN/I IFT W/O WIRE SUPPORT FENCE locate requests online,through ITIC. If you do not digging is free of charge. I currently use[TIC, please call 1-800-524-760314 n Q for more information. O .. �: �•, 1L ISS ATTACH FILTER FABRIC SECURELYMIZE N X } 7// \ •="�` \\/\\/ \\ TO UPSTREAM SIDE OF P05T �I�oR TWINE2x2•STAKES SEPARATION DISTANCE REQ'MT5 FOR SANITARY � � \ 11- V � � �/\�j\�\\\i \ / COMPACTED (TY�IO PER BALE) SEPTIG TANKS: C) —1 , < 5- CL 36" HIGH POLE (MA) .) Fly STRAW I I O ry Q STEEL OR WOOD POST � MIN.HORIZONTAL SEPARATION DISTANCES: BALE A.BUILDING W/CELLAR = 10'-0" / — B.BUILDIN6 ON SLAB = 5'-0" \ (�/ 1 G,WATER LINES = 10'-IO" � zz o D.SURFACE WATER(WIETLAND5) = 15'-0" F.PUBLIC HELL = 200'-0" SECTION TRi3JGFl 6.PRIVATE WELL = 10)0'-0' —1 FLOW SECTION H.RET.WALL(WTRPRO)OF) = 10'-0' - # O m O FLOW f -- J.U/G FUEL TANKS= 220'-0" K.U/6 UTILITIES = 5'-0" I I LLL.STORM O = BOTTOM OF O HAY t3ALE5 M.CATCH BAA51N5 = 5'�0' _ < ~ DRAINAGE SWALE (NON-LEACHING)) I I O O ,::•.,,. : .\• \ •\ 1 1 \ RA P.PROP.LINES= 5'-O° •e O Z %\\/\\ :;':::•:��\\/\j /�/ /\/\/\/ �� - - - - - 0.T.O.SLOPE = 25 Z 3/4 MIN. R•BLUFF =65'-0' j DRAIN ROCK \ \ IIZ CD 4" X 6" TRENCH % //\�' � pomp < W/ COMPACTED \/\\� STAKES(TYP),SEE SECTION. BALES TO BE SET IN BACKFILL ./��\�/ INSTALLATION HI IT TRENCHING 110 NOTE: ALL PIPING INSTALL TRENCH DETAIL ( (( �� � I. CONCRETE TO TEST I I � UNDER BI..D6 SHALL BE CAST IRON, 4000 P5.1 0 28 DAYS AND SHALL REMAIN GA5T IRON LF-AMN6 NOTES prr ,/( (� /II 11 1� II II II II II II �� 1� 111 111 ,u 1tI 2. REINFORCEMENT MEET5 \ � I/ THE BUILDING TO A DISTANCE OF 5'AWAY F A O E " SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE POINDING EFFICIENCY. �� rr 11 II II II II II II tt 3.SALL SANITARY A-Ib5 5PEG5 � FROM BLDG PERIMETER SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDI1wIENT WHEN NECESSARY. a II II II II II II 1u a tt 3. ALL SANITARY PIPING TO BE NOTE: GALGS AND DESIGN PERFORMS IN INSPECT AND REPAIR ELEVATION 4'0 SDR 35 PVC, ACGORDAWE WITH SGDHS SPECS. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRANSPORT. STRAW BALE BARRIER 5EPTIG TANK - 1200 CAL. S -4 LT EENGE DETA I LEENGE DATA I L NOT TO SCALE SCALE: NOT TO SCALE NOT TO SCALE 4 of 6 s .x� 'N 2'BE'E7i'* PIP',EV kr',WED B i Tb"`T;..e IJL'1'•+' _Fr 1 cA COUNTY DEPA,R,T.LI EYI'Off'gIEALTH I.,.E,`DOES' OL � � � � GUT ALTERNATE BARS , a W DOWEL PAPER 5LEEVE PARTING STRIP } W t- i z • �j �w-� F- N Z Z ry T N z � J �J- j� • �� w� ..w�l• 'n 1n N Z Y FILLER w_ J J J REAR OF BLDG(EASTSI E BETA I N I NC HALL BETA I N I NC WALL o EXISTING GRADE TO B EXI5TING GRA DE ® EL. 3q'-O" REDIRECTED RED CEDAR BOARD AND EXPANSION JOINT CONTROL JOINT s o o Q ,•:,..;:,:;:,:•:;:.:: :..:.;••.:.:......:.s:.:�:,:v:.., . BATTEN ROUGH SAWN FLASHING A5 REQUIRED t4' NT OF N � I" �0 CONCRETE RETAINING 4 4 N N BUILDING PROPOSED GRADE ® EL. 36'-0'—\-, (WEST SIDE) WALL OUTLINE CHART 4 o U o \ \ . •. RETPRO. PREFER DTO TANIC7L W X/\y/EXISTING :• :' n/n�. \i/\\/. GRADE\.