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Home My WebLink About36659-Z g'4fFOt,f Town of Southold Annex 4/16/2013 P.O.Box 1179 z 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36197 Date: 4/16/2013 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 4715 Gt 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 11/14/2008 pursuant to which Building Permit No. 36659 dated 8/26/2011 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: alter existingstorage torage area of country club to locker/toilet room as applied for. The certificate is issued to Laurel Links Country Club (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-08-0011 1/5/09 ELECTRICAL CERTIFICATE NO. 36659 8/8/13 PLUMBERS CERTIFICATION DATED 4/15/13 Nicholas Zoumas Au o ' ed S' ature TOWN OF SOUTHOLD 4�gOFED(„�coG BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY o . 'JJpl of P r 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#: 36659 Date: 8/26/2011 Permission is hereby granted to: LAUREL LINKS COUNTRY CLUB P.O. BOX 307 LAUREL , N.Y. 11948 To: INT/EXT ALT/ADD TO EXISITNG COUNTRY CLUB(CONV. OF STORAGE AREA TO LOCKERITOILET ROOM) AS APPLIED FOR.--SPR L�!-EWSY(S—f--UNDER�SEP-t?_ERMI.T. RE-PS► L-XPIREDTBU�II-DINC-'PERMIT # :14330� At premises located at: 4715 GREAT PECONIC BAY BLVD LAUREL, N.Y. 11948 SCTM # 473889 Sec/Block/Lot# 125.-4-24.23 Pursuant to application dated 11/14/2008 and approved by the Building Inspector. To expire on 2/26/2013. Fees: PERMIT RENEWAL $611.20 Total: $611.20 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 34b PERMIT NO. 34383 Z Date JANUARY 12, 2009 Permission is hereby granted to: LAUREL LINKS COUNTRY CLUB 6400 MAIN RD PO BOX 307 LAUREL,NY 11948 for INT/EXT ALT/ADD TO EXISITNG COUNTRY CLUB (CONV. OF STORAGE AREA TO LOCKER/TOILET ROOM) AS APPLIED FOR. SPRINKLER SYST. UNDER SEP. PERMIT. at premises located at 4715 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 125 Block 0004 Lot No. 024 . 023 pursuant to application dated NOVEMBER 14 , 2008 and approved by the Building Inspector to expire on JULY 12, 2010 . Fee $ 611 . 20 zed Sig ture ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date.. 41 New Construction: Old or Pre-existing Building: (check one) Location of Property: �y t7� M�f\ 91-11 L—c..J c<-1 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: / Permit No. T UrqDate of Permit. f �� Applicant: COva Health Dept.Approval: �Vl,� Underwriters Approval: Planning Board Approval: /Vin ii Request for: Temporary Certificate Final Certificate:cater (check one) Fee Submitted: $ (5 U `Appl' t Sign r sulFoc� Town Hall Annex 0� COGS Telephone(631) 765-1802 54375 Main Road o Fax (631) 765-9502 P.O. Box 1179 0 Southold, NY 11971-0959 y�jp� �.ap! roper.richert(cDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Laurel Links Country Club Address: 4715 Great Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit#: 36659 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 1st Floor Pool New Renovation 2nd Floor x Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 17 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 15 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 47 CO Detectors Sub Panel 1-10C A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures H Time Clocks Disconnect Switches 19 Twist Lock Exit Fixtures TVSS Other Equipment: 2-exhaust fans, 9-combination "exit-emerrgency" fixtures Notes: Inspector Signature: Date: April 8 2013 Electrical Certificate.xls CERTIFICATION Date:�i�� Building Permit No. Owner: 0✓r �� I�f Co�d�!�� [UL (Please print) i 1 Plumber: —zc.)V I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this /S day of APK/c.._. 20_/3 JANET V.STEWART NOTARY PUBLIC STATE OF NEW YORK SUFFC:'..!,COUNTY Notary Public, 5GlGGU I COMM.EXPIRES Nle— County N c mbe53o,20 1° _ OF SO(/Tyo� TOWN OF SOUTHOLD BUILDING DEPT. `Al 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLOD. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [AMECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ANSPECTOR �- OE SOUTyo� Coulon TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION FOUNDATION 1ST KROUGH' PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ RAMIN /9PING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �--J4. _ q DATE °�' J ( `lam INSPECTOR ' pF SO(/r�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802, INSPECTION- I FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0&� INSP lei � -j s i� DATE z` ��INSPECTOR OF SO�T�,o� �y�0UHT1,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND <INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE.A CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE b2-- r°pv- /,P-- INSPECTOR �1 SO(/j�,o� � �'Y�OUNi`I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . [ ] FOUNDATION 1ST [ ] ROUGH .PLBG.. [ ] FOUNDATION 2ND [ ] INSULATION. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: w I DATEeL `�� INSPECTOR Of SOUlyo� �ZJ C.0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . . [ ] FOUNDATION 1 ST [ ] ROUGH .PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [Y]-ELECTRICAL (FINAL) REMARKS: DATE `'L f INSPECTOR ` OF SOUT�o , • �o courm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULAT ON [ ] FRAMING/STRAPPING NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: ` /Ala DATE / INSPECTOR 6 Fisher651802x5028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page / NOTES ESTABLISHMENT 1,t1�tGS s/b/I DATE COMMENT 1 FireNotes FIELD INSPECTION REPORT DATE COMMENTS 17 FOUNDATION(1ST) H ------------------------------------- FOUNDATION(2ND) H ROUGH FRAMING& � H PLUMBING 1� INSULATION PER N.Y. O, H STATE ENERGY CODE v -3CIO _ FINAL \ ADDITIONAL COMMENTS elll\�\ O a m. t o C� H d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ' SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. co� (38� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined , 2- 20 t Storm-Water Assessment Form 4- �8 Contact: Approved //Z—,20 001 Mail to: Disapproved a/c Phone: r----.Expitation ;-7,20 le' (1 Building Inspector I �F/1 2008 U APPLICATION FOR BUILDING PERMIT LUUU Date r� ,20 e j DG-- DEPT. INSTRUCTIONS T WN FS .�IT+ or a... is a trca 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. (E�� rg €-applie or name,if a corporation) L•/W,;1" - , R I --t`"y."Alo, 4, � (Mailing address of applicant) [ I State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ( 7 Name of owner of premises C.A U L•/V I4s 4w J` cG u-b (As on the tax roll or fatest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. I—& p Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block U Lot a �3 Subdivision/'Y)p® f,'r /—A g/L JU Filed Map No. Lot . r 2. State existing use and occupancy of pr ises and intended use and occupancy of proposed construction: a. Existing use and occupancy N12"✓A it- -ti 7-0, G1-y.;; b. Intended use and occupancy A& u "V t,ti CGh cg 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost X':x) UC:z7 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units W #- Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. -n> 1 7. Dimensions of e3isti structures,if any:Front I'?.x�' Rear Depth S7 Height S!n/77 Number of Stories_ Dimensions of same structure with alteration!�/or q(�ditions: Front I Zo Rear /2y Depth rC Height -3 s/O ' Number of Stories cP, 8. Dimensions of entire new construction:Front Ili 1A —Rear Depth Height Number of Stories 9. Size of lot:Front 3 Zed /C41) Rear 3:?-,C 0, 41 Depth cry K4!- %Sie A GILD 10.Date of Purchase /999 Name of Former Owner 11.Zone or use district in which premises are situated —� 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO ✓Will excess fill be removed from premises?YES_NO LA v,.26-L_ 14.Names of Owner of premises Address Phone No. Name of Architect &77zteA,1 Addresses 4/AAe_ST Phone No 63 Name of Contractor A D Address 12 t 4-H-A D Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO L,--- *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 NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COU.NTTY'OF�II Ffu�t r. 8V being duly sworn,deposes and says that(s)Qs the applicant (Name of rddi/ividual signing contract)above named, (�is the G 1,61 MSwf._ ll// (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this !A Ah day of N-OVern{JRV 20Oar' A, Notary Public re of Applicant GINA A.LOCKE No.01 L06057960 Notary Public,State of New York Qualified in Suffolk County My Commission Expires 04/301201 I Town of Southold 00, Erosion, Sedimentation & Storm-water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. —————————————————————————————————————————----------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? L (This item will include all run-off created by site clearing and/or constFuction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? A14 This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ✓ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? — 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way?, — 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ ✓ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ---------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural-Project? Note: .If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! ———————————————————————————————————————————————————— STATr OF NEW YORK, COUNTY OF Jld ul.K..................SS Thal 1, ..V... .: }... s....�? ZZ.O". ............... being duly sworn,deposes and says di, lie is the applicant for Permit, (Name of individual signing Document) Anddla h /she is the ................:.......................................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or rcpreseiltaUVe of the Owner of Owner's,and is duly audlorized to perform or have performed Cie Said\vork and t0 make all(]Ille this al)I)Ilcatloil; that all statements contained in this application are true to the best of his knowledge and belies;and that the wort:will be performed in the inanner set forth in the application Fled herewith. Sworn to before Inc tills; .............. ................... day of...N PY.QyJV. ...... ,20.o2 t / GINA A.LOC�KE Nolary Pnbllc: ...... `O�-� >,,,,,,,,,Ne No.01 L06687960 ................... .. taryPublic,•st eofNewYorrk ................ ....A�of�A�pplicant) ............................. Qualified in Suffolk County nat My Commission Expires 04/30/20 I FORM - 06/67 Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631)_765-9502 P.O. Box 1179 roger.richert(@town.southold.ny.us Southold NY 11971-0959 BUILDING,DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: DECEMBER 17, 2012 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 COUNTRY CLUB . ADDRESS: E4715 GREAT PECONIC BAY BLVD. CROSS STREET: LAUREL NY 11948 PHONE NUMBER: �G °V l PERMIT NUMBER: 36659 TAX MAP DISTRICT: Section: �7,s Block: !_� Lot:' � �Z BRIEF DESCRIPTION OF WORK: RENOVATION / ALTERA N Is job ready for inspection: ASAP Do you need a Temp Certificate: NO TEMP INFORMATION (if needed) t N� Service Size New Service Additional InfaIrmation PLEASE SCHEDULE ROUGH INSPECTION FOR WEDNESDAY DECEMBER 19, 2012 S U t Southold Town Building Department S 54375 Main Road Permit#: 34383 Southold,New York 11971 Permit Date: 1/12/2009 o (631)765-1802 Expiration Date: 7/12/2010 Parcel ID: 125.4-24.23 BUILDING PERMIT RENEWAL LETTER Dated: 2/24/2011 Applicant: LAUREL LINKS COUNTRY CLUB Location: 4715 GREAT PECONIC BAY BLVD LAUREL,N.Y. 11948 Work Description: COMMERCIAL ALTERATION INT/EXT ALT/ADD TO EXISITNG COUNTRY CLUB(CONV. OF STORAGE AREA TO LOCKER/TOILET ROOM)AS APPLIED FOR. SPRINKLER SYST. UNDER SEP.PERMIT. A FEE OF $611.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: LAUREL LINKS COUNTRY CLUB Address: P.O. BOX 307 LAUREL,N.Y. 11948 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. Jkq THANK YOU, 00 SOUTHOLD TOWN BUILDING DEPT. Laurel Links Country Club February 28, 2011 Michael Verity Southold Town Building Department 54375 Main Road Re: Permit#34383 Southold, NY 11971 Issued 1/12/09; Expired 7/12/10 Dear Mike: Reference is made to the above building permit.We intended to commence work on this project back in 2009 but were forced to hold off due to the economic downtown. No work of any kind was done with regard to this project/permit. There is a good possibility that we will undertake this project over the winter of 2011-2012.We understand that a renewal fee of$611.20 updating the permit would need to be paid prior to the commencement of any work. Thank you for your understanding and please feel free to contact me if you have any questions or concerns. Sincerely, ?-7,0, t�� '. ., - �"I D E E. " E Joseph P. Pfaff MAR - 2 2011 General Manager BLDG.DEPT. TOWN OF SOUTHOLD P.O. Box 307 • Laurel, New York 11948-0307 • 631-298-4300 • Fax 631-298-4372 • www.laurellinkscc.com ,t JSU adk Southold Town Building Department % %" 1 54375 Main Road Permit#: 34383 y Southold,New York 11971 JZF Permit Date: 1/12/2009 o 9) (631)765-1802 Expiration Date: 7/12/2010 Parcel ID: 125.4-24.23 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/22/2011 Applicant: LAUREL LINKS COUNTRY CLUB Location: 4715 GREAT PECONIC BAY BLVD LAUREL, N.Y. 11948 Work Description: COMMERCIAL ALTERATION INT/EXT ALT/ADD TO EXISITNG COUNTRY CLUB(CONV. OF STORAGE AREA TO LOCKER/TOILET ROOM) AS APPLIED FOR. SPRINKLER SYST. UNDER SEP.PERMIT. A FEE OF $611.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: LAUREL LINKS COUNTRY CLUB Address: P.O. BOX 307 LAUREL , N.Y. 11948 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Butler Engineering 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 D E C E Fax: (631) 727-8033 SEP 2 6 2012 LETTER OF TRANSMITTAL DATEPL G9?26.2012 PROJECT NO.: Laurel Links - Revised TOWN CF SOUTHOLD Permit TO: Mike Verity FROM: Jeffrey T. Butler RE: Revised Permit WE ARE SENDING YOU: ® Attached ❑ Under Separate Cover Via The following items: 0 Prints ❑ Sample ❑ Specifications 0 Plans ❑ Document ❑ Shop Drawings Letter ❑ Change Order COPIES DATE NO. DESCRIPTION 3 9.19.201 14 Revised site plans 2 THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For your use ❑ Resubmit copies ❑ Submit copies for distribution ® As requested ❑ For signature ❑ Return corrected prints ❑ For review and comment ❑ Forbids due ❑ Returned for corrections ❑ Prints returned after loan to us REMARKS: Please the revised 9.19.12 Permit set for your review and approval. COPY TO SIGNED If enclosures are not as noted,kindly notify us at once COMGweck Software Version 3.3.0 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date: 11/14/08 Data filename:V:\Mlsc—JOBS\Misc Jobs 2007\070022 Laurel Links-Club House Renovation\comcheck.CCK.cck Section 1: Project Information Project Title:Laurel Lnks Country Club Construction Site:, Owner/Agent: Designer/Contractor: Laurel,NY 11948 Joe Pfaff Jeffrey Butler,P.E. Permit Date: 11-14-08 Laurel Links Country Club 206 Lincoln Street Main Road Riverhead,NY 11901 Laurel,NY 631-208-8850 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 11b Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Project Type: Addition Vertical Glazing/Wall Area Pct.: 16% Activity Tvoe(sl Floor Area Other 1646 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 1646 30.0 0.0 0.035 0.059 Exterior Wall 1:Wood Frame,Any Spacing 1280 21.0 0.0 0.062 0.090 Window 1:Vinyl Frame:Double Pane with Low-E,Tinted,SHGC 180 -- --- 0.390 0.598 0.87 Door 2:Glass,Tinted,SHGC 0.53 21 --- --- 0.390 0.598 Floor 1:All-Wood Joist/Truss 1646 30.0 10.0 0.025 0.055 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. 4. 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. 5. Fireplaces installed with tight fitting non-combustible fireplace doors. ❑ 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. 7. Cargo doors and loading dock doors are weather sealed. ❑ 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Laurel Lnks Country Club �� Page 1 of 9 rI 9. Vapor retarder installed. 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 New York State Energy Conservation Construction Code requirements in COMcheck Version 3.3.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,such plans or specifications are in compliance with this Code. Name-Title Sig l-- Date Project Notes: C` U NEB Locker room addition to existing building under existing space(storage) T. ��' �. ♦t' w 2�FOA 073493 FES S10NP Laurel Lnks Country Club �� Page 2 of 9 COMcheck Software Version 3.3.0 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date: 11/14/08 Data filename:V:\MISC_JOBS\Misc Jobs 2007\070022 Laurel Links-Club House Renovation\comcheck.CCK.cck Section 1: Project Information Project Title: Laurel Lnks Country Club Construction Site: Owner/Agent: Designer/Contractor: Laurel,NY 11948 Joe Pfaff Jeffrey Butler,P.E. Permit Date:11-14-08 Laurel Links Country Club 206 Lincoln Street Main Road Riverhead,NY 11901 Laurel,NY 631-208-8850 Section 2: General Information Building Use Description by: Activity Type Project Type: Addition Activity Tvae(Q Floor Area Other 1646 Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 1646 0 YES (] 2. Exit signs 5 Watts or less per side. Exterior Lighting: I] 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching, and Wiring: Lj 4. Independent controls for each space(switch/occupancy sensor). Exceptions: 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. I] 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas greater than 250 sq.ft. I] 8. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. Laurel Lnks Country Club � � � Page 3 of 9 Fi 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. Lj 10. Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: . Electronic high-frequency ballasts;Luminaires not on same switch. ❑ 11. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Laurel Lnks Country Club A Page 4 of 9 C® check Software Version 3.3. Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename:V:\MISC—JOBS\Misc Jobs 2007\070022 Laurel Links-Club House Renovation\comcheck.CCK.cck Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Watts/ft2 (B x C) Other 1646 1 1646 Total Allowed Watts= 1646 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. Total Actual Watts= 0 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 1646 Total Actual Watts= 0 Project Compliance= 1646 Laurel Lnks Country Club �� Page 5 of 9 COMcheck Software Version 3.3. Mechanical Compliance Certificate New York State Energy Conservation Construction Code Report Date: 11/14/08 Data filename:V:\MISC—JOBS\Misc Jobs 2007\070022 Laurel Links-Club House Renovation\comcheck.CCK.cck Section 1: Project Information Project Title: Laurel Lnks Country Club Construction Site: Owner/Agent: Designer/Contractor: Laurel,NY 11948 Joe Pfaff Jeffrey Butler,P.E. Permit Date: 11-14-08 Laurel Links Country Club 206 Lincoln Street Main Road Riverhead,NY 11901 Laurel,NY 631-208-8850 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 11b Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Project Type: Addition Section 3: Mechanical, Systems List Quantity System Type&Description 1 HVAC System 3:Heating:Duct Furnace,Gas/Cooling:Field-Assembled DX System,Capacity<65 kBtu/h, Evaporatively Cooled Condenser/Single Zone 1 Water Heating 1:Service Water Heater w/Heat Trace Tape Installed Section 4: Requirements Checklist Requirements Specific To: HVAC System 3 : ❑ I. Equipment minimum efficiency:Duct Furnace(Gas):80%Ec ❑ 2. Specified equipment consists of field-assembled components-efficiency documentation provided Requirement's Specific To: Water Heating 1 rl 1. Heat traps in inlet/outlet fittings 2. 1/2-in.insulation on 8 ft of inlet/outlet piping if no integral heat traps 3. Automatic on/off control required for systems using heat trace tape Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system I] 5. Thermostatic controls has 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup Laurel Lnks Country Club �� Page 6 of 9 - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations Lj 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow,>3,000 cfm 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 12. Hot water pipe insulation: 1 in.for pipes—1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigerant/brine pipe insulation: 1 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:Piping within HVAC equipment - Exception:Fluid temperatures between 55 and 105 degrees F - Exception:Fluid not heated or cooled - Exception:Runouts<4 ft in length 13. Operation and maintenance manual.provided to building owner 14. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State 15. Newly purchased service water heating equipment meets the efficiency requirements 16. Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies 17. Stair and elevator shaft vents are equipped with motorized dampers 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 New York State Energy Conservation Construction Code requirements in COMcheck Version 3.3.0 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title 9 ure Dal' NE T.BUj��O,�j I W CFO 07 Aq pAOFESSIO�P� Laurel Lnks Country Club �� Page 7 of 9 COMcheck Software Version 3.3.0 Mechanical Requirements Description New York State Energy Conservation Construction Code Report Date: Data filename:V:\Mlsc—JOBS\Misc Jobs 2007\070022 Laurel Links-Club House Renovation\comcheck.CCK.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 3 : 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency:Duct Furnace(Gas):80%Ec 2. The specified cooling system consists of field-assembled components.Documentation must be submitted showing the system meets New York State Energy Conservation Code equipment efficiency requirements for a comparable package equipment type and capacity range. Requirements Specific To: Water Heating 1 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections.Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a) the first 8 ft of outlet piping from any constant-temperature,noncirculating storage systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe insulation must be at least 1/2 in.and have a conductivity no>0.28 Btu-in/(h-f:2-degrees F). 3. Systems using heat trace tape must have a time switch control that can automatically turn off the system during unoccupied hours. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity maybe greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates'>3,000 cfm of outdoor air and all exhaust systems must.have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, Laurel Lnks Country Club Page 8 of 9 ' unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems:1 in.for pipes -I nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter,Chilled water,refrigerant,and brine piping systems:1 in. insulation for pipes1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping:1 1/2 in. insulation for pipes1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. - Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 15. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State Energy Conservation Code.New service water heating equipment can be assumed to meet these requirements. 16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. 17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use.Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. Laurel Lnks Country�Club� Page 9 of 9 w Gypsum Wallboard Partitions / Wood Framing (Load — Bearing) No. Fire Rating Ref. Design No. Description STC Test No. SINGLE LAYER FIRE — SOUND 2 1 hr. UL U305 5/8"(15.9mm)Fire—Shield Gypsum Wallboard or 5/8" 35 NGC 2403 GA WP 3605 (15.9mm)Fire—Shield MR Board nailed both sides 2 x 4 (38 mm x 89 mm)wood studs,16"o.c.(406mm). D ECGE OCT 18 2012 BLDG.DEPT. OWN OFSOUTHOLD LOCKER&TOILET ROOM ADDTIONS FOR: LAUREL LINKS GOLF CLUB PAGE: JEFFREY T.BUTLER,P.E.,P.C. LAUREL,N.Y.11948 P.O.BOX 634 SK- 1 SHOREHAM,NEW YORK COUNTY OF SUFFOLK TOWN OF SOUTHOLD TEL.:631208.8850 FAX:631.727.8033 JOB No.: 070022 DRAWN BY: DAB DAND 'BUfIGA DATE: 10.17.12 APPROVEDBY: JTB of 1 i'• -NYS`UNIFORM'FIRE'SPREVENTION'ANp B'UItDiNG"C.QD'E ' ':`'-:COMMERCIAL'&:MOLTIPL'E DWELL ING.00GQ*OANCIES-: : ' i ;NYS BUILD�ING::CQDE B.: : Date:..! "NYS:FIRE CObE' :.Reviei�er: : . I�,YS'PLUMBING'CODE•(P)• � , .: � :: '• . . i NYS-MECHANICAL,6ODE M , . ::NYS,IFUEL GAS:CODE;(FG). . til�'S.ENERGYCO.0E (E). . .. . .,Req'd :or Allowed : Actual. "Topiq, •�, , 'S�cfionl. :, ' 1: Occupancy B=302 2, '- ;Ty pe of Construction B-Table 601 ' :3 •HeigFitA Bldg Area: B-503• 1 Tabular A;ea B-Table"5.03 ' r $dories;allowed }' Tabular Height t 4 Heightt-Modif'atioris B-504 Sprinkler Tabula,Height(feet) hn Tabular-Height(story.)'' Increase Allowed i' Total.Height AHOWed I 5 Area Modifications. B-506 (See work sheet) Area increase formula I=q 5' Frontage B-506.2 Eq.5-2 (P) perimeter of bidg (F)frontage of bidg i (W)width,.open space . Sprinkler "B-503.3 Single story, 300% Multi;story o Total Area.Allowed • � .� � ��s/-ems Page-1 of 8 1 No Topic. Section Req'd or Allowed.' Actual ;Atriums B-404 Definition. 13-.404.1:1' Sprinkler-Protection 13=:404 3 E Smoke Control B-404.4, Enclosure B-404.5 Auto Fire.6etection -B-404e6' Interior. Finish - 8-.404.8 TraVei Distance "8-404:9 7 Vstance,-Separatiori B.-Tb1602 :. Exterior Wall Openings :8-Tbl--704.8 'Eire Rated Const'n :Incidental Use Areas B-Tbl 302.1.1 'Accessory Occupancy B-302.2 Mixed'Occupancy B7Tbi-302.3.3 Fire Walls B=705 T . . / Fire`Barrier B-706'. Shaft:Enclosure B=707 21 Fire.P:artition` B'*708 Smoke Barriers : B-709 !Opening Protectives B Tbl 7142•. .`. Fire:.Blocking: B-716. Draft'Stopping B-71 G'.3 tnterio�,Fi.riisFies"' B-Tbl 803A, 9' Inte�ior,'Environment �llirr.:Rrn: Dimensions'- B-1207.1. Min.:Ceiling Height B=120.7.2 Ventilation 13-1202.1 Light 8=,1204.1 Page 2 of 8 1 No Topic Section Reg'd or Allowed Actual 10 Exits =Occupant Lo..ad B Tbl 1003.2.2 One.Exit Permitted B Tbf 1005.2.2 Egress Width B- 1003.2.3 (per occupant) Ceiling Height .B 1003.2.4 Exit Signs, ' -B 't0 .1611 Egress Illumination! 13.1.0442-f1 11 Egress Components, Door:S.ize ` B--1-003.3.1.1 : Door Swing 13- 1003.3.1'.1 Locks'.FLatches 13-1003.3.1:8. Ranic.Hardware 13- 1003.3.1.9 Stairs i Width B-1003.3.3.1 Headroom B-1003.3:3.2 Tread /Riser- B=1003.13:3 ' l' Vertical rise B-1-003.3.3.6 Handrails : 1003:3.3:11 12 Ezit'Acces§ ' :Remoteness B.-1004:2,2.1 Q Travel Distance'. B-1004.2;4 j U Corridors Fire Rating B-1'U04; Width B-1004:3.2.2: Dead�ends B-10Q4.3i12.3, 13 Exterior:Wall . , ., B-TbI 1405.2. ; Covering:'s: � .. Combustible:Finishes B-Tbi 1406.2 14 ' . Roof Assemblles Chapt 15' Material types) . Page 3 of 8 No: Topic::. Section Req'd or Allowed: Actual 15:'' Structur'.af,_ •' : :: .',: . Snow Load:,Ground B F1g;1608.2: :Snow Load Roof: ASCE 7�98 ' ak' Drifting Snow B-16081 Ponding,.. B=160;8,:3.5 'flogr Loading $�Tbl:1`607' 1' w Balcony.to`eding. .. :B-Tb1�16071 .. . `F.lovd'.P�aln: VA601!-6 Wind'L oadirig B-1609.. Seismic Lnading (calc .' B=16'1.4: . . °Foundation•Depth ` :B- :80 :2. r .:16 :Swimming Pools'' B=31;Q9' /V 47, ` 'El Oda . . . :Exit:Signs ,B=10012:10 ; Emer-gericyLights B-1003^.11 Eine�gency Power: B-109`3.2.11,2 ' i . -77 48 '. .'HIC-`AC..CESS: ;'•:.::`'. Exempt BuildingsB=11.04A. ' 8,Tb1:11'06:1 Route: ':-B-; 104.1 ECitrance; B='11.051 #'of Sleeping'fdo'ms B Tbl='1.107:6.`1.'1 -#of.DwelliAg;.Wb B-1.107.6.2. Toilet-Facilities. , :Servi'ce.Counters B-11-09.12.3 'Supplemental ' Appendix E Raquireim el' nts Page 4 of 8 h . No Topic Section. Req'd or'Allowed Actual 19 Fire Protection,Eq'p Sprinkler Systems 17=903 Extinguishing Systems F-904 Standpipe"Systems F-905 Fire Extinguishers F=900 Fire'Alarm Systems F-907 Smoke Detection F-907 Hi-Rise Fire Safety F-907.2.12 Visible Alarms F-Tbl 907.10.1.2 Smoke control F-909 Smoke Vents F-910 fire Pumps. F-913 : Kitchen Hood.Ext' 1 17=609.8. 20 Plumbing Code Fixture Count P-Tbl 4011 Water Supply ll Service'`PiPe'Size P-603. Fixture*Pipe Size P-603.1 Pipe'-Material. -P-Tbl 604.5 Labor Law Art. 10-A NYS-904�6: .Pipe Irisulation Energy Code LavrnIirrigation P-608.16.5 Pipe°Freezing . 1F-305.6 . SanitaryDrainage Drain Pipe Size P-Tbl 709.1 D.ralri Pipe Material P-702 Vent Size. P-Tbl 910.4 Pipe Hangers .P-Tbl 308.5 Air Admittance Valves; P-917 Page 5 of 8 No..: ,Topic Section '..Req'd qr Allowed ...,Actual 21 Mechanical-Code ,Ventilation Rates- M Tbl,403.3 ' Propane Below Grade ��M-502.8.10..1 Dryer Exhaust M-504 `Kitchen-Exhaust M-506 Kitchen:Hoods M-507 'Kitchen'Make=Up:Air. :M-508 Chimney Termination .M-Tb1511.2 Alr.'Pl'enums M7602:' . :Fire &Smoke Darripers . .�:6A7.5.1 Combustion:Alr. M-701 conflneff Spaces—Def. M-202 22 Fuel Gas Code, Appiiance Location FG-303 Combustion Air FG-304 ` :Clearance td:Combust. FG-Tbl 308.2 Pipe Material FG-403 Shut Off:Varies FG=409 Chimney Termination•: 'FG=Fig. 503.5.4 Gas.VentTerrriination FG-Fig: 503.6:6 f . Exit Terminal.Location FG-503:8, Clothes,Dryer'.Eichaust FG-613` lJnvented:Room Heater FG-620 23' 'Energy,Code , ; Chapter 7' A$HRPaE) E-701. . � n ' Chapter$ n V Building Envelope: E-802 ( . Mechanical Syi tem; E-803 Service Water Heating : :,E;-804 :I:ighting and P,awec.` E-80 ;Total Builditig'`Perf E=806: •. Page 6 of 8 Gypsum Wallboard Partitions / Wood Framing (Load — Bearing) No. Fire Rating Ref. Design No. Description STC Test No. SINGLE LAYER FIRE — SOUND 2 1 hr. UL U305 5/8"(15.9mm)Fire—Shield Gypsum Wallboard or 5/8" 35 NGC 2403 GA WP 3605 (15.9mm)Fire—Shield MR Board nailed both sides 2 x 4 (38 mm x 89 mm)wood studs,16"o.c.(406mm). 0 CT 1 8 2012 BLDG. L Lob' TOWN OFOF SOUTOUTHOLD LOCKER&TOILET ROOM ADDTIONS FOR: LAUREL LINKS GOLF CLUB PAGE: JEFFREY T.BUTLER,P.E.,P.C. LAUREL,N.Y.11948 P.O.BOX 634 SK- 1 SHOREHAM,NEW YORK COUNTY OF SUFFOLK TOWN OF SOUTHOLD TEL.:631.208.8850 FAX:631.727.8033 JOB No.: 070022 DRAWN BY: DAB awe-A.e�m.ea DATE: 10.17.12 APPROVED BY: JTB of 1 R� to Y 6r 1 } Y Q r { ytf O i ■ � �3� G � � . G 3 0 t? { . �S F .a r� g X 1 � •� �� ,ram: �. � � � :� . r R , R t F .r ✓� 0 Lj �. • .w. _y r `li 3 a - - >:�. 4 u SPRINKLER NOTES CONTINUED: SCOPE OF SUBMITTAL: 16. ALL 5PRINKLER5 SHALL BE OF AN APPROVED TYPE WITH PROPER TEMPERATURE RATING. 0 THE WORK PROPOSED 15 CLA551FIED AS A ALTERATION - 11. APPLICABLE SECTIONS OF ACCEPTANCE TESTS, 1-11 OF NFPA 13,5HALL BE COMPLIED WITH. o LEL 2 (SECTION 304) OF THE NEW YORK STATE BUILING - M[ 2010 EDITION r. NTRAGTOR SHALL BE RE5PON51BLE FOR OBTAINING 51GN OFF FROM ALL AGENG E5 ■ .,� , 9 I8. GO - 4 t I a AND NOTIFY AME PRI OR TO ANY TESTING. A S..�. �. HAVING JURISDICTION SHALL H VI Y 9v. r SPACE R FI T A =.A TO EGON CURED I 5 DER EX 5 { s; fl p[f 4 N y b CE THE PROP D I R RO ALTERNATE N FOR SIDE WALL MOUNTED SPRINKLERS IF PROPOSED USE S LOOKER Iq. CONTRACTOR TO SUPPLY ALTE PLAN N d _ �- . r ??T � Zu' y K � .,.�. - iF' "1".e, F''-.t `` e , 1,r 5'° j q '.. .� i :'''nir, �'-';x!, SaX `+e r' ..' r ,,. _u. :ti { f .;1 ` ,^• TROOM SPACE. THIS PROPOSAL IN�GLUD q/. q. :.t ,:.. ;, .•;,, { , ;. DESIRED. APPROVAL IS REQUIRED BY OWNERS ENGINEER AND LOCAL AGENCY HAVING ;P ' t. ,,., G .,a'i ''d '.atA a's.r 'r,7J ",'9 .d t a.v ..:....n, '� ITIONAL SET OF STAIRS AND EGRE'S5 DTHE b°,.,,: ? I -C '" = , JURISDICTION. f' P ED SPACE T P N PA N THE 05 5 G O O E 5 GE O t; , ,q s �� d 3' s• N .� 4i..di:.'ew .Y4 .w-.a•h.aar<�:r ..x .b...wuw: r✓..aei .r.:..,:,:siuut `hw�>��, - BUILDING. _ « ,. .m -.-, .. _ µ .,�, .. };. ; t„ y , . , . „ k , - - .. ,. .h. . .• - - �'"-A 20. HANGER SPACING AND INSTALLATION SHALL CONFORM TO NFPA 13-3. E THAT THE NET GHAN O CLUB MEMBERSHIP DOES NOT 21. ALL SPRINKLER l cA05 TO BE MANUFACTURED BY VIKING' OR APPROVED EQUAL. CHANGE NOR DOES THE NET AMOUNT OFF LOCKERS WITHIN THE FACILITY. 22.NEW WATER SUPPLY TO BE INSTALLED PER 5GWA STANDARDS AND SUBJECT TO LOCAL. ZI p� APPROVAL. Q o ry SEE SHEET 12 FOR CODE ANALY515. o GENERAL ELECTRICAL NOTES N GENERAL NOTICS GENERAL MECHANICAL NOTES I. THE EQUIPMENT ROUGH-INS AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. 2q. ALL WIRING SHALL BE IN EMT RIGID GALV. STEEL OR PVG CONDUITS AS NOTED HERE HOWEVER, IN SOME IN5TANGE5 THE OWNER OR SUPPLIER MAY W55TITUTE OR THE EQUIPMENT EXCEPT NOTED IN NOTE - 26. MINIMUM BOLT OR LAG SCREW SIZES FOR 1. GENERAL CONTRACTOR SHALL V151T THE SITE rAND VERIFY ALL JOB I. MECHANICAL (HEATING,VENTILATING ,AIR CONDITIONING AND PLUMBING CONTRACTORS MAY VARY FROM WHAT 15 SHOWN. THEREFORE,THE CONTRACTOR SHALL VEFRIFY ALL SIDE OF BEAM INSTALLATION CONDITIONS,DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. THE SHALL COORDINATE ALL DUCTWORK, PIPING, AIR DISTRIBUTION DEVICES AND OTHER CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE 0)1= THE 30, ALL ELEGTRIGAL INSTALLATIONS SHALL BE AS PER LATEST NEC, AND LOCAL CODES. CONDITION SHALL BE NOTIFIED ET ANY DISCREPANCIES OR OMISSIONS WHICH CONTRACTOR TO VERIFY THOSE DIMENSIONS SHALL PLACE THE RE5PON515I1LITY FOR ANY PIPE 51ZE SIZE OF BOLT OR LA6 SCREW LL=N6TH OF LA6 SCREW MECHANICAL AND PLUMBING WORK WITH OTHER BUILDING TRADES SUCH AS ARCHITECTURAL, SUBSEQUENT RELOCATION DIREGTLY UPON THE CONTRACTOR. 31. ALL GONDUIT5 SHALL BE TESTED WITH A "MEGGER" TESTER TO DETERMINE THAT ALL USED W/ WOOD BEAMS WOULD INTERFERE WITH THE 'SATISFACTORY COMPLETION OF THE WORK, ELECTRICAL, PLUMBING,AND BUILDING STRUCTURE TO AVOID GONFLIGT5 AND DELAYS. 5Y5TEM5 ARE FREE OF 5HORT5 AND PHASE CONDUCTORS ARE NOT GROUNDED. PRIOR TO THE START OF CONSTRUCTION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OFF THE N.E.G. AND UP TO AND INCLUDING 2 IN. 3/& IN. 2 1/2 IN. 2. ALL DUCT CONNECTIONS TO ALL AIR MOVING EQUIPMENT SHALL BE MADE WITH STATE AND LOCAL CODES A5 THEY APPLY. 32. E.G. MAY COMBINE ELECTRICAL CIRCUITS PER LATEST NEG. THE CIRCUITS SHALL NOT 2. INTERIOR FIN15H SHALL BE CLA55 A PER CHAPTER b. ASBESTOS FREE FLEXIBLE CONNECTIONS. BE LOADED BEYOND THE PERMITTED CAPACITY ALLOWED BY THE LATEST NEG AND 2 1/2 IN. TO 6 IN. (INCLUSIVE) 1/2 IN. 3 IN. 3. STARTERS AND RELATED WIRING SHALL BE INSTALLED BY ELECTRICAL C,.ONTRAGTOR. LOCAL CODES. 3.CONGEALED 5PACE5 WITHIN WALL,CEILING,PARTITION,FLOOR, STAIR, 3. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE AND DE516N AND OVERLOAD UNITS SHALL BE INSTALLED AS PER GIVEN NAME PLATE DATA ONEQUIPMENT. 8 IN. 5/5 3 IN. ATTIC OR CORNICE CONSTRUCTION AND AROUNDI CHIMNEY, PIPE AND DUGT THE TYPE OF MECHANICAL SYSTEMS THAT WILL BE USED IN SUFFICIENT DETAIL AS EXCEPT FOR SUCH ITEMS AS ARE NORMALLY SUPPLIED WITH STARTERS INSTALLED AT THEIR 33. ALL EXIT LIGHTS AND NIGHT LIGHTS MUST NOT BE SWITCHED. OPENINGS SHALL BE FIRE-STOPPED IN ACCORDANCE WITH CHAPTER 1. REQUIRED BY THE BUILDING DEPARTMENT. POINT OF MANFUCTURE,ALL STARTERS SHALL BE SUPPLIED AND INSTALLED [BY THE ELECTRICAL CONTRACTOR. THE ELEGTRIGAL CONTRACTOR SHALL MOUNT ALIL SUCH 34. E.G.SHALL COORDINATE ALL HI5 WORK WITH OTHER BUILDING TRADES TO AVOID SPRI NKLER HEADS NSURANOE/PERM 1 TS 4. THE ROOM THERM05TAT5 SHALL BE INSTALLED AT SAME ELEVATION AS LIGHT STARTERS A5 DIREGTED;AND SHALL FURNISH SUPPORTING 5TRUGTURES WHERE NECESSARY. CONFLICTS AND DELAYS. E.G.SHALL AL50 REFER TO MECHANICAL,ARGHITEGTURAL,AND SWITCHES. PLUMBING DRAWINGS AND SPECIFICATIONS FOR HI5 PART OF WORK AND FOR EXACT TEMPERATURE RATINGS, GLASSIFIGATION5, GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE 4. ALL FEES ASSOCIATED WITH CONSTRUCTION AND IN5PECTION SHALL BE 133ORNE BY THE LOCATIONS OF ALL EQUIPMENT PROVIDED BY THEM AND PROVIDE POWER AND FINAL AND COLOR GODINGS COVERAGE. PUBLIC, LIABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, 5. ALL REFRIGERANT SUCTION LINES AND CONDENSATE DRAIN LINES, IN51DE THE BUILDING, CONTRACTOR IN ORDER TO DELIVER TO THE OWNER A FINISHED BUILDING READY FOR CONNECTIONS AS REQUIRED. GLASS WORKMAN'5 COMPENSATION, ETC., IN AMOUNTS A5 SPECIFIED BY THE LOCAL SHALL BE INSULATED WITH FIBER6LA55 INSULATION JOHNS MANVILLE MICRE LOK b50 OR OCCUPANCY AND 10096 OPERATIONAL. CEILING BG TEMPERATURE TEMPERATURE COLOR BUL DEPARTMENT OF BUILDINGS AND LANDLORD. GENERAL CONTRACTOR SHALL APPROVED EQUAL. OUTDOOR SUCTION LINE SHALL BE INSULATED WITH JOHN5 MANVILLE 35. ALL DISCONNECT 5WITGHE5 SHALL BE SQUARE -D OR APPROVED EQUAL BY G.E. OR TEMP. RATING CLASSIFICATION CODE GOLOR5 OBTAIN AND PAY FOR ALL REQUIRED PERMITS, PRIOR TO COMMENCING ANY AEROTUBE FOAMED PLASTIC INSULATION. 5. TWO (2) COPIES OF OPERATION AND MAINTENANCE MANUALS FOR EQUIPMBENT HEREIN WESTINGHOUSE• �° m WORK. INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE [BUILDING FOR °F °G °F °G �•�! m Pipe Sizes Insulation OCCUPANCY. 36. ALL FUSES SHALL BE BU55MAN DUAL ELEMENT TIME DELAY FUSE5 UNLE55 NOTED UNCOLORED ORANGE a O CODES Thickness OTHERWISE. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, " 6. ALL PANELBOARDS AND DISCONNECT SWITCHES SHALL BE LABELED WITM RESPECT TO 100 135-ISO 57-?'I ORDINARY OR BLACK YE RED CSJ Suction Lines . . . . . . . . . . . I THEIR TITLE,VOLTAGE,AMPS AND PHASE: I.E. PANEL A 120/2O&/3PH,4W,IOO) AMP LABEL 37. A DEDICATED RECEPTAGLE SERVED BY A 20 AMP CIRCUIT SHALL BE RATED FOR 20 150 66 1-15-225 lq 101 INTERMEDIATE WHITE YELLOW i- (LATEST EDITION), AND SHALL BE SUBJECT TO 1146PEGTION AND APPROVAL BY Condensate Droln.1-Ines . . 1/211 AVIN JURISDICTION. SHALL BE PHENOLIC PLASTIC WITH WHITE LETTERS AND BLACK BACKGROUND,LABELS SHALL AMP. -• OR GREEN � CV ALL AUTHORITIE5,H G JL 5 u r BE PERMANtTITLY FIXED TO EQUIPMENT. 225 10� 250-300 121-14q HIGH BLUE BLUE 6. ALL DUCTWORK SHALL BE FABRICATED OF GALVANIZED 5TEL SHEETS. THEY SHALL BE 38. ALL EQUIPMENT GROUND WIRES SHALL BE COPPER AND SIZED A5 PER LATEST NEC, 0 � FABRICATED AND INSTALLED A5 PER LATEST 5MAGNA 5TANDARD5 UNLESS SHOWN OR 1• PANELBOARD5 SHALL CONTAIN A TYPEWRITTEN DIRECTORY WITH A PLA51>TIG COVER ART. 250-q5. NOTED OTHERWISE. ALL TRANSVERSE JOINTS SHALL BE POCKET LOCKS. ALL 300 14q 325-375 163-Iql EXTRA HIGH RED PURPLE GENERAL NOTES AFFIXED TO THE IN5112E DOOR LONGITUDINAL JOINTS SHALL BE PITT5BURGH LOCKS. ALL INTERNAL AND EXTERNAL DUCT 3q. IT SHALL BE CONTRACTOR'S RESPONSIBILITIES TO FURNISH AND INSTALL ALL 3-75 Iql 400-415 204-236 VERY EXTRA HIGH GREEN BLACK W Q 1. DRAWINGS ARE NOT TO BE SCALED;DIMEN5ON5 TO GOVERN. PROJECT INSULATION SHALL BE APPLIED AS PER LATEST SMAGNA 5TANDARD5. &. CONTRACTOR SHALL SUBMIT 51X (6) OF SHOP DRAWINGS TO THE ARGHITEGT/ENGINEER MECHANICAL AND ELEGTRIGAL SYSTEMS PER PLANS. ALL INSTALLATIONS SHALL BE LU COORDINATOR SHALL BE NOTIFIED OF ANY 0156REPANGIE5. FOR APPROVAL FOR ALL EQUIPMENT AND DEVICES INSTALLED. CARRIED OUT SAFELY AND PROPERLY WITHOUT ANY INJURY TO THEIR EMPLOYEES. ALL 475 246 500-575 260-246 ULTRA HIGH ORANGE BLACKO z 1L 1. ALL INSULATION AND ACCESSORIES, EXCEPT AEROTUBE,SHALL COMPLY WITH ALL WORK SHALL BE DONE IN FULL COMPLIANCE WITH ALL REQUIREMENTS OF LOCAL CODES, 2. SPECIAL CARE SHALL BE TAKEN TO A55ORE: MINIMUM D15RUPTION OF ALL REQUIREMENTS OF A5TM E-M,NFPA 225 AND UL 123 AND FLAME SPREAD RATING SHALL q, ANY DEVIATION FROM PLANS WITHOUT PRIOR APPROVAL OF THE ARGHITI£GT SHALL BE OSHA, AND NEC. THE OWNER,ARCHITECT,OR CONSULTING ENGINEERS WILL NOT BE HELD 625 32q 650 343 ULTRA HIGH ORANGE BLACK Q O) OCCUPIED PREMISES, EXISTING IMPROVEMENTS AND UTILITIES. NOT BE GREATER THAN 25 AND SMOKE DEVELOPED NOT TO EXCEED 50. Y RESPONSIBLE FOR ANY INJURY TO CONTRACTOR'S EMPLOYEES OR VENDORS BECAUSE MMUS CAUSE FOR THE REJECTION Or MATERIALS AND/OR METHODS,AND ANY COST INCURRED TO Fr--1 O T_ILI d) 3. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL 8. ALL REFRIGERANT LINES SHALT. E E ►'ROPERLY SUPPORTI=D. GORREGT SUCH DEVIATION TO THE SAT15FAGTION OF THE A/E SHALL BE BOIRNE BY THE OF POOR INSTALLATION PRACTICES AND SAFETY NEGLIGENGES. PUBLIC BY ERECTING ALL REQUIRED BARRICADE5 TO PERMIT SAFE PASSAGE GONTRAGTOR. " : !ZEW DIMENSIONS FOR R' 40. EXTRA SAFETY PRE-GAUTI�NS MUST BE TAKEN WHILE WORKING NEAR OR WITH THE �� ,fir. DURING CONSTRUCTION. q. ALL AIR SYSTEMS SHALL BE LLEANED AFTER INSTALLATION AND SHALL BE PROPERLY GEIIL_1' :.� FLANGES AND U-HOOKS BALANCED USING PROPERLY GAL'.''�',4TED BALANCING DEVICES. TYPE WRITTEN BALANCING 10.ANY COSTS INCURRED DUE TO THE LACK OF COOPERATION AMONG TROD>E5 SHALL BE LIVE-ELECTRICALLY ENERGIZED) COMPONENTS OR NEW SWITCHBOARDS, PANEL BOARDS, HALL MADE: WITHOUT FIRST INFORMING THE BORNE THE CONTRAGTOR5. WIREWAYS,DISCONNECT SWITCHES,STARTERS, AND OTHER SIMILAR ELEGTRIGAL PIPE SIZE TWO 5GREW GEILIN6 FLAN&E5 N 4. NO MATERIAL 5UB5TITUTPON 5 BE REPORTS SHALL BE SUBMITTED TO •H.- ARCHITECT. � ENGINEER.SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR EQUIPMENTS IN THE BUILDING OR ON THE SITE. APPROVAL, IN WRITING TO THE ENGINEER PRIOR:TO GOMMENGEMENT OF WORK. 10. AFTER INSTALLATION,ALL REFR16FRANT 5Y5TEM5 SHALL BE GLEANED AND CHARGED 11. THE SUBMISSION OF A PROP05AL SHALL BE GON5TRUED AS EVIDENCE THAT THE r WOOD 5GREW NO. 18 x 1 1/2 GONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING 5I1TE. CLAIMS 41. CHECK ALL MAGNETIC MOTOR STARTERS FOR PROPER SIZE OVERLOAD RELAYS. UP t o . I1�. OR WITH REFRIGERANT AND LUBRIGAV,�,',:OIL, AND SHALL BE PUT IN 5AT15FACTORILY MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND LABOR, BECAU5E.OF LAG SGREW 5/16 IN. x 1 1/2 IN. �T _J 5. ALL MATERIALS ARE To BE NEW AS SPECIFIED PER CONSTRUCTION OPERATION CONDITIONS. DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 42. THE ELECTRICAL CONTRACTOR SHALL APPLY AND OBTAIN ALL REQUIRED PERMITT5 _.r ,-. W DOCUMENTS. ANY USED FIXTURES OR USED MATEERIAL5 ARE NOT ACCEPTABLE W 17- EXGEPT AS NOTED. II. REFRIGERANT LINES SHALL BE TYPE - L COPPER TUBING WITH SWEAT-TYPE WROUGHT A5 REQUIRED BY LOCAL AUTHORITIES HAYING .KIRISDIGTIONS.HE SHALL PROVIDE COST pEF•'E SIZE THREE SCREW GEILIN6 FLANGES "- � COPPER FITTINGS. 12. TRADE NAMES ARE GIVEN TO CLARIFY TYPE OF PRODUCT AND QUALITY IDE5IRED. ESTIMATES WHEN REQUIRED BY LOGAL AUTHORITIES. 6. GENERAL CONTRACTOR SHALL COORDINATE HI5 WORK WITH THE WORK OF SUBSTITUTIONS MAY BE MADE PENDING APPROVAL OF THE A/E, UNLESS OTHER W15E NOTED. 43. ALL ELGTRIGAL CONDUITS IN EQUIPMENT WASH BAY SHALL BE 56H 40 HEAVY WALL, UP TO'2 IN. WOOD SCREW NO. IS x I I/2 IN. A K ENGINEER: ALL OTHER CONTRACTORS, AND BUILDING MANAGEMENT. 12. MECHANICAL AND PLUMBING CONTRAGTOR5 SHALL APPLY FOR ALL REQUIRED PERMITS. TYPE II WITH WATER TIGHT NEMA-3R FITTINGS. WHERE PVC, CONDUITS ARE NOT THEY SHALL PAY FOR ALL PERMIT FEES AND OTHER ASSOCIATED CHARGES. THE 13.CONTRACTORS SHALL VERIFY SERVICE VOLTAGE WITH UTILITY COMPANY' AND REVISE 2 1/2 IN., 3 IN., 3 1/2 IN. LAG 5GREW 3/8 IN. x 2 IN. 1. GENERAL CONTRACTOR SHALL MAKE GOOD AT HI5 OWN EXPENSE FOR CONTRACTORS SHALL AL50 PROVInE ALL REQUIRED 605T E5TIMATE5 TO CITY AND TO SERVICE AND BALANCE LOAD AS REQUIRED. IF CONTRACTOR 15 NOT QUALIFFIED TO REVISE ACCEPTABLE IZ LOCAL AUTHORITIES HAVING JURISDICTIONS, THE CONDUITS SHALL BE 0 NEIN y0 GLA55 BROKEN DURING CONSTRUCTION• REASONABLE CARE SHALL BE TAKEN LOCAL AUTHORITIES TO DETERMINE PERMIT FEES, IF REQUIRED. SERVICE, CONTACT OWNER. RIGID GALVANIZED STEEL (RCS) WITH NEMA-3R-RCS FITTINCf. 4 IN., 5 IN., 6 IN. LAG SCREW I/2 IN. x 2 IN. � �� T• eUT TO PROTECT ALL AREAS TO REMAIN AS 15. C0 C�9 13. THE CONDENSATE DRAIN LINES SHALL BE OF SGH. 40 PVC. 14. ALL REMOTE EQUIPMENT ON ROOF OR SHALL HAVE A DISCONNECT SWITCH AT 44.CONTRACTOR TO COORDINATE ELEGTRIGAL WORK WITH ELEVATOR SUPPLIER FOR .5 IN. LAG 5GREW 5/8 IN. x 2 IN. 8. UPON COMPLETING OF ALL WORK BY G.G. AMC) OTHERS,GENERAL EACH PIECE OF EQUIPMENT. COMPLETE JOB. . 6q * *, LNG CLASS,MIRROR INTERIOR PIPE SIZE FOUR 5GREW GEILIN6 FLANGES �'� ' Z CONTRACTOR SHALL GLEAN ENTIRE AREA INCLUDING 14. EXACT LOCATIONS OF ALL CEILING GRILLES AND DIFFUSERS SHALL BE FIELD AND EXTERIOR WINDOWS,VINYL BASE, FLOORING, CARPETING AND ALL OTHER COORDINATED WITH LIGHT FIXTURES. 15. ALL EXTERIOR RECEPTACLES, JUNCTION BOXES, AND EQUIPMENT SHALL BFE R`2 Cr FINISHED SURFACES. WEATHERPROOF. UP TO 2 IN. WOOD 5GREW NO. IS x 1 1/2 IN. ��O 07349" P 15. ALL RIGID ROUND DUGTWORK SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK 16. IT SHALL BE THI5 CONTRACTOR'S RESPONSIBILITY, PRIOR TO ANY INDIVID)AL CIRCUIT'S SPRINKLER NOTES: OFESS\O� q. ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE GLA55 EXTERNAL INSULATION. THE INSULATION SHALL BE JOHNS MANVILLE SERIES "R" MIGROLITE 2 I/2 IN., 3 IN., 3 I/2 IN. LAG 5GREW 3/8 IN. x I I/2 IN. TO BE REMOVED. FIBEROLA55 DUCT WRAP WITH KRAFT-56RIM-FOIL VAPOR BARRIER JACKET. INSTALLATION, To VERIFY WITH ALL OTHER TRADES -UP F RNI=D THAT THE cG EQUIPMENT WITH 1• ALL PIPING,FITTINGS d INSTALLATION TO COMPLY WITH THE N.Y.F.I R.O. � JEFFR Y T. BUTLER, P.E. DEVICES AS DRAWN IS ADEQUATE IN SIZE AND MAKE-UP FOR THE MEGHANIG:AL EQUIPMENT TO 4 IN., 5 IN., 6 IN. LAG SCREW I/2 IN. x 2 IN. 10. ALL MATERIALS WILL BE:: INSPECTED AND ALL DEFEGT5 AND I6. WHERE METAL DUCTS PASS THROUGH ANT FIRE RATED ASSEMBLY,U L. LISTED FIRE BE INSTALLED. IF ANY CONFLICT IN VOLTAGE PHASE OR LOAD 15 ENCOUNITERED THAT IRREGULARITIES IN MATERIALS AND COLOR MATCHES OR OTHER SPECIAL WOULD ALTER THE CIRCUIT SIZE,TH15 CONTRACTOR SHALL NOTIFY THE ENORNEER AND/OR 2. ALL EQUIPMENT TO BE APPROVED TYPE (RELIABLE) Q DAMPERS SHALL 13E PROPERLY INSTALLED. 8 IN. LAG SCREW 5/8 IN. x 2 IN. 51TUATION5 WHICH REQUIRE ADDITIONAL GON51DERATION SHALL BE BROUGHT OWNER IMMEDIATELY, FAILURE TO VERIFY THESE REQUIREMENTS SHALL PLAICE THE TO THE ATTENTION OF THE PROJECT GOORDINA+TOR FOR APPROVAL PRIOR TO RESPONSIBILITY FOR ANY SUBSEQUENT CIRCUIT CHANGE DIRECTLY UPON THE CONTRACTOR. 3. SYSTEM TO HAVE A MINIMUM OF 20 P.S.I. AT TOP LINE WITH 850 G.P.M. FLOWING. PIPE SIZE U-HOOKS I0 I I INSTALLATION. 11. ALL MANUFACTURER'S IN5TRUGTION5 SHALL BE FOLLOWED 11. ALL CEILING SUPPLY AIR DIFFUSERS SHALL HAVE FOUR_WAY THRO UNLESS j COMPLETELY. OTHERWISE. 4• WHEN COMPLETED SYSTEM TO BE TESTED AT 200 P5.1• FOR TWO HOURS Il. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY ROUTING IMI CEILING SPACE. UP TO 2 IN. DRIVE 50REW NO. 16 x 2 IN. lb. ALL DUGTWORK SHALL BE INSTALLED IN BAYS, AND EXPOSED WHERE THERE 15 NO NO EXTERIOR CONDUIT WILL BE ACCEPTED UNLE-55 NOTED OTHERWISE. 5. MAIN DRAIN TO SAFE LOCATION. } 12. REMOVE ALL DEBRIS AT END OF EACH WOW DAY IN ORDER TO ASSURE A CEILING. 2 1/2 IN., 3 IN., 3 1/2 IN. LAG SCREW 3/& IN. x 2 1/2 IN. LL GLEAN AND WELL KEPT ENVIRONMENT FOR THE STAFF. 18. REFER TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF THERM05TfAT5, AIR 6. WORKING PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE AUTHORITY HAVING � � � O � Iq. FLEXIBLE DUCTS AND CONNECTORS SHALL NOT PASS THROUGH ANY WALL, FLOOR, CONDITIONING UNITS,AND OTHER SPECIAL EQUIPMENT. ELECTRICAL GONTRA�GTOR IS 4 IN. 5 IN. 6 IN. LAG SCREW I/2 IN. x 3 IN. }- Q 13. HVAG,PLUMBING AND ELECTRICAL GONTRAG:TORS ARE RESPONSIBLE FOR RESPONSIBLE FOR THE INSTALLATION OF ALL CONDUITS, JUNCTION BOXE-5, V15GONNECT JUR15016TION BEFORE ANY EQUIPMENT 15 TO BE INSTALLED. DEVIATION FROM APPROVED m Z W 13. HVAG,N-OFF FROM BUILDING DEPARTMENT UPON C COMPLETION OF JOB. CEILING OR FIRE RATED ASSEMBLY. SWITCHES,AND CONTROL AND POWER WIRING FOR THERMOSTATS. PLANS SHALL REQUIRE PERM155ION OF THE AUTHORITY HAVING JURISDICTION. 