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Home My WebLink About35085-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34208 Date: 02/24/10 THIS C~KTIFIES that the building RENOVATIONS Location of Property: 54500 MAIN RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 61 Block 4 Lot 25.1 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in tb/s office dated SEPTEMBER 8, 2009 purs-~nt to which Building Permit NO. 35085-Z dated OCTOBER 20, 2009 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 EXTERIOR/INTERIOR RENOVATIONS TO EXISTING GROCERY STORE AS APPLIED FOR. The certificate is issued to FOODBASKET PROPERTIRES INC (OWNER) of the aforesaid building. COUNTY DEPART[~gNT OF HEALTH APPROVAL ~.~CTRICAL c~KTIFICATE NO. PLUMBERS U~KTIFICATION DA'i'M 02/22/10 N/A 126945 JOHN MAC ~CARONE 02/16/10 Authorized Signature Rev. 1/81 Form Ne. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 OF OCCU APPLICATION FOR CERTIFICATE FEB 2 4 2010 BLDG DEPT. '_*_~.CY TOWN OF SOUTHOtD 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: I. 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, thc Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Date. Old or Pre-existing Building: i, / House No. Street Owner or Owners &Property: /~-o-o b ~'~'~f~'7~ /~.r'.o, pC-,c'r!'~,5. Suffolk County Tax Map No 1000, Section Subdivision - Permit No. f1,5"O 8/ff'2- Date of Permit. Health Dept. Approval: /////~ / Planning Board Approval: Block Filed Map. check one) 5'ou Hamlet t~r Lot Lot: Applicant: ,r~o& Unde~fite~ Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate'//// (c.heck one) ////// ~ ' / Applicant Signature FEB-E3-L:~10 13:S4 From: To:976531~5 P.1/1 82/23/2810 12:53 516785S160 ~AG~ B1/O1 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD ST. JAMES, NEW YORK '11780 (631) 265-3075 Fax (631) 265-6057 Application No.: 126945 Permit Number: 35085 Block: Lot: Section Owner: ICA Address: 54500 Route 25 Municipality: Southold OwnerPhone NY 11971 Agent: Address: License/f: Agent: Sable Electric 98 Oxhead Road Centereach NY E3682 sable 11720 No. ITEM SIZE No. ITEM 3 Switches: 0 SubFeeds: 15 Receptacles: 0 Timers: 0 GFCl Devices: 0 Transformers: 0 Dimmers: 3 ACEquipmentCentral: 0 MedlumBaseFixtures: 0 ACEquipmentWindow 200 FluroescentFixturss: 0 MotorabyHP: 0 HID: 0 Generators: 1 RangeOvenCookTop: 0 WhirlpoctHotTub: 0 DryerElectric: 0 Microwave: 0 ExhaustFans: 0 WaterHeaterElectric: 11 CellingFans: 0 SmokeDetectors: 0 DW: 0 TrackUghtlngStrip: 0 Laundry: 0 ElectdcHeat: 3 HeatlngEquipMotors: 0 PumpMotor: 5 ExltSigns: 3 Disconnects: 0 EmergencySigne: 0 FutureOutlets: LOCATION OF WORK: Lr~ Basemen [~ FirstFIoor Comments Final 2/16/10 / Additions SIZE No. ITEM SIZE 0 PootsAbvBIo: 0 PoolslnGround: 0 Pools Filter: 0 Pools Lights: 0 CO Detectors: 0 Disposal: 0 Metal Halide Lamps: 0 RefdgUnits: 0 WalklnBox: 0 ExhaustUnit: 0 SteamShower: 0 BrsadWarmers: 0 GarbageDtsp: 0 CentralVac: 0 ChandellerLifts: 0 ElevatorLIfts: ~; SecondFIoo ~7 Outside ~ Addition ~ Survey ~j New Const. ~mpora~ OH L~ UG ~ Amp: Phase: 1_ Volts: WireType: (~U Conductor # Meters: MemberI. A.E.I. Electrical Certificate Certificate NO. 126945 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Cedificate Issued on: 2/16/2010 INSPECTOR CONDUCTED AN INSPECTION OF THE Issued to ICA Address: 54500 Route 25 Southold NY 11971 11720 Sable Electric 98 Oxhead Road Centereach NY VISIBLE PORTION OF THE ELECTRICAL INSTALLATION DESCRIBED HEREIN AND IS COMPLIANT WITH THE CURRENT NATIONAL ELECTRICAL CODE. IAEI Certified Inspector FO~ NO. ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35085 Z Date OCTOBER 20, 2009 Permission is hereby granted to: PROPERTIES INC FOODBASKET 68 BAYVILLE AVE BAYVILLE,NY 11709 for : EXTERIOR/INTERIOR RENOVATIONS TO EXISTING GROCERY STORE PER APPROVED PLANS AS APPLIED FOR at premises located at 54500 MAIN RD County Tax Map No. 473889 Section 061 pursuant to application dated SEPTEMBER Building Inspector to expire on APRIL SOUTHOLD Block 0004 Lot No. 025.001 8, 2009 and approved by the 20, 2011. Fee $ 6,046.40 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION REMARKS: ~)~/'~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1STi~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE //(~ ~-'~0 -- ~ ? INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT ~ ~I~RATION REMARKS: DATE / -- 7~//~ INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~FINAL [ ]FIREPLACE & CHIMNEY ~/~ FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: TOWN OF $OUTHOLD BU1,LDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net PERMIT NO. Examined Approved Disapproved a/e L a Thi~ anplication MUSI b~ comp sets of plans, a~.~.t~8~, plan to scale. Fe · b. ~t~,l~, 8~[}ocation oflo~ areas, and waterways. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval ~ Check ~'1~ Septic Form ~k$0 Trustees Flood Permit N ~ Storm-Water Assdssmcnt Form Building Inspector Date ~'~*~ ~ ,20 INSTRUC~ONS - tcly filled in by typc~itcr or in i~ ~d submitted to tbe Building Inspector with 4 : ac~rdMg to schedule. and ofb~ildM~ on pre.scs, ~lafionship to adjoinMg premises or public ~trects or 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 lg months from such date. If no zoning amendments or other regu at OhS 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 Yor~<aand other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for ~oval or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building cgf]{[,]l[ons lng code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspection/I ' (Signature of applicant or name, if a corporation) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nar~e~f owner o f premises ~oo~.~;~r dll. - (A~ on the ,~ roll or latest deed> ~ic~t is a corporation, signa~e of duly au~ori~d officer ' ' ~e ~d title of norporate officer) Builders License No. Plumbers License No. Electricimas License No. Other Trade's License No. 1. Locatign of limd on which prol?osed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section $/ Block q Lot Subdivision Filed Map No. Lot 2. State existing use and ocoupancy of premises and intended use and occupancy of proposed construction: a. Existing use and ocoupancy ~ClO~t~f~ b. Intended use and occupancy fLr'0 ~(~ O 3. Nature of work (check which applicable): New Building_ Addition Alteration Repair Removal Demolition v.~ Other Work (Description) 4. Estimated Cost I' ~'9~'0~ 0OO Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t~ F 0 C 7. Dimensions of existing structures, if any: Front ] ~' V Rear /iq / Depth ] Height ~r' Number of Stories I Rear Dimensions of same structure with alteratior~s or additions: Front Depth j hl~' Height I~' Number of Stories 8, Dimensions of entire new construction: Front I~0' Rear /1'~ ' .Depth //7/~ Height ]~" Number of Stories I 9. Sizeoflot:Front~'~' Rear '2.~b. 90 .Depth 10, Date of Purchase ~'- ~.~t.. ~ )_ Name of Former Owner --~'"O ~4 I 1. 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 NameofContractor '' · ' /, 1'. Address Phon~No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO? · IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO · IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey, 18. Are there any covenants and restrictions with respect to this property? * YES NO V~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF <ff.~x 't ) '~2 ~ tT]~]~ k~/~.]~ & t~']~ being duly sworn, deposes and says that (s)he is the applicant ~e of in~vidu~ sing con.act) above rimed, (S)Heisthe O~OOM~ Og~l~ (Con.actor, Agent, Co.orate Officer, etc.) of said o~er or omers, ~4 is duly au~orized to perfo~ or have perfo~ed ~e smd work ~d to m~e ~d file this application; · at ti statemenB con~ed ~ ~is application ~ ~e to ~e best offs ~owledge md belie~ ~d ~at ~e work Mil be perfo~ed in ~e m~er set fo~ ~ ~e application filed ~erewi~.~ Swom~ befo~ me ~, ~ . /~]~ /Il i /i/ ~ .. ~ ~ ,,~,x ~*~I~ND DiPR~' Si~amre of Applic~t ~ot~ ~u~ No~ Public, State ~ew ~ No, 5085415 Qualifi~ in Suffolk Coun~ X C~ml~ ~res Septem~r ~, ~y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20__ Approved Disapproved a/c ,20 Expiration ,20 BLOG. DEPI. PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Building Inspector PPLICATION FOR BUILDING PERMIT Date ~'/~ ,20 0~ INSTRUCTIONS ~ wh;~ _.~l~_~r~__0~?~..[~dET ~:~ ;c tpletely 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 Pe~it. d. Upon approval of this application, the Building Inspector will issue a Building Pe~it 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 pa~ for any pu~ose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Eve~ building pemit shall expire if the work authohzed has not commenced within 12 months a~er the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other re~lations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pemit for an addition six months. Thereafter, a new pe~it shall be required. APPLICATION IS HEREBY M~E to the Building Depa~ment for the issuance of a Building Pe~it 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~oval or demolition as herein described. The applicant agrees to comply with all applicable laws, ordin~ces, building co~lhousing code, and re~lations, and to admit authorized inspectors on premises and in building for necessa~ inspectio ~~~ ¢(Signa~reofa licantornameifaco oration' ~~- ~A~~ PP ' ~ ) NO. 01~8~ ~ ~ffi~ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) deed) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number C')t S, treet ,~ -~ Hamlet County Tax MapNo. lO00 Section .. ~. ~t ~ Subdivision Fil~O.