\/j\\i` ,` jjr ONNEGT TOR F I �r��/� " NAGE PIP I�EIGHT (FT) TH15 DWG Q \, \\\� \\\\\\ + •• ., ° .:...:...................... GRADE @ EL 32.0' 1 11 1 II 01-111 11 1 II ' , • '° p° ° • ° •a < '., 4'. ° . .. , �,,. ° '.° .•� .1 4 3'-2" -OII OI_gll III�11 DRNG PIPE I.E. 31.Ib l DRNG PIPE I.E. 31.10 d b.• ° ° ° ° ' ° °. y ; SHOWN 5 3'-10" I'-111 11_011 II_rJll B.O. RET WALL r41 ° I'. '� ,+ �, — _. — - ,�°— - .�.�" _ a — �. T4-"� — — — — — — —. ° — �. r -I • o ' �� �•'-ar �' `" © (/ 4'-b" II_211 11_311 21_111 ��a °' �•�� 1- -•� -�• I 11 I II I 11 I 11 PROPOSED P.G. RETAINING WALL� PITCH T.O.WALL AWAY FROM 8 51-1111 I'-4" I'-q" 2'-10" SEE RETAINING WALL DETAIL EXTERIOR ELEVATION — NORTH SIDE PROPOSED BLDG MIN SLOPE = I" PER LIN FT — I'-311 q 6'-8" I'-511 21_011 BI_311 (THIS DWG) E // /ice F SVI ALJ-: 1/4 = I -O I 11 1 11 .31-511 _ II �� � �� #4 BARS I6" O.G. 10 -71-511 I -b 2 -3 FIT( II 8'-I" I'-7" 2'-6" 4'-O" T.O. WALL = EL. 36'-61 E--" HORIZ.3" MIN. I II I 11 1 II COVERAGE. TIE TO #5 12 '51-1011 I -S 2-q -5 O D A - ��,,,,��' •. 1 11 1 11 I II I 11 VERTICAL, 24" O.G. 13 q -b I -q 3'-011 4-q / //\\/j`BAGK FILLS//\\/ 14 101-51111-1011 51-511 51-211 -1111 31-61' 51-111 11'-10" 2'-0" 3'-10" b'-0" PROPOSED GRAVEL DRAIN PROP05EP RETAINING WALL 17 12'-7" 2'-1" 4'-1" 6'-511 m a, fo Q , �` • �� 18 13'-4" 2'-2" 4'-4" 6'-1011 'v I PROVIDE 8 S.F. GRAVEL ° ALONG NORTH EAST AND n AND FILTER FABRIC 50JTH WALLS OF PROPOSED 11 11 11 r =-�• =••; •�� I q 14-2 2 -3 41-b" 7 -3 ° a MAINTENANCE BLDG ADDITION \' ( 20 15'-0" 2'-4" 5'-0" -7'-8" FOR I.E.5EE NORTH AND SOUTH ��1,1 . •';;*;I a„� ft1 EXTERIOR ELEV. (THIS DWG) o , D T' = •"-=',.'-=' GENERAL NOTES: ° °• 1. CONCRETE SHALL BE 4000 P51 MIX. �,� C(� x o s PROVIDE 4"� DRAINAGE PIPE,PITCH - � ,- #5 B Ib' O.G. 2. STEEL REINFORCEMENT SHOULD BE GLEAN, FREE FROM HARMFUL 0's"/ L.F., MIN) TOWARD PROP STORM RUST, AND IN COMPLIANCE WITH APPLICABLE A5TM 5TANDARD5 X z DRNG LP ON NORTH SIDE OF BLDG. C;;��':'• #4 CONT. o I6" O.G. FOR DEFORMED BASE AND STEEL HIRE. I -' 3. TOP MASONRY RETAINING WALLS SHALL BE PITGHED PER (p 0 O L ° RETAINING WALL DETIAL (THIS DWG) AND FLASHED PER DWG M '� 1() EXI IN ® 41'-O" _� = • , , , . ,, = F+1 m = '''e .', REQUIREMENT5 TO PREVENT THE ENTRY OF WATER. O �O =',= =;,' 4. HEAVY EQUIPMENT USED IN BACK FILLING SHOULD NOT APPROACH (L °,'; O GLO5ER TO THE TOP OF THE WALL THAN A DISTANCE EWAL TO RED CEDAR BOARD A REAR OF BLDG B.O. WALL 0 EL. 2q'-O" p = a EXIISTIN16 6RADE TO BE n THE HEIGHT OF THE WALL. Q BATTEN ROUGH SAWN ±21111 111 11 11 11 1 REDIRECTED (EAST SIDE) .