5 IN. LAG 5GREW 5/5 IN. x 3 IN. OCT 1 1 c012 -� 0 Z 20. FLEXIBLE DUCT(10' LIMIT) SHALL BE INSULATED TYPE AND RATED FOR 6 INCHES OF Iq.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE AVAILABLE 5HORTr CIRCUIT 1. ALL WORK MUST BE DONE IN ACCORDANCE WITH THE APPROVED BLUEPRINTS,AS ISSUED LL 14.CONTRACTOR SHALL LEVEL ALL FLOOR SUR:FAGES AND FLASH PATCH AS POSITIVE 1 1/4 INCHES OF NEGATIVE PRESSURE AND 4000 FPM MAXIMUM VELOCITY AND ::� BY THE FIRE MARSHAL. ALL OTHERS ARE NOT TO BE USED FOR ESTIMATING PURP05B BLDG.DEPT. U.I E I- Q � REQUIRED TO RECEIVE NEW 56HEMI ED FINISH. 15. ALL WORK SHALL BE SHALL COMPLY WITH ALL REQUIREMENTS OF CITY, UL-I81,AND NFPA CIOA AND qOB. CURRENT AT THE SUPPLY TERMINALS FROM THE POWER COMPANY. IF LET "„rROUGH CURRENT ONLY. INDEX OE DRAWIN6J TOWN OF SDUTNDLD lu --I = D~ a GUARANTEED FOR A PERIOD OF OF ONE YEAR UNLESS OTHERWISE NOTED. FLEXIBLE DUCT 5HALL BE GERTAINTEED GERTAFLEX-25 OR APPROVED EQUAL AT SERVICE DISCONNECT SWITCH 15 GREATER THAN 10,000 AIG,CONTACT ENGINEER. -- O - ALL CONTRACTORS SHALL SUBMIT THI5 GUARAINTEE IN WRITING WITH REQUEST THERMAFLEX, OR FLEXMA5TER 20. ALL EQUIPMENT IDENTIFIED AS OPTIONAL MUST BE COORDINATED WITH CON5TRUGTION b. IF THE OWNER AND/OR THE CONTRACTOR B SHEET DRAWING TITLE BUILDS THE SPRINKLER SYSTEM WITHOUT THE O FOR FINAL PAYMENT. 16. ALL MATERIALS USED SHALL BE OF FIRE RETAROENT REPRESENTATIVE PRIOR TO BIDDING. FULL REVIEW OF THE FIRE MARSHAL AND BUILDING DEPARTMENT, THEN THE CONTRACTOR 0) z QUALITY. 21. ALL INSULATION AND ACCESSORIES SHALL COMPLY WITH ALL REQUIREMENTS OF A5TM AND/OR OWNER SHALL BEGONE RESPONSIBLE TO COMPLY WITH ALL COMMENTS AND/OR I COVER SHEET d NOTES E--� Z --I E-&4, NFPA 225, AND UL 123 AND FLAME SPREAD RATING SHALL NOT BE GREATER THAN 21. ALL LOCATIONS FOR RECEPTACLES, TELEPHONE OUTLETS,ETC.. 5HALL BE COORDINATED OBJECTIONS MADE BY THE FIRE MARSHAL AND BUILDING DEPARTMENT AFTER W SHOP DRAWINGS 25 AND SMOKE DEVELOPED NOT TO EXCEED 50. WITH OWNER PRIOR TO INSTALLATION. CONSTRUCTION 15 COMPLETED. 2 NOTES IN I IA 2 B/W FOR APPROVAL PRIOR TO FULLY q q W < O �0 G.G. TO PROVIDE SHOP DRAW G () 5E3' f ) 22. THE GONTRAGTORS SHALL SUPPLY FOR APPROVAL 51X(6) COPIES OF SHOP DRAWINGS 22. ALL WIRING ALONG GMU WALLS SHALL BE SURFACE MOUNTED. GOORDIN�ATE WITH q. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL FOR A COMPLETE, LL 3 NOS O W Q FABRICATION ON ANY CUSTOM WORK. TO COMPLETELY IDENTIFY THE QUALITY OF MATERIALS AND/OR EQUIPMENT INTENDED FOR ARCHITECT FOR LOCATION OF G.M.U.WALLS. ADJUSTED AND READY FOR USE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING. SPRINKLER E W O N INSTALLATION. DADS AND PIPING IN ALL AREAS TO BE SUPPORTED AT FINISHED CEILING. ALL WALL 4 PI rt KEY PLAN O O 23. ALL CONDUCTORS SHALL BE COPPER TYPE THHN OR THWN, MINIMUM 51; : SHALL BE #12 PENETRATIONS TO HAVE CHROME EUGHON5 PROPERLY SIZED. CEILING AND WALL DAMAGE o'� 23. THE SUBMISSION OF A BID OR PROPOSAL WILL 13E CONSTRUED A5 EVIDENCE THAT THE UNLESS OTHERWISE NOTED. TO BE REPAIRED. 5 SOUTH AND EAST EXTERIOR ELEVATIONS - NO WORK n CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS 13 MADE 5UB5EQJENT TO THE PROPOSAL FOR MATERIALS AND/OR LABOR DUE To 24. ALL GONDUIT5 SHALL BE A MINIMUM OF 1/2" DIAMETER UNL.E55 OTHERWSE NOTED. 10. INSTALLATION SHALL GONFO TO NF A 13,AN LOCAL AGENCIES HAVING 6 NORTH AND WEST EXTERIOR ELEVATION AND DETAIL w z DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED UNLESS THE DIFFICULTIES COULD NOT U JURISDICTION. -7 MAIN LEVEL FLOOR PLAN, DETAILS AND UPPER LEVEL FLOOR PLAN Z HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION HAD BEEN MADE. 25. ALL BRANCH CIRCUIT CONDUITS IN SLAB SHALL BE OF 3/4" DIAMETER RIIGID II. THE INSTALLATION,SIZING, COMPONENTS,CLEARANGES,P051TION AND TYPE OF O < 24. ALL CONDENSATE LINES SHALL BE SLOPED MINIMUM I/8" PER LINEAR FOOT OF RUN. GALVANIZED STEEL WITH RIGID GALV.STEEL FITTINGS. SPRINKLERS SHALL CONFORM To CHAPTER 3 OF NFPA 13. S UPPER LEVEL ENLARGED PLAN STRUCTURAL PLAN OO -� Q SAFE DIG ALL DRAIN EXITS FROM A/C, UNITS SHALL INCLUDE A TRAP AND GLEAN-OUT PLUG. 26. CONTRACTOR MAY USE ARMORED GABLES WITH CU GROUND WIRES FOR FINAL q GRo55 SECTION, EXTERIOR STAIR FOUNDATION PLAN 4 DETAIL CONDENSATE DRAIN LINE SHALL BE MOUNTED ON 4" X 4" WOOD BLOCKS. CONNECTIONS BETWEEN J-13OXE-5 AND LIGHT FIXTURES AND RECEPTAGLE5 IMI CONGEALED 12. PIPE, FITTINGS, PIPE 56HEDULE5, PROTECTION AGAINST FREEZING AND DAMAGE, 6UARD5 CEILING AREAS AND IN WALLS. LENGTH OF ARMORED GABLES SHALL NOT BE LONGER THAN AND SHIELDS SHALL CONFORM TO CHAPTER 3 OF NFPA 13. 10 STAIR STRUCTURAL PLANS AND SECTIONS Before You Dig Drill Or Blast! 25• THE EQUIPMENT ROUGH-IN5 AS SHOWN ARE ACCURATE TO THE BEST OF OUR 6'. CHECK WITH LOCAL AUTHORITIES FOR THEIR APPROVAL. AND COMPLY HITH THEIR PA(5E ; + KNOWLEDGE. HOWEVER, IN 50ME IN5TANGE5 THE OWNER OR SUPPLIER MAY SUBSTITUTE OR REQUIREMENTS. 13. SPACING,LOCATION,AND P051TION OF SPRINKLERS SHALL CONFORM TO CHAPTER 4 OF I I MAIN LEVEL OCCUPANCY SEPARATION PLAN THE EQUIPMENT ITEM MAY VARY FROM WHAT 15 SHOWN. THEREFORE THE CONTRACTOR NFPA 13. CALL US TOLL FREE 1-8W-962-7962 SHALL VERIFY ALL CRITICAL DIMENSIONS PRIOR TO CONSTRUCTION. FAILURE To VERIFY ALL WIRING EXPOSED TO WEATHER SHALL 8E IN RIGID GALV. STEEL GOMIDUITS WITH RIGID 12 UPPER LEVEL OCCUPANCY SEPARATION PLAN NY industrial code rule 753 requires no DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY 5U55EQUENT RELOCATION GALV. STEEL NEMA-3R FITTINGS. 14. DRAINAGE OF NEW PIPING SHALL CONFORM TO CHAPTER 3 OF NFPA 13. 13 UPPER LEVEL ELECTRICAL PLAN(POWER 4 LIGHTING) less than two working days notice,but not DIRECTLY UPON THE CONTRACTOR. more than ten days notice. 15. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT IRON U TYPE OR APPROVED 28. ALL UNDERGROUND WIRING SHALL BE IN SGH. 40 PVC, HEAVY WALL TYPE[ CONDUITS WITH 14 HANDICAP DETAILS 26. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE AIR, 150-200 GFM GREEN GROUND WIRE5 BACK TO PANEL BOARDS EXCEPT AS NOTED OTHERWISE ON ADJUSTABLE HANGERS. HANGERS SHALL BE OF THE TYPE APPROVED FOR USE WITH THE FLUE TO HAVE TIGHT SEALED DAMPER: MAX AIR LEAKAGE = 20 CFM. DRAWINGS. PIPE INVOLVED. of 14 �� -5 SECTION 01010 - SUMMARY OF THE WORK SECTION 02050 - 51TE DEMOLITION SECTION 03200 - CONCRETE REINFORCEMENT G. FINISHING: I. TYPICAL EXP05ED FORM FINISHES: CONVER51ON OF EX15TINO ATTIC 5PAGE TO MEMBER LOCKER ROOM SPACE W/ TOILET A. GENERAL: Necessity to be determined from the Contract Documents A. MINIMUM COMPLIANCE 5TANDAR05: The following Documents a. Fill honeycomb, bubbles, holes, and knock off fins. ROOM, SHOWER5 AND NEW INTERIIOR AND EXTERIOR STAIR5. MODIFY FIRE and examination of the site. Include preparation for the Work and govern the Work except where more restrictive requirements are b. Remove evidence of misaligned forms by chipping away and PROTECTION EGVIPMENT. protection of existing Work. spec;ifled. by patching. o I. !Specifications for Structural Concrete in Buildings, AGI-301. C. True up corners and surfaces. B. DEMOLITION: 2. Manual of Standard Practice for Detailing Reinforced Concrete 2. FINISHES FOR TYPICAL CONCRETE FLATWORK: Provide a steel SECTION 01070 - DEFINITIONS I. PREPARATION: Structures, A6I-315. troweled finish. Maximum surface irregularity shall be I/Ib inch in a. Careful) uncover and ascertain possible hazards. 3. Building Code Requirements for Reinforced Concrete, AGI-318. any running foot and 1/4 inch in 10 feet. Apply floor treatment rY A. THE CONTRACT DOCUMENTS: The Drawings are those enumerated y p g q compound as specified. g b. Remove construction as indicated on the Drawings. Make neat in the "List of Drawings" and identified in the Contract. The Drawings, cuts so subsequent Work fits without Irregular connection. B, REINFFORCEMENT: in moray instances, are ,schematic and do not define exact locations of I. IBAR5: Provide intermediate grade deformed bars per A5TM A 615. SECTION 05120 - STRUCTURAL STEEL every part and place .of Work. Items furnished may vary in dimension G. BUILDING DEMOLITION: (If Required) a. NO. 3 BARS AND SMALLER: Grade 40. and in other ways frorn the specific items called for in the Contract I. Work structures arts; shore against tolls se. Remove walls A. PROVIDE SHOP DRAWINGS FOR STRUCTURAL STEEL (INCLUDING Documents. In such cases, determine exact position of each art p p b. ALL OTHERS, Grade 60, CONNECTIONS) FOR APPROVAL. p p and partitions in icated, without imaging the structural system 2. WIRE: ASTM A 82. "on the Job" measurements, drawings from equipment manufacturers, and coordination with other Work. of the ex(stin g building. 3. WIRE FABRIC: ASTM A 155. 2. Constantly restrain dust and water from infiltrating areas in use. B. MINIMUM COMPLIANCE STANDARDS: 3. Remove debris of demolition as it Is produced and do not allow I. A150 "Code of Standard Practice For Steel Buildings and Bridges". B. SPECIFICATIONS: G. AGG%E550RIE5: Provide galvanized accessories. 2. AISG "Specifications for the Design, Fabrication, and Erection of it to accumulate on site to the extent that a hazard is created or 1. The Format of the Specifications divides the Work into Major the Owner loses significant use of his facilities. Structural Steel for Buildings" an including the "Commentary of the Divisions and Work Sections. No trade jurisdictions are Intended D. TIE5i: 16 gage annealed wire or standard clips. A15G Specification". a Nor Implied. D. SITE DRAINAGE FOR CONSTRUCTION: Provide temporary grading, 3. A150 "Manual of Steel Construction". N E. ditching FABFRIGATION: Bend and cut bars, fabric, and wire cold to the 4. AWS DI.I, "Structural Welding Code". , pumping, culverts, and other facilities needed to perform the G. MINIMUM COMPLIANCE 5TANDARD5 AND INDU5TRY foilo►wing tolerances: g SPECIFICATIONS: Materials and operations specified by reference to Work. I. !Sheared length plus or minus I inch. C. MATERIALS: ' 4 published specifications of a manufacturer, a society, on association, 2. Depth of, truss bars plus or minus 1/2 Inch. I. STEEL SHAPES, BARS, AND PLATES: A5TM A36. a code, or other referenced standard, shall comply with the current re- SECTION 02110 - 51TE GLEARINC� AND GRUBBING 3. Stirrup, ties, and spirals plus or minus 1/2 inch. 2. PIPE COLUMNS: A5TM A53 or API Standard 5L, Grade $. quirements of the referrenced document, officially published on or 4. Other bends plus or minus I inch. 3.TUBE COLUMNS: A5TM A500, Grade B. before: the date of re<celpt of bids. A. VEGETATION PRESERVATION: Do not remove trees or shrubs without 4. STANDARD BQLTS AND NUTS: ASTM A30-1, Grade A and A325- the specific approval of the Owner. Rope, or fence ofF vegetation that F. PREIPARATION: Before placing reinforcement, inspect Formwork For fit 56 Load Indl for polts as shown on the Drawings. Is to remain to prevent damage. Damaged vegetation shall be and Itolerance. Glean reinforcing free from form coatings, sealers, 5. GALVANIZIN : A 'TM A123. SECTION 01510 - TEMPORARY FA:CILITIE5 replaced. powdered and scaled rust and other bond reducing conditions. a. Where exposed on the exterior. b. Where specifically noted. A. CONSTRUCTION FACILITIES: Provide the Following facilities for the use B. GRUBBING: Grub construction area to a minimum depth of one foot G. 5PLIIGE5 NOT DETAILED: Staggered splices at adjacent bars. Do not 6. SHOP PRIMER: of all personnel, subcontractors, and other authorized personnel. below the existing grade. splice at areas of greatest stress. a. Remove loose mill scale, loose rust, and other foreign materials I. TOILET FACILITIES: Provide sanitary, adequate facilities that meet 1. STRUCTURAL EXCAVATIONS: Remove entire main roots and per 55PG 5P-2 and 5P-1. leggal requirements. stump roots. H. IN5TAALLATION: Support and position reinforcement to prevent b. ACCEPTABLE PRIMERS: 2. DRINKING WATER: Provide clean drinking water with disposable 2. STUMP REMOVAL= Remove stumps to a depth of a least 18 displlacement by construction loads or concrete placement. Support (1) FS TT-P-56 Type I or 11. paper cups and containers for used cups. inches under lowest elevation of the excavation. (2) 55PG Paint 4 64T. 3. ELECTRIC: Provide connections and controls for 115V, single bar rreinf. Relent on chairs or concrete blocks of same mix design as concrete. Refer to the Concrete Formwork Section. (3) FS TT-P-636G Iron oxide or zinc chromate alkyd primer. phase power with controls within 200 feet of locations used. 4. LIGHTING: Provide minimum 50 footcandles For construction SECTION 02200 - EARTHWORK D. ERECTION: purposes where daylight ht is not adequate.. I. Set structural frame accurate) to the lines and elevations shown pur p y g SECTION 03312 - CAST-IN-PLACE CONCRETE y 5. CONSTRUCTION WATER: Provide adequate water lines and hoses A. The Soils Report governs existing subsurface conditions. on Drawings. with controls withirn 200 feet of locations used. 2. Glean bearing surfaces before assembly. 6. H015TINO FACILIT-IE5: Provide hoistin equipment, as necessar , A. MINIIMUM e Work STANDARDS: The following pocuments g � B. SOIL STIFFNESS= When Information concerning subsurface soil ov�rn the Work except where more restrictive Items are specified: 3. Establish required leveling and plumbing measurements on mean for light constructtion materials complying with jurisdictional soFe y stiffness is not available, assume an angle of repose of 45 degrees operating temperature of the structure. Make allowances for codes. Specifications For Structural Concrete In Building, AGt 301. under optimum moisture conditions. No angle of repose can be 2. Guide for Concrete Floor and Slab Construction AGI 302. difference between temperature at time of erection and mean assumed when soil is under adverse moisture conditions. Where 3. Building Code Requirements for Reinforced Concrete, AGI 315. temperature at which the structure will be when completed and in SECTION OI600 - MATERIAL AND> EQUIPMENT concrete surfaces are shown vertical or steeper than the angle of 4. In hot weather, Work in accordance with the recommended service. repose, forms are required. Practice for Hot Weather, AGI 305. 4. Install grout under base plates and where shown per manufac- Qj m A. SUBSTITUTIONS: turer's specification. N) G. GOVERNING DOCUMENTS: The following Documents govern the 5. f cold weather, Work (n accordance with Recommended Practice 5. Do not enlarge unfair holes by burning or by drift pins. Ream a Q I. Do not make substtitutions unless the area roved in writing g g for Gold Weather, AGI 306. holes that must be enlarged to admit bolts. dJ y approved 9 � Work: Owner. Occupational Safety and Health Administration recommendations, B. DOG;UMENT PRECEDENCE: Notations and requirements on the 6. Do not use gas cutting torches for correcting fabrication errors 1- Chapter XVII, IcI26.652 5tructural Drawings supersede conflicting requirements of this Section. except on secondary members which are not under stress. B. USE MATERIALS THAT ARE: _ I. New and of high gi ace concrete footing uality suited to the use Intended except when D. EXCAVATION INSPECTION: Do not place In ftin SECTION 05210 - STEEL J015T5 A-1 p g G. MATERIALS: IY m noted as "used". excavations without Inspection. O `U P I. CEMENT: ASTM G I50 Type I or III. 2. Evitable for the fiunctlon intended. A. MINIMUM COMPLIANCE STANDARDS. The following documents govern a/ 2. AGGREGATES= Standard weight aggregate, ASTM G 33. Refer 3. Corresponding in quality to related materials in the absence of a E. FILL AND BAGKFILL MATERIAL: Select fill material laced under slabs, the Work exce t where more restrictive Items are specified: X definitive ecific;ation. p to AGI 301-3.6 for maximum size. � � m 5p foundations and paving shall comply with the soils report recommenda- 3, HATER, Potable and clean. I. Steel Jois Institute. < 4. Of good appearance where exposed to view. Lions or with the followin requirements, whichever is more stri ent. 2. Speclfication for the Design of Gold-Formed Steel Structural LL 9 q g 4. ADMIXTURES: M by 5. Of one monuFocturrer or source for the lama specific purpose, with Material may be used From the site provided It is made to comply a. WATER REDUCER AND SET RETARDER: A5TM G 494; A, B, embers I the American Iron and Steel Institute. X Z uniform appearance and physical propertles. through the use of admixtures such as sand or lime. or D. Do not use chlorides. 3. AWS DI.I - a68, Structural Welding Code". O 6. Plainly marked, and delivered to the site in original unopened I. LIQUID LIMIT. 30 to 45. containers when the nature of the materials is suitable for 2. PLASTICITY INDEX: 7 to 20. b. AIR ENTRAINER: A5TM G 260. B, WELDER GUALIFIGATION: Each welder performing Work on this Project < 0 containers. 3. LINEAR SHRINKAGE: IOAS maximum. shall be qualified to accordance with American Welding Society, � � � D. MIX:: Design concrete mix to comply with the standard of deviations the • 4. PURITY: No stones or debris larger than 3 inches. Structural Welding Gode, AW5 DI.I within 12 months of e com- (�, � g sec lfied in AGI-301 and AGI-30 for the concrete strengths shown on l E--i LLB G. VERIFICATION OF NO1�N-CONTAMINATION: For each of the following p mencement of welding on this Project. cif materials provided, sutbmtt a letter from the manufacturer Indicating that F. COMPACTION: Provide g0g6 maximum densit under walks and grassy the 1tructural Drawings. If no strength is shown, provide 5000 psl for products are total) free of asbestos. y cast;-'.n- lace concrete, and 2000 st for masonrywall rout. Include 3 p - y areas, c15% maximum density elsewhere. Add water or dry out to h air entrainer For exterior exposed pconcrete and lab concrete to C. MATERIALS: I. Low density fill and lightweight concrete. maintain optimum moisture content. AA5HTO compaction test Method produce, 5% plus or minus 1% total air content as determined b ASTM I. JOISTS: See Drawings For type and location. 2. Fireproofing. T-ciq performed at optimum moisture. Place fill in layers not to exceed p pp y 2. BRIDGING: Horizontal bridging of type, size, and spacing - P p y C 251 or A5TM G 135. Provide a maximum slump of 4 Inches with 3. Dampproof(ng. 6 inches after com action. , recommended by the-Joist manufacturer. p vibrea:ton consolidation and a maximum slump of 5 Inches where 3• WELDING EL EGTR07Z:3: Comply with AW5 classifications for 4. Waterproof ins. :� p y consolidated by other methods. Provide a slump of 10 inches (tl ) 5. ,.sealants. G. COMPACTION OF FILL= Compact trenches under slabs as follows: for irr�asonr wall rout. strength of steel used. 6. Prefabricated wall panels or siding. I. Compact utility trench bockfill of excavated material or specified FIII y g 7. Vinyl composition flooring. material to match material of adjacent strata. D. WELDED FABRIGATI�_ ►-y 8. Mechanical insulaition. E. INSPECTION AND PREPARATION: Do not place concrete until forming, q. Electrical isolatorrio 2. Provide drainage for excavations to prevent contamination of retniforcement, and built-in items have been inspected and approved I. Work in accordance with AW5 Code, for procedures, appearance, adjacent and surrounding soil below slabs and within 5 feet of by governing authorities. and quality of welds, and methods used in correcting welding ENGINEER: building perimeter. I. SUBGRADE: Dampen sub rades not covered with membrane D. WORK BY OTHERS: Arrange to accommodate N.I.G. Work. When p 2. Select weld sizes, 5e;quence, and equipment to limit distortions to Information is inadequate, request further instructions before proceed- H. SAND LAYER- sprinkling Immediately . Pry placing concrete. Omit when sub- allowable tolerances. 0 ing. I. LOCATION.. Where sand cushion is noted under concrete slabs. grade is already damp. Dry out soggy subgrade before placing 3, Assemble and weld using balanced methods to avoid warp. yORK * b� 2. MATERIAL: Hell-graded, inorganic. mineral sand in loose, non- slabs as accepted by inspection. Place slab screeds to precise E. Follow manufacturer's instructions. When such instructions are in g g elevation. �. stratified deposits, per ASTM D 2488. 2. FORMS: Remove d girt, sawdust, Halls, and other foreign material p conflict with the Gontr<act Documents, make request for clarification 3. THICKNE55: 2 inches under walks and 4 Inches elsewhere. SECTION 05500 - METAL FABRICATIONS 'L befor:. proceeding. K'.ee a co of the manufacturer's instructions on from formed spaces. w a J p g p copy 4. COMPACTION: Compact to support concrete without settlement 3. BUILT-IN ITEMS: Install pipe, sleeves, bolts, anchors, and other �' U_ the ob. durin lacln p p A. SHOP DRAWINGS: Indicate size, material, and Finish. Show locations r »/r� z j g placing. cast-in-place items securely. Use templates to set built-in items and Installation procedures. Include details of joints, attachments, and F. Perform high quality prrofesstonal workmanship. Join materials to I. VAPOR BARRIER. Provide a 6 mil polyethylene plastic film vapor accurately. clearances. uniform, accurate fit so they meet with straight Ines, free of smears barrier under slabs t d lace on earth.p F. PLAtGING: C� � or overlaps. Install exposed materials appropriately level, plumb, and I. Use buggies B. STEEL MATERIALS: :FNSED PLO ies at accurate right angles or flush with adjoining materials. Attach 99 and metal chutes at sloes between 1:2 and 1:3 to I. STEEL PLATES: A5TM A 36 to tolerances of A5TM A 6. TCER, P.E. materials with sufficlemt strength, number, and spacing of attachments SECTION 02246 - SOIL 5TABILIZATION avoid separation of aggregates. Drop concrete vertically (n center; 2. STEEL PIPE.- A5TM A 501 or A 500 to shapes detailed. that will not fail until maaterials joined are broken or permanently do not draw or rake concrete laterally to position. 3. BOLTS: A5 A 30� typically, and A5TM A 525, high strength • • deformed. A. Coordinate the re ulrements of the Structural Drawin s with the 2. Use readyy mixed concrete only. Comp y with requirements of bolts, nuts, w hers, where shown on the Drawings. O O requirements of this Division. if a conflict exists, awingls on the Strut- A5TM G �l4 for mixing and transportation of concrete to the project. SECTION 01700 -- CONTRACT OL05EOUT 3. Place concrete continuously in any one part of the Work. G. ITEMS: Items for fabrication include, but are not limited to, the � m tural Drawings take precedence. Refer to the Soils report and survey a, IF a whole art of the Work cannot be laced monoIIthicoll , P p y followin for existing subsurface conditions. lace to construction joints indicated on Drawin s or as A. RELEASE OF LIENS: p j g i. Preformed steel stairs. 1. Tine Contractor shall deliver to the Owner a blanket release of liens approved by the Architect. Z b. Retigghten forms, clean hardened surfaces, and cover with D. GALVANIZED MATERIALS: All exterior exposed steel and where noted covering all Work performed under this Contract, including that of SECTION 02510 - CONCRETE CURBS, WALKS, AND PAVING bonding compound before placing a ainst hardened concrete. p � �- � Subcontractors, Subsubcontractors, vendors, and other suppliers 9 P P g 9 on the Drawings. of materials and labor. 4. Place sloped concrete from bottom up. I. NON5TRUGTURAL PIPE: A5TM A 120. A. See site plan 5. Use temporary screeds when placing slabs to maintain levels and M Z m W 2. The forms shall bye executed by the authorized officer and p y P g 3. STEEL SHAPES, PLATES, BARS, AND STRIPS: A5TM A 123. Q notarized. No finial payment will be made by the Owner to the slopes as required. Provide adequate support for screeds to 4. STEEL SHEETS: A5TM A 446. Q .J Contractor until all release of (lens have been delivered to the SECTION 05110 - CONCRETE FORMWORK maintain accurate elevations. 5. ASSEMBLED STEEL PRODUCTS: ASTM A 3&6. N v d) C) Z Cj Owner. 6. Place slabs in alternating strip sequence, with control joints and 6. DELIVERY OF HOT-DIPPED ITEMS: ASTM A 525. �j- Y, y A. FORMING SURFACES: Provide formwork In accordance with methods 2 approved by the erseer. Provide floor slab control 1. GRATING LU J � 'I B. GUARANTEES, BONDS AND INSPECTION CERTIFICATES: Recommended Practice for Concrete Formwork, AGI 347, with smooth joints on 20 foot maximum centers, except where shown otherwise. I. The Contractor shall have guarantees upon materials and and clean surfaces. Provide #5 x 2 foot O Inch smooth dowels at 12 inches on center E. STEEL SHOP PRIMER: .�oply with spray for exposed items. Applyy 0 Q workmanship as required by Article 13 of the AIA General I. WOOD: Dressed to uniform thickness without loose knots or other of joints. primer Free of runs and other irregularities that may require modiifica- Conditions and special guarantees and bonds required by the defects. Plywood minimum of 5/8 inch thick. 1. Place footings and grade beams immediately after excavation and tion to achieve the specified finish appearance. If the ootin or grade, beam excavations become aL Contract Documents executed in the Owners name. 2. STEEL: Rust free or galvanized form surfaces, preparation. 2. Collect and assemble all required uarontees and bonds and g contaminated with water, r out the substrate and recompact as F. WORKMANSHIP Z -1 deliver them to the Owner prior to final payment. B. ACCESSORIES: directed by the Architect o soils engineer. I. EXPOSED ITEMS: Moderate irregularities not visible at 30 feet may W -a C� V N r I. GHAIR5 AND BLOCKS: Provide plastic chairs where formed remain. Mill marks may remain. H � � Z) J (N Q SECTION OIllO - GLEANING surfaces are exposed, spaced a if of 5 feet 0 inches on a. HELPS: Grand welds to small radius with uniform sized cove. Q lLJ < O � center for beams, and 4 feet O inches on center for slabs with SECTION 033-16 - CONCRETE CURING, TREATMENT, AND FINISHES b. BOLTS: Use only flat or oval head, countersunk bolts where C) Z J 0 nl LL A. PERIODIC GLEANING:: sand plates on grade. exposed to view. � r-A. CURING MATERIALS: c. JOINTS: Provide maximum a of 1/16 inch. < N Q Q I. GARBAGE COLLECTIONS: Provide a collection can at each 2. EXPAN510N JOINTS: Provide wrapped dowels, or protect dowels g p o'� J location on the site used as an eating a I. PRODUCT LIMITATIONS: Do not use products with the following 2. OTHER LOCATIONS. No improvement from mill finish required p g circa. Pick up all garbage with cardboard tubes For alignment reinforcing across expansion LL not deposited irn cans daily. If garbage 15 left overnight, cover joints. characteristics. except preparation for galvanizing or priming. a! a. Leave olly or waxy residue that may interfere with future 3. WELDS. Grinds not required. O cans. Remove garbage, from the site at least weekly. Keep the 3. FORM RELEASE AGENT: Provide chemical type form release coatings or floorin adhesives. � q. ►� � Z Work area free of garbage, trash and vermin infestation. agent. g g 4. BOLTS: Exposed bolts permitted. w g 9 g b. Discolor surfaces designated to remain uncovered. z 2. TRASH REMOVAL: Glean the Work area of trash at least once a 2. SHEET CURING: White sheet materials only, complying with ASTM G 171. 7) < G. INSTALLATION: Do not allow form release agent to contact reinforce- � week. When rapid accumulation occurs, remove trash more ment or concrete a atnst which fresh concrete shall be laced. Wet 3. LIQUID CURING COMPOUND: � frequently. Remove highly combustible trash such as paper and board forms until oInts are swelled shut. Formwork shall be strong a. TYPICAL USES: ASTM C 30G, clear, Type I, or Type 1-0 with cardboard dail j g fugitive tint. enough to withstand the fresh concrete, and tight enough to prevent b. OPTIONAL FOR EXTERIOR PAVING: A5TM G 30q, Type 2 or 3. P15PO51TION OF DEBR15: Remove: debris from the site and make leakage of the mortar. Type 1-D . legal disposition. No debris or material may be buried or burned yp JJ�� //��'' at the site. 4. WATER PONDING: Flood or spra� water to keep concrete ��"''CL/� D. FORM REMOVAL: Do not remove formwork until concrete has attained ff strength to support its own weight, live loads, and additional con- surfaces covered with water or he curing period. B. FINAL GLEANING. struction loads and has hardened enough to prevent leakage of the I. The Work area s4hall be thoroughly cleaned Inside and outside. mortar, g p g B. INTERIOR FLOOR TREATMENT COMPOUND; Gleaning includes removal of smudges, marks, stains, fingerprints, I. A.G. Horn, "Horn One-Kote". soil, dirt, spots, dust, lint, and other foreign materials from finished 2. Curecrete Chemical Co., "Ashford Formula". 2 and exposed suirfaces. 2. Remove all temporary facilities. of 14 SECTION 05120 - STRUCTURAL STEEL E. MATERIAL THIGKNE55E5: The follow thicknesses shall I D. PREPARATION AND INSTALLATION OF RELATED WORK: following apply SECTION 08112 - HOLLOW METAL DOORS AND FRAMES exce double screw 2 inches A. PROVIDE SHOP DRAWINGS FOR 5TRUGTURAL STEEL (INCLUDING t when shown thicker on the Drawings- I. Insure that substrate Is dry, firm,smooth,anted free o dirt and loose c. FIELD SPACING: 12 inches on center; p ng '" f f l y from first nail. CONNECTIONS)' FOR APPROVAL. 1. BOTTOMS,ENDS,DIV1510N5: 3/4 inch thick. material• A. WARRANTY: Warrant the Work specified herein for one year against d. FIRE RATED BOARD: Refer to manufacturer's literature. 2. FACE PLATES: Equal to door thickness with 5/4 Inch minimum. 2. Provide weathertight installation of occese5orles and flashing becoming unserviceable or caushg an ob actionable, appearance result- B. MINIMUM COMPLIANCE STANDARD: 3. WEB FRAMES: 3/4 inch minimum. specified in other Sections. in from either defective or nonconforml materials and workmanship. 4. BACKS AND DRAWER BOTTOMS: 1/4 Inch plywood, over 24 3. BITUMEN TEMPERATURES: g F. TRIM: Provide trim where board abuts other material, where shown, p yW Defects shall include,but not be limited to, the Following: and where needed to cover exposed ends of board. Provide floated I. AI50 "Code of Standard Procttice for Steel Buildings and Bridges". inches wide require center bottom support. Limit backs with a. OPERATING TEMPERATURE: Heat bittmmen to maintain a 1. Indentations,rust,and surface defects. �� ` flange design,except where exposed type Is shown. 2. AI5G Specifications for the [Design, Fabrication, and Erection of braces to 12 square Feet. viscosity of 50 to 150 seconds per iASTM E 102. 2. Inadequate or misplaced hardware reinforcement. Structural Steel for Buildings"' and including the "commentary of the 5. DRAWER FRONTS: 3/4 inch. b. MINIMUM(TEMPERATURE: Do not allow viscosity to fall below A156 5pe:ciFication". 1. SHELVES: Unsupported, exposed shelves 3/4 inch thick to 36 250 seconds at point of application.. G. JOINT FINISHING: Float out and scud to make Joint invisible when 3. A15G "Manual of Steel Constreuetion". p pp B. MINIMUM COMPLIANCE STANDARD: Provide Steel Door Institute painted with untextured paint typically and tape and fill without sanding 4. AWS DI.I, "Structural Weldi Code . inches and I inch minimum to 42 Inches c. MAXIMUM TEMPERATURE: Do not heist bitumen in excess of "Standard" grade construction,details,and features. in concealed locations. n9 6. BA5E5: Design to space 3 inches deep x 4 inches high x 1/2 inch 250 degrees F above the softening I point,or In excess of 25 C. MATERIALS: p�eepp recessed base across exposed ends. degrees F below the flash point. G. DOOR GON5TRXTION: Provide Ib gage flush galvanized steel H. WORKMANSHIP TOLERANGE5: I. STEEL SHAPES,BARS, AND PLATES= ASTM A36. q. deep 3/4 inch minimum thickness,except when shown greater d. Provide working thermometers for vrerification of bitumen insulated and bonderized and prime painted doors with water tight tops I. VISUAL: Any nicks,bumps,out of level, or out of plumb areas 2. PIPE COLUMNS: A5TM A53 orr API Standard 5L,Grade B. on the Drawings' temperatures. for exterior doors. detectable by the naked eye must be corrected. 3.TUBE COLUMNS: ASTM A500,Crude B. F. CABINET HARDWARE: Prepare the millwork for the installation of the 2. WALLS: Maximum deviation From vertical is 3/8 inch. 4. STANDARD BOLTS AND NUTS:: A5TM A301,Grade A and A325- hardware as scheduled on Drawings. SECTION 07620 - BUILDING SHEET METAL D. FRAME GON5TRUCTION: Provide standard 14 gage frames press- 3. BUMPS IN BOARD: I/b in 24 Inch maximum. 56 Load Indicator bolts as shown on the Drawings. sembled and welded before delivery to the site, gga�lvanized and prime 4. CORNERS: Maximum out of square 3/I6 inch in I6 inches. 5. GALVANIZING: A5TM A123. G. INSTALLATION= Place level, plumb,and at right angles to adjacent A. MINIMUM COMPLIANCE STANDARDS: The Folloming Documents painted,fitted with adjustable anchors,reinForcedfor hardware. Refer a. Where exposed on the iexterior. work. Where field cutting or trimming is necessary,perform in a neat, govern the Work except where more restrictivea requirements are to Drawings for all jamb anchor conditions. N b. Where specifically notecd. accurate, professional manner without damaging the products and specified. SECTION Og618 - RESILIENT BASE a 6. SHOP PRIMER: adjacent work. Attach securely so the products will perform to their I. Sheet Metal Manual of the Sheet Metal shad Air Gondittoning N Contractor's National Association (SMAGNk J. A. APPROVED MANUFACTURERS: `" N a. Remove loose mill scales, loose rust,and other Foreign materials maximum ability without damage resulting from Inadequate fastenings. SECTION 08120 - ALUMINUM DOOR FRAMES MANUFACTURERS- per 55PG 5P-2 and SP--I. � Corp., � g ■ � B. GALVANIZED SHEET STEEL MATERIAL: I. pe Rubber Fostoria, OH 44803 (800) 53"1-g52'1. b. ACCEPTABLE PRIMERS:: H. TYPICAL CABINETS: AWI Custom grade with plastic laminate to s A. FRAME GON5TRUGTION: 2. Burke Flooring Products,San Jose,GA g5112 (405) 2CI I-350:0. 4 (1) F5 TT-P-86 Type I or II. and exposed surfaces. Semi-e osed surfaces shall be Plastic Earn- 1. OUALITY STANDARD. A5TM A 251, coating designation G q0. 3. Flexco Division of Textile Rubber uscumbla,AL 35614 (205) yp p xp p I. DIMENSION LIMITATIONS: 383-1414. Co.,� �' N Incite except drawer shells shall be wood. 2. FINISH: , (2) SS T Paint 4 64T. p a. METAL PREPARATION. Prepare surri'me for painting in a. THROAT OPENINGS: Provide necessary width to accom- 4. Armstrong rubber wall base (800) 2q2-6308 N (3) FS TT-P-b36G iron oxide or zinc chromate alkyd primer. compliance with ASTM D 20g0 reco)mmendation5. modate wall condition. D. ERECTION: SECTION 01115 - WATER REPELLANT b. PreFinish sheet metal with polyester� enamel finish I mil b. FRAME FACE: 1-1/2 inches. c. TRIM RETURN: 1/4 loch minimum to 1/2 inch. B. MATERIALS: minimum thickness. I. Material: Rubber. I. Set structural frame accvrateldy to the Imes and elevations shown d. STOP HEIGHT: 1/2 to 5/8 Inch. 2. Size: 1/8 Inch thick x 4 inches. on Drawings. A. PRODUCT DESCRIPTION: G. GALVANIZED SHEET GAGES: 24 a minimums. ' 2. Glean bearing Surfaces before assembly. I. GENERAL: Water clear,fast drying,penetrating, water repellent gag 2. REQUIRED FEATURES: 3. Color: As selected by Owner from full manufacturers range. I. Clips used for attachment shall be two s thicker than the 3. Establish required leveling crud plumbing measurements on mean liquid compound. 9 a. CORNERS: Held in alignment with concealed clips. 2. VEHICLE: Water-alcohol Formulation. piece they retain. 9e C. APPLICATION: operating temperature, of the structure. Make allowances for 2. FASTENERS: Galvanized,cadmium,and stainless steel. b. HARDWARE PREPARATION: Provide cut outs and reinforce- I. Butt ends to hairline Fit;avoid strechh difference between temperatwre at time of erection and mean 3. 5OL105: 5iloxane formulation. ment for all mortised hardware. Provide reinforcing for surface g' temperature at which the stru4cture will be when completed and in MATERIAL COMPATIBILITY: Provide mutual(y compatible materials and mounted hardware. Minimum aluminum reinforcing thickness 2. Place base with joints under compression and so toe continually 5ervlc D. MAT e. B. PROPERTIES: of I/& inch. touches flooring. under base plate,* and where shown r manufac- I. REPE1 LENGE: No water penetration on surface as evidenced fasten!ng where in contact. IF not available, Isolate incompatible 4. Install groutp per Pe by c. FA5TENINGS: Provide concealed fasteners,except flush SECTION OggOO - PAINTING turer's specification. abserxe of wet discoloration. materials to prevent electrolysis. 5. Do not enlarge unfair holes bray burning or by drift pins. Ream 2. ADHESION: No interference with the adhesion of sealants. If tests screws are permitted In web members of borrowed light E. INSTALLATION: frames. A. WARRANTY: Warrant the Works specified herein for one year =ainst holes that must be enlarged tto admit bolts. show Interference, mask off sealant areas,or apply repellent after d. DOOR STOP WEATHERSTRIP: Provide continuous wool pile p y � 6. Do not use gas cutting torches For correcting Fabrication errors sealants are Installed. 1. Prime flanges and other metal in contact rwith roofing membrane. p becoming unserviceable or causing an objectionable appearance result- 2. Bed sheet metal FI es on roof membranne and base flashing with inserts on head and Jamb stops. g g j pp result- except t on secondary members which are not under stress. 3. SHEEN: Zero sheen. g e. EXCESS LENGTH: Frames shown to tail( shall have I inch ing from either defective or nonconforming materials and workmain5hip. P y f lashing cement. 4. DISCOLORATION: No changein color or tone. 9 Defects shall include,but not be limited to the follow : minVrwmi extra length at bottom For field cut. � SECTION 05210 - STEEL J015T5 5. RE515TANGE TO HOU5EHOLD GHEMIGAL5: ASTM D 1308;no 3. METAL FIN15H: AA M21-622-A41,Natural Anodized I. Noticeable discoloration,streaking,blooming, darkening,or faading. change in color, Finish or adhesion. SECTION 01113 - ALUMINUM GAP FLASHING 4. APPROVED MANUFACTURERS: 2. Mildewing. A. MINIMUM COMPLIANCE 5TANDARD-5: The following documents govern a. Ro land Manufacturinig Co., Inc. Houston,TX 17055 (713) 3. Peeling,cracking, blistering, alligatoring, or releasing from the, the Work except where more restrricttve items are specified: SECTION 01211 - BATT AND BLANKET INSULATION A. MATERIAL: b8 -b100. substrate. I. Steel Joint Institute. 1. ALUMINUM COPINGS: 0.063 smooth finish iatum�xn of 5005-HI34 b. M-61 Interior Products Alumax, 4. Chalking or dusting excessively. 1. edification for the Design cof Gold-Formed Steel Structural A. MINIMUM COMPLIANCE 5TANDAR05: The Following Documents alloyy. Magnolia Division, vern the Work exce t where more restrictive Items are specified; 2. 5PL10E PLATES.. OD32 smooth finish olvTninum of 5005-HI34 Magnolia,AR 11153 (800) 643-1514. 5. Changing sheen in irregular fashion. � fn gn 6. Softest or becoming tat embers by the American lrorn and Steel Institute. g� p P C. Anhpco Products Inc.,Hialeah, FL 33014 (305) 821-5100. m 3. AWS DI.I - Ig88, "Structural WJelding Code'. I. Federal Specification HH-1-521F, Type 111. alto , finish to match copings. 2. American Society of Heating, Refrigeration,and Air Conditioning 3. ANCHOR PLATE: Galvanized steel, A5TM1 A g3 hot dipped with d. American Architectural Components, Inc., Houston,TX 17018 a Q pp B. PREPARATORY WORK: (113) bq4-0212 � B. WELDER GUAL.IFIGATION: Each welider performing Work on this Project Engineers. minimum of zinc per square foot (Divided ion 2 sides of sheet),(24 I. PROTECTION WORK, Arrange procedures and devices to protect shall be qualified In accordance wilth American Welding Society, 3. National Environmental Systems Contractors Association. gage minimum). B. INSTALLATION: other Work from disfigurement and physical damage. Repair or C" 4. A5TE NER5: Suitable for positive anchors e,corrosion resistant, replace materials damaged as a result of the Work of this Section. N Structural Welding Code,AWS DI.I iwlthin 12 months of the tom- I. Erect frames perfectly plumb and with accurately sized openings. P � 177 mencement of welding on this Project. B. INSULATION: Mineral wool or glass fiber butts or blanket conforming compatible with aluminum and galvanized sheet. If wall conditions are unsuitable For good Frame erection,do not 2. STEEL AND IRON. Remove grease,oil,and dust, and touch-vp V m to E.P.A. enter conservation requirements and F.5. HH-1-52IF,T 5. COPING FINISH: Provide facto Ited'� coating,orfietd applied 9y q '� � �p n9 � proceed. chipped and abraded places on items that have been shop prim- III. coating as specified In the Painting Section in color to match ad,ust same t of rimer. Q G. MATERIALS: 2. Anchor Frames securely. Attach at each hinge and at strike. nngg ape p I. JOISTS: See Drawings For type and location. I. UL RATING: Maximum flame spread of 25,fuel contributed of 50, Pennzoil Red. 3. GONGRETE, MASONRY: Check for high moisture and alkali 't X 2. BRIDGING. Horizontal bridgimg of type,size,and spacing and smoke developed of 50 when tested per A5TM E 84. 6. APPROVED MANUFACTURERS: content. If high alkali is present,neutralize to suitable levels. W ('n recommended by the joist manufacturer. 2. THERMAL RESISTANCE. "R" values are listed in the ASHRAE a. MMSystems Corporation. 4. SUBSTRATES GENERAL: Provide normal minor patchl on < 3. WELDING EL.EGTRODE5. Comply with AW5 classifications for Guide for butt and blanket insulation. Provide �pany, Inc.6 3/4 R-22 for b. W. P. Hickman Go SECTION 08212 - FLUSH WOOD DOORS ng surfaces provided under other sections of this Work. &ces5lve X Z strength of steel used. roof and 3-1/2 Inch R-11 in walls for sound attenuation. Provide c. Construction Specialties, Inc. A. DOOR CON5TRUGTION: patching or treatment is not included in this Section of the Work. Q aluminum foil laminated to one side with flanges for stapling 1. FLASHING: Refer to roof membrane secttions for flashing material. I. Wood grid. in 0 application. C. APPROVED MANUFACTURERS: < D. WELDED FABRICATION: apP 2. Implanted wood blanks. p KY 40201 (502) 8g1- I. Work in accordance with AW5 Gode For procedures, appearance, B. INSTALLATION: I. "Devoe', evoe a Ra nolds Co.,Go Louisville,, Q = cf� G. INSTA!.LAT!ON: Positive) attach ed s and ends to prevent or 1. Attach anchor late to to of wall at 5 fmot centers using nails, 3. Kraft Fiber honeycomb. y and quality of welds,and metthods used in correcting welding y P p p g 4. GLUE TYPE: Wale ooF Type I. g861. CL C work. openings in the vapor barrier. Instal blankets with the vapor rier inserts or screwy as required by Job conditions. ►r^pprr 2. PPG industries, Inc.', Pittsburg, PA 15212 (412) 434-3131. [� 2. Select weld sizes,Sequence, and equipment to limit distortions to to the warm side. Butt sides and edges of blankets together to avoid 2. Install 0.032 splice plate at 10 foot centta-5 on anchor plates. Use 5. FACE GONSTRUGTION: Hardwood crossbonding and face veneer 9 d� q eq pm on each side of door. _ Q allowable; tolerances. gaps in !nsulation. Do not cover insuaation until the installation has an approved caulk on each side of joint. D. MANUFACTURER'S INSTRUCTIONS: Follow the manufacturers pre- b. EDGE BAND AND FACE VENEER SPECIES: Any close gain d N _ 3. Assemble: and weld using faalpnced methods to avoid warp. been ir�•�l�ected and approved. 3. Engage hook on front Face of coping with projection on front face printed instructions as a minimum requirement for the use an install- hardwood or medium density Overlay. ation of his products. n of anchor later. Pivot coping down into position pressing firm( � ty y pp at rear over each anchor plate until hoolksn rear face, of coping 1. DOOR QUALITY: AWI "Gietom' grade. � I. APPEARANCE: Provide uniform color,texture,and sheen. � 8. HARDWARE PREPARATION: Shop machine and shop mortise SECTION 05500 - METAL FABRICATIONS SECTION 01212 - RIGID INSULATION 4, Install Following placesieces of coping leavinga I/4 inch joint between panels For proper fit of finish hardware. 2. NEATNESS: Do not smear,spatter,or run coatings over adjoining colors or materials. Gut-in lines shall be straight. J A. SHOP DRAWINGS: Indicate size,rmaterial, and finish. Show locations A. MATERIALS: abutting ends at splice plates to allow for thermal xpansion. B. INSTALLATION: W LJ and Installation procedures. IncMde details of Joints,attachments, and 1. POLYSTYRENE BOARD INSULATION: 5. Glean the coping cap. Remove foreign rmaterials and debris from I. Instal I doors plumb and level without binding racking,or twisting. E. PAINT THICKNESS: Provide the following minimum dry film thicknes5 h 17- clearances. a. DESCRIPTION: Rigid,closed-cell,expandedpolystyrene. the installation. per coat: b. SPECIFICATION: �5 HH-I-5246 Type V. Doors shall not fall open or closed. 1 INTERIOR: I mil. 2. Coordinate hardware installation for proper door operation. Adjust 2. EXTERIOR: ENGINEER: B. STEEL MATERIALS: C. GOMPRE551VE STRENGTH. 100 psi. SECTION 01120 - SEALANTS AND CAULKING locks and latches to Snugly without forcing. Align I. STEEL PLATES: A5TM A 36 to tolerances of A5TM A 6. d. WATER A55ORPTION: 03 perms per inch maximum. PROVIDE RATED 5EALANT5 AROUND ALL PENETRATION55 THROUGH RATED hardware to function wit t squeaking,binding, or racking. a. ENAMELS ON METAL: I mil. 2. STEEL PIPE: ASTM A 501 or A 500 to shapes detailed. e. THERMAL RE515TANCE: R 5 3. CLEARANCES: b. LATEX PAINTS: I mil. A55EMBLIES (SEE DETAIL) Ni 3. BOLTS: ASTM A 307 t ieoIll ,and ASTM A 325,high strength f. SIZE: I6 inch,24 inch or 48 Inch wide boards; length as C. METAL PRIMERS: 15 mils. yp y g n9 � a. HEAD AND JAMBS: I/I6 Inch minimum, I/8 inch maximum. ER bolts,nuts,and washers,where shown on the Drawings. required for minimum number of Joints. A. EXTERIOR SEALANTS AND 5EALANT5 FOR M07VING JOINTS: Curingb. 5111: I/4 inch clearance from to surface of Floor( d. UNDER GOATS: 1.5 mils. g. APPROVED MANUFACTURERS: p e. OIL PAINTS: 15 mils. w type,,two art bulk compounds conform to F:5.TT-5-00221E(3) or 2 G. ITEMS: Iterri5 for fabrication inciwde,but are not limited to, the (U Styrofoam RM,Dow Chemical Company. yp p p f. TRAFFIC LINES: 2.5 mils. = M 0 Following: (2) Foomulor 400,U.G. Industries. one part conFormin to F.S. TT-5-00154 A. Pr'rovlde compounds that 5EGTION 081a0 - FIN15H HARDWARE 3. THIGKNE-55 TEST. Use visual observation gage that measures V o u � � - I. Preformed steel stairs. (3) 5tyropor Board, BASF/Wyandotte. cure or polymerize solvent release,moisturee absorption,or catalyst. shape scratch. y ,CI I. APPROVED BAS G INGREDIENTS: PolysulFFide,silicone,polyure- o � thane,or of tremdyne terpolymer. A. MINIMUM COMPLIANCE STANDARDS: The following Documents v'� �^ o4( D. GALVANIZED MATERIALS: All exderior exposed steel and where noted B. INSTALLATION: govern the Work except where more restrictive requirements are F. COMPATIBILITY OF PAINT TYPES: Verify the compatibility of each type S, P on the Drowir I. FIRE HAZARD: Do not deliver plastic insulation materials to the 2. NON-AGG ABLE: Linseed oil or other oil base caulks,asphaltic, specified. of finish coat with shoprimers and between field coats. When OQ I. NON5TRU6TTURAL PIPE: A5TH A 120. project site ahead of time installation. Protect against Ignition at or coal-tor types. Acrylic,volume. n, and butyl base types. 