~ Lot 2. State existing use and occupancy of premises and intended use,and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy oOc'D~./~//"r~: 77 3. Nature of work (check which applicable): New Building_ Addition Alteration Repair O( Removal O( Demolition o~t Other Work Estimated Cost Sg .//,qo6, 000~® ff-~TJm~T'C Fee If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor Height 9. Sizeoflot: Front 10. Date of Purchase If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front /~9 / ' Rear /~7 Depth Height_ ' ' Number of Stories / ~-' Dimensions of same structure with alterations or additions: Front , Depth Height. Number qf StOries Dimensions of entire new construction: Front E}(t.g 'r-7,q'(o Rear Number of Stories · Rear /¢7¢ 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__ Depth NO X' 13. Will lot be re-graded? YES__ NO ,~r Will excess fill be removed from premises? YES__ NO __ 14. Names of Owner of premises Address Phone No. NameofArchitect ,.7'~- /9~£//tT"E('FcJ- Address/~/4///TR¢~-$77,'°~d'£8~hone No '-/T& ~/~, / Name o f Contracto~'7~('O £o/ta~/¢~o/-d //~'. Addressl. Yd~'rr, orO~e lgC~' Phone No. ,RAv-/-~ 7~o 7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V'/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. __ ,- 16. Provide survey, to scale, with accurate foundation plan and distances to proge0it}¢~t;~o ..~,v ?.. ausu I ~'RAIOI~ yr ~wdo:,~ ,~ ...... ~. ~ O 17. If elevation at any point on property is at 10 feet or below, must provide topo~g~jg,~e~:,~;. ;;a 18. Are there any covenants and restrictions with respect to this prope~y? * YES NO · IF YES, PROVIDE A COPY· STATE OF NEW YORK) COUNTY OF~S: being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to pertbrm or have performed the said work and to make and file this application; tbat all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewithj0 Il Swom~o ~efore me this . <~V day ,o,f N(-L~ _ 20 ~) "-f otary [~ i~ ~Ol~,l~l~j~offi.~.ffi{~/~l~ Signature of Applicant Town _of Southol d Erosion, Sedimentation & Storm-Water Run-off ASS_~$$MENT FOR.'~ Section Lot T.. F0'' O .Ne AC O.S MAt ..aUt.. T.. SUa.t.tO. OF KTII-I~.O BY A DE,SIGH PROFESSIONAL IN THE STAT~ OF NEIN YORK, Item Number: (NOTE: A Check Mark (~r) for. each Qusstian is Required fro' a Complete App~ication) Yes No I Wi[I this Project Retain AIl Storm-Wathr RumOff (3eneraled by a Two (2~) inch Raintali on 8ire? (This item will Include all tun-off created by site clearing and/er ~.stmctioa actMaes as well as all Site Impmvemanis and the permanent ~reath)n of ~ suda~s.) 2 Does the Site Plan and/or Survey Show NI Proposed Drai~ge Structures IndicaUng Size & Location? '~is Item shall include att Proposed Grade Changes and Slopes Con[rolling Surface WaterFIowi 3 Will this Project Require any Land Filling, Grading or Excavation where them is a ~hange to the Natural r~ EyJstir~g Grade Involving more than 200 Cubic Yards of Mater;al within any Parcel? 4 Will this Application Require Land Distulbing Activiflss Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Grcend Sudace? r~ 5 Is there a Natural Water Course Ruaning through era S,e? Is this Project within the Trustees judsdiofJon or within One Hundred (1 ~0') feet of a Wetland c~ Beach? 6 Witl there be Site preparation on Existing Grade Slopes which Exceed FiRcen (15) feet ol~Ver~cal Rise to r~ one Hundred (100') of HoHzonthl Distance? 7 Will Driveways, Parking Areas ~ other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ~ into and/or in F~ direcbea of a To~n right-of-way? ~L~ 8 Will this Project Require the Placement of Material; Removal of Vegetat~ and/er the Construe[ion of any Ilam Within the Town Righ,-of-Way or Road Shoalder Arca? (This item will NOT Include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preperatton within the One Hundred (100) Year Floodplain of any Watorceurse? ~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Dmthage & Erosion Control Plan Is Required and Must be Submitted for Revlaw Prior to Issuance of Any Building PemtlU EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agrk:ul~ural ProJ;ot? Note: If You Answered Yes to this Question, a Storm.Water, Grading, Drathage & Erosion Control Plan is NOT Requlredl / STATE OF NEW YORK, ............ ss ,,, ...................................................................... · Owner and/or representative o thc Owner of Owners, and ~s duly authorzzed to perform or have performed the said work and to make and file this application; that all statemen~ contained in this appliczfon are true to the beB~ld~l belief: and that the work will be performed in the manner set forth in the application fled herewithNotary Publio, State of New Yor~ Sworn [o before me this; No. 01,G, R6116562 Qualifi§d/~'n ~uffolk County a~c:~Commtssio~l~xpi~bs October 4. 2012 .......................... FORM - 06/07 & [,.~A-~-~'HI~"~CT PO.T J£F~ERSON. NY ~777 TEL: (631) 476-2161 '~ ~"0 ~-- FAX: (631) 476-9846 The existing building located at 54500 Route 25, Southold, NY 11971 which is zoned as a "[3" District Retail Store is in conformance with the existing zoning code of the Town of Southold. -All modified and existing facades include materials and design characteristics that are consistent with those found at the front of the building. All perimeter detailing has been designed to relate to the human scale through the use of windows and awnings. -The customer entrance is located at the corner of the existing building and is made visible by the use of the following architectural features: -perimeter canopies -display windows -recessed glass storefront -All new building materials will be constructed with materials that are durable and will retain their appearances over time. These new materials will include: Brick, precast coping stone, and concrete masonry units with a stucco finish. -Adequate parking is provided and is in accordance with that required by Article XVIII of Chapter 280 of the Town of Southold: 1 parking spot for every 200sqft of retail space 12,800sqft of retail space 64 required Total provided 85(including 4 handicapped spots) JOHN GRILLO ARCHITECT, P.C. ~ A~Hi~ORT JEFFERSON. NY 11777 TEL: (631) 476-2161 FAX: (631) 476-9846 ADDENDUM NO.i TO: RE: PROJECT MANAGER: DATE: Michael J. Verity Southold IGA Reconstruction Project Ryan M. Thomas October 2, 2009 The following changes are to be incorporated into the original contract documents regarding the above referenced project. Chan,qe No. 1: The G.C. shall install all waste pipes and vent stacks as detailed on plumbing riser diagram. Refer to sheet SK-I. Chanqe No. 2: The contractor shall modify new lift construction as per attached sketches and specs. · For revised foundation plan refer to SK-2. · For revised plan refer to SK-3 first floor. Chan,qe No.3: Contractor shall modify bathroom and work room locations. For ail changes refer to the following: · For revised first floor on plan refer to SK-3. · For revised toilet plan refer to SK-4. Change No. 4: Modify note on sheet A-101 to read as follows: Existing fire sprinkler system is to remain. Contractor is required to test all lines and ensure proper function. Typical in all spaces. Any modifications to existing sprinkler system shall conform with the New York State Building Code. Provide detailed shop drawings indicating all changes. No work shall be accomplished without the authorization and approval of the Architect. · Refer to SK-5. Chanqe No. 5: For all emergency and egress lighting refer to sketches EM-l, EM-2, EM-3. RMT:jg Please omit last plan submission sets and replace with revised plans as attached. Thank you. ~ RMT:jg :-/~ OF SOUTHOLD PROPERTY RECORD ....,,,,,D ~,¢¢"' .~,r ~ ~¢¢N~R STREET VILLAGE DIST, SUB. LOT :1~,~£'1~ OWNER . ~r~ . .' ~ ' N' ' ACR. --j ~. ,. /~, )~ ~/~,~' ~l: ~ S QH¢ 'W , , ~PE OF BUILDING -. :~s s~s vb FA~ ~ COM~/C.¢ M sc./ ~k~. N~ NOeL BELOW ABOVE qz,J92- LJI~ 41¢~ M~i~ * ~¢a~¢, ~ ~ll n~,D~. ~I FA~ Acre Value Per Value -~ I - .,¢ J . ' '-~ ~w~pl~d FRONTAGE ON WA~R ~ . /~e~ rota~ ~ ~ ~ DOCK IRIN~ 61.