� O V KEY Q NOTES: N 1 � I. PROVIDE GONTROL AND/OR CONSTRUCTION JOINTS IN CONCRETE W m ` FRONT OF O cn RETAINING WALL5 ABOUT EVERY 25 FEET AND EXPAN51ON JOINTS � BUILDING PROPOSED GRADE ® EL. 36'-0" 101 Ai30UT EVERY FOURTH CONTROL AND/OR CONSTRUCTION JOINT. ti • d • • . . '' GOATED DOWELS SHOULD BE USED IF AVERAGE WALL HEIGHT ON ID . ..•, . ."•.... .:" .• ' ,., . \/\\�\\ \\�\;! \//\/\\//\\//`�,/ /,./,./�\//\//\\//\\/�\<:�/' EITHER 510E OF JOINT 15 DIFFERENT. J (WESTSIM ti '. :,+'. ''•: :: " ;...4. �.. \ r\/� .r\ �\ /�r.�`i //. \/\\//�EXI STI NG��i��r\�i�/ •. /\^/ /\/ � d ` 2 b i-3 16 �.UJ 2.USE TEMPERATURE BARS IF WALL 15 MORE THAN 12 INCHES THICK. D :• :..' . /j\\,�\ a\ PITCH: u ° ," d ° /�/ /�/�///�/ 3.U5 • q.,, .,� . .y / \//\\/\i�\.���\.��i�\\` d MIN 5LOPE®Yo/LFA °" E1 fTYPic�� I B DOWELS: I"X2'-O" PLAIN BARS ® 12" O.G. ° : ENGINEER: •DRNG PIPE I.E. 32.21 �i 5--3" O FILLER: PREMOLDED JOINT FILLER • /\<K\\� ° d ° PARTING STRIP: Ib GA. GALVANIZED SHEET STEEL GOATED TO GRADE 9 EL 32.0' - �/��i /\' " ° " , ° // �a/�\��� �d d. ° . d ° / \y\\/ PREVENT BOND AND WIRE TIED TO REBARS ® 12" O.G. ,.° ° DRNG PIPE I.E. 32 5' ae ° ° °" ° ° ;/li 'J1! Y�;. I 4, KEYS SHOWN DASHED MAY BE REQUIRED TO PREVENT SLIDING 1N 'o. ° ° e d ° ° LG-�- — 1 HIGH WALL5 AND TH05E ON M015T CLAY. ° .° .. a= — =- - - -- =-� - - °- - ;._ - - - -.- - - - ° B.O. RET WALL ° ° ° GG11 ,v 41; ' °e °� �- rr �•— —° b'.� II.-..•— ° °• ° 44 °° 4° d a ° e d .° d °d a _ ° °. I V7 EL. 2q'-O" � PROPOSED P.G. RETAINING] PROPOSED POURED CONCRETE RETAP�ING WALL SIDE WALL,SEE DETAIL (THIS DWG) r � //� EXTERIOR ELEVATION SOUTH scALE: ii2��=1�-0�� ova I". � � 4/ II I II MALE: 1/4 = 1`0" _rRorr JE E'T`'T:-'BUTLER, P.E. Q C a C`7 0 < a] N 0 U � N o } EMERALD GREEN METAL STANDING SEAM ROOF ~ owZ I I 1L All z � u�.� 0 � r � ®® RED CEDAR BOARD AND Ivl � J '� � O BATTEN ROUGH SAWN H m N O O N C - 0 u- US O 0 -- O PROPOSED Pf.. �-•� Z W �.,.•,' RETAININCa WALL A� ? O PROP05ED P.G. (BEYOND) RETAINING WALL (BEYOND) If �. ��••- J � ' GRADE 0 EL 32.0 U vd 44 •• °. ° ,O d °' :a , .e ° ° ° ._ ° ° n ° a - . ° ° . . ° - , _ ° d ° , % a ° PROPOSED P.G. FOUNDATION" ° ° e ° ° .° ° ° ° .. •- °°. ° °d° d n d ° d°° ° e d° d a °, ° °a ° ° d d° I.••• ..—. PAGE �. . ...I ° ° d ° ° ° ° AND FOOTING ° ° ° ° ° - ° - — — _°—.._ d ° d. °. a d° ° °d ° ° ° d° c d ° ••.q . V. <Iad ' e _d Q ed ° ° !--• :° a —.— , d� d .. —"� _+h• —.'1 4 ° a T -rY �d° a ° °- `.d a - °— �d - --6 `_`•_,.'