1. NFPA Pamphlet No. 101. necessary, switch paint types or vee a block coat to avoid interference �CENs g 3. SOLIDS: qb� minimum volume. ---" 3. STEEL 5HAPE5, PLATES,BARS, AND 5TRIP5: A5TM A 123. all times. Complete the installation and concealment of plastic 4. CURED HARDNESS: (Shore A durometer)l Maximum of 30. 2. AN51 A117.1. between paint types. JEFFREY T. BUTLER, P.E. 4. STEEL SHEETS: A5TM A 44f6. materials as rapidly as possible in each area of Work. 3. NFPA No. 80. 5. ASSEMBLED STEEL PROD11675: A5TM A 38b. 2. Mop or adhere insulation in place to prevent movement. Follow 4. UL GertiFication. 6. TYPICAL EXTERIOR 5Y5TEM5 6. DELIVEF;Y OF HOT-DIPPED ITEMS: ASTM A 525. the manufacturer's recommendations for the installation of the B. INTERIOR SEALANTS: All exterior sealants 4tus the followin ty es. tx P 5p 5. ADA Guidelines. I. 6ALVANIZED METAL: 1. GRATING insulation. I. Skinning type,bulk compounds conforming tto F.S. TT-S-O Ib 1, 1 coat Zinc dust, cement primer,or epoxy ester. 0 Q 3, LOCATION5: Provide 1-1/2 inch thick board in masonry wall or A5TM C834,with active ingredients OF butyl rubber,acrylic, G. INSTALLATION: Install in accordance with the manufacturer's templates 2 coats Semi- loss exterior enamel. � (n E. STEEL SHOP PRIMER: I with spray for exposed items. I and under the slab where the frost line is below the hypolon,and other similar pointable compeouncis. p �+ y sp y xp Asp yy and printed information. Adjust closers. Check locks, latches,and 2. STEEL OR IRON. (Regular primer by Fabricator) � � � � primer free of runs and 'Other irregularities that may require modi�fica- bottom of the slab. other operating mechanisms for ease of operation. Provide i as I coat Touch-up of primer. C4 O lion to achieve the Specified Finisih appearance. G. CONGEALED 5EALANT5: Non-skinning, re5illen4 (soft),preformed,or g p I coat (Intermediate) Iron oxide rimer. F� < sp P bulk c ounds conforming to NAAMM Standards 55-16,55-ib, or directed by the Owner. P In } F. WORKMANSHIP SECTION 01416 - METAL WALL PANELS 55-Ic,withbasic Ingredients of I butene,s tthetfc resins, 2 coats (Finish) Semi-gloss exterior enamel. U_ CD oleoresinous compounds,or similaar noncurN coompounds. SECTION O I266 - GYPSUM WALLBOARD SYSTEMS 3. PAVEMENT: (Traffic I nines) ►--�+ I. EXPOSED ITEMS.. Moderate irregularities not visible at 30 feet may I. SEALANT TAPE: Preformed or extruded i non-curlrg butyl with or I coat Zone marking paint. E"I O Q remain. Mill marks may remoiln. A. RELATED DOCUMENTS: 4. ALUMINUM. Q Z W a. WELDS: Grind welds to small radius with uniform sized cove. I. PROVIDE PRE-ENGINEERED BUILDING DRAWINGS BY "GEGO"OR without reinforcement. A. MINIMUM COMPLIANCE STANDARDS: The following Documents I coat zinc chromate primer. Q J } 2. NON-ACCEPTABLE: Types which do not rreseal if seal is broken. vern the Work exce t where more restrictive Items are ecified: b. BOLTS: Use only flat or oval head,countersunk bolts where EQUAL FOR APPROVAL. MIN. 5TANOARDS NOTED ON PLANS. go P 2 coats Semi-gloss exterior enamel. �`() v Q Z exposed to view. f. ANSI Agl.l. � � � � P D. 5EALANT COLORS: White,black, gray,olumnurm,limestone,and 2. 5um Association Specifications. c. JOINTS: Provide moxirmum gap of 1/16 inch. B. MATERIALS: A5 brown Provide clear Silicone Forlassointy� H. TYPICAL INTERIOR SYSTEMS: J Q 2. OTHER LOCATIONS. No improvement from mill finish required I. METAL PANELS: . g j . 3. ASTM G 154. except preparation for golwanizing or priming. a. PANEL: Provide a 22 gage minimum aluminum panel which 4, ASTM G 840. I. CONCRETE MASONRY UNITS: Q - eepp l E. 5F._ALANT MANUFACTURERS: I coat combination filler and sealer. � � Q < 3. WEL05: Grinds not re u►rEed. forms vertical reveals 2 inches on center,conforming to ASTM 2 coats flat latex. n9 q Midland MI 486'40(800) 248-2345. 4. BOLTS: Exposed bolts perrmitted. A 446, In a flat (striated) non-patterned Finish with a Duofinish I. Dow Corning Corporation, B. FRAMING: Refer to Rough Carpentry. � Z -p 2. General Electric Company,Waterford NY 12188 (518) 237-3330. 2. PAINTED WOOD: 300 coat in the color to match Pennzoil Red. Finish may be y' I coat Oil base enamel undercoater. - u Fact applied or field coated,complyingwith the require- 3. Pecora Corporation,Harleysville, PA Ig4:38(215) 123-6051. G. WALLBOARD: Provide standard gypsum board,ASTM C 36,fire-rated F_4 Z, _J factory `pp q 4. Tremco Cleveland OH 44104 (216) 22q-5000. 2 coats Satin enamel. � J LLL r board, e "G" or "X" ASTM G 3b moisture resistant board ASTM G SECTION 06220 - MILLWORK menu of the Painting Section. Provide a 26 gage minimum 630 �P � � 3. GYPSUM DRY WALL: 11/ � galvanized steel Interior Face, conforming to A5TM A 611, in F. AGGE55ORY MATERIALS: I coat Sealer and primer. J N Q A. MINIMUM COMPLIANCE STANDARDS: "Quality Standards of the a flat sheet with a baked on shop primer. Panel faces shall 2 coats Semi loss latex enamel or Architectural Woodwork Industryl" (AWI). I. BACK-UP FILLERS: Non-absorbent,non-sttannnng, expanded,closed D. TRIM AND AGGESSORIES: Galvanized Steel,provide, USG Reinforced e Q 1� _J U_ Q contain no other surface features. cell plastic or rubber compatible with seaalants used. oil base enamel. Z lY N Our-A-Bead corner beads, USG 200-A trim,and USG Oq3 expansion l.L Q B. PLASTIC LAMINATE: Use horizontal grade typically.Vertical grade, b. JOINTS: Provide offset interlocking type Joints on nominal 12 p 4. STEEL: (Primed 4 fabricator) E"i r tT g rf g inch centers with factor installed concealed weatherproof a. NON-SUITABLE MATERIALS: Oil or bituminous types and joints. Q may be used for cabinet interiorrs and vertical su aces of y oakum. I coat Touch-up o primer. Q Q ggaskets. cabinets. Use balance sheet as required by AWI. 2. ANCHORS AND FASTENING DEVICES: Use standard non-corro- b. 51ZE AND SHAPES: Round,square„or rectangular,to fit E. APPLICATION TO STEEL FRAMING: u- Gores shall be 3/4 rich P5-I-B3 BD Exposure I plywood and edges various job conditions. I. LENGTHS: Use longest practical le thy. Small pieces permitted shall be self-ed a unless s citified otherwise. slue anchors and fastening devices. No fasteners shall be visible j °r'g pr � p p SECTION 10810 - TOILET ROOM ACCESSORIES Q O pe p 2. COMPRESSIBLE FILLER: only as necessary to fill the spaces. )- Z W I. "Nevornar",Exxon Chemical Co. on the face of the pone, a, "Will-seal" illbruck/usa,Tr MI 48C084 (313) 555-4363. RE 2. "Wilson-Art",Rai Wilson Plastic Co. 3. PERIMETER TRIM: Provide required extruded trim of sane finish � Troy, 2. DIRECTION: Long direction across framing except vertical f- q " g A. MINIMUM COMPLIANCE STANDARDS: The following Documents Z CD � and color as wall panels at of wall, bottom,corners,and b. Exnseal , Emseal,U.SA., Inc. Stamfonrd,CT Obg03 (203) application may be used on walls provided boards reach to ceiling g 3. "Formica The Formica Corporation. p 322-3828. govern the Work except where more restrictive items are specified: n O < 4. "Pionite',Sterling En ineerred Products. treatment at soffit. in one piece. r 0 O g g 4. APPROVED MANUFACTURER: Specifications are based on IN- 3. PRIMER5, GLEANERS,TOPCOATS: Use ornly materials listed as 3. ORDER OF APPLICATION: Ceilings first. AN51 A uid v � L1 Sp 2. ADA Guidelines. G. SOLID STOCK: IOA panels,Versawall, H.H. Robertson Co., Pittsburg, PA 15220 suitable in sealant manufacturers inatructtione. Test For staining, 4. BOARD CONTACT: Apply So edges touch. Do not force fit. B. APPROVED MANUFACTURERS: I. ID 5Tt1RE CONTENT- 8� - 13� at time of Installation. (412) q28-1500. Other manufacturers must meet or exceed this compatibility,and durability before procereding. 5. END JOINT5: Must occur over supports. Maximum gap is 1/4 "Premium" standard of quality. inch. I. 8obrick Washroom Equipment, Inc., North Hollywood.GA g1605 2. NATURAL FIN15H HARDWOQP: Comply with AWI Premium q 9 G. INSTALLATION: Proceed only when conditions are suitable for 6. STAGGERED JOINTS: Required for partitions and callings 5o end Bradley -1000. Corp., Grade. C. INSTALLATION: satisfactory performance of Ehis Work. Fol loiw manufacturers printed joints do not all in a w 2. Bradley Corp.,Menomonee Falls,WI 53051 (414) 251-6000. F�O E 3. PAINT GRADE HARDWOOD. Any species without coarse grain. instructions for use and installation of his prodducts. Arrange 1. SCREWING: 9n 3. Wotrou5, Inc.,Northbrook, IL 60065 (312) 480-8g10. I. Install panels on structural steel members as detailed on Drawings. procedures and devices to protect other Woork from disf urement and 2. Install flashing, corners, and interlocking panels to provide a p a. EDGE LOCATION: At least 3/8 inch from board edges. D. SOFTWOOD PLYWOOD: P5-I-83. h ical damage,and correct damages resumingfrom this Work. Prior G. MOUNTING LOCATIONS: Refer to the Drawings. When not shown, watertight System. p � g � b. EDGE SPACING: 8 inches for walls;7 inches for ceiling. , I. EXPOSED: Medium Dcrel Overly (MDO). to ordering or deliver( materials, conduct odheslon test on all submit manufacturers recommendations for locations and mounting �y y 3. Provide Intermediate bracing where required for proper support. 2. SEMI-f:XPOSED: Grade B. � substrate materials. If Inadequate adhesion ids evidenced,consult with � height before proceeding. 4. Repair or replace damage material. q 3. CONGEALED: Grade D. the Architect before proceedinngg Follow the recommendations of the 3 Sealant d Waterproofers Institute's "5E:ALANTr5: The Professional Guide" � D. INSTALLATION: Securely fasten each item to prevent dislocation or for joint design and installation details. vandalism. Attach each item plumb and level in the locations indicated. o f 14 _ w 25 Ilaurellakd ui,�,"ate 4 EX. A/G UNIT / TO REMAIN Mcttltuek•Park Dlctrlrt Bcec6I SITE � ' .g�•�h�;l"a �r.:N'aa+w'i,'' ,��b, ,n LOGATION / EX. RETAINING WALL TO REMAIN25 - E A/G COMP PROPP05E0 Yp` K � ` /6"0 THICK CONCRETE 5LA w/ EX. A/G UNIT TO BE REMAIN ASPFfALr PAVEMENT ' , ° BROOM SWEPT FINISH. )NTROL EXISTING JOINTS ® 10' MAX. 5LOPIE 1/4" 1 25 ` c + o P MP5TER AREA o o ' TO ACRO55 HALK. —� . , ,;°.;, :;;; ,. '.,:;,•, sr'. ,;;,� ':„'+': a II i - ry x EXISTING EX GONG B w O 4 I I r' PAD TER / I I a PLAN 4 � UPPER _ 1 � IT u o s SING P4 a 1 L. 5 v o — I O _ Q PROP05ED P.G. PROP J G T L AR "a 1 1 STORAGE \ SLAB TO MEET J a1 I / EXISTING — •'VIBruc6c o + Y ` \ .. ., LANDING 0 ° ---EX.EL, �/ BUILD UP EXISTING RETAINING HALL M 1 ( � �' \ y/ TO MATCH EXI5TING ADJACENT MAP: ° I o � TR .� � LOG�T I ON MAC / o - LANDING. 1 ` Ex.core p \ a NOT TO SCALE 1 ` W/ELEG.XF R ° S 1 �� PROPOSED EXTERIOR EX 5TI� E6RE55 STAIR / EX.51ATE � Up DN '.°�-- � BUILDING TABLE PATIO I I No BUILDING TYPE BUILDING U5E AREA� EXISTING MIDDLE PLANTER (TO EXISTING ° BE RAISED TO MATCH LANDING) A EXISTING GLUDHOUSE ASSEMBLY 6,255 SQ.FT. ° 4 PARKING AREA ° ` EXISTING LOWER PLANTER B EXISTING CART STORAGE STORAGE 5,171 50.FT. ° I G EXISTING POOL HOUSE ASSEMBLY 1,248 SQ.FT. ® U E b ° EXISTING WALL CONC. I CLUBHOUSE D EXISTING MAINTENANCE 4 PUMP HOUSE STORAGE 4,204 SQ.FT. EX. E EXISTING HALFWAY HOUSE STORAGE 538 60.FT. I ° o ° 4 ROOF I / F EX15TIN1 5UPERINTENDENT5 HOUSE RE510ENTIAL 1,978, 50.FT. I ° SITS PLAN 1365ED . Ek GNAW LINK,�g — X-T E R I O R STEP DETAIL ON SURVEY BY: m 1 wM YOUNG I YOUNG, LAND SURVEYORS 400 05TRANDER AVENUE }GONG. " RIVERHEAD, NE:W YORK 1Ig01 I" EX N � ._ r� ,- • .: ._ _. ._ ., FAVER5 v © ,EL = 8 4 O 8 16 52^ ,,:40 48 (516) 721-2303 W r, EXT�UU5 GOlRr EX.POOL o EXIST. S x oo GRAPHICS SCALE ° a EX. / 51TE DATA: O HOUSE OWNER: LAUREL L I NK5, LTD. o / W < EX,GNAW LINK FENCE Ex.GONG.t GONG WALK BWGK PATIO SUFFOLK COUNTY TAX MAP No.'a: O Z ., D15T: 1000 5EG: 125 BLOGK: 04 LOT: 24.25 WALL O VA LT `�""�"° CD vAu1r AREA OF 51TE: 6,735,732.00 SG2.FT. (154.1 AGRE5) < A � .p EX.RO GONG PAD Y Lu 'V POOL EQUIP � ZONE: A-G (AGRICULTURAL CONSERVATION) L; CL L'SE: RESIDENCE AND GOLF GOUR5E O / GROUND HATER MANAGEMENT ZONE: IV W m i ~ METHOD OF WATER SUPPLY: PUBLIC DATUM: NOVO (M51- 1121) J 5G0FE OF WORK: \� �•� / / I 1 CONVERSION OF EX15TINO ATTIC 5PAGE TO MEMBER LOCKER ROOM SPACE W/ ENGINEER: TOILET ROOM,SHOWERS AND NEW EXTERIOR EGRESS 5TAIR. MODIFY FIRE K * b G ® I PROTECTION EQUIPMENT. ENLARGED PLAN PAS'< I NC7 AREA ° 5ENAcE D 516N ITER Lj. \ 0 M z O / GROUNDWATER MANAGEMENT ZONE IV Jy •:<' v _ . .... a...s.,:r. . ._ METHOD OF HATER SUPPLY - PUBLIC co ALLOWABLE SANITARY FLOW = 600 GPD/ACRE 660 30 O 60 m 120 150 _240 500 / 600 6PD x 151.1 AC = g020 6PD GRAPHIC, SCALE I" = 60'-O" \ \ * (�CENSS9� DEN5I7Y GALGULATION (51TEI: JEFFREY T. BUTLER, P.E. P�RKINC GALGUL�TIONS: \ OUT � CLUBHOUSE: 204 STALLS ® 15 GPD/STALL 3p160 GPD q S ROADS AW� \ PROSHOP (RETAIL): 112 5F. ® 0.03 GPD/S.F. 2"I tGPD �i O EXISTING ON 51TE PARKING CALCULATION: I AREA-403574 ACFM5 \ RESTAURANT: 165 SEATS 0 10 GPD/SEAT = 11050 GPD C 325 EXISTING MEMBERS 0 h MEMBERS = 163 5PAGE5 Y CART STORAGE EiLDG: 5111 S.F.® 0.04 GPDlSF. = 201 GPD T- CD EXISTING EMPLOYEES 0 1/EMPLOYEE = 22 5PAGE5 D© POOL HOUSE: � v PRIOR QTY REQUIRED: 05 5PAGE5 5PA: 124b 5F. 0 0.30 61`0/5.F. = 314 GPD w PRIOR QTY PROVIDED: 204 5PAGE5 / '!— BATHING: 50 OCCUPANTS 0 5 6PP/006. + 0 In 4 5HOWER5 0 50 GPD/5HOWER = 500 OPP 0 CO � PARKING 5PAGE REQUIREMENT HA5 NOT BEEN ALTERED BY CATERING: UP TO 34 0 5 GPO/CAPITA = 170 GPGPI? O Lu THE 5GOPE OF PROP05ED WORK. \ / _ �- \ MAINTENANCE BLDG: 4204 S.F. 0 0.04 6PD/5F W GPD Q (� Z WERINY HOUSE:DENT RESIDENCE: 300 GPD - 300 GPD Q Z � O HALFWA m O 1200 S.F. ® 0.15 GPD/S.F. = 00 GPD QI d) I— :< \ / T ---------------- ��\ 100 6OLFERS 6 5 6PD/GOLFER = 500 GPD -J J < (� \ / ___- __ / i \\ (409b OF 250 TOTAL GOLFERS/DAY)__ O _ Q ------=-----------------------`-__-_--- ' TOTAL EXI5TIN(5 FLOW(DENSITY) = 7,136 GPD 0 OUT PARCEL of LAUREL LWS'/ — * Z \ / OPEN SPACE AREA■ < 200qt3 ACRES 0 DENS 1 TY GALG FOR EX 15T I NC u N \ 5AN1 TARP 5Y5 No.l : < w < O p f/ J LL N \ Q�� GLUBHOU5E: 204 5TALL5 0 15 GPD/STALL = 3,06:0 GPD �- U- \ PR05HOP (RETAIL): q12 5.F. ® 0.03 GPD/5.F. 21 OPP � � �j O O RESTAURANT: 165 5EAT5® 10 GPD/SEAT Ib50 GPD LL \ \ TOTAL EXISTING FLOW(DENSITY) = &,031 6PD - - — — EX. GREASE TRAP Z I..0 REGV: I TRAP 12V x V LIQUID DEPTH = 4,000 GPD 8 UP u Z m :. U55 I TRAP 120 x 5' LIQUID DEPTH = 4p00 GPO I UP O < oR 0 C) EX. 5EPTIG TANK REQ'D: &,031 GM x 2 DAYS 16,074 GAL. U5E: 4 TANK5 170 x 6'DEEP l b,000 GAL. EX. LEAGHI% POOLS P AO E : REQV: &,031 GPD / 15 GPD /S.F. = 5,356 5.F.5.W.A. E Y' PLAN U5E: 15 POOLS 10V x 12' DEEP = 5b5,2 5.FS.WA. I NOTE: THE PROP05ED WORK DOE5 NOT GHANGE THE GLUBHOU5E MEMBERSHIP OR THE GLUBHOU5E U5E. NET CHANGE TO LOCKER QUANTITY AND PARKING STALLS IS 400200 0 400 boo 1200 1600 2000 ZERO. SANITARY FLOW REMAINS UNCHANGED FOR THIS PROPOSAL. GRAPHIG SGALE 1" = 400'-0" f 14 0 0 0 oc 111111 HIT 11 HII 11 111]11 111111 HIT 11 111]11 111111 111111 111111 HIT 11 111111 HIT IIH 11 fill 11 fill 11 11 1111 11 fill 11 fill If Jill N N wnll mill, 11 12 12 7HIT III — TOP OF PLATE 12 12 12 11 U. TOP OF SUBFLOOR TOP OF CEILING 0 0 U TERRACE OMITTED C� FROM VIEW p tV : FINISHED FLOOR - - - - - - p o p MIA Al� 9 9 AAA ku �%NWAW A 91p, I w P� FINISHED FLOOR — TOP OF SUBFLOOR J s � � TOP OF FOUND,AT LL, FIELD STONE VENEER ^�\ FIELD 5T _ _ _ `�✓ ' TOTAL 'FINISHED SURFACE OF THE FLOOR ABOY THE BASEMENT 15<6'-0" ABOI(E FINIS RADE = 36'-II" LINEAR FEET (THIS VIEW) -- — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — oo — — Q 1 .6 COMF LIAN1 m : u I-8 5OUTH ELEVATION - (NO GHANOE) q qLJ SCALE: 3/16" = 1'-0" N TOP OF FOOTING v m ^ O � W m � X Xzu- STORY AE30\/E GRADE PLANE CALCULATIONS : 5m I o REQUIREMENT: < Lr) 261-ON 25'-0' 10'-0' 300-0' 101-0' 25'-0' A BASEMENT SHALL BE CONSIDERED AS A STORY ABOVE GRADE PLANE WHERE THE FINISHED W SURFACE OF THE FLOOR ABOVE THE BASEMENT IS MORE THAN 6 FEET ABOVE THE FINISHED CL L I I GRADE FOR MORE THAN 50 PERCENT OF THE TOTAL F19ILDING PERIMETER. O _l L EXISTING CONDITION: It r TOTAL BUILDING PERIMETER = 380'-2" Q Q Q Q Q 50'—i%�2" (NORTH) + 0'-O" (EAST) + 25'-0" (SOUTH) + 36'-li" (WEST) = 110'-%' ^ m TL LIN FT OF FIN SURFACE OF THE FL ABV 55MNT > 6'ABV GRADE PLANE = 110'-I2" b ALLOWED: TL PERIMETER x 50% = TL LIN FT ALLOWED � —1 IQ 350'-2" x 050 IqO'-I" �l-1 TOTAL ALLOWED = IcIO'-I" LIN FT FF-- b TOTAL PROVIDED = 110'-%" LIN FT RFC ENGINEER: BASEMENT LEVEL DOES NOT MEET THE DEFINITION OF A 'STORY ABOVE GRADE PLANE'. .40 C q , iv LL Z r Y` L6 .�� w`' IS v .Q!CENSE� 4 4 _ v JEFFREY T. BUTLER, P.E. 0 0 0 0 0 20-0' 51-0" 20'-0' 101-0' 5'-II" 18'-I" 6'-0' 10-0' 20'-0" 11 IT if 11 IT 11 11 If if I 1 11 <cQ p ��.•�//• Q FJ-1 O o c NAl'. R' bF' NPrI� C/) 0 v LOY^ER LEVEL FLOOR PLAN H I TOP OF PLATE O in 0 SCALE: 1/16" = 1'-O" O IL Q O (TOTAL E4l)ILDING PERIMETER = 380'-2" LINEAR FOOT) o o o o Q } } v � O O IELD `5TONEGHIMNE x La O - o (b }_ Q TOP OF %5FLOOR In Z ASPHALT ROOF 5HINOLE5 _ TOP OF CEILIINC [� 7- 2 WHITE TRIM - L j r— o o 0 0 o O \ LL p , E--+ < ly L O N o c� a 0 O O ~ IL 0 , � � FINISHED FLOOR TOP OF SUBFLOOR O 0 p Q FINISHED FLOOR o - -_ Z 1D J TOP OF FOUNIDATION a -7 TOTAL 'FINISHED SURFACE OF THE FLOOR ABOVE THE BASEMENT 15 < 6-0" ABOVE FINISHED GFRAD = 23'-01" LINEAR FEET(TH15 VIEW) = PAGE : — — o EA5T ELEVATION - (NO CHANCE) q� 5GALE: 3/16" = 1'-0" TOP OF FOOTING 23'-O" f 14 { 11, c N a: " ° 0 �O GT O� REQUIREMENTS: 505 GRADE PREPARATION CONTINUED I.) WORK SHALL ONLY BEGIN AFTER THE GOINTRAGTOR HAS BEEN SHOWN THE PROPER 3)NATIVE 501E COMPACTION: UPPER ENTRY: o REPORTS STATING THAT ALL HAZARDOUE5 MATERIALS IF ANY HAVE BEEN REMOVED COHE51VE AND COHE51ONLE55 NATIVE 501L SHALL BE COMPACTED TO 95% AND 100% PROVIDE AWNIN6/CANOPY FROM THE SITE USING FEDERAL,STATE, AND LOCALLY APPROVED METHODS AND OF THE OPTIMUM DENSITY, RESPECTIVELY, PRIOR TO PLACEMENT OF FILL. TO MATCH BELOW PROCEDURES FOR THE: MATERIAL IN QUESiTION. s(.)FILL SELECTION AND COMPACTION: NEW EGRESS DOOR 2)ALL STRUCTURES, BOTH ABOVE AND BELOW GRADE ARE SHOWN AS A GUIDE. LOCATION THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED: d OF SUBSURFACE 6TRUC:TURE5 ARE ESTIMATED TO BE LOCATED AS SHOWN. THE EXISTING WINDOW TO BE REMOVED.PLACE i CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACGURAGY OF THE LOCATION OF THE -SAND-GRAVEL MIX(15 TO 3% FINS < 0.02 MM AND GBR 2 11), DOOR AND RE-FRAME WALL AND PATCH AND 50B51URFACE 5TRUCTURE5 SHOWN OR THO1.5E 5TRUCTURE5 NOT SHOWN. -GRAVELY SOIL (3 TO 6% FINES < 0.02 MM AND GBR 16), q, MATCH 510ING A5 REQUIRED. �n 3JWORK SHALL BE PERFORMED BY THE CONTRACTOR(S) AT THEIR OWN RISK AND -SANDY SOILS CY TO SOILS FINES < % FI MM AND GBR 2 8), ExI L LIABILITY. ALL DAMAGE TO THE RIGHT OF WAYS, SIDEWALKS,CURBING, BOTH ON SITE -SILTY GRAVELY SOILS (6 TO IOAS FINES < 0.02 MM AND GBR Z 8), IIITII IIITII fill !I III OR ADJACENT TO THE WORK AREA WILL IBE REPAIRED OR REPLACED SOLELY AT THE -SILTY SANDY SOILS(6 TO 1596 FINES < 0.02 MM AND GBR > 8), 1 CONTRACTORS EXPENSE. -CLAYEY &RAVEL SOILS (OVER 2096 FINE-5 < 0.02 MM AND GBR > 5), 9 ~ -CLAYEY SANDY SOIL (OVER 2096 FINES < 0.02 MM AND GBR > 5), TO.PLATE 4 4)TO THE 5E5T OF THE ENGINEER'S KNOWLEDGE, NO ENVIRONMENTAL HAZARD(5), THAT THE ENGINEER RESERVES THE RIGHT TO HAVE 501E TESTS PERFORMED TO CONFIRM11 COULD BE AGGRAVATED BY THE WORK EXI5T5 ON THI5 SITE. THE SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND N p� SJTHE CONTRACTOR IS ADVISED TO USE CAUTION WHEN EXCAVATING AND OR REMOVING COMPACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE 1 a COMPACTED TO 11596 OF THE OPTIMUM DENSITY. COMPACTION SHALL BE I g N SUBSURFACE STRUCTURES, PIPING, ETC.,DIVE TO THE LIMITED AVAILABILITY OF ACCOMPLISHED AT NO LESS THAN OPTIMUM MOISTURE CONTENT UP TO 2% WETTER. ExIsmq INFORMATION CONCER'NIN6 SUBSURFACE UTILITIES. OPTIMUM DENSITY AND OPTIMUM MOISTURE CONTENT SHALL BE AS DETERMINED BY OVERHANG Tro _ T E ERECTED AROUND THE PROPERTY INSIDE OF THE A5TM D155�. NO RUBBLE. TRASH. BOULDERS. OR OTHER DEBRIS WILL BE ALLOWED g I &)ADEQUATE FENCING IS O BFILL - A5 MATERIAL IN ANY USAGE. aD SIDEWALK, BY THE CONTRACTOR PRIOR TO THE START OF WORK. THE CONTRACTOR 15 ExlsnNa rRmM ro D+3 e TO MAINTAIN THE FENCE DURING THE DEMIOLITION AND THE FENCE IS TO REMAIN IN i REMAM PLACE UNTIL ALL EXCAVATIONS HAVE BEEN FILLED WITH SUITABLE BAGKFILL OR THE SUB GRADE PREPARATION CONTINUED - y' '" ry i�, 15TIN6 "'��,, /. ` / PIE OC N PROPOSED SUBSURFACE STRUGTURE(S) HAVE BEEN INSTALLED AS SHOWN ON THE ------ M ATCH TC H To PROPOSED SITE PLAN, 5) FOR UNSTABLE SOILS WITH LE-55 THAN 250 P5F COHESION OR ULTIMATE BEARING M 6 CAPACITY OF LE55 THAN 500 P5F, 6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL VERH EXISTIr� VERw,Ns Tro 1)GATE5 ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SITE. THESE GATES WILL BE UTILITY AND PIPING TRENCHES AND TANKHOLES RETURN - TO REDUCE MIGRATION OF _ To.SueF a1 SECURELY CLOSED AT THE END OF THE PAY WHEN OPERATIONS ARE CEASED AND THE FINE-51RAIND SOIL AND SEPARATE DISSIMILAR FILL MATERIALS. THE 6EOTEXTILE — J TO.CEILING = RE-FRAME,PATCH _ _ WORKERS HAVE LEFT THE SITE. MATERIAL SHALL OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12" AS I ARIRND MAFT�GH,AS = -___________ _ - ❑ NECESSARY TO COVER THE INTENDED AREA. GEOTEXTILE FABRIC SHALL BE 6TFI3OEX, 8)EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE C.ONTRACTOR(5), IN TYPAR 3401, 6TF150EX, OR TYPAR 5601 AS MARKETED BY EXXON CHEMICAL AT I STAIR AND RAIL TO CODE. ACCORDANCE WITH ALL FEDERAL,STATE: AND LOCAL CODES AND REGULATIONS. I-WO-54-EXXON. TRIM TO MATCH cl)&AS, ELECTRIC, PROPANE, SEWER,POWER:, WATER AND OTHER SERVICE CONNECTIONS 6) BACKFILLING TANKHOLE5, ETC.: SHALL BE DISCONNECTED, REMOVED, OR SEALED IN CONFORMITY WITH THE BAGKFILL FOR ANY EX15TING TANKHOLE5 SHALL MEET THE REQUIREMENT5 OF THIS Q , % y ,,, APPLICABLE REGULATIONS OF THE PUBLIC UTILITY OR THE MUNICIPAL AGENCY HAVING SECTION. LIKEWISE, BAGKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING b j;~ EXI R JURISDICTION. POOLS, BASEMENTS, ETC. SHALL COMPLY WITH THI5 SECTION ALSO. 9- �- � INF3 ;; /->,E NEW CONCRETE SLAB LANDING CUSTOM STEEL .>•u W, SUB GRADE T) BACKFILLIN6 TRENCHES: W/STEPS TO GRADE FRAME BRACKETS %' ji _i', ` BAGKFILL FOR UTILITY TRENCHES SHALL BE WELL-GRADED,GLEAN, FRESHWATER SAND, GENERAL FREE OF SILT AND CLAY PARTICLES. BAGKFILLIN5 SHALL OCCUR IMMEDIATELY AFTER 1) IN ORDER FOR THE PAVEMENT TO BE DUFZABLE, THE SUB GRADE MUST BE PROPERLY THE LINE OR CONDUIT IS IN PLACE TO PRECLUDE CAVING OF THE TRENCH SIDES. PRIOR 1 TO.5�o0R — — — — — FINISHED FLOOR PREPARED. THE CONTRACTOR SHALL PRZEPARE THE SUB GRADE IN ACCORDANCE WITH TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE THESE SPECIFICATIONS, USING THE NECESSSARY MEANS AND MATERIALS TO PROVIDE PROVIDED. I To.Fo6tb,�TIQN _ _THE SPECIFIED RESULTS. NOTHING IN THE: FOLLOWING SITUATIONS CAN BE FORESEEN. b) AREAS OUTSIDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECESSARY WITH 1 NEW CONCRETE WAALL. 4 THEREFORE, NOTHING IIN THE FOLLOWING ',SHALL RELIEVE THE CONTRACTOR OF THE 1 Dora ANCHOR INTO _ __ TAIL 'FINISHED SURFACE OF THE FLOOR SOIL COMPLYING WITH THIS SECTION. EXCEPT THE TOP 6 INCHES SHALL BE NATIVE EXISTING FOUNDA1nON — - - RESPONSIBILITY TO NOTIFY THE ENC71NEER OF SPECIAL PROBLEMS, AND IN THE END, TO TOPSOIL SUITABLE FOR GRASS. AREAS REQUIRING GUT SHALL AL50 BE PROVIDED WITH AND 517E WfALLs I 1 - I VE THE BASEMENT 15 ( 6'-0" ABOVE � PROVIDE A SOUND SUB GRADE. 6 INCHES OF NATIVE TOP501L FOR GRASS. FINISH GRADE FOR THESE AREAS SHALL I 115HED GRADE = 50'42's LINEAR FEET BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF H15 VI% 4:1 UNLESS OTHERN15E INDICATED ON THE 51TE OR GRADING PLAN. EXISTING SITE WALLS AT � �) USING SOIL TEST DATA � ll AT ITS OPTION,THE ENGINEER MAY PROVIDE SOIL TEST INFORMATION TO THE IQiTI V m ,. ,IFS CONTRACTOR. IF PROVIDED, THE DATA IWILL INCLUDE CLASSIFICATION OF THE SOIL IN ^ m ACCORDANCE WITH THE UNIFIED 501L CLASSIFICATION SYSTEM (ASTM 02487). THE SUB GRADE PREPARATION CONTINUED SIGNIFICANCE OF THE DATA WILL BE INTERPRETED BY THE ENGINEER. o `/�' n EX TINE FIELD [D` j CD��'� EXISTING FIELD STONE VENEER [D� �� d) SOILS DESIGNATED AS HIGHLY EXPANSIVE (OH, MH,AND OH) MAY REQUIRE LIME q) THE G N ER TION W HILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM (1) A - �� S JNE VENEER r STABILIZATION AND/OR SELECTIVE F�EPLAGEMENT WITH SUITABLE SOILS. SUCH STANDARD PROCTOR TEST (A5TM 01551) ON THE FILL MATERIAL (OR NATIVE 501E - 1- SPECIAL TREATMENTS WILL BE DETAILED IN THE SITE-SPECIFIC, BID DOCUMENTS IF PROCTOR TEST (A5TM DI55) ON THE FILL MATERIAL (OR NATIVE 501L IF NO FILL 15 _ _ TOP OF FAOTIN6V_ THE COST 15 TO 13E INCLUDED IN THE CONTRACTOR'S BASE BID. U5ED) AT LEA5T 12 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND (2) A 50'-8 1/2" � IY � NUCLEAR DENSITY GAUGE (ASTM 1?2a22 AND ASTM 0301-1) OR SAND CON (ASTM 01556) � 501L5 DESIGNATED AS HIGHLY ORGANIC (OH,OL,AND PT) MAY.REWIRE TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE f-�-1 SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT DEGREE OF COMPACTION OF THE SURFACE 5096RADE. IF THE RESULTS FROM THIS m OF THI5 TREATMENT WILL BE DETAILED IN THE SITE-5PEGIFIG DOCUMENT5 IF THE TEST FOR THE FILL OR NATIVE 501L DO NOT MEET OR EXCEED THE DEGREE OF � �Q � < COST 15 TO BE INCLUDED IN THE GOINTRACTOR'S BASE BID. COMPACTION SPECIFIED IN THIS SECTION, THE COST OF TESTING WILL BE DEDUCTED OF WORK ysTL �fi�TI oN THE CONTRACTOR SHALL INSPECT TIRE SUB GRADE AND NOTIFY THE ENGINEER OF FROM THE CONTRACT AMOUNT, AND THE TESTING (2) WILL BE REPEATED. �--� O Z ANY CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE 10) THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH 5GALE: 3/16" = 1'-0" O 5ITE-5PEGIFIG BID DOGUMETIT5. THE EXTRA COST OFUNANTICIPATED REMOVAL/ THE STANDARDS OF THE 5.6.0.14.5. CONTRACTOR 15 RESPONSIBLE FOR ALL ] REPLACEMENT WILL BE BASED ON TINE F*TNSTWW08'IrVr:0 ITH THE BASE BID. INSPECTIONS AND SIGN-OFF OF SAME. ^ O = THE COST OF UNANTICIPATED LIME SiTABILIZATION OR OTHER SPECIAL TREATMENT L WILL BE NEGOTIATED. I1) CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND SUB GRADE PREPARA11 CERTIFIED AS EMPTY PRIOR TO RELOCATION. O O 1) THE CONTRACTOR SHALL REMOVE ALL VEGETATION, SURPLUS SOIL, DEMOLITION RUBBLE, [r N AND OTHER UNDESIRABLE MATERIALS. 5U4H MATERIALS SHALL BE PROMPTLY HAULED FROM THE 51TE AND DISPOSED OF IN AG(GORDANCE WITH GOVERNING LAW5 AND m CODES. THE CONTRACTOR SHALL SHAPE THE SUB GRADE IN ACCORDANCE WITH THE GRADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THIS ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO I" LOW. DURING THIS OPERATION THE GONTRAGT0I1R. SHALL NOTE ANY SOFT AREAS THAT W BECOME APPARENT AFTER TRAFFIC BY GON5TRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING F"7 THE METHOD OF TREATMENT REQUIRED, IF ANY. ENGINEER: 2)MAINTAINING DRY SITE CONDITIONS: DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVING 15 IN PLACE, THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO O R K * b MAINTAIN A DRY SITE CONDITION. SUCH MEASURES SHALL INCLUDE PUMPING OF FREE v�LER SURFACE WATER, MINOR HAND AND/OR MACHINE SHAPING TO FAGILITATE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. 0 M w J O > r,. � � CFNSEDP� 1 JEFFREY T. BUTLER, P.E. 12 12 12 1 v o2 7 1 TOP OF PLATE _ 0 , \ II z ,^ 12 _ _ I 12 .1 CANVAS CANOPY: ° < LL (Y ZO — 2O -- ll 20 TO MATCH CANOPY BELOW ; '� O Q �� LLJ d- < O t1 a a � a I z \ >Y ° CL TOP OF 51.10FLOOR _ I 1 W u = TOP OF GEILIN6 _ Z EXISTING WHITE TRIM 1 _ _ STAIR AND GUARD RAIL TO < J GODS. i EXISTING STAIRS AND TERRACE ----- I ° ll� < ILL O N OMITTED FROM VIEW I[Y� EX S I�6 4 1 G, G LIAN 1 o [--< � lL r ly NEW o�j O O Lj 11 01,15TOM 5TEEN GEHj X}5TIN6-FRONT CONCRETE BRACKETS/� SLAB O LANDING FRAME("milTE) O z FIN15HED FLOOR �q('� Z (b ~ TAP of S�eFLooR LIUO O� _EXISTING FIELD STONE VENEER CDC TOP OFFaunAraN 0 tM_ Q' EXISTING FIELD STONE VENEER _ �+ �' -bD DO D _ __ __ __ __ 0 AREA TOTAL 'FINI5HED SURFACE OF THE FLOOR ABOVE THE BASEMENT 15<6'-0" ABOVE FINISHED GRADE = 0'-0" LINEAR FEET(THI5\A% F WORK P A G-7E : NOf Z',TH ELEVATION 5GAL.E: 5/16" = 1:- 0" TOP OFFOOVW _ f 14 Y I E I N I SH 56HEDULE 5YMBOL5 � ROOM FLOOR BASE WALLS CEILING TRIM 2"xb" EXTERIOR WALL 2"x4" EXISTING WALL TO REMAIN MAIN LVL (VESTIBULE) ® ® C) 0 0 PROPOSED 4" STEEL STUD PARTITION STAIRWELL � 0 0 0 00 (FINISH TO MATCH EXISTING) UPPER LEVEL (STAIR LANDING) ® EXISTING WALLS VARY IN THICKNESS, TOILET ROOM ® � ® � � VERIFY IN FIELD ALL DIMENSIONS � q e 1 2" fl-2 CD TYPICAL a 5HOWER STALLS Q 0 0 ® 4 4 4 PROPOSED PARTITION GON5TRUGTION N STORAGE RM No.l ® Q 4 r.4 4 4 4 D 4 n r� n(�5�,V v VV(! Vy Q rl JANITOR'S CL05ET ® B 5/5//2'X 3 1/2" STEEL STUD, W' O.G. 4 2 2 2 4 4 4 4 2 R-II INSULATION PASSAGE WAY Q ® 0 0 0 4 4 4 5/8 TYPE X N LOCKER ROOM 0 0 0 0 2 (- - - - - - - - - - 2 24 2 EMERGENCY LIGHT (W/2 HEAD5) FINISH NOTES: I. LAUREL LINKS 60LF CLUB TO SUPPLY AND INSTALL 12" HIGH DOUBLE TIER I e A 2 4 Q 4 4 2 All COMBINATION EMERGENCY LIGHT d EXIT SIGN rx1 (No. OF HEADS AS INDICATED) HOLLMAN LOCKER SYSTEM IN LOCKER ROOM. LOCKERS TO BE STYLE 'B', &5 MODUAL5 FOR A TOTAL OF ITO LOCKERS. SUPPLY BENCHES, TOWEL DROP5, ZO MH tu 6ROOMIN67 STATIONS AND MIRRORS AS DIPICTfED IN PLAN. INSTALL LOCKERS AND I I I ALL RELATED COMPONENTS INCLUDING BUT NOT LIMITED TO END PANELS, BASE TRIM, 31 32 LATCHES AND ANCHOR5 PER MANUFACTURES 5PEC5 FOR A COMPLETE JOB.COLOR I I—I I I—I T I I / ---__ QQ SMOKE DETECTOR 2" 2" TO BE DETERMINED. I I I I I I I I 3I 8 38 37 3� A 4 3 2 , IJ. LIB LI � 2. ALL DOORS AND DOOR HARDWARE TO MATCH STANDARD WITHIN BUILDIN6. Eq L o I 3. NEW FLOORING TO BE SELECTED AND APFPROVED BY OWNER,SUPPLIED AND 9 33 G°' a I 1 2 2 -- IN5TALLED BY G.G. 36 5A 3a 0 to - J 4. G.G. TO PROVIDE AND INSTALL RE5TRO01'M PARTITIONS AMC) URINAL 6UARD5 AS ® 34 35 Loan O 1 - ' SrG nIR SHOWN. PARTITIONS ARE TO SELECTED AND APPROVED BY OWNER. COLOR TO BE II DETERMINED BY OWNER. IN5TALL PER MANUFACTURERS 5PEG5. 2l_ _ _ _21A 216 21G _ _ _ _ I— I m F 14 � � O O ,{� NOTES 26 25 24 22 � I Ib .p 27 15 J � I \1O � • W I. SEE SHEETS I THRU 4 FOR GENERAL, DEMOLITION, GON5TRUGTION NOTES Z 13 Q L 1 _ W AND PROGEDURE:5. 2. USE BENJAMIN MOORE PAINT OR EQUAL - DETERMINE COLOR FROM � -- LAUREL LINKS REPRESENTATIVE. x Lu SUBMIT 3. CONTRACTOR TO PROVIDE FIRE PROYECTION SYSTEM PER CODE t"#141N � � � NmOOR �� o 0 0 0 � \REGUIREMENT5. BMIT PLANS TO FIRE >`^�IARSHALL FOR APPROVAL. 0 Z 5GALE: I/8"= I'-O" O 4 8 12 m7- o AREA - oUA � OF WOE'.K o O O O O tY1 Lu ENGINEER: ROOF BELOW /��o y BUT *d C 073 O� PROFEs�'\ JEFFREY T. BUTLER, P.E. 206 SP. Q HG HG I I HG < NG 7-bx1 GA I I O i !\ Gilt. '1^ PER IOIXBt J LOCKER O ROOM NO.I [[�' q irh i Li —__ !(ill GJ�-I ryl 4LJ OPEN TO BELOW / \ LOCKER CL v � ROOM NO.2 u- >s+e 11 Q EXISTING ELEVATOR VESTIBULE I w v, Z 28q5 50.FT. sr. MEGH. MEGH. ar I H Z IIIIIIIIUIHIII uIIIIIUIIIIIAIo u ---- ❑ Lu - "— r I4 L A IMITT IRAGE I WALL bu. L� I C I ELI < O � ,. AREA o w ,Y J LL o N n _ I - 5T�AIR �5 �/ L I Ig OF WORK CL N o 0 O OFFICE 000 00 5 (SEE SHEET No.q FOR TERRACE ® ��-j I ENLARGED TOILET / p LOOKER ROOM PLAN Z Z W mullalnlualll r °""" In I AND STRUCTURAL PLAN) Z E- - OO OPEN T �, - �� MAIN FO r ao I I Q Q 0 � PAISIE : WASH ROOM POO Sr. NOTE: CONTRACTOR TO PROVIDE SHOP PRAHINGS TO BUILDING DEPARTMENT FOR SPRINKLER o f � �- 1 V/0' 42"MIN. 18" ' T VTR LEAD SLEEVE FLASHING WHERE SPADE PERMITS, ( - ExTEND&RaB BAR ' (TIE INTO EXISTING) TUCK TOP INTO PIPE p TRANSFER SIDE ', z' MIRROR _ r--r •� 5EALANT BY ROOFER o -LAVATORY \ Li � � •M. _r ...� _,,_._T-r--r r r T- "T ( I I ALL AROUND 2. A " MIRROR "MAK 1 I M. LAVATORY 12 4 z DOOR I it 11 I211 1/�11 i/�M I I I I i I ^-L III ^3.I �II I ^211 I l •qczsc � I I I ` I I 1 ./ ./ I H.G. �' LAV LAV LAV LAV11URINAL URINAL3 4W.G.2 1>; I I I 311 GLEAR FLOOR511I , , ' 311 ^�II ^�II IN MIN. �^/AREA //� n'HK LAI vE�rH TI�uE MOP SINK FL DRN FL DRNSHWR SHWR SHLJR }^ ./l/" MIN. I L ' 2" 211 2" 311 3111 y G 3" 3" " 3" 4 3" \_146A.- 8 X 3.5 ® 4' O.G. VV� R FLOOR ARtEA 11 II .0. G.O. I " 4"G.D. LEA a 60"' MIN. -��/ 4 4 VENT PIPE - 5EE ®$ o 1 I P. HANDIGAPP15D RE5T ROOM ELEYATION5 54"MIN. G.0 4" PLUMBING DW55. Q g NOT TO SGALE 3'-b I'-O' TIE INTO EXISTING SANITARY RISER (PER IGG 2003/AN5I A117.1 - 2003) GRAB BARS I SEPTPIPIC, SYSTEM OR ATEPPROVED SANITARY VENT 5TAGK DETAIL 4 2 REFERENCE FOR MIN. DISTANCE REQUIREMENTS 5 39"-41" PLUMB I NC R 15ER D I AC RAM (NT5) _ II N NOS' (SEE SHT. 14 FOR ADDITIONAL D I AORAMS) SGALE: I I/2 - I-O HANDICAP GRAt3 BARS SECURED TO WOOD BLOCKING AND LOCATED A5 FER A.N.5.1. a C.A.B.O.STANDARDS (5EE ACGE550R:IEW FIXTURE ROLI11 SCHEDULE FIXTURE P-TRAP CHART Q FIXTURE GW HW SAN VENT NOTES LAV. TRAPS = 1 1/2%) ALL UTILITY SINKS = 3"ch '= �" _! m " 1, 2 T"I HAND I CA D REST ROOM ALL SINK TRAPS = 2"m ALL W.G. = 3"c7 a L CLOSET 3/4" - 2" 1 1 211 1, 2 NOT TO SCALE ALL FLOOR TRAPS = 3"m ALL GLEAN OUTS = 4"0 ON 4"(P LINE � LAVATORY 1/2" 1/2" 11121, 1 1/4" 1, 2 3"0 ON 3"m LINE T155UE HOLDER 1 MOP RECEPTOR 3/4'1 3/4" 311 1 1/2" 1, 2 WATER CLOSET �p ' FLOOR DRAIN - - 311 1 1/2" 1 I 1 1 `�• /- (5) EX. HINDONJT-4" OVERALL (5) EX. HINDOH5.T-4" OVERALL I. SIZES INDICATED ARE MINIMUM. LARGER SIZES SPECIFICALLY UNDERSIDE OF TOP PLT 8'-4%z, INDICATED ON DRAWINGS SUPERGEDE MINIMUM SIZES INDICATED IN UNDERSIDE OF 10P PLT 8'—�2" THIS SCHEDULE. (2) EXIST. SILL '-0' (2) EXIST. SILL -0" 2. TERMINATIO FIXTURE CONNECTIONS SHALL SILL I'-2/2" BE AS INDIG D BY FIX EILL AD16 0" i i i i HEAD 6'-0" _ I I II -- FIXTURE 5GHEDULE I I II ® II I I OTY S DISGRIPTION 05 ANDIGAPPED): • m I ,I ,' I I , I AMERIGAN TANDARD 2257.103 Q-1 AFWALL E L Ib 17' MOUNTING HEIGHT TO RIM WALL HUNG • LOU GE I N VITREOUS CHINA,ELONGATED,TOP SPUD,FLUSHES ON Ib t- I I . O / rT� 204 5.F. I�� -------L-----I------I--------- ------ - k-- --------- GALLONS. W V r — X-l0" t'-6' ' 3' q" 3'-0" 3'-011 3'-q" ' I'-b" 4- FLUSH VALVE: SLOAN NO. I I 1 0 Q� Z 5EAT: OL50NITE NO.q5,50LID PLASTIC,OPEN FRONT SEAT O -i IN 4' Q I LE55 COVER. 04 d- PROPOSED HOLLMAN z CARRIER ZURN Z-1203 AND Z-1204 It SERIES. w m LOCKER MODEL "I i N 4 P-2 LAVATORY(HANDICAPPED): X Z 74 MODULES, 148 IHG i 16 IQ ©0 �(a W AMERIGAN STANDARD 0356.015 LUCERNE WALL HUNG LOCKERS _ INSULATIONQQ M O SEE OWNER FOR O i - O I LAVATORY: VITREOUS CHINA,FRONT OVERFLOW, N LOCKER FINISH AND ' `� ( u. 5ELF-DRAINING DECK DRILLED FOR 4" GENTEIRS AND FOR Q W INTERIOR OPTIONS' G 2'-b'X4'GLR. I 0 3-2x4 P05TS I -,' c - CONGEALED ARMS MOUNTING. CL Q/ PER LOCKER -J O 0 4 1 o O O 1 c TRU-BRO LAV-GUARD UNDER51NK PROTECTIVE PIPE COVER: O C t. 2-0 2-0 _ < 3-2x4 POSTS a _ MODEL #103 WITH REUSABLE FASTENERS. O !✓ EXISTING WALL TO BE REMOVED LOCEKRR _ — w � FAUCET: AMERIGAN STANDARD HERITAGE 7502.IlOVP,4' N , _ GENTERSET,GOOSENECK FAUCET,LEVER HANDLES ANDKUZM W m ® 5 F. ll © EXISTING FRAMED WALL I EXISTING FRAMED WALL SUPPLIES: MGGUIRE NO. 161 LK,511 X I/2" O.D. CHROME PROPOSED RECESSED - T-_--- ------------------ ---- PLATED SOLID BRASS ANGLE STOPS WITH L005E KEY. - ---- --------- ---- ---- - - LIGHTING FIXTURES (SEE 2-13/4AIYa" 2-13/4 IIYe" P-TRAP: MGGUIRE NO. 201, 1-1/4" X 1-1/2' CAST BRA55 ELECTRICAL DRAWING FOR ® I ® ® LVL FLUSH VL FL HOR CHROME-PLATED P-TRAP,SLIP INLET,THREAD OUTLET, � WIRING) HOR BRA55-NIT AND GLEAN-OUT PLUG. F—EXI _ EXISTING WALL = 71_�]■ 13"1 4'�' _ ENGINEER: L O P-3 NOT U5ED T BE I 0 ® Q z I TO BE REMOVED Q z ITT_7 �I cn LOCKER - � -' ? 2 P-4 URINAL (HANDICAPPED): Y�Rh- 4\ .E I'-4" 2' 3'-0' 2'-I" ROM NO 2 _ _ _ < - " =N AMERIGAN STANDARD HAS4BROOK 6501.010 B lF9 4 o m (a Q m -ry z LLB I = I+ NOTE: RIM AT 17 MAX ABOVE FIN.FLOOR day O :A- 1_ . -_ ern 338 S.F. -- ---�- rn ----- rn -' - N ---- -I- '--�-- -- .�� z 2 WINDOW o N -� I I P-5 MOP SINK: 0 u-, c� ---�Q�---------------- ®--------------- \� '' O ® ® w X 1-- I w WILLIAMS HL-2100 z - W t' FAUCET: AMERIGAN STANDARD 5344.111 v O �, OO " - = TRAP: 3" P-TRAP n o P - � 13 �2 4 3-2x4 POSTS Q 2'-7" 2'-0' 2'-0' 211 Q � �0 4 FLOOR MOUNTED �S`o pRO �'\O� VESTIBULE ' '� m `O 3-2x 05T5 5 P-6 ZURN Z300 \ 6/fir 13 S.F. S 1 3' FLOOR DRAIN JEFFREY T. BUTLER, P.E. -7 �, `r PTO 71 _I 1 ,, �4 30�0 EXISTING FRAMED WALL --- I _--- EXISTING FRAMED WALL ,,��// 1 Gnl l -Q�-�� - -- s ® s{ I -1�4xl l Vie° - 2-1� 11%e" 0 0 � O iT 10'-23�4" 4' 3'-�2" 4' 3'�2 4" Sy4 4 4" 6'-0" 4' ---- ! I �, I - RE5TROOM AGGE55ORY 5GHEOULE CLID VLLRUSH o LVL FL HDR y ,� � o I J O 10 NTRY HAL i i 1� I i G Q o 14 P-b EXISTING WALL(5) p ' toe s.F. X I I I I ;, o UO QO �.2.� I o I I TISSUE DISPENSER - Z O < .a m TO BE REMOVED I II d I I m r I h I� I m I I I I�II� I I I BOBRIGK No. 8-4338 In (y }- ATTENDAN P-b I I p II I I I II I I I C u- CQ Izt S.F. I _ 3010 , :�. , MIRROR - v O --- 3o-ro Q L------� o I Z EGRESS ; f------ --a r-- - "1G£ Nun Z o r BOBRIGK No. -1836 Q Lp L - - - - - w \ - ---- STAIR -----__ ' i S+ `� ------- r� �n GR BPS - u 2, �, �1 t17 --1 } o3"FD 3"FOO I1�. \ 1160 HHG � V I o K o3"FD 3"Fpo IU HWG o Q 1 11 .Q; V � O z O cV 11 I I \ . .TOILET I I I Z o w +k+ F- \ \ / \ �, RICK No. B 6106. x I I/2 G 94T b I I E- LX /,\ LL < l!— ' "FD �- � I I I � 3'FD /` J� /� CCS (� - ' = = FOR DETAILS I , ., O I OR/—lB B/••'lR — 11 11 � O O — w Ll-- aTT�c;j I I I ""�" BOBRIGK No. B 6106.42 42 x I I/ I NOTE: GR�+B BARS PER 8' 8° I -' I ' W � O O � L] '� giHHR. W/ AN51 111.1�200 I O —1 I i €TIF�H- cv . cv cv 11 PTQ FAN �t i i TEN&H-' 60�/10, I FAN Gi '2 ��- 06 u 2~ FAN `Y4 4 � I � 1_�4 cr I • I I° o 3 � � NOTE: 1� , ► xt Qo � m cn I 5 1I I IAN m �'-t,w1G i-Jo. �P `� 1 ' ' ---- 13 _ - ' - ---------- ' I '-o" i�io nvl, ' ---- -3f� -----/ - ' ------------ I I GONT GTO O PROVID FIRE w J w _ ----' ------ ---- ---- -- -I ------ I ---- -'✓F - _-'X4_GLR_j �i j Q Q `� i �� I ------ 1 T SY GUI � V N T' T _ --r-, ;� r---- 2670 ) - - ---- 2670 I '©,�� f REQUIREMENTS. SUBMIT PLANS TO j O p OPEN _ Acry �r' Q I 1 % FIRE MARSHALL FOR APPROVAL. J LLi O C! MAIN FO ER av� _ i b"�3�4" i 4" 3'-3' r l- Lu BELOhI o I I I i I I > lL i } it I I I i :9 OFAN I 512-5 (9 0� I 51-61 0 I v 3'-0"x4'-0" QNN (1) EXIST _� ---- \ WG 3'-0"x4'-0° --1 -1 1 ;L WG O O L) SILL 3'-6" _ -_- - --- -- --- -- - -- 0 - ►—� v SILL 3'-6" J — ;J —'I I 1 �Go _ l 1! i n 51LL'I'-10" SILL I'-10" AOE : 301 III00' _NNNNI� 11 00 q� UP • U f PL4N 1 "_ '- " O 2 4 6 21 SGALE: 1/4"= I '-O" O 2 4 6 PL4N- SGALE: I/4 I O b Of 14 0 ----- / j Q EXISTING A/C TO / BE MOVED VERTICALLY , � / I ' EPDXY DOWEL #5 TO I / .'.. ,� III I I ► I I U I EXISTING CONIC. WALL I AT 12" O.G. VERTICAL i < in L _L J- I - _L I L - - - -- __j RAIL TO CODE g — —— —— NEW CONCRETE SLAB LANDING Q W/ STEPS TO GRADE. dQ� CONTRACTOR TO VERIFY AND p 6" P.G. SLAB W/ bXb " COORDINATE LANDING I ' N PROP05ED 5TAIR ELEVATION--- cn W.W.M. ON COMPACTED EXISTING P.G. WALL A\ \ \t '�' / (ABOVE) I < \ NEW 12" P.G. WALL. ,ON 12" X 24" FOOTING ON ;t I COMPACTED FILL \ :' I PROVIDE 12" DEEP HAUNCH EXISTING SIDEWALK i \ \/ \' Y�r FOR STAIR LANDING. NEW 12" P.G. CONCRETE CONTRACTOR TO ' ' WALL. DOWEL ANCHOR `' I COORDINATE #5 REBAR a 12" O.G. TO i UP �� y, / EXISTING HALL i '0" / PROPOSED P.G. WALL W/ #5 REBAR AT NEW PATIOMALK / ,t`:;i 24" O.G. VERTICAL AND HORIZONTAL A COMPACTED FILL I'-O" / T 5AME LEVEL / / _____ EPDXY DOWEL #°5 TO f/ �:�.�` / --'J �,\ EXISTING GONG. IHALL / •'.: / :::�L EXISTING SITE WALLS AT 12" O.G. VERTfIGAL i EXISTING PLANTER BELOW EXISTING SITE WALLS NEH 12" P.G. CONCRETE UP ` WALL. DOWEL ANCHOR •`�' `• . ` . �/ `' j #5 REBAR ® 12" O.G. TO E IS IN WALK AND TE EXI5TING WALL rr ll fn DIN PROP05ED EXTERIOR 5TEP5 — PROP05ED EXTERIOR 5TEP5 — W N NOTE: PROVIDE RAIL FOUNDATION PLAN SECTION V PER CODE ATOP NEW WALL Q-1 (Y m 5GALE: 1/4" = 1'-0" SGALE: 1/4" = 1'-0" O "D � L { xz 'L A4 0 � Q) 2 N 3 1/2" 3 1/2' lb 6%STEEL STUD.5 AT I6' O.G. O STUDS SHALL BE ATTACHED TO THE FLOOR AND CEILING WITH 1/2" LOW TYPE 5-12 N N PAN HEAD,SELF DRILLIN6r,5ELF TAPPING W STEEL SCREWS ON BOTH 511E-5 OF THE STUDS OR WELDED A5 PER R5 10-6 OF THE N.Y.G. BUILDING CODE. APPLY ONE LAYER OF 5/5' ATTIC GYP5LIM WALLBOARD TYPIE X YERTIGALLY. rT�1 W STEEL FLOOR AND CEILING TRACKS 5HALL BE MIN. 20 GSG. ATTACH IWITH STEEL MIN. FA5TE:NER5 NOT GREATER' THAN 24" O.G. SGRE1,45 TO ATTACH WALLBOARD TO 5TUD5 ENGINEER: � S T re\ � SHALL. BE SELF-TAPPING ®UGLE HEAD STEEL ,q TYPE, 5PAGE0 12" O.G.,USE TYPE 5-12EL EFfi c b 0 o �> TYP I CAL PARTITION � To 7Ng ss, 93 NO T• TO 5GALE s PROP05ED PROPOSED PROPOSED P 05ED 05ED PROPo95ED WA5HROOM ENTRY HALL ATTENDANT LOGKEF NO. 2 LOCKER NO. I LOUNC.-7E N E., NGI ..,•- JEFFREY T. BUTLER, P.E. NHITE TRIM O�T o C) m MrV5LU nOC� '_' _ _ I--I BENCH Q ~ LU LU ' Q v � z O EXISTING I NG d 4 Q J (Y LL 5TOR/\6E ROOM MP�IN DININ RO O SCREW AT BACK OF LOOKER - - ON Q BA5E5 ARE REASONABLY o ` V AT EVERY 4th OR 5th LOOKER LEVEL,NAIL TO WALL ONLY. DO NOT O TO WALL STUD. 16'PRAM TOP ATTACH TO FLOOR SO THAT BASE MAY BE �„I z OF LOCKER NEEDED. .- _ -'I SHIMMED TO LEVEL LOCKERS. DO NOT O V_ - - LOCKER INTERIOR ATTACH ONE BASE TO ANOTHER. LU TYPICAL = - Uv-I J O N O PARTITION - - - LOCKER pEPTH. J LLL 0 N _ Q ly VARIES 3/4" LOCKER DOOR O LL O W/ LOCKER DEPTH, 0 T T z Lu I-- z m I I I I I I I I I n O < 1 O Ll I I I I I I I I I I Screw 4 drywall screw to base O 4" I I I I I I I I for every 4th or 5th locker unit. BASE TRIM BY OTHERS II II II II II II II II II II II II II II II FA CE I I I I I I FINISHED FLOOR 2x4 BASE FRAME 1/2" CDX PLYWOOD- (OPTIONAL) BA5E AND LOCKER FRAME DETAIL SEGTION A—A SGALE: NONE 56ALE: 1/4"=I'-O" of 14 i STRUGTURAL STEEL ATTIC I ATTIC I. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNINGS 5TANDARDS: 0 A. AI5G "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUGiURAL STEEL - - FOR BUILDINGS",LATEST EDITION - B, THE AMERICAN WELDING SOCIETY(A4,,5 DI.0 "CODE FOR WELDING IN BUILDING CON5TRUGTION," _ LATEST EDITION. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING A5TM SPECIFICATIONS: PROVIDE SOLID PROVIDE SOLID '" 2• BLOCKING NEAR BLOCKING NEAR � A. WIDE FLANGE BEAMS : ASTM Agg2 PROPOSED B. TUBE STEEL : ASTM Asoo, GRADE B 4"X4"X5/16 ANCHOR TO PROPOSED I 4"X4"X5/16" ANCHOR TO � C, CHANNELS,ANGLES AND PLATES: ASTM A36 VNLE55 OTHERWISE NOTED COLUMNS (3 BAYS) TOP PLATE, 2-112" DIA, X COLUMNS (3 BAYS) TOP PLATE, 2-I/2" DIA. X a� D. BOLTED CONNECTIONS OF BEAMS OR GIRDER5 ARE TO BE MADE WITH A5TM A325-56 3 1/2" LAG EACH SIDE. 3 1/2" LAG EACH SIDE. BOLTS (% 0) a- 3. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED WELDERS AND ARE AWS QUALIFIED. 4"U'X5/16" R WELDING ELECTRODES SHALL BE A5TM A233, CLA55 E70XX (USE LOW HYDROGEN = CEDAR CAP' g ELECTRODES FOR A512,GRADE 50 5TEEU. _ ENTRY HAILL 4'-0 " CEDAR CAP 4'-0" 4 CLEAR N 5EGTION 05120 - STRUCTURAL STEEL CEDAR SIDING TO ENTRY HALLI CLEAR_ CEDAR SIDING TO A. PROVIDE SHOP DRAWINGS FOR STRUCTURAL STEEL (INCLUDING l MATCH - Z MATCH CONNECTIONS) FOR APPROVAL. MAHOGANY T4G STEEL PAN STAIR WITH B. MINIMUM COMPLIANGE STANDARDS: PROVIDE SOLID DECKING PROVIDE SOLID 1 1/4" MAHOGANY 1. A15G "Code of Standard Practice for Steel Buildings and Bridges"' BLOCKING NEAR BLOCKING NEAR m TREAD. RISER PAINTED 2. A150 "Specifications for the Design, Fabrication, and Erection of Structural Steel for 13utlding5" and including the "Commentary of the PROPOSED PROPOSED WHITE A15G Specification". COLUMNS (3 BAYS) COLUMNS (3 BAYS) T.O. SUB, FL. 3. AISG Monval of Steel Construction". T.O. SUB. FL. _ 4. AW5 DI.I, "structural Welding Code". - _ - - _ _ - _ :t T.0, LANDING = �t T.O. LANDING Y A Y C. MATERIALS: r�,;; TS 8"X4"X5/16" ""I I. 5TEEL 5HAPE5, BARS, AND PLATES: A5TM A36. Y W Y - 2. PIPE COLUMNS: A5TM A53 or API Standard 5L, Grade B. AZEK TRIM TO MATCH - 3.TUBE COLUMNS: A5TM A500, Grade B. I I - CEDAR S 1 D I NG TO 4. STANDARD BOLTS AND NUTS. A5TM A30"1, Grade A and A325- EXISTING __ 50 Load Indicator bolts as shown on the Drawings. - MATCH 5. GALVANIZING: A5TM AI23. TS 8"X4"X5/16" a. Where exposed on the exterior. b. Where specifically noted. (PITCH FOR STAIR) _ 2X4 WALL, I/2" COX, 6. SHOP PRIMER: VINYL BEAD BD. _ I5# FELT � m per 55PG 5P-2 and 5P-I. I UNDER STAIR �- b. AGGEPTABLE PRIMERS: TS 8"X4"X5./16" m (1) F5 TT-P-56 Type I or II. a O (2) 55PG Paint 4 64T. (PITCH FOR STAIR) r_ (3) FS TT-P-636G iron oxide or zinc chromate alkyd primer. -' r � AZEK TRIM TO MATCH W N 3 - - V m D. ERECTION: O (� EXISTING I. Set structural frame accurately to the lines and elevations shown z 1 o 1 MAIN DINING ROOM I o � O QD on Drawtng5. MAIN DINING ROOM ,- - - 04 V p 2. Glean bearing surfaces before assembly. Ln 3. Establish required leveling and plumbing measurements on mean w DECORATIVE NEWEL W � _< < operating temperature of the structure. Make allowances for LU difference between temperature at time of erection and mean VINYL BEAD BD. X Z �" temperature at which the 5trvcture will be when completed and in service. UNDER STAIR �D 1 O 4. Install grout under base plates and where shown per manufac- I , US turer's specification. PROVIDE SOLID PROVIDE SOLID I 4"X4"X5/16" CLAD WITH 5. Do not enlarge unfair holes by burning or by drift pins. Ream BLOCKING NEAR BLOCKING NEAR �I -,4"X4"X5/10 ANCHOR TO 3/4" AZEK E-� C" dj holes that must be enlarged to admit bolts. 6. Do not use gas cutting torches for correcting fabrication errors PROPOSED PROPOSED TOP PLATE. 2-1/2 DIA. X except on secondary members which are not under stress. COLUMNS (3 BAYS) COLUMNS (3 BAYS) 3 1/2" LAG EACH SIDE. 1 m SECTION 05500 - METAL FABRICATIONS _ _ 14" A. SHOP DRAWING5: Indicate size, material, and finish. Show locationsW and installation procedures. Include details of joints, attachments, ands cleoronce5. � h B. L MATERIAL.5; 1. STEEL PLATES: A5TM A 36 to tolerances of A5TM A 6. A - 5TA I R 5TRUGTURAL 5EGT1 ON E - 5TA I R 5TRUGTURAL SECTION ENGINEER: 3. BOL�SPIP�STM 3 7 tOtGaiiand�STMto hP�325ahi hled.5tren th LOWER LEVEL SGf�LE: I/4" = I'-O" [LONER LEVEL SGALE: 1/4" = 1 '-O" TE bolts, nuts, and washers,where shown on the Drawings. g REY G. ITEMS: Items for fabrication include, but are not limited to, the �G� ,` following: m , I. Preformed steel stairs. D. GALVANIZED MATERIALS: All exterior exposed steel and where noted on the Drawings. 4"X4"X5/16" �0 34q I. NON5TRUGTURAL PIPE: ASTM A 120. '� SS 3. STEEL SHAPES, PLATES, BARS, AND 5TRIP5: ASTM A 123. ITS 8"X4"X5/16" i NAk-�� 4. 