-4-2S.1 3/08 Bldg. ctension (tension orch ~reeZeway ;arage ~atio total Foundation l~asement Ext~ Walis 'Fire PlaCe ,Type Roof Recreation Roo~ Dormer Driveway Bath Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Flora ~./~ ;O'WN OF SoU?HOLD ,ROpIqlTY RECORD Dineffe! K. LR. DR. BR. FIN. B. TOWN OF SOUTHOLD PROPERTY RECORD CARD DWNER !STREET VILLAGE DIST.' SUB. LOT :ORMER OWNER N E ACR. S W TYPE OF BUILDING ES. SEAS. VL .... FARM COMM. CB. MICS. Mkt. Value liable FRONTAGE ON WATER '~lond FRONTAGE ON ROAD eadow~d DEPTH / ~se ~ BULKH~D COLOR ~nsion Foundation Bath TRIM Porch Porch Breezeway Garage · Patio O.B. Total Basement Ext. Walls Fire Pla~:e Type Roof Recreation Room Dormer Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Driveway Dinette FIN. B COLOR TRIM OCT-86-808g 11:59 From: To:g?659508 P.8/4 ACORD, CERTIFICATE OF LIABILITY INSURANCE I P~ (631)434-10l~ FAX (63~)43~'-~605 THIS ~-cKJ ~mGATE IS ISSUED ~ A ~] I :~ OF INFOR~TION ONLY A~ ~NFE~ NO ~G~S UPON THE CE~I~CATE ~n~ Rlsk ~a~nt, Zee. HOLDE~ TH~ CE~IFICATE ~ ~T ~, ~END OR 308 test ~tn 5trot ,~TER THE C~E ~FO~ED BY THE POUCI~ 5EL~. Sutte 1~ ~ thru, ~ 11787 INSURE~ ~F~]NG ~GE N~C~ m~ Staled ~'~'b~ton Inc. ~.~s~ T'ravelers Znd~tW ~ny 1316 ~tor Par~ay IN.RE, B: Arch Znsurance ~y lsl~d~a, ~ 11749 ~u.s.c- ~he Sta~e lnsur~ce FU~ ..... ,NSU~D. Tra~lers Pretty Casualty ~ I ~su~ C~a" L~e ~nsur~ce ~e' ~ COVEP~_E$ ~ REQUlR~, ~ OR C~O~N OF ~ CO~T OR O~ER ~CUME~ ~ RESPECT ~ ~H ~ GER~FIGA~ ~Y BE ~U~ OR A~m~ 61~ZTZLZ25 O2/O1/2~ 02/O1/2010 ~M~IN~O~ELI~ ~ ~ ~TO ~a~) 1,0~,0~ D ~ H~EO ~OS a~YINJU~ ~m~ ~ 10,0~ a ~ ~ 500 ~0~ ~en . 1811~G 10/Z0/1998 c~t~nu~s Unt~l cancelled CERTIFICATE HOLDER CANCELLATION .... S4SOQ Route Z5 I ,. Robert I~strantonie/CS ACORD 25 (2009~1) ~ 1988-2~9 ACORD GORPORATION, All dghts resewed. The AC'OEO r~me and I09o al~ I~gil~ter~l mad~ of ACORD 0CT-26-2009 11:59 From: To:97659502 P.4x4 New York State Insurance Fund ;;'o;k~' Cornl~'e~;~'n & ~:,..~.2:~, ~,~f~ .~eci ~ Sinet 1914 1~ CHURCH S~E~, N~ YOR~ N.Y. 100074100 CERTIFICATE OF WORKERS' COMPENSATION INSU~CE ST*M.CO CONSTRUCTION INC 1316 MOTOR PARKWAY I~LANDIA NY 11749 POLICYHOLDER STALCO CONSTRUCTION 13t6 MO?OR PARKWAY rSLANDIA NY 11 :ERTIFICATE HOLDER 54500 ROUTE 25 ~OUTHOLD NY 'H97~ POLICY NUMBER i CERTIFICATE NUMBER PERIOD COVERED BY THI3 CERTIFICATE 1.o/76/2009 , DATE G t~ 83 TT~8 $$2731 04/01/2009 TO 04/01/2010 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE 13 II%~UREO WITH THE NEW YORK STATE INSURANGE I=UND UNDER POLICY NO. t~83T'~-~ UNTIL 04/01,r~110, COVERING THE ENTIRE OBLIGATION OF THr8 POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK wORKERS' COMPENSATION LAW WrTH RESPE~'T TO ALL OPERATIONS IN THE st'rATE O~ NEW YORK, EXCEPT A8 INDICATED BELOW, AND, WITH RESPECT TO OP~RATIORB OUTSIDE OF NEW YORK, TO THE POMCYHOLDER'S REGULAR ~ YORK STATE EMPLOYEES ONLY. IF SAID POlICY IS CANCELLF_~, OR CHAN(~D PRIOR TO ~1~0t0 iN SU~ ~N~ A8 TO ~FECT ~IS CERTIRCAT~ 10 DAY8 WRH~N ~E OF S~ ~L~TI~ WILL BE GNEN TO THE CE~IR~TE H~R ~E N~ ~R ~IL SO ~ ~ BE SUF~QENT C~I~ WI~ ~IS ~1~. T~ NEW Y~ 8TA~ IN~U~N~E ~D ~ ~T~UME ~Y L~IL~ IN ~E ~NT OF FAILU~ TO G~ S~H ~CE. ~IB ~FI~ ~ ~ ~Y TO ~8E ~ ~E~ WH~~DBYO~I~U~EA~ ~CI~LY ~CLU~ BY ENDORSE~. THIS ~RTIFI~ 18 l~ ~ A ~R ~ iNFO~TIONONLYA~C~ NO RIG~ ~ ~GE ~N ~ ~IFI~ ~OER. ~IB C~RTIFI~TE D~S NOT ~HD, ~D OR ~ U-26,3 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE ;UND UNDERWPJTING This certi,~cate can be validated on ora' web site at https:/h,w~w.nyslf.eomlcer~/cedval.asp O~' by calling (1~88) 875-5790 VALIDATION NUMEiER: 454808235 10/28/2009 11:42 AM FROM: BAW BAW TO: +1 (631) 765 - 9502 PAGE: 002 OF 003 ACORD CERTIFICATE OF LIABILITY INSURANCE lO/28/2oo PRCODU~ER 6:) 1. 661. 6060 FAX 6:)1. 661. 6640 THIS CERTIFICATE IS ISSUED AS A MAI I I:K OF INFORMATION ONLY ANO CONFERS NO RIGHTS UPON THE CERTIFICATE Brewster Al ] en Wi chert, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 400 t4ontauk Hwy. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. West Islip, NY 11795 Theresa Romano INSURERS AFFORDING COVERAGE NAJC# If~tJRED Sable Electric, Inc. IN~OF~ERA Rutgers Casua]ty Ins Company 98 Oxhead Road ~SUrERE Hartford Ins. Co Centereach, NY 11720 INSURERC: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUE D TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO~NITHSTAN DING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR Om ER OOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 6E ISSUED OR MAY PERTAIN, ~HE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRI TYPE OF INSURANCE POLICY NUMBER DATE ~IIME)DIYYYY) DATE (MM~DJ'i~YYI LrM[TE GENERALLIABiLITf 5KP310588516 05/21/2009 05/21/2010 e.~c. occu~rE~c~ $ 1,000.OOu j cua,~sma~ [] occur ~eDex~la, vo~o,~ ~ 5,00C GENERAL AGGnE~ATE $ 2 ~ 000 ! 00( -- (per ~ceden!) NON-OVVNED AUTOE EXCBES~U~mLL~LIAm~ QJP310588414 0~/21/2~ O5/21/20(OI FACHOCCO~REN~ $ 2,OOO,O0~, A $ 2,000,00( R~TE~ $ 10,00~ $ WOR~eBECO..E.S*,'no. TBA 12WEC 10/27/2009 10/27/2010 X ~CR~nO. O~ O~RA~ONS ~OC~Om ~W.CCBE ~ ~XCLUSmBE ^DO~ ~ Em~RBEME.T~ BEEmAC ..OW.ONS W~th reference to the listed Genera] L~ab~]~t), & Commercial Umbrella policies Sta]co, TGA and Tov~ of $outhold are duly noted as Add~t~enal Tnsured with regard to the captiened ~nsured's work performed. Town of $outho]d is duly noted as (Certificate Ho]der for Genera] L~ab~l~ty, Co~merda] Untbre] la and Workers' (Compensation covera§es. CERTIFICATE HOLDER CANCELLATION Toe~ of Southold 3oseph Galvin P 0 Box 1179 Southold, NY 11971 ACORD 25 (2009/01) FAX' ~1 7~ ~n~ Steven Etimos/TR @ 1988-2009 ACORD CORPORATION, All riehts reserved. New York State Insurance Fund Workers; Compensation & Disability Benefits Specialists Since 1914 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 Phone: (888) 997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE KEEVlLY,SPERO-WHITELAW INC. 500 MAMARONECK AVENUE HARRISON NY 10528 POLICYHOLDER TRU-ART SIGN CO.INC. 187 NORTH MAIN STREET FREEPORT NY 11520 POLICY NUMBER CERTIFICATE NUMBER G 886 335-9 230729 CERTIFICATE HOLDER TOWN OF SOUTHOLD BUILDING DEPARTMENT 54375 ROUTE 25 SOUTHOLD NY 11971 PERIOD COVERED BY THIS CERTIFICATE 11/01/2007 TO 11/01/2010 DATE 8/20/2009 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 886 335-9 UNTIL 11/01/2010, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIQNS IN THE STATE OF NEW YORK. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 11/01/2010 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYANDCONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. CT 2 9 2009 U-26.3D NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www, nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 347852321 231/CD27093-20/165 R'EVISED CONSTRUCTION PLAN · I REVISED CONSTRUCTION PLAN l 02/23/~0[0 ~Ug ~3:40 FAX $31 981 4~23 ~oble ~leveto~ ~002/00~ (63 I) 981-4100 tC. FAX (63l) 981-4123 FEBRUARY 23. 2010 TOWN OF SOUTHOLD PO. BOX 1179 SOUTHOLD. NY 11971 RE: IGA SOIITHOLD -5466 ROUTE NOBLE ELEVATOR COMPANY INC, HAS COMPLETED THE INSTALLATION OF (1) 4500 LBS HYDRAULIC ELEVATOR AT THE ABOVE LOCATION ALL WORK HAS BEEN DONE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE ANSI CODE 17.1 AND THE INSPECTIONS MANUAL 17.2 FOR ELEVATORS AND ESCALATORS. THIS LETTER OF FACT MAY BE SUBMI iilzD TO ANY FEDERAL, STATE, CITY. OR MUNICIPAL AUTHORITY OR AGENCY REQUESTING A DECLARA'rlON OF COMPLIANCE WITH A PARTICULAR BUILDING CODE. VERY TRULY YOURS, STEPHEN B. DUTTON NOBLE ELEVATOR COMPANY INC. QE1 # 1-343 SED/cm 'SERVIN(; I.ONG [SI.AND SINCE 1992" ?~FROM:JOHN A. GRILLO ARCHI 6B1-476-9846 T0:765~ P:2x2 FEB-23-2010 14:37 FROM:JOHN A. GRILLO ARCHI 631-476-9846 T0:7859502 p:2x3 TEL: (631) 476-2161 FAX: (631) 476-9846 Date: February 23, 2010 Address: Southold Building Depadmenf Town Hall Annex Building 54375 Route 25 P.O. box 1179 Southold NY, 1197i Insulation installation within the existing IGA Basement To Whom If May Concern: As per your direction, we hove been in contact with the New York State Building Code Official, Richard Smith. He agrees with our opinion that the installation of R-19 bari insulation in the basement is not required. This decision is based upon the existing basement conditions and the amount of work that has been completed there. There was a minimum amount of new construction that has been accomplished within the basement and most of the existing structure and use of the basement remains as it existed. As per the New York State Building Code the amount of new work that would make this building require 1he installation of R-1 ~2 bott insulation would have to be more than 50% of the total area, of which we are far lower. However, if a fudher explanation is required please feel free to contact Richard Smith at (631) 952-4912. As stated in our pervious letter dated, February 18, 2010 (please see attached), the installation of any insulation in the basement will put the owners in both o financial and operational hardship. We request that the Town of Southold grant the owners of the IGA Supermarket a Certificate of Occupancy (C.O.) to allow for immediate ordering and stocking of oil required merchandise before scheduled opening date. Sincerely, FE8-23-2010 14:38 FROM:JOHN A. GRILLO ARCHI 631-476-9846 TO:TG59502 P:3x3 ARCHITECT .TEL: (831) 476~2161 [:)ate: Address: February 18, 2010 Southold Building Deparlment Town Hall Annex Building 54375 Route 25 P.O. box 1179 Southold NY, 11971 JOHN A. GRILLO ARCHITECT, P.C. 1213 MAIN STREET PORT JEFFERSON. NY 11777 FAX: (631) 476-9846 FEB 18 2010 J~LDG. DEPT. , TOW~ OF $OUTHOLO Insulation installation within the existing IGA Basement To Whom If May Concern: If has been brought to our attention that the town requires the installation of