�.._�'.J FRONT — WEST SIDE EXTERIOR ELEVATION THIS PAGE F NOT BEEN REVIE�F�O�Y TIT'- EXTERIOR i-T D56ALE: COUNTY I�EPAt�T'I��ENT Cry��EA�,T;rY SE���CEu 1/4" = I'-D" . 5 of 6) N PROPOSED P.G. RETAINING HALL N g (SEE DHC. No. A-1.0 FOR DETAILS 4 AND ELEVATIONS) A-I.o - 100'-0" ETHIS7PAGEHAS I�TOT BEF�d RIdT�y j'y$l` \�ry7gT'� a�}�,wy /jWEWED1'�w�L3�Y�1TI'3-�?E7�Sj�L^�'1F�fFQI.I� �p L 1+'.'�ii�ZL'6.8.i,Y ' d 19 Ob,i.aLAL H�7L-- Y pv.J.C1U } Z 1 M J. 2I'-$" N 53-8 4'-bI4" Il'-q" < � z � N z ry p it p c< 0 Q PROPOSED DRAINAGE PIPING a (SEE DTL No.4, DJC, No. A-1.0) ; ° ° NowLL s 'h A.• •' •' •' •. 4 . A ' • �. • .q A, •.i' A ,, w' • • �. • d • •a' a. :'•. ••' •. '� :•♦ a' . a o ° J ll) W q. A • 4. • 4 p '•4� A ° �. ..q•.• ° • p •A 4. A •4 A. 4 •4 p 4 p A •1 4 • , a ' n • < • .• Y p A A � _f. .ac 4 °a 13 L GKE 5 4 W A-I.O 12 LOCKER ROOM , I*D 213 50.FT. I- 1- � ifi � 4 N le rF -------� 5 S ° c� ° BENCH N5' BENGH ' MEN'5 ROOM i = i r a� o + `��'— 5 s 4 154 SQ.FT. i i ' 4 Q N CNN N (12) LOGKER5 TOTAL1:D N .o o `„ `� FOR CONT'N OF Q� o o 0 0 0 _ _ _ DRAINAGE PIPINGI I_ 41-0w / /. ''1 m SEE SITE PLAN, DHC. No. 5-2 +. o a ° m 4010 — 3010 3010 Q 4'-0" 3'-5" _ p • O I I on 14 NALL TIME GILOGDK I , WOM a RM. r ; 10 ' GFT. 3 , r d ILL dJ zz EAX/ PAPER 2 LCOPIER! STORAGE A-1.0 I A-I.0 I I BREAK / MEETING RM. - m Q I I 820 50.FT. 'T FAX/5TOR,AGE RM. � 85 5G!.FT. (3 GOLD STORAGE _ SII n r 25% 50.FT. FIL//,/[Cm X 9 XzLL 3'-0' 4'-2" 3'-0' b'-8 " 7'-I" Lu 3010 3010 �I J m .. OFFICE No.2 OFFICE No.1 } J 244 50.FT. 251 SQ.FT. v � — / ENGINEER: EW f� Ln 1 w 1 w 11 w 1 u .y UTA •, ' 53-4 Ib-b 5 2-O1 5w Il-0 5w l-II 1 -0w 5 U- I i`' s 77 07�:: PROFESS.' . JEFFREY T. BUTLER, P.E. i 4010 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - 10' X W O.H.D. 10' X q' O.H.D. 10' X q' D.H.D. (2) 3046 (2) 3046 Q — — — — 1 0.4 O FIRST FLOORw 4 O < I SCALE: 1/4" = 1'-0" A-LO 8-O 0. �-o Uv N 4 zz In LUo I :< I. 2 3 BREEZEWAY < Q_ 145.00 5Q.FT. Z O Q = fY 1) EXISTING 1L Z O 12 12 MAINTAIIJANCE/PUMP HOUSE BUILDING —I v T.O. PLATE q 9 Y TA. ATE —1 # -J Cn E-� 5 LL LL OVERHANG BAFFLE INSULATION NG v Z _ I-I- FLASFIIN& _ I--�1 O O O AS REWIRED R-15 INSULATION p q W PROP. GRADE @ O O 2X4 AGQ SILL O I] EL. 36'-0" WWI ANCHOR BOLTS 4b" O.G. MAX. v 12" MPX FROM CORNERS OR SPLICE PROPOSED b' THK P.G. SLAB W/bXb NW 3" BEARING PLATE AND 51LL SEAL P4•RET - b MIL.VAPOR BARRIER _" P.G. FW.WALL,:'X_" P.G. FOOTING (SEE Dws.No.A-I.0) OVER COMPACTED FILL PAOE : T.O.S. = EL.32.50' (STORAGE AREA) PROPOSED a . _.._. . ... ;... DRAINAGE PIPING ,; ' SEE DWG.No.A-1.0 AND 5-2 - O '' .' GRADE @ THIS PAGE HAS NOT BEEN REVIEWED BY THE SUFFOLK p EL 32.0' CQMM DEPARTMENT OF HEALTH SERVICES VA 2"x24" CONTINUOUS RIC71DSECTION 1 2"x24" CONTINUOUS RIGID A200 ' .