5TEEL SHEETS: ASTM A 446. JEFF E, T-BCTfLER, P.E. 5. A55EMBLED STEEL PRODUCTS: A5TM A 386. 6. DELIVERY OF HOT-DIPPED ITEMS: ASTM A 525. 1 1 I • ' C� -7. GRATING E. 5TEEL SHOP PRIMER: Ap ly with spray for exposed items. APPIy I 1 y OCD primer free of runs and oipher Irregvlaritle5 that may require modl ica- I 1 -_� ~ v tion to achieve the specified finish appearance. I I O F. WORKMANSHIP Q I I ~ 0 LU In m I. EXPOSED ITEMS. Moderate Irregularities not visible at 30 feet may remain. Mill marks may remain. H Q O a. WELDS: Grind welds to small radius with uniform sized cove. X O� _ In � Q -=�-_ Q Q � z m w b. E30LT5: Use only flat or oval head, countersunk bolts where o ( I iV Q Z ._.I } exposed to view. _ Q x < 0 OI- p C. JOINTS: Provide maximum gap of 1/16 inch. 1 1 x o f 2. OTHER LOCATIONS: No improvement from mill finish required i1 n'- v LL except preparation for galvanizing or priming. v Z O - 3. WELDS: Grinding not required. x -, I '_O" E- O _C) 4. BOLTS: Exposed bolts permitted. = w a= Z - LU z J LU TS 8"X4"X5/16" W J N r ♦ C -I LL O N LL O ♦ - TS 8"MIX5/16" LL O O 0 (PITCH FOR STAIR) U_ ♦ N O o � Z w TS Z m 6, In 12- nO O p ♦ ♦ o,Ps%�, � s UP Tq,�J PAOE : A i�C, � S 5TAIR 5TRUGTURAL PLAN �PJ SGALE: 1/4" = I'-O" o f 14 KITGHEN PROTEGTI ON NOTES: THE ENGL05URE OF: THE KITGHEN AREA SHALL GOMPLY WITH PART 114.4 (1) O}F THE CODE. (ONE o HOUR RATING WITH A SPEGIAL SPRINKLER INSTALLATION GON:FORMINO TO 5EGTION 1060.4(g) OF THE CODE AND NFPA 13.) G(ONTRAGTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. A HOOD EXHAUST SYSTEM FOR: GOOK I NG EQUIPMENT SHALL BE PROVIDED AND PROTECTED W 1 TH A FIXED PIPE FIR EXT I NOU I SH I NO 5YSTEiM. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN AGGORDANGE WITH NFPA q6. (GONTRAGTOR TO SUBMIT SHOP DRAWINGS FOR ^PPROVAL. a N N g R ® ® Q GOVERED TERRAGE NOTE: GONTRAGTOR TO PROVIDE SHOP DRANIN65 TERRAGE TO BUILDING DEPARTMENT FOR SPRINKLER SYSTEM, AN5UL SYSTEM AND ALL FIRE PROTEGTION EQUIPMENT PRIOR TO INSTALLATION � 0 O O ORILL ROOM rr ll' m O OO G5.1 0 V m 1431.4 50.FT. LOUNO E O 00 Q"I Wo PEOPLE) 65.1 646.3 50.FT. N O (44 PEOPLE) MAIN ^^ r O 00 DINING ROOM ^ Cy 65.1 X 12C11.5 50.FT. (8l PEOPLE) M--1LU Z fQ O o <F=b �' � oC) -- � 101NE 4, � °o o WAIT STAFF I HOUR CEILING - - - - - - - - O O o � IIIIIIIII ^I I I I I I I I I 0 O O Q_ I w I -_ 1111111 � � e4 ENGINEER: _ I LINE OF DRAFT STOP i _F NEB j; 25500 25500 25500 5EE NOTES i '�P� P T O I HOUR GEILIN6 I Gj G KITGHEN OO ° ---- 2 HOUR GEILIN6 ° - I I y ------� MEWS ----- m r EGRE GOAT N 250° 250° 250° RE5TROOM - O O 5 I HOUR GEILIN6 RG)OM WOMEN'S T `�o .oR 073 93 RESTROOM S S ION O � � O OUf�G FILING O F...__._. P� O O JEFFREY T. BUTLER, P.E. 250° 0 Z C ) -j o w CL O Un z ® z O o < o o m Q CL Q z O Notes: (from NFPA-13): NOTE: LU U- I- 5-13.3 StairwaU5. �o 0 o o fY J — tL 5-13.3.1 Sprinklers shall be installed beneath all stailrwoys of combustible construction. GONTRAGTOR TO PROVIDE FIRE PROTECTION O — Q < 5-13.32 In combustible stair shafts with non combustilble stairs sprinklers shall be SYSTEM PER GODS REQUIREMENTS. SUBMIT v installed at the top of the shaft and under the First landing above the bottom of PLANS TO FIRE MARSHALL FOR APPROVAL. �i z z the shaft. Eme=mM Power And Lf tlna E-+ CL z —i Exception: Srrinkler5 shall be irstalled beneath landi'Ings or Stairways where the area ll1 beneath 1s 0ed for storage. General requlrement5. v J N p 5-13.33 Sprinklers shall be installed in the stair shafft at each floor landing where two Emergency power and lighting Shall be Furnished through independent electrical wiring Exit And Directional Signs N or more doors open from that landing into separate% fire divisions. supplied From a main Source,and from an auxiliary source. (a) Exit and directional signs,visible from the approach to the exits, Shall be providied,to i�iA I N L V L OGGUi'ANGY S PARAT I ON O < o N permit occupants to make their way Safely out of the building. � O Sprinklers are required at each floor landing where, a noncombustible stair shaft E"� serves two Fire separated buildings or two fire Secltion5 of one buildinci,or where the Emergency power. (L) Exit and directional signs shall be illuminated either externally or internally by arttificial SPRINKLER HEAD LOGATI ON PLAN Q o 0 stair land rip serves as a horizontdl exit. If the staiir serves onl one fire section, (a) Emergency power shall be provided for: light, in conformity with the provisions of section 5-10 of reference standard R5 54-1. �� then 5prinknlr&rs are required only at the roof and under the lowefit landing. See (c) Such signs shall be worded In plainly legible block letters with the word EXIT for exit sig SCALE: 3/16 = I -0 a, U- Fi ures: 9 (I) the emergency lighting load and the word EXIT with a suitable pointer or arrow indicating the direction of exit, Ifor � O 5-13.4 Vertical Open s. (2) fire control panel directional signs. Letters for signs shall be conspicuous,readily discernible,and at Ileost six o 0-- O oO }- z Where movinqq st irw ,staircases,or similar floor openin are unenclosed, the floor (3) Fire protection signal system Inches high with three-quarter-Inch wide strokes. z {— W openin Invdlved stxril be protected by closely spaced sprinklers combination with 4) voice communications stems used as a means of warnin or instructing the procedure to U —. z m draft %ops. be followed in emergencies;and g g p Location. O ,� � O Q Exception no. I: GloSelu Spaced Sprinklers and dralFt Stops are not required around (a) Exit signs shall be provided over each exit doorway where the door is required) to swing la_rc, openin_g5 such as U65e found in 5ho in�malls,atrfUm build ,and similar M In the event of failure of the main source,means shall be provided for automatically outward in the direction of exit travel in conFormity with sections 135.6(oXl) and 165i5(a)(1) 9 ctures whore all adjoining levels and ac 5 are protected automatic inklers in accordance with this Stand" rd and wher the. ope it 5 have ail rizontal d nsfons transferring the power which supplies the emergency power load from the main source to the of this code. between opposite, edges of 20 feet (6m) or gredte r dnd area of IOOOFeet sq. (13m sq) auxiliary source within 10 seconds. V Directional signs shall be provided at locations in the hallways,corridor or aisle From or greater`. (c) The auxiliary source Shall have a capacity Sufficient to supply the total emergency power which the exit doorway 15 not readily discernible. P A(5 E : A-5-13.4 Where sprinklers in the normal ceiling pattern are closer than 6 feet from load for a period of at least L10 minutes,with not more than a 125% reduction From rated the water curtain, it m.taht be preferable to 16cate tlhe water curtain sprinklers in system voltage,except that for group G63 occupancies,such period shall be at least 24 Power Source. recessed baffle poets. hours (a) Power for electrically illuminated exit and directional signs shall be supplied frorm a The draft stops shall be located immediately ad acent to the openIT,shall be at least separate circuit, or circuits,which supplies no other outlets and Is controlled from a central lb in. deep, and shall be of noncombustible dr Mited-combustible mo erlal that will stay Emergency lighting. location. in lace t3efore and during sprinkler operation. Sprinklers shall be S aced not more Emergency lighting shall be provided in occupied spaces,assembly spaces and exits,so as (b) 5elf-luminous exit and directional 51gn3 shall be provided with a self-contained reliable thdn b feet apart and placed 6 In. to 12 in. from the, draft stop on tie side awc to permit occupants to make their way safe) out of the build In the event of failure of the over source. from the opening. Where 5prinkle;r5 are closer than 6 feet,cr655 boffle5 Shall bS p p y y in9 p provided ih cv-Ordance with 5-45.3.4. normal lighting. Such lighting systems shall maintain a level of illumination throughout the (c) Where emergency lighting is provided,power for electric lights illuminating exit and means of egress In conformity with sections 5-8 and 5-4 of reference standard R5 54-1. directional signs shall be supplied from the emergency lighting system. O 14 FROM TABLE 1004.1.1: LOGKER ROO _ ANGE PER OGGUPANT = F PER 50 50.FT. GROSS = 21q PEOPLEin ROOF BELOW a I N (3)EX.HINDOHSIT-4"OVERALL CL N UNDERSIDE OF iOP PLT 8'-4Yz' (2)EX15T SILL '-0" ZA N ® ® ® I'-Io"0-10" g _ SILL I'-?Yz" I Q HEAD 6'-0" I I N I i LOU ----- -----�--- ---- ------- ------- ----- ---------- ---' 200 5F. O ►- -- --- -------- I I HG i I HG i HG H i I G i w PROPOSED Q SPRINKLER HEADS O O O o Q LOCKER I "' I x w — f OPEN TO BELOW i LOCKER ► m rim til14!vo ......... rn 338 S.F. — ------ -------- rn I EX15TINO Q �1 ELEVATOR" I (Z/ ff� �• I �I m 'h Pra Ira q2 STIBULE MEGH. MEGH. 28q.5 SQ.FT. DOWN � 135F. i !+ < M TA T I R5 � "I EXISTING AGGE55ABLE 410 ❑ u- ( 4" GL A IDTH) _� O Z MEAN5 OF EGRE55 PER p T E RAGE SECTION 100� r Y � .r F--� In 7- O O III � 1� Q O 106 9F. ~.�.J c2S O � d) EXISTING ATTEND SPRINKLER 1�5F. 30�0 EGRESS [—ICL HEADS _ _ STAIR D O O ------- Oo Oo Oo Oo Oo • /�� p -- ' w- N ' W o TERRAGE Oo a W` w -__ - I i ---- - 2670 O i i I I j ® ENGINEER: ; N T"'BC/ (I)EXIST. G w Lu SILL 3'-6' (� (3)EX.HIIIDOINI T-q"oVEI:ALL m UNDERSIDE OF 1(OP FLT b'-41'z" 2(P - SILL iI'-Io" �O 07 493 WASH ROOM I STAIRS AND HANDRA I L5 30I5.F. TO COMPLY WITH 90F Sslo SECTION IOOq 0" RISE, II" TREAD) JEFFREY T. BUTLER, P.E. MINIMUM STAIR WIDTH z PER SECTION 1005 O < O (.2)(34) = 6b, (36" MIN) (45" WIDTH PROVIDED) Z j z O O o • H z Q Lu NOTE: Q CL } CONTRACTOR TO PROVIDE FIRE PROTEGTION v OO O SYSTEM PER CODE REQUIREMENTS. SUBMIT � '- PLANS TO FIRE MARSHALL FOR APPROVAL. = � D- C Z E < NOTE• 04 < z CL u PROVIDE EXITS SION5 PER SECTION 1011. W STAIRWAY ENGLO5URE TO HAVE I HR RATING. W J N 1-- UPPER LEVEL OCCUPANCY SEPARATION 4 � � � J < J o CY --1 u- N SPRINKLER HEAD LOCATION PLAN NOS' �` o 0 MINIMUM NUMBER OF EXITS REQUIRED (SEC ON IOIG.I) - 2 _y � < SCALE: 5JI69" = 11--0II NUMBER OF EXITS PROVIDED = 3 U- MAXIMUM TRAVEL P15TANOE REG2U1 ( TION 1016) 250 FEET � MAXIMUM TRAVEL 015TANCE P VI S5 FEET w ) W o o < PACE : Y O f 14 ELECTRICAL NOTES I.ALL WORK SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE LATEST 10.ALL METERS,INSTRUMENTS,GABLE CONNECTIONS,EQUIPMENT,OR APPARATUS Iq.PROVIDE ALL TEMPORARY LIGHT AND POWER NECESSARY FOR ALL TRADES. 26.ALL EQUIPMENT LOCATED OUTDOOR5 SHALL BE IN A WEATHER-PROOF 36. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONDUITS FOR PHONE`. OO EDITION OF THE NATIONAL ELECTRIC AND ANY OTHER GOVERNNG CODES AND NECESSARY FOR MAKING ALL TESTS,SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR ENCLOSURE. AND IT EQUIPMENT. CHEGK WITH HOSPITAL MANAGEMENT FOR EXACT LOGATIOMIS.THE LOCATIONS SHOWN ARE FOR C-STIMAT►N6 PURPOSES ONLY. 5TANDARD5 HAVING J)RI5DICTION. 20.CONTRACTOR SHALL COORDINATE AND PROVIDE POWER GIRCUIT5 FOR 2q MAIN FEEDER CONNECTIONS SHALL BE MADE WITH SOLDERLESS 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EQUIPMENT AND ALARM 5Y5TEM5 AS REQUIRED. GONNEG MAIN BOLTED TYPE. M. THE EQUIPMENT FOUGHT-IN ITEMS AND THEIR DIMENSIONED LOCATIONS FOR 2.ALL ELECTRICAL EQUIFMBNT SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE SYSTEMS A6AIN5T HARMFUL EXPOSURE,OR ACCUMULATION OF DUST/MOISTURE, 250 OF THE NATIONAL E.6GTRIG CODE. CORROSION,OR OTHER FORMS OF DAMAGE. GLEAN AND RESTORE DAMA6E2 FINISHES. 21.CONTRACTOR 15 RESPONSIBLE FOR REMOVAL OF ALL WASTE MATERIALS AND ALL CONNECTIONS ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. IN SOME TO LEAVE SITE FREE OF ALL DEBRIS. W.ALL PANELBOARD BUSSWORK SHALL BE COPPER RATED AS NOTED. SUPPLY INSTANCES THE OWNER OR SUPPLIER MAY MAKE 5U65TITUTION5 OR SUPPLIER MAY 3.CONTRACTOR SHALL PAY FOR AND SECURE ALL PERMITS AND UNDERWRITERS 12.FURNISH AND INSTALL A COMPLETE SMOKE AND FIRE ALARM SYSTEM. THE 5Y511-M CIRCUIT BREAKERS AS SHOWN ON SCHEDULES. PROVIDE TYPEWRITTEN CIRCUIT VARY FROM WHAT 15 SHOWN. THEREFORE,THESE ITEMS AND DIMENSIONS SHALL CERTIFICATES. SHALL MEET ALL ADA REQUIREMENTS. SUBMIT COMPLETE SMOKE AND FIRE ALARM 22.ALL WIRING AND CONDUITS IN FINISHED AREAS SHALL BE INSTALLED IN DIRECTORIES FOR ALL PANELBOARDS. ALL PANELBOARC)COVERS SHALL BE BE VERIFIED WITH THE EQUIPMENT SUPPLIER OWNER AND/OR EQUIPMENT ROUGHI-IN �n INSTALLATION DRAWINGS TO LOCAL FIRE MARSHALL FOR APPROVAL BEFORE FURRINSS,CEILINGS,WALL CHASE OR BELOW FLOOR PROVIDED WITH LOOKS. ALL LOCKS SHALL BE KEYED ALIKE. DRAWN66. THE ARCHITECT/ENGINEER SHALL BE IMMEDIATELY NOTIFIED PRIM 4.FURNISH AND IN5TALL ALL LABOR,TOOLS,MATERIAL,EQUIPMENT,5ERVIGE5,AND INSTALLATION-SEE ADDITIONAL NOTES ON SHEET 1. TO CONSTRUCTION,OF ANY DEVIATIONS FROM WHAT IS SHOWN OR IMPLIED ON RELATED ACCESSORIES NEGE55ARY FOR THE COMPLETE IN5TALLATTON OF ELECTRIC WINGS,AL 23.CONTRACTOR SHALL PROVIDE SHOP DRA MANUFACTURERS LITERATURE, 31.FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMES,MIP5, THESE DRANIN05. FAILURE OF THE APPROPRIATE CONTRACTOR TO VERIFY i WORK SHOWN ON THE DRAWINGS AND REQUIRED BY CODE, 13.ALL ITEMS,MATERIALS,AND WORKMANSHIP FURNISHED UNDER THIS SPECIFICATION OPERATING d INSTALLATION RANJALS FOR ALL EQUIPMENT,FIXTURES AND HANGERS,AND CONTROLS AS SHOWN ON THE DRAWING5 AND LIGHTING FIXTURE ROUG14-IN5 OR THEIR LOCATIONS SHALL PLACE THE RESPONSIBILITY FOR ANY 5.IT 15 INTENDED THAT ALL ITEMS OF WORK AND SYSTEMS BE FURNISHED AND SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER AGGEPTANGE OF THE ITEMS PROVIDED. SCHEDULE RELOCATION AND/OR ADDITIONAL ROUGH-INS DIRECTLY UPON THE EVIDENCED BY THE DATE OF FINAL CERTIFICATE. ANY DEFbGTIVE MATERIAL CONTRACTOR. INSTALLED COMPLETE IN ALL DETAILS,READY FOR OPERATION AND SERVICE. WORK A5 E 24.OUTLET,PULL,AND JJNGTION BOXES SHALL BE 12 GAUGE STEEL,MINIMUM,WITH 32.ALL CONDUITS SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO DR FAULTY WORKMANSHIP SHALL 13E REPLACED WITHOUT COST TO 014.'NER APPARATUS REQUIRED SHALL BE FURNISHED AND INSTALLED ALTHOUGH NOT REMOVABLE KNOGICOUTS 511RUG111RAL MEMBERS. ALL CONDUITS SHALL BE INDEPENDENTLY SUPPORTED 38. ELECTRICAL CONTRACTOR 15 RC-5PON511315 FOR EVALUATING THE EXISTIINCi SPECIFICALLY MENTIONED HEREIN,OR 94"ON THE DRAWIN65. 14.ALL 5WITCHE5 AND RE(EPTACLE-5 SHALL BE RECESSED EXCEPT FOR TH05E ON FROM THE BUILDING STRUCTURE. CONDUIT SHALL NOT BE INDEPENDENTLY ELECTRICAL AVAILABILITY. CONTACT THE HOSPITAL MANAGEMENT IF SUFFICIENT 6.ALL WIRE AND GABLE SHAD BE 75 DEG G TYPE XHHW COPPER FOR BRANCH GIRCIIIT CONCRETE WA L5 OR IN UNFINISHED AREAS WHICH SHALL.BE SURFACE MOUNTED. NpDISCONNEE IN NEMA I SWITCHES SHALL ES SHALL Ul ,GVICK-MAKE, GTUR®BY SQUAARE SUPPORTED U D�0 D1 FROM HEIR VENTRLSTIN6 DUCTS,MECHANICAL PIPING,SUSPENDED CEILING SUPPLY 15 NOT AVAILABLE. a WIRING AND CIO 065.6 XHHW COPPER FOR FEEDER WIRING UNNLESS OTHERWISE D,OR EQUAL. 3q. ELEGIRIGAL CONTRACTOR 15 RE5PON51BLE FOR INDIVIDUAL CIRCUIT DESII6N g N INDICATED. ALL CIRCUIT RUNS CONTAIN TWO WIRES UNLESS OTHERWISE NOTED. 15.ALL WIRING IN EXP05ED AREAS TO BE RUN IN METAL CONDUIT. W.ALL ELECTRICAL AND CONTROL EQUIPMENT SHALL BE IDENTIFIED USNG AND LAYOI)T PER NEG AND ACCEPTED STANDARDS. CONTRACTOR TO Rl3'LA(GE � g 16.ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE AND MAKE 26.FURNISH'AND INSTALL ALL FUSES AS MANUFACTURED BY BUSSMAN. RI5E5 ENGRAVED THREE LAYER LAMINATED PLASTIC NAMEPLATES. LETTERS SHALL BE EXISTING PANES WITH NEW ON THE SECOND FLOOR AND PENTHOUSE. VERIFY ALL Q 7.CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL CONFORM TO ALL APPLICABLE ARRANG-A E- 5 WITH THE UTILITY COMPANY FOR SERVICE CONNEGTION5. ALL SHALL BE DUAL-ELEMENT TYPE UNLESS NOTED OTHERWISE. V4'HIGH AND SHALL BE WHITE ON BLACK BACKGROUND. LOADS. CODES. CONNECTIONS SHALL COMPLY WITH THE UTILITY COMPANY'S REQUIREMENTS. 34.PROVIDE WIRE MARKERS ON EACH CONDUCTOR N PANELBOARD GUTTER 71.WIRING DEVICES SHALL 13E SPECIFICATION GRADE. TOGGLE 5WITCHIE5 WILL 5PAGE5,PULL BOXE5,ETC,AND AT LOAD CONNECTIONS. 40. ELECTRIC AL CONTRACTOR TO SUPPLY AND INSTALL A NEW 400 AMP ry 6.ALL EQUIPMENT SHALL BE NEW AND SHALL CONFORM TO THE NE.MA.,NATIONAL 11.ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AND BE QUIET TYPE RATED 20 AMP,120 VOLT. DUPLEX RECEPTACLES SHALL BE SERVICE LIPS FROM MAIN BUILDING TO A NEW 400 AM'PANEL N THE BASEMENT ELECTRICAL CODE W),AND UNDERWRITERS LABORATORIE5 W 5TANDARDS ASSIST IN SCHEDULING HIS WORK IN ORDER TO COOPERATE WITH THE OTHER TRADES. RATED 20 AMP,120 VOLT GROUNDED. SPECIAL REGEPTAGLE5 SHALL BE 35.THE COLOR OF MROUNDED CONNECTOR5 FOR SERVICE,FADER,BRANCH OF BULDIN6 13,FOR FUTURE USE. COORDINATE LOCATION WITH GENERAL (HOSPITAL GRADE). PROVIDED AS REQUIRED:, (OVER PLATE FINISH FOR ALL OEVIGE5 SHALL BE AS CIRCUIT,CONTROL,AND SIGNALING CIRCUITS SHALL BE AS FOLLOWS: CONTRACTOR AND HOSPITAL MANAGB'IENT. 16.POWER WIRING TO PLUMBING AND HVAG EQUIPMENT BY ELECTRICAL CONTRACTOR. DIREGTEO BY ARCHITECT. WIRING DEVICES 5HALL BE AS MANUFACTURED BY PHASE A-BLACK 120/208 VOLTS q.TESTING-AFTER WIRES ARE IN PLACE AND CONNECTED TO DEVICES AND EQUIPMENT, CONTROL WIRING B BY RLSPEGTNE GONTRAGTORS. PASS d SEYMOUR,HUBBELL,OR LEVITON. PHASE B-RED _ THE SYSTEM SHALL.BE TESTED FOR SHORTS AND GROUNDS. ALL WIRING,IF SHORTED PHASE G-BLUE NEUTRAL CONDUCTORS SHALL BE WHITE,GROUND CONDUGTOR5 OR&ROUNDED,SHALL BE REMOVED AND REPLACED. SHALL BE GREEN' _ 0 . , ZIN , , i i Y CONTRACTOR TO PROVIDE FIRE PROTECTION SYSTEM PER CODE ' r1 REQUIREM VENTS. SUBMIT PLANS TO FIRE MAR5HALL FOR APPROVAL. i I L�U GE 5 m 204 s.F. 0 m � O W N ELEGTRIGAI_ SYMBOL LIST HG r1 � m 0 RECE55ED CEILING FIXTURE 1OKE PMTOR HG (TO MATCH EXI5TINS) s O X DUPLEX CONVENIENCE RECEPTACLE FTC. OO I r W Opp (WATERPROOF)IN6 FIXTURE 6RaM FhLT DUPLEX RECEPTACLE Lu HG X Z� MOTOR(E)WAU5T FAN,50 GEM) PROOF WATER (t m w MOUNTED FLOOD LIVING �O ® `Y/ O lJ-7 O 5p 5NUTGH ,� E14ER66dGY LIGHT Mn HEADS) I6H a c LT5 CONTROLLED L0GKEi, I O Wn (W Q DATA LRE I Q- LL COMBINATION EMERGENCY LIGHT d 05 F. ll 3 LIGHT FIXTURES ARE O O EXIT SIGN (No.OF HEADS AND TH EPFIONE PROVIDED BY CABINET EDIREOTION ARROW AS INDICATED) MANUFACTURER, ❑N TV/GOAW 5AT CONNECTION BY El EC ® CEILING MOUNTED EXIT SIGN I CONTRACTOR (TYP OF 2) 7'-2" 13- 4-10" _1 X LOCKER ROOM 0 2 0 ENGINEER:. NL r z T N E Vv ll �� y0 VE5 BOLE 3' �_ ' ��' 9 w w nI. � ' E IT s�QA 3495 EXI '� FEss�o�' I I JEFFREY T. BUTLER, P.E. ENTRY HALL l� 106 5.F. F9 i 1 I 1 A 127 DA s s NL Sf. � I I O m W�r1MER EGRESScn M o STAIR Z < � 0 � O Z 0 � I I Q < CQ z m Lu Q Q- o z o O FAN O FAN ~ < OL OL HP I I I �O - Q 0 u 13 I I z JLu I I I 1�J I I ( I OFAN -i O CV I I E-I � I I I I - _ _ z w U j o < 0 o o 0 301 S.F. LOCKER AND TOILET ROOT"I PA(5E q� LIGHTING AND POWER PLAN SCALE: 1/4"= I '-O" O 2 4 6 13 TO-REFERENCE UPPER LEVEL FLOOR PLAN 5EE DRAWING No.7 of 14 N 4035.1 CLEAR WIDTH AT TURN. 4042.42 5LIDIN5 AND FOLDING DOORS. BUILDING CODE OF N.Y.5. 306 - KNEE AND TOE CLEARANCE GHAPTER 4. - ACCESSIBLE ROUTES 4 WHERE AN ACCE551BLE ROUTE MAKES A I80 DEGREE TURN AROUND AN OBJECT WHIGH 15 LESS SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 4042.4.2. CHAPTER II - AGGESSIBILITY 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT 15 INCLUDED AS PART OF CLEAR 401 - GENERAL THAN 46 INCHES(1220 MM) WIDE,CLEAR WIDTHS,SHALL BE 42 INCHES(1065 MM)MINIMUM TABLE 404.2.42 FLOOR OR GROUND SPACE AT AN ELEMENT,GLEARANGE AT AN ELEMENT,OR A 401.1 SCOPE. o APPROAGHING THE TURN,48 INCHE5(1220 KV HINIMUUM DURING THE TURN,AND 42 INCHES(1065 MANEUVERING CLEARANCES FOR 5LIDING AND FOLDING DOORS 5EGTION 1101 -GENERAL 1101.1 SCOPE THE PROVISIONS OF THI5 CHAPTER AND APPENDIX E SHALL WHEELCHAIR TURNING 5PAGE,THE SPACE SHALL COMPLY WITH 5EGTION 30(b. ADDITIONAL MM)MINIMUM LEAVING THE TURN. APPROACH DIRECTION MINIMUM CLEARENCES CONTROL THE DESIGN AND CONSTRUGT'ION OF FACILITIES FOR AGCE551BILITY TO PHYSICAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE PERMITTED BENEATH ELEMENTS. AGGE551131 E ROUTES REQUIRED BY THE SGOPING PROVISIONS ADOPTED BY PERPENDICULAR PARALLEL TO DISABLED PERSONS. THE ADMINISTRATIVE AUTHORITY SHALL GOMPLY WITH THE APPLICABLE o TO DOOR DOOR 306.2 TOE CLEARANCE PROVISIONS OF THIS GRAFTER 11012 DESIGN BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE 402 AGGE%IBLE IN AGGOROANGE WITH THIIS CODE AND IGG/ANSI AI17.1 ;•.7 : •.. - . FROM FRONT 48 IN(1220 mm) 0 IN(0 mm) 402 - ACCESSIBLE ROUTES FROM H SIDE 42 IN(1065 an) 54 IN 010 SEE NOTE 2 r 402.1 GENERAL. FROM LAT(H SIDE 42 IN(I065 24 IN(610 m ,SEE NOTE 2 303 -CHANCES IN LEVEL 303.1 GENERAL. CHANGES IN LEVEL IN FLOOR OR GROUND SURFACES ~' ACCESSIBLE ROUTE-5 SHALL COMPLY WITH SECTION 402. Q I Maneuvering space shall include full width of doorway. SHALL COMPLY WITH SECTION 303. ;, f'- i 303.2 VERTICAL. 4n :; 2 . From the latch side toward the approach direction.n. 4022 COMPONENTS. ACZE551BI E ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING FIG.4035.1 54 MIN. CHANGES IN LEVEL OFY' (6 MM) HIGH MAAXIMUM SHALL BE PERMITTED TO BE VERTICAL. ' COMPONENTS: CLEAR WIDTH AT TURN '''I " "�'�" WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS,RAMPS,CURB RAMPS,ELEVATORS,AND WHEEL(HAIRLe C (PLATFORM) LIFTS. ALL COMPONENTS OF AN AG(E551BLE ROUTE - C�l _ rv,� y e A - SHALL COMPLY WITH THE APPLICABLE PORTIONS OF TH15 STANDARD. FIG. 3062 - 403 WALKING SURFACES t (A) FIG. 303.2 17 min. TOE GLEARANGE } VERTIGAL GH)ANCE5 IN LEVEL 403.1 6ENERAL. a N WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL N 42 min. 42 min. z �- 3033 BEVELED. COMPLY WITH SECTION 403. R CHANGES IN LEVEL BETWEENY4 INCH(6 IMM) HIGH MINIMUM AW ) INCH(13 MM) HIGH MAXIMUM SHALL o ry 24 MIN. BE BEVELED WITH A 5LOPE NOT STEEPER THAN 1--2. 306.2.1 GENERAL. 403.2 FLOOR OR GROUND SURFACE. <48J tt SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND q INGI (23 ( FLOOR OR GROUND SURFACES SHALL COMPLY WITH 5EGTION 302. MMU ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE AND SHALL 403.3 SLOPE. 40332 PASSING SPACE. (G) I COMPLY WITH SECTION 306.2. AN A,GE551BLE ROUTE WITH A CLEAR WIDTH LE55 THAAN 60 INCHES(1525 MM)SHALL PROVIDE THE R1INNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN FIG. 4042.4.2 PAS�NG 5PAGE5 AT INTERVALS OF 200 FEET(61M) iMAXIMUM.THESE PASSING 5PAGE5 SHALL BE MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS L20. THE GROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER 30622 MAXIMUM DEPTH. EITHER A 60 INCH(1525 MM) BY 60 INCH(1525 MM) MIiNIMUM SPADE,OR AN INTERSECTION OF TWO , :, . :..: LL . . .: :,:: :. TOE GLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMUM UNDER ANGES IN LEVEL. WALK&SURFACES WHICH PROVIDE A T-5HAPED TURNING SPACE COMPLYING WITH SECTION 304. 404.2.4.3 DOORWAYS WITHOUT DOORS. UNDER AN ELEMENT. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 303. 414 - DOORS AND DOORWAYS DOORWAYS A;THOUT DOORS THAT ARE LE55 THAN 36 INCHES R5 MM) WIDE SHALL HAVE MANEUVERING GLEARANCES FIG. 3',033 3062.3 MINIMUM DEPTH. .2.4.3. BEVELED GHANGE5 IN LEVEL WHERE TOE CLEARANCE 15 REQUIRED AT AN ELEMENT A5 PART OF A CLEAR CLEAR CLEAR WIDTH. COMPLYING WITH TABLE 404 ��1 GENERAL. CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 4035. D(.RS d DOORWAYS THAT ARE PART OF AN AG:GESSIBLE ROUTE SHALL COMPLY W/SECTION 404. TABLE 404.2.4.3 303.4 RAMPED. FLOOR OR GROUND SPACE,THE TOE CLEARANCE SHALL EXTEND 17 INCHES(430 • MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS CHANGES IN LEVEL GREATER THANY2 INkIGH(13 MM)SHALL BE RAMPED AND SHALL COMPLY WITH MM)MINIMUM BENEATH THE ELEMENT. TABLE 4035 CLEAR WIDTH OF AN AGGE551BLE ROUTE 402 MANUAL DOORS. APPROACH DIRECTION MINIMUM GLEARENGE5 5EGTION 405 OR 406. MAIAL DOORS AND Poc-R IAY5,AND MANUAL �ATE5,INGLUDING TICKET GATES,SHALL COMPLY PERPENDIGA-M TO DOOR 3062.E ADDITIONAL CLEARANCE. SEGMENT LENGTH MINIMUM SEGMENT WIDTH G G SPACE EXTENDING THAN 6 INCHES(150 MM) BEYOND THE AVAILABLE (SEE NOTE p 304 - WHEELCHAIR TURNING SPAGE 24 INGHE5(610 MM) 32 INCHES(815 MM) WRITHE REQUIREMENTS OF SECTIONS 404.2.1 THRROUGH 404.2.11. FROM FRONT 46 IN(I220 mm) KNEE CLEARANCE AT q INCHES(230 MM) ABOVE THE FLOOR OR GROUND SHALL > 24 INCHES(610 MM) 36 INCHES(4115 MM) ►042.1 REVOLVING DOORS AND TURNSTILES. FROM ID 42 IN(1065 mrrJ 304.1 GENERAL. A WHEELCHAIR TURNINCJ 5PAGE SHALL COMPLY WITH SECTION 304. NOT BE INCLUDED IN TOE GLEARANCE. 'EVOLVING DOORS OR TURN5TILE5 SHALL MOT BE PART OF AN ACCESSIBLE ROUTE. I. MANEUVERING SPAGE SHALL INGLUDE FULL WIDTH OF DOORWAY. 304 I. CONSECUTIVE SEGMENTS OF 32 INCHES 05 " WIDE MUST BE 2 FLOOR OR GROUND SURFACE. FLLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING 30b25 WIDTH. SPAGE SHALL HAVE A SLOPE NOT 5TEEEPER THAN h48 AND SHALL COMPLY WITH SECTION 302. 5EPARATED BY A ROUTE 5EGMENT 48 INCHES(1220 MM) LONG MINIMUM )422 DOUBLE-LEAF DOORWAYS. 4042.4.E REGESED DOORS. TOE CLEARANCE SHALL BE 30 INCHES(760 MM)WIDE MINIMUM. AND 36 INCHES(ql5 mrrJ wide minimum. ;LEAST ONE OF THE AGTIVE LEAVES OF [DOORWAYS WITH TWO INDEPENDENTLY OPERATED WHERE THE PLANE OF THE DOORWAY 15 RECESSED MORE THAN 8 INGHE5(200 MM) FROM THE PLANE OF THE WALL, 304.3 SIZE. WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 3043.1 OR 30432. INCLUDE INVE5 SHALL COMPLY WITH SECTIONS 404.23 AND 4042.4. GLEARANGE5 FOR FRONT APPROACH 5HAH BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYINC-G WITH 5E0TION 306 ONLY AT THE END OF EITHER THE BASE 306.3 KNEE CLEARANCE. 4423 CLEAR WIDTH. 404QA5 FLOOR OR GROUND 5URFACE. OR ONE ARM. 8 FORWAYS SHALL HAVE A GLEAR OPENING OF 32 INGHE5(815 MM) MINIMUM. CLEAR OPENING FLOOR OR GROUND 5URFAGE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN min. ODOORWAY5 WITH 5WIN6ING DOORS 5HAU1 BE MEASURED BETWEEN THE FACE OF DOOR 1:48 AND SHALL COMPLY WITH 5EGTION 302. 60 min. _ /D STOP,WITH THE DOOR OPEN qO DEGREES. OPENINGS MORE THAN 24 INGHE5(b10 MM) 60 min. , m EP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES(4115 MM) MINIMUM. THERE SHALL BE 40425 THReSHOLDS AT DOORWAY5. m i PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES 065 MM) ABOVE THRE51-101-05,IF PROVIDED,AT DOORWAYS SHALL BE ? INCH(13 MM) HIGH MAXIMUM. RAISED THRESHOLDS 4 a E FLOOR OR GROUND.PROJECTIONS INTO THE MINIMUM CLEAR OPENING WIDTH MORE THAN CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. � e"'� 24 mh. 48 min. 24 min. cif I INCHES(865 MM) AND UP TO 80 INCHES (2020 MM) ABOVE THE FLOOR OR GROUND ARE RMITTED BUT SHALL NOT EXCEED 4 INGHE-S(102 MM). 4042.E TWO DOORS IN SERIES. 1 ,• .. N 17 DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES 5HALL BE 48 INCHES(1220 MM)MINIMUM PLUS THE m WIDTH OF ANY DOOR 5WINGIN6 INTO THE SPACE.DOORS IN SERIES SHALL SWING EITHER IN SAME DIRECTION OR a E E E G E ^32 N MIN. AWAY FROM SPAGE BETWEEN DOORS. O 32"MIN. FNr'1 CN (A) CIRCULAR miAw n 36 min. 12 mh ..,.:..� +� CN m (h X 48 MIN. 48 MIN. FIG. 3043 II No" (B) SLIDING DOOR (B) T-5HAPED FIG. 3063 SIZE OF WHEELCHAIR TURNING SPACE xI'D LLI min. ' KNEE GL.EARANGE ' ' � � � Z q0 DEG. 32' MIN. FIG 4035 - CLEAR WIDTH OF AN AGGE%IBLE ROUTE C ) O 3043.1 CIRGUL.AR SPACE. 3063.1 GENERAL. I THE WHEELCHAIR TURNING SPACE';SHALL BE NOT LE55 THAN 60 INCHES(1525 MM) DIAMETER SPAGE UNDER AN ELEMENT BETWEEN q INCHES(230 MIA) AND 27 INGHE5(685 MMU MINIMUM. WHEELCHAIR TURNING 5P/AGE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE AND SHALL COMPLY Q (A) HINGED DOOR (G) FOLDING DOOR go. CLEARANCE COMPLYING L�ITH SEGO Ii ION 306. WITH SECTION 3063. LL C FIG.404.2.3 � 304.3.2 T-SHAPED SPAGE. � (3 0 CLEAR WIDTH OF DOORWAYS THE WHEELCHAIR TURNING SPACE!SHALL BE A T-5HAPED SPACE WITHIN A 60 INCH (1525 30632 MAXIMUM DEPTH. MM) MINIMUM SQUARE WITH ARM5/AN'?BASE 36 INCHES(q15 MM) WIDE MINIMUM. EACH ARM 4.2.E MANEUVERING CLEARANCES AT DOORS. 1 R(A) (B) OF THE 'T'SHALL BE CLEAR OF GiI7_T12UGTIONS 12 INCHES (610 MMU MINIMUM IN EACH KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (b35 MM) MAXIMUM ;7 F0 IIMUM MANEUVERIN6 CLEARANCES AT DOORS SHALL COMPLY WITH SECTIONS 404.2.4.1 DIRECTION AND THE BASE SHALL IBE CLEAR OF OBSTRUCTIONS UNDER AN ELEMENT AT q INCHES (230 MM) ABOVE THE FLOOR OR GROUND. �1 ZOUGH 4042A.7. EXCEPTION: DOORS TO HOSPITAL BEDROOMS SHALL BE EXEMPT FROM THE REQUIREMENT FIG. 404.2.b -TWO DOORS IN SERIES •• 304.E DOORS. 306.33 MINIMUM DEPTH, FOR SPAGE AT THE LATCH SIDE OF POOR PROVIDED THE DOOR IS 44 INCHES(1120 M1N1) w 404.2.1 DOOR HARDWARE. UNLE55 OTHERWISE SPECIFIED,DOORS 9-IALL BE PERMITTED TO SWING INTO WHEELCHAIR WHERE KNEE CLEARANCE 15 REQUIRED BENEATH AN ELEMENT A5 PART OF A J WIDE MINIMUM. 1LL HANDLES,R5,LATCHES,LOCKS,AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE TURNING SPACES. CLEAR FLOOR OR GROUND SPAGE,THE KNEE CLEARANCE SHALL BE 11 INGHES 404.2.4.1 SWINGING DOORS. THAT 15 EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING,PINCHING,OR TWISTING OF THE (280 MM) DEEP MINIMUM AT q INCHES(230 MM) ABOVE THE FLOOR OR GROUND, SWINGING DOORS SHALL HAVE MANEWVERINI6 CLEARANCES COMPLYING WR15T TO OPERATE.SUCH HARDWARE SHALL BE 34 INCHES(865 MM)MINIMUM AND 48 INGHE5(1220 MM) MAXIMUM 305 -CLEAR FLOOR OR GROUND SPACE AND 8 INCHES(205 " DEEP MINIMUM AT 27 INCHES(685 MM) ABOVE THE FLOOR WITH TABLE 404.2.4.1. ABOVE THE FLOOR OR GROUND. WHERE 5L.IDING DOORS ARE IN THE FULLY OPEN P051TION,OPERATIN6 HARDWARE OR GROUND. SHALL BE EXP05ED AND USABLE FROM BOTH SIDES. ENGINEER: 305.1 GENERAL. CLEAR FLOOR OR 6RG2UiID SPACE SHALL COMPLY WITH SECTION 305. 3063,4 CLEARANCE REDUCTION. -- - TABLE 4042.4.1 EXCEPTION: LOGK5 USED ONLY FOR SEGURITY PURPOSES AND NOT U5ED FOR NORMAL OPERATION ARE =---- YUF�- MANEUVERING GLEARANGE5 FOR MANUAL. SWINGING DOORS 305.2 FLOOR OR GROUND 5URFAGE5. BETWEEN q INCHES(230 MM) AND 27 INCHES(b85 MMV ABOVE THE FLOOR OR _ ��N PERMITTED IN ANY LOCATION. FLOOR OR 6ROUN0 SURFACES OF A GLLEAR. FLOOR OR GROUND SPACE SHALL HAVE A SLOPE GROUND,THE KNEE CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A TYPE OF USE MINIMUM GLEARENGES APPROACH DOOR; PERPENDICULAR BEYOND LATCH PARALLEL E DOOR NOT STEEPER THAN 1:48 AND SHALL COMPLY W/SECTION 302. RATE OF I INCH (26 MM) FOR EACH b INCHES(I50 MM) IN HEIGHT. 7 r 404.2.8 GLO5ING SPEED. II � �✓ DIRECTION SIDE To DOOR 305.3 SIZE. 3063.5 WIDTH. FROM FRONT P)L 60 IN(1525 mm) 180 IN(455mm) 4042b.1 DOOR CLOSERS. THE CLEAR FLOOR/GROUND 5PAGE SWALL BE 30 INGHE5(760 MMU MIN.BY 48" (1220 MM)MIN. KNEE CLEARANCE SHALL BE 30 INCHES h60 MM)WIDE MINIMUM. M ONT 48 IN(I220 m 0 IN 0 2 DOOR CLOSERS SHALL BE ADJUSTED 50 THAT FROM AN OPEN P051TION OF q0 DEGREES,THE TIME REQUIRED C , :: co s,; FROM HINGE R)LL 60 IN(1525 mm) 36 IN N15 mm)42 IN(1065 mm) TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 5EGONDS MINIMUM. 305,E KNEE AND TOE CLEARANCE. FROM HINGE PUSH 42 IN(IOb5 W 54 IN(1370 nV UNLESS OTHERWISE SPECIFIED,CLEAR(FLOOR OR GROUND SPAGE SHALL BE PERMITTED TO 4-._ ( �,- 61 �a c FROM LATCH R)LL 48 IN(1220 mmU 24 IN(610 mm) 4042.b- SPRING HINGES. INCLUDE KNEE AND TOE CLEARANCE C�OMPLYING WITH SECTION 306. FROM LATCH P 42 IN(1065 mm) 24 M(610 mnJ DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES THE DOOR USH I. MANEUVERING SPACE SHALL INCLUDE RILL WIDTH OF DOORWAY. SHALL MOVE TO THE CLOSED POSITION IN IS SECONDS MINIMUM,MEASURED UNDER AMBIENT CONDITIONS. W5.5 POSITION. n_J,_rl - �- 2. ADD 12 INCHES(500 MM) IF 0105ER AND LATCH PROVIDED. UNLESS OTHERWISE SPEGIFIED,THE GLELAR FLOOR OR GROUND SPAGE SHALL BE P051TIONED FOR L _t- JEFFREY T. BUTLER, P.E. 3. ADD 6 RUCHES(150 MM) IF CLOSER AND LATCH PROVIDED. 4042,q DOOR-OPENING FORGE. EITHER FORWARD OR PARALLEL APPRCOAGH TO AN ELEMENT 4. ADD 6 INCHES(150 MM) IF GL(05ER PROVIDED. _ • . FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORGE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE _ 48 min. 54"MIN. AUTHORITY.THE MAXIMUM FORGE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE A5 FOLLOW5: O O z I. INTERIOR HINGED DOOR: 5.O POUNDS(222 N) �- 2. SLIDING OR FOLDING DOOR: 5A POUNDS(22.2 R) 'Z < THESE FORGES DO NOT APPLY TO THE FORGE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER E �/ } IS MIN. DEVICE5 THAT HOLD THE DOOR IN A CLOSED P051TI0N. LL 404.2.10 DOOR SURFACE. E-I Q DOOR SURFACES WITHIN 10 INCHES(255 MM)OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A 42'MIN. IS" (A)FRONT APPROACH,PULL 51DE SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR 30 min (5) PARALLEL J 0 m } 148 MIN WHERE BOTH CL05ER AND LATCH ARE PROVIDED VERTICAL JOINTS IN SUCH 5URFAGE SHALL BE WITHIN I/I6 INGH (I.6 MM) OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE GAPPED. MIRROR .� < (A) FORWARD FicG ,:i�5 LAVATORY �-.. Q- Q EXCEPTfON5: POSITION OF CLEAR FLOOR OR GROUND 5PAGE NOTE: z I. SLIDING DOORS. � GRAB BARS � � - " 0 HINGE APPROACH,PUSH 51DE 'v HANDICAP 6RAB BARS 'S4 MIN WHERE BOTH CLOSER AND LATCh+ARE PROVIDED 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING CLEAR 1 2 O ^^ Q � fl.00R 3 4 SECURED TO WOOD 3_0 6 ! i � }- 12 MIN. EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET 305.b APPROACH.ONE FULL UNOB5TRUCGTED 51DE OF THE CLEAR FLOOR OR GROUND 5PAGE SHALL ,gyp, 2 �' BLOCKING AND LOCATED r-- moon � Z P4 0- THE 10 INCH (255 MM) BOTTOM RAIL HEIGHT REQUIREMENT. ADJOIN OR OVERLAP AN AGGE551BLE`.ROUTE OR ADJOIN ANOTHER GLEAR FLOOR OR GROUND A5 PER AN.5.1.t GABA. ;fl 30'MIN. STANDARDS(SEE 3. DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES(255 MM) OF THE FLOOR OR GROUND. SPACE. Io �I CLEAR FLOOR AREA ��R�) 3 E-1 Z_ --1 305.1 MANEUVERING CLEARANCE. IF A:CLEAR FLOOR OR GROUND SPAGE 15 IN AN ALCOVE OR 4 CN r ��510E •e- 404.2.11 V15ION LITE5. OTHERN15E CONFINED ON ALL OR PART OF'THRI� SIDES,ADDITIONAL MANEUVERING CLEARANCES 60"MIN. N v pZ a Q LU < O O z DOORS AND SIDELITE5 ADJACENT TO DOORS GONTAININ6 ONE OR MORE GLAZIN6 PANELS THAT PERMIT VIEWING COMPLYING WITH SECTIONS 305.7.1 AN[D 305.72 SHALL BE PROVIDED. THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES(IM MM) MAXIMUM ABOVE GLoSEr O .� J LLL L THE FLOOR OR GROUND. �� 60 min. yy 24' 404.3 AUTOMATIC,DOORS. AUTOMATIC,DOORS AND AUTOMATIC, GATES SHALL COMPLY WITH SECTIONS 404.3.1 THROUGH 404.3.6. FULL a/ O -� POWERED AUTOMATIC DOORS SHALL COMPLY WITH AN51/BHMA A156.I0. LOW-ENERGY AND POWER-A5515TED � R -5TROOM ACGE55ORY 5GHEDUI.E 'MIN. o z (1=)LATCH APPROACH,PULL SIDE DOORS SHALL COMPLY WITH AN51/BHMA AI56.Iq. , 'n 4 X TISSUE DISPENSER - Z 404.3.1 CLEAR OPENING WIDTH. ID DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES(815 MM) IN POWER-ON AND POWER-OFF MODE. BOBRIGK No. B-4535 MIRRORGRAB BAiRS V O < 36"MIN. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR 5Y5TEM5 SHALL BE BASED ON THE CLEAR OPENING 0 MIRROR - 5 3q'-�aI' 0 O Q PROVIDED BY ALL LEAFS IN THE OPEN POSITION. BOBRIGK No. B165-1836 LAVATORY L4 4 (G)HINGE APPROACH,PULL SIDE 404.32 MANEUVERING CLEARANCES. 36 min. �, 0 CRAB BAR - 4 MIN.11 4 CLEARANCES AT POWER-ASSISTED DOORS SHALL GOMI'LY WITH SECTION 4042.4. (B) PARALLEL APPROACH BOBRIGK No. B 6106.3E 36" X 1 1/2" �" PA(5E :Ft1(a) APPROACH FIG. 305.7 - MANEUVERING CLEARANCE IN AN ALCOVE Q C RAB BAR - 4043.3 THRESHOLDS. N -� THRESHOLDS AND GHANG-B IN LEVEL AT DOORWAYS SHALL COMPLY WITH 5EGTION 4042.5. 4 BOBRIGK No. B 6106.42 42" X 1 1/2" N m '48 MIN.HHl3� 404.3.E TWO DOGS IN SERIES. 305.7.1 FORWARD APPROACH. 14b MIN DOORS IN SERIES SHALL COMPLY WITH SECTION 4042b. THE WIDTH OF AN ALCOVE 5HALLL BE 36 INCHES (q15 " MINIMUM WHERE THE DEPTH EXCEEDS 0 GRAB BAR - V KNEE CLEARANCE CLOSER MM). BB „ 404.35 CONTROL SWITCHES. 24 INCHES(610 ORIGK NO. B 6106.18 18" X I (/2" T�HOLDER 6 PROVIDED 42 MIN. CONTROL SWITCHES SHALL COMPLY WITH SECTION 3N. 505.12 PARALLEL APPROACH. I'-5'LAv.DE WATER C:L05ET TYPICAL HANDICAP DETAILS (G)LATCH APPROACH,PUSH SIDE 4043.E SIGNS. THE WIDTH OF AN ALCOVE 5HAL LL BE 60 INGHE5(1525 MM) MINIMUM WHERE THE DEPTH EXCEEDS MMV. (D)HINGE APPROACH,PULL 51DE F16.4042.4.1 LABELS AND WARNINGS FOR AUTOMATIC DOOR5 5HALL COMPLY WITH SECTION 103.4. 15 INCHES(380 (FROM ICC,/ANSI Alll.l 2003) O 048 MIN WHERE BOTH CL.05ER AND LATCH ARE PROVIDED? MANEUVERING CLEARANCE AT 5HIN671%DOORS f _ .., ... _ .. I , ..^_ .- I 1 . I I . I I I I - . . n. . I . I I .. 11 I . I I . I I 11 I . . . I . : I . . I I I . I I . I -- . I I I :' . I . .11 I I I I I I . I I I , . "I I . - .; . I I I Ko . , , . . ,; SPRINKLER NOTM CONTINUED: . 16. ALL SPRINKLERS SHALL BE OF AN APPROVED TYPE WITH PROPER TEMPERATURE RATING. 01 'A sGoPE ol= SUBMITTAL . THE WORK PROPOSED IS CLASSIFIED AS A ALTERATION - � IT APPLICABLE: SECTIONS OF ACCE•PTA.NOE TESTS, 1-11 OF NFPA 13, SHALL 13E COMPLIED WITH. LEVE L 2 (SECTION 304) OF THE NEW PORK STATE BU I L I NG ., . . ON > .: • . ; ,,.. . a 18. G(iPlTRAGTOR SHALL BE RE-5PON51$ - CODE 2007 EDITION ..�,-..,I ] #,.• , :. � :. ., - .,- .,� � �� I .. LE FOR OBTAINING SIGN CIF FROM ALL AGENCIES • C 1 ., ' a d ! " ` HAVIrl9 .IURISGIGTION AND SHALL NOTIFY SAME PRI OR TO ANY TESTING. i. THE SPACE TO BE REC ONFIGURED EXISTS A5 STORAGE i :F ': . 1. �;k '� -ram ,�` r i - .. ;, ROOM AND x ED USE IS LOCKER R THE PROPOS Iq GOtfTRAGTCR TO SUPPLY ALTERNATE PLAN FOR SIDE WALL MOUNTED SPACE. - ; '' TE SPRINKLERS IF AN �GLUDES ADDING AN . RESTROOM SPACE. TH I S P ROPOSAL IN ,. DESIRED. A ram' w %"'_� PPROVAL IS REQUIRED BY OWNER'S E14GINEER AND LOCAL AGEENGY HAVING STAIRS, AND EGRE`.55 DOOR FROM THE t�,,,,, . ADDITIONAL SET OF 5Ir- M; -4 JURISDICTION �: .�', '..,�,.. ,<,,," s;, \ I : ,..yea .f�' - ,- PROP05ED SPACE TO OPEN SPACE. 1 U 20. HANGER SPACING AND INSTALLATION SHALL CONFORM TO NFPA 13-3. � ' NOTE THAT THE NET CHANGE TO CLUB MEMBERSHIP DOES NOT GHANGE NOR DOE5 THE`. NET AMOUNT O F LOOKERS WITHIN THE 21. ALL.SPRINKLER HEADS TO BE MAWFACTURED BY VIKING' OR APPROVED EQUAL. FACILITY. 22.NEW WATER SUPPLY TO BE INSTALLED PER SCWA STANDARDS AND SUBJECT TO LOCAL ' SEE SHEET 12 FOR CODE ANALYSIS. APPRCT,/AL. a . � . . GENERAL ELECTRICAL NOTE-5 �� . - � , N . . . I. THE EQUIPMENT RO U&H-INS AS SHOWN ARE ACCURATE TO THE BEST OF t71JR KNOWLEDGE. . 21. ALL WIRING SHALL 6E IN EMT RIGID GALV. STEEL OR PVC CONDUITS AS NOTED HERE -�--- 6ENERAL NOTES GENERAL- MECHANICAL NOTES HOWEVER, IN SOME IN5TANGE5 THE OWNER OR SUPPLIER MAY 5UB5TITUTE OR;THE EQUIPMENT EXCEPT NOTED IN NOTE - 26. 1 MINIMUM BOLT OR LAG SGREW SIZES FOR . MAY VARY FROM WHAT 15 SHOWN. THEREFORE,THE CONTRACTOR SHALL VLBRIFY ALL - 5IDE OF BEAM INSTALLATION I. GENERAL CONTRACTOR SHALL V151T THE 51TE AND VERIFY ALL JOB 1, MECHANICAL (HEATING,VFNTIL.ATING ,AIR CONDITIONING AND PLUMBING CONTRACTORS CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE 30. ALL. ELECTRICAL INSTALLATIONS SHALL BE AS PER,LATEST NEC AND LOCAL CODES. ... CONDITIONS,DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. THE SHALL COORDINATE ALL DUCTWORK, PIPING,AIR DISTRIBUTION DEVICES AND OTHER CONTRACTOR TO VERIFY THOSE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY LENGTH OF LAG SCREW . ARCHITECT SHALL BE NOTIFIED C ANY DISGREfPANGIE-5(Nt OMISSIONS WHICH MECHANICAL AND PLUMBING WGR:K WITH OTHER BUILDING TRADES SUCH AS ARCHITECTURAL, SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR 31. ALL CONDUITS SHALL 13E TESTED WITH A "ME66ER" TESTER TO DETERMINE THAT ALL F°'E SIZE SIZE OF BOLT OR LA6 SCRB^l WOULD INTERFERE WITH THE SAT15FAGTORY COMPLETION OF THE WORK, ELECTRICAL, PLUMBING,AND BUILDING 5TRUGTURE TO AVOID CONFLICT5 AND DELAYS. 5Y5TEM5 ARE FREE OF SHORTS AND PHASE CONDUCTORS ARE NOT GROUNDED. ---- USED w/ Y�{OOD BEAMS . PRIOR TO THE START OF CONSTRUCTION. 2. ALL WORK SHAD. BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE N.E.G.AND UP TO AND INCLUDING 2 IN. 3/8 IN. 2 1/2 IN. 2. ALL DUCT CONNECTIONS TO ALL AIR MOVING EQUIPMENT SHALL BE MADE WITH STATE AND LOCAL CODES A5 THEY APPLY. 32. E.G.MAY COMBINE ELECTRICAL CIRCUITS PER LATEST NEC. THE CIRC,UIT5 SHALL NOT --- 2. INTERIOR FINISH SHALL BE CLA55 A PER CHAPTER 8. ASBESTOS FREE FLEXIBLE CONNECTIONS. BE LOADED BEYOND THE PERMITTED CAPACITY ALLOWED BY THE LATEST NEC AND 2 1/2 1K TO 6 IN. (INCLUSIVE) 1/2 IN. . 3 IN. 3. STARTERS AND RELATED WIRING SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR. ` LOCAL CODES. ' ' ` • 3.CONGEALED SPAGE-5 WITHIN WALL,CEILING,PARTITION,FLOOR, STAIR, 3. IT IS THE RESPONSIBILITY OF TIC .'UNTRACTOR TO SUBMIT THE 51ZE AND DESIGN AND . OVERLOAD UNITS SHALL BE INSTALLED AS PER GIVEN NAME PLATE DATA OiN EQUIPMENT. . - ' ' '. I " I •. [77 ATTIC OR CORNICE CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT THE TYPE OF MECHANICAL 5'(5TEM5 THAT WILL BE USED IN SUFFICIENT DETAIL AS EXCEPT FOR SUCH ITEMS AS ARE NORMALLY SUPPLIED WITH STARTERS INSTALLED AT THEIR 33. ALL EXIT LIGHTS AND NIGHT LIGHTS MUST NOT BE SWITCHED. 8 IN. 5/8 3 IN. OPENINC75 SHALL BE FIRE-STOPPED IN ACCORDANCE WITH CHAPTER 1. REQUIRED BY THE BUILDING DEPARTMENT. POINT OF MANFUCTURE,ALL'STARTER5 SHALL BE SUPPLIED AND INSTALLED IBY THE • , : • -- E"LEGTRIGAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL MOUNT AJ!L SUCH 34. E.G.SHALL COORDINATE' LL.HI5 WORK WITH OTHER BUILDING TRADES TO AVOID 5PRIi�tKLER �-IEADS • �15URANGE/PE:RM I TS 4• THE ROOM THERMOSTATS SHALL BE INSTALLED AT SAME ELEVATION AS L16HT .STARTERS AS DIREGTED;AND SHALL FURNISH SUPPORTING STRUCTURES WHEIRE NEGESSARY. CONFLICTS AND DELAYS. E.G.SHALL ALSO REFER TO MECHANICAL,ARCHITECTURAL,AND . ' SWITCHES. , . PLUMBING DRAWINGS AND SPECIFICATIONS FOR HIS PART OF WORK AND FOR EXALT TEMPERATURE RATINGS, CL:ASSIFIGATIONS, GENERAL CONTRACTOR SHALL FURNISH THE I_OILLOWING INSURANCE • '4'. 'ALL FEES A55OCIATEP WITH CONSTRUCTION AND INSPECTION SHALL BE BORNE BY THE LOCATIONS (� ALL EQUIPMENT PROVIDED BY THEM AND PROVIDE POKER AND FINAL AND COLOR GODI NG5 - COVERAGE: PUBLIC LIABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, 5. ALL REFRIGERANT 5UGTIGNI LINE-5 AND CONDENSATE DRAIN LINE5, IN51DE THE BUILDING, .. CONTRACTOR IN ORDER TO DELIVER TO THE.OWNER A FINISHED BUILDING F:EADY FOR CONNECTIONS A5 REQUIRED. - WORKMAN'5 COMPENSATION, ETC., IN AMOUNTS A5 SPECIFIED BY THE LOCAL SHALL BE INSULATED WITH FIBIER61.AS5 INSULATION JOHNS MANVILL.E MIGRE LOK 650 OR OCCUPANCY AND 100%OPERATIONAL. GELS TEMPERATURE TEMPERATURE` COLOR G A155 ' DEPARTMENT OF E3UILDINGS AND LANDLORD. GENERAL CONTRACTOR SHAD. APPROVED EQUAL. Cx1TDCX>R SUCTION LINE SHALL BE INSULATED WITH JOHNS MANVILLE 35.ALL DISCONNECT SWITCHES SHALL BE SQUARE -D OR APPROVED EQUAL BY 6.E.OR TEMP. RATING CLASSIFICATION CODE COLORS OBTAIN AND PAY FOR ALL REQUIRED PERMITS, PRIOR TO COMMENCING ANY AEROTUBE FOAMED PLASTIC IN50-NTION. , , 5. TWO (2) COPIES OF OPERATION AND MAINTENANCE MANUALS FOR EGUIP14EW HEREIN WESTINGHOUSE. . WORK. INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE IBUILDING FOR OF %, °F °O �,,,� I� Pipe Sizea Insulation OCCUPANCY. 36. ALL FUSES SHALL BE BUSSMAN DUAL ELEMENT TIME DELAY FUSES UNLESS NOTED UNCOLORED ORANIGE 0 M CODES Thicknes5 , . OTHERWISE. . 6. ALL PANE'LBOARDS AND DISCONNECT SWITCHES SHALL BE LABELED WITIH RESPECT TO 100 3�5 135-I'10 57--n ORDINARY OR BLACK OR RED ALL WORK SHALL COMPLY WITH STATE AND LO)GAL GORES AND RE-6ULATICNI5, Suction Llnv-' . . . . . .'. . . i" ' (LATEST EDITION), AND SHALL BEE SUBJECT TO IINSPEGTION AND APPROVAL BY THEIR TITLE,VOLTAGE,AMPS AND PHASE: I.E. "PANEL A" 12O/208/3PH,4W,IOn AMP LABEL A A DEDICATED RECEPTACLE SERVED BY A 20 AMP GIRC:UIT SHALL BE RATED FOR 20 YELLOW Gondensai:�s Drain.Liraes . . I/2" page, � . ,.,�,: I50 6E� I'15-225 Zq-107 INTERMEDIATE WHITE OR GREEN I PING JURISDICTION. SHALL BE PHENOLIC PLASTIC, WITH WHITE LETTERS AND BLACK BAGKGROUPICD.LABELS SHALL w i` ALL AUTHORIT E-5 HA BE PERMANENTLY FIXED TO EQUIPMENT. 225 107 250-300 121-14cl HIGH BLUE BLUE Q I v - 6. ALL DUGTWORRK SHALL BE FABRICATED OF GALVANIZED STEEL SHEETS. THEY SHALL BE 38. ALL EQUIPMENT GROUND WIRES SHALL BE COPPER AND SIZED AS PER LATEST NEC - FABRICATED AND INSTALLED AS FEER LATEST SMACNA STANDARDS UNL E-55 SHOWN OR 1. PANELBOARDS'SHALL CONTAIN A TYPEWRITTEN DIREGTORY'WITH A PLASTIC COVER" , ' . ART. 250-q5. . GENERAL NO1-ES NOTED OTHERWISE. ALL TRAPY�VEPSE JOINTS SHALL BE POCKET LOCKS. ALL AFFIXED TO THE INSIDE DOOR. . , ; I ,,,, 300 14�i 325-315 163-1q1 EXTRA HIGH RED PURPLE • LONGITUDINAL JOINTS SHALL BE PITTSBURGH LOOKS. ALL INTERNAL AND EXTERNAL DUCT 31. IT SHALL BE CONTRACTOR'S RE-SPON51BILITIE-5 TO FURNISH AND INSTALL ALL 1 . , I. DR,4H�INGS ARE NOT TO BE SCALED;DIMEN5110N5 TO GOVERN. PROJECT INSULATION SHALL BE APPLIED A5 PER LATEST SMAGNA STANDARDS. ' t�. ' ` ` 3�5 Iql 400-475 204-236 VERY EXTRA HIGH GREEN BLACK W X REPANGIES. i ;' ,`,, rY:,� 8. CONTRACTOR SHALL SUBMIT 51X(6) OF SHOP DRAWIN65 TO THE ARGHITEEGT/ENGINEER MECHANICAL AND ELECTRICAL SYSTETIS PER PLANS. ALL INSTAIlATI0N5 SNAIL BE j I �9 w U_ COORDINATOR SHIALL BE NOTIFIED ( ANY DISC , ,A , CARRIED OUT SAFELY AND PROPERLY WITHOUT ANY INJURY TO THEIR EMPLOYEES. ALtd FOR APPROVAL FOR ALL EQUIPMENT AND DEVICES INSTALLED. ,r 475, 2 ' 500-575 260-246 ULTRA HIGH ORANGE BLACK OX' Z 1. ALL INSULATION AND AGCE%C',.IE5, EXCEPT AEROTUBE,51-ki COMPLY WITH ALL WORK SHALL BE DONE IN FULL COMPLIANCE WITH ALL REQUIREMENTS OF LOCAL GODE-5,' � ,.#.. - 2. 5PEGIAL CARE SHALL BE TAKEN TO A5%RIE MINIMUM DISRUPTION OF ALL REQUIREMENTS OF A5TM E-84,NFPA 225 AM UL 123 AND FLAME SPREAD RATING SHALL q, ANY DEVIATION FROM PLANS WITHOUT PRIOR APPROVAL OF THE ARGHITTEGT SHALL BE OSHA, AND NEC. THE OWNER,ARCHITECT,OR GON5ULTING ENGINEERS WILL NOT BE HELD _ 625 ?;a � 650 343 ULTRA HIGH ORANGE BLACK � Lp I O . OCLUPIEV PREMISES,EXISTING IMPROVEMENTS AND UTILITIES. NOT BE GREATER THAN 25 AND SM14,E DEVELOPED NOT TO EXCEED 50. CAUSE FOR THE REJECTION OF MATERIALS AND/OR METHODS,AND ANY COST INCURRED TO RE5PON5113L.E FOR ANY INJURY TO CONTRACTORS EMPLOYEES OR VENDORS BECAUSE - .;'_.• MM . CORRECT SUCH DEVIATION TO THE SATISFACTION OF THE A/E SHALL BE BORNE BY THE OF POOR INSTALLATION PRACTIGE-5 AND SAFETY NE6LI6ENGE5. - -_. h�-"1 Q = d) 3. GENERAL CONTRACTOR.SHALL PROTECT THE SAFETY OF THE GENERAL 8, ALL REFRIGERANT LINEE5 5HAI.:. BE PROPERLY SUPPORTED. - � PLUMBER CEF;TiFICA O LU �. PUBLIC BY ERECTING ALL REQUIRED BARRICADES TO PERMIT SAFE PASSAGE CONTRACTOR ..GREW DIMENSIONS FOR D_ IY 40, EXTRA SAFETY PRE-GA�UTIONS MUST BE TAKEN WHILE WORKING NEAR OR WITH THE ON LEAD CONTENT BE O � C� DURING CONSTRUCTION. q. ALL AIR SYSTEMS SHALL BE.C'FA',:E0,AFTER INSTALLATION AND SHALL BE PROPERLY � 10.ANY G05T5 INCURRED DUE TO THE LACK OF GODPERATION AMONG TRA''7E5 SHALL E3E I LIVE-EL.ECTRICALL'r ENEP16,1ZED) COMPONENTS OR NEW SWITCHBOARDS, PANEL BOARDS, a , ' .(,T';:L,ING FLANGES AND U-HOOKS CERTIFICATE OF OCCU IN :Y ram, O 4 NO MATERIAL SUBSTITUTION SHALL BE MADLE WITHOUT FIRST INFORMING THE BALANCED USING PROPERLY GALIf-,RA;i'ED,BALANCING DEVICES. TYPE WRITTEN BALANCING BORNE THE CONTRACTORS. WIREWAY5,DISCONNECT SWITCHES, STARTERS, AND OTHER SIMILAR ELECTRICAL ✓� _ . REPORTS SHALL BE SUBMITTED T4 THU ARCHITECT. EQUIPMENTS IN THE BUILDING OR ON THE SITE. _ . p1!-t ICE TWO 5GRE1^I CEILING FLANt5E5 SOLDER'USED IN WA EA W �. -_ ENGINEER. 