R-19 bari insulation into the existing basement of the IGA supermarket. We feel that this requirement would put the owners at a disadvantage. The rational for installing R-t9 bah insualtion between the existing floor joists is to help reduce the overall energy usage of the building. However, if the owners were to install this insulation in the existing basement, it would hove an adverse effect on the fatal energy use for building as a whole, The existing refrigeration equipment located in the basement provides the store with additional heat gain which in turn offsets the cooling effect of the main floor display cases and lhus reduces the need for any additional heating to the main shopping space. Secondly the remainder of the building is designed to far exceed the basic insulation requirements as set forth by the current state energy code. See chart below; As per table 802,2: Insulotion required Insulation Provided Walls R-OS R-14.5 Roof R-21 R-30.O For the reasons stated above, we request that the tOWn grant IGA permission fo continue to operate without requiring the installation of R-19 bari insulation in the existing basement. Sincerely, 14~ CF OF DRAINAGE NEED~ D~GE POO~ WI~ SOUD ~ ~ ~ 1[ WALL DOM~. R~EE ~O D~AI~ ~E A~ REQ~R~ENIS. SAWCUTEXi~iNG~PHA~r~~ I I ~ I 'j I , PATCHALLD~GEDAEi G 1 'TO MATCH. ~-- o~o~L~nos ~o N~0IL ~1 ~J I ~ ACC~SIBLE PARKING STALLS. '~d~a ~~ ~CHIN~. CO ~RA~OR SHALL PROVIDE N~ E~IC ~WE~ ~ REQUIRED. ~ 0tC~ ~ ~ NOTE: CO.RAZOR SHALL ~VE ALL ~ ~ ~ ~ ~ ~ ~ t ~"L"~TONEDO~PEIOETO E~AVA~O~. ~ND DIG AROUND ' ~ ' ' ~L~ ANDS~E ~ALL EXH TING ~LI]I~ICH P~ ~ ~ND~ PAVEM~I AND C REVISED srrE PLAN ROOF DELI ,~"1-,~ ~ ~,1- 'U EXiSTiNG HOUSE TRAP EXISTING BASEMENT BUTCHER I II TOILET ~ I SINK TOILET J TOILET WORK ROOM J~ -- 3 COMPARTMENT SINK ~'l~ ~ I !'~ ~ q~"-~'~" To,__ I TRAP. ENSURE Mli~IMU M I" AIR GAP BETWEEN FLOOR DRAIN AND WASTE~IPE. TYPICAL IN ALL OTF1 ER LOCATIONS. PLUMBING RISER DIAGRAM ALL HOT AND COLD WALTER DOMESTIC PIPING IS TO BE $/4" COPPER PIPE WITH FIITJNGS AND REDUCERS AS REQUIRED AT EACH FIXTURE. ALL SOLDER TO BE LEAD FREE ALL WASTE UNE PIPING FOR ISLAND SINKS IS TO BE 4" MINIMUM WITH A HORIZONTAL RUN NOT TO EXCEED 10 feet. FOUNDATION INSTALLATION G.C. IS REQUIRED TO SAW CUT EXIST1NG SLAB TO ALLOW FOR NEW 12" CONCRETE FOUNDA11ON WALL. DISPOSE OE ALL WASTE OFF SITE. PROVIDE NEW ~" CONCRETE FOUNDATION AS REQUIRED TO INSTALL NEW 10" X 2"-2" CONCRETE PIER WrlH 4'-6" x 4'-6" FOO11NG. REFER TO NOTE THIS SHEET O NEW STAIR PLATFORM ELEVATION [-S -3"1 NEW STAIR INSTALLATION BASEMFNI DL^N UP 8 RISERS O NEW MACHINE ROOM "1 CONTRACTOR IS REQUIRED 1'O BOLT NEW HEADER TO 8" C.M.U. WALL ~' 16" O.C. Wrll-I 3" o 0 :OHTRACTOR IS REQUIRED TO CHOP OUT / MODIFY EXISlING RISERS AS NEEDED TO ALLOW FOR NEW PREFABRICATED LANDING INSTALLAllON. T1GHT TO UNDERSIDE OF NEW STAIR ST1NGER ABOVE. EXISTING BASEMENT SLAB ELEVATION o JNEW FIRE EXTINGUISHER FIRST FLOOR PLAN ii , NEW TOILET PLAN L FOUNDATION PLAN NOTE: EXISTING COMPRESSOR PACK AND ALL ASSOCIATED CONDENSERS ARE TO REMAIN. PROI~-'T FROM ALL DAMAGE, EXISTING FOUNDATION WALL REMOVAL: EXISllNG CONCRETE WALL IS TO BE REMOVED TO ALLOW FOR NEY,/CONCRETE PIER INSTALLATION. PROVIDE ALL REQUIRED TEMPORARY SHORING PRIOR TO START OF ANY SAW cUTnNG. SAW CUTS SHALL EXTEND FOR FULL HEIGHT OF THE EXISTING WALL AND ALL WASTE IS TO BE DISPOSED OF OFF SITE. EXCAVATE EXISTING SOIL AS REQUIRED FOR NEW CONCRETE PIER INSTALLATION JSEE PLAN FOR ALL SIZES). CONTRACTOR IS NOT PERMIJTED TO UNDERMINE EXISTING FOOTING WITHOUT PROPER SHORING AND UNDERPINNING. DAMAGR. UPON NEW FOOTING IEISTALL~kTION G.C SHALL NEW CONCRETE PIER INSTALLATION: IN ALL AREAS INDICATED CONTRACTOR IS REQUIRED TO INSTALL NEW FULL HEIGHT CONCRETE PIERS AND FOOTINGS. REFER TO PLAN FOR ALL SIZES. CONTRACTOR IS REQUIRED TO EXCAVATE DOWN TO INDICATED FOOTING ELEVATION. CONTRACTOR IS NOT PERMflTED TO UNDERMINE EXISITNG FOOTINGS WITHOUT PROPER SHORING AND UNDERPINNING. ALE NEW FOOTINGS ARE TO REST ON AN APPROVED SUITABLE BEARING MATERIAL THAT IS EITHER A VIRGIN SOIL OR A STRUCTURALLY COMPACTED FILL PREP TO RECEIVE NEW 12.' DEEP FOOTING. 1~i'PICAL THROUGHOUT. UPON FOOITNG COMPLETION SHALL PATCH ALL DAMAGED SLABS TO MATCH. SAW CUT EXISTING SLAB AS NEEDED TO ALLOW FOR PROPER SLAB INSTALLATION. EXISTING I2 CONCRETE FOUNDATION WALLS ARE TO REMAIN. IU.O.N.J PROTECT FROM ALL DAMAGE. CONTRACTOR IS REQUIRED TO PROVIDE #5 HOOKED ANCHORS x 12'' LONG ANCHORS INTO EXISTING WALL AND FOOTING WITH "NIL11" HY150 CHEMICAL ANCHOR SYSTEM. I1 '-6~ D.C. HORIZONTAL SPACING x 1 '-,~" D.C. VERI1CAL SPACING. ENSURE A MINIMUM OF 6" EMBEDMENT.) NEW CONCRETE SHALL BE INSTALLED TIGHT TO EXISTING FOUNDATION AND SHALL EXTEND FOR FULL HEIGHT OF WALL UP TO ELEVATION [-1 '-0'1.1'I'PICAL THROUGHOUT. MODIFY EXISTING 2'~(10" FLOOR FRAMING AROUND ALL NEW CONCRETE PIER LOCATIONS. 1YPICAL IN ALL LOCATIONS. t NOTE: BOTTOMS OF EXISTING FOOtiNGS WITHIN LOWER BASEMENT ARE~ ARE ASSUMED TO BE @ [-11-6'1 BELOW J ELEVATION [0'..0"]. BO1TOMS OF ALL NEW FOOTINGS AND PIERS ARE TO MATCH ACTUAL BOITOM ELEVATIONS OF NOTE: EXISTING LIGHTING IS TO REMAIN WITHIN THE EXISTING BASEMENT LOCATION. PROTECT ALL FIXTURES I NOTE: EXISTING FIRE SPRINKLER SYSTEM IS TO REMAIN. CONTRACTOR IS R LINES AND ENSURE PROPER FUNCTION. TYPICAL IN ALL SPACES. ANY MODIFICATIONS TO EXISTING SPRINKLER SYSTEM SHALL CONFORM WITH THE NEW YORK STATE BUILDING CODE. PROVIDE DETAILED SHOP DRAWINGS INDICATING ALL CHANGES. NO WORK SHALL BE ACCOMPLISHED WITH OUT THE AUTHORIZATION AND APPROVAL OF THE ARCHITECT. NOTE: FOR ALL NEW STRUCTURE NOTES AND FOUNDATION INFORMATION REFER TO '~S" P ~) SAW CUT BACK / MODIFY EXISTING SLAB AS REQUIRED TO ALLOW FOR FOR NEW FOOTING AND PIER INSTALLATION. 1~FPICAL THROUGHOUT. G.C. IS TO TAKE CARE DURING ALL EXCAVATION WORK NOT TO UNDERMINE EXISTING CONCRETE SLAB. PROVIDE ALL REQUIRED SHORING. FURNISH AND INSTALL NEW ,5" SLAB IN ALL REMOVED / DAMAGED AREAS UPON FOUNDATION COMPLETION. SK-5 39-41" GRAB BAR 7"-9~ FLUSH CONTROLS SHALL BE HAND OPERATED, AND SHALL BE MOUNTED NO HIGHER THAN 44" ABOVE THE FLOOR. TOILET ELEVATION SCALE 1/2"= 1'.-0" · ' I × ~ II ]1 ~_,o. [-s'.-~'] II II · . ~ - ~ II II II " II g II II B~mENT FLOOR II ~,~ -- ~ ~ F9'-1 ~ II ~ - NEW STAIR PLAN 6" WALL CELLAR EXIT & EMERGENCY UGH]lNG PLAN X (~ EXIT LIGHT CEILING MTB 'X'~-EXIT LIGHT WALL MTD ~-COMBINATION £XIT LIGHT EMERGENCY BATTERY UNIT ~ EMERGENCY BATTERY UNIT ALL EXIT LIGHT WITH BUILT IN EMERGENCY BATTERY PACK- LED ILLUMINATION FIRST FLOOR EXIT LIGHTING PLAN EMERGENCY LIGHllNG FIRST FLOOR LIGHTING PLAN 8'-4" PLATFORM 9'-2' MINIMUM CLEAR HOIS'PHAY 45OO# CAPACITY HOLELESS 2-STOP INLINE 26'-5" TOTAL HOISTWAY HEIGHT 12'-6" CLEAR OVERHEAD 8'-0" CAB HEIGHT I.7'-0" CLEAR OPND(I~(P) NOTE: CLEAR OVERHEAD REQUIREMENTS VARY WITH TRAVEL. PLEASE CONSULT ELEVATOR CONTRACTOR TO VERIFY ACTUAL OVERHEAD REQUIREMENT. Ho~s~l~a~ See~o~ "A-A" SCAL[ : NONE PRO,JE~ 4500# CAPACITY HOLELESS 2-STOP INLINE DIVISION 14 - CONVEYING SYSTEM SECTION 14A - ELEVATOR INSTALLATION CONTENTS: 1. GENERAL 2. SHOP DRAWINGS 3. PAINTING 4. PERMITS & INSPECTIONS 5. MAINTENANCE 6. PREPARATORY WORK (BY OTHERS) 7. EQUIPMENT 8. PROPRIETARY COMPONENTS 9. PIT ACCESS LADDERS 10. TELEPHONE INSTRUMENTS 11. OIL RESERVOIR HEATERS 12. GUARANTEE 1. GENERAL These specifications are intended to cover the complete installation of the elevator in a first class workmanlike manner and to include all work and material in accordance with the drawings and as specified. All work and matedal shall conform to the requirements of the American Standard Safety Code for Elevators, Dumbwaiters and Escalators, latest edition, the National Electdc Code and all Local Codes and latest requirements of American National Standard Institute (ANSI) A17.1 (2004). 2. SHOP DRAWINGS A= Before beginning work, the elevator contractor shall prepare all drawings necessary to show the general arrangement of the elevator equipment. These drawings must be properly approved before construction of shaft way and installation of the elevator, 3. PAINTING A. All exposed metal work furnished in these specifications, except as otherwise specified, shall be properly painted after installation by the Contractor. 4. PERMITS & INSPECTIONS The Contractor shall obtain and pay for necessary municipal or state inspection and permits as required and make tests as called for by the regulations of such authorities. 5. MAINTENANCE The elevator contractor shall furnish full maintenance of the elevator equipment for a period of twelve (12) months after completion of the elevator installation. Full maintenance shall include regular monthly examinations of the installation by competent personnel and shall include all necessary adjustments, repairs, lubricating, cleaning and the needed supplies, etc., to keep the equipment in first- class condition, except for misuse, accidents, or negligence not caused by the elevator contractor. 6. GUARANTEE The Contractor shall guarantee that the materials and workmanship of the apparatus installed by him under these specifications shall be new and first class in every respect. He will also make good any defects, which may develop within (2) years from date of substantial completion, all as spelled out in the Project Close-Out of this Specification. 