• INSULATION AT PERIMETER(R-10) INSULATION AT PERIMETER(R-10) SCALE: 1/4" 1'-0" 6 Of ro rC Y REQUIRED BEFORE � OPENING, z RETAIN STORM WATER RUNOFF o j PURSUANT TO CHAPTER 236 OF THE TOWN CODE. m ELECTRICAL � 0 CT*FM EWRED p A � OO N4T PROCI jJytk ahti• :. a4 ' .r. :, § 5N5rFi�` .m+ak.. ..�,nr� '�:�1'I. , G UNTFj � � �� 'FOlNCATIOL `f-H,AS BEEN APPRO� , f— t ii, 7� - - e . , ,,.. ' ' ' Y.a.;; ; a t� u4.*'t A I, .: • -- ..,i, Y;K _ ,•i F ,W J ,.. .. I',. ',l�� w�lu r. i' ."4 �,�',.a�l�u�{�' � cMw ri, i ;,„r , - F.— ,:^.k, � � � ": � d.. ;, � :1 1� ;elgy lnwl eY��'d ,ae�� , ,„ •� ��, w „ :, �'.:”" .;::, ,r 'r:r,�'' „ ., : d I f II A,. i ,:�: ,. ,, :.� ,.r, ....:... ,..,,.. .. �, ., �' •,� p4�a ,,' WY s�t'+�`,�`y�� -D �q to i t , r D 1 ,I E � ! d AT D 1 B.P. --- .. � $u#'. h, � m I BY O O h:. ,.tea FEE:— �. c•` f � z N , z , r , .. - NOTIFY BUILDING DE�'Ar�i':iENT 765-1802 8 Ai�1 T - O 0 ., h G FOR THE w 4 PP 1 a , }� I� �' �� r (TIONS O I � INS FOLLOWING PE ,y 1. FOUNDATION-TWO REQUIRED a FOR POURED CONCRETE t, I � x. 2. ROUGH FRAMING,PLUMBING, STRAP PING, ELECTRICAL&CAULKING ` 3 INSULATION "' I , "r ,« ��""�"rw.' ' r �•..r,r' 4. FINAL-CONSTRUCTION &ELECTRICAL Ix..•..,-.. MUST BE COMPLETE FOR C.O. / 0 .. p :wa + €r If ALL CONSTRUCTION SHALL MEET THE amt , {tet, It, DESIGN OR +leas., .1 ;' REQUIREMENTS OF THE CODES OF NEW R!" • '� i";:- . TATE NOT RESPONSIBLE FOR YORK S CONSTRUCTION ERRORS. pM4 `M1 F R CERTIFICATION � � � ,.rOIIf LBAD C©LATENT .ry . x CERTIFICATE QF OCCUPANCY SOLDER USED IN ,r VIATE,R � SUPPL Y SYSTEM CANNOT EXCEED 2110 OF 1/LEAD. PLUMBING`- DESIGN CRITERIA &LWATER SSTE INE E � m ED cn Oct WIND SUBJECT t0 DAMAGE FROM TiESTING BEFORE COV�R6NG SEISMIC WINTER ICE SHIELD USE / t- SURFACE IMPORTANCE GROUND SPEED (MPH) EXPOSURE DESIGN FROST LINE DESIGN UNDERLAYMENT. OCCUPANCY n tl* n ROUGHNESS FACTOR SNOW LOAD 3 SEC. GUST CATEGORY CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED GLASS. HEIGHT FIRE AREA TYPE LSF CONSTRUCTION OCCUPANCY � � o � MODERATE SLIGHT t0 USE iS rT, � � X B 1.0 45 psf 120 B B SEVERE 36" TO HEAVY MODERATE II YES 5, S-2 18'-0" +/- 6,00025OO SQ.FT. TYPE e-� �,,'=a �� Fi-1 lt,,`J gin,. T 0ERTI "ICATF. LL LL CO GENERAL NOTES: CONTRACTOR GTO NOTES: �� 1°p4����;3 � .