50MIT 5U55TITLITE MATERIAL SPECIIFIGATION5 AND 5AMPLE5 FOR W APPROVAL, IN WRITING TO THE ENGINEER PRIOPR TO COMMENCEMENT OF WORK. -�:-. II. THE SUBMI5510N OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE T}FrAT THE I✓P n" 2 IN WOOD SCREW NO, I& x 1 1/2 SUPPLY SYSTEM CANT 10 m 10.AFTER INSTALLATION,AL.L. F SFRIGERANT SYSTEMS SHALL BE CLEANED AND CHARGED � � WITH REFRIGERANT AND LUBRiGA.7::?N OIL,.AND SHALL BE PUT IN SATISFACTORILY CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING 511TE. CLAIMS 41. CHECK ALL MAGNETIC MOTOR STARTS FOR PROPER SIZE OVERLOAD RELAYS. OR EXCEED,2/10 OF 1% L A . 5. ALL MATERIALS ARE TO BE NEW AS SPECIFIED PER CONSTRUCTION MADE SUBSEQUENT TO THE PROP05AL FOR MATERIALS AND LABOR, BECAUSE OF � `� LAG SCREW 5/16 IN. x 1 1/2 IN. OPERATION CONDITIOtv�. °' DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 42. THE ELECTRICAL CONTRACTOR SHALL APPLY AND OBTAIN ALL REQUIRED PERMITTS `.,� � --I DOCUMENTS. ANY USED FI)CTl1RE5 OR USED MA�T>=RIALS ARE NOT ACCEPTABLE AS REQUIRED BY LOCAL AUTHORITIES HAVING JURI5DIGTIONS.HE SHALL PROVIDE COST W EXCEPT A5 NOTED. !I. REFRIGERANT LINES SHIALL SE TYPE - L COPPER TUBING WITH SWEAT-TYPE WROUGHT , ' ' P'. :",IM THREE SCREW CEILING FLANGES Iw-� ~ . COPPER FITTINGS. 12. TRADE NAMES ARE 61VE N TO CLARIFY TYPE OF PRODUCT AND QUALITY I DESIRED. ESTIMATES WHEN REQUIRED BY LOCAL AUTHORITIES. „' S �; . /�(_L CO3'J�1'Rlt,,"T� ':�i SP�AL SUBSTITUTIONS MAY BE MADE PENDING APPROVAL OF THE A/E, UNLESS OTHER WISE NOTED. UP 1"0 2 IN. WOOD SCREW NO. 15 x 1 1/2 IN. I` E,ET THE REQU1RE-MF"' T3 O; r 6. GENERAL GONTRAGTOF: SHALL. COORDINATE HIS WORK WITH THE WORK OF 43. ALL ELGTRIGAL CONDUITS IN EQUIPMENT WASH BAY SHALL BE SGH 40 HEAVY WAIL, ___ F.'1' " I H, ENO N(=ER: ALL OTHER CONTRACTORS, AND BUILDING MANAGEMENT. 12. NiEGHANIGAL AND PLUMBING Cr>►,"fRAGTORS SHALL APPLY FOR ALL REQUIRED PERMITS. 13.GONTRAGTC�RS SHALL VERIFY SERVICE VOLTAGE WITH UTILITY COMPANY'AND REVISE TYPE II WITH WATER TIGHT NEMA-3R FITTINGS.WHERE PVC GONDUIT5 ARE NOT C00ES OF h'EVV YG',�,,5 i AT :. ��Uk � t� THEY SHALL PAY FOR ALL PERI4.T' Fz5 AND OTHER ASSOCIATED CHARGES. THE ACCEPTABLE BY LOCAL AUTHORITIES HAVING JURISDICTIONS, THE CONDUITS"5HALL BE 2 I/2 IN,, 3 IN., 3 I/2 IN. LAG SCREW 3/8 IN. x 2 IN. '� �- 1. GENERAL CONTRACTOR,SMALL MAKE GOOD AT HIS OWN EXPENSE FOR CONTRACTORS SHALL ALSO PROVIDE ALL-REQUIRED COST E5TIMATE5 TO CITY AND TO SERVICE AND BALANCE LOAD AS REQUIRED. IF CONTRACTOR 15 NOT QUALIfFIED TO REVISE • 4�,�v T �t��i Q� GLASS BROKEN DURING GONSTRUGTION. REASONABLE CARE SHALL BE TAKEN LOCAL AUTHORITIE:5 TO DETERNII'JE PERMIT FEES, IF REQUIRED. SERVICE, CONTACT OWNER. RIGID GALVANIZED STEEL(RCS) WITH NE MA-3R-RG5 FITTINGS. �. � 1.f F '` 4 IN., 3 1w., b IN. LAG SCREW I/2 IN. x 2 IN. � �' T � TO PROTECT ALL AREAS TO REMAIN AS 15. R E k` � , 14. ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE A DISCONNECT SWITCH AT 44.GONIRAGTOR TO COORDINATE EI.EGTRIGAL WORK WITH ELEVATOR SUPPLIER FOR _._ - l ,, ' °� ' "'a 8 IN. LAG SCREW 5/8 IN. x 2 IN. F� _ �\' i' 8. UPON COMPLETING C i\ll WORK BY G.G. AND OTHERS,GENERAL 13 THE CONDENSATE DRAIN LINES t31IAJ.L BE OF SOH.40 PVC. EACH PIECE OF EQUIPMENT. COMPLETE JCS. t � T C� �C-•) ,, �l I ;u. INTERIOR PIPPE SIZE FOUR SCREW GEILIN6 FLAN6E5 U I � <�, I rn„" 11 CONTRACTOR SHALL GLEAN ENTIRE AREA INCLUDING GLASS,MIRROR, 14. EXACT LOCATIONS OF ALL CELIN5 GRILLES AND DIFFUSERS SHALL BE FIELD AND EXTERIOR WINDOWS,VINYL BASE, FLOORIiNG, CARPETING AND ALL OTHER COORDINATED WITH LIGHT FIXTURES. 15. ALL EXTERIOR RECEPTACLES, JUNCTION E30XEES, AND EQUIPMENT SHAd L B3E . FINISHED SURFACES. WEATHERPROOF. ! ai c U < Ur- y'� ,� 1. lP TO 2 IN. WOOD SCREW NO. 18 x I I/2 IN. '" ,G� ��: I5. ALL RIGID RCM DUCTWORK,:�I• ..L 13E EXTERNALLY INSULATED WITH 1 1/2 THICK I6. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY, PRIOR TO ANY INDIVIDUAL CIRCUITS SPRINKLER NOTES: _ _,.� \�`` .`'1� q. ALL WINDOWS TO BE CLEANED AND ANY PAINT ( RESIDUE ON THE GLASS EXTERNAL INSULATION. THE IN5UI.�•T'oN SHALL BE JOHNS MANVILLE SERIES R MICROLITE 2 I/2 P1�3 Ili(., 3 I/2 IN. LAG SCREW 3/8 IN. x 11/2 'IN. TO BE REMOVED. , _ INSTALLATION, TO VERIFY WITH ALL OTHER TRADES CONCERNED THAT TIE 6IRC,UIT WITH 1�____10,W�!.QF.a�""n40'.D� D;.. D FIBERGLASS DUCT WRAP WITH KI' .F"f-:.GRIM-FOIL VAPOR BARRIER JACKET. DEVICE$ AS DRAWN I5 ADEQUATE IN SIZE AND MAKE-UP FOR THE MECHANIC:AL EQUIPMENT TO I. ALL PIPING,FITTINGS d INSTALLATION TO COMPLY WITH THE N.Y.F.I.R.O. - JEFFREY T. BUTLER, P.E. ' ' BE INSTALLED. IF ANY CONFLICT IN VOLTAGE, PHASE ,OR LOAD 15 ENGOU411TERED THAT 411J.,-5_IN., 6 IN. LAG SCREW I/2 IN. x 2 IN. 10. ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND 16.WHERE METAL DUCT5 PASS THE 51611 ANT FIRE RATED ASSEMBLY,UL. LISTED FIRE IRREGULARITIES IN MATERIALS AND COLOR MiATGHEES OR OTHER SPECIAL DAMPERS SHALL BE PROPERLY F51ALLED.. WOUL-D ALTER THE CIRCUIT SIZE,THIS CONTRACTOR SHALL NOTIFY THE ENCaIiNEER AND/CAR 2• ALL EQUIPMENT TO BE APPROVED_TYPE (RELIABLE) A IN. LAG SCREW 5/8 IN. x'2 IN. P 4 OUGHT OWNER IMMEDIATELY. FAILURE TO VERIFY THESE REQUIREMENTS SHALL PLACE THE �� fl SITUATIONS WHICH REQUIRE`. ADDITIONAL GONSIIDERATION SHALL BE BR TO THE ATTENTION OF THE PROJECT GOORDIiJiATOR FOR APPROVAL PRIOR TO 11. All CEILING SUPPLY AIR DIi=rU>FRS SHALL HAVE FCx1R-WAY THROY45 UNLESS SHOWN ,. a RE-SPONISIBILITY FOR ANY SUBSEQUENT CIRCUIT CHANGE DIRECTLY UPON THE CONTRACTOR 3. 5YSTI=P1 TO HAVE A MINIMUM OF 20 P.5.1. AT TOP LINE WITH 850 G.P.M. FLOWING. --.�- )CCUPA NICY C INSTALLATION. II. ALL MANNFAGTURER'S INSTRUIGTIONS SHALL BE FOLLOWEDIPE.. 511E U-HOOKS w T 1 OTHERWISE. 11. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY ROUTING IN CEILING SPADE. 4. MEN COMPLETED SYSTEM TO BE TESTED AT 200 P.S.I.P1 FOR Two HOURS , � � SSE IS U��LA�,�,)!A� j � M � -7 ; COMPLETELY. 18. ALL DUCTWORK SHALL BE INSTALLED IN BAYS, AND FjCPC)SED WHERE THERE IS NO N0 EXTERIOR CONDUIT WILL BE ACCEPTED UNLE-55 NOTED OTHERWISE. . UP-TO 2 IN. DRIVE SCREW NO. 16 x 2 IN. - O 5. MAIN DRAIN TO SAFE LOCATION . , 2 i/21p.i, 3 IN., 3 I/2 IN. LAG SCREW 3/8 IN. x 2 I/2 IN. � " ROUT C E r I .1={j { 0 `t' t- , �- 12. REMOVE ALL DE13RIS AT END OF EACH WORK DAY IN ORDER TO A55URE A CEILING. � ___..__ GLEAN AND WELL KEPT ENVIRONMENT FOR THE: STAFF. - 1 15. REFER TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF THERMO1,TAT5, AIR10-01 CONDITIONING UNITS,AND OTHER SPECIAL EQUIPMENT. ELECTRICAL CONTRACTOR IS 6. WORKING PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE AUTHORITY HAVING r F OCCUPAbtI�' F-+ O o 13. HVAG,PLUMBING AND ELEGTRIGA:L GONTRAuGTORS ARE RESPONSIBLE FOR Iq. FLEXIBLE DUCT5 AND GONNECT,'Xj SHALL NOT PASS THROUGH ANY WALL, FLOOR, RESPONSIBLE FOR THE INSTALLATION OF ALL CONDUITS, JUNCTION BOXES,P15CONNECIT JURISDICTION BEFORE ANY EQUIPMENT IS TO BE INSTALLED. DEVIATION FROM APPROVED 4111.,-� 11�1., b IN. LAG SCREW I/2 IN. x 3 IN. CEILING OR FIRE RATED ASSEMBLY, TGHES AND CONTROL AND POWER WIRING FOR THERMOSTATS. PLANS SHALL REQUIRE PE-RM15SION OF THE AUTHORITY HAVING JURISDICTION. Q 5WI . SIGN-OFF FROM BUILDING DE-PARTME:NT UPON COMPLETION O F JOB. � b INL• LAG 5GREW 5/8 IN. x 3 IN. Q -1 O Z O 20. FLEXIBLE DUCT(IO' LIMIT) 5HAL BE INSULATED TYPE AND RATED FOR 6 INCHES OF Iq.CONTRAGTOR SHALL BE RESPONSIBLE TO VERIFY THE AVAILABLE SHORT CIRCUIT 1.ALL WORK MUST BE DONE IN ACCORDANCE WITH THE APPROVED BLUEPRINTS,AS ISSUED �� I- � 14. CONTRACTOR SHALL LEVEL ALL FLOOR SURFACE-5 AND FLASH PATCH A5 POSITIVE, 1 1/4 INCHES OF NEGATI\c PRESSURE,AND 4000 FPM MAXIMUM VELOCITY AND a REQUIRED TO RECEIVE NEW SCHEDULED FINISH. 15. ALL WORK SHALL BE c�llp,Ll COMPLY WITH ALL REQUIRE1dT5 OF CITY,UL-I81,AND NFPA qOA AND q06. CURRENT AT THE SUPPLY TERMINALS FROM THE POWFJR COMPANY. IF L.ET TIHROUGH CURRENT BY THE FIRE MARSHAL. ALL OTHERS ARE NOT TO BE USED FOR ESTIMATING PURPOSE-S 1.1,J 11- 0- R GUARANTEED FOR A PERIOD OF OF ONE YEAR UNL.E55 OTHBRH15E NOTED. , ; AT SERVICE DISC.ONNEGT SWITCH IS GREATER THAN IOp00 AIL, CONTACT I�IGINIEER. ONLY. INDEX OF DRAWINGS �':�''��'�VIT. I' t�'°:s t��:� a � LU -1 - V_ a- ALL CONTRACTORS SHALL.SUBMIT THIS GUARANTEE IN WRITING WITH REQUEST FLEXIBLE DUCT SHALL BE GERTAII,3LD GERTAFLEX-25 OR APPROVED EQUAL _.__ 0 ('- Q SHALL BE OF FIRE RETARDLTIT THERMAFLEEX, OR FLEXMASTER 20.ALL EQUIPMENT IRE-NTIFIED AS OPfIONiAI MUST BE GOOIRDINIATED WITH CANSTRUGTION 8. IF THE OWNER AND/OR THE CONTRACTOR 13UIL05 THE SPRINKLER SYSTEM WITHOUT THE SHEET• DRAWING TITLE GAi E.•�-L l °.P.fi�`��'�;� 0 � }- FOR FINAL PAYMENT. Ib. ALL MATERIALS USED REPRESENTATIVE PRIOR TO BIDDING. FULL REVIi W OF THE FIRE MARSHAL AND BUILDING DEPARTMENT, THEN THE CONTRACTOR I - - i O M ��,% a/ Z • - QUALITY. 21. ALL INSULATION AND AGGE%0) E5 SHALL COMPLY WITH ALL REQUIREMENlTS OF ASTM AND/OR OWNER SHALL BEEGOME RE5PON51BLE TO COMPLY WITH ALL GOMMETITS AND/OR I - . ---- - ---' - ' ------ • AL �L E-84,NFPA 225,AND UL 123 AND FLAME SPREAD RATING SHALL NOT BE GREATER THAN 21. ALL LOCATIONS FOR REGEPTAGLES,TI=L.EPHONE OUTLETS,ETC.. SHALL BE GOORDINATEED OBJECTIONS MADE BY THE FIRE MARSHAL AND BUILDING DEPARTMENT AFTER GG','ER SHEET d NOTES . --- 0 25 AND SMOKE DEVELOPED NOT 10 EXCEED 50. _ r„-_^' NOTIFY l FY E l'Ii..D I'1' 7i.4 t v"I A7 [-� Z W N�75 WITH OWNER PRIOR TO INSTALLATION. CONSTRUCTION IS COMPLETED. Nc�'E5 ;yt�Cl�r�str crl� ___ �, -�c;:� ,,� "F 1 ) FOR T!;E (7� J - V 1- SHOE DRAW 2 __ � i tQc FOLLOW:IIN G iNISF :C T'Otti S: . �' O '� � � N O . G.G. TO PROVIDE SHOP DRAWING(1) SEPIA (2) B/W FOR APPROVAL PRIOR TO 22.THE GONITRAGTORS SHALL SUI=FLY FOR APPROVAL SIX(6) COPIES CS SHCx' DRAWINGS 22. ALL WIRING ALONG GMU WAILS SHALL BE SURFACE MOUNTED. GOORDIN�ATE WITH q. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL FOR A COMPLETE, FULLY • 3 PIulES 1. FOUNDhi iU'� 1"'v"v��? fiLOU(F1ED 0 � < O Cj .gyp FABRICATION ON ANY CUSTOM WORK. TO COMPLETELY IDENTIFY THE QUAJ1Y OF MATERIALS AND/OR EQUIPMENT INTENDED FOR ARCHITECT FOR LOCATION OF G.M.U.WALLS. AD.L15T1=D AND READY FOR USE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING. SPRINKLER G»r �`�i i ;�i';C"`.:i E --i (3 (N • INSTALLATION, HEADS AND PIPING IN ALL AREAS TO BE SUPPORTED AT FINISHED CEILING. ALL WALL t� SI t:: PLAN 2. ROUGH FRr, 14GIi (x FLUP.`D!NJ, F� f, 23.ALL CONDUCTORS SHALL BE COPPER TYPE THHN OR THWN, MINIMUM SIZE- SHALL BE #12 PENETRATIONS TO HAVE CHROME EUGHON5 PROPERLY SIZED. CEILING AND WALL DAMAGE - - '' ' ' •- � U) 23. THE SUBMI5510N OF A BID OR,PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE TO BE REPAIRED• +A�V Li $ CONTRACTOR HAS FAMILIARIZED 11M5ELF WITH THE PLANS AND E3UILDINIG 51TI=. CLAIMS �L�`' OTHERWISE NOTED. 4A KEG` PLAN 4. FG4AL - CO":'" r5U0TI0tJ MUST LL EL GUw1r1:.:i t FOR C.O. O g MADE SUBSEQUENT TO THE PROPO:AL FOR MATERIALS AND/OR LABOR DUE TO 24. ALL CONDUITS SHALL BE A MINIMUM OF I/2" DIAMETER UNLESS OTHE3RWISE NOTED. 10. INSTALLATION SHALL CONFORM TO NFPA 13,AND LOCAL AGENCIES HAVING 5 501T�f AND WE5T EXTERIOR ELEVATION5 - NO WORK O ' T DIFFIC.ULTIE-5 ETIGOUNTERED WILL PGT E3E RECOGNIZED UNILE55 THE DIFFICULTIES COULD NOT ][ JURISDICTION. Al I I lr �N S !� L.L MEET TH4: Z 0 HAVE BEEN FORESEEN EVEN THOLkH PROPER EXAMINATION HAD BEEN MADE. 25. ALL BRANCH GIRC:UIT CONDUITS IN SLAB SHALL. BE OF 3/4" DIAMETER F:IGID (7 NOki H ELEVATION AND DETAIL REQU, 1P.&,1EN T S OF TH{E CODES OF NEC, ' � II. THE INSTALLATION SIZING COMPONENTS,CLEARANCES,POSITION AND TYPE OF U 7 RESPONSIBLE FO n m 3 GALVANIZED STEEL WITH RIGID 6ALV.STEEL. FITTINGS. . 1 EA:f ELEVATION AND DETAIL O Q 24. ALL CONDENSATE LINES 5HALI.BE SLOPED MINIMUM I/8" PER LINEAR FOOT OF RUN. SPRINKLERS SHALL CONFORM TO CHAPTER 3 OF NFPA 13. DESIGN OR CON S7RUCTION E"tf?OR� � Q i g ALL DRAIN EXITS FROM A/C UNITS 5HALL INCLUDE A TRAP AND GLEAN-OUT PLUG. 26. CONTRACTOR MAY USE ARMORED GABLES WITH CU GROUND WIRES FOR,FINAL , ,& MAIL LEVEL FLOOR PLAN, DETAILS AND UPPER LEVEL FLOOR PLAN w SAFE DIG GONDETl5ATE DRAIN LINE 5HALL FE MOUNTED ON 4" X 4" WOOD BLOCKS. CONNECTIONS BETWEEN J-BOXE5 AND LIGHT FIXTURE-5 AND REGEPTAGLE5 IIN CONCEALED 12.'PIPE, FITTINGS,PIPE SCHEDULES, PROTECTION AGAINST FREEZING AND DAMAGE, GUARDS . CEILING AREAS AND IN WALLS. LENGTH OF ARMORED GABLES SHALL NOT 13E LONGER THAN AND SHIELDS SHALL CONFORM TO CHAPTER 3 OF NFPA 13. < CI UPPER LEVEL ENLARGED PLAN I STRUCTURAL PLAN PLUMt 3IP I^7 - 25. THE EQUIPMENT ROUGH-IN5 A5 9r 10WN ARE ACCURATE TO THE BEST O F OUR 6'. CHECK WITH LOCAL AUTHORITIES FOR THEIR APPROVAL. AND COMPLY IWITH THEIR - -- . ALL PLUN131 JG /ASTE Before 1(ou Dig, Drilll Or Blast. KNOWLEDGE. HOWEVER, IN SOME iNEiTANGEES THE OWNER OR SUPPLIER MAY 5(1B5TITUTE OR 13.;SPACING,LOCATION AND POSITION OF SPRINKLERS SHALL GONFCMM TO CHAPTER 4 OF I (5E . - REQUIREMENTS. IO GRc'S5 SECTION, EXTERIOR STAIR FOUNDATION PLAN DETAIL &WATER LI 4ES NEED J THE EQUIPMENT ITEM MAY VARY FFDM WHAT IS SHOWN. THEREFORE THE CONTRACTOR NFPA 13. . CALL US TOLL FREE 1-800-962-7962 SHALL VERIFY ALL CRITICAL DIM13610145 PRIOR TO CONSTRUCTION. FAILURE TO VERIFY TESTING BEFO iE COVERING.._ ' ' 21. ALL WIRING EXPOSED TO WEATHER SHALL BE IN RIGID 6ALV. ATE EL GO➢NDUITS WITH RIGID I I MAw LEVEL OCCUPANCY SEPARATION PLAN NY industrial code rule 753 requires no DIMENSIONS SHALL PLACE THE REEPON5IBILITY FOR ANY SUBSEQUENT RELOCATION GALV.STEEL NEMA-3R FITTINGS. 14 DRAINAGE O F NEW PIPING SHALL CONFORM TO CHAPTER 3 OF NFPA 13. . + less than two working days notice,but not DIRECTLY UPON THE CONTRACTOR. « 12 UPPER LEVEL OQ�GUPANGY SEPARATION PLAN RETAIN STO IM LATER RUNOFF 0 i more than ten days notice. 28. ALL UNDERGROUND WIRING SHALL BE IN SC.H.40 PVC, HEAVY WALL TYPE CONDUITS WITH 15. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT IRON U TYPE OR APPROVED 26. ALL FIREPLACES TO BE PROVIDED,WITH A DAMPER FOR Cx)TSIDE AIR, I50-200 GFM GREEN GROUND WIRE 5 BACK TO PANEL BOARDS EXCEPT AS NOTED OT}EF�IWISE ON AD.�TABLE HANGERS. HANGERS SHALL. BE OF THE TYPE APPROVED FOR USE WITH THE 13 UPP=R LEVEL ELECTRICAL PLAN(POl^�R LIG�h. 1n) PURSUANT 0 HAPTER 236 . FLUE TO HAVE TIGHT SEALED DAMPER, MAX AIR LEAKAGE = 20 GEM. DRAWINGS. PIPE INVOLVED. �t -• "�y .f.�i gi;:w.c OF THE TO N C DE. t 1 4 HANDICAP DETAILS �� .i�f�, �s . Rtfl . I I /� T. �� . I .- - I ' .,.,. - o f 141. I I I ._ I M . I I I . I o . 1 . : . I I I � 10 L . - ' . . . . . ' �. .. I . SPRINKLER NOTES CONTINUED: SCOPE OF SUBMITTA : 16. ALL SPRINKLERS SHALL BE OF AN APPROVED TYPE WITH PROPER TEMPERATURE RATING. THE WORK PROPOSED 15 GLA551FIED AS A ALTERATION - LEVEL 2 (SECTION 304) OF THE NEW 1YORK STATE E3UILING IT. A IGABIF SECTIONS OF ACCEPTANCE TESTS, -II OF NFPA I , ALL COMPLIED WITH. PPL S I 3 SHALL BE GODS 2007 ED ITION I8. GONTRAv1.OR SHALL BE RESPON5IBL - ' E FOR OBTAINING SIGN OFF FROM ALL A6ENGIC-5 t. . ! ; HAVING JURISDICTION AND SHALL NOTIFY SAME PRIOR TO ANY TESTING. THE SPACE TO BE RECONFIGURED EX115T5 A5 STORAGE a ;,• w. ° .4 , •� ". '�` � . ":" . , SPACE. THE PROPOSED USE IS LOOKER ROOM AND Iq. CONTRACTOR TO SUPPLY N _ SU L ALTERNATE PLAN FOR SIDE WALL MOUNTED SPRINKLERS IF ING A NG UDE S ADD 9. POSAL II L RESTROOM SPACE. T'H15 PRO ��'E } DESIRED. APPROVAL � C-5 0 IS REQUIRED AL BY OWNER ENGINEER 'S WEER AND LOCAL A HAVING mow L AL AGENCY V ADDITIONAL SET OF STAIRS AND E6RE55 DOOR FROM THE JURISDICTION. PROPOSED SP ACE TO OPEN SPACE. T y 7' 5 afar NOTE THAT THE NET CHANGE TO GLUE► MEMBERSHIP DOES NOT 20. HANGER SPAGING AND INSTALLATION SHALL CONFORM TO NFPA 13-3. GHAN6E NOR POE-5 THE NET AMOUNT OF LOOKERS WITHIN THE FACILITY. 21. ALL SPRINKLER HEADS TO BE MANUFACTURED BY YIKIN6'OR APPROVED EQUAL. SEE SHEET 12 FOR GODS ANALYSIS. 22. NEW WATER SUPPLY TO BE INSTALLED PER SGWA STANDARDS AND SUBJECT TO LOCAL APPROVAL. a 4 GENERAL ELECTRICAL NOTES I. THE EQUIPMENT ROUGH-IN5 AS SHOWN ARE ACCURATE TO THE BEST OF (OUR KNOWLEDGE. 2q. ALL WIRING SHALL BE IN EMT RIGID GALV. STEEL. OR PVG CONDUITS AS NOTED HERE GENERAL NOTES GENERAL MECHANICAL NOTES HOWEVER, IN SOME INSTANCES THE OWNER OR SUPPLIER MAY 9U55TITUTE OR THE EQUIPMENT EXCEPT NOTED IN NOTE - 26. MINIMUM BOLT OR LAG SGREN 51ZE5 FOR MAY VARY FROM WHAT 15 SHOWN. THEREFORE,THE CONTRACTOR SHALL`VERIFY ALL SIDE OF BEAM INSTALLATION 1. GENERAL GONTRAGTOR SHALL V151T THE 511rE AND VERIFY ALL JOB I. MECHANICAL (HEATING,VENTILATING ,AIR CONDITIONING AND PLUMBING C4NTRAGTOR5 CRITICAL DIMEN510N5 WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE 30. ALL ELECTRICAL INSTALLATIONS SHALL BE AS PER LATEST NEC AND LOCAL GODE5. CONDITIONS,DIMENSIONS AND DETAILS PRIOR,TO CONSTRUCTION. THE SHALL COORDINATE ALL DUGTWORK, PIPING,AIR DISTRIBUTION DEVICES AND OTHER CONTRACTOR TO VERIFY TH05E DIMENSIONS SHALL PLACE THE RE5PON511BILITY FOR ANY LENGTH OF LAS SCREW ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS WHICH MECHANICAL AND PLUMBING WORK WITH OTHER BUILDING TRADES SUCH AS ARCHITECTURAL, SUBSEQUENT RELOCATION DIRECTLY UPON THE CONTRACTOR 31. ALL GONDUIT5 SHALL BE TESTED WITH A "NEGGER" TESTER TO DETERMINE THAT ALL PIPE SIZE SIZE OF 130L.T OR LA6 SCREW. Lbw W/ WOOD IDEMg WOULD INTERFERE WITH THE SATISFACTORY GcOMPLETION OF THE WORK, ELECTRICAL, PLUMBING,AND BOLDING STRUCTURE TO AVOID CONFLICTS AND DELAYS. SYSTEMS ARE FREE OF SHORTS AND PHASE CONDUCTORS ARE NOT GROUNDED. PRIOR TO THE START OF C.ON5TRUGTION- 2• ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE N.E.G. AND UP TO AND INCLUDING 2 IN. 3/& IN. 2 112 IN. 2. ALL DUCT CONNECTIONS TO ALL AIR MOVING EQUIPMENT SHALL BE MADE WITH STATE AND LOCAL GODE5 AS THEY APPLY. 32. E.G.MAY COMBINE FIECTRIGAL CIRCUITS PER LATEST NEC. THE CIRCUITS SHALL NOT 2. INTERIOR FIN15H SHALL BE CLASS A PER CHHAPTER 8. ASBESTOS FREE FLEXIBLE CONNECTIONS. BE LOADED BEYOND THE PERMITTED GAPAGITY ALLOWED BY THE LATEST NEG AND 2 1/2 IN. TO 6 IN. (INGLU5IVE) 1/2 IN. 3 IN. 3. 5TARTER5 AND RELATED WIRING SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR LOCAL CODES. 3.CONGEALED 5PACE5 WITHIN WALL,GEILING, PARTITION,FLOOR, STAIR, 3. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE 51ZE AND M516N AND OVERLOAD UNITS SHALL BE INSTALLED AS PER GIVEN NAME PLATE DATA ON EQUIPMENT. & IN. 5/8 3 IN. ATTIC OR CORNICE CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT THE TYPE OF MECHANICAL 5Y5r516 THAT WILL BE USED IN SUFFICIENT DETAIL AS EXCEPT FOR SUCH ITEMS AS ARE NORMALLY SUPPLIED WITH STARTERS INSTALLED AT THEIR 33. ALL EXIT LIGHTS AND NIGHT LIGHTS MUST NOT BE SWITCHED. OPENINGS SHALL BE FIRE-STOPPED IN AGGMPANGE WITH CHAPTER 1. REQUIRED BY THE BUILDING DEPARTMENT. POINT OF MANFUGTURE,ALL 5TARTER5 SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL GONTRAGTOR THE ELECTRICAL CONTRACTOR SHALL MOUNT ALL SUCH 34. E.G. SHALL COORDINATE ALL HI5 WORK WITH OTHER BUILDING TRADES TO AVOID SPRINKLER HEADS N5URANGE/PERM 1 T5 4• THE ROOM THERM05TAT5 5HALL BE INSTALLED AT SAME ELEVATION AS LIGHT STARTERS AS DIRECTED;AND SHALL FURNISH SUPPORTING STRUCTURES WHHERE NECESSARY. CONFLICTS AND DELAYS. E.G.SHALL ALSO REFER TO MECHANICAL,ARCHITECTURAL,AND SWITCHES. PLUMBING DRAWINGS AND SPECIFICATIONS FOR HIS PART OF WORK AND FOR EXALT TEMPERATURE RATINGS, GLASSIFIGATION5, GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE 4. ALL FEES ASSOCIATED WITH CONSTRUCTION AND IN5PE(TION SHALL BE BORNE BY THE LOCATIONS OF ALL EQUIPMENT PROVIDED BY THEM AND PROVIDE POWER AND FINAL AND COLOR GODI NC5 COVERAGE: PUBLIC LIABILITY, PROPERTY DAIMAGE, AUTOMOBILE LIABILITY, 5. ALL REFRIGERANT SUCTION LINES AND CONDENSATE DRAIN LINES, INSIDE THE BUILDING, CONTRACTOR IN ORDER TO DELIVER TO THE OWNER A FINISHED BUILDING READY FOR CONNECTIONS AS REQUIRED. WORKMAN'S COMPENSATION, ETC., IN AMOUNTS, AS SPECIFIED BY THE LOCAL SHALL BE INSULATED WITH FIBERGLASS INSULATION JOHNS MANVILL.E MICRE LOK 650 OR OCCUPANCY AND 100%OPERATIONAL. GEIL NG TEMPERATURE TEMPERATURE COLOR BULBS DEPARTMENT OF BUILDINGS AND LANDLORD, GENERAL CONTRACTOR SHALL APPROVED EQUAL. OUTDOOR SUCTION LINE SHALL BE INSULATED WITH JOHNS MANVILLE 35. ALL DISCONNECT SWITCHES SHALL BE SQUARE - D OR APPROVED EQUAL BY 6.E. OR TEMP. RATING CL.A551FICATION CODE COLORS OBTAIN AND PAY FOR ALL REQUIRED PERMIT'S, PRIOR TO COMMENCING ANY AEROTUBE FOAMED PLASTIC, INSULATION. 5. TWO (2) COPIES OF OPERATION AND MAINTENANCE MANUALS FOR EQUIIP ENT HEREIN WESTINGHOUSE. WORK. INSTALLED SHALL BE GIVEN TO THE OWNER PRIOR TO ACCEPTANCE OF THE BUILDING FOR OF °G Of: °C 1) CODES Pipe 51Ze5 Insulation OCCUPANCY. 36. ALL FUSES SHALL BE BU95MAN DUAL ELEMENT TIME DELAY FUSES UNLESS NOTED UNCOLORED ORANGE a m Thickness OTHERWISE. 6. ALL PANELBOAPDS AND DISCONNECT SWITCHIE5 SHALL BE LABELED WIITH RESPECT TO 100 38 155-170 57-77 ORDINARY OR BLACK OR RED ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, 6a YELLOW (LATEST EDITION), AND SHALL BE SUBJECT TO) INSPECTION AND APPROVAL BY • Suction Lines. . . . . . . . . . I THEIR TITLE,VOLTAGE,AMPS AND PHASE: I.E. "PANEL A" 120/208/3PH,4W,I(G'0 AMP LABEL 37. A DEDICATED REGEPTAGLE SERVED BY A 20 AMP GIRUJIT SHALL BE RATED FOR 20 I50 66 175-225 7q-107 INTERMEDIATE WHITE OR (SRREN ALL AUTHORITIES HAVING JURISDICTION. �T�• N Condensate .�raln.Liraea . . I/211 SHALL BE PHENOLIC PLASTIC WITH WHITE LETTERS AND BLACK BAGKGROUJND. LABELS SHALL AMP. 6. ALL DUCTWORK SHALL BE FABRICATED OF GALVANIZED STEEL SHEETS. THEY SHALL BE PERMANENTLY FIXED TO EQUIPMENT. 225 107 250-300 121-14q HIGH BLUE BLUE a (Y - 38. ALL EQUIPMENT GROUND WIRES SHALL 8E COPPER AND SIZED AS PER LATEST NEC, C-> N RAL NOTES FABRICATED AND INSTALLED AS PER LATEST SMAGNA STANDARDS MLE55 SHOWN OR 1. PANELBOARD5 SHALL CONTAIN A TYPEWRITTEN DIREGTORY WITH A PUA5TIG COVER ART. 250-q5. 300 14q 325-375 163-ICI EXTRA HIGH RED PURPLE � 13 � NOTED OTHERWISE. ALL TRAN5VCR5E JOINTS SHALL BE POCKET LOOKS. ALL AFFIXED TO THE INSIDE DOOR TO BE SCALED;DIMENI510N5 TO GOVERN. PROJECT LONGITUDINAL JOINTS SHALL BE PITTSBURGH LOCKS. ALL INTERNAL AND EXTERNAL DUCT 31. IT SHALL BE CONTRACTOR'S RE•5PON51BILITIE5 TO FURNISH AND INSTALL ALL 375 Iql 400-415 204-236 VERY EXTRA HIGH GREEN BLACK W m x I. DRAWINGS ARE NOT L INSULATION SHALL BE APPLIED A.S PER LATEST 5MACNA STANDARDS. g• CONTRACTOR SHALL SUBMIT SIX(b) OF SHOP DRAWINGS TO THE ARCHIITECT/ENGINEER MECHANICAL AND El ECTRIGAL ALL INSTALLATIONS SHALL SYSTEMS PER PLANS. A INSTAATIONS SHA BE I < COORDINATOR SHALL BE NOTIFIED OF ANY D>ISGREPANGIES. FOR APPROVAL FOR ALL EQUIPMENT AND PIEVICES INSTALLED. CARRIED OUT SAFELY AND PROPERLY WITHOUT ANY INJURY TO THEIR EMPLOYEES. ALL 4-15 246 500-575 260-246 UL-TRA HIGH ORANGE BLACK X Z ?. ALL INSULATION AMC) ACCE551-nI E5, EXCEPT AEROTUBE,SHALL COMPLY WITH ALL WORK SHALL BE DONE IN FULL COMPLIANCE WITH ALL REQUIREMENTS OF LOCAL CODE-5, � 0 O SPECIAL CARE SHALL TI TAKEN V MENTSASSURE MINIMUM DISRUPTION OF ALL REQUIREMENTS OF A5TM E-M, NFPA 225 AND RA 123 AND FLAME SPREAD RATING SHALL q• ANY DEVIATION FROM PLANS WITHOUT PRIOR APPROVAL OF THE ARCH41TECT 51L,',LL BE OSHA, AND NEC. THE OWNER,ARCHITECT,OR CONSULTING ENGINEERS WILL NOT BE HELD 625 320 650 543 ULTRA HIGH ORANGE BLACK OCCUPIED PREMISES,EXISTING IMPROVEMENTS AND UTILITIES. NOT BE GREATER THAN 25 AND SMOKE DEVELOPED NOT TO EXCEED 50. CAUSE FOR THE REJECTION OF MATERIALS AND/OR METHODS,AND ANY C 05T INCURRED TO RE5PON51BL.E FOR ANY INJURY TO CONTRACTOR'S EMPLOYEES OR VENOOR5 $ECAU5E � � S US 3. GENERAL CONTRACTOR SHALL PROTECT ITE SAFETY OF THE GENERAL CORRECT SUCH DEVIATION TO THE SAT15FAGTION OF THE A/E 5HIALL BE WRNE BY THE OF POOR INSTALLATION PRACTICE5 AND SAFETY NEGLIGENGE5. 8. ALL REFRIGERANT ZINC-5 SHA..i BE PROPERLY SUPPORTED. Lu d) PUBLIC BY ERECTING ALL. REQUIRED BARRICADES TO PERMIT SAFE PA55AC-E CONTRACTOR 50REN DIMENSIONS FOR DURING GONSTRUGTION. ,;; �. ,� 40. EXTRA SAFETY PRE-CAUTIONS MUST BE TAKEN WHILE WORKING NEAR OR WITH THE � q. ALL AIR SYSTEMS SHALL B. .:.EANED AFTER INSTALLATION AND SHALL BE PROPERLY G�.:I L I NO FLANC ES AND U-HOOK5 BALANCED USING PROPERLY G. `'KRATED BALANCING DEVICES. TYPEWRITTEN BALANCING 10.ANY G05T5 INCURRED DUE TO THE LACK OF COOPERATION AMONG TRIODES SHALL BE LIVE-ELECTRICALLY ENERGIZED) COMPONENTS OR NEW SWITCHBOARDS, PANEL BOARDS, r Q 4. NO MATERIAL SUBSTITUTION SHALL BE MAIDE WITHOUT FIRST INFORMING THE BORNE THE CONTRACTORS. EQUIPMENTS DISCONNECT SWITCHES, STARTERS, AND OTHER SIMILAR FIEGTRIGAL ENGINEER. SUBMIT SUBSTI'R1TE MATERIAL SPE(GIFIGATIONS AND SAMPLES FOR REPORTS SHALL BE SUBMITTED �<r THE ARCHITECT. EQUIPMENTS IN THE BUILDING OR ON THE SITE. F��,��l1E T1"10 SCREW GEILING FLATJ6E5 - APPROVAL, IN WRITING TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 10. AFTER INSTALLATION, C THE ACTOR HAS OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE TWAT THE -C 2 IN. WOOD SGREN NO. 18 x 1 1/2 ALL REFRIGERANT 5Y5TLM5 SHALL BE GLEANED AND CHARGED UP '� WITH REFRIGERANT AND LUBRIG�5 'JN OIL.,AND SHALL BE PUT IN SATISFACTORILY CONTRACTOR HA5 FAMILIARIZED HIMSELF WITH TFE PLANS AND BUILDING SITE. CLAIMS 41. CHECK ALL MAGNETIC MOTOR STARTERS FOR PROPER SIZE OVERLOAD RELAYS. OR .. 5. ALL MATERIALS ARE TO BE NEW AS SPECIFIED PER CONSTRUCTION OPERATION CONDITIONS. MADE SUBSEQUENT TO THE PROP05AL FOR MATERIALS AND LABOR, BECA I)SE OF LAO 50REW 5/I6 IN. x I I/2 IN. DOCUMENTS. ANY USED FIXTURES OR USED MAATERAAL5 ARE NOT ACCEPTABLE DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 42. THE ELECTRICAL CONTRACTOR SHALL APPLY AND OBTAIN ALL REQUIRED PERMITTS r�., w LU EXCEPT AS NOTED. II. REFRIGERANT LINE';,Si HALL BE TYPE - L COPPER TUBING WITH SWEAT-TYPE WROUGHT AS REQUIRED BY LOCAL AUTHORITIES HAVING JURI50I6TIONS.HE SHALL PROVIDE C05T P!Fw- SIZE THREE SCREW CEILING FLAN6E5 COPPER FITTINGS 12. TRADE NAMES ARE 61VEN TO CLARIFY TYPE OF PRODUCT AND QUALITY DESIRED. ESTIMATES WHEN REQUIRED BY LOCAL AUTHORITIES. 6. eiENERAL CONTRACTOR SHALL COORDINATE HI5 WORK WITH THE WORK OF SUBSTITUTIONS MAY BE MADE PENDING APPROVAL OF THE A/E, UNLESS OTHHER WI5E NOTED. UP TO 2 IN. WOOD 50REN NO. 18 x 1 1/2 IN. ALL OTHER CONTRACTORS, AND BUILDING MANAGEMENT. 12. MECHANICAL AND PLUMBING CONTRACTORS SHALL APPLY FOR ALL REQUIRED PERMITS. 43. ALL ELGTRIGAL CONDUITS IN EQUIPMENT WASH BAY SHALL BE 5GH 40 HEAVY WALL, ENGINEER: 13.CONTRA(TOR5 SHALL VERIFY SERVICE VOLTAGE WITH UTILITY COMPANY AND REV15E TYPE II WITH WATER TIGHT NEMA-3R FITTINGS.WHERE PVC CONDUITS ARE NOT THEY SHALL PAY FOR ALL PERMIT FEES AND OTHER ASSOCIATED CHARGES. THE 2 1/2 IN., 3 IN. 3 1/2 IN. LAG 5GREW 3/& IN. x 2 IN. e I T. GENERAL CONTRACTOR SHALL MAKE GOOD AT HIS OWN EXPENSE FOR C,ONTRAGTORS SHALL ALSO PROVIDE ALL REQUIRED COST ESTIMATES TO CITY AND TO SERVICE AND BALANCE LOAD AS REQUIRED. IF CONTRACTOR IS NOT QUALIFIED TO REVISE ACCEPTABLE BY LOCAL AUTHORITIES HAVING JURISDICTIONS, THE CONDUITS SHALL BE � �j�� C-L.A55 BROKEN DURING CONSTRUCTION. REA50NABL.E CARE SHALL BE TAKEN i DETERMINE SERVICE, CONTACT OWNER. RIGID GALVANIZED STEEL (RG5) WITH NEMA-3R-RG5 FITTINGS. TO 4 IN., 5 IN., 6 IN. LAG 5GREW I/2 IN. x 2 IN. TO PROTECT ALL AREAS TO REMAIN AS 19. LOGO- AUTHORITIES PERMIT FEES, IF REQUIRED. 14. ALL REMOTE EQUIPMENT ON ROOF OR GROUNDS SHALL HAVE A DI5GONyNECT SWITCH AT 44.CONTRACTOR TO COORDINATE ELECTRICAL WORK WITH ELEVATOR SUPPLIER FOR 13. THE CONDENSATE DRAIN LINES SHALL BE OF SOH.40 PVC. � eft mow. � 5 IN. LAG SCREW 5/8 IN. x 2 IN. _ s;.t.,-� �w 8. UPON COMPLETING OF ALL WORK BY G.G. AND OTHERS,GENERAL EACH PIECE OF EQUIPMENT. COMPLETE JOB• G s t t-c s , a I ii t CONTRACTOR SHALL GLEAN ENTIRE AREA INCLUDING GLASS,MIRROR, INTERIOR 14. EXACT LOCATIONS OF ALL CEILING GRILLES AND DIFFUSERS SHALL BE FIELD PIPE SIZE FOUR SCREW GEILIN6 FLANGES4, c 4, AND EXTERIOR WINDOWS,VINYL BASE, FLOORING, CARPETING AND ALL OTHER COORDINATED WITH LIGHT FIXTURES. 15. ALL EXTERIOR RECEPTACLES, JUNCTION BOXE5, AND EQUIPMENT SHALL, BE A �, FINISHED SURFACES. WEATHERPROOF. UP TO 2 IN. WOOD 5GREW NO. IS x 1 1/2 IN. ,« 0;�3 4)1 SPRINKLER NOTES: EXTERNAL DU 15. ALL RIGID ROMCTWORK SHALL BE EXTERNALLY INSULATED WITH 1 1/2' THICK 7 R�' q. ALL WINDOWS TO BE GLEANED AND ANY PAINT OR RL-SIDUE ON THE GLASS INSULATION. THE INSULATION SHALL BE JOHNS MANYILLE SERIES R MIGROLITE I6. IT SHALL BE THUS CONTRACTORS RESPONSIBILITY, PRIOR TO ANY INDIWIDUAL CIRCUIT'S " INSTALLATION, TO VERIFY WITH ALL OTHER TRADES GONGERNED THAT THE: CIRCUIT WITH 2 1/2 IN., 3 IN., 3 1/2 IN. LAG 50REN 3/8 IN. x 1 1/2 IN. TO BE REMOVED. FIBERGLASS DUCT WRAP WITH KRAFT-SCRIM-FOIL VAPOR BARRIER JACKET. DEVICES A5 DRAWN 15 ADEQUATE IN 51ZE AND MAKE-UP FOR THE MELHA ICAL EQUIPMENT TO I. ALL PIPING,FITTINGS d INSTALLATION TO COMPLY WITH THE N.Y.F.IRD. JEFFREY T. BUTLER, P.E. 10. ALL MATERIALS WILL BE INSPECTED AND jALL DEFECTS AND WHERE METAL DUCTS PASS THROUGH ANT FIRE RATED ASSEMBLY, , BE INSTALLED. IF ANY GONFLIGT IN VOLTAGE, PHASE , OR LOAD 15 ENGOINUNTERED THAT 4 IN., 5 IN., 6 IN. LAG 5GREW 1/2 IN. x 2 IN. 2. ALL EQUIPMENT TO BE APPROVED TYPE (RELIABLE) IRREGULARITIES IN MATERIALS AND COLOR WATCHES OR OTHER 5PEGIAL U.L. LISTED FIRE WOULD ALTER THE CIRCUIT SIZE, THIS GONTRAGTOR SHALL NOTIFY THE EN(�GINEER AND/OR 8 IN. LAG 5GREW 5/8 IN. x 2 IN. DAMPERS SHALL BE PROPERLY INSTALLED. SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHALL BE BROUGHT OWNER IMMEDIATELY. FAILURE TO VERIFY THESE REQUIREMENTS SHALL PL'IAGE THE -I TO THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO RE5PON515ILITY FOR ANY SUBSEQUENT CIRCUIT CHANGE DIRECTLY UPON T111E CONTRACTOR. 3. SYSTEM TO HAVE A MINIMUM OF 20 P.5.1. AT TOP LINE WITH 850 G.P.M. FLOWING. O O 1-1.ALL CEILING SUPPLY AIR DIFFUSERS SHALL HAVE FOUR-WAY THROWS UNLE55 SHOWN PIPE SIZE IU-HOOKS m INSTALLATION. 11. ALL MANUFACTURER'S IN5TRWOTION5 SHALL BE FOLLOWED OTHERWISE H F- R7. ALL EXTERIOR CONDUIT FOR WIRING SHOULD BE MINIMIZED BY ROUTING IN GEILING SPACE. 4. MEN COMPLETED SYSTEM TO BE TESTED AT 200 P.S.I. FOR TWO HOURS � O COMPLETELY. NO EXTERIOR CONDUIT WILL BE ACCEPTED UNLESS NOTED OTHERWISE. UP TO 2 IN. DRIVE 5GREW NO. 16 x 2 IN. v 12.REMOVE ALL DEBRIS ,AT END OF EACH WORK DAY IN ORDER TO ASSURE A 0. ALL DUCTWORK SHALL BE INSTALLED IN BAYS, AND EXPOSED WHERE THERE 15 NO 5. MAIN DRAIN TO SAFE LOCATION. }- CEILING. 2 1/2 IN. 3 IN. 3 1/2 IN. LAG 5GREW 3/8 IN. x 2 1/2 IN. C) GLEAN AND WELL KEPT ENVIRONMENT FOR THE STAFF. lb. REFER TO THE MECHANICAL DRAWINGS FOR THE LOCATION OF THERMOSTATS, AIR I0-A U- CO CONDITIONING UNITS AND OTHER SPECIAL EQUIPMENT. ELECTRICAL GONTRZAGTOR IS 6. WORKING PLANS SHALL BE SUBMITTED FOR APPROVAL TO THE AUTHORITY HAVING (-� O Iq. FLEXIBLE DUCTS AND CONNECTORS SHALL NOT PASS THROUGH ANY WALL, FLOOR, JURISDICTION BEFORE ANY EQUIPMENT 15 TO BE INSTALLED. DEVIATION FROM APPROVED 4 IN., 5 IN., 6 IN. LAG 5GREW I/2 IN. x 3 IN. Q Z m LU 13. HVAG,PL.lJr1BING AND ELECTRICAL CONTRACTORS ARE RE5PON51BL.E FOR CEILING OR FIRE RATED ASSEMBLY. RESPONSIBLE FOR THE INSTALLATION OF ALL CONDUITS, JUNCTION BOXES„ DISCONNECT SIGN-OFF FROM BUILDING DEPARTMENT UPON GOMPLETION OF JOB. SWITCHES,AND CONTROL AND POWER WIRING FOR THERM05TAT5. FLANS SHALL REQUIRE PERMISSION OF THE AUTHORITY HAVING JURISDICTION. 8 IN. LAG SCREW 5/8 IN. x 3 IN. Q 20. FLEXIBLE DUCT 10' LIMIT SHALL BE INSULATED TYPE AND RATED FOR 6 INCHES OF ISSUED Z 14.CONTRACTOR SHALL LEVEL ALL FLOOR SNJRFAGES AND FLASH PATCH AS ( ) Iq.CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE AVAILABLE SHCCRT CIRCUIT T. ALL WORK MUST BE DONE IN ACCORDANCE WITH THE APPROVED BLUEPRINTS,AS 5U � I- � � REQUIRED TO RECEIVE NEW SCHEDULED FINISH. 15. ALL WORK SHALL BE POSITIVE, 1 1/4 INCHES OF NEGATE PRESSURE,AND 4000 FPM MAXIMUM VELOCITY AND CURRENT AT THE SUPPLY TERMINALS FROM THE POWER COMPANY. IF L.ET'THROUGH CURRENT BY THE FIRE MARSHAL. ALL OTHERS ARE NOT TO BE USED FOR ESTIMATING PURPOSES �- < GUARANTEED FOR A PERIOD OF OF ONE (YEAR UNLESS OTHERWISE NOTED. `-HALL COMPLY WITH ALL REQUIREMENTS OF CITY,UL-151,AND NFPA CIOA AND CIOB. AT SERVICE DISCONNECT SWITCH 15 GREATER THAN 10,000 AIL, GONTAGTr ENGINEER. ONLY. _ EL ALL CONTRACTORS SHALL SUBMIT THI5 6UAR:ANTEE IN WRITING WITH REQUEST FLEXIBLE DUCT SHALL M GERTAiNTEED GERTAFLFJC-25 OR APPROVED EQUAL FOR FINAL PAYMENT. 16. ALL MATERIALS USED SHALL BE OF FIRE RETARDENT THERMAFLEX, OR FLEXMASTER 20.ALL EQUIPMENT IDENTIFIED AS OPTIONAL MUST BE COORDINATED WITHH CONSTRUCTION 8. IF THE OWNER AND/OR THE CONTRACTOR BUILDS THE SPRINKLER SYSTEM WITHOUT THE INDEX OF DRAWIN(% Q )- Q QUALITY. REPRESENTATIVE PRIOR TO BIDDING. FULL REVIEW OF THE FIRE MARSHAL AND BUILDING DEPARTMENT, THEN THE CONTRACTOR a/ Z 21. ALL INSULATION AND ACCE5..aORIE5 5HALL COMPLY WITH ALL REQUIREMENTS OF ASTM AND/OR OWNER SHALL BECOME RESPONSIBLE TO COMPLY WITH ALL COMMENTS AND/OR v- E-&4,NFPA 225, AND UL-123 AND FLAME SPREAD RATING SHALL NOT BE GREATER THAN SHEET DRAWING TITLE J �jI-}QP DRAWINC7�j 25 AND SMOKE DEVELOPED NOT TO EXCEED 50. 21. ALL LOCATION5 FOR RECEPTACLE-5, TELEPHONE OUTLETS,ETC,.. SHALL I BE COORDINATED OBJEGTION5 MADE BY THE FIRE MARSHAL AND 1UILDINS DEPARTMENT AFTER WITH OWNER PRIOR TO INSTALLATION. CONSTRUCTION 15 COMPLETED. W } J LU N r I COVER SHEET I NOTE-5 � J O G.G. TO PROVIDE SHOP DRAWING (I) SEPIA (2) B/W FOR APPROVAL PRIOR TO 22 THE CONTRACTORS SHALL SUPPLY FOR APPROVAL SIX(6) COPIES OF SHOP DRAWINGS FABRICATION ON ANY CUSTOM WORK. I 22. ALL WIRING ALONG CM WALLS SHALL BE SURFACE MOUNTED. GOORDI INATE WITH q. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL FOR A COMPLETE, FULLY 2 NOTES O O L j J Q d z TO COMPLETELY IDENTIFY THE QUALITY OF MATERIALS AND/OR EQUIPMENT INTENDED FOR ARCHITECT FOR LOGAT10N OF G.M.U. WALLS. ADJUSTED AND READY FOR USE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING. SPRINKLER LL N INSTALLATION. HEADS AND PIPING IN ALL AREAS TO BE SUPPORTED AT FINISHED CEILING. ALL WALL LL 3 NO E, E"i rTj- - 23. ALL CONDUCTORS SHALL BE COPPER TYPE THHN OR THINN,MINIMUM 51WE SHALL BE #12 PENETRATIONS TO HAVE CHROME EUCHON5 PROPERLY SIZED. CEILING AND WALL DAMAGE o 23. THE SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE UNLE55 OTHERWISE NOTED. TO BE REPAIRED. 4 SITE PLAN O CONTRACTOR HAS FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND/OR LABOR DUE TO 24. ALL CONDUITS SHALL BE A MINIMUM OF 1/2" DIAMETER UNLESS OTHERM15E NOTED. 10. INSTALLATION SHALL CONFORM TO NFPA 13,AND LOCAL AGENCIES HAVING 5 5OUTH AND WE5T EXTERIOR ELEVATION5 - NO WORK O DIFFICULTIE5 ENCOUNTERED WILL NOT BE RECOGNIZED UNLE55 THE DIFFIGULTIE5 COULD NOT If JURISDICTION. Z W HAVE BEEN FORESEEN EVEN TWjv3H PROPER EXAMINATION HAD BEEN MADE. " 6 NORTH ELEVATION AND DETAIL R- 25. ALL BRANCH CIRCUIT CONDUITS IN SLAB SHALL BE OF 3/4 DIAMETER',RIGID Z m 11.THE INSTALLATION,SIZING,GOMPONENT5,CLEARANCES,P051TION AND TYPE OF n � < GALVANIZED STEEL WITH RIGID GALV.STEEL FITTINGS. • 24. ALL CONDENSATE LINES 5HAi-L BE SLOPED MINIMUM I/8" PER LINEAR FOOT OF RUN. SPRINKLERS SHALL CONFORM TO CHAPTER 3 OF NFPA 13. -7 EAST ELEVATION AND DETAIL O o 7 o DIG AL DRAIN EXITS FROM A/C, UNITS SHALL INCLUDE A TRAP AND GLEAN-OUT PL.1UG. 26. CONTRACTOR MAY USE ARMORED GABLES WITH GROUND WIRES FOR FINAL S MAIN LEVEL FLOOR PLAN, DETAILS AND UPPER LEVEL FLOOR PLAN ISAFE- CONDENSATE DRAIN LINE SHALL 13E MOUNTED ON 4"X 4" WOOD BLOCK5. CONNECTIONS BETWEEN J-BOXES AND LIGHT FIXTURES AND RECEPTACLESi IN CONGEALED 12. PIPE, FITTINGS,PIPE 56HEOULE5, PROTECTION AGAINST FREEZING AND DAMAGE, GUARDS CEILING AREAS AND IN WALLS. LENGTH OF ARMORED CABLES SHALL NOT' BE LONGER THAN AND SHIELDS SHALL CONFORM TO CHAPTER 3 OF NFPA 13. q UPPER LEVEL ENLARGED PLAN a 5TRUCTURAL PLAN Before You Dig Drilll Or Blast! 25. THE EQUIPMENT ROUGH-IN5 A5 SHOWN ARE ACCURATE TO THE BEST OF OUR 6'. CHECK WITH LOCAL AUTHORITIES FOR THEIR APPROVAL. AND GOM'LY(WITH THEIR KNOWLEDGE. HOI-E1/ER, IN SOME INSTANCES THE OWNER OR SUPPLIER MAY SUBSTITUTE OR REQUIREMENTS 13. 5PACING,LOCATION,AND P051TION OF SPRINKLERS SHALL CONFORM TO CHAPTER 4 OF IO CROSS SECTION, EXTERIOR STAIR FOUNDATION PLAN I DETAIL E : THE EQUIPMENT ITEM MAY VARY FROM WHAT 15 SHOWN. THEREFORE THE CONTRACTOR NFPA 13. ® CALL US TOLL FREE 1-800-962-7962 SHALL VERIFY ALL CRITICAL DIMENSIONS PRIOR TO CONSTRUCTION. FAILURE TO VERIFY 21• ALL WIRING EXPOSED TO WEATHER SHALL BE IN RI610 6ALV. STEEL 64NOUIT5 WITH RIGID I I MAIN LEVEL OCCUPANGY SEPARATION PLAN NY industrial code rtvle 753 requires no DIMENNON5 SHALL PLACE THE RE5PON51BILITY FOR ANY 5UB5EQUENT RELOCATION GALV.STEEL NEMA-3R FITTINGS. 14.DRAINAGE OF NEW PIPING SHALL CONFORM TO CHAPTER 3 OF NFPA 13. less than two workimg days notice,but not DIRECTLY UPON THE CONTRACTOR. I2 UPPER LEVEL OGGUPANGY SEPARATION PLAN more than ten days;notice. 25. ALL UNDERGROUND WIRING SHALL BE IN 56H. 40 PVC, HEAVY WALL TWPE CONDUITS WITH 15. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT IRON U TYPE OR APPROVED UPPER LEVEL ELECTRICAL PLAN (POWER LIGHTING) 26. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE AIRY 150-200 GFM GREEN GROUND WIRES BACK TO PANEL BOARDS EXCEPT AS NOTED OTHEERN15E ON ADJUSTABLE HANGERS. HANGERS SHALL BE OF THE TYPE APPROVED FOR USE WITH THE 13 UPPER FLUE TO HAVE TIGHT SEALED DAMPER: MAX AIR LEAKAGE = 20 CFM. DRAWINGS. PIPE INVOLVED. Of 15 SECTION 01010 - SUMMARY OF TIHE WORK SECTION 02050 - SITE DEMOLITION SECTION 03200 - CONCRETE REINFORCEMENT C. FINISHING: I. TYPICAL EXP05ED FORM FINISHES: C•OWERVON OF EXISTING ATTIC: SPACE TO MEMBER LOCKER ROOM 5PACE N/ TOILET A. GENERAL: Necessity to be determined from the Contract Documents A. MINIMUM COMPLIANCE 5TANDAR05: The following Documents a. Fill honeycomb, bvbbfe5, holes, and knock off fins. ROOM,SHOWERS AND NEW INTERIOR AND EXTERIOR STAIRS. MODIFY FIRE and examination of the site. Include preparation for the Work and govern the Work except where more restrictive requirements are b. Remove evidence of misaligned forms by chipping away and PROTECTION EQUIPMENT. p g patching. protection of existing Work. specified: P g• I. Specifications for Structural Concrete in Buildings, A6I-301. C. True up corners and surfaces. B. DEMOLITION: 2. Manual of Standard Practice for Detailing Reinforced Concrete 2. FINISHES FOR TYPICAL CONCRETE FLATHORK: Provide a steel SECTION 01070 - DEFINITIONS I. PREPARATION- Structures, A6I-315. troweled finish. Maximum surface irregularity shall be 1/I6 inch in a. Carefully uncover and ascertain possible hazards. 3. Building Code Requirements for Reinforced Concrete, AGI-315. any running foot and 1/4 inch in 10 feet. Apply floor treatment A. THE CONTRACT DOGLIMENT5: The Drawings are those enumerated b. Remove construction as indicated on the Drawings. Make neat compound as specified. in the "List of Drawings" and identified in the Contract. The Drawings, cuts so subsequent Work fits without irregular connection. B. REINFORCEMENT: In many instances, are, schematic and do not define exact locations of I. BARS. Provide intermediate grade deformed bars per ASTM A 615. SECTION 05120 - STRUCTURAL STEEL N every part and piece of Work. Items furnished may vary in dimension C. BUILDING DEMOLITION: (If Required) a. NO. 3 BARS AND SMALLER: Grade 40. and In other ways frorm the specific items called for in the Contract 1. Work structures by parts; shore against collapse. Remove walls b. ALL OTHERS. Grade 60. A. PROVIDE SHOP DRAWINGS FOR STRUCTURAL STEEL (INCLUDING Documents. in such cases, determine exact position of each part by and partitions indicated, without damaging the structural system 2. WIRE: ASTM A &2. CONNECTIONS) FOR APPROVAL. "on the job" measurements, drawings from equipment manufacturers, of the existing building. 3. WIRE FABRIC: ASTM A 155. and coordination with other Work. 2. Constantly restrain dust and water from infiltrating areas in use. B. MINIMUM COMPLIANCE STANDARDS: 3. Remove debris of demolition as it is produced and do not allow C. AC.GE550RIE5: Provide galvanized accessories. I. AISG "Gode of Standard Practice For Steel Buildings and Bridges". B. SPECIFICATIONS: it to accumulate on site to the extent that a hazard is created or 2. AI56 Specifications for the Desiggn, Fabrication, and Erection of I. The Format of thie Specifications divides the Work Into Major d g s the Owner loses significant use of his facilities. Structural Steel for Buildings" an Including the "Commentary of the Divisions and Hark Sections. No trade Jurisdictions are intended D. TIES: 16 gage annealed wire or standard clip . :_ or implied. D. 51TE DRAINAGE FOR GONSTRUCTION: Provide temporary grading, AISG Specification . a p 3. AISG "Manual of Steel Construction". E. FAIBRIGATION. Bend and cut bars, fabric and wire cold to the :: Code,". ditching, pumping, culverts, and other facilities needed to perform the 4. AWS 01.1, Structural Welding C. MINIMUM COMPLIANCE STANDARDS AND INDUSTRY Work folllowmg tolerances: 5PECIFIGATION5: Materials and operations specified by reference to I. Sheared length plus or minus I inch. G. MATERIALS: 2. Depth of truss bars plus or minus 1/2 inch. I. STEEL SHAPES, BARS, AND PLATES: A5TM A36. published speciFicatians of a manufacturer, a society, an association, 4 a code, or other referenced standard, shall comply with the current re- SECTION 02110 - 51TE CLEARING AND GRUBBING 3. Stirrup, ties, and spirals plus or minus I/2 inch. 2. PIPE COLUMNS: A5TM A53 or API Standard 5L, Grade B. quirements of the reFerenced document, officially published on or 4. Other bends plus or minus I inch. 3.TU5E COLUMNS: ASTM A500, Grade B. before the date of receipt of bids. A. VEGETATION PRESERVATION: Do not remove trees or shrubs without 4. STANDARD BOLTS AND NUTS: ASTM A307, Grade A and A325- the specific approval of the Owner. Rope, or fence off vegetation that F. PREEPARATION: Before placing reinforcement, inspect formwork for fit 5C Load Indicator bolts as shown on the Drawings. Is to remain to prevent damage. Damaged vegetation shall be, and tolerance. Glean reinforcing free from form coatings, sealers, 5. GALVANIZING: A5TM A123. SECTION 01510 •- TEMPORARY FACILITIES replaced. poiwdered and scaled rust and other bond reducing conditions. a. Where exposed on the exterior. b. Where specifically noted. A. CONSTRUCTION FAGIILITIES: Provide the Following facilities for the use B• GRUBBING: Grub construction area to a minimum depth of one foot G. 5P'LICE5 NOT DETAILED: Staggered splices of adjacent bars. Do not 6. SHOP PRIMER: of all personnel, subcontractors, and other authorized personnel. below the existing grade. spllice at areas of greatest stress. a. Remove loose mill scale, loose rust, and other foreign materials I. TOILET FAGILITIIE5: Provide sanitary, adequate facilities that meet 1. STRUCTURAL EXCAVATIONS. Remove entire main roots and per SSPG SP-2 and -I. legal requlremernts. stump roots. H. INSTALLATION: Support and position reinforcement to prevent 2. DRINKING WATE`.R: Provide clean drinking water with disposable 2. STUMP REMOVAL. Remove stumps to a depth of a least IS p b. (1)ACCEPTABLE PR R p p dispplacement by construction loads or concrete placement. Support (I) FS TT-P-86 Type I or II. paper cups and containers for used cups. inches under lowest elevation of the excavation. burr reinforcement on chairs or concrete blocks of same mix design as (2) SSPG Paint 4 64T. 3. ELECTRIC: Provide connections and controls for 115V, single comcrete. Refer to the Concrete Formwork Section. (3) FS TT-P-6360 Iron oxide or zinc chromate alkyd primer. phase power witth controls within 200 feet of locations used. 4. LIGHTING: Provide minimum 50 footcandles For construction SECTION 02200 - EARTHWORK D. ERECTION: purposes where daylight is not adequate. I. Set structural frame accurate) to the lines and elevations shown 5. CONSTRUCTION iWATER. Provide adequate water lines and hoses SECTION 033112 - GA5T-IN-PLACE CONCRETE y q, A. The Soils Report governs existing subsurface conditions. on Drawings. with controls wit;hin 200 feet of locations used. A. MIINIMUM COMPLIANCE STANDARDS: The following Documents 2. Glean bearing surfaces before assembly. 6. HOISTING FAGIL_ITIE5: Provide hoisting equipment, as nece55ary, B. 501L STIFFNESS: When information concerning subsurface soil o,vern the Work except where more restrictive items are specified: 3. Establish required leveling and plumbing measurements on mean for light construction materials complying with jurfsdicttonol safety stiffness is not available, assume an angle of repose of 45 degrees Sppecifications for Structural Concrete in Building, AGI 301. operating temperature of the structure. Make allowances for codes. under optimum moisture conditions. No angle of repose can be 2. Guide for Concrete Floor and Slab Construction AGI 302. difference between temperature at time of erection and mean assumed when soil is under adverse moisture conditions. Where temperature at which the structure will be when completed and In concrete surfaces are shown vertical or steeper than the angle of 3. Building Code, Requirements for Reinforced Concrete, AV 318. P p p g 4. In hot weather, Work in accordance with the recommended service. SECTION 01600 - MATERIAL AND EQUIPMENT repose, forms are required. Practice for Hot Weather, AGI 305. 4. Install grout under base plates and where shown per manufac- 5. in cold weather, Work in accordance with Recommended Practice turer's specification. A. SUBSTITUTIONS: 0. GOVERNING DOCUMENTS: The following Documents govern the for Gold Heather, AGI 306. 5. Do not enlarge unfair holes by burning or by drift pins. Ream a I. Do not make substitutions unless they are approved in writing by Work. holes that must be enlarged to admit bolts. ^ Owner. Occupational Safety and Health Administration recommendations, B. DgGUMENT PRECEDENCE: Notations and requirements on the 6. Do not use gas cutting torches for correcting fabrication errors Chapter XVII, Ig26.652 5trructurol Drawings supersede conflicting requirements of this Section. except on secondary members which are not under stress. B. USE MATERIALS THA'=T ARE: 1- 1. New and of high quality suited to the use Intended except when D. EXCAVATION INSPECTION: Do not place concrete in footing G. MAATERIAL5: SECTION 05210 - STEEL JOISTS a m noted as "used"- excavations without inspection. I. CEMENT: ASTM C 150, Type I or ill. � 2. Suitable for the: function intended. A. MINIMUM COMPLIANCE STANDARDS: The following documents govern ,�/ 3. Corresponding iin quality to related materials in the absence of a 2. AGGREGATES: Standard weight aggregate, ASTM G 33. Refer r g F-�1 d- p g q. y E. FILL AND BAGKFILL MATERIAL: Select fill material placed under slabs, to AGI 301-3.6 for maximum size. the Work except where more restrictive items are specified: X definitive 5peciification. foundations and paving shall comply with the soils report recommenda- 3 WATER: Potable and clean. I. Steel Joist Institute. W 4. Of good oppeaarance where exposed to view. tions or with the following requirements, whichever is more strigent. 