7. PREPARATION WORK (The General Contractor Shall Provide) Providing a legal hoistway properly framed and enclosed which will withstand the forces and loads resulting from the use of the elevator. Furnish a pit of proper depth with pit ladder, drains, sump pumps and waterproofing as required. Preparing a fire resistant machine room, including a concrete floors and foundations with adequate access doors, ladders and guards as required. Furnish in place as required, all supports for guide rail brackets and sills. Guarding and protecting the hoistway during the time the equipment is being installed. Recess and grouting as necessary under the hoistway entrance sills. Do all cutting and patching of beams, walls and masonry work required and shown on the elevator drawings. 8. EQUIPMENT A. Outline of Equipment Quantity & Type Capacity Speed Travel Landings Openings Operation Platform Size One(1)Hole Less Hydraulic Passenger Elevator, 4,500 pounds 100 feet per minute See Contract Drawings two (2) (1) front Selective Collective See Drawings Hoistway Entrances Size Type Power Supply Signals Additional Features I&ll 4'0"wide x 7'0" high two speed slide 208 volts, 3 phase, 60 cycles Stainless steel car & hall with travel lanterns ADA Handicapped & NYS Fireman Service Phase The elevator shall ascent at an approximate speed of 100 feet per minute. A variation of 10% above or below these speeds shall be permitted as loads are varied up to capacity. B. Power Unit The power unit shall be compacted and neatly designed with all components combined in a self-contained unit and with all adjustment features accessible. It shall include a constant displacement rotary screw type pump, motor designed for oil hydraulic elevator service, oil reservoir with oil level indicator, control valve, tank strainer in suction line, and a blowout-proof muffler to reduce pulsations that may occur in the system. The pump and motor shall be connected by either a V- belt drive assembly or direct couple (submersible type). The power unit shall be tested elevator load to conform to the elevator specified herein. The power unit shall be located near the hoistway at the lowest landing. C. Valves Control valve including safety check valve, up direction valve with high pressure relief including up leveling and soft stop features, lowering valve including down leveling and manual leveling features shall be mounted in a compact unit assembly. Control valves shall be solenoid operated and designed to open and close gradually to give smooth control. All valves shall be readily accessible for adjustment. D. Automatic Two-Way Leveling An automatic 2-way leveling device shall be provided so that the car will approach landing stops at reduced speed from either direction of travel. The leveling device shall, within its zone, be entirely independent of the operating device and shall, automatically stop and maintain the car approximately level with the landing, regardless of change in load. E. Plunger- Holeless Arrangement The plunger shall be in a dual telescopic jack arrangement. One jack located on the each side of the elevator. The plunger shall be accurately ground and polished seamless steel. The bottom of the plunger shall be fitted with a heavy steel disc welded in place and provided with a suitable extended edge to provide a positive stop designed to prevent the plunger from leaving the cylinder. The top of the plunger shall be provided with an internal welded steel disc drilled and tapped for fastening plunger to gussets which fasten to the crosshead members F. Cylinder The cylinder shall be machined from steel pipe with a machined flange at the upper end and a heavy steel bulkhead welded in the lower head. The cylinders shall be machined from steel pipe with a machined flange at the upper end and a heavy steel bulkhead welded in the lower end. The cylinders shall be provided with suitable steel fitting for connecting to oil line and with an air bleeder. Heavy steel brackets suitable for mounting to elevator pit channels shall be welded to the cylinders. G. Packing Gland The steel packing gland with phenolic guide bearing, wiper ring, check valve and packing especially designed for hydraulic elevator service shall be provided. An oil collector system shall be furnished to retain oil leakage. H. Piping & Oil It will be the Elevator Contractor's responsibility to furnish piping form power unit to cylinder complete with necessary fittings. Oil of proper grade for this service shall be provided. I. LowOil Control A Iow oil control feature shall be provided designed to automatically cause an up traveling car to descent to the lowest terminal landing if the system does not have a sufficient reservoir of oil. If power operated doors are used, the car and hoistway doors shall automatically open at the lowest terminal landing to permit passengers to egress. The doors shall then automatically close and all control buttons, except the door open button in the car-operating panel, shall be made ineffective. The oil reservoir should be refilled before the elevator is returned to service. J. Controller The Contractor shall be of the solid state non proprietary design. It shall be designed to control starting, stopping and prevent damage to the motor from overload or excess current, and to automatically cut off the power supply and bring the car to rest in the event of the operation of any of the safety devices. The controller shaft be enclosed in a sheet metal cabinet, designated for wall mounting. K. Selective Collective Operation The momentary pressing on one or more car buttons shall send the care to the designated landings in the order in which the landings are reached by the car, irrespective of the sequence in which the buttons are pressed. Dudng this operation, the car shall answer calls from the landings which are in the prevailing direction of travel and each call shall be canceled when answered. With the momentary pressing of a hall button above the car, the car shall start up and answer any up calls as they are reached by the car irrespective of the sequence in which the buttons are pressed. The car shall not stop at floors where down buttons only are pressed. Similarly, the car shall start down to answer calls below the car and shall reverse at the lowest call and answer calls above it. Should both an up and down call be registered at an intermediate landing, only the call corresponding to the direction in which the car is traveling shall be canceled upon the stopping of the car at the landing. L. Independent Service 1. A switch shall be provided in the operating panel of car for selecting Independent Services Operation. When this switch is turned to the "on" position, all previously registered car calls for that car shall be canceled and the car shall be transferred automatically to Independent Service for operations by an attendant. The car shall park with its door open. Closing of the door and starting of the car shall be subject to constant pressure on a car button until the car starts in motion. After the car is in motion, the button may be released and for which the car call has been registered. During this operation, the car shall automatically by-pass registered hall calls. Such hall calls shall not be canceled, but shall remain registered to be answered by a car in normal automatic operation. M. Fire Service 1. Install this system in accordance with local laws and requirements. 2. Emergency return to the lobby shall also be initiated by ionization detectors (provided by others). Include in the control system features to automatically dispatch the elevators to a floor other than the main lobby when this floor has an emergency situation. The alternate floor shall be as assigned by the Architect. N. Inspector's Operating Station An inspector's operating station shall be provided on top of the elevator car consisting of up and down constant pressure buttons, incandescent light, receptacle (ground fault type) and an emergency stop switch. O. Pit Emergency Stop Switch An emergency stop switch shall be provided in the elevator pit, designed to cut off current supply to motor and down direction valves and bdng the car to reset independent of the regular operating devices. P. Alarm Bell An electrical signal bell shall be provided in or adjacent to the elevator hoistway, as directed. This bell shall be connected to the alarm button in the car-operating panel. Q. Car Operating Panel A flush mounted panel shall be furnished in the car containing call registration buttons for each landing, emergency car light with rechargeable battery, emergency stop switch, alarm button, key switches for light and fan. R. Illuminated Hall Buttons Call registration lights shall be provided in each hall push button unit. When a button is pressed, it shall illuminate, signaling to the waiting passenger that the call has been registered. Each button shall remain illuminated until the car has been answered. S. Illuminated Car Buttons Call registration lights shall be provided in each car button. When a button is pressed, it shall illuminate, signaling to the waiting passenger that the call has been registered. Each button shall remain illuminated until the call has been answered. T. Car Lanterns 1. Lanterns with one (1) stoke up, two (2) stokes down, gongs shall be provided over the hoistway entrances(s) at all floors or in the car jam. 2. Single lanterns shall be furnished at terminal landings, and up-down landings at intermediate landings, or in the car. As soon as the car has reached a predetermined distance from a landing, it is set to stop at that landing. The corresponding lantern shall be illuminated and the gong shall sound whether the hall button has been pressed or not, and the lantern shall remain illuminated until the car is stopped or passing. U. Electric Wiring 1. It shall be the responsibility of the elevator contractor to furnish and install complete necessary insulated wiring to connect all parts of the equipment. 