� � .. � � 1: � LU 0 I. Ai,_ WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND SOUJIN GO INSURANCE �I�+ J� ORD;NANGES H,4YING Stili?ISDfGSIOTy AND BEST STANDARDS OF CONSTRUCTION PRACTICE. � D� O5 1�{y�U f��C I PERMITS THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. SHEET + � G.C. TO PROVIDE SHOP DRAWING (3) B/W COPIES FOR APPROVAL PRIOR TO FABRICATION HEE It INDEX GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE COVERAGE: PUBLIC 2. T'„ CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE, ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF T4E ON ANY CUSTOM WORK. II II LIABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, WORKMAN'S COMPENSATION, ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ST'T i�� � SHEET Nf-'k ETC., IN AMOUNTS AS SPECIFIED BY THE LOCAL DEPARTMENT OF BUILDINGS AND REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. UI IN CO O NEW LD G-c D YORK STATE '- ME DEVELOPER, GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, PRIOR TO COMMENCING ANY WORK, 3. CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW, ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEST EDITION), ARCHITECTURAL AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ALL AUTHORITIES HAVINGs JURISDlrTION. T-O.O _ TITLE SHEET OF THE FINAL CERTIFICATE OF OCCUPANCY, T-0.1 GENERAL NOTESENGINEER: 4, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS TECHNIQUES SEQUENCES OR PROCEDURES �'+ T-Q•2• G.C. NOTES: OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE�W •/ ORK, AND HE SHALL NOT BE RESPONSIBLE FOR THE ODE SYNOPSIS: T70.3 GENERAL NOTES_ _ ADA NOTES x DETAILS F NEW CONTRACTORS FAILURE t0 CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL .NOT CODE: BUILDING CODE OF THE STATE OF NEW YORK 2010 A-0,0 (OMITTED; �� I, GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL JOB CONDITIONS, DIMENSIONS AND _ ___ SITE PLAN OPER APPROVED SITE PLAN SET) Q� � T. B BE RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS AND/OR A-1.O PROPOSED EXTERIOR ELEVATIONS �<� DETAILS PRIOR TO CONSTRUCTION, THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO FLOOD DATA: ZONE 'X' — A-2,0 PROPOSED FOUNDATION PLAN � THE START OF CONSTRUCTION. 5. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS INSURANCE COVERAGE INCLUDING STATUTORY , A-2.1 _ PROPOSED FOUNDATION DEtAILS �- y ' I Cc w OCCUPANCY CLASSIFICATION: � r POLICIES (WORKER COMPENSATION, ETC.) AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT i5 MILLION AND AUTOMOBILE A-3,0 PROPOSED FLOOR PLAN m - ? 2. CONGEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE MULTIPLE USES- 2� LIABILITY AND DAMAGE COVERAGE NOT LE56 THAN $2 MILLION, THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL BUSINESS 'B' A'-3 1 DOOR < WINDOW SCHEDULES CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE FIRE-STOPPED IN POL�GIES. ACCORDANCE WITH PART R-602,8 - - — c�` � 493 �,/ COLD STORAGE 5-2 A-4,0 PROPOSED ,SECTIONS °q0 E S10� , /I