4• ADMIXTURES: 5. Of one manufociturer or source for the some specific purpose, with Material may be used From the site provided it is made to comply 2. members by for the Design of Gold-Formed Steel Structural � a. HATER REDUCER AND SET RETARDER: ASTM G 4q4; A, B, A&45 ors by the American Iron and Steel Institute. X Z uniform appearance and physical properties. through the use of admixtures such as sand or lime. or D. Do not use chlorides. 11 6. Plainly marked, and delivered to the site in original unopened I. LIQUID LIMIT: 30 to 45. 3. AWS DI.I - q88, Structural Welding Code". p b. AIR ENTRAINER= A5TM G 260. < J) B. WELDER QUALIFICATION. Each welder performing Work on this Project _r containers when the nature of the materials is suitable for 2. PLASTICITY INDEX: 7 to 20. d) containers. 3. LINEAR SHRINKAGE: 10% maximum. shall be qualified in accordance with American eldin�Society, � W � D. MINX: Design concrete mix to comply with the standard of deviations 4. PURITY. No stones or debris larger than 3 Inches. Structural Holding Go AWS DI.1 within 12 months of e com- [L G. VERIFICATION OF NON-CONTAMINATION: For each of the following sprecified In AGI-301 and AGI-318 for the concrete strengths shown on l O materials provided, submit a letter from the manufacturer indicating that F. COMPACTION: Provide BOAS maximum dens( under walks and grassy the Structural Drawings. If no strength is shown, provide 3000 psi for mencement of we ding on this Project. � roducts are totally free of asbestos. density coi5:in-place concrete, and 2000 psi for masonry wall grout. Include areas, g590 maximum density elsewhere. Add water or dry out �o and slab concrete to G. MATERIALS: Low density fill rand lightweight concrete air` entrainer for exterior exposed concrete a . maintain optimum moisture content. AA5HTO compaction test Method produce 5� plus or minus I� total air content determined y ASTM I. JOISTS. See i�,-.u4ings For type and location. W - 2. Fireproofing. T-qq, performed at optimum moisture. Place fill In layers not to exceed G :231 or A5TMG 138. Provide a maximum slump of 4 inches with 2. BRIDGING: Horizontal bridging of type, size, and spacing 3. Dampproofing. 6 Inches after compaction. vibration consolidation and a maximum slum of 5 Inches where recommended bu the Joist manufacturer. 4. Haterproof ing. I�1 cormol(dated by other methods. Provide a slump of 10 inches (fl") 3. WELDING ELEGTr:ODES: Comply with AWS classifications for �T •• 5. Sealants. G. COMPACTION OF FILL: Compact trenches under slabs as follows: forr masonry wall grout. strength of steel used. W 6. Prefabricated wall panels or siding. I. Compact utility trench backfill of excavated material or specified Fill 7. Vinyl compositlom flooring. material to match material of adjacent strata. E. INSPECTION AND PREPARATION: Do not place concrete in accordance until forming, D. WELDED cc ATIC`:�: ►••-�� ~ &. Mechanical insullation. 2. Provide drainage for excavations to prevent contamination of relinforcement, and built-in items have been inspected and approved I. Work o aordance with AHS Code for procedures, appearance, q. Electrical i5olattor5. adjacent and surrounding soil below slabs and within 5 feet of by governin authorities. and quality o welds, and methods used in correcting welding ENGINEER;,,,,` bui din perimeter. work. g p i. SUBG DE: Dam en sub rades not covered with membrane D. WOFZK BY OTHERS: Arrange to accommodate N.I.G. Work. When p by 2. Select weld sizes, sequence, and equipment to limit distortions to i✓ ', ��r�`� information is inadequate, request further instructions before proceed- H. SAND LAYER: sprinkling immediately before placing concrete. Omit when sub- allowable tolerances. grade is already damp. Dry out soggy subgrade before placing 3. Assemble and weld usin balanced methods to avoid wo ing. I. LOCATION: Where sand cushion is noted under concrete slabs. slabs as accepted Inspection Place 51a screeds to revise g �' 2. MATERIAL: Well-graded, inorganic mineral sand in loose, non- elevation. p p p E. Follow monufacturer',s instructions. When such instructions are in stratified deposits, per ASTM D 2488. conflict with the Gonitract Documents, make request for clarification p p 2. FORMS: Remove dirt, sawdust, nails, and other foreign material q 3. THICKNESS: 2 inches under walks and 4 inches elsewhere. from formed spaces. SECTION 05500 - METAL FABRICATIONS �� before proceeding. Kee a co of the manufacturers instructions on p ` 4. COMPACTION: Compact to support concrete without settlement 3. BUILT-IN ITEMS. Install pipe, sleeves, p g• p copy bolts, anchors, and other �n the ob. during lacin p p A. SHOP DRAWINGS: Indicate size, material, and Finish. Show locations c01 g placing. cast-in-place items securely. Use templates to set built-in items and installation procedures. Include details of joints, attachments, and '0 0734;;3 � F. Perform high qualityprofessional workmanship Join materials to I. VAPOR BARRIER: Provide a 6 mil polyethylene plastic, film vapor accurately. clearances. uniform accurate fi so the meet with straight lines, free of smears barrier under slabs laced on earth. ESSIOt�� : P F. PL.AGING: B. STEEL MATERIALS: or overlaps. Install exposed materials appropriately level, plumb, and I. Use buggies and metal chutes at slopes between 1:2 and 1:3 to 1. STEEL PLATES: ASTM A 36 to tolerances of ASTM A 6. JEFFREY T. BUTLER, P.E. at accurate right angles or flush with adjoining materials. Attach pp materials with sufficfJent strength, number, and spacing of attachments SECTION 02246 - SOIL STABILIZATION avoid separatfon of aggregates. Drop concrete vertically in center; 2. STEEL PIPE: ASTM A 501 or A 500 to shapes detailed. that will not fail until) materials joined are broken or permanently do not draw or rake concrete laterally to position. 3. BOLTS: ASTM A 307 typically, and ASTM A 325, high strength 2. Use ready-mixed concrete only. Comply with requirements of bolts, ntjt5, and washers, where shown on the Drawings. deformed. A. Coordinate the requirements of the Structural Drawings with the ASTM G �l4 for mixing and transportation of concrete to the project. O O SECTION 01700 - CONTRACT G;LO5EOUT requirements of this Division. If a conflict exists, notations on the 5true- 3. Place concrete continuov5l in an one art of the Work. y y P G. ITEMS: Items for fabrication include, but are not limited to, the IYl tural Drawings take precedence. Refer to the Soils report and survey a. IF a whole art of the Work cannot be laced monolithlcoli , for existin subsurface conditions. p p y following: A. RELEASE OF LIENS:: g lace to construction joints indicated on Drawings or as < � p j 9 I. Preformed steel stairs. I. The Contractor shall deliver to the Owner a blanket release of liens approved by the Architect. Z covering all Work performed under this Contract, including that of SECTION 02510 - CONCRETE CURBS, WALK5, AND PAVING b. bonding c forms, clean hardened surfaces, and cover with LPL IX pp g D. GALVANIZED MATERIALS: All exterior exposed steel and where noted Q Subcontractors>, 5ubsubcontractors, vendors, and other suppliers bonding compound before placing against hardened concrete. on the Drawings. �"� 0 • 4. Place sloped concrete from bottom up. I. NONSTRUCTURAL PIPE: ASTM A 120. � of materials omd labor. A. See site Ian (n Z W 2. The forms shall) be executed by the authorized officer and p 5. Use temporary screeds when placing slabs to maintain levels and 3. STEEL SHAPES PLATES BARS AND STRIPS: A5TM A 123. Q notarized. No final payment will be made by the Owner to the slopes as required. Provide adequate support for screeds to 4. STEEL 5HEET5: A5TM A 446. _�I > Contractor untiil all release of liens have been delivered to the SECTION 03110 - CONCRETE FORMWORK maintain accurate elevations. 5. ASSEMBLED STEEL PRODUCTS: ASTM A 3&6. N v Z � Owner. 6. Place 51abs in alternating strict sequence, with control joints and 6. DELIVERY OF HOT-DIPPED ITEMS: A5TM A 525. �- A. FORMING SURFACES: Provide formwork in accordance with methods as approved the Engineer. Provide floor slab control �-- u- < (1 foot � 9 7. GRATING � � J � � !1 B. GUARANTEES, BONDS AND INSPECTION CERTIFICATES: Recommended Practice for Concrete Formwork, AGI 347, with smooth joints on 20 oot maximum centers, except where shown otherwise. I. The Contractor shall have guarantees upon materials and and clean surfaces. Provide #5 x 2 foot O Inch smooth dowels at 12 Inches on center E. STEEL SHOP PRIMER: Apply with spray for exposed items. Applyy � Q < workmanship as required by Article 13 of the AIA General I. HOOD: Dressed to uniform thickness without loose knots or other at joints. rimer Free of runs a d other Irregularities that may require modi ica- 7. Place footings and rade beams immediate) after excavation and ion to achieve the specified finish appearance. �,,, � U) Z Conditions and special guarantees and bonds required by the defects. Plywood minimum of 5/8 inch thick. 9 y reparation. IF the footing or grade beam excavations become Z J Contract Documents executed In the Owner's name. 2. STEEL, Rust free or galvanized form surfaces. preparation. dy E _ 2. Collect and assemble all required guarantees and bonds and contaminated with water, ry out the substrate and recompact as F. WORKMANSHIP deliver them to the Owner prior to final payment. B. ACCESSORIES: directed by the Architect of soils engineer. I. EXPOSED ITEMS: Moderate irregularities not visible at 30 feet may -I (Y J N 0 1. CHAIRS AND BLOGK5: Provide plastic chairs where formed remain. Mill marks may remain. N a. HELD5: Grind welds to small radius with uniform sized cove. ~ Q < O SECTION 01710 - GLEANING surfaces are exposed, spaced a maximum of 5 feet O inches on SECTION 033�76 - CONCRETE CURING, TREATMENT, AND FINISHES center for beams, and 4 feet 0 inches on center for slabs with b. BOLTS: Use only flat or oval head, countersunk bolts where � Z -� LL N sand plates on grade. exposed to view. = A. PERIODIC CLEANING: A. GUJRING MATERIALS: � r � I. GARBAGE NING TIONS: Provide a collection can at each 2. EXPANSION JOINTS: Provide wrapped dowels, or protect dowels c. JOINTS: Provide maximum gap of 1/16 inch. Q Q I. PRODUCT LIMITATIONS: Do not use products with the following 2. OTHER LOCATIONS: No improvement from mill finish required location on the site used as an eating area. Pick up all garbage with cardboard tubes For alignment reinforcing across expansion characteristics. U_ not deposited) in cans daily. If garbage is left overnight, cover joints. a. Leave oil or waxy residue that may interfere with future except preparation for galvanizing or priming. cans. Remove garbage from the site at least weekly. Keep the 3. FORM RELEASE AGENT: Provide chemical type form release y y 3. HELD5: Grinding not required. [I� z yp coatings or flooring adhesives. 4. BOLT5: Exposed bolts permitted. i W Work area free of garbage, trash, and vermin infestation. agent. b. Discolor surfaces designated to remain uncovered. Z CD 2. TRASH REMOVAL: Glean the Work area of trash at least once a C. INSTALLATION; Do not allow form release agent to contact reinforce- 2. SHEET CURING: White sheet materials only, complying with ASTM G I'll. U =) O < week. When r<a fd accumulation occurs, remove trash more ment or concrete against which fresh concrete shall be laced. Het 3. LIQUID CURING COMPOUND: 0 O (] frequently. Remove highly combustible trash such as paper and g ll a. TYPICAL USES: A5TM G 30q, clear, Type I, or Type I-D with g y p p board forms until joints are swelled shut. Formwork shall be strong fug itive tint. cardboard daiilyy. enough to withstand the fresh concrete, and tight enough to prevent b. OPTIONAL FOR EXTERIOR PAVING: A5TM G 30g, Type 2 or 3. DISPOSITION OF DEBRIS: Remove debris from the site and make leakage of the mortar. Type, I-D . legal disposttl:on. No debris or material may be buried or burned yp PAGE : at the site. D. FORM REMOVAL: Do not remove formwork until concrete has attained 4.. WATER POovere Flood to spprayy water to keep concrete strength to support its own weight, live loads, and additional con- surfaces covered with water for the curing period. B. FINAL GLEANING: 5truction loads and has hardened enough to revent leaks a of the I. The Hork oreoi shall be thoroughly cleaned inside and outside. mortar. g p g B. INdTERIC. FLOOR TREATMENT COMPOUND: Gleaning Includes removal of smudges, marks, stains, fingerprints, I. A.G. Horn, "Horn One-Ko " soil, dirt, spots, dust, lint, and other foreign materials from finished 2.. Gurecrete Chemical Co.,., "Ashford Formula". 2 and exposed :surfaces. 2. Remove all temporary facilities. Of � � SECTION 05120 - 5TRU6TURAL STEEL E. MATERIAL THICKNESSES: The following thicknesses shall apply D. PREPARATION AND INSTALLATION OF RELATED WORK: SECTION 08112 - HOLLOW METAL DOORS AND FRAMES exce t when shown thicker on the Drawlngs: I. Insure that substrate is dry, firm,smooth, and free of dirt and loose c. FIELD SPACING: 12 inches on center;double screw 2 inches A. PROVIDE SHOP DRAWINGS FOR STRUCTURAL STEEL(INCLUDING 1. 9OTTOM5,ENDS,DIVISIONS: 3/4 Inch thick material. A. WARRANTY: Warrant the Works ecified herein for one year against from first nail. CONNEGTIONI5) FOR APPROVAL. 2. FACE PLATES: Equal to door thickness with 3/4 inch minimum. 2. Provide weathertt t installation of occ,iessorles and fiashin p y d. FIRE RATED BOARD: Refer to manufacturers literature. a gin g becoming unserviceable or causing an objectionable appearance result- 3. WEB FRAMES. 3/4 inch minimum. specified in other Sections. In from either defective or nonconform materials and workmanship. B. MINIMUM COIAPLIANGE STANDARDS: 4. BACKS AND DRAWER BOTTOMS: 1/4 inch plywood, over 24 3. BITUMEN TEMPERATURES: Defects shall include, F. TRIM: Provide trim where board abuts other material,where shown, I. AI% "Code of Standard Practice for Steel Buildings and Bridges". inches wide require center bottom support. lmit backs with a. OPERATING TEMPERATURE. Heat, bitumen to maintain a I. Indentations, rust,and surfacemidcffmtS the Following: and where needed to cover exposed ends of board. Provide floated 2. A15G "Spec Ifications for the Design, Fabricatlon, and Erection of braces to 12 square Feet. viscosity of 50 to 150 seconds per ASTM E 102. 2. Inadequate or misplaced hardware reinforcement. flange design,except where exposed type Is shown. Structural Steel for Buildirx�s" and including the "Commentary of the 5. DRAWER FRONTS: 3/4 inch. b. MINIMUM TEMPERATURE: Do not allow viscosity to fall below AISG 5l 11`icot painted with tured ion". 7. SHELVES: Unsupported, exposed shelves 3/4 inch thick to 3b 250 seconds at point of applicatilon. B. MINIMUM COMPLIANCE STANDARD: Provide Steel Door Institute G. JOINT FINISHING: Float out and sand a make Joint invisible when 3. A15G 'Manual of Steel Consitruction". inches and I inch minimum to 42 inches. c. MAXIMUM TEMPERATURE: Do not heat bitumen in excess of Standard,= grade construction,details,and features. in concealed locations.u paint typically and tape and fill without sanding 4. AW5 DI'.I, "Structural Welding Gode". 8. BASES: Design to sp 3 inches deep x 4 Inches high x 1/2 inch 250 degrees F above the softenl(ng point,or in excess of 25 ace p�eepp recessed base across exposed ends. degrees F below the flash point. C. DOOR CON5TRI16TION: Provide Ib flush galvanized steel C. MATERIALS: Cl. deep 3/4 inch minimum thickness,exce t when shown greater d. Provide workingthermometers forr veriflootlon of bitumen g 9a H. I^IORKISUAL: P TOLERANCES: I. STEEL 9FIAPE5,BAR5,AND IPLATES: A5TM A36. on the Drawings. p g temperatures Insulated and bonderized and prime painted doors with water tight tops I. VISUAL: nicks,bumps,out of level,or out of lamb areas n 2. PIPE COLUMNS: ASTM A53� or API Standard 5L,Grade B. for exterior doors. detectable the naked eye must be wrrectedp Prepare the millwork for the installation o F. CABINET HARDWARE: Pre f the 2. WALLS: Maximum deviation From vertical is 3/8 inch. 3.TUBE COLUMNS: ASTM A500,a9rade B. p SECTION 07620 - BUILDING SHEET METAL D. FRAME CONSTRUCTION: Provide standard 14 a Frames eas- hardware as scheduled an Drawings. 9a9 Pr 3. BUMPS IN BOARD: I/8 to 24 inch maximum. 4. STANDARD BOLTS AND NUTS: A5TM A307,Grade A and A325- sembled and welded before delivery to the site, galvanized and prime 4. CORNERS: Maximum out of sqvare 3/16 inch in 16 inches. SG Load Indicator bolts as shown on the Drawings. A. MINIMUM COMPLIANCE STANDARDS= The Foillowin Documents ainted fitted with adjustable anchors,reinForced for hardware. Refer G. INSTALLATION: Place level, plumb,and at right angles to adjacent 9 p 5. GALVANIZING: A5TM A123,. govern the Work except where more restrictive requirements are to Drawings for all jamb anchor conditions. a. Where exposed on the exterior. work. Where field cutting or trimming is necessary,perform to a neat, go p q 9s J :n b. Mere a pose specifically noosed. accurate, proFessionol manner without damaging the products and specified. SECTION Og678 - RESILIENT BASE a b. SHOP PRIMER: adjacent work. Attach securely so the products will perform to their I. Sheet Metal Manual of the Sheet Metal and Air Conditioning a. Remove loose mill scale, loose rust,and other Foreign materials maximum ability without damage resulting from inadequate fastenings. Contractor's National Association (SMA(GNA), A. APPROVED MANUFACTURERS: Fier 55PG 5P-2 and 5P-1• « B. GALVANIZED SHEET STEEL MATERIAL= SECTION 08120 - ALUMINUM DOOR FRAMES b. ��GGEPTABLE PRIMERS: H. TYPICAL CABINETS: MI Custom grade with plastic laminate tops I. Roppe Rubber Corp.,Fostoria, OH 44803 (800) 53'1-952'f. p I. QUALITY STANDARD: A5TM A 251,coat) designation 6 g0. A. FRAME CONSTRUCTION: 2. Burke Flooring Products,San Jose,GA g5112 (405) 2g7-3500. and exposed surfaces. Semi-e osed surfaces shall be lactic icon- n9 9 3. Flexco Division of Textile Rubber Co., uscumbia,AL 35674 (205) 4 (1) FS TT-P-86 Type i or 11. p ll p 2. FINISH: I. DIMENSION LIMITATIONS: u (2) 55PG Paint 4 64T. irate except drawer shells shall be wood. a. THROAT OPENINGS: Provide necessary width to accom- Armstrong 74. (3) FS TT-P-636G iron oxide or zinc chromate alkyd primer. a. METAL PREPARATION: Prepare surface for painting in � 4. Armstron rubber wall base (800) 2g2-b308 compliance with A5TM D 20g0 recommendations. modate wall condition. 9 SECTION 07175 - WATER REPELLANT b. PreFlnish sheet metal with polyestcer enamel Finish I mil b. FRAME FACE: 1-1/2 inches. D. ERECTION: B. MATERIALS: I. Set structural frame accuraitely to the lines and elevations shown minimum thickness. c. TRIM RETURN: I/4 inch minimum to I/2 inch. on Drawings. A. PRODUCT DESCRIPTION: d. STOP HEIGHT: 1/2 to 5/8 inch. I. Material: Rubber. ' 1. GENERAL: Water clear,fast drying,penetrating, water repellent G. GALVANIZED SHEET GAGES: 24 gage minirmum. Size.to 18 inch thick x 4 inches. 2. Glean bearing surfaces befFore assembly. liquid com p I. Clips used for attachment shall be two engages thicker than the 2. REQUIRED FEATURES: 3. Color: As selected by Owner from full manufacturers range. 3. Establish required leveling and plumbing measurements on mean pound piece the retain. a. CORNERS: Held in alignment with concealed clips. operating temperature of tthe structure. Make allowances for 2. VEHICLE: Water-alcohol formulation. p y pe n9 2. FASTENERS: Galvanized,cadmium,and stainless steel. b. HARDWARE PREPARATION: Provide cut outs and reinforce- G. APPLICATION: difference between temperature at time of erection and mean 3. SOLIDS, 511oxane formulation. l h t d Butt Bu ens o airine fit;avoid strech rent for all mortised hardware. Provide reinforcing For surface I. � Ins• temperature at which the strructure will be when completed and In D. MATERIAL COMPATIBILITY: Provide mutuolk compatible materials and mounted hardware. Minimum aluminum reinforcing thickness 2. Place base with Joints under compression and so toe continually service:. B. PROPERTIES: y of I/& inch. touches flooring. I. REPELLENCE: No water penetration on surface as evidenced fastening where in contact. IF not available„ isolateincompatible 4. Install grout under base plates and where shown per manufac- � materials to event electrolysis. c. FASTENINGS: Provide concealed fasteners,except flush tuner's specification. absence of wet discoloration. Pr � 5. Do not enlarge unfair holes by burning or by drift pins. Ream 2. ADHESION: No interference with the adhesion of sealants. IF tests screws are permitted in web members of borrowed light SECTION Ogg00 - PAINTING show interference, mask off sealant areas,or I repellent after E. INSTALLATION: frames. A. WARRANTY: Warrant the Works specified herein for one ar ainst holes that must be enlargecd to admit bolts. y p I. Prime flanges and other metal in contact with roofing membrane. d. DOOR STOP WEATHERSTRIP: Provide continuous wool pile p ce 6. Do not use gag cutting torches for correcting Fabrication errors sealants are Installed. g inserts on head and Jamb sto becoming unserviceable or causing Fo objectionable appearance result- 3. SHEEN. Zero sheen. 2. Bed sheet metal flanges on roof memk�»�ane and base flashing with j �• in From either defective or nonconFormin materials and workunanshi . except: on secondary members which are not under stress. Flashing cement. e. EXCESS LENGTH: Frames shown to ceiling shall have I inch 9 9 P 4. DISCOLORATION: No changein color or tone. 9 mIn�xn extra length at bottom For field cut. Defects shall include,but not be limited to the following: SECTION 05210 - STEEL JOISTS 5. RESISTANCE TO HOUSEHOLD CHEMICALS: A5TM D 1305;no I. Noticeable discoloration,streaking bloom ,darkening,or fading. c (n color, finish or adhesion. SECTION 07713 - ALUMINUM GAP FLASHING 3. METAL FINISH: OF CTURE 2-A41,Natural Anodized g, In9 n9 ng. age 4. APPROVED MANUFACTURERS: 2. Mildewing. A. MINIMUM COMPLIANCE 5TANDAR05: The following documents govern the Work except where more restrictive items are specified: SECTION 07211 - BATT AND BLANKET INSULATION A. MATERIAL: a. Ragland Manufacturing Co, Inc. Houston,TX 77055 f713) 3. Peeling,cracking,blistering, allrgatoring, or releasing from b82-6I00. substrate. I. Steel Joist Institute. I. ALUMINUM COPINGS: 0.063 smooth finish aluminum of 5005-HI34 b. Howmet Interior Products Alumax,Magnolia Division, n9 9 y• by 4. Chalking or dusting excessive) 2. ecification for the Desi of Cold-Formed Steel Structural A. MINIMUM COMPLIANCE STANDARDS: The Following Documents alloyy. Magnolia,AR 71753 (800) 643-1514. 5. Changing sheen 1n irregular fashion. 1 Members the American bron and Steel institute. govern the Work except where more restrictive Items are specified: 2. 5PLkE PLATES. 0.032 smooth Finish aaluminum of 5005-HI34 �° 6. Soften or becoming tac v m by C Federal Specification HH-I-521F T III. alto ,finish to match copings. c. Ampco Products Inc.,Hialeah, FL 33014 (305) 821-5700. Ins ng �• 3. AW5 01.1 - Ig88, "5tructurall Welding Gode". Sp Type d. American Architectural Components, Inc.,Houston,TX 77018 2. American Society of Heating, Refrigeration,and Air Conditioning 3. ANCHOR PLATE: Galvanized steel,A577M A g3 hot dipped with (7I3) 04-0272. p B. PREPARATORY WORK: B. WELDER QUALIFICATION: Each welder performing Work on this Project Engineers• minimum of zinc per square Foot (D(videcd on 2 sides of sheet),(24 1. PROTECTION WORK: Arrange procedures and devices to, protect � shall be qualified in accordance with American Weldi Society, 3. National Environmental Systems Contractors Association. gage minimum). other Work from disfigurement and sical dama Re it or r' Welding B. INSTALLATION: I'�''y ge• Structural Welding Code,AW5 DII.I within 12 months of the com- 4. FASTENERS: Suitable for positive anchorage,corrosion resistant, I. Erect frames perfectly plumb and with accurately sized openings. replace materials damaged as a result of the Work of its Section. W � mencement of welding on this Project. B. INSULATION: Mineral wool or glass Fiber butts or blanket conforming compatible with aluminum and galvanized sheet. If wall conditions are unsuitable For Frame erection,do not 2. STEEL AND IRON: Remove grease,oil,and dust,and touch-up to E.P.A. energy conservation requirements and F.S. HH-1-521F,Type 5. COPING FINISH: Provide factory appll-d coating,orfield applied proceed. 9°Od chipped and abraded places on items that have been shop prim- jY m III, coating as specified in the Painting 5ec:tion in color to match � ed use same type of rimer. G. MATERIALS: 2. Anchor frames securely. Attach at each hinge and at strike. , ng yP P I. JOISTS: See Drawings for type and location. I. UL RATING: Maximum flame spread of 25,fuel contributed of 50, Pennzoil Red. 3. CONCRETE, MA50NRY: Check for high moisture and alkalli anneutralize 2. BRIDGING: Horizontal bridlging of type,size, d spacing and smoke developed of 50 when tested per A5TM E 84. 6. APPROVED MANUFACTURERS: content. If high alkali is present,neu ralize to suitable levels. W m X recommended by the joist mnanufacturer. 2. THERMAL RESISTANCE.. "R" values are listed In the ASHRAE a. MM Systems Corporation. SECTION 08212 - FLUSH WOOD DOORS 4. SUBSTRATES GENERAL: Provide normal minor patching on LU < 3. WELDING ELECTRODES: Comply with AW5 classifications for Guide for batt and blanket insulation. Provide 6 3/4 R-22 for b. W. P.Hickman Company, Inc. surfaces provided under other sections of this Work. lraceessNe X Z strength of steel used. roof and 3-1/2 inch R-11 in walls for sound attenuation. Provide c. Construction Specialties, Inc. A. DOOR CONSTRUCTION: patching or treatment is not included in this Section of the Work. Q a.0 ninum foil laminated to one side with flanges for stapling 1. FLASHING= Refer to roof membrane seec•tions for flashing material, I. Wood grid. M I Q D. WELDED FABRICATION: application. 2. Implanted wood blanks. G. APPROVED MANUFACTURERS: US 1. Work in accordance with AV,* Code For procedures,appearance, B. INSTALLATION: 3. Kraft fiber orb. Devoe ,Devoe I. " " d Ray nolds Co.,Louisville,KY 40201 (502 Q) bM- � 2 � and quality of welds,and methods used In correcting welding C. INSTALLATION: Positively attach edges and ends to prevent gaps or I. Attach anchor plate to top of wall at 5i foot centers using nails, g861. W work openings In the vapor barrier. Install blankets with the vapor barrier inserts or screws as required by lob conditions. 4. GLUE TYPE: Wa errpprrooF Type I. jl to tie warm side. Butt sides and es of blankets together to avoid 2. Install 0.032 splice late at 10 foot centers on anchor plates. Use 5. FACE CONSTRUCTION: Hardwood crossbonding and face veneer 2• PPG Industries, Inc., Pittsburg,PA 15272 (412)434-3131. [-�-1 O � 2. Select weld sizes,sequence,and equipment to limit distortions to 9e p p p on each side of door. 3 Q g�-� In Insulation. Do not cover Insulation until the installation has an approved caulk on each side of Joirni. D. MANUFACTURER'S INSTRUCTIONS: Follow the manufacturers pre-tolerances. 6. EDGE BAND AND FACE VENEER SPECIES: Any close grain p � CV 3. Assemble and weld using bxalanced methods to avoid warp. be�r� 'inspected and approved. 3. Engage hook on front face of coping r�ith protection on front face printed Instructions as a minimum requirement for the use and install- of arwhor plates. Pivot cop( down imto position pressing firmly hardwood,or medium density overlay. p q coping g 7. DOOR QUALITY: AWI "Custom" rode. anon of his products. at rear over each anchor plate until Nook on rear face of coping g I. APPEARANCE: Provide uniform color,texture,and sheen. `p SECTION 05500 -METAL FABRICATIONS SECTION 07212 - RIGID INSULATION snaps into place. 8. HARDWARE PREPARATION: Shop machine and shop mortise 4. install follow feces of r leave' a I/4 inch joint between panels for proper fit of Finish hardware. 2. NEATNESS: Do not smear,spatter,or run coatings over adjoining „ following p coping colors or materials. Gut-In Imes shall be straight. A. SHOP PRANIN66: Indicate slzee,material,and finish. Show locations A. MATERIALS: abutting ends at splice plates to arrows or thermal expansion. B. IN5TALLATION: W and Installation procedures. Include details of joints,attachments,and 1. POLYSTYRENE BOARD INSULATION: 5. Glean the coping cap. Remove foreigm materials and debris from I. Install doors plumb and level without bind or twisting. E. PAINT THICKNESS: Provide the Following minimum dry film thickness h �' a. DESCRIPTION: Ri id,closed-cell,expanded polystyrene. the installation. p Ins, racking, g er coat: clearances,. xp P ygtyr' Doors shall not fall open or closed. p b.' SPECIFICATION: P5 HH-1-5246 Type V. 2. Coordinate hardware Installation for proper door operation. Adjust I. INTERIOR: I mil. ENGINEER: B. STEEL MATERIALS: C. GOMPRE%IVE STRENGTH: 100 psi. 2. EXTERIOR: I. STEEL PLATES: ASTM A ft to tolerances of ASTM A 6. d. WATER ABSORPTION: 0.3 s per Inch maxk um. SECTION 07g20 -SEALANTS AND CAULKING locks and latches to e� snugly without forcing. Align a. ENAMELS ON METAL: I m(1. J.. 2. STEEL PIPE: A5TM A 5011 or A 500 to shapes detailed. e. THERMAL RE-515TMOE: R PROVIDE RATED SEALANTS AROUND ALL PENETRATIO)N5 THROUGH RATED hardware to it wi t squeo ng,binding, or racking. A55EMBLIES(SEE DETAIL) 3. CLEARANCES, b. LATEX PAINTS: I mil. 3. BOLT5: ASTM A 307 t Ucall ,and A5TM A 325,high strength F. SIZE: I6 inch,24 inch or 4& Inch wide boards; length as C. METAL PRIMERS: 15 mils. G- N T. yp y g n9 a. HEAD AND JAMBS: 1/I6 inch minimum; I/8 inch maximum. • �4�.. bolts,nuts,and washers,where shown on the Draw required for minimum number of joints. d. UNDER GOATS: 1.5 mils. c �• A. EXTERIOR SEALANTS AND SEALANTS FOR 1M0VIN6 JOINTS: During b. Sill: I/4 inch clearance from top surface of flooring. � APPROVED MANUFACTURERS: e. OIL PAINTS: 15 mils. ,� z, g' type,two art bulk compounds conform to F.5. TT-5-00227E(3), or f ,,, ,'{s� � C. ITEMS: Items for fabrication (include,but are not limited to, the (1) Styrofoam RM,Dow Chemical Company. p F. TRAFFIC LINES: 25 mils. r CC Following (2) Focmular 400,U.G. Industries. one part canFormi to F.S. TT-5-00154 A Provide compounds that SECTION 08700 - FIN15H HARDWARE 3. THICKNESS TE5T: Use visual observation a that mcasures "V" c� ► r �i'' � �; 1. Preformed steel stairs. 0) 5tyropor Board,BASF/Wyandotte. cure or polymerize solvent release,molstture absorption,or catalyst. �g PPROVE shape scratch. I. A D BAS G INGREDIENTS: PolysulFide silicone,polyure- A MINIMUM COMPLIANCE STANDARDS: The following Documents a D. GALVANIZED MATERIALS: All exterior exposed steel and where noted B. INSTALLATION: thane or of ire ter .I t71 p° govern the Work except where more restrictive requirements are F. COMPATIBILITY OF PAINT TYPES: Verify the compatibility of each type on the Drawl I. FIRE HAZARD: Do not deliver plastic Insulation materials to the 2. NON-AGG ABLE= Linseed oil or otheer oil base caulks,asphaltic, p p ISSI nnggss or coal-tart es. Acrylic,h olon oned butyl base es. p specified. of finish coat with shop{rimers and between field coats. When �. Or G� I. NON5TRlUCTURAL PIPE: AS�TM A 120. project site ahead of time installation. Protect against Ignition at 3. SOLIDS: q6%minimum olume. y types. I. NFPA Pamphlet No. 101. necessary, switch paint es or use a block coat to avoid Interference 3. STEEL SHAPES, PLATES,BARS, AND STRIPS: A5TM A 123. all times. Complete the installation and concealment of plastic 4. CURED HARDNE55= (Shore A durometeer)Moxirrum of 30. 2. AN51 AI17.1. between polnt types. JEFFREY T. BUTLER, P.E. 4. STEEL SHEETS: A5TM A J446. materials as rapidly as possible in each area of Work. 3. NFPA No. 60. 5. A55EI I13LEP STEEL PRODLUGTS: ASTM A 386. 2. Mop or adhere insulation In place to prevent movement. Follow 4. UL Gertification. G. TYPICAL EXTERIOR SYSTEMS . . = B. INTERIOR SEALANTS: All exterior sealants plus the follower t s. � Q 6. DELIVERY OF HOT-DIPPEID ITEMS: A5TM A 525. the manufacturers recommendations for the Installation of the 5. ADA Guidelines. I. 6ALVANIZED METAL: 7. GRATING Insulation. 1. Skinning type,bulk compounds conforming to F.S. TT-5-0 Ib 7, I coat Zinc dust, cement primer,or epoxy ester. O 3. LOCATIONS: Provide I-I/2 inch thick board in masonry wall or AS G834,with active ingredients of butyl rubber, acrylic, y � G. INSTALLATION: Install in accordance with the manufacturer's templates 2 coats Semi loss exterior erxmel. T_ 'CD h Ion,and other similar Intable corm our P � � E. STEEL SHOP PRIMER: Apply with spray for exposed items. Apply and under the slab where the frost line is below the y p and printed information. Adjust closers. Check locks, latches, and 2. STEEL OR IRON: (Regular primer by Fabricator) FCOP) v � pprrimer fret; of runs and -other iirregularitles that may require moth ico- bottom of the slab. C. CONGEALED SEALANTS. Non-skim , resiltdent(soft),preformed,or other operating mechanisms for ease of operation. Provide keying as I coat Touch-up of primer. lion to achieve the specified FNnish appearance. bulk compounds conforming to NAA Standards SS-la,55-lb, or directed by the Owner. I coat (Intermediate) Iron oxide primer. Z � '� 55-Ic,with basic po Ingredients of lybutene synthetic resins, 2 coats (Finish) Semi-gloss0 W exterior enamel. !Y CDF. WORKMANSHIP SECTION 01416 -METAL WALL PANELS 3. PAVEMENT: (Traffic Dines) M--i 1. EXPOSED ITEMS: Moderatte irregularitles not visible at 30 Feet may oieoresinous compounds,or similar noncuring� compounds. SECTION Og2b6 - GYPSUM WALLBOARD SYSTEMS I coat Zone marking paint. E"� O p remain. Mill marks may remmain. A. RELATED DOCUMENTS: « I. SEALANT r TAPE: Preformed or extruded non-curing butyl with or 4. ALUMINUM: Q Z W a. WEL05: Grind weld-s to small radius with uniform sized cove. I. PROVIDE PRE-ENGINEERED BUILDING DRAWINGS BY GECO OR A. MINIMUM COMPLIANCE STANDARDS: The Following Documents I coat zinc chromate primer. } b. BOLTS: Use only flat or oval head,countersunk bolts where EQUAL FOR APPROVAL. MIN. STANDARDS NOTED ON PLANS. 2. NON-AGGEPTABLE: Types which do n0l; reseal if seal is broken. �overn the Work except where more restrictive items are speclfied: 2 coats Semi-gloss exterior enamel Q (`(� v O Z Q AN51 A017.1. exposed to view. D. SEALANT COLORS: White,black, gray,alumbinvn, limestone,and 2. gum Association cifications. 1a- ~ c. JOINTS: Provide maximum gap of 1/I6 inch. B. MATERIALS: 2. OTHER LOCATIONS: No irmprovement from mill finish required I. METAL PANELS: brown. Provide clear silicone For glass Joints, 3. A55TM G 754. H. TYPICAL INTERIOR SYSTEMS: � J Y_ CL exce�)t preparation for g(olvanizing or priming. a. PANEL: Provide a 22 gage minimum aluminum panel which 4 ASTM G 840 I. CONCRETE MASONRY UNITS: 0 Q e� Forms vertical reveals 2 inches on center,conforming to A5TM E. SEALANT MANUFACTURERS: I coat combination filler and sealer. O 3. WEL[�15: Grinding not regwired. � Midland MI 4F8640(800) 248-2345. 2 coats flat latex. 4. BOLTS: Exposed bolts permitted. A 44b, in a flat (striated) non-patterned finish with a Duofinish I. Dow Corning Corporation, B. FRAMING: Refer to Rough Carper". 500 coat in the color to match Pennzoil Red. Finish m be 2. General Electric Company,Waterford W 12I88 (5I8) 231-3330. 2. PAINTED WOOD: �., V Z 3. Pecora Corporation, Harleysville, PA IcR438(215) 123-6051. I coat Oil base enamel underwater. Factory applied or field tooted,complying with the require- rp ys G. WALLBOARD: «Provide standard gypsum board,ASTM G 36,fire-rated 2 coats Satin enamel. � � Z J SECTION 06220 - MILLWORK ments of the Painting Section. Provide a 26 gage minimum 4. Tremco,Cleveland,OH 44104 (216) 22c1-3000. board, tie G or X,ASTM C 36, moisture resistant board, A5TM G 3. GYPSUM DRY WALL: W J LUly N t galvanized steel interior Face,conforming to A5TM A 611,In 630. I coat Sealer and rimer. ►-� A. MINIMUM COMPLIANCE STAND>ARDS: Quali Standards of the a flat sheet with a baked on sin primer. Panel faces shall F. ACCESSORY MATERIALS: p J fV Q "Quality op pr 2 coats Semi loss latex enamel or Architectural Woodwork Indust " (AWL. I. BACK-UP FILLERS: Non-absorbent,none-staining, expanded,closed D. TRIM AND ACCESSORIES: Galvanized steel,provide USG Reinforced e _J O Q try contain no other surface features. �' oil base enamel. Q J W N cell lastic or rubber compatible with sealants used. Our-A-Bead corner beads 056 200-A trim, and U55 Og3 expansion � B. PLASTIC LAMINATE: Use horiaontal grade typically.Vertical grade b. JOINTS: Provide offset interlocking type joints on nominal 12 a. ANON-SUITABLE MATERIALS: Oil (or bituminous es and joints. ' 4. STEEL: (Primed 4 fabricator) inch centers with Factor Installed conceared weatherproof oof types may be used For cabinet Interiors and vertical su aces of kets y �'�' oaf, I coat Touch-up o primer. � 0 Q Q cabinets.Use balance sheet as required by AWI. b. SIZE AND SHAPES: Round s uarre,or rectangular,to fit Gores shall be 3/4 Inch P5-1-r83 BD sure I plywood and edges 2. ANCHORS AND FASTENING DEVICES: Use standard non-wrro- - q E. APPLICATION TU STEEL FRAMING: P/ WO Expo p y ge various job conditions. I. LENGTHS: age longest practical lengths. Small pieces permitted live anchors and fastenin devices. No fasteners shall be visible 1 fill SECTION 10510 - TOILET ROOM AGGE55ORIES O shall be self-edge unless specified otherwise. g 2. GOM'RE551BLE FILLER: only as necessary to fill the spaces. Z •• I. "Nevamar",Exxon Ghemical Co. on the face of the panels. " " RE a. W(II-Seal illbruck/usa,Troy, MI 4t8084 (313) 585-4363. 2. DIRECTION- Long direction across framer except vertical A. MINIMUM COMPLIANCE STANDARDS: The follows Documents I- 2. "Wilson-Art",RalphWilson Plastic Co. 3. PERIMETER TRIM: rovide required extruded trim of same finish oy n9 g p and color as wall pawls at of wall,bottom,corners,and b. "Emseal",Emseal,USA., Inc. Stamhford,GT Obg03 (203) application may be used on walls provided boards reach to ceiling Items, +J Z m 3. "Formica", The Formica Corporation. p 322-3828. govern the Work except where more restrictive ore specified: O < 4. "Pionite',SterlingEn ine:ered Products. treatment at soffit. 1n one iece. r AN51 AII7.1. C O (� g 4. APPROVED MANUFACTURER: ecifrcations are based an IN- 3. PRIMERS, GLEANERS,TOPCOATS: Use, only materials listed as 3. ORDER OF APPLICATION: Ceilings first. � Sp 2. ADA Guidelines. 'J IOA anels,Versawall, H.H. Robertson Co.,Pittsburg, PA 15220 suitable In sealant manufacturers instruuctbns. Test For staining, 4. BOARD CONTACT; Apply so edges touch. Do not force fit. G. SOLID STOCK- p g B. APPROVED MANUFACTURERS: I. M015TURE CONTENT: 8� - 13% at time of Installation. compatibility,and durability before o�ceed (412) q28-7500. Other manufacturers must meet or exceed this Pa ty� y Pr' Ins• 5. END JOINTS: Must occur over supports. Maximum gap is I/4 I. Bobrick Washroom Equipment, Inc.,North Hollywood.GA g16i05 "Premium" standard of quality. inch. 2. NATURAL FINISH HARDWOOD: Comply with AWI Premium q y• G. INSTALLATION: Proceed only when conditicons are suitable for b. STAGGERED JOINTS: Required For partitions and ceilings so end (213) 764-1000. Grade. G. INSTALLATION: satisfactory performance of this Work. FolIlow manufacturer's printed orris E not Jalign In a w 2. Bradley Corp.,Menomonee Falls,WI 53051 (414) 251-6". 3. PAINT GRADE HARDWOOD: Any species without coarse grain. Instructions for use and installation of his prooducts. Arrange 7, SCREWING: any ay. 3. Watrous, Inc.,Northbrook, IL 60065 (312) 480-8g10. PAGE : I. Install panels on structural steel members as detailed on Drawings, procedures and devices to protect other I,Work from disf urement and 2. Install flashing,corners,and interlocking panels to provide aa. EDGE LOCATION: At least 3/8 Inch from board edges. D. SOFTWOOD PLYWOOD: P5-1-83. Ical damage,and correct damages resulting from this Work. Prior b. EDGE SPACING: 8 inches for walls; G. MOUNTING LOCATIONS; Refer to the Drawings. When not shown, watertight system. 7 Inches for ceiling. , I. EXP(�ED: Medium Densii�y Overlay (MOO). 3. Provide intermediate bracing where required for proper support. o ordering or delivering materials,conductt adhesion test on all submit manufacturers recommendations for locations and mounting 2. SEMI-EXP05ED: Grade B. 4. Repair I replace damagedmaterlal. substrate materials. If inadeq�uate adhestom is evidenced,consult with height before proceeding. 3. CONGEALED: Grade D. the Architect before proceeding. Follow Me recommendations of the 3 Sealant 8 WaterprooFers Institute's 'SEALANTS: The Professional Guide" D. INSTALLATION: Securely fasten each item to prevent dislocation or for Joint design and Installation details. vandalism. Attach each item plumb and level in the locations Indicated. 0f 15 P 9 5 Po Leurvl Lake! EX, A/G UNIT , ry TO REMAIN ` 5 —•� — / 51T1= r , Ma_"Mk Pat*DISMcf EX. RETAINING WALL TO REMAIN LOCATION .' i >.; 'r :n b' THICK CONCRETE STEP w/ AND BE RETROFITTED TO SUPPORT :'.. BROOM 51,,EPT FINISH. CONTROL PROPOSED STOOP 5 / e JOINTS® IO MAX. SLOPE 1/4' Laurel o �I K TO 1/2' ACR O55 WALK. / I''�- . /AX UNIT TO BE REMOVED AND \,\ �� '�°O I �5PHALT RELOCATED AS SHOWN \\ , �' ,%:> {,' °z,:,; ,s.;.-: @4� ;,;• :;�:',, VEMENT o L-J TfION FOR INFORMATION E 5 I RELOCATE(EXISTING) A/C UNIT DUMPSTER AREA SEE SHT 8 \ .. a 25 EX GONG B w w'• ,t` 4 PAD yy/ c _ _ a;° :. :• - -�::: ''r: 6EN. EXISTING o PROPOSED P.G. _, 4~ CART F �Yrt � ,. �7 j ZTS `t TORA STAIR TO MEET - 1 5 GE ; PROPOSED EXISTING GRADE BNaAa Polnt' 1- I r. A/C COMP o '-° 1 EX. RETAINING WALL ° EX EL.° J � MTR � TO REMAIN LOGA�T ION MA<P: O / � � �' EX.GONG PAD ` � NOT TO SCALE W ELEC.XFMR EX 5TI w ,� / o EX.5LATE I wm— Hm BUILDING TABLE b PATIO I / FNo. BUILDING TYPE BUILDING USE AREA I EXISTING ASPAULT ° A EXISTING GLUBHOUSE ASSEMBLY 6,255 5Q.FT. ��i 4 PARKING AREA ° oa, B EX15TINO CART 5TORAGE STORAGE 5,111 50 FT. IG EX15TINO POOL HOUSE ASSEMBLY 1,248 SOFT. ® EWALLG. 3 I / E I D EXISTING MAINTENANCE 4 PUMP HOUSE STORAGE 4,204 50 FT. x I / E EXISTING HALFWAY HOUSE STORAGE 55b SOFT. I ° o O O ° 7SI at` \ I � XN Li 1 ° � w � F EXISTING SUPERINTENDENTS HOUSE RESIDENTIAL 1,9l8 SOFT. ° 51 TE PLAN BASED • l STEP P DETAIL T A I m�x.T�� i o� s � ON SURVEY BY: EX CHAIN LINK FETNGE wM YOUNG I YOUNG, LAND 5URVEYOR5 • 400 OSTRANDER AVENUE � EX.CONC. - RIVERH D, NE.W PORK I Ig01 •• I" O FrsV 8 4 O 8 ib 32 40 48 (516) EX.P001 727-2303 W N v 30,00. GRAPH4IC SCALE I/8" = I'-O" m EX.TE%15 COURT' ° EX15T. 8 X A-•1 a > Q w G SITE DATA:Ham -Nm ° OWNER: LAUREL LINKS, LTD. W EX, EX,CA LNG / 1 LL CHAIN LINK FENCE t KALK BRICK PATIO SUFFOLK COUNTY TAX MAP No.'s, EX.CON,,5LXK wa / ( I I 015T: 1000 SEC: 125 BLOCK: 04 LOT: 24.2-3 Q �NG. 1 `E '"°"° AREA OF 51TE:: 6,7135,132.00 5G2.FT. (1541 ACRES) � < Lf) a S (f) kV ZONE:: A-C (AGRICULTURAL CONSERVATION) � CL c LIJ � EX RO CaNG PAD � � � � Q CO POOL ECUIP / o� �,�..• -•.� USE: RESIDENCE AND GOLF COURSE Q bMET �T� NN / � GROUND WATER MANAGEMENT ZONE: IV F-�-� m METHOD OF WATER SUPPLY: PUBLIC DATUM: NGVD (M5L Ig2q) Lu � _ ojo56OPE OF WORK: / \I ENGINEER:I CONVERSION OF EXISTING ATTIC SPACE TO MEMBER LOCKER ROOMI SPACE IN - -�� G I TOILET ROOM,SHOWERS AND NEW INTERIOR AND EXTERIOR STAIRS. MODIFY IV ® 1 FIRE PROTECTION EQUIPMENT. �� F�IAEY ENLARGED PLAN PAR< IN(5 AREA ° SEWAGE DESIGN GRITERII�: n \ ��h O / GROUNDWATER MANAGEMENT ZONE IVU;/T METHOD OF WATER SUPPLY - PU$LIG =`•irl / \ ALLOWABLE SANITARY FLOW = b00 GPD/ACRE 60 30 O 60 120 180 240 300 _600 6PD x 151.06 AC g4,236 GPD ll�s GRAPHIC 5GALE 1" = (00'-0" DENSITY CALCULATION (51TE): JEFFREY T. BUTLER, P.E. PARKING GALGULATION5: 1 CLUBHOUSE: 204 5TALL5 0 15 GPD/STALL - 3�p60 GPD . . � � LorSPr�Aos Auv oPEr+OF LqlRa�� \ PROSHOP(RETAIL): q 12 S.F. ® 0.03 GPD/S.F. 27 6PD �••� � EXISTING ON 51TE PARKING CALCULATION: '�`403"4 ACRES \ RESTAURANT: 165 SEATS o 10 GPD/SEAT 1,650 GPD 325 EXISTING MEMBERS y2 MEMBERS = 163 SPACES L" CART STORAGE BLDG: 5111 S.F. ® 0.04 GPD/SF. - 2101 GPD m 22 EXISTING EMPLOYEES ® (/EMPLOYEE = 22 SPACES o© POOL HOUSE: PRIOR QTY REQUIRED: 155 SPACES SPA: 124b 5.F. ® 030 GPD/S.F. - 314 GPD PRIOR QTY PROVIDED. 204 SPACES / '�- BATHING: 50 OCCUPANTS ® 5 6PD/OGG. + - O O � )- PARKING SPACE REQUIREMENT HAS NOT BEEN ALTERED BY / 4 SHOWERS ® 50 GPD/SHOWER - 500 GPD LL L7] CATERING: UP TO 34 0 5 GPD/CAPITA 170 GPD � Q Q /5F P 16& 6PD 4 4 S 42 L E NAN AINMTEC BD6: 0 .F. 0 0.0 6D = (� }- THE SCOPE OF PROPOSED WORK. \ / �- \ 7-_ Q SUPERINTENDENT RE51DENGE: 300 GPD - 300 GPD :< m W } ___ HALFWAY HOUSE: Q Q Z Q \ 1200 S.F. 0 0.15 CPD/SF. - 150 GPD 100 GOLFERS 0 5 GPD/GOLFER - 5i00 GPD LL- _ < Q_ (40% OF 250 TOTAL GOLFER5/DAY) Z 0 DY [L LOT 30 RESIDENCE: 300 GPD - 3�00 GPD Q < Q < _- - - - TOTAL EXISTING FLOW(DEN5ITY) = 1„43b GPO Q -1 } O- z \ /OUr PAZ-a of IAM LWS`/ - Z 2 OPEN 5PACE AREA- \ 200qt3 ACRES 0� DEN51 TY GALG FOR EX 15TI NO N O _ \ Q SANITARY 5Y5 No.l : O < O Q N Q� LL- CLUBHOUSE: 204 5TALL5 0 15 GPD/STALL = 3,L')b0 6PD LL p \ \ PR05HOP (RETAIU: q12 S.F. 0 0.03 GPD/S.F. 2-1 GPD (j) Q Q RESTAURANT: 165 5EAT5® 10 6PD/5EAT Ib50 6PD TOTAL EXISTING FLOW(DENSITY) = bm 6PD � � EX. GREASE TRAP ► Z REQV: I TRAP 12V x 5' LIQUID DEPTH = 4p00 GPD d UP z m I- �„�„� USE: I TRAP 120 x 5' LIQUID DEPTH = 4,0000 GPD 3 UP O O 0 < EX. SEPTIC TANK REQV: &,031 GPD x 2 DAYS = 16,p14 GAL. USE: 4 TANKS 120 x 6 DEEP - Ib',000 GAL. EX. LEAGHING POOLS P AG E : REQV: &,031 GPD / 15 GPD /5.F. = 5,358 5.F.5WA. �/ E -� PLAN IL A�I USE: 15 POOLS IOV x 12' DEEP = 5,652 S.F.5AA. I\ I Y NOTE: THE PROP05EO WORK DOES NOT GHANGE THE CLUBHOUSE MEIMBER5HIP OR IL THE CLUBHOUSE USE. NET CHANGE TO LOCKER QUANTITY AND PARKIING STALLS 15 400 200 0 400 800 1200 I600 2000 ZERO. SANITARY FLOW REMAINS UNGHANGED FOR THI5 PROPOSAL. ORAPHIG, 5GALE 1" = 400'-0" of 15 u ui in 12 0 0 0 0 12 12 TOP OF PLATE u 12 i 12 12 I I I 111 wil I �,mz� 20 20 a 20 n 0 0 0 0 0 0 Mll V u u u u ULI TOP OF 5Lk3 FLOOR TOP OF GEILING o 0 0 0 v o TERRACE OMITTED C� FROM VIEN p tV HMO AWMHMN9ZJm 1 FINISHED FLOOR: o FINISHED FLOOR _ _ TOP OF SUBFLOOR • � TOP OF FOUNDATION Q 3 RELD STONE VENEER J 0 3 � O —"� ��^ FIELD 5T o - 1 TOTAL 'FINISHED 5URFAGE OF THE FLOOR ABOVE THE BASEMENT 15<61-0" ABOVE FINISHED GRADE = 36'-II" LINEAR FEET (THIS VIEW m 1 N -8 WEST ELATION - (NO CHANCE) SCALE: 3/I6" = I'-0" 1 II TOP OF FOOTING W Lu u- Xz STORY AB0\/E ORADE PLANE CALCULATIONS : m �o REOUIREMENTs < L() 26-0' 25'-0' 100-0" 301-0' 100-0' 25'-0' A BASEMENT SHALL BE CONSIDERED AS A STORY ABOVE GRADE PLANE WHERE THE FINISHED QLu SURFACE OF THE FLOOR ABOVE THE BASEMENT IS, MORE THAN 6 FEET ABOVE THE FINISHED (L y t GRADE FOR MORE THAN 50 PERCENT OF THE TOTAL. BUILDING PERIMETER. Q d EXISTING CONDITION: TOTAL BUILDING PERIMETER = 380'-2" In N Q Q 4 50'-SY2" (NORTH) + O'-O" (EAST) + 23'-0" (SOUTH) + :ih'-I I" (WE5T) = 110'-11Y- m tv zv �V TL LIN FT OF FIN SURFACE OF THE FL ABV BSMNT> 6' ABV 6RADE PLANE = 110'-IY2" ALLOWED: IQ TL PERIMETER x 50% = TL LIN FT ALLOWED J 560'-2" x 050 = IqO'-I" W Lu TOTAL ALLOWED = IqO'-I" LIN FT h Zj TOTAL PROVIDED = 110'-16" LIN FT ESO T ENGINEER: BASEMENT LEVEL DOES NOT MEET THE DEFINITION OF A 'STORY ABOVE GRADE PLANE'. .