2. Insulated wiring shall have a flame retarding and moisture resisting out cover and shall run in metal conduit, metallic tubing or wire ducts. Traveling cables between car and hoistway shall have flame retarding and moisture resisting outer cover. They shall be flexible and shall be suitable suspended to relieve strains in the individual conductors. All insulated conduction and conduit or tubing, as well as fittings, including metal boxes, troughs, and ducts shall comply with the requirements of the National Electric Code. V. Terminal Limit Switches Terminal limit switches shall be provided in the hoistway designed to automatically stop the car at the terminal landings. W. Guide Rails Guides shall be provided for the car consisting of planned steel tees erected plumb securely fastened to the hoistway framing by heavy steel brackets. The ends of all guides shall be tongue and groove, forming matched joints and shall be connected with steel splice plates. X. Car Guides Shoes The top and bottom of the car frame shall be provided with suitable slide guide shoes of the self-aligning swivel type. Y. Buffers Spring buffers shall be provided in the elevator pit. Z. Sling The car frame shall be constructed of structural steel members of adequate strength. All members are to be securely fastened together and reinforced to form a unitized section. AA. Platform Platform to be constructed of steel members welded or fastened securely together. Platform is to have wood floor laid over wood sub-floor. Underside of platform shall be properly fireproofed. BB. Car Enclosure The cab shall be Manufactures Standard Design CE-2500fs, including the following: Canton sidewalls shall be constructed of compressed wood core/plastic laminate. Exterior faced (hoistway side) with fire-retardant paint and Interior finish with 5WL stainless steel wainscoting. Base shall be Satin stainless steel. 3. Entrance Columns Strike and return column of satin stainless steel. 4. Full-Width Satin stainless steel 5. Doors 16 gauge hollow metal suitably reinforced. Car side faced with stainless steel. 6. Canopy 14 gauge, reinforce white powder coating panels 7. Lighting/Ceiling Adequate fluorescent lighting above removable light stabilized white plastic egg crate louvers. Plastic supported in an anodized aluminum frame with removable "tee" section. 8. Handrail(s) 3/8" x 2" brushed stainless steel (rear wall) Extruded aluminum 10. Exhaust Fan Two (2) speed 11. Accessories Protection pads & buttons included CC. Hoistway Entrances Hoistway entrances of the hollow metal horizontal sliding single speed type shall be provided at each hoistway opening. Each entrance shall include unit frames, flush design door panels, sight guards, extruded aluminum sills, strut angles, headers, hanger covers, fascia plates, toe guards, dust covers and necessary hardware. 2. Finish shall be as follows: Frames Door Panels Sight Guards baked enamel Hollow metal with baked enamel finish baked enamel Fascias, hanger covers, toe guards and dust covers shall have manufacturer's standard enamel finish. Structural members shall have prime coat finish. If baked enamel finish is specified, all surfaces shall be thoroughly cleaned of all oil, grease and other foreign substances before paint is applied. Rust resisting mineral paint shall be applied after which a filler coat shall be baked on. The surfaces shall be sanded off level and smooth and a final pdming coat of mineral paint applied. Two (2) finish coats of the best grade solid color enamel shall be baked on. Color shall be as selected by the Architect. Rough opening shall be 6" wide and 4" higher than finished door opening. Sills, struts, headers, hanger covers and unit frames shall be erected prior to the erection of rough wails and set in proper relation to the car guide tells. Door panels shall be installed after the walls are finished. DD. Master Door Operator A Master Gearless Door Operator with direct current motor shall be provided to open and close the car and hoistway doors simultaneously, at a maximum speed of not less than 1-1/2' per second. Door movement shall be cushioned or checked at both limits of travel. An electro-mechanical interlock shall be provided on each hoistway door to prevent the operation of the elevator unless the car door is closed, EE. Door Edge Protective Device Elevator entrance protection shall be a curtain of infrared beams no more than 1.8' apart by Janus or approved equal. FF. Door, Hangers & Tracks Hanger and tracks shall be provided at each car and hoistway entrance. Tracks shall be of bar steel with the working surface contoured to match the sheaves. The hangers shall be designed for power operation and have provisions for vertical and lateral adjustment. Hangers shall be designed for two- (2) point suspension of the door panel. Hanger sheaves shall be polyurethane with pre-lubricated and sealed for life bearings. Car door hangers shall have 3-1/4" diameter sheaves. Hoistway door hangers shall have 3-1/4" diameter sheave. 3. A cable ddve shall be used to transmit motion from one door panel to the other. GG. PANAFORTY - THE ELEVATOR DOOR {RETAIN) (PAMA 40) Number of Beams 40 Spacing Between Beam Centers 1.8" Max. Door Opening 25 ft. Min. Door Opening 0 Highest Beam(from bottom of sensor) 73.0" Lowest Beam (from bottom of sensor) .75" Power Input 110 VAC or 220 VAC 50/60 Hz or 15-30v Max Power Consumption Output Cable Length 1.2w Dry Relay Contact N/O or N/C, 240 VAC, 10a 4m (13 ft) 9. PROPRIETY EQUIPMENT There will not be any propriety equipment or information used in the manufacture of installation of the elevator installed on this project. Any propriety components, controls, microprocessors, or software will not be accepted for use on this project. 10. PIT ACCESS LADDERS The Elevator Contractor is to provide and install a pit access ladder as per ANSI Code Requirements. 11. TELEPHONE INSTRUMENTS The Elevator Contractor is to provide and install a fully code compliant automatic dialing, field programmable telephone instrument Model 5400 as manufactured by GAL Manufacturing Corp. The Elevator Contractor is to include and maintain a 24- hour monitoring service for the system during the maintenance period at no additional cost. (Dedicated telephone line is to be installed and maintained in the elevator machine room by Owner.) 12. OIL RESERVOIR HEATERS ( for out side rooms only) Oil reservoir (power unit) is to be provided with a thermostatically controlled oil- heating unit powered from the main line power supply to maintain oil viscosity and temperature during cold weather. The elevator control panel is to include time delayed automatic return to lowest landing circuitry so as to allow all hydraulic fluid to be returned to reservoir for even heating. Cab will return to lowest landing without doore opening. NOBLE ELEVATOR COMPANY INC. TRANSMITTAL DATE: DECEMBER 7, 2009 TO: TOWN OF SOUTHOLD BUILDING DEPT 54375 MAIN ROAD SOUTHOLD, NY 11971 A'rrN: MIKE VERITY RE: IGA GROCERY STORE 54500 MAIN ROAD WE ARE SENDING YOU THE FOLLOWING VIA UPS DELIVERY: · 3 SET OF SIGNED AND SEALED FINAL ELEVATOR DRAWINGS · COPY OF THE GENERAL CONTRACTORS BUILDING PERMIT · CERTIFICATE OF LIABILITY · CERTIFICATE OF WORKERS COMPENSATION · COPY OF GC INSURANCE NAMING THE TOWN OF SOUTHOLD AS ADDITIONAL INSURED THESE ARE TRANSMITTED: TO OBTAIN PERMISSION TO INSTALL AN ELEVATOR AT THE ABOVE REFERENCED LOCATION. SHOULD YOU HAVE ANY QUESTIONS, OR NEED ANY ADDITIONAL INFORMATION PLEASE CALL ME AT 631-981-4100. THANK YOU. ~,,~IN~I~ELY YOU RS, 2130G POND ROAD RONKONKOMA, NY 11779 (631) 9814100 FX: (631) 9814123 /SLM cc: ACORD.. CERTIFICATE OF LIABILITY INSURANCE I PROe~CB~ THIS C~FICA~ IS I~UED ~ A MAWR OF INFO~A~N ONLY ~ CO~RS ~ ~G~ U~ ~E CER~F~A~ ~ + C~ ~C~ICA~ESNOT~E~, ~DOR 474 S~ ~ ~R ~ CO--GE AFFO~ BY ~E ~IES BELOW. ~ ~S ~ 07632 P~: 201-568-9800 F~ :201-568-5599 INSURERS AFFO~I~ CO~GE NNC~ ~ ~U,~ ~: G~ I~ 22322 N~ ~R ~., ~C. ~c: 2130G ~ ~ ~R~ D: ~, ~ 11779 COVERAGES ~TE(~ ~(~ LUgS ~ LU~U~ ~.