E-1.0 PROPOSED ELECTRICAL PLAN 3. DRAWINGS ARE NOT TO BE SCALED: DIMENSIONS TO GOVERN. PROJECT COORDINATOR SHALL BE 6, PROVIDE 0,025" ALUMINUM TERMITE SHIELDS OYER FIBROUS INSULATION AT ALL PERIMETER SILLS. CONSTRUCTION TYP : — JEFFREY T. urLER, P.E, NOTIFIED OF ANY DISCREPANCIES, 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE CREOSOTED, NUMBER OF OCCUPANTS (USAd5LE Ai STRUCTURAL SET PER U.S.A. STRUCTURES SET DATED 8.23.2O 13 4. SPECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, t 8ALL BATHROOMS WITHOUT OPERABLE LI _ TITLE SHEET Q M . PERBLE WINDOWS TO BE MIEGHANIGALLY VENTILATED AS PER MGNYS. EXISTING: COMPONENTS 4 CLADDING Q EXISTING IMPROVEMENTS AND UTILITIES. OFFICE AR : (B I:�Y El -- — 9, HEATING TO BE DESIGNED TO PROVIDE 10 DEGREES F. IWITH OUTDOOR DESIGNED AIR-TEMPERATURE OF 0 DEGREES F. AND 15 5 ___ ROOF FRAMING 5. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL MPH WIND. Z1, 3 SQ. FT, / O S.F./PE ON •JPERSONS REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING CONSTRUCTION. GOLD STORAGE AREA: C -2 ROOF SHEETING 10, P 2,400 50. FT. / 1,000 S,F./PERSON =PERSONS ELEVATIONS QLUMBING INSTALLATION t0 COMPLY WITH PGNYS AND) THE SEWAGE DISPOSAL SYSTEM t0 MEET HEALTH DEPARTMENT E4 _______ CROSS SECTION ll.. � 6. NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND ST'�•."di7ARDS, ARCHITECT, SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING TOTAL BUILDING OCCUPANCY ■ 19 PERSONS STI __ STANDING SEAM ROOF TO THE ENGINEER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK. ST2 _ V 11, ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION CONSTRUCTION CODE. .ALL KNOCK-IN-BRIDGING_ �`! z 1, ALL MATERIALS ARE TO BE NEW A5 SPECIFIED HEREIN. ANY USED FIXTURES OR USED MATERIALS GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXtERIORt DOORS TO HAVE INSULATED GORES. ST3 STANDARD SECTIONS ST4 __ CANOPY 4 RAKE EXTENSION DETAILS W O 4 - z co � i W_ RE NOT ACCEPTABLE. 12. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER AND F1 ANCHOR BOLT PLAN Q I Q `Q ()- PROJECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER F2 _ ANCHOR BOLT REACTIONS 0 d P N >1 Q-- 8. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGIINEER, CONTRACTORS, AND BUILDING MANAGEMENT, APPLICANT: �PPL I/^ Jl 1�I T_ � ayf�kl�L F3 _ ANCHOR BOLT DETAILS (L/ z Q Q 13. THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR JOE PFAFF Z O nl S. GENERAL CONTRACTOR SHALL MAKE GOOD AT HIS OWN EXPENSE FOR GLASS BROKEN DURING REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT. CONSTRUCTION. LAUREL LINK COUNTRY CLUB Lu 01 Lu O 0 6400 MAIN ROAD 10. UPON COMPLETING OF ALL WORK BY G.G„ AND OTHERS, GENERAL CONTRACTOR SHALL GLEAN I--� :3Q NY 11948 ENTIRE AREA INCLUDING GLASS, MIRROR, INTERIOR AND EXTERIOR WINDOWS, FLOORING, CARPETING LAUREL, a H V O O AND ALL OTHER FINISHED SURFACES 4 PRESENTED AS NEW, ULL i IL ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE GLASS TO BE REMOVED. INSTRUCTIONS FOR THE IN5TALLMRSGO�� O� UJO��G: `� A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING t0 THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION LL 12, ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND CATALOG - C-2009). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO 1, INSTALL EROSION CONTROL MEASURES BEFORE COMMENCING WORK. O COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CON51DERATION SHALL FAIL. 16D FASTENERS ARE COMMON NAILS (8 GA x 3 1/2") AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA x 3 1/4") 1 GRADE PER PROPOSED CONTOURS, EXCAVATE, STOCKPILE SOIL PER BE BROUGHT t0 THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO UNLESS OTHERWISE SPECIFIED, PARTIAL SITE PLAN. o INSTALLATION. p, BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE BOLT 3, INSTALL PROPOSED RETAINING WALL, BUILDING FOOTING, FOUNDATION Z Z 111 DIAMETER (PER THE 1997 NDS SECTION 8.1.2.1.), AND SLAB (INSTALL PROPOSED SANITARY PIPING). 13- ALL MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. 4. PROVIDE PROPOSED SANITARY SYSTEM AND STORM DRAINAGE U o 4 D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED 8Y OSHA. STRUCTURE. .7 Q 14. REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A GLEAN AND WELL E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES AND SAFETY 5- CONSTRUCT MAINTENANCE BUILDING ADDITION. — —� KEPT ENVIRONMENT FOR THE STAFF. PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S. STANDARDS, PAGr=: F, PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL TOOLS MAY 15. FRAMING, CONCRETE, ROOFING, HVAC, PLUMBING AND ELECTRICAL CONTRACTORS ARE BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED S c c2(( rIC D RESPONSIBLE FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB, IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED, FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT, G. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER �000 U- SHALL NOT EXCEED 1/8' PER ASTM TEST STANDARDS. O H, FOR HOLDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION j O GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT. I � O THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE -- - THESE RESTRICTIONS. O PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WIaTH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF O — i