� ICI -'�.•'�� R,` ` f N 1 LZI 4 4 JEFFREY T. BUTLER, P.E. o 0 0 0 0 20'-0' S'-0' 20'-0' I00-04 V-II' 18'-1' 61-V 10-0' 20'-0" 5'-0' . . Q Hill o HLl ' IN I I Jilin Jill 11 —Ill Jill 11 nli j m LONER LE1/EL FLOOR PLAN IITII IIlTll Jill H11,11INIIII, TOP OF PLATE O SCALE: I/I6" = I'-O" o Q �-- CQ (TOTAL BUILDING PERIMETER = 380'-2" LINEAR FOOT) �L Q } 0 0 0 0 0 } v � O z O E D STONEGHIMNEYJKI J Lu < _ TOP OF SUBFLOOR ja ASPHALT ROOF SHINGLES — TOP OF GEIILING Z WHITE TRIM W J n� � r fQ � O Q • < � LLo • ' I1 � o o'�j 2 J � O O FE:1 � ° � z w FINISHED FLOOR o o z CD - FINISHED FLOOR — — — — TOP OF 9BFLOOR Z O J TOP OF FOUNDATION -7 ►L • • 3� :, Q u33: O TOTAL 'FINISHED SURFACE OF THE FLOOR ABOVE THE BA5EMENT 15< 6'-O" ABOVE FINISHED GRADE = 25-01" LINEAR FEET(THIS VIEKI _ PAIGIE : SOUTH ELEVATION - (NO CHANCE) 5GALE: 3/I6" = 1'-0" TOP OF FOOTING 23'-0" of � � N I IT it I I If 11 11 If 11 1111 11 11 It 11 9111111111 11 1 ri TA.PLATE — — IT It It IT III a 4 PERFECTION HIND E TA.909.00R — TA.CFILMiA — — 1 Q EX15TINO CEDAR o I _ _ PERFECTION SHINGLES E Ll FINISHED FLOOR TA.SUBFtooR 1 TA.F01MA" 1 _ TOTAL 'FINISHED 51JREAGE OF THE FLOOR ABOVE THE BASEMENT 15 <6'-O" ABOVE FINI5FED GRADE = 50'-ek2o LINEAR FEET -- -- -- -- -- --' -- z z 7z z Ir 4 z 4 z 4 zz zz 44 44 41 zz zz zz (THIS VIEW rr ��• EN GE V m AREA _ o OF WORK �On [� EXI5TIN6 FIELD [��n CDC EX15TING FIELD STONE VENEER `� • r D /iP STONE VENEER COMPACTION NOTES: TA.Fi00TM16 • VREQUIRE — MEN15: SUB & ADE PREPARATION CONTINUED m 50'-8 I/2" I) WORK SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS BEEN SHOWN THE PROPER 5)NATIVE 501L COMPACTION: )— X REPORTS STATING THAT ALL HAZARDOUS MATERIALS IF ANY HAVE BEEN REMOVED COHESIVE AND COHE510NLESS NATIVE SOIL SHALL BE COMPACTED TO C15% AND 100% FROM THE SITE USING FEDERAL,STATE,AND LOCALLY APPROVED METHODS AND OF THE OPTIMUM DENSITY, RESPECTIVELY, PRIOR TO PLACEMENT OF FILL. PROCEDURES FOR THE MATERIAL 114 QWESTION. NORTH ELEVATION Xz � 4)FILL SELECTION AND COMPACTION: 2JALL STRUCTURES, BOTH ABOVE AND BELOW&RAVE ARE SHOWN AS A GUIDE. LOCATION THE MOST COST EFFECTIVE FILL MATERIAL FROM THE FOLLOWING SHALL BE USED, 5GALE: 5/16" = 1'-O" OF SUBSURFACE STRUCTURES ARE ESTIMATED TO BE LOCATED AS SHOWN. THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE LOCATION OF THE -SAND-61RAVEL MIX(15 TO 396 FINES< 0.02 MM AND GBR 2 17), SUBSURFACE STRUCTURES SHOWN OR THOSE STRUCTURES NOT SHOWN. -GRAVELY SOIL 0 TO 6% FINES< 0.02 MM AND GBR 16), O W d) CONTRACTOR(S) SOILS 0 TO 65I5 FINES < 0.02 MM AND GBR 2 a), 3JWORK SHALL BE PERFORMED BY THE ONTRAGTOR(S) AT THEIR OWN R15K AND -SILTY GRAVELY 501L5 (6 TO 1096 FINES < 0.02 MM AND GBR Z 8), CL LIABILITY. ALL DAMAGE TO THE RIGHT OF WAYS, SIDEWALKS,CURBING BOTH ON SITE _51-Ty SANDY SOILS(6 TO 15% FINES < 0.02 MM AND GBR > 6), OR ADJACENT TO THE WORK AREA Al"WI BE REPAIRED OR REPLACED SOLELY AT THE .;7 ,1,AjyEy GRAVEL SOILS (OVER 2096 FINES < 0.02 MM AND GBR > 5), CONTRACTORS EXPENSE. -GrAYEY 5ANDY 501L (OVER 20`+7i FINES < 0.02 MM AND GBR > 5), 4JTO THE BEST OF THE ENGINEER'S KNOMLED&E,NO ENVIRONMENTAL HAZARD(S), THAT fh'i' cNGINEER RESERVES THE R16HT TO HAVE 501L TESTS PERFORMED TO CONFIRM m COULD BE AGGRAVATED BY THE WORIK EXISTS ON THIS SITE. THE SUITABILITY OF ANY FILL MATERIAL. THE CONTRACTOR SHALL SPREAD AND 5)TH CONTRACTOR IS ADVISED TO USE CAUTION WHEN EXCAVATING AND OR REMOVING CO ACT THE FILL MATERIAL IN 6 INCH MAXIMUM LIFTS. EACH LIFT SHALL BE COMPACTED TO 95A5 OF THE OPTIMUM DENSITY. COMPACTION SHALL BE J SUBSURFACE STRUCTURES, PIPING, ETC-, DUE TO THE LIMITED AVAILABILITY OF ACCOMPLISHED AT NO LE55 THAN OPTIMUM M015TURE CONTENT UP TO 296 WETTER. INFORMATION CONCERNING SUBSURFACE UTILITIES. OPTIMUM DENSITY AND OPTIMUM M015TURE CONTENT SHALL BE AS DETERMINED BY ^ I- 6JADEQUATE FENCING-► 15 TO BE ERECTED AROUND THE PROPERTY, INSIDE OF THE A5TM D1557. NO RUBBLE TRASH BOULDERS OR OTHER DEBRIS WILL BE ALLOWED ~� A5 FILL MATERIAL IN ANY USAGE. SIDEWALK, BY THE CONTRACTOR PRIOR TO THE START OF WORK. THE CONTRACTOR IS ENGINEER: TO MAINTAIN THE FI°NGE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL EXCAVATIONS HAVE BEEN FILLED WITH SUITABLE BAGKFILL OR THE SUB GRADE PREPARATION CONTINUED E PROPOSED SUBSURFACE STRUGTURE(W HAVE BEEN INSTALLED AS SHOWN ON THE � '+'PROPOSED SITE PLAN. FOR UNSTABLE SOILS WITH LESS THAN 250 P5F COHESION OR ULTIMATE BEARING CAPACITY OF LESS THAN 500 PSF,6EOTEXTILE FABRIC SHALL BE INSTALLED IN ALL � R(rY gUT 7J GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SITE. THESE GATES WILL BE UTILITY AND PIPING TRENCHES AND TANKHOLES TO REDUCE MIGRATION OF SECURELY CLOSED AT THE END OF THE DAY WHEN OPERATIONS ARE CEASED AND THE FINE-6RAINED SOIL AND SEPARATE DISSIMILAR FILL MATERIALS. THE 6EOTEXTILE C� WORKERS HAVE LEFT THE SITE. MATERIAL SHALL OVERLAP ADJACENT 6EOTEXTILE MATERIAL BY A MINIMUM OF 12" AS - NEGE55ARY TO COVER THE INTENDED AREA. GEOT•EXTILE FABRIC SHALL BE GTF130EX, BE PERFORMED BY THE CONTRAGTOR(5), IN TYPAR 3401,GTFI50EX, OR TYPAR 5601 AS MARKETED BY EXXON CHEMICAL AT 6JEXGAVATION PROCEDURES SHALL c' STATE AND LOCAL GORES AND REGULATIONS. I-WO-54-EXXON. - ACCORDANCE WITH ALL FEDERAL,5TA PROPOSED VINYL RAIL F` �- 5Y5TFM BY "WEATHERWI5E" �.� gJ6AS, ELECTRIC,PROPANE,SEWER,POHER, WATER AND OTHER SERVICE CONNECTIONS 6) BAGKFILLIN6 TANKHOLES, ETC.: SHALLBE DISCONNECTED REMOVED,OR SEALED IN CONFORMITY WITH THE BAGKFILL FOR ANY EXISTING TANKHOLES SHALL MEET THE REQUIREMENTS OF THIS PER CODE (MASER 1012 AND APPLICABLE RE6UL.ATIONS OF THE PUEBLIG UTILITY OR THE MUNICIPAL AGENCY HAVING SECTION. LIKEWISE, BAGKFILL FOR OTHER HOLES LEFT BY REMOVAL OF SWIMMING I64T.'i) SEE MATERIAL GUT JURISDICTION, POOLS, BASEMENTS, ETC. SHALL COMPLY WITH THIS SECTION ALSO. SHEET AND CODE JEFFREY T. BUTLER, P.E. COMPLIANCE RESEARCH 7J BAGKFILLING TRENCHESt REPORT (42" HIGH, 4" MAX. SUB GRADE BAGKFILL FOR UTILITY TRENCHES SHALL BE WELL-6RADED,GLEAN, FRESHWATER SAND, 5PAGIN6 BETHEEN GENERAL FREE OF SILT AND CLAY PARTICLES. BACKFILLING SHALL OGGUR IMMEDIATELY AFTER IJ IN ORDER FOR THE PAVEMENT TO BE [DURABLE,THE SUB GRADE MUST BE PROPERLY THE LINE OR CONDUIT 15 IN PLACE TO PRECLUDE GAPING OF THE TRENCH SIDES. PRIOR BALLUSTERS) TO INSTALLATION OF THE LINE OR CONDUIT,A 4 INCH CUSHION OF SAND SHALL BE PROPOSED 6" Ti-KICK CONCRETE PREPARED. THE Gc2NTRAGTOR SHALL, PREPARE THE SUB GRADE IN AGGORDANGE WITH PROVIDED. STEP w/ BROOM SWEPT FINISH. P IFICATIONS USING THE NECESSARY MEANS AND MATERIALS TO PROVIDE THESE 5 EG STEPS TO HAVE MAXIMUM RISE C/1 � O v � THE SPECIFIED REECILTS. NOTHING IN TrHE FOLLOWING SITUATIONS CAN BE FORESEEN. 6J AREAS OUT5IDE THE PAVING SHALL BE FILLED AND COMPACTED AS NECESSARY WITH OFT' AND MINIMUM TREAD OF II" THEREFORE,NOTHING IN THE FOL.LOWINIG SHALL RELIEVE THE CONTRACTOR OF THE 501L COMPLYING WITH TH15 SECTION. EXCEPT THE TOP 6 INGHE5 SHALL BE NATIVE RESPONSIBILITY TO NOTIFY THE ENGINIEER OF SPECIAL PROBLEMS,AND IN THE END, TO TOP501L SUITABLE FOR GRA55. AREAS REQUIRING GUT SHALL ALSO BE PROVIDED WITH (TAP) O U- CD PROVIDE A SOUND SUB GRADE. 6 INCHES OF NATIVE TOPSOIL FOR GRASS. FINISH GRADE FOR THESE AREAS SHALL BE I INCH BELOW TOP OF CURB. AREAS SHALL BE SLOPED TO DRAIN AT A MAXIMUM OF uj 2) USING 501L TEST DATA 4:1 UNLESS OTHERWISE INDICATED ON THE SITE OR GRADING PLAN. TO THE PROP VINYL RAILING Q AT ITS OPTION,THE ENGINEER MAY PROVIDE 501E TEST INFORMATION � � � � } CONTRACTOR. IF PROVIDED, THE DATrA WILL INCLUDE CLA551FICATION OF THE 501L IN AND 5PINDLE5 OMITTED ACCORDANCE WITH THE UNIFIED SOIL CGLAS5IFICATION SY5TEM (ASTM 02467). THE SUB GRADE PREPARATION CONTINUED THE DATA WILL BE IINTERPRETED BY THE ENGINEER. U-FOR CLARITY Q < O SIGNIFICANCE OF 9J '� (� COMPACTION TESTING: X OL SOILS DESIGNATED AS HIGHLY ENCPAN5IVE (GH, MH,AND OH) MAY REQUIRE LIME THE ENGINEER WILL ENGAGE AN INDEPENDENT TESTING LABORATORY TO PERFORM(I) A O �` O Q STABILIZATION AND/OR SELEGTIV/E REPLACEMENT WITH SUITABLE SOILS. SUCH STANDARD PROCTOR TEST (ASTM 01557) ON THE FILL MATERIAL (OR NATIVE SOIL 5PEGIAL TREATMENT5 WILL BE DETAILED IN THE 51TE-5PECIFIG BID DOCUMENT5 IF PROCTOR TEST (ASTM DI557) ON THE FILL MATERIAL (OR NATIVE SOIL IF NO FILL 15 Q Q O THE COST IS TO BE INCLUDED IN?HE CONTRACTOR'S BASE BID. USED) AT LEAST 72 HOURS BEFORE THE CONTRACTOR INITIATES COMPACTION AND (2) A MY LEAR DENSITY 6AU6E (ASTM D2a22 AND ASTM 03017) OR SAND GONE (ASTM 01556) W Z SOILS DESIGNATED AS HIGHLY ORGANIC (OH, OL, AND PT) MAY REQUIRE TEST AT A MINIMUM OF THREE RANDOMLY SELECTED LOCATIONS TO MEASURE THE _ SELECTIVE REPLACEMENT WITH SUITABLE SOILS. THE NEED FOR AND THE EXTENT DEGREE OF COMPACTION OF THE SURFACE SUB6RADE. IF THE RESULTS FROM THIS O O Z J Lu OF THIS TREATMENT WILL BE DETAILED IN THE SITE-SPECIFIC DOCUMENTS IF THE TEST FOR THE FILL OR NATIVE SOIL DO NOT MEET OR EXCEED THE DEGREE OF } J IY CV r G05T 15 TO BE INCLUDED IN THE CONTRACTOR'S BASE BID. COMPACTION SPECIFIED IN THIS SECTION, THE COST OF TESTING WILL BE DEDUCTED O O O O 1.4 _I O N FROM THE CONTRACT AMOUNT,AND THE TESTING (2) WILL BE REPEATED. O Q � Q\/ 0 � U� J 0 (3 N THE CONTRACTOR SHALL INSPECT THE SUB GRADE AND NOTIFY THE ENGINEER OF - Q/ ANY CONDITIONS REQUIRING SPECIAL CONSIDERATION NOT ADDRESSED IN THE 10) THE CONTRACTOR MUST REMOVE THE EXISTING SANITARY SYSTEM IN ACCORDANCE WITH Lu Q LL O 0 SITE-SPECIFIC, BID DOCUMENTS. 'THE EXTRA CO5T OF UNANTICIPATED REMOVAL/ THE STANDARDS OF THE S.C.D.H.S. CONTRACTOR 15 RESPONSIBLE FOR ALL ��yy ly REPLACEMENT WILL BE BASED ON THE �-16 S ✓tW0VOE WITH THE BASE BID. INSPECTIONS AND SIGN-OFF OF SAME. O PROPOSED "Q J THE COST OF UNANTICIPATED LIMIE STABILIZATION OR OTHER SPECIAL TREATMENT WILL BE NEGOTIATED. 11) CONTRACTOR 15 RESPONSIBLE FOR HAVING THE PROPANE TANK PUMPED OUT AND P.G. STOOP AND STEPS �/ O (SEE 5HT 8 FOR CERTIFIED AS EMPTY PRIOR TO RELOCATION. LL O SUB GRADE PREPARATION Q INFORMATION) O Z L� IJ THE CONTRACTOR SHALL REMOVE ALL VEGETATION, SURPLUS SOIL,DEMOLITION RUBBLE, AND OTHER UNDE51f2ABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED U FROM THE 51TE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAW5 AND O CODES. THE CONTRACTOR SHALL SHAPE THE SUB &RAVE IN ACCORDANCE WITH THE GRADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF THIS ROUGH GRADING'5HALL BE WITHIN 1/2" HIGH TO I" LOW. PROPOSED FIELD STONE DURING THI5 OPERATION THE CONTRACTOR SHALL NOTE ANY SOFT AREAS THAT VENEER ® STAIR FACE BECOME APPARENT AFTER TRAFFIC BY CONSTRUCTION EQUIPMENT AND LOADED TRUCKS. SUCH SOFT AREAS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING AND EXPOSED WALL TO F A O E MATCH EXISTING THE METHOD OF TREATMENT REQUIRED, IF ANY. 2J MAINTAINING DRY SITE CONDITIONS: DURING PREPARATION OF THE SUB GRADE AND UNTIL THE PAVIN6 15 IN PLACE, THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE MEASURES TO OBTAIN AND TO MAINTAIN A DRY 51TE CONDITION. 5UGH MEASURES SHALL INCLUDE PUMPING OF FREE 1 SURFACE WATER,MINOR HAND AND/oR: MACHINE SHAPING TO FACILITATE WATER NORTH ELEVATION - DETAIL REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. 5GALE: 1/2" = 11-0" of 15 IIITII 111111 IIITII 1111 If fill if 111111 1111 11 ]111 11 111111 1 IT 111111111 Ill 11 11 if 111411 111111 fill 11 RWIIIIRIP mif if W-1 IIITII HITT 111111 IIITII Will 111111 111111 111111 111111 IIITII 111111 IIITII HITT 11 mill, 11 111111 IIIIIIIIIIIIIIITIIIIIIIIHIIII 1 11 11 if 11 11 11 1 11 11 11 111111 HII 11 111111 1 It 11 11 111]11 11 11 11 H 11 11 [1 111111 1 71"1 12 11 12 12 Hill 111111 111111 11 IT 11 111111 1 lil� I If 11 11 11 Ill i� ril if if if if if if if if if$1, ,, 11"1 , 11 1111 MillI If if if if liilllll�IP1111, 7 v 2 TOP of PLATE �2 12 12 Ill] fill 111111 111111 Ill 11 [ITT 2O - y1A 111111 4 IT III 11111fill ill 11 ,_ TOP of SWLOOR TOP OF LELIM XI TINO I T I EXISTING �)TAIR5 AND TERRAG.E OMITTED FROM VIER EX STI 167 4 G. COMILIANII b ENT R N1 IGE IF 11 LHr•.-;y�.: FINISHED FLOOR FINISHED FLOOR_ — — "�' " :; TOP of sueFLOna NE VENEE ��- n�� n�v0� oO� EXI5TIN6 FIELD STONE ENEER CQ �'' ;s.;.; Y':'`` l� EXISTING FIELD 5T0 D� �a ;:' Fly TOP OFFOu+oATton ,.., 4 _ _ 4 01 < = TOTAL 'FINISHED SURFACE OF THE FLOOR ABO V THE BA5EMENT 15 8-0 ABOVE FINISHED GRADE O'-0" LINEAR FEET(THIS VIEhU— — — — — — — m � m A5T ELEVATION a SCALE: 3/16" = 1'-011 — — — — TOP OFFoom W N AREA OF WORK A"' m W < Xz � omm7o Xp . Qwd) � o � o - W m W w ti ENGINEER: PROP05ED VINYL RAIL SYSTEM PROPOSED EXTERIOR BY "WEATHERWI5E" PER CODE DOOR MATCH EXISTING � (NYSB 1012 AND 160'1."1) SEE C MATERIAL GUT SHEET AND CODE REMOVE EXTERIOR WINDOW COMPLIANCE RESEARCH REPORT INSTALL PROP05ED DOOR ! > 3'-0" WIDE x 1'-0" HIGH . .'.'.'.' DOOR PERFECTION 5HINGLE5 IM AND CEDAR ® t' 17 349 MATCH EXI5TING 61 -10 I/2" JEFFREY T. BUTLER, P.E. PROP05ED 6" P.G. STOOP 5'.--7"..•.• AND STEPS (BALLANGE OF O O STEPS OMITTED FOR GLARITY) Gn O 1'-4" I'- Z .� O < u m #4 BAR (12" O.G.) O Q EMBEDDED 12" IN PROP ADDITION TO z Lu X. RETAINING WALL A Q J } 77J � O � . Q � � < [L TOP OF 505FLOOR - _ � D- r _ — FIELD STONE VENEER ® O }- � < ' FRONT FACE OF STEPS TO O Z In Z MATCH EXISTING O J Lu PROP05ED FILL (5EE (Y N r COMPACTION NOTES, TH15 > J -� N .: . Lu < :•,•• .,• ,'. DWG) O J LL Q) BUILD UP EX. WALL w/ III=III=III=III I I a E-" Lu P.G. TO MEET UNDERSIDE I—I I —I I —I I I—I I I—III <a U, p'� < OF PROPOSED STEP III—III—III—I I 1=1 1I— ` I=1 I I=1 I I=1 I I=1 I = z � � o 0 #4 BAR EMBEDDED 7 IN III—I I—I I—III _ < EX. WALL AND 12" IN I1 I I=1 I I=1 I II z w PROP. ADDITION III=III— m Z m =1II=1 w Z O < EXI5TING = a; � 0 RETAINING WALL EX15TING UNDISTURBED fD A(5 E : EARTH 2'-4" EAST ELEVATION - DETA I L - 7 5CALE: 1/2" = I'—O" of 15 E I N I SH SCHEDULE SYMBOLS ROOM FLOOR BASE WALL5 CEILING TRIM Lu 2"xb" EXTERIOR WALL v ® ® :. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. .:. . . . . . . . . .:. .:. .:. . . . . . . . . cl O ,S w 2 x4 EXISTING WALL TO REMAIN MAIN LVL (VESTIBULE) ® 10101 ® 0 PROP05ED 4" STEEL STUD PARTITION STAIRWELL 1 10 ® ® ® ® (FINISH TO MATCH EXISTING) SF UPPER LEVEL 0 4L Q (STAIR LANDING) EXISTING WALLS VARY IN THICKNESS, TOILET ROOM 101 1 0 0 0 10 VERIFY IN FIELD ALL DIMENSIONS �i� 8 TYPICAL SHOWER STALLS C ® ® ® ® 4 4 4 PROPOSED PARTITION CONSTRUCTION a STORAGE RM No.l 0 0 0 0 c: <4 4 4 4 4 4 c � iumm �m JANITOR'S GL05E"f 0 (® 0 0 0 n -LEfh 47::�2 2 2 5/& TYPE X 4 11/2" X 3 1/2" STEEL STUD, W' O.G. PASSAGE WAY ® 0 10If 4 4 4 4 2 R-11 INSULATION 4 4 4 5/8 TYPE X LOOKER ROOM 0 z ----------------- = - - - E 2 4 2 EMERGENCY LIGHT (W/2 HEADS FINISH NOTES: I D 6 F H I I. LAUREL LINKS GOLF CLUB TO SUPPLY AtND INSTALL '12" HIGH DOUBLE TIER I -- 4 4 4 4 2 x COMBINATION EMERGENCY LIGHT d EXIT SIGN HOLLMAN LOCKER 5Y5TEM IN LOCKER ROOMI. LOCKERS TO BE STYLE '1&5 I B A MODUAL5 FOR A TOTAL OF 170 LOCKER5. 5WPPLY BENCHES,TOWEL DROPS, _ 21 2 xl (No. OF HEADS A5 INDICATED) GROOMING STATIONS AND MIRRORS AS DIPICTED IN PLAN. INSTALL LOCKERS AND I I , , 31 32 ALL RELATED COMPONENTS INCLUDING BUT NOT LIMITED TO END PANELS,BASE TRIM, �-rr7-rr r-rr LATCHES AND ANGHOR5 PER MANUFACTURES, SPECS FOR A COMPLETE JOB.COLOR I I I I I I I I I I l r , f 5 SMOKE DETECTOR i l l l l l l lC2 TO BE DETERMINED. 3T 3l A--4-3_ 2 2. ALL DOORS AND DOOR HARDWARE TO MATCH STANDARD WITHIN BUILDING. e e i j i 2 2 3. NEW FLOORING TO BE SELECTED AND APPROVED BY OWNER,SUPPLIED AND q 9 INSTALLED BY G.G. B 36 SA ® 39 FD• OF 10 4. G.G. TO PROVIDE AND INSTALL RESTROOM PARTITIONS AND URINAL GUARDS AS 34 35 se SHOWN. PARTITIONS ARE: TO SELECTED AND APPROVED BY OWNER. COLOR TO BE u • m ° 2l — 21A 218 21G ;---- M DETERMINED BY OWNER. INSTALL PER MANUFACTURERS SPECS. Q______ __________� O 1 0 26 23 74@1"NOTES O 16 27 IS 1 ri �� W __J ' • oa 13 a w N I. SEE SHEETS I THRU 4 FOR GENERAL, DEMOLITION, GONSTRUGTION NOTES � � r- AND PROCEDURES. = 2. USE BENJAMIN MOORE PAINT OR EQUAL - DETERMINE COLOR FROM W m � X LAUREL LINKS REPRESENTATIVE. � 3. CONTRACTOR TO PROVIDE FIRE PROTECTION SYSTEM PER CODE 1 \/ ®® o o a o SEE ENLARGED STAIRWELL Q < REQUIREMENTS. SUBMIT PLANS TO FIRE MARSHALL FOR APPROVAL. x AND EXTERIOR ENTRY PLAN AND STRUCTURAL PART PLAN ` C� 0 Z SCALE: I/8"=I'—O" O 4 8 12 (THIS DWG) �, n 7- ci PROPOSED STOOP AND STEPS FOR p T- d) ACCESS TO PROPOSED ENTRY DOOR �� R- ]Z/ FOR FOUNDATION PLAN SEE SHT 10 / p FOR ELEVATIONS SEE SHT'S 6 AND 7 FOR DETAIL SEE 514T 10 / O O O O AREA. OF WORK W ENGINEER: PJEGI�; T. ROOF BELOW C,.� EXISTING W I6x40 FLUSH GIRDER ® ® ® (3)EXSTMYi 1 TEGO ��A " 7�4 �� . EXISTM6 CONNECTIONS �,'��SSlO"�, ' DROP I (TYP) 5'-1Oy4" " 3'-8" BENf.F1 EtENGFF rl TiPPOP05ED 3-1%xi6 LVL j PROPOSED OPENING AT JEFFREY T. BUTLER, P.E. AREA FLOOR JOIST UPPER LEVEL FLOOR . . p PROPOSED SLOPED CEILING OF WORK 2 PROPOSED O _ o x I FLOOR JOIST �, UNDER STAIR GA5E (5EE ,� � (n (SEE SHEET No.q FOR EXISTING STORAGE CRO55 SECTION) ENLARGED TOILET / I AREA If TO cn ® I PROPOSED SLOPED BE REARRANGED C) Q LOCKER ROOM PLAN I ®ENU, EiENGH CEILING UNDER STAIRCASE TO AGGOMODATE Q AND STRUCTURAL PLAN) I (SEE SECTION) STAIRWELL 'S O } CD OPEN TO BELOW = __--__ �Q == 1 TES N PROPOSED 3,- Q .� � } ICAD �' CONNECTIONS FRAME WALL �4 Q v p z o I (TYP) TO CEILING 0[� j) F- �/ ;... :: PROPOSED < BENCH BENCH I -q ----- STAIRWELL .ry p cY CL w�,r.�R T°R°P 0 FRAM WALL TO PROPOSED 10-- ---- -- - O J J_, b Q W RECESSED O ROOM CEILING LIGHTING _II--- --- 2b95 SOFT. (TYPIGAU O 12--- --- -- - PROPOSED OAIK -V �TA IRS MEGH. EGH. 13 D IDGE _--= I - - ---------- ; STAIRS AND RAIL w —1 lU � •( O •--1 w 1 ,O I 3.�� 3�•� �� 1 ( I x\ LANDING u O NL T H w 1 L, o .Y, ,� sT^Ire i rI O 3'-8" m ►� (� to TERIRAGE 45T.5 SOFT. �/ ---- :::::......:••::: . . .. \ ------ - OFFIGE (''� �___ uv uv uv �1 '• ! • 1_'_1 �fv� m .:. .. .. . .. PROP z w -0E RECESS LIGHTING < j m rows roTn«c«+c"i�ss I REMOVE EXISTING WINDOW AND INSTALL MIGHT LIGHT) O p O Q PROPOSED EXTERIOR DOOR v �,/ TaI ET ROOM PROPOSED STOOP/STEPS(FOR EXrTl* / ?°°A°sg INFORMATION SEE PLAN ABOVE) I bLov P A G7E ID00 Sf. UPPER LEVEL FLOOR PLAN (3)EwSnr _ �_ �� O 4 8 12 6TIIP�UCETEURAL PART PLAN STAIR'WELL ANDEXTERiORENTRY PLAN 5GALE: 1/8.I.= I O 3 2 SCALE: 1/4"= 1'-0" O 2 4 6 SCALE: 1/4"= 1'-0" O 2 4 6 of 15 • 42"MIN. 18" WHERE SPACE PERMITS, 14" VTR LEAD SLEEVE FLASHING - ExTEND GRAB BAR ON I (TIE INTO EXISTING) TUCK TOP INTO PIPE . o TRANSFM SIDE _j MIRROR SEALANT BY --LAVATORY' 54,m I ALL AROUND ROOFER IALFF� r -- 3 I \ MIRROR D. I 3 2 L^" lz" LAVATORYMAX 420 HN. IN. DOOR 4 3" •—•--r —r 1 1 —— L _ I -T 3 4 � �' Ida :, I I I I I I I l 212 12 12 1 1 i I Sal Sal 3"I CLEAR FLOOR P 1�IN I I I 1 I ( I I 1 H.G. AREA I TISSUE DISPENSER m MN.LAV.DEPTH LAV LAV LAV I I I I i I H.G. URINAL 30,MIN. A I � I I 3" I I W.G. W.G. 3 4 3° 3° H.G. 3a 3a I , \_146A.- 8 X 3.5 ® 4' O.G. MOP SINK FL DRN 5HWR SHWR SHWR LEAR FLOOR ARREA KAK • a tl= ba" MIN. TYP. BAND I CAPP D RE5T ROOM ELEVATI ON5 2" 2,i 211 G.O 3" G.O. . 3„ 3" 311 " PLUMBING DW35. G.O!. G.O. I . 4 G.O. NOT TO SGALE 4° 4" 4" (PER IGG 2003/ANSI All-f.l - 2 03) G.o 4" VENT STACK DETAIL , REFERENCE FOR MIN. D STANGE REQUIREMENTS TIE INTO EXISTING SANITARY RISER n n N NOTE (SEE SHT. 14 FOR ADD I I OVAL D I AC RAMS) HANDICAP r��B BARS sEcuR>=D TO wooD BLOGKIr& PIPING OR APPROVED SANITARY SCALE: � I/2 = I-O , AND LOCATED AS PER A.N.5.1. d C.P+..B.O.5TANDARD6 I SEPTIC SYSTEM (SEE ACCESSORIES) PLUMB I N& RISER D I AC RAM (NT5)- FIXTURE P-TRAP GHART TYP. NAND I GAPPED RE5T ROOM A L�SINKT RAPS = 2I4> a� ALL W.G.ALL ITY SINKS = 3"� NOT TO 5GALE ALL FLOOR TRAPS = 3"(P ALL GLEAN OUTS = 4"(P ON 4"0 LINE 3"0 ON 3"-P LINE 34'-6" FIXTURE RaroH-IN 50HEOULE FIXTURE GW HW SAN VENT NOTES 41 2'-10" 5'-0" 6'-8" I6'-0" 4'-0" WATER CLOSET 1" - 3" 2"' 1,2 URINAL 3/4" - 2" 1 1/2" 1, 2 LAVATORY 1/2" 1/2" 1 1/2" 1 V4". 1, 2 (3) EXISTING (3) EXISTING MOP RECEPTOR 3/41' 5/4" 3" 1 1/2" 1, 2 Q FLOOR DRAIN 3" I I/2" I . EX15TINO EXI5TING NOTES: N I.SIZES INDICATED ARE MINIMUM. LARGER SIZES SPEGIFIGALLY TOWEL '�y INDICATED ON DRAWINGS 5UPERCEDE MINIMUM SIZES INDICATED IN THI5 50HEDULE., DROP m fN a'BENCH `t 2. TERMINATION STYLE AND 51ZE FOR FIXTURE CONNECTIONS SHALL m BE A5 INDICATED BY FIXTURE MANUFACTURER p.� OcsJ O o , ® 0 5' W m FIXTURE 50HEOULE� u A-+ QTY DES 015CRIPTIONlo OO W m x Lu LL PROPOSED HOLLMAN ,Q 2 P-1 WATER OL05ET(HANDICAPPED): X < LOCKER MODEL 'B', 61-60 Z AMERICAN STANDARD 2251.103 X Z 55 MODUALS, 110 AFWALL E L Ib, Il' MOUNTING HEIGHT TO RIM;,WALL HUNG LOGKER5 (�'N j VITREOU5 CHINA,ELONGATED,TOP SPUD,FLUSHES ON I.b CD 1 O SEE OWNER FOR v LOCKER FINISH AND N �, W GALLONS. MM lt1 5 FLUSH VALVE: SLOAN NO. I II F-�: LLJ INTERIOR OPTION. (L BENCH �;� BENGH OS SEAT: OL50NITE NO.q5,SOLID PLASTIC,OPEN FRONT SEAT E'.. O LESS COVER O _ � O O sN 10'-0" 18,�2a 5'-2" '-0 I� u CARRIER: ZURN Z-1203 AND Z-1204 d 5ERIE5. �'� . O O O�' w w 3 P-2 LAVATORY(HANDICAPPED): m HG 4-2x4 P05T5 AMERICAN STANDARD 0356D15 LUCERNE WALL HUNG PROPOSED REGES5ED HG _ Z O z O - `N EXI5TING FRAMED WALL 2-1�4xl IYe' LVL NOR INSULATION �T LIGHTING FIXTURES (5f`.E _ _ _ _ _ _ _ _- __ _ _ _ _ _ _ _ _ _ = LAVATORY: VITREOU5 CHINA,FRONT OVERFLOW, SELF-DRAINING DECK,DRILLED FOR 4" CENTER5 AND FOR „ � "� � 2-13/4xIlY8" LVL HOR W ELECTRICAL DRAWING FOR O I- O N tY N CONGEALED ARMS MOUNTING. ti WIRING) HG IU TRU-BRO LAV-GUARD UNDER5INK PROTECTIVE PIPE COVER: �,µ- (a) HANDICAPPED Z 4-2x4 P05T5 MODEL #103 WITH REUSABLE FA5TENER5. G LOOKERS < ! N FAUCET: AMERIGANSTANDARD HERITAGE '1502.IIOVP,4' ,��(�� '�1�(/�, HG Q O 0� X I X GENTERSET,0005e1 FAUCET,LEVER HANDLE5 AND t�G T g Q N LLJ cx HG w n= , H "' GRID DRAIN. C> _N O SUPPLIES: MCGUIRE NO. Ibl LK,30'X 1/2"O.D.CHROME BENGH BENGH ,� X I— ! ,� PLATED SOLID BRA55 ANGLE 5TOP5 WITH L005E KEY. r z X O C� 0 4,-�" z z O O W O O ;I P-TRAP: MGGUIRE N0.201, I-I/4 X I-I/2 CAST BRA55 x OGKER DROP w w CHROME-PLATED P-TRAP,SLIP INLET,THREAD OUTLET, '` .. - O O x "' x LOCKER X k:4 w O O L O — w BRA55-NUT AND CLEAN-OUT PLUG. ROOM 1 ROOM 2,_60 3'-4° 2'-b" . � O P-3 NOT USED �u��,� 1062.54 5.F. , 1062.54 S.F. -- h O O O 3' 3'-0a 13'-1�2" 3-2x4 POSTS II'_�2" ? I P-4 URINAL (HANDICAPPED): O 4 HG.LOCKERS ,� a N AMERICAN 5TANDARD WA5HBROOK 6501.010 JEPFREY T. BUTLER, P.E. ` { / SEE Flo.3082.1,SHT 14 �x -2x4 POSTS 57< XISTING NOTE: RIM AT Il MAX ABOVE FIN.FLOOR 3'-0" HG HG HG HG 13' I jy2" I I' �2" RAMED 4'-0a I P-5 MOP SINK: F-r-�1 z Q WALL EXISTING FRAMED WALL EXISTING FRAMED WALL WILLIAMS HL-2100 — — — — — — — — — — — FAUCET: AMERICAN STANDARD 8344.111 O Q- O CQ — — — — — — — I 2-I�/4XI IY8" 2-1/4xll/a" �1 I a P-TRAP 1 - I---' 7-Y2 j I 3'-8" LVL HOR \ \ / \ / LVL HOR O S FLOOR MOUNTED `N X Q —�I O O �� O O �I O F—� O DO ,, �`®- O �� ONL m 3 F� 3 / 3 % O � Lu O Q }- c� z I ? 4 P-b ZURN Z300 u- (� QO Q — — — — I LANDING __ Ohill 1!11 H HSH = _ _ _ =I LANDING X 3' FLOOR DRAIN O Q PA55AGE Q Z m W 3' , . , EX HUR HUR s PA AGE HSHLu CD b 2 3-4 5-0 H.C.URANAL, 2 __ WAY 2 Y FORWARD APPROACH ST I RWE L STAIRWELL 36 S.F / \ m SEE SHT 14 FOR DTLS P - -- 36b 5 F 3010 4 q I bq S.F. ---- - - 5 LY >l Qo Qo rY .� �- Q a 30�o O 0 O 1 O O O O O = Q n H.G.LAV. .A SEE SHT 14, , u `� P-6 6 .N -j O O Iv FIG,bob q-O \I'i P-I i „\/ 0 Z RE5TROOM ACCESSORY 56HEDULE LL HLAV LAV LAV 3 FD Q �/ V- O HLAV LAV LAV HWG - - � O � � � HWG Q � - ' 'N ' z TISSUE DISPENSER - E"' Lu Z _j Lu GD; P-2P-2 cv C> O wGPACK-- m p HWG PACK BOBRIGK No. B-4338 W �L N iI _ X L_ O NOTE:(DRAB BAR5 PER =N P-1 OUT WALL AN51 Alh.l-zoo3 TO W OUT WALL Q N Q HL.TOILET COMP MT f TD 2 MIRROR - � W[L O O JAN GL O 4 u, MATCH JAN GL MATCH BOBRIGK No. B165-1836 a l0'42' SEE SHT 14 FOR " THICKNE55 THICKNE55 Q r 101 b5 S.F. 15-0 2 DETAILS 5-0 10 BELOW I01 b5 S,.F. 0 E3ELOW 0 GRAB BAR - o'� _._l < O .O O Op O QO p BOBRIGK No. B 6106.24 24" x I I/2" u- MOP 5►NK 0 MOP 51NK O t O O P-5 - —4'-�2" 3'_Sa TO ROOM ®' BOBRI K No'. B 6106.42 42" x 1 1/2" `w�+ z 3 EX15 1% \o/ TOILET ROOM m O EXI5TING o 338.08 S.F. U < 33t�.08 S.F. O O O Q STOR #1 5TOR #I ►-a v � � 3) EX STING �- �- � 18.0 S.F. I-I� 2'_b" 2'-b" 4'-4' 3'-10' 1'-I" 3'-11 3'-II 1�2 (3) EXISTING FA6E Y01 p J NOTE: UPPER LEVEL STRUCTURAL PLAN CONTRACTOR TO PROVIDE FIRE PROTECTION 2 SYSTEM PER CODE REGUIREMENT5. .5UBMIT 5GALE: I/4"= I'-O" 0 2 4 6 SCALE: 1/4"= I'-O" 0 2 4 6 PLANS TO FIRE MARSHALL FOR APPROVAL. O In DTL NEW GONG. WALL ATOP EXISTING 4 RETAINING WALL, THICKNESS TO MATCH. EPDXY DOWEL W/ #4 REBAR EXISTING OUTSIDE 16" O.G. FACE OF BUILDING /'- EXISTING WINDOW TO BE REMOVED. / ,• . / . :,.,;. ® .;.;. �:;.,.•�• .••. :A. � INSTALL PROPOSED EXTERIOR / �'... ENTRY DOOR (TO MATCH EXISTING) EXISTING // / PIN EXISTING FOUNDATIONS PROPOSED VINYL RAIL SYSTEM BY 'I RETAINING WALL / / AND FOOTINGS TO NEW. EPDXY PER DE (NYSBC 1012 AND 1601) RAIL T IO BE 42" ` (TO REMAIN) // DOWELS 04 REBAR) AT 16" HIGH WITH 4" MAXIMUM SPACING BETWEEN O.G. VERTICAL COM BALLIANCE RESEARCH. ESEAR HRREPORT.IAL CUT SHEET AND GORE PROPOSED 6" P.G. STOOP AND CL STEPS TO EXISTING P.G. WALK. / / / ;.:• / STEPS TO HAVE A MAXIMUM RISE OF T AND A MIMIMUM TREAD OF II" NEW P.G. BUTTRESS, PIN EXISTING P.G. DTL o RETAINING WALL TD PROPOSED AND / // / ,:.• FOOTING AND FOUNDoATION WALL WITH 4 EPDXY DOWELS (#4 REBAR) AT 16" O.G. // �` / ,.•! ' / HORIZONTAL // // ��``'�: .• '.: / #4 BAR (12" 0.6) EMBEDDED 2FOUNDTATION1-4ALL h 2nd STEP OVERL.AYMENT EX15TINO RETAINING WALL #4 BAR (12" O.G) TO REMAIN EMIBEDDED 1" IN EXI5TING A 4 - I RETAINING WALL AND 12" IN . • EX. GRADE.< s / :;• / PR4OP05ED FOUNDATION WALL (TYP EA. STEP) — I --- -� � / • / ' ° ' '• T • . _ =I� IIIIII=III-III ' L NEW P.G. RETAINING WALL EXISTING GRADE •• ° ,,. ;.: ° _ -I I-I I- I-I -I # ON P.G. FOOTING _- I-III-III-III-III III-III-I I-III 4 REBAR EMBEDDED -I" IN . • . • ` `�, ';. I° - EXISTING WALL AND 12" IN I I-III II PROPOSED FOUNDATION WALL NOTE: ��.�• ' •.' / < � : . • . � �= ° -I - $ �� FOUNDATION WALL TO BE ` �� / ° - (16 O.G. VERTICAL) G P.C. • $ I =III=III I PROPOSED FILL "^ b BEL.OW EXI5TIN / STEP. (PROPOSED STEIP TO T- -' - -`° ---I I III-III- e ° • ° (SEE COMPACTION $ :• EXISTING STONE VENEER m MEET ELEVATION OF a . NOTES, 5HT 6) EXISTIING CONCRETE STEP) �-I�I-�I °° = ,: . TROE��BE�RD REMOVED WHIERE a EXISTING SLATE WALL L.Ak5T STEP TO MEET I=I I=III ) I=III=III=I ° ° z I = i ^ EXISTING GRADE _ III-III-III-III-III ° TO REMAIN DTL 10 EXISTING EXISTING UNIDISTURBED SOIL 4L p a P.C. 5TEPSi TO REMAIN RRO 'OS DXT �I O� GTG O 12" FOUNDATION WALL AND 24"x"f" EXISTING CLUBHOUSE W W I„L, DTL FOUNDATION PLAN FOOTING (CONTINUOUS ENTIRE LENGTH FOUNDATION ALL AND --� X Z - �� OF PROPOSED STEPS) FOOTING m I O 10 5GALE: 1/4�� - I -0 O = U) PROP05ED P.C. 5TA I R DETAIL - SCALE: 1/2" PROP05EV HOLLMAN MODEL 'B' LOCKER5 PROPOSED HOLLMAN PROPOSE HOLLMAN ENGINEER: GROOMING STATION TOWEL DROP7 '. w SCREW AT BACK OF LOCKER 5A5E5 ARE REASONABLY RROR AT EVERY 4th OR 5th LOCKER — — LEVEL,NAIL TO WALL ON.Y. PO NOT PROPOSED HOLLMAN MI PROPOSED PROPOSED TOILET TO WALL 5TO. 0 FROM TOP ATTAC.I I TO FLOOR 50 THAT BASE MAY BE d wPl;,l PROP05ED OF LOCKER N®EP. - -� SHIMMED TO LEVEL.LOCKERS. PO NOT TOILET/5HOWER AND UNRINAL - - - ATTACH ONE BASE TO ANOTHER. ROOM PARTION5 LOCKER ROOM - - LOCKER INTERIOR TO � � - PROPOSED . � � PROPOSED TYPICAL MENS + HOLLMAN INTERIOR - - OCKER DEPTH. TOR 10-1 TOILET/ a� TOWEL DROP PARTITION - - - ►�1 LOCKER =- - c JEFFREY T. BUTLER, P.E. ROOM y - - - LM - VARIES 3/4" LOCKER DOOR < W/ LOCKER DEPTH. oa P4 ❑ ❑ _= T T O o Screw 4 drywall screw to base 4 3 -- Z (n O AHITE TRIM for every 4th or 5th locker unit. BASE TRIM BY OTHERS ,• PROP05M HOLLMAN [-a < O (� ^ Z UJ PROP.2x6 FLOOR BENCH FINISHED FLOOR A 3 } JOIST tFJ),DROP l" FOR \2x4 BASE FRAME Q 1 O Z O FIRST STEP,TEGO TO FJ) �1 / 1/2" CDX PLYWOOD- (OPTIONAL) � K EXISTING )Np / �` Q LL Q a MAIN DINING ROOM " '� wA1'l� ' PROPOSED OAK STAIRCASE AND RAIL o X Its 0 TO MATCH EXISTING(RAIL TO BE MNTV - 13ASE AND LOCKER FRAME DETAIL o < o ON INTERIOR WALU STEPS TO HAVE A MAX. RI5E OF T AND MIN. TREAD OF II" SCALE: NONE 0 Z Z I H O ZW =N PROP.UNDER STAIRWELL STORAG 1- E E'- \ (ACCESS FROM STOP, AREA) J CV 4 1/2' W < J N 311211 3 1/2' 18 6% STEEL STUDS AT 16' O.G. O � � � O O N I6" TJI 550 G.J. 2 H BOLT STUDS SHALL BE ATTACHED TO THE FLOOR WITH 3/I6" BOL'r5, AND CEILING WITH I/2" LONG T1IPE 5-12 O O EXISTING STORAGE I I I I 16" O.G. STAGGERED PAN HEAD,SELF DRILLING,SELF TAPPING04 LL ROOM TO BE I I I I I I STEEL SCREWS ON BOTH SIDES OF THE STUDS O O LIE— RECONFIGURED TO I I I I I I I I OR WELDED AS PER R5 10-6 OF THE N.Y.G. AGGOMODATE BUILDING CODE.APPLY ONE LAYER OF 5/8" GYPSUM WALLBOARD TYPE X VERTICALLY. U ~ SEE PROPOSED P.G.STAIR DETAIL STAIRWELL I I I I ( 1 � O ' STEEL FLOOR AND CEILING TRACKS SHALL 0 O (� (THIS DWG) I I I I I BE MIN. 20 GSG. ATTACH WITH STEEL MIN.FA5TENE � v R-50 INSULATION SCREWS TO ATTAC5 NOT H�WALLBOARD TO 5TUD5 w 16 x 4o M I SHALL BE SELF-TAPPING BUGLE HEAD STEEL . I HR X 14 PACK OUT / TYPE SPACED 12" O.G. USE TYPE 5-12EL ' I (TO�MouNT) GER Ib" O.C.O TAGGERED)BOLT kqITH I/2 BOLTS, (I" LONG). � ( I I I LBVIb RATED CEILING DETAIL (SEE DETAIL) SEGTION A-A SCALE: N.T.5. TYP16AL PARTITION 5GALE: 1/4"= 1'-0" NOT TO 5GALE of 15 KITCHEN PROTE ;10 I ).) V THE ENGL05U OF THAREA SHALL COMPLY I�IITH ART 1� THE CODE. (ONE HOUR RATING ITH A 5RINKLER INSTALLATION 0114FOREGTION 1060.4(g) OF THE CODE ND NFPTRACTOR TO SUBMIT SHOP D��W NPROVAL. A HOOD EXHAUST 5YSTEM FOIR GOOKI NO EQUIPMENT SHALL BE PROVIDED AND PROTECTED V41 TH A FIXED PIPE FIR EXTINGUISHING SYSTEM. THE SYSTEM SHALL BE DE51ONED AND INSTALLED IN AGCORDANGE WITH NFPA ci6. CONTRACTOR TO N SUBMIT SHOP DRAWIN65 FOR APPROVAL. ® ® 4 COVERED TERRACE NOTE: GONTRAGTOR TO PROVIDE SHOP DRAHIN65 TERRAGE TO BUILDING DEPARTMENT FOR SPRINKLER 0 0 0 SYSTEM, AN5UL SYSTEM AND ALL FIRE PROTEGTION EQUIPMENT PRIOR TO INSTALLATION ® O (Q • GRILL ROOM O G5.1 0 m m 1431.4 50.FT. LOUNCcE 0 00 p-+ (3 (q6 PEOPLE) d) 65.1 646.3 50.FT. O (44 PEOPLE) MAINCZ OO O DINING ROOM p 65.1 X 12a1.3 50.FT. ff> (51 PEOPLE) < O O O OZ IL OO <F=1 p d) r o o WAIT STAFF %00O Ca O 1 HOUR CEILING i r i t r r i t Ca 0 0 i r i i i i r iF. �� O O " �� W i i i i i i -1-1-1-1-1-1-1- ENGINEER: 2500 250° 2500 LINE OF DRAFT STOP SEE NOTES (01 HOUR GEILIN6 / KITCHEN 0 2 HOUR GEILIN6 ° _ ' l MEN'S C ' i 50° 250° 250° RESTROOM GOAT WOMEN'S srAtrLlo �^ 7 2 I HOUR GEILIN6 ROOMT ooM I� O JEFFREY T. BUTLER, P.E. 250° O ® < —11 O O O -1 _ w OL m ® z o (Y o O o U ro H •• 0 Q } � CL z o 1�St from NFPA-I% W � � 5-133 5tairwa�s Cz I1 0 0 0 o NOTE: J < 5-13.3.1 5prinkTe:rs shall be instal led beneath all stairways of combustible construction. CONTRACTOR TO PROVIDE FIRE PROTECTION — 5Y5TEM PER CODE REQUIREMENTS. SUBMIT � 5-13.32 In combustible stair shafts with non combustible stairs s Inklers shall be installed at the top of the shaft and under the first landing abode the bottom of PLANS TO FIRE MARSHALL FOR APPROVAL. < V z the shaft. Exception, Sprinklers shall be; installed beneath landings or stairways where the area l�neraencu Power And Ltahtina Q- z � beneath is uted for storage. General requirements. V IM J N Q �i Exit And Directional 51gns 5-1333 Sprinklers shall be installed in the stair shaft at each Floor landing where two Emergency power and lighting Shall be Furnished through independent electrical wiring (a) Exit and directional signs,visible from the approach to the exits,shall be promvided,to � � < O Q � or more dd000rs open from that landing Into separate fire divisions. supplied From a main source,and from an auxiliary source. ermit occupants to make their waysafe) out of the building. �iA I� LEVEL OGGUPANGY SEPARATI ON � O Q � J � p N 5grinklers are regylred at each floor landing where a noncombustible stair shaft b) Exit and directional signs shall e illuminated either external) or internal) artificial 5PRINKLER HEAD LOCATION PLAN � � es two Fire separated buildinq s or two fire sections of one building,or where the Emergency power. y y -1 J O O stair landi�ngg serves as a hor'izontinl exit. If the stair serves onlgone fire section, (a) Emergency power shall be provided for: light, in conformity with the provisions of section 5-10 of reference standard R5 54-I. then sprinklers are required only at the roof and) under the Iowa t landing.See (c Such signs shall be worded in plainly legible block letters with the word EXIT FFor exit signs, S�iALE: 3/16" = I r—Orr O Figures= (1) the emergency lighting load and the word EXIT with a suitable pointer or arrow indicating the direction of exit, for LU 5-13.4 Vertical rirwy!'staircwes,orshilcr (2) fire control panel directional signs. Letters for signs shall be conspicuous,readily discernible,and cat least six o 0 0 0 —1 z Where moving s , Floor open( are unencloged, the floor (3) Fire protection signal system fiches high with three-gvarter-Inch wide strokes. dF^aftn5t involvbe protected by closely spaced sprinklers 1n combination with (4) voice communication system used as a means of warning or instructing the procedure to Z F- dF^ 5t z C be followed In emergencies;and Location. 0 p 0 Exception no. I: Gloselu spaced sprinklers and draft stops are not required around (a) Exit signs shall be provided over each exit doorway where the door is required to swing lard openings Such as'th65e found in aho inq mulls,atrNm build ,crd similar (b) In the event of failure of the main source,means shall be provided For automatically outward h the direction of exit travel h conformity with sections 135b(aXU and �1b55(aKl) s ctures re all adJoininc� levels and ac s are rotected automatic (milers to accordance with this Standard and whethe ceni�gs have all rizontal dnstons transferring the power which splies the emergency power load from the main source to the of this code. between posits edges of 20 feet (6m) or greadter dnd area of 1000feet sq. (93m 9qJ auxiliary source within 10 seconds. (b) Directional signs shall be provided at locations to the hallways,corridor or ai9sle From or greater. (c) The auxiliary source shall have a capacity sufficient to supply the total emergency power which the exit doorway is not readily discernible. A-5-13.4 Where sprinklers in the normal ceilingq pattern are closer than 6 feet From load for a period of at least q0 minutes,with not more than a 125% reduction From rated the water curtain,it mlcht be preferable to locatce the water curtain sprinklers in system voltage,except that for group G63 occupancies,such period shall be at least 24 Power Source. recessed baffle pockets. ors (a) Power for electrically illuminated exit and directional signs shall be supplied (from a The draft stops shall be located immediately adilacent to the opentnq,shall be at least separate circuit, or circuits,which supplies no other outlets and is controlled frorm a central 15 in. desp,and shall be of noncombustible dr IirtSt�lted-combustibre material that will stay Emergency lighting. location. [n place t�eFore and durinngq slarinkler operation.Vinklers shall be spaced not more Emergency lighting Shall be provided in occupied spaces,assembly spaces aid exits,so as (b) SeIF-luminous exit and directional signs shall be provided with a sell'-contained reliable n b feet a art and picked b In. to 12 In, from a draft stop on the side shall bam to permit occupants to make their way safe) out of the building in the event of failure of the power source. from the o�1nq� Where sprinklers are closer thacn 6 feet,cross baffles shall b8 p P y 9 n9 provided its accardance with 5-6.3.4. normal lighting. Such luting systems shall maintain a level of illumination throughout the ((,) Where emergency lighting is provided,power for electric lifts illuminating exist and means of egress in conformity with sections 5-b and 5-q of reference standard R5 54-I. directional signs shall be supplied from the emergency lighting system. 0 15 FROM TABLE 1004.1.2: LOGKER ROOM ALLOWANGE PER OGGUPANT = I PER 50 50.FT. GROSS = 2q PEOPLE in ROOF BELOW ~a a ® ® ® (3)EXI5TING EXISTING Q TOWEL DROP BENCH BENCH 0 Q cz _ 0 ® PROPOSED SPRINKLER BENCH BENCH O5 HEADS Oo Oo N W z0 z0 OPEN TO BELOW = ------------- - - _--__ l� � � m N w O BENCH O BENCH (22 PEOPLE) TOWEL ~-� ^ N EXI5TINO w 5 DROP Vr ELEVATOR 0 LOOKER Fi'1 y - ROOM �' m 106234 S.F. 04 28q.5 50.FT. n O X MEGH. :tlEGH. W < M T T IRSLu EXISTING ACCE55ABLE ( 4° GL A IPTH) ,. MEANS OF EORE55 PER MM= = X Z D H T E RAGE SECTION I00-1 ,�/ C) s J a LQ < EX15TING 3'FD/ \ 3F7 \ 37 \ C O O z O 5PRINKLER OO ® / LANDING s r • (� HEADS Lu PASSAGE �_� w rl WAY 2 5TAIRNELL m o O O 36b SF VR VR 4- - 91b9 OFFICE O 5TAIR5 AND HANORAIL5 Tl:RRAGE 3FD°O/ TO COMPLY WITH --- ( LAV LAV LAV / \ I SECTION IOOCI J O (`►" RISE, 11" TREAD) W MINIMUM STAIR WIIDTH O OO JAN GL PER SECTION 1005 IOIb5 S.F. O (.2)(34) = (b, (36," MIN) ENGINEER: O MOP SINK (40" WIDTH PROVIDED) (T PEOPLED O � - Y T.Qr �O \ / TOILET ROOM EXISTING F. ; / \ 338A8 5F. �r " 5TOR#1 `. P. R`. 'tr (3)Ex15TIN6 NOTE: JEFFREY T. BUTLER, P.E. GONTRAGTOR TO PROVIDE FIRE PROTEGTI ON z p SYSTEM PER GORE REQUIREMENTS. SUBMIT PLANS TO FIRE MARSHALL FOR APPROVAL. O4 OL �) < O (n NOTE: Q 0w � PROVIDE EXITS SIGNS PER SECTION 1011. u- STAIRWAY ENCLOSURE TO HAVE I HR RATING. Q X m } W v (Z � � o NOTE u- �- < MINIMUM NUMBER OF EXITS REQUIRED (SEGTION 100) = 2 J NUMBER OF EXIT5 PROVIDED = 3 CL O O - p ,L MAXIMUM TRAVEL 015TANGE REQUIRED (5EGTION 1015) = 250 FEET O Z MAXIMUM TRAVEL DISTANCE PROVIDED = 55 FEET Q.._ Lu I� v � � UPPER LEVEL OCCUPANCY SEPARATION 4 p J o o 5PR1 NKLER NEAk2 LOCATION PLAN h -aLL SGALE: 3/16" = 1 '-011 � O O O < I-a OJ p PACE . 12 of 15 ELECTRICAL NOTE5 IM I.ALL WORK SHRILL BE PERFORMED AND INSTAUM IN ACCORDANICE WITH THE LATEST 10.ALL METERS,INSTRUMENTS,GABLE CONNECTIONS,EQUIPMENT,OR APPARATUS 19.PROVIDE ALL TEMPORARY LIGHT AND POWER NECE95AIRY FOR ALL TRADES. EN ALL EQUIPMENT LOCATED OUTDOORS SHALL BE IN A WFJITHER-PRAOF 36. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL FOR E CONDUITS FOR ATHO EDITION OF THE NATIONAL ELECTRIC AND ANY OTHER GOVERNING CODES AND NECESSARY FOR MAKING ALL TESTS,SHALL BE FURNISHED BY ELECTRICAL CONTRA'TOP, ENCLOSURE AND IT EQUIPMENT. CHECK WITH I E5TIITAL MANAGEMENTPURPOSES FOR EXACT LOCATIONS. STANDARDS HAVING.11R15DIGTIONI. 20.CONTRACTOR 5H1AU.COORDINATE AND PROVIDE POWER GIR,GUITS FOR THE LOCATIONS SHOWN ARE FOR ESTIMATING PI1RP05E5 ONLY. II.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EOUIPNIENT AND ALARM SYSTEMS A5 REGVIRED. 2q.ALL MAIN FEEDER CONNECTIONS SHALL BE MADE WITH 5OLDE U-95 CONNECTORS,BOLTED TYPE. 31. THE EQUIPMENT ROU&I-IN ITEMS AND THEIR DIMEN�50W LOCATIONS FOUR 2.ALL ELECTRICAL ECOPh�IT SHALL BE GROUNDED IN ACCORDANCE WITH ARTICLE SYSTEMS A6AIN5T HARMFUL.EXPOSURE,OR ACCUMULATION OF 005T/M019TURE, ALL GOMEGTIONS ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. IN.�OIME 250 OF THE NATIONAL ELEGTRIG CODE. CORROSION,OR OTHER FORMS OF DAMAGE. GLEAN AND RESTORE DAMAGED FINISHES. T CONTRACTOR IS OF ALL DE FOR REMOVAL OF ALL WASTE MATERIALS AND TO LEAVE 517E FREE OF ALL DEBRIS. 30.ALL PAMEL.BOARD BU9%W0RK SHALL BE COPPER,RATED AS NOTED. SUPPLY MSTANK.ES THE OWNER OR SUPPLIER MAY MAKE SUBSTITUTIONS OR SUPPLIER,MAY 3.GONTRAGTOR SHALL PAY FOR AND SECURE ALL PERMITS AND UNDERhRITF.RS 12.F1RNI5H AND INSTALL A COMPLETE SMOKE AND FIRE ALARM SYSTEM. THE SYSTEM CIRCUIT BREAKERS A5 SHOWN ON SCHEDULES. PROVIDE TYPEWRITTEN CIRRUUIT VARY FROM WHAT 15 SHOWN. THEREFORE,THESE ITEMS AND DIME'N1510N15 94ALL 3.CONIGATES. SHALL MEET ALL ADA REQUIREMENTS. SUBMIT COMPLETE SMOKE AND FIRE ALARM 22.ALL WIRING AND CONDUITS IN FINISHED AREAS SHALL BE INSTALLED IN DIRECTORIES FOR ALL PANELBOARDS. ALL PANIELBOARD COVERS SHALL BE BE VERIFIED WITH THE EQUIPMENT SUPPLIER,OWNER AND/OR EQUIPMENT ROU(7HI-IN �n INSTALLATION DRANWA TO LOCAL FIRE MAR5HALL.FOR APPROVAL BEFORE F1RRI�,CEILING5,WALL CHASE OR BELOW FLOOR PROVIDED WITH LOCKS. ALL LOCKS SHALL BE KEYED ALIKE. DRAWINGS. THE N,OF EY ENGINEER SHALL BE IMMEDIATELY NIO IMPLI1FIEDED D ON 4.FURNISH AND INSTALL ALL LABOR,TOOLS,MATERIAL,EQUIPMENT,SERVICES,AND INSTALLATION-SEE ADDITIONAL NOTES ON SHEET I. TO GONSTRUGTI 6 FA ANY DEVIATIONS FROM WHAT 15 SHOWN OR IMPLIED ON RELATED ACCESSORIES NE -55ARY FOR THE COMPLETE INSTALLATION OF E1.EGTRIGAL 23.CONTRACTOR SHALL PROVIDE SHOP DRANN65,MANUFACTURERS LITERATURE, 31.BURNISH AND INSTALL LIGHTINIG FIXTURES COMPLETE WITH LAMPS,WHIPS, THESE DIZAWIN65. FAILURE OF THE APPROPRIATE CONTRACTOR TO VERIFY WORK SHOWN ON THE DRAWINGS AND REQUIRED BY GODS. 13.ALL ITEMS,MATERIALS,AND WORKMANSHIP FIRNISH�MOM THIS SPECIFICATION OPERATING 4 INSTALLATION MANUALS FOR ALL EQUIPMENT,FIXTURES AND HANGERS,AND CONTROLS AS SHOWN ON THE DRAWINKfi AND LKHTING FIXNRE ROUGH-INS OR THEIR LOCATIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SHALL BE GUARANTEED FOR R PERIOD OF ONE N YEAR AFTER ACCEPTANCE OF THE AGGE55ORY ITEMS PROVIDED. 5GHEDUL.E. %e5EGNIENT RELOCATION AMOR ADDITIONAL ROU6H-INS DIRECTLY UPON THE CONTRACTOR 5.IT 15 INTENDED THAT ALL ITEMS OF WORK AND SYSTEMS BE FURNISHED AND WORK AS EVIDEWEP BY THE DATE OF FINAL CERTIFICATE. ANY DEFECTIVE MATERIAL INSTALLED COMPLETE IN ALL DETAILS,READY FOR OPERATION AND SERVICE OR FAULTY WORKMA iMP SHALL BE REPLACED WITHOUT COST TO OWNER 24.OUTl ET,RILL,AND.l1NGTI0N BOXES SHALL BE 12 GAUGE STEEL,MINIMUM,NTH 32.ALL CONDUITS SHALL BE RUN PARALLEL TO OR AT RIGHT ANGLES TO APPARATUS REQUIRED SHALL.BE FURNISHED AND INSTALLED ALTHOUGH NOT REMOVABLE KNOCKOUTS STRUCTURAL.MEMBERS. ALL CONDUITS SHALL BE INDEPENDENTLY SUPPORTED 36. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR EVALUATING THE EXISTING S ALL SPEGIFIGALLY MENTIONED HEREIN,OR SHOWN ON THE DRAWINGS. 14.A AWITCHES AND RISGEPTAGLES SHALT.BE RE( 55 EXCEPT FOR TH05E ON FROM THE BUILDING STRUCTURE. CONDUIT SHALL NOT BE INDEPENDENTLY ELECTRICAL AVAILABILITY. CONTACT THE HOSPITAL MANA6EMENT IF WFFIGIBNT N GOLL WALLS OR IN UNFINISHED AREAS WEIGH SEAL BE SURFACE MOUNTED. TYPE DISCONNECT SWITCHES SHALL BE HEAVY-DUTY,QUICK-MAKE,QUICK-BREAK SUPPORTED FROM VENTILATING DUCTS,MECHANICAL PIPING,5U5PENDED CEILING SUPPLY 15 NOT AVAILABLE. a b.ALL WIRE AND GABLE SHALL BE 75 DEC7L TYPE)"COPPER FOR BRANCH CIRCUIT TYPE IN NEMA I ENCLOSURE. 5WITGHE5 SHALL BE AS MANUFACTURED BY SQUARE GRIDS,OR THEIR HANGERS. WIRING,AND q0 DE6.6 XHHW COPPER FOR FEEDER WIRING UNLESS OTHERWISE 15.ALL WIRING IN EXPOSED AREAS TO BE RUN IN METAL CONDUIT. D,OR EQUAL. AN 1LAYOU PER NFLCON AND AC IS ACCEPTED STANDARDS. FOR INDIVIDUAL CIRCUIT DESIGN INDICATED. ALL GIRCIUIT RUNS CONTAIN TWO(2)WRES UNI.E55 OTHERWISE NOTED. 33.ALL ELECTRICAL AND CONTROL EQUIPMENT SHALL BE IDENTIFIED U51N6 AND LAYOUT PER NEC,AND ACCEPTED STAMARDS. CONTRACTOR TO REPLACE I6.ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE AND MAKE 26.FM15H AND INSTALL ALL FUSES AS MANUFACTURED BY 9U55MAK FUSES ENGRAVED THIREE LAYER LAMINATED PLASTIC,NAMEPLATES. LETTERS SHALL BE EXISTING PANELS WITH NEW ON THE SE(M FLOOR AND PENTHOUSE. VERIFY ALL T.CLEARANCES,AROUND ELECTRICAL EQUIPMENT SHALL CONFORM TO ALL APPLICABLE ARRANGEMENTS NTH THE UTILITY COMPANY FOR SERVICE CONNECTIONS. ALL `�HIALL BE DUAL El @SENT TYPE UNLESS NOTED OT}ERhUSE. V4'HIGH AND SHALL BE 1^NITE ON BLACK BACKGROUND. LOADS. 4 4 CODES. CONNECTIONS SHALL COMPLY WITH THE UTILITY GOMPANY5 REQUIREMENTS. 34.PROVIDE WIRE MARKERS ON EACH CONDUCTOR M PANELBOARD GUTTER 21.NRING DEVIGE5 SHALL BE SPECIFICATION GRADE. TOGGLE 5WITCflES WILL SPACES,PULL BOXES,ETC.,AND AT LOAD C 4EGTIONI5. 40. EL.EGTRICAL CONTRACTOR TO SUPPLY AND INSTALL A HEN 400 AMP 8.ALL EQUIPMENT SHALL BE NEW AND SHALL CONFORM TO THE Nf MA,NATIONAL Ti.ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AND BE QUIET TYPE RATED 20 AMP,120 VOLT. DUPLEX REGEPTACLE5 SHALL BE SERVICE LINE FROM MAIN BUILDING TO A NEW 400 AMP PANEL IN THE BASEMENT 6 EGTRIG EQUIPMENT MODE HALL AND NEW AND UNDERWRITERS SHALL LABORATORIES R STANDARDS A5515T IN I CAE CONTR His WORK IN ORDER COORDINATE COOPERATE WITH THE ER TRAM TRADES. RATED 20 AMP,120 VOLT GROUNDED. SPECIAL REGEPTACLE5 94ALL BE 35.THE COLOR OF UNGROUNDED CONNECTORS FOR SERVICE,FEEDER,BRANCH OF BUILDING 'B'FOR FUTURE USE. COORDINATE LOCATION NTH 6ENERAL• (HOSPITAL 6RADEJ. PROVIDED AS REQUIRED. COVER PLATE FINISH FOR ALL DEVICES SHALL BE AS CIRCUIT,CONTROL,AND SIGNALING 6WUITS C 5HALL BE AS FOLLOWS: CONTRA( AND HOSPITAL MANAGEMENT. 18.POWER WIRING TO PLUMBING AND HVAG C(NI11PMc3lT BY ELECTRICAL CONTRACTOR. DIRECTED BY ARCHITECT. WIRING DEVICES SHALL BE AS MANUFACTURED BY PHASE A-BLACK 120/206 VOLTS q.TESTING-AFTER WIRES ARE IN PLACE AND CONNECTED TO DEVICES AND EQUIPMENT, CONTROL WIRING IS BY RESPECTIVE CONTRACTORS. PASS t 5EYN10UR,HIBBELL,OR LEVITON PHASE B-RED PHASE G-BLUE NEUTRAL GONIDUGTORS SHALL BE WHITE,GROUND GONIDUGTORS THE SYSTEM SHALL.BE TESTED FOR SHORTS AND&ROUNDS. ALL WRING,IF SHORTED SHALL BE GREEN. OR GROUNDED,SHALL BE REVVED AND REPLACED. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� TOWEL - - - -� - - DROP I I I BENCH BENCH I II I I GONITRAGTOR TO PROVIDE FIRE PROTECTION SYSTEM MR CODE ob REQUIRBlENTS. SUBMIT PLANS TO FIRE MA-AHALL FOR APPROVAL. q b O q C. I Q cz cy- r W ELECTRICAL SYMBOL LIST T- p RECE55M CEILING FIXTURE OO sMaKE DETECTOR (TO MATCH EXISTING) DP,EX CallMODU WCEPTACLE b G G x OW MIATERPROOF)IN6 FIXTURE 6ROUW FNA.T DUPLEX�TAU.f Xz I Lu tL �Q MtoroR(E�alAusrFAH+SocFhV BENCH B NCH 5O I Q X g'r MOUNTED FLOOD FLOOD PROOF g LI I O _ I � < O 5O as L&n WRTROLLED I 2 G _ • I'-0" I Q = c� BMEaseNCY LIGHT Mn HEADr) q b ° i Q- COMBINATION EhER6EHGY LIGHT! - LIGHT FIXTURES ARE O EXIT SIGN (No.OF HERDS AND z I PROVIDED BY CABINET Q DIRECTION ARROW A5 INDICATED) MANUFACTURER, E N (V O I CONNECTION BY ELEG W ((> ® CEILING MOUNTED EXIT 51GN CONTRACTOR(TYP OF 2) I .. b G I Lu b� I BENGH BE H I /,`I �IkL r w NL TOWEL I p�{�'444RLY{T. T!F© q b DROP G I 0 5 b LOCKER ROO T- 2 3'-0'p 254 5P. 10 G G I �� /� 19134°` EXISTING DINING ROOM NO GHANGE _ -,;aFT LINJEFFREY T. BUTLER, P.E. I . . w C, ONL 1 tx WP HP I O FOR CONT. SEE MAIN OS LEVEL PARTIAL PLAN (THIS DWG) PA55AGE EXIT a HAY I STAIRWELL w m EXISTING g -- PROPOSED b I glbq S.F. Q TOILET ROOM 9 STAIRWELL q q q b I A z m w NO CHANGE I0 ____ O I Q �' v O z O U < LY 12 I --I �_ (Y D- I3___ -- 14 b q O FOR GONT.5EEMAIN LEVEL I O EXI5TING LANDIN b b b PARTIAL PLAN I O l.L N z STORAGE AREA 0 ::: ::: 0 (THIS DWG) I Z J JAN GL 5 101.65J � N O q b I I I QL � -i O O N PROPOSED WALL MOUNTED I I I < Q O NP IGHT FIXTURE TO - - - I TOILET ROOM _ - - - J I o'� EXTERIORL _ _ _ MATCH EXISTING FIXTURES �- - - - - - - - 71 I I 335.0E .F. I- O (WATER PROOF) I - - - - - - - - -� I I - - - - - -STAR- O L - - � 18.0 S.F. -� F- z Ill-l- - - - - -I I - - - - - - - I uz m - - - - - � I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � O • I � O � - - - - - - - - - - - - - PAGE STP41RLJELL AND EXTERIOR ENTRY LOCKER AND TOILET ROOM LICxHTING LTD POWER PLAN LIGHTING AND POWER PLAN SCALE: I/4" I -D" O 2 4 6 SCALE: 1/4"=1'-O" O 2 4 6 -- TO REFERENCE MAIN LEVEL FLOOR PLAN 5EE DRAWING Nob TO REFERENCE UPPER LEVEL FLOOR PLAN 5EE DRAWING No:7 O r I 604 - water Closets and Toilet Compartments 604.6.Flush Controls. 