~CH ~CURR~E S i ~ 000,000 ~ CO~.~. P~L&ADVI~URY $ ~,000~000 ~E~ ~E~TE $3~000~000 ANY A~O ~6000204--04 01/01/09 01/01/10 (~ a~) S 1~000~000 ALL ~N~ A~ ~LY INJURY CERTIFICATE HOLDER CANCELLATION TOWSO01 TOWN OF SOfT.OLD PO BOX 1179 SOux~OLD NY 11971 ACORD 25 (2001 ~D8) © ACORD CORPORATION 1988 New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 199 CHURCH STREET, NEW YO~K, N.Y. 10007-1100 Phone; (888) S97-3~3 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE NOBLE ELEVATOR CO INC 2130G POND ROAD RONKONKOMA NY 11779 POLICYHOLDER CERTIFICATE HOLDER NOBLE ELEVATOR CO INC TOWN OF SOUTHOLD 2130G POND ROAD PO BOX 1179 RONKONKOMA NY 11779 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE G 1061 517-7 892124 01/01/2009 TO 01/01/2010 12/7/2009 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 1061 517-7 UNTIL 01/01/2010, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NE'VV YORK, TO THE POLICYHO[.DER'S REGULAR NEW YORK STATE EMPI.OYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO01/01/2010 IN SUCH M~NNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO THOSE JOB SITES WHICH ARE COVERED BY OTHER INSURANCE AND ARE SPECIFICALLY EXCLUDED BY ENDORSEMENT. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIONONLYARDCONFERS NO RIGHTS NOR INSUR,t~ICE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR, INSURANCE FUND UNDERWRITING This certificate can be vatidated on our web site at https:lAw~w.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 62797637 ACORD. CERTIFICATE OF LIABILITY INSURANCE O.,=NC LE_i ..G I D~{~emxYrrrO11/05/09 ~ ~S C~A~ IS I~ ~ A ~ OF ~0~ O~Y A~ CO~RS ~ ~ ~ ~ C~A~ ~ + C~ ~ ~ C~A~ ~ NOT~, ~ ~ 474 S~ X~ ~R ~ CO~ ~ BY ~ ~S B~. ~ ~S ~ 07632 P~: 201-568-9800 F~: 20~-568-5599 I~ERS ~FO~ CO~ ~ ~ ~.~ ~ ~ ~ 22322 ~, ~ 11779 ~o: COVERAGES ~e~. u~u~ E~CH OCCU~EE~CE $1,000,000 A X ~ COMMERCIALGEN~J_mLITY E6~6000196-04 01/01/09 01/01/10 ~.u~,~ sl00,000 J cm~s~ ~c~ ~~) * 10,000 X B~ ~.~. ~~ sl,000,O00 ~~ * ~,000,000 A X A~mo ~6000204-04 01/01/09 01/01/10 ,~~ B ~cm ~cmm~ ~15647120 01/01/09 01/01/10 A~ S5,000,000 ~ERTIFICATE HOLDER CANCELLAllON s'?~.cO03 $~T~CO CONSTR~CTIO~ INC. 1316 t~OTOR ~ ISLANDIA N~ 11741 ACORD 25 {2001K~8) To:6519814123 P, lXl FORM NO. S TOWN OF SOUTHOLD BUILDI_N~ DmPARTME~T Town Hail Southold, BUILDING PERMIT PERMIT MUST BE KEPT ON THE PR~MISE~ UNTIL FULL CO~LETION OF THE WORK AUTHORIZED) PERMIT NO, -- S$085 E Dat~ oCTOBER 20, ~009 Permission is hereby granued to: PROPERTZES INC FOODBASKET 68 BAYVILLE AVE ~AYvILLE, NY 11,709 for : EET?KIOR/INI'~RIOR RF~NOVATIO~_S TO EXISTING GROCERY STORE P~R APPROVED 9LANS AS APPLI...~D FOR at pr~aiges locat~ at ~4500 County TaX ~fap No. 473889 Section 061 pursl/a~t to application dated SEPTEMBER Building In~0~ctor to expire on APRIL MAI~ RD SOUTHOLD Block 0004 Lot No. 025.S01 ~0, 2011. Fee $ 6r046.40 Authorized Si~natu~e CO~Y ~ST QUALITY PLUMBING & HEATING by Bill Gremler Fire Sprinklers Save Lives MATTATUCK, NY HYDRAULIC CALCULATIONS COVER IGA Supermarket, Rt25, Southo!d, NY SHEET STATIC PRESSURE (psi) RESIDUAL PRESSURE (psi) RESIDUAL FLOW (gpm) NUMBER OF BOOSTER PUMPS WATER SUPPLY 55 42 1895 BOOSTER PUMPS 0 SPRINKLERS MAXIMUM SPACING OF SPRINKLERS MAXIMUM SPACING OF SPRINKLER LINES SPECIFIED DISCHARGE DENSITY (ft) 10 (ft) 12 (gpm/sq. ft.) .15 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .15 gpm/sq, ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 279.52 gpm AT A PRESSURE OF AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM ====================================== 1tl DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 32.86 psi BEST QUALITY PLUMBING & HEATING by Bill Gremler Fire Sprinklers Save Lives IGA Supermarket, Rt25, Southold, NY PAGE 1 SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE WITH ZERO PRESSURE REMAINING [ ] TEST A/tEA 1 THE FOLLOWING SPRINKLERS A-RE OPERATING IN: [ ] TEST A/tEA 2 [ ] TEST B-REA 3 [ ] REMOTE iRREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5.60 0.00 28.59 26.05 102 5.60 0.00 29.40 27.56 103 5.60 0.00 29.33 27.43 104 5.60 0.00 26.85 22.98 105 5.60 0.00 28.20 25.35 106 5.60 0.00 28.14 25.25 107 5.60 0.00 24.68 19.42 108 5.60 0.00 27.00 23.24 109 5.60 0.00 26.95 23.16 110 5.60 0.00 23.66 17.84 111 5.60 0.00 26.68 22.69 112 5.60 0.00 26.63 22.60 113 5.60 0.00 22.58 16.25 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS THE MINIMIJM DENSITY PROVIDED BY THIS SYSTEM IS 348.67 gpm 250.00 gpm 0.00 gpm 0.188 gpm/sq. ft. THE FOLLOWING ---> AT PRESSURES & FLOWS OCCUR REF. PT. 1 <--- STATIC PRESSURE 55.00 psi RESIDUAL PRESSURE 42.00 psi AT 1895.00 gpm TOTAL SYSTEM FLOW 598.67 gpm AVAILABLE PRESSURE 53.46 psi AT 598.67 gpm OPERATING PRESSURE 53.46 psi AT 598.67 gpm PRESSURE REMAINING 0.00 psi B~ST QUALITY PLUMBING & HEATING by Bill Gremler Fire Sprinklers Save Lives IGA Supermarket, Rt25, Southold, NY HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY PAGE [ ] TEST AREA 1 THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 2 [ ] TEST A3/EA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 102 103 104 105 106 107 108 109 110 111 112 113 5.60 0.00 22.98 16.83 5.60 0.00 23.64 17.81 5.60 0.00 23.58 17.73 5.60 0.00 21.54 14.79 5.60 0.00 22.64 16.34 5.60 0.00 22.59 16.27 5.60 0.00 19.75 12.44 5.60 0.00 21.64 14.93 5.60 0.00 21.59 14.86 5.60 0.00 18.90 11.39 5.60 0.00 21.36 14.54 5.60 0.00 21.31 14.48 5.60 0.00 18.00 10.33 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE RESIDUAL PRESSURE TOTAL SYSTEM FLOW AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING 55.00 psi 42.00 psi AT 1895.00 gpm 529.52 gpm 53.77 psi AT 529.52 gpm 34.99 psi AT 529,52 gpm 18.79 psi 279.52 gpm 250.00 gpm 0.00 gpm 0.150 gpm/sq, ft. B~ST QUALITY PLUMBING & HEATING by Bill Gremler Fire Sprinklers Save Lives I~A Supermarket, Rt25, Southold, NY PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 279.52 100.00 223 58.67 140 tll 4.300 0.013 0.000 34.99 32.86 2.12 2 3 279.52 4.00 56 17.00 120 1 3.068 0.092 0.000 32.86 30.93 1.94 3 4 279.52 15.00 22 13.40 120 2 3.260 0.069 0.000 30.93 28.98 1.95 4 5 279.52 83.00 0 0.00 120 2 3.260 0.069 0.000 28.98 23.30 5.68 5 6 178.34 12.00 0 0.00 120 2 3.260 0.030 0.000 23.30 22.94 0.36 6 7 89.08 12.00 0 0.00 120 2 3.260 0.008 0.000 22.94 22.84 0.10 5 8 101.17 25.00 3 8.50 120 1 2.067 0.096 0.000 23.30 20.08 3.22 6 9 89.27 25.00 3 8.50 120 1 2.067 0.076 0.000 22.94 20.39 2.55 7 10 89.08 25.00 3 8.50 120 1 2.067 0.076 0.000 22.84 20.29 2.54 8 101 101.17 10.00 0 0.00 120 1 1.610 0.324 0.000 20.08 16.83 3.24 9 102 89.27 10.00 0 0.00 120 1 1.610 0.257 0.000 20.39 17.81 2.57 10 103 89.08 10.00 0 0.00 120 1 1.610 0.256 0.000 20.29 17.73 2.56 101 104 78.20 10.00 0 0.00 120 t 1.610 0.201 0.000 16.83 14.79 2.04 102 105 65.63 10.00 0 0.00 120 1 1.610 0.146 0.000 17.81 16.34 1.48 103 106 65.49 10.00 0 0.00 120 1 1.610 0.145 0.000 17.73 16.27 1.46 104 107 56.66 10.00 0 0.00 120 1 1.380 0.235 0.000 14.79 12.44 2.35 105 108 43.00 10.00 0 0.00 120 1 1.380 0.141 0.000 16.34 14.93 1.41 106 109 42.90 10.00 0 0.00 120 1 1.380 0.140 0.000 16.27 14.86 1.41 107 110 36.90 10.00 0 0.00 120 1 1.380 0.106 0.000 12.44 11.39 1.05 108 111 21.36 10.00 0 0.00 120 1 1.380 0.039 0.000 14.93 14.54 0.39 109 112 21.31 10.00 0 0.00 120 1 1.380 0.038 0.000 14.86 14.48 0.38 110 113 18.00 10.00 0 0.00 120 1 1.049 0.107 0.000 11.39 10.33 1.06 111 114 0.00 10.00 0 0.00 120 1 1.049 0.000 0.000 14.54 14.54 0.00 112 115 0.00 10.00 0 0.00 120 1 1.049 0.000 0.000 14.48 14.48 0.00 AMAX. VELOCITY OF 15.94 ft./sec. OCCURS BETWEEN REF. Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I.U.S.A. PT. 8 D2~D 101 P R E S S U R E 150.00 140.00 130.00 120.00 110.00 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 WATER SUPPLY/DEMAND GRAPH I GA S upe[ma~ke/, Rt25, S outhold, NY 0 500 1000 Supply: 42.00 psi ~ 1895.00 gpm 1500 FLOW ~l~ Demand: 34.99 psi ~ 529,52 gpm 2000 Sprinkler-CALC 7.2 Win The Following Items Must Be Considered By By Purchaser (continued): SPECIFICATIONS and DATA The Purchaser Prior ~fo Approving This Layout 2~ :e,e~o~o wr,~ "o~ 3~ (?-g source to eevcto, A CA;R NO CLASSIFiCAT ON 'PASSENGER A!I malone (unless elbe,wise noted) is ir, accordance with ASME A17 I 25 Furnishing cf cny ssec:cl mtercom, paging, or television systems, :nc!uding wir ing from PuilGing so,/ce to elevator contra1 pcnel T'CPE DUAL JACK HOLELESS The Purchaser Must Provide The Following: In accordance with ASME A17 1 Code Requirements or Local Code 26. If duplex instal!alien, provice additional iiOV power source for hall calls and CAPACITY (LOABiNG~L 4500# __ Requirements whlchever ore more stringent computer CAR SPEED @ FULL LOAD 85 UP / 100 DOWN un ~ mn ~]uxiliory TRAVEL 9'-11" HOISTWAY AND PIT 27. If elevator is equipped with a battery emergency towering contact is required on main power disconnect in elevator machine room These -- ~ A clear holstway of the dimensions shown, plumb 1o within 1" total Hoistway contacts (supplied by others) shall be UL approved and located in disconnect NO. LANDINGS shown is minimum Any out of plumb condition must not encroach on hoistway s~ze envelope from top to bottom. GENERAL NO. OF OPENINGS 2 · 2 Venting of hoistway os required by code FRONT OPENINGS @ C 1 3. A dry pit, reinforced to sustain vertical loads as shown. 28 Necessary power for installing, erecting, and testing, without charge. REAR OPENINGS @ 4 A 30" square hole is to be left in the pit floor, if required for jack installation 29 Any features or equipment required, but not specifically soecified as being fur and is to be grouted in by others after jack unit is installed, nished by elevator contractor. ' DOOR TYPE TWO SPEED SiDE SLIDE DOOR SIZE 4'-0"W x 7'-O"H 5 A pit ladder for each elevator of non-combustible material, constructed and 30. A safe and dry space to store elevator equipment and tools before and during 6' 0"W 8' 4"D installed in accordance with code, and extending from pit floor to 48" above construction. PLATFORM SIZE x sill of lowest hoistway door. OPERATOR EQUIPMENT GAL MOVFR 6 Adequate supports for guide rail brackets, to support horizontal loads as shown. TECHNICAL DATA DOOR PROTECTION FULL HEIGHT iNFRARED DETECTOR Support locations must not exceed spacing as required by code, and os shown. When maximum spacing is exceeded, roil reinforcement, or additional supports CAR NO. GUIDE RAILS 12#/fi must be provided et purchasers expense. POWER SUPPLY 208V 5PH 60HZ GUIDE SHOES SWIVEL/NYLON · Guide rail support locations must be steel, brick, concrete, or filled concrete SIMPLEX SEL./COL. block. Inserts, if used. are supplied and installed bv others, in locations shown, POWER UNIT SUBMERSIBLE OPERATION os wails ore erected. If rail brackets are attached to steel beams, fireproofing PUMP 140-46 risc 5b_h~VlUb PHASE is to be applied AFTER rail brackets are installed MOTOR H.P. 50 H.P. I~MAJN FLOOR RgURN/ALT. FLOOR 1/6 B. A sump pump or drain must be installed in the hoistway & pit. Per ANSI/ASME FL/LR AMPS ~00 FLA/ 417 LRA SIGNALS CPI & GONG/CDI & GONG/iND. A17.1, Rule 106 .lb, .3 4 9. Projections or recesses in the hoistway of 4" or more, on sides noto used for WORKING PRESSURE 469 PSI SERV./NUDGtNG/T&B ACCESS/ loading or unloading, shall be beveled at an angle not less than 75 from the PLUNGER O.D. (2) 5.485" ~ HPI @ 1/ASME At7.1-2004 CODE horizontal PLUNGER WALL (21 .242" i ~ 10 A hoist beam, hook, or eyeball shall be furnished at the top of hoistway, located on centeDine of car <;nd guides--designed for load capacity of PLUNGER LENGTH (1-PC.) 11'-7 4000# minimum. CYLINDER O.D. 12) 5.$65" /~-~'/'~.~ '...~1~./ /''~ 11 Entrance walls accepting passenger type entrances are to be erected (or rough CYLINDER WALL (2) .258" f'~ ~ ~1~,~/ '~ opening os shown filled in) after door frames and sills ore installed. 12. A Sd;table s;ll support and recess os shown, fuIl width of the hoistwoy, grouted CYLINDER LENGTH (I-PC.) 11' 6 1/4" '!;f,~t I1~ by others offer door sills ore installed. PLUNOER-CYL CLEARANCE ]/2" · )~1.1~~ 15. Door fr(]mes <]nd sills for freight type elevator doors, set square with hoistway CYLINDER COUPLING N/A '~'~. and plumb above each other, Door frames to be of sufficient strength,? CAR WEIGHT 5426# %%~" Noble Elevator carry loads imposed, and side jambs shall extend to beam above with min. return in hoistway on each side (see door drawings). GROSS LOAD 8154# ~ .~.~_?~E~.~,~O~.~;TM 14. Required sleeves in hoistw(]y wall, or any trenching and filling, for oil line and STILE SIZE C7"x9.8#/ft .... I onkonkoma, New York wiring duct for each elevator, os shown. TYPE OF START SOLID STATE 15. Any cutting and patching of building construction required to install signal fix lures, or other elevator apparatus, and any repairs, 9routing, patchin9, or CONTROLLER (VIRGINIA) MICROPROCESSOR painting mode necessary by same. 16. Barricades as may be required during construction. ELEVATOR LAYOL~T DRA1g~[iNG MACHINE ROOM --~Rx HORIZONTAL GUIDE RAIL REACTIONS 17. A machine room properly lighted and ventilated per code requirements with]{:~Ry Rx Ry FOR temperature maintained between 65°- 95°. Door of size to permit access for hydraulic machine, to be self closing and locking, but openable from inside NORMAL (RUNNING) 503# 223# HYDRAULIC ELEVATORS witho.t key ELECTRICAL LOADING (FREIGHT) N/A N/A All electrical in accordance with ASME and NEC. SEISMIC (ZONE) N/A N/A PROdECT 18. A fused disconnect switch for each elevator, of ample capacity, with wiring to the elevator motor starter control. Disconnecting means shall disconnect the VERTICAL REACTIONS I.O.A. normal power supply os well os emergency supply, when provided 19. Light and switch in elevator machine room, with switch located adjacent to @ EACH JAC~ UNiT (~) 9}4~# eo SOUTHOLD,NY access door. Convenience outlet in machine room. @ EACH BUFFER (2 IGc.1 4420# ea. 20. Light, switch and convenience outlet in elevator pit, llght switch accessible from lower landing opening. Install light to clear elevator car. 21. Suitable tlOV service in the holstway, midway of travel (see layout) or con- ARCHITECT nected to terminals in elevator controller for car light service (elevator con- tractors option) 22. Heat, and product of combustion sensors located in each elevator lobby with DATE BY CHKD I DESCRIPTION GENERAL CONTRACTOR necessary wiring to elevator control panel, when fire service is specified 10-26-09 ewd ORIGINAL 25 If sprinklers ore present in the machine room or holstway, a means shal! be 11/11/09 DRB REVISIONS MARKED Z~ provided to automatically disconnect the main llnc power supcly prior to -- I CONTRACT No. SHEET NO. the application of water. I -- 16612 ! i ' HOISTWAY VENTED BY G.C. 2 1/4" :~'T STC)P SW C~,(BY ELEV CONTR P3 LIC-HT & SWITCH(BY ELEC. CONTR.) HALL STATION SUFFERS ) LIMITS j (2 IGc. & DUCT ~ C.PI. ~4~j G.O.P. w/ EMER. LIGHT~ IIII -( - & PHONE \ I II I ~1~ aZ SEE NOTES 6 & 7 6 1/2" FINISHED SILL SLING/ RAIL JACK C/L C/L ~., 5'-2 ~/4" 9 3/4" 8'-4" PLATFORM 5'-4" ~1~ 3'-10" TO RAIL C/L TO RAIL C/L 4' 6 -I- 4' 7 3/4" TO dACK C/L TO dACK C/L 9'-2" CLEAR HOISTWAY 1 1/4" R.C 7 3/4" Plan Vie~ @ C SCALE : NONE (DEPICTING FEATURES AT VARIOUS LEVELS) DATE BY CHKD DESCRIPTION 10-26-09 ewd ORIGINAL 11/11/09 DRB REVISED BUFFER ARRANGEMENT NOTE: ENTRANCE WALLS TO'BE LEFT OUT, OR ROUGH OPENING PROVIDED AS SHOWN, UNTIL AFTER ENTRANCE FRAMES ARE SET tF THE JOB SiTE IS IN A SEISMIC RISK ZONE 2 OR GREATER A PIPE RUPTURE VALVE IS REQUIRED AT THE JACK UNIT IN ACCORDANCE WiTH ASME/ANSI A17.1. A SUMP OR DRAIN IS REQUIRED IN THE PiT WITH PROPER DISCHARGE AS PER ASME/ANSI A17.1. AN AREA OF 5.49 SQUARE FEET (NOT LESS THAN 24 INCHES ON ANY SIDE) IS TO BE LOCATED ON THE CAR TOP WHERE 45 INCHES MINIMUM OF VERTICAL CLEARANCE EXIST WITH THE CAR AT ITS MAXIMUM LIMIT OF TRAVEL. THIS AREA IS TO BE INDICATED ON THE CAR TOP AS REQUIRED BY ASME/ANSI A17.1. THE RAILS FOR THIS JOB ARE APPROXIMATELY 16' 0" LONG. MAKE SURE THAT THIS LENGTH COMPONENT CAN BE MOVED THROUGH THE JOB SITE INTO THE HOISTWAY. PROJECT I.G.A. SOUTHOLD, NY CONTRACT No 7 1/2" © 9' 6" GUIDE RAIL 16'-0" GUIDE RAIL 11' 4 1/2" JACK CONN. A.FF. '1 CLLAN. 3'-7" REFUGE 8'-8" TO CROSSHEAD 8'-0" CAB HEIGHT L 7'--0" CLEAR OPNG(TYP) 7'-6" ROUGH OPNG(TYP) 12' 0" CLEAR OVERHEAD 5 1/4" PLA I I- IJI~M 5" OT. 9' 11" TRAVEL 8" RUNBY '1 5 1/2" STROKE D SEE SILL DETAIL THIS PAGE(WP) (._ JACK STANDS 4' 0" PIT LdJ Z W jZO J~Z .2~,, RECESS[~ NOTE: ENTRANCE WALLS TO BE LEFT OUT, OR ROUGH OPENING PROVIDED AS SHOWN, UNTIL AFTER ENTRANCE FRAMES ARE SET. Hoist~vay Section "A - A" SCALE : NONE DATE 10-26-09 DESCRIPTION ORIGINAL PROJECT I.G.A. SOUTHOLD, NY CONTRACT No. MACHINE ROOM VENTED BY FIRE EXT. (BY G.C. M 8' 0" Mik CLEAR MA... ,,NL ROOM , .I .~ 2' NOM; 2.575" OD.; .154" HA ~ ~WALL ASTM A53 SCHEDULE ~/~ ~bzP-~FP / 40 VICTAULIC OIL LINE LS.O. VALVE\ / %..x_ CONTROLLER POWER UNIT STARTER 26,200 BTU/hr 3'-O"W x6'-8"H MINIMUM SELF CLOSING, LOCKING DOOR-OPENABLE FROM INSIDE w/o KEY-BY G.C. LIGHT 84 SWITCH (BY ELEC. CONTR.) UNIT LOCKABLE FUSED DISCONNECT FOR 1 l OV AC ELEVATOR LIGHTING CIRCUIT (BY ELEC. CONTR.) VAIN ELEVATOR POWER FUSED DISCONNECT & WIRING TO STARTER BY ELEC. CONTR. Ptan View @ C SCALE : NONE DATE 10-26-09 11/11/09 DESCRIPTION 3RIOINAL REVISED OIL QTY, BTU OIL QUANTITY REQ'D. -- t40 GAL. (SUBJECT TO CHANGE) PROJECT I.G.A. SOUTHOLD, NY CONTRACT NO. I SHEET No. 16612 SIDE 'A" CDI CPI CUTOUT LINE OE TRANSOM~/~ SIDE t 88 1/2" CLEAR I.S, CAR _ _ I- 100" PLATFORM 52" TO C/L STILE 48" TO C/L STILE Plan View LOCATE EMER EXIT TO MISS CROSSHEAD~ EMERGENCY EXIT (4-00 SQ. IN. MIN)~ Reflected Ceiling View 9 5/8" OUTLINE OF PLATFORM ..i2go C RS CANORY SILL BLOCKING BY ELEV. CONTR. Section Th~'~ Door~va~ 2 1/4" GENERAL SPECIFICATIONS & DATA DOORWAY SiZE T48" WiDE x 84" ~ JG~ ~P~'-- ' ] TWO SPEED SIDE SLIDE OPERATOR JGAL MOVFR TEMPLATE No J8252 STILE SIZE/TYPE J7" CHANNEL OPERATOR HEADER SUPPORT BY CAB MFG. HEADER BY OPERATOR MANUFACTURER CAR SILL EXTRUDED ALUMINUM-BY CAB MFG CERT FRAME STAINLESS STEEL BY CAB MFG. EVER. LIGHT BY FIXTURE MANUFACTURER PAD HOOKS [~NOT REQ'D [~REQUIRED PROTECT. PADS (~NOT REQ'D E]REQ'D [~]@ RETURN CUTOUTS REQUIRED (~CAR STATION w/ PHONE OR BOX []CAR POSITION INDICATOR