604.1 General. 608.2.2 Standard Roll-In-Type Shower Compartment. Flush controlls shall be hand operated or automatic. Hand-operated flush controls 505.7 Maneuvering Glearanice. alcove or otherwise ' Accessible water closets and toilet compartments shall comply with Section 604. shall com I with Section 30q.p p Roll-in-type shower compartments shall be 30 inches (760 mm) wide minimum by 60 If a clear floor or ground space is in on a 604.2 Location. inches (1525 mm) deep minimum, clear inside dimension, measured at the center point of confined on all or art of three sides, additional maneuverin 604.-1 Dispensers. opposing sides and shall have a minimum 60 inches (1220 mm) wide entr on the face of.. p g The water closet shall be positioned with a wall or partition to the rear and to pP g y clearances complying with erections 305.7.1 shall be provided. p p Toilet paper dispensers shall comply with Section 30CIA and shall be 7 inches (150 the shower. A 30 inches (-160 mm) wide minimum b 60 Inches (1525 mm) Ion minimum side. The centerline of the water closet shall be 16 inches (405 mm) minimum mm) minimum and q inches (230 mm) maximum in front of the water closet. The y g to 18 inches (455 mm) maximum from the side wall or partition, except that the outlet of the, dis enser shall be 15 inches (380 mm) minimum and 48 inches (1220 clearance shall be provided adjacent to the open face of the shower compartment.'A water closet shall be centered in the ambulatory accessible compartment p lavatory complying with Section 606 shall be permitted at the end of the clear.space, — y bl com p mm) maxlmurn above the floor or ground. There shall be a clearance of I? inches opposite the shower compartment side where shower controls are positioned. ,— — — specified in Section 604.&.2. (3S mm) mininnum below and 12 inches (305 mm) minimum above the grab bar. Dispensers shall not be of a type that control delivery, or that do not allow C N � I I conttinuous paper f low. yp yp 608.3.2 Roll-In-Type Showers. N x ^ I I Grab bars shall be provided on the three walls of the shower. Grab bars shall be 6 x � T- I I inches (150 mm) maximum from the adjacent wall. E � a �N co 6 max 6 max , ------ ' 150 150 36 min 915 •E00 (A) FORWIARD APPROACH. LO CO FIG. 305.71 r 16-18 cz C) cz 305:1,1 Forward Approach. The width of an alcove shalll be 36 inches M15 mm) minimum 405-455 � r co where the depth exceeds :24 inches (610 mm). FIG. 604.2 WATER GL05ET LOCATION 7-9 604.4 Height. The top of water closet seats shall be I'7 inches (430 mm) minimum and Iq inches 180-230 MM mm) maximum above the floor or round. Seats shall not return (A) STANDARD ROLL-IN TYPE SHOWER automatically to a lifted position. g (A) BELOW GRAB BAR 605.5 Controls. - Shower or bathtub/shower facilities shall deliver water that is thermal shock 12 min _ protected to 1205F maximum. Faucets and controls shall comply with Section 30CIA 305 Controls in roll-in showers shall be above the grab bar but no higher than 4�8 inches (1220 mm) above the shower floor. m 17-19 X 27 max Czo 430-485 E N W N r 685 a, N back wall m X N j LU FIG. 604.4 / X z HEIGHT OF WATER CLOSET 604.5 Grab Bars. LU 7-9 < U) Grab bars for water closets shall comply with Section 60q. Grab bars shall be, 180-230 � ' provided on the rear wall and on the pde wall.closest to the water closet. H 604.5.1 Side wall. (6) ABOVE GRAB BAR F IG. 30D.2.1 Side wall grab bar shall be 42 inches (1065 mm) Ion minimum, 12 inches (505 mm) FIG. 604.E �! UNOBSTRUGTf ED FORWARD REACH maximum from the rear` wall and extending 54 inches (1310 mm) minimum from the DISPENSER LOCATION I`O rear Wall. 30&.2.2 Obstructed High Reach. 606.3 Heighit and Glearances. 54 min -� Where a high forward reaach is over an obstruction, the The front of: lavatories and sinks shall be 34 inches (665 mm) maximum above the clear floor, or ground sptace shall extend beneath the 12 max 1370 floor or ground, measured to the higher of the fixture rim or counter surface. element for a distance not less than the required reach 305 FIG. 60&.5 depth over the obstruction.'The high forward reach shall 42 min EN�r R LOCATION OF SHOWER SPRAY UNIT . ®r I�R� be 48 inches (1220 mm) maximum where the reach depth is 1065 co 20 inches (510 mm) maximum. where the reach depth op "> 10 imm the high forward reach shall 608.E Shower Unit. exceeds �.O inches (5 ), = '�' ti 9 A shower sera unit shall be provided, with a hose 5q inches I r y p (500 mm) long minimum, y . be 44 inches (1120 mm) maximum and the reach depth shall that can be used as'a fixed shower head and as a hand-held shower. In roll-in-type ' be 25 inches (635 mm) maximum. showers shower' s ra units mounted o �``�p y n the back wall shall be 27 inches (685 mm) Fess1 maximum from the side wall. If an adjustable-height shower head mounted on a vertical bar is used, the bar shall not obstruct the use of grab bars. X JEFFREY T. BUTLER, P.E. E c`ao 608.1 Thresholds. Q Shower' compartment thresholds shall be y2 inch (13 mm). high maximum and shall comply . O O with Section 303. s Cp FIG. 604.5.1 GRAB BAR FOR WATER CLOSET v SIDE WALL ,_ O ,� Z. O 604.5.2 Rear wall. m H 4 The rear wall grab bar shall be 24 inches (610 mm) long minimum, centered on fp �- b the water closet. where space permits, the bar shall be 36 inches (q15 mm) Q m } long minimum, with the additional length provided on the transfer side of the FIG. 606.3 v O 1 . water closet. < D HEIGHT OF LAVATORIES AND SINKS < iL � � ~ J � � 1Z o � - Q < Q � 36 min*. � � z 915 H z -� r � 24min � � � � �, �[ N , ,.. 610 O Z � J O �-+ < o ry < LL o 0 b o 0 ol � z w zm transfer p o 0 0 side v • *36 inches (915 mm) minin4um when wall ' G space permits FIG. 604.5.2 14' REAR WALL GRAB BAR FOR WATER CLOSET Of I4 U • N 4035.1 CLEAR WIDTH AT TURN. 4042.42 SLIDING AND FOLDING DOORS. BUILDING CODE OF N.Y.S. 306 - KNEE AND TOE CLEARANCE CHAPTER 4. - ALGES51BLE ROUTE5 W 4 ERE AN ACCESSIBLE ROUTE MAKES A 00 DEGREE TURN AROUND AN OBJECT WHICH 15 LE55 SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 4042.4.2. 306.1 GENERAL. WHERE SPAGE BENEATH AN ELEMENT IS INGLUDED AS PART OF CLEAR 401 - GENERAL d THAN 46 INCHES(1220 MM)WIDE,GLEAR WIDTHS)SHALL BE 42 INCHES(I065 MM)MINIMUM CHAPTER II - ACCESSIBILITY o TABLE 4042.42 LOOK OR GROUND SPACE AT AN ELEMENT,CLEARANCE AT AN ELEMENT,OR A 401.1 SCOPE, APPROAGHING THE TURN,48 INGHE5(1220 MM)1,11NIMUM DURING THE TURN,AND 42 INCHES(1065 MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS SECTION 1101 -GENERAL 1101.1 SCOPE THE PROVISIONS OF TH15 CHAPTER AND APPENDIX E SHALL WHEELCHAIR TURNING SPACE,THE SPACE SHALL COMPLY WITH 5EGTiON 306. ADDITIONAL ACGE55113LE ROUTES REQUIRED BY THE SLOPING PROVISIONS,ADOPTED BY MM) MINIMUM LEAVING THE TURN. APPROACH DIRECTION MINIMUM CLEARENGES CONTROL THE DESIGN AND GONSTRUGTfION OF FACILITIES FOR ACCESSIBILITY TO PHYSICAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE PERMITTED BENEATH ELEMENTS. THE ADMINISTRATIVE AUTHORITY SHALL COMPLY WITH THE APPLICABLE PERPENDICULAR PARALLEL TO DISABLED PERSONS. PROVISIONS OF TH15 CHAPTER To DOOR DOOR 3062 TOE CLEARANCE FROM FRONT 48 IN(1220 mm) 0 IN(0 mm) 11012 DESIGN BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE 402 - ACCESSIBLE ROUTES FROM HME SIDE42 IN(1065 54 IN(1310 SEE NOTE 2 AGGC-5516LE IN ACCORDANCE WITH THUS GORE AND IGG/ANSI AI Il.l 402.1 GENERAL. oc c FROM LATCH SIDE 42 IN(1065=0 24 IN(610 mrcJ,SEE NOTE 2 303 -CHANGES IN LEVEL 303.1 GENERAL. CHANGES IN LEVEL IN FLOOR OR GROUND 50RFACE5 s `.: " :: AGGE551BLE ROUTE5 SHALL COMPLY WITH SECTION 402. Maneuvering space shall include full width of doorway. SHALL COMPLY WITH SECTION 303. 2 . From the latch side toward the approach direction. 4022 COMPONENTS. FIG.4035.1 54 MIN. 3032 VERTICAL' AGCESSIBLE ROUTES SHALL GON515T OF ONE OR MORE OF THE FOLLOWING CHANGES IN LEVEL 01 (6 MM) HIGH iMAXIMUM SHALL BE PERMITTED TO BE VERTICAL. %�' COMPONENTS: CLEAR WIDTH AT TURN 1 WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORWAYS,RAMPS,CURB RAMPS,ELEVATORS,AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE III L ,, SHALL COMPLY WITH THE APPLICABLE PORTIONS OF TH15 STANDARD.C14 �k FIG. 3062 403 -WALKING 5URFAGES N +' FIG. 3032 11 min. TOE CLEARANCE (A) (B) VERTICAL CHANCES IN LEVEL 403.1 GENERAL. ° N WALKING 5URFAGE5 THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL R 42 min. 42 min. ®- 3033 BEVELED. COMPLY WITH 5EGTION 403. CHANGES IN LEVEL BETWEENY4 INCH ((b1MIA) HIGH MINIMUM ANDY2 INCH(13 MM) HIGH MAXIMUM SHALL x< 48 24 MIN. BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 306.2.1 GENERAL. 403.2 FLOOR OR GROUND SURFACE. 10 SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND q INCHES(230 FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 302. 403.52 PASSING SPACE. 2 MM) ABOVE THE FLOOR OR GROUND SHALL BE TOE GLEARANGE AND SHALL 2.�' I COMPLY WITH SECTION 306. 403.3 SLOPE. GE55IB AN AGLE ROUTE WITH A CLEAR WIDTH LE55 THAN 60 INCHES(1525 MM)SHALL PROVIDE (G) THE RUNNING SLOPE OF WALKING 5URFAGES SHALL NOT BE STEEPER THAN FIG. 4042.42 4 1:20. THE GROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER PASSING SPACES AT INTERVALS OF 200 FEET(61M) MAXIMUM.THESE PASSING SPADES SHALL BE MANEUVERING CLEARANCE AT SLIDING AMC) FOLDING DOORS 30622 MAXIMUM DEPTH. T�g� EITHER A 60 INCH(1525 MM) BY 60 INCH(1525 MM) MIINIMUM SPACE,OR AN INTERSECTION OF TWO � ;,:`,, „ '.';,:'a , TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (b35 MM) MAXIMUM 1+03.41'GANGC-5 IN LEVEL. WALKING SURFACES WHIGH PROVIDE A T SHAPED TUIRNING SPACE COMPLYING WITH SECTION 304. 404.2.4.3 DOORWAYS WITHOUT DOORS. UNDER AN ELEMENT. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 303. 404 -DOORS AND DOORWAYS DOORWAYS WITHOUT DOORS THAT ARE LE55 THAN 36 INCHES(ql5 MM) WIDE SHALL HAVE MANEUVERING CLEARANGE5 FIG. 3033 306.2.3 MINIMUM DEPTH. 4041 GENERAL COMPLYING WITH TABLE 404.2.4.3. BEVELED CHANGES IN LEVEL 4035 CLEAR WIDTH. WERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH TABLE 403.5. DOORS 4 DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WU 5EGTION 404. TABLE 4042.4.3 303A RAMPED. FLOOR OR GROUND SPACE,THE TOE CLEARANCE SHALL EXTEND 11 INCHES(430 MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS CHANGES IN LEVEL GREATER THAI INCH(13 MM) SHALL BE RAMPED AND SHALL COMPLY WITH MM)MINIMUM BENEATH THE ELEMENT. TABLE 403.5 CLEAR WIDTH OF AN ACLE551BLE ROUTE 4042 MANUAL DOORS. APPROACH DIRECTION MINIKM CLEARENCES SECTION 405 OR 406. 306.2.4 ADDITIONAL CLEARANGE. MANUAL DOORS AND DOORWAYS,AND MANUAL 6ATE5, INCLUDING TICKET GATES,SHALL COMPLY PERPENOIIUA AR TO DOOR G G SEGMENT LENGTH MINIMUM SEGMENT WIDTH SPAGE EXTENDING THAN 6 INCHES(150 MM) BEYOND THIS AVAILABLE WITH THE REQUIREMENTS OF SECTIONS 404.2.1 THROUGH 404.2.11• (SEE NOTE U 304 - WHEELCHAIR TURNING SPACE 24 INCHES(610 MM) 32 INCHES(815 MM) M FRONT 48 IN(1220 mm) KNEE CLEARANCE AT q INCHES(230 MM) ABOVE THE FLOOR OR GROUND SHALL > 24 INCHES(610 MM) 3(b INCHES R5 MM) 4042.1 REVOLVING DOORS AND TURNSTILES. FROM 5112E 42 IN(IOb5 mm) 304.1 GENERAL. A WHEELCHAIR TURNING SPAGE SHALL COMPLY WITH SECTION 304. NOT BE INCLUDED IN TOE CLEARANCE. REVOLVING DOORS OR TURNSTILES SHALL INOT BE PART OF AN ACCESSIBLE ROUTE. 1. MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY. 3042 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING 30625 WIDTH. I. GONSEGUTNE SEGMENTS OF 32 INCHES(815 MM) WIDE MUST BE 40422 DOUBLE-LEAF DOORWAYS. 4042.4.4 REGESED DOORS. SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:46 AND SHALL COMPLY WITH SECTION 302. TOE CLEARANCE SHALL BE 30 INCHES t`I60 MM) WIDE MINIMUM. ('/ SEPARATED BY A ROUTE SEGMENT 4b INCHES(1220 MM) LONG MINIMUM AT LEAST ONE OF THE ACTIVE LEAVES OF IDOORWAY5 WITH TWO INDEPENDENTLY OPERATED WHERE THE PLANE OF THE DOORWAY 15 RECESSED MORE THAN 8 INCHES(200 MM) FROM THE PLANE OF THE WALL, AND 36 INCHES(ql5 mn) wide minimum. LEAVES 514ALL COMPLY WITH SECTIONS 404.23 AND 4042.4. CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. KNEE SIZE. WHEELCHAIR TURNING LYIN65PI SHALL COMPLY WITH SECTION 3043.1 OR EITHER T. INCLUDE 306.3 KNEE CLEARANCE. KNEE AND TOE CLEARANCE GOMPLYINIG WITH SECTION 30b ONLY AT THE END OF EITHER THE BASE 4042.3 CLEAR WIDTH. 4042.43 FLOOR OR GROUND SURFACE. OR ONE ARM. 8 DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES(815 MM) MINIMUM. CLEAR OPENING FLOOR OR GROUND SURFAGE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN min. OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR 1.46 AND SHALL COMPLY WITH SECTION 302. 60 min. 60 min. � l fn AND STOP,WITH THE DOOR OPEN CIO DEGREES.OPENINGS MORE THAN 24 INCHES(610 MM) :' V fn DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INGHE5(0115 MM) MINIMUM. THERE SHALL BE 40425 THRe5HOLD5 AT DOORWAYS. ` Q NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES(865 MM) ABOVE THRESHOLDS,IF PROVIDED,AT DOORWAYS SHALL BE ? INCH(13 MM) HIGH MAXIMUM. RA15ED THRESHOLDS 4 E24 mh. 48 mh. 24 mh. cS� THE FLOOR OR GROUND.PROJECTIONS INTO THE MINIMUM CLEAR OPENING WIDTH MORE THAN GHANGE5 IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. 1 34 INCHES(665 MM) AND UP TO 80 INCHES (2020 MM) ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES(102 MM). 4042.6 TWO DOORS IN SERIES. E ^ ;;•.. D15TANGE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES(1220 MM) MINIMUM PLUS THE � � WIDTH OF ANY DOOR SWINGING INTO THE SPACE.DOORS IN SERIES SHALL SWING EITHER IN SAME DIRECTION OR N s YiD E •• 32" MIN. 32 MIN. AWAY FROM SPAGE BETWEEN DOORS. ; ._i*sI ,.t'TIP �- (A)CIRCULAR min 3b min. 12 min - - ° '� m m '� r T n x (B) SLIDING DOOR 48 MIN. 48 MIN. (B) T-SHAPED II 51ZEOW31HEELCHAIR TURNING SPACE min. KNEE CLEARANCE X z q0 DEG. " 32 MIN. t? 3043.1 CIRGULAR SPACE. 30631 FIG 4035 - CLEAR WIDTH OF AN ACCESSIBLE ROUTE Q THE WHEELCHAIR TURNING SPAGE 5HAH BE NOT LE55 THAN 60 INCHES(1525 1" DIAMETER SPACE UNDER AN ELEMENT BETWEEN q INGHE5(230 MM) AND 21 INCHES(685 MM) < (3 MINIMUM.WHEELCHAIR TURNING SPAGE SHALL BE PERMITTELU D TO INCLUDE KNEE AND TOE ABOVE THE FLOOR OR GROUND SHALL BE KNEE CLEARANCE AND SHALL COMPLY Q (A) HINGED DOOR (G) FOLDING DOOR CLEARANCE GOMPLYING WITH 5EGT!ON 306. WITH SECTION 3063. FIG.404.23 '4910 3043.2 T-SHAPED SPACE. Q CLEAR WIDTH OF DOORWAYS THE WHEELCHAIR TURNING SPAGE'5HAL.L BE A T-SHAPED SPACE WITHIN A 60 INCH (1525 306.32 MAXIMUM DEPTH. 4042.4 MANEUVERING CLEARANCES AT DOOORS. MM) MINIMUM 5QUARE WITH ARMS,ATV BASE 36 INCHES(q15 MM) WIDE MINIMUM.EACH ARM � N (A) (5) OF THE 'T'5HALL BE CLEAR OF O)B5TRUGTION5 12 INCHES (610 MM) MINIMUM IN EACH KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES (635 MM) MAXIMt,M MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH 5EGTIONS 4042.4.1 m THROUGH 4042.4.1. DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS UNDER AN ELEMENT AT q INCHES (230 MM) ABOVE THE FLOOR OR GROUND. `0 EXCEPTION: DOORS TO H05PITAL BEOROOM5 SHALL BE EXEMPT FROM THE REQUIREMENT FIG.4042b TWO DOORS IN SERIES 306.33 MINIMUM DEPTH. FOR SPACE AT THE LATCH 51DE OF POOR PROVIDED THE DOOR 15 44 INCHES(1120 MM) 404.2.1 DOOR HARDWARE. 304.4 DOORS. WHERE KNEE CLEARANCE 15 REQUIRED BENEATH AN ELEMENT AS PART OF A WIDE MINIMUM. HANDLES,PULLS,LATCHES,LOCKS,AND OTHER OPERABLE PARTS ON ACGE551BLE DOORS SHALL HAVE A SHAPE UNLESS OTHERWISE SPECIFIED,DOOR5'5HALL BE PERMITTED TO 5WI% INTO WHEELCHAIR CLEAR FLOOR OR GROUND SPACE,THE KNEE CLEARANCE SHALL BE II INCHES 404.2.4.1 SWINGING DOORS. THAT 15 EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING,PINGHING,OR TWISTING OF THE TURNING SPACES. (280 MM) DEEP MINIMUM AT q INCHES(230 MM) ABOVE THE FLOOR OR GROUND, SWINGING DOORS SHALL HAVE MANELVERING CLEARANCES COMPLYING WR15T TO OPERATE.SUCH HARDWARE SHALL BE 34 INCHES(865 MM) MINIMUM AND 48 INGHE5(1220 MM)MAXIMUM 305 -CLEAR FLOOR OR GROUND SPACE AND 8 INCHES(205 MM) DEEP MINIMUM AT 21 INCHES(685 MM) ABOVE THE FLOOR WITH TABLE 404.2.4.1. ABOVE THE FLOOR OR GROUND.WHERE 5L1121% DOORS ARE IN THE FULLY OPEN POSITION,OPERATING HARDWARE OR GROUND. ENGINEER: SHALL BE EXP05ED AND USABLE FROM BOTH SIDES. 305.1 GENERAL. CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH 5EGTION 305. 3063.4 CLEARANCE REDUCTION. TABLE 4042.4.1 EXCEPTION: LOGK5 USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE /` F'K ` MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS PERMITTED IN ANY LOCATION. FLOOR OR GROUN305.2 FLOOR OR D 9JRRFAGE-5 OF A CLEAR FLOOR OR GROUND SPACE SHALL HAVE A SLOPE ROUND,THE KNEE(CLEARANCE SHALL BEEPPERMITTED TO BE REDUCED AT A� _ s f��O TYPE OF USE MINIMUM CLEARENCE5 ��ER APPROACH DOOR PERPB�DICULAR BEYOND LATCH PARALLEL TO DOOR NOT STEEPER THAN 1:48 AND SHALL COMPLY W/SECTION 302. RATE OF I INCH (26 MM) FOR EACH 6 INCHES(150 MM) IN HEIGHT. DIRECTION SIDE TO DOOR 404.2.E CLOSING SPEED. - (�O 305.3 SIZE. 306.3.5 WIDTH. �� FROM FRONT PULL 60 IN(1525 mm) 1150 IN(455nW 404 2 8.1 DOOR CLOSERS. THE CLEAR FLOOR/GROUND SPACE SHALL BE 30 INCHES(760 MM)MIN.BY 45" (1220 MM)MIN. KNEE CLEARANCE 5HALL BE 30 INCHES(760 MM)WIDE MINIMUM. L FRONTFROM 48 IN(1220 mnJ :o IN(o mm)2 DOOR CLOSERS SHALL BE ADJl15TED 50 THAT FROM AN OPEN POSITION OF q0 DEGREES,THE TIME REQUIRED �, !r FROM HINGE PULL 60 IN(1525 mm) ;36 IN(ql5 mrrJ 42 IN(1065 mm) TO MOVE THE DOOR TO AN OPEN P051TION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. 305.4 KNEE AND TOE CLEARANCE. FROM HINGE 42 IN(I065 nW 154 IN(1310 mm) UNLESS OTHERWISE SPECIFIED,CLEAR FLOOR OR GROUND SPAGE SHALL BE PERMITTED TO « FROM LATCH R)LL 48 IN(1220 mrcJ ;24 IN III mm) 4042.8.2 SPRING HINGES. v FROM LATCH PUSH 42 IN(1065 mm) ;24 IN(610 mrcJ DOOR SPRING HINGES SHALL BE ADJUSTED 50 THAT FROM THE OPEN POSITION OF 10 DEGREES,THE DOOR INCLUDE KNEE AND TOE CLEARANCE GOl1PLYING WITH SECTION 306. �;r, ��C` I. MANEl1VEI�ING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY. SHALL MOVE TO THE CLOSED POSITION IN 1.5 5ECONDS MINIMUM,MEASURED UNDER AMBIENT CONDITIONS. 305.5 POSITION. $'; r 2. ADD 12 INC (300 M I IF G•L05ER AND LATCH PROVIDED. UNLESS OTHERWISE SPEGIFIED,THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR I` CD JEFFREY BUTLER, P.E. 3. ADD 6 INCHES(150 MM) IF GLIO5ER AND LATCH PROVIDED. 404.2•q DOOR-OPENING FORGE. EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT n L___.._ a�" (, 4. ADD 6 INCHES(150 MM) IF CLOSER PROVIDED. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORGE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE 48 mh. AUTHORITY. THE MAXIMUM FORGE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL 54"MIN. BE AS,FOLLOW5: O [fl I. INTERIOR HINGED DOOR: 5A POUNDS(222 N) Ti '�- 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS(22.2 N) Z (3 < THESE FORGES DO NOT APPLY TO THE FORGE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER s In 15"MIN. DEVIGE5 THAT HOLD THE DOOR IN A CLOSED POSITION. E 0 O �� 404.2.10 DOOR SURFACE. 42"MIN. 18" H (� } C) DOOR 5URFAGE5 WITHIN 10 INCHES(255 MM) OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A Q Z CD LU (A)FRONT APPROACH,PULL 51DE SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR 30 min. (B) PARALLEL _I O Z (3*48 MIN 44ERE BOTH CLOSER AND LATCH ARE PROVIDED VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN I/ib INCH Oh MM) OF THE SAME PLANE AS THE OTHER. MIRROR CAVITIES CREATED BY ADDED KICK PLATES SHALL BE GAPPED. z EXCEPTIONS: (� FORWARD F1163055 2: OF CLEAR FLOOR OR GROUND SPAGE � NOTE: LAVATORY � � J � � � I. SLIDING DOORS. ^1 6RAB BARS Q _ 65 HINGE HER E30TH,PUSH SIDE 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING FLOORCLEAR I �TO�WOOD� ( 2 12" MIN. 'S4 MIN WHORE BOTH CLOSER AND LATCH ARE PROVIDED EDGE TAPERED AT NO LE55 THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET H ONE FULL UNOB5TRUC?ED 51DE OF THE CLEAR FLOOR OR GROUND SPACE SHALL 3 2 4 10 BLOCKING AND LOCATED _ 3-0 bill DOOR Q 305.E APPROACH.0 LL AREA A5 PER A.N.S.I. t CAB.O. THE 10 INCH (255 MM) BOTTOM RAIL HEIGHT REQUIREMENT. ADJOIN OR OVERLAP AN AGGE551BLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND STANDARD5(SEE 3. DOORS WHIGH DO NOT EXTEND TO WITHIN 10 INCHES(255 MH OF THE FLOOR OR GROUND. SPACE. 30'MIN. CLEAR FLOOR AREA ACCESSORIES) a 33 Z Uj 305.1 MANEUVERING CLEARANCE. IF A CLEAR FLOOR OR GROUND SPAGE 15 IN AN ALCOVE OR -� r (B)FRONT APPROACH, �. _ 404.2.11 VISION LITE5. OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES,ADDITIONAL MANEUVERING CLEARANCES 60"MIN. N a Q J N O Pu5H 510E z DOORS AND 51DELITE5 ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING COMPLYING WITH SECTIONS 305.1.1 AND 305.1.2 SHALL BE PROVIDED. O Z LU < Q D THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES(IOCIO MM)MAXIMUM ABOVE WATER CLOSET P I < (Y � Q (V THE FLOOR OR GROUND. � 60 min. � � � is) Q Q 24" 404.3 AUTOMATIC,DOORS. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTIONS 404.3.1 THROUGH 404.3b. FULL � O -� POWERED AUTOMATIC DOORS SHALL COMPLY WITH AN51/13HMA A15b.10. LOW-ENERGY AND POWER-A5515TED ry R -5TROOM AGGE55ORY 5GHEMLE 54"MIN. o z DOORS SHALL COMPLY WITH AN51/3HMA A156.Iq. ►-^ r Z (F)LATCH APPROACH,PULL SIDE " E TISSUE D15PEN5ER - 31-6 11-0" W = 404.3.1 CLEAR OPENING WIDTH. x ID z (� DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES(815 MM) IN POWER-ON AND POWER-OFF MODE. rR BOBRIGK No. B-4538 MIRROR GRAB S V Q 4 36 MIN. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEM5 SHALL BE BA5ED ON THE CLEAR OPENING 0 MIRROR - N'-41' 0 O Q PROVIDED BY ALL LEAFS IN THE OPEN POSITION. z BOBRIGK No. B165-1836 LAvnroRY 0 (G)HINGE APPROACH,RILL SIDE 404.32 MANEUVERING GLEARANGES. 36 min. Q GRAB BAR - 4 ry CLEARANCES AT POWiER-AS515TED DOORS 51-ALL COMPLY WITH SECTION 4042.4. (B) PARALLEL APPROACH BOBRIGK No. B 6106.36 36" x i I/2" 4" MIN. (a) FORWARD APPROACH FIG. 305.1 - MANEUVERING GLFr4RANGE IN AN ALCOVE m E 4043.3 THRE-5HOLD5. GRAB BAR -C PAC, - -� THRESHOLDS AND CHANGES IN LEVEL AT DOORWAY5 SHALL COMPLY WITH SECTION 4042.5. ® BOBRIGK No. B 6106.42 42" X I I/2" 646 MIN.44M 4043.4 TWO DOORS IN SERIES. 305.1.1 FORWARD APPROACH. v R CLOSER DOORS IN SERIES SHALL COMPLY WITH SECTION 4042b. THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES R5 MM)MINIMUM WHERE THE DEPTH EXCEEDS Q GRAB BAR - e'KNEE CLEARANCE TISSUE HOLDER 6 PROVIDED 404.35 CONTROL SWITCHES. 24 INCHES(610 MM). BOBRIGK No. B 6106.1E 15" x 1 1/2" I'-s"wv. WATER CLOSET 42" 'MIN CONTROL 5WITGHE5 SHALL COMPLY WITH SECTION 3N. 305.12 PARALLEL APPROACH. THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES(1525 MM) MINIMUM WHERE THE DEPTH EXCEEDS TYPICAL HANDICAP DETAILS 14 0)LATCH APPROACH,PUSH SIDE 4043b SIGNS. 15 INCHE5(360 MM). (0)HINGE APPROACH,RILL SIDE - F16.404.2.4.1 LABELS AND WARNINGS FOR AUTOMATIG DOORS SHALL COMPLY WITH'5EGTION 103.4. (FROM I6G/AN51 AI11.1 2003) 048 MIN WHERE BOTH CLOSER AND LATCH ARE PROVIDED' MANEUVERING CLEARANCE AT SWINGIN6 DOORS of 14 1 42"IMIN. 18" WHERE SPACE PERMIT.,, 1 4" VTR LEAD SLEEVE FLASHING - ExTEND GRAB BAR a I (TIE INTO EXISTING) TUCK TOP INTO PIPE o TRAWWER SIDE � MIRROR I V M. I SEALANT BY ROOFER -LAVATORY sal = Ig• \ MIRROR 12" 2 12, 12, LAVATORY � 42• -T„- 3 1 - - — 1 & : r T 3 Rl 2 i11t 2" I1 2" I1 211 II 1 I1 1I I 5-.i1 5.1 3"ll 311 CLEAR FLOOR li I 1 I I AREA, DISPENSER II I I PI'MN.LAV.DEPTH LAV LAV LA\/ I 1 I 1 1 I I I URINAL URINAL w•G. 3" 3" 3" 511 3" \_146A.- & X 3.5 ® 4' O.G. LEAK FLoo►R AREA ND I GA.�P�D REST ROOM 3 4 MOP SINK FL DRN H.SHWR SHWR SHWR � v`} 4 60 MIN. TYP. HA 2' 211 2" " 311 3" 3" — Ll---:311 ,1 PLUMBING DWGS. ELEVATIONS G•C-. G.D 3„ G.O. GO• I 41160. NOT TO SCALE 4" 4" 4" (PER IGG 2003/ANSI A117.1 - 2003) G O 4" 1 NT STACK D TAI L TIE INTO EXISTING SANITARY R15ER �: 1 2„ (-0_ „ �'r.RT PIPING OR APPROVED SANITARY 5GALE: TYP. HANDIGAPPED REST ROOM FIXTURE P-TRAP GH PLUMBING R15ER DIAGRAM NT5 I SEPTIC SYSTEM NOT TO 5GALE LAB/. TRAPS = 11/2"(P ALL UTILITY SINKS = 3111p I ALL SINK TRAPS = 2'cP ALL W.G. = 3114) ALL FLOOR TRAPS = 3"(p ALL GLEAN OUTS = 4"0 ON 4"N LINE 3"m ON 3",V LINE 34'�:�" 1=IXTURE R,OU61�-IN SGH-DULE FIXTURE GW HW SAN VENT NOTES 2'-10" 5'-0" 6'-8" I6'-0" 4'-0" WATER CLOSET 111 - 311 241 1,2 URINAL 3/411 - 2" 1 1/2" 1,2 LAVATORY 1/211 1/2" 111211 1 1/4" I, 2 (3) EXI5TIN5 (3) EXISTING MOP RECEPTOR 3/41' 5/411 511 1 1/2" 1, 2 —•••-- FLOOR DRAIN - - 3" I I/2" I EXISTING EXI5TIN6 NO• E5: ,� O I.SIZES INDICATED ARE MINIMUM. LARGER SIZE-5 SPECIFICALLY I INDICATED ON DRAWING5 5UPERCEDE MINIMUM 51ZE5 INDICATED IN TOVIELDROP m , � THI5 SCHEDULE.DROP 4 BENCH"? BENCHL 2. TERMINATION STYLE AND 51ZE FOR FIXTURE CONNEGTION5 51HALL ^ m Q. I BE A5 INDICATED BY FIXTURE MANUFACTURER. h� OcsJ ILLJ M O O 4" <s) O 4" O 51� W N m m q-2 FIXTURE 5GHEDULE V m 1 O QTY DES D15GRIPTION �/ 0 L PROPOSED HOLLMAN Y %3 2 P-1 WATER CL05ET(HANDICAPPED): W Q LOCKER MODEL 'B', . 1U AMERIGAN STANDARD 2251.103 U_ ID5 MODUAL5, 110 6_g AFWALL E L Ib, Il' MOUNTING HEIGHTX Z TO RIM,WALL BUNG O LOOKERS 'cv O VITREOUS CHINA,ELONGATED,TOP SPUD,FLUBS ON Ib CD O SEE OWNER FOR Y LOCKER FINISH AND cv N W I GALLONS. INTERIOR OPTIONS FLUSH VALVE: SLOAN NO. III LY(COENGH SESS•COV 0NITE NO.q5,SOLID PLA5TIC,OPEN FRONT SEAT L . I' 0 -- Z - . Z CARRIER: ZURN Z-1203 AND 7-1204 t SERIES. �"� � O O O' 10'-0" 2 5' 2" '-C' ;• 3 P-2 cv x x "' 4-2x4 POSTS w LAVATORY(HANDICAPPED): AMERIGAN STANDARD 0356AI5 LUCERNE WALL HUNG PROPOSED RECESSED z O I z O `�v EXI5TING FRAMED WALL 2-I%xIIYB LVL HDR INSULATION LIGHTING FIXTURES(SEE " -------- - - __-------___ __ LAVATORY: VITREOUS CHINA,FRONT OVERFLOW, �T-1 W m 2-1�4xIIYa" LVL HOR SELF-DRAINING DECK,DRILLED FOR 4"CENTERS AND FOR 44 ELECTRICAL DRAWING FOR N cv CONGEALED ARMS MOUNTING. 10-1 I-- WIRING) IU 4-2x4 P05T5 TRU-BRO LAV-GUARD UNDER5INK PROTECTIVE PIPE COVER: z z MODEL #103 WITH REUSABLE FASTENERS. ,,EN,C E R: O O O O x z !I AMEWIGA 4" OK FAUCET,LEVER HANDLES AND J x GENTER5E w GRID DRAIN. C) g z SUPPLIES: MGGUIRE NO. 161 LK,3/8"X I/2"OD. CHROME PLATED 50LID BRA55 ANGLE STOPS WITH L005E KEY.o NCH � � 1 � ��, ;• . BEN ". O1`IL �� 2 4 ,� ~ n CHROME-PLATED P-TRAP,SLIP INLET,THREAD OUTLET, cu• 4'- ' z z O z P-TRAP: MCGUIRE NO.201, 1-1/4"X 1-1/2" CAST BRA% cr TOWEL �,� , I_ .9. I u: w 5 O O DROP O w - w v YYxC LOGKER "�• LOCKER p are w BRA55-NUT AND CLEAN-OUT PLUG. c!l O ROOM 21-6" 31-4" 2�-6" ,./ I ROOM O P-3 NOT USED �'�� =�A�� ' � a� N lOb2.54 S.F. 13'-I 3-2x4 POSTS 1 .�/11 I Iu `--- O 106254 S.F. O O O O z 3 3-0 Y2 11"Y2 z 2 P-4 URINAL: r 5 � 7; SQ AMERIGAN STANDARD WA5HBROOK 6501.010 JEFFREY T. BUTLER, P.F. x -2x4 P05TS 1 x 1u X15TING w I P-5 MOP SINK: 3'_)y2" 3'-0" ly2" II' 7Y2'1 1 1 CR WALL _ EXISTING FRAMED WALL 4RAMED '-0' EXISTING FRAMED YJALL WILLIAMSAE AME2RI�AN STANDARD 8344.111 (x � Q I 2-13/.FxilYg" 2-I�4xilYe" TRAP: 3" P-TRAP Q-- CD 1 Y2 3-8 17- 17- LVL HOR �.� LVL HDR L FLOOR MOUNTED I�I O 0 -N 5 Q � -�i � 311FD � 3'FD � 3"FD � i �i - Q O O O O O ONL / / \ / \ 4 P 6 ZURN Z3oo N m � ? 3' FLOOR DRAIN C U_ (� O O LANDING LANDIN6 _ u �n PA AGE 5H 31 - E~ - ---- PASSAGE H H ?�_�+-__ - Lu Q m z W Y 2 3'-4' S'-o P-4 P-4 2 -- __-- 5T I RHE L � '""` r � -- ---- 5TAI RHELL _3 p z }1. O 36 5.F UR UR __ __ q F• 7 UR UR 3__ ---- q I bq S.F. 4 q b S 3070 e��" _ Q IL 30,o O OO O O O Off' 5 ---- - o B- CL • (� Q 5-8 q 1-01, \P-b� 6 ---- -- �;l.�e%`Ma.��? \ � � Z 6------- O IlkO O _-- 311FD o Q ____-- RE5TR00M AGCE55ORY SCHEDULE04 z 311rD o Q 04 P-I 1U LAV LAV LAV WG LAV LAY LAV __ (DD P-2 P_2 ^ � TISSUE DISPENSER - N Q z --I cv O( PACK ;� ® ® ® !T) O PACK BOBRIGK No. B-4335 w --I ' N 1— : X F— •d OUT WALL W O OUT WALL a J (V Q JAN GL 4 WG TO TO Q MIRROR - O Lu < O 0 u, MATCH JAN GAL MATCH BOBRIGK No. 8165-1836 �..,, W Q N 1 • 10'-Oy' 1 " THICKNESS THICKNESS m LL 1— 'S 101.65 S.F. 15-0 2 5-0 BELOW 101.65 S..F. BELOW Q GRAB BAR - ks) Q MOP SINK O O MOP SINK BOBRIGK No. B 6106.24 24" x 1 1/2" O P-s 41_�2' 3'-8" ® GRAB BAR - W --! }- 6 O / TOILET R M ry �a� TOILET ROOM BOBRIGK No. B 6106.42 42 x 1 1/2" z EX15 ING j 1338.05 5.F. all EXISTING - 338.08 S.F. < O 0 STOR # 0 0-4 Ib.0 5F. Q(3) EXISTING ('9V2'k 2'-b" 2'-b" 4'-4" EX TING 3'-10' I'-I" 3'-II"(3) S3'-11, 1 Y2 5'1�2" 3'-8" 15'-0" 6_261 PA CE : I I NOTE: �UPPER L . FI�®® L—mAN >�L \/ STRUC% AL PLANI GONTRAGTOR TO PROVIDE FIRE PROTECTION 21 5Y5TEM PER GODS REQUIREMENTS. SUBMIT 5GALE: I/8"= I'-O" O 4 8 12 SCALE: 1/4"=I'-O" O 2 4 6 PLANS TO FIRE MARSHALL FOR APPROVAL. of 15 — I = I _j _ L Z T-2Y20 10'-0„ T-3% ` a Q I S 1" PLUG I" PLU ww I LOUNGE ' ® 208 S.F. o �i ® i w F 1 ® 2 lY lY Q 4'-lIy" REMOVE EXISTING 2" -9� (11-6) En NIPPLE AND CAP AND i _ n� INSTALL NEW 2" MAIN LOCKER �/ ROOM NO. I I r j 6'-0' 10'-01, `r T-0n 7'-0" 4'-10" EXISTING 2y2' ; M TO REMAI�� 1,4 �- — — —1� ._ — �� . 1�4 L ® Zia .�` l�G N I 2x1 VICT. �.1�ac�� 1!� �, lac ®. l00 ro y4 MEN TEE �l"9? (11-10) � (6-10) (6-10) OPEN TO BELOW ! � c� LOCKER ( ' '�' ROOM NO. 2 Ln 338 S.F. EXISTING 2" WIN ' 1" PLUG �' Li O x TO REMAIN ' rl" UG 1" PLUG 1" PLUG j W r T-5" 14'-0' S.'I- 0" r 11sn ^ > Z ' x1Y VICT, ' _ B..L o T. O® O ® ® ECH, TEE lye ® 1% 'o ® Z o a N EX15TIN6 O �/ 1 Y —W 4 =W �� — 4 w � z Q w I 1 ~ J L.1J C� S 00 j ELEVATOR ® r f•— F O C C '� o (7-6) y' w � J j c� N m N I ' � ~ cam ~ � ~ Z II;I ?� ® ® mow mow mow o ® � GH. II,! O 28gS SQ.FT. DD +>E VESTIBULE p I I I! Q E 1 u ' x ctil X cv X CU U - cs, w Q R Oj �Q cu cv w ITI l3 S.F. E-XaT cz j m -- m — � Z III 7 n 'T T-0" 4'-10° o w w ! N CU x I- VIC 1 1Y ® lY ® lY U Q Q O cv ENTRY HALL o o TE -3) (11-4) (6-l0; = O TTENDAN 106 s.F. w O C) I" PLUG , z O Ca I21 s.F. L Lu 5 z E6RE55 Lu o I , 1" PLUG Q 0 - o mQ 4 .n l� — — lY _ 1/ — _ ® a� m 5TA I R - ® - 3, Mff -- O O 5 Q o _ 6,-5N 71_ REMOVE I _ 2 2 2 lY s ® ® ® cu ® F ® -4) (4-lY2 (6- ) (0-9) (6- 0) (4-6 '� y ® FAN NIPPLE AND A m INSTALL NEW 36 RAIL HT. OPEN TO (TO CODE) O ® On OPEN TO 1" LU 13 Cu I MAIN FOYER `� o BELOW MAIN FOYER I 1 U �- BELOW I, ` I i OFAN -- I C I # Z d I-1" PLU < " I N z 1" PLU WASH ROOM 301 R w C ) Q Z Li Of - z a � w z � v I I U U cti to w I w � I w I _ � v z 0 = EXISTI SPRINKLER MAIN3ANDI- INES TO RE H A I ® R Z = � 1 VIEW SPRINKLER PIPE ( MAINS AND LINES ) i O NEW MAINS AND LINES SCHD , 40 W / CI1 EIRTINC �ULr) � Y I Z � � FIRE SPRINKLER REFLECTED CEILING PLAN FIRE SPRINKL ER PIPING PLAN � `° C z0 EXISTING CALC PLACARD I E N 'G NERAL NOTES JOB NAME: LAUREL LINKS GOLF CLUB a V) �' JOB ADDRESS: - I EE PLAN 1) THIS DRAWING SHOWS THE LAYOUT OF THE SYSTETAS AND INDICATES THE AREA: CLUB HOUSE (5EE PLAN APPROXIMATE LOCATION OF EQUIPMENT AND PIPING. THE PIPING IS TO BE INSTALLED w N0. OF SPRINKLERS: 15 FOR LENGTH) I" THIRD TEE IN APPROXIMATELY THE AREA AS INDICATED ON THE DRAWINGS. HOWEVER THE w Y BASIC OF DESIGN: CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MODIIFICATIONS THAT MAYBE 1. DENSITY: 15 ,1 I) i REQUIRED TO SUIT STRUCTURAL OR JOB CONDITIONS. CONTRACTOR SHALL FURNISH 2. DESIGNED AREA OF DISCHARGE: LARGEST ROOM I I THRD qO I THRD PLUG � ALL OFFSETS,ADDITIONAL FITTINGS, PIPE ADJUSTMENTS ETC., AS REQUIRED TO MEET > SYSTEM DEMAND AT BASE OF RISER. j I° X 0-4 I INSTALLATION CONDITIONS. a 1. G.P.M. DISCHAGE: 281.8 G.P.M. J I- 0 0 2. RESIDUAL PRESSURE: 56.1 P.S.I. j m '- SPRINKLER R 2) ONLY UL APPROVED AND NFPA LISTED EQUIPMENT SHALL BE USED. N BRANGHLINE I" DRY FEND. 3) THE CONTRACTOR IS TO REVIEW AND VERIFY ALL FIELD CONDITIONS, - — MEASUItMENTS, PLANS, AND STOCK LISTS, PRIOR TO ORDERING FABRICATION AND 2y2" GRVD, ELBG'w' INSTALLING. 10' POTTER � - Q VOLTAGE DC-24V ELECTRIC BELL O 2�' I Z _J (VIRING BY OTHERS) TO SYSTEM 4) ALL ALARM WIRING IS BY OTHERS. AND IN ACCORDANCE WITH NFPA 72. 00 Z 5) PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE SEALED TO MAINTAIN THE. a � � . Nt INTEGERITY OF THE PARTITION. L.L. CO r--— F— GE I L NC O O Z r- Q 6) ALL UNDERGROUND PIPING N.I.C. AND TO BE INSTALLED BY OTHERS C z C M ctl v � u z 0 7) HYDRAULIC PLACARD TO BE PROVIDED AT THE RISER J z o I o E— O cV DR"'r FIENDANT DETAL 10Ya 0N0- 4' RELIABLE _j O �� O N DRY PIPE VALVE 8) ALL HEADS SUBJECT TO MECHANICAL DAMAGE ARE TO BE PROVIDED WITH HEAD ® o z � o �N —T-O' A.F.F. GUARDS. � �` J E` O EXISTING DRY SPRINKLELINE 4' BUTTERFLY: . w M v -1cv VALVE 3'-II' A.F.F. 9) CONTRACTOR IS TO REPORT CONDITIONS REQUIRIN(GCHANGES TO THE ENGINEER OF I� o z o PROTECTrION / O O D E�E 5 0�<E T RECORD PRIOR TO STARTING WORK. o o �-' 0 J EX15T ATTIC I U TO REMAIN L17 l� J �' Q A IC. AG ATT 5P}GE I ! I I z � ULLJ > EXISTING DRY SPRINKLER M � 10) SPRINKLER HEAD TEMPERATURE RATING SHALL BE; IN ACCORDANCE WITH NFPA 13R. > � W J M Lj oz TOLGO SIDE BEAM = M Q {; � BRACKET WITH J � � � � m I?ov 11) HANGERS TO BE INSTALLED PER NFPA 13R. PIPE 5fZE5 1"-2" � � d Qf DRY PENDANT DRY PENDANT DRY PENDANT DRY PENDANT 'DRY PENDANT DRY PENDANT O e " � W 00 � Q W IE _ F R, Q A 3/8"xO-2? LAG SCREW BOLT 4- � - z = Fli PIPE SIZES 2?"-4" 12) FLUSHING CONNECTIONS ARE AT END OF MAINS. z Z7 0-3 LAG 5GREW BOLT <C � o '''o I 13)AUXILIARY DRAINS SHALL BE PROVIDED WHERE REQUIRED TO DRAIN ALL PORTIONS J N z ;III=1 I El 11=1 o z - — = OF THE SYSTEM. '-III IIIII II _ � °° 14) RELIEF VALVE ARE NOT REQUIRED NOT GRIDDED SYSTEMS. ZD m u J EXISTING 6" -I I 15)ALL WORK SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION. I woos U,G. PIPING BEAM ATR 16) SPARE HEAD CABINET TO BE IN RISER CLOSET. �—THRUST BLOCK 17) CONTRACTOR MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND PIPE SHALL BE SSU SPRINKLER I (PER NFPA 24) SUBMITTED TO THE FIRE MARSHALL PRIOR TO FINAL APPROVAL. PFD SPRINKLER (MAIN � CHECKED 1ST FLOOR ' 18 PIPE HANGERS SHALL BE INSTALLED AS REQUIRED BY NFPA 13R. NO OTHER DEVICES • .` �� TOLGO PIPE RI NO ) Q DATE -F- USE TOLGO FIG. 25 SHALL BE ATTACHED TO THIS PIPING. 12-17-2 012 SURGE RE5TAINER SCALE E X I S TDETAIL 3 16„ _ 1 �_0, 19) SPRINKLER SYSTEM SHALL HAVE ALL NECESSARY SIGNS PER NFPA. .�oB No. SCALE: N.T.S. HAN5E 2 SHEET "THIS INSTALLATION FP - 1 BUILDING SECTION ALLATION AND DESIGN IS IN ACCORDANCE WITH THE PUIL.DING AND FIRE CODE OF NO SCALE NEW YORK STATE , NFPA 13R ( 2010) STANDARDS AND MANUFACTURES SPECIFICATIONS " 1 OF I SHEETS y $ : .•,. ILeurviLakit '' "'� '<" 1 I /0000, 25 G ` r — EX. A/G UNIT TO REMAIN SITE / \^ v� Man/euck Park WMet Baaeh _ — — EX. RETAINING WALL TO REMAIN LOCATION •. .;, b' THICK CONCRETE STEP H/ AND BE RETROFITTED TO SUPPORT / BROOM SWEPT FINISH. CONTROL k PROPOSED STOOP 5 <; :\ ry,��.�,E,I,'yl,;a�,•`fi;`��t'.��.�:�a��,;`'';vo'�;�;�.u��r�;��,� �;". JOINTS ® ICJ'MAX. SLOPE I/4" 0 o EJ GIN L TO AGIR O K . / ',•`1 a Wye �' , i p WAL . _ o\ - �- EX.NO UNIT TO BE REMOVED AND ':, Ex,ASPHALT PAV6,tNT ° ° , I RELOCATED A5 SHOWN EXI5TIN6 FOR INFORMATfION L J RELOCATE (EXISTING) A/G UNIT o 0 MP5TER AREA SEE SHT 8 0- / �:•.f4<d7r:r :,L-.t " r.,..,r ,4�1!�,p; .�:,,,:1�'�.4:n. i"'�i yw... 25v>a- 4 PAD {•,y Cy' ,� 9 ,";¢� - ��_`' _.. ,r..,.•,a-��." 6EN. EX15TIN6 p ° CART PROP05ED P.C. " F STAIR"1 STA TO MEET I STORAGEL3 EX ST NG GRADE PROPOSED N is 1 A lG COMP (" •>�.>� �� EL. EX. RETAINING WALL TO REMAI N I LOGATI ON ' MArP: ;1 �1 EX.GONG PAI ` NOT TO SCALE `' W/ELEG.XFMR I ' E STI / }WI _ • EX.5LATE I W►N 4g, b PATIO BUILDING TA5LE I NO BUILDING TYPE BUILDING USE AREA " I EXISTING ASPAULT �y ° � A EXISTING CLUBHOUSE ASSEMBLY 6,255 50.FT. 0 4 PARKING AREA ` ' I / I B EXISTING CART STORAGE 5TORAGE 5,111 50 FT. I w ° ® Ex GONG � G EXISTING POOL HOUSE ASSEMBLY 1,248 SQ.FT. o b EXISTING HALL c I chi �75 I / ,D EXISTING MAINTENANCE 4 PUMP HOUSE STORAGE 4,204 50.FT. EX. aftOM6 I I E EXISTING HALFWAY HOUSE STORAGE 558 50.FT.° o ° 4 ROOF Q / F EXISTING 5UPERINTENDENT5 HOUSE RESIDENTIAL 1,9"18 SQ.FT. 51 TE PLAN 1365ED EX.CHAIN LINK''. / EXTERIOR STEP D E T A I' L ON SURVEY BY: YOUNG 8 YOUNG, LAND SURVEYORS O u 400 O5T.ANDER AVENUE u ' - PAVERS ' RIVERHEAD, NEW YORK IIcIOI F4.EL= 8 4 O S I6 32 40 48 EX IN--© I/8" = (516) 727-2303 Fi-i ,TENNI5 COURT POOL a o EX P L S 30.00' GRAPH 16 SCALE 1'-0" ;z EXIST. • M_ HOH 1iJ ex NTR SR G 51 TE DATA: O � o '" I OWNER: LAUREL LINKS, LTD.' in X � Q EX,CHAIN LINK FENCE L R NG.ICK PATIO GDryG WALK SUFFOLK COUNTY TAX MAP No.'s: L-I u- B Ex,CONC.I-aK wa D15T: 1000 5EC: 125 BLOCK: 04 LOT: 24.23In 0 Z S ` VAULT mac' AREA OF 51TE: 67735732.00 SGJ=T..(154.7 ACRE5) <EX O WiP OL EGUIp 4D ZONE: A-G (AGRIGULTURAL CONSERVATION) Lu � � ,�' " +• � USE: RESIDENCE AND GOLF COURSE � O GROUND WATER MANAGEMENT ZONE: IV W METHOD OF. WATER SUPPLY: PUBLIC DATUM: NOVD (M5L I(12q) Lu -a 0 B SCOPE OF WORK: . CONVERSION OF EXISTING ATTIC SPACE TO MEMBER LOCKER ROOM SPACE W/ ENdiNER: G ® I TOILET ROOM,5HOWER5 AND NEW INTERIOR AND EXTERIOR STAIRS. MODIFY FIRE PROTECTION EQUIPMENT. l � _ _ r v _ _ C D P/�R< I N O AREA SEWA►OE DE51 C G_ RI�rER1Ac:ry f Heald services. " .. �� \ Department o / GROUNDWATER MANAGEMENT 1ON7 -Nc: I', O METHOD OF WATER SUPPLY- PUBLIC ALLOWABLE SANITARY FLOW = 600 GPD/ACREJc\ 60 30 0 60 120 180 240 500 / _ 'I" = bo'-o" \ 600 GPD x-ISI:YAG - g4,620-GPD GRAPHIC SCALEg2o I DEN5ITY CALCULATION (SITE): ,1EFFREY T. BUTLER, P.E. D I P1�RK I N� GAS GU AST I ONS. \ _ L 1 FARCE tAUR� Lam, \ CLUBHOUSE: 204 5TALL5 0 15 GPD/5TALL 3,,ObO GPD . . n LM ROAD5 AM OMN SPADE � \ r PROSHOP (RETAIL):.q 12 5F. 0 0.03 6PD/S,F. - 21 GPD EXISTING ON 517E PARKING CALCULATION: AREA'40.5574 ACfIS \ RESTAURANT: 165 SEATS® 10 GPD/SEAT ; . 1,650 GPD 325 EX15TING MEMBERS 05 MEMBERS = 163 SPACES 22 EXISTING EMPLOYEES ® I/EMPLOYEE = 22 SPACES Y F- CART STORAGE BLDG: 5111 S.F. ® 0.04 GPD/SF. 201 GPD fn� � b�oG.DEPT. PRIOR QTY REC�I)IRED: 165 SPACES a© POOL HOUSE: - PRIOR QTY PROVIDED: 204 SPAG � / f— SPA: 1248 5F.® 0.30 GPD/5.F. 3l4 GPA :'' � O ,� r BATHING: 50 OCCUPANTS ® 5 6PD/OGG. + N } / / 4 SHOWERS ® 50 GPD WER _ 500 OPP u- CD PARKING,5PAGE REQUIREMENT HAS NOT BEEN ALTERED B \ / CATERING, UP TO 34 0 5 GPD/CAPITA . - 170 GPD THE SCOPE OF PROPOSED WORK. / �- \ MAINTENANCE BLDG: 4204 S.F. ® 0.04 6PD/5F _ lb& GPD / ✓ _- SUPERINTENDENT RESIDENCE: 300 GPD - 300 GPD ____ -___-=__ \ HALFWAY HOUSE: Q v O z O ---- --- -- � 1200 S.F. 00.15 GPD/ 80 G S.F, _ IPD. Q � I— < 100 GOLFERS ® 5 GPD/GOLFED? 500 GPD JI (40% OF 250 TOTAL GOLFER5/DAY) C- _ 0 D- _________ TOTAL EXISTING FLOW(DENSITY) - IJ36 GPD' I— \ 1 _ V. /OUT FAW-a OF LAI RQ LWV/ —� Z - I \ / OPEN 5PAGE AREA. _ � ,�, DEN51 TY CAdLC FOR 'EX I ST I NC W —I w u N r A IY { . / SANITARY 5Y5 Noal : S JFFCLW CCIJ�aT� E ARTMcNT CAI"f-I�E-ALT SERViCES �- -- \ ��, 0 Q .. F� """ �•; \ �� CLUBHOUSE: 204 STALLS 0 15 GPD/STALL = 3,060 GPD �- O fis.Ia EF.No. C m/d "p G o/ PROSHOP TAI = q - Ey", LL- r •,. \ ` (RE U 12 S.F. ® 0 03 GPD/S.F. 211 RD Q O RESTAURANT: 165 SEATS® 10 GPD/SEAT' = Ib50 GPD : "o --I TOTAL EXISTING FLOW(DENSITY)' = 8 31 GPD BASEDONTHElNF0,%%!!kTlrt•,��U3',I�TfCra Iit�iAs -,��: I� \ r p BEEN DETF': ;NED THATTM3 pa0iECT O g DOE&r QT RE(Yj',.�E3",ur, �!.'°,�e(3Sl E,{Cc DISPASr?ro��VR'c:Tw clay-LY cRU?ITI � — - — — — — — — f� — — �' f Z , u „ R , MC-So. EX. GREASE TRAP ► �- o \ �n 1" -�._...- _ [+0.twtoR REQ V: _ uj , 3 t 1: : f:t r.._. •_;;i..r,;.v lticS';.^ ` I TRAP 12 m x V LIQUID DEPTH - 4,000 C rl UP F- " ^ * USE: I TRAP 120 x V LIQUID DEPTH 4,000 GPD b UP l''. diVTiP f!rl. /S7,Drz.,+,.BI"i:'7:i:., T'e,l EX. SEPTIC TANK ►-� v L. ol:. Ar--mm � ��sT',. _� , �:'^l"I,^r,n'°"t��pe��• 1' REQ'D: 8,031 GPD x 2 DAYS = . I6 14 G Ex'r,=,II,.), ;:; USE, 4 TANKS 2 0 x = o �E ., ..,. „-..�'�. I 6 DEEP IS,ID00 GAL. EX. LEACHING POOLS RASE : REQ'D: 8p31 GPD / I5 GPD /S.F. - . 5,358 S.F.S.WA. U5E: 15 POOLS IOV x 12' DEEP = 5,652 5.F.S.W.A. y m DATW O FECI:OF I "I�STEiP,fATt P�Rf'�r~ C'�E1"S , <E�-r PLAN NOTE: THE'PROPOSED WORK DOES NOT CHANGE THE CLUBHOUSE MEMBERSHIP OR THE CLUBHOUSE USE. NET CHANGE TO LOCKER QUANTITY AND PARKING STALLS 15 a-e-. in 400 200 O 400 800 1200 Iboo 2000 ZERO. SANITARY FLOW REMAINS UNCHANGED FOR THIS PROPOSAL. GRAPHIG 5GALE I" = 400'-0" JJJ O f I � •. fn f0 O N _. _..-..._ _.._. ___._ -_,-,.._._...,.W..'•s'.._ , . .,_, : .u_ ._ .._,::;..... ,,..- ,. ..-"_, -,., .. a,.!7'e.,::•.,'xa:...._..,,,•"enSy..i.. .k:,'fiw...F.wRs�.»,d...:,�';:'�;�. . _ _.. . .- - .-. . �. I ' I . .. - , . . __- . _t., - ._ , . .- . -,,m ,.,.�. r w�^+�--no,py4.',"'+T--T........... ..••+>T.+..• :F, ,-" .-- " .. i - . r t , 51TE PLAN 365ED 51TE DATA: �I �; .�....-I, WELLS ROAD ON SURVEY BY: OWNER: LAUREL LINKS, LTD. 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LLLL EXISTING LL . . . . . . . . . 520 3 / 5i ° 2'23"E_= ===_- 6,738,732.00 SQ.FT.. .. (154.7 AG) A �33 . . IRRIGATION ++ . . . . . . .%\,,, �4 5// b_99P--- _ -- E:X15TINO r s 0NF��'�' �:. WELL Nod } S°`' �0 ===--=_ AREA A5C ND I,..�.I.II.I I.II:.�.�....I.L..I:.IIII I I......I-I�.�,,.,.II I�. ..I��...I:I I..�.I I,...LI I.I.I I.�I.....�.I...I I�I I�.-xT.I.II..ILI.I..�.II:.�-.I�Oc....i..1.L..I.I I�..III i q..II..I.....III4I.L.�..L.I,.I I.I..,I.I..I..�II......I I+.I-I..4I�.t t00IX;IZ1 22�IIz�=.�I,.I;P 0�2 . .-'I(.--.--Lr .....//..../......,.......I/............,......'............�.../'..,,....�,....'..,.'+,..�., *..I..�I.*...,....,....�...........I.I. .... .9.-i.E._a T FOR h . . /l.'.'.'. .'..'. .' % \\� 42.2q' ----- - . .LLL OTABLE USEJ ++++ . /.,., . . .. . . �� N3 4 '� �/ _____________ -- / tEpFp Y T. BUTLER,P.E. .,. / IGATED LLLL } ' . . . . . .. ... ... .•. . 72 wa, O LLLL +tS � b . . . . . . . . . . . . . . . . . . .��. ------ ------------------ �`�i .. LLLL + c �\ �' ______________________ 506°II'40"E EXISTING () ' LLL +� I I . . ------------------------ L +� T + ++ � '�ry __-___-__ ----_____--- EX.2"WTR b2.10' PLAY AREA --d LL ++�' DRAINAGE --------- 51B°o4'4o'E ° PRIMARY Q O l/ -________ 520 00 20"E (q 2.5 AG) = LLL +++ + + + OVERFLOW AREA I 's -_____-_- 130,21' , 100.31, 4p2q,300.00 5Q.FT. . " 4 . F- . rW LLLL +++ . . . } �. .. LL >�, Ob` 539°48'IO"W _ , I + . .. 9 I LLL OUT PARCEL OF 'LAUREL LINKS' \`,°k�°''° 32.60' LLL LLLLLLLLLL EXIS-yTING WOODED AREA 'z O .� `7 ,,,,' . LLLLLL /S SCw_ OPEN SPACE ARE _ �- LLLLLLL LLLLLLLLLLLLL - I1.1 ACREnS� O /_ . . + ++ ••• LLL L�R� ? L = LLLLLLLLLLL 52q'04t40"W LLLLLLLLLLLLL l-r-yI,UI2.00 ✓mac. FT.� F...I LL . . . . . . . . . . . . . . . . . . . L LL o r ~ r r LLLLLLLLLLLLL l : : - LLLLLL �G •S3'• ° LL NO WELLS WITHIN :. . . . SI2 / - / LLL LLLLLL NI "W 2b5.74 IbbO LLLLLLLLLLLLL . LLLLLLL •30'00" 20.Oq I3 AGRE... L= 35,54' \ , , . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .•. . . . . . . . . .•... . . . . . ... I LLLLLLLLL E , (7 LLLLL LLLLL . . O _ , I50 OF PROPERTY �' • . LLLLLLLLLLLL / / / ,r . ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLLLLLLLLLLLLLLLLLLL S35b / L=2 15.5b'�✓ �R=637.50' _Z�A•� LLLLL LLLL EXISTING NATIVE AREA Z ��(\\ LLLLL LLL •. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ,...,..\. LLLL LLLLLLLLLLLLLLLLL 5 12�12.50 �'' Q�1�, LLLLLL LLLLLL ... . . . . . . . . . C W . LLL LLLLLLL . . . . . . . . . . . . . . . . . . . LLLLLLLLLLL L � LL R'`� LLLLLLLL LLLLLLLLLLLLLL �. 25.23 ACRES �' �O LLL LLLLLL ' ,' ' ' '.'. LLLLLLLLLL LLLLLLL LLL LLLLLLLLL L ,,'... ... ' ' ' .. LLLLLL LLLLLL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� (1,521,683.5 50. FT) • , Q '� v Z C, a `, 3 LLLLL LLLLL . . . . . . . . . . . . . . . \ . . . . . . . . . . . . {jLLLLLLL LLLLLLLL .. . . . . . . . . . . . , LLLLLL LLLL LLLLL L L Q�p , R � , LLLLL LLLL . . . . . . . \ . . . . I,•• .. . . .•. . . . I . . . . . . . . . . . . . . L I L� \�� O U- I r < a- F LLLLL LL . . . . . . . . . . �_ -�• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .•. . . ..•. .•. . . . . . . . . . LL-Y c9 EXISTING WATER SURFACES L . J LT LLLL LLLLLLL . . . . I. . . . LLL LLLLLLLLLL LLL LLLLLLLLL . . LLLY 131 ACRES L ` L (56 g 12.70 50. FT) (D \/ R . L :. . E/X15TIINC NAA�TCIV�E�AARREEA LLLL O lJ� (V(�! l l`IO 5URFACE I`VZ1 LIB LLLLL ^ . 1 \/ , t EXISTING NATIVE AREA LLLLLL . . V_ . . . . . . . . . . . . . . . . R WETLAN LLLLLLL + + + + ♦ ♦ + , (NO SURFACE WATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . O DS,TYP) EXISTING F J Z J Y �YMBc�L KEY LLL , . . . OR WETLANDS,TYP) . . . . . . . . . . . . ... . .. . . . . . . . . . . . . . EXISTING NATIVE AREA LLLLLLLL r + + r r + ��yy�� A LLLLLLLL ~ ~ ~ ~ ~ ~ ~ ` NON-PLAY GREEN SPACE N.T.S LLLL . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . '(NO 5URFAGE WATER . . . . . . LLLLLLLLLLL ++++++++++++ = 6.33 ACRES . w W .'L Z (N 1" LLL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . LLLLLLLLLLL +++++++++++++++ . L L- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLLLL.LLLLLLL , . 0t 1 W O 1 t 1 t = CATCH BASIN - LLLLLLL . . ' . ' . . . ' . . . . . ' . OR WETLANDS,TYP) (275,502.36 SQ. FT) '"'a ,, O N ` LLLLLLLLLLLLL w LLLLLLLLLLLL . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . LLLLLLLLLLLLLLLL J LL O pd = GAS VALVE Q T . . . . . . . . . . . . . . . . LLLLLLLLLLL " " " " " .. " " " " " LLLL LLLLLLLLLLLLLLLL p, O +w• LLLLLLLLLLL .•. ..,,•................... . . ..... LLLLLLLLLL . . ------- D4 = WATER VALVE LLLLLLLLLLLL LLLLL LLLLLLLLLLL LL LLLLLLLLLLLL LLLLLLLLLLLLLLLLL ----- ---_= L-/FISTING WE I L�NV J = O.64C/ ACRES ' ) O LL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL , , ° � 1 o i LLL ---. L LLLLLLL LLLLLLLLLLLLLLLL Z @LLL.LLLLLLLLLLLLL --------- (LOCATED IN OUT PARCEL OF LAUREL LINKS) Q " �"':< �n O O • LLLLLLLLL , 3331b' NIB 2O'IO'j`I �� .+� ' ' ' ' ' ' ' ' ' ' ' ' ' ' LLLLLLLLLLLLLLLLL{IJ+ C} LLLLLLLLLLLLLLLL ____-_---_ "_ QMH = MANHOLE COVER ° �" � .� LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLL ---_- ---_ ` r LL 7'10'w ----,- - -- _________- (28,241.g4 SQ. FT) ,P< . d co, = U IILITY POLE N LLLLLLLLLLLLLLLLLLLLLL NIq°44'2O"W I ,�, ` 2c, 2 - - " ' LLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLL y 11 'o to f ' '2513.61' Nlq°44'20"W 265.37' DELMAR DR. ", O _ = LIGHT POST NO WELLS WITHIN . 2gq,44' € = MONUMENT a 150' OIL PROPERTY EXIST. PARKING AREA }- Z 11J ° i U.O.N. gg,034.00 SQ.FT. (2.27 AG) z m � = STAKE �i� - DELMAR DR. < , 3 6 = HYDRANT _ 0 O L . SPECIAL LINES DELMAR DR. . 5ANITARY YE GALGULATION5 BA5ED ON: ' , . .. , = OVERHEAD VVIRES (LAND THAT WILL NOT BE U5ED FOR AGRICULTURE, GOLF COURSE OR RECREATIONAL TURF AND r " = CONC. CURBI �.. u � • WETLANDS OR WATER SURFACES) I . k FADE • - • to AREA (NITROGEN FREE / WATER FREE AREAS) = r � SITE AREA - (PRIMARY PLAY AREA + NON-PLAY GREEN SPACE + WETLANDS + WATER SURFACES) . o \\\\` < AN AREA (NITROGEN FREE) _ . 6,738,732.00 S.F. - (402q,300.00 S.F. + 275,502.36 S.F. +25,241.g4 S.F. + 56,gl2:70 S.F) . AREA (NITROGEN FREE) _ 40 ,. 20 0 40 _ . 6,738,732.00 S.F. - 4,38q,g56.g0 S.F. . 120 Ibo 200 AREA (NITROGEN FREE / WATER FREE) = 2,345,'i75.1 S.F. (53.g3 AG)�. , GRAPHIC SCALE I•' = 40'-0 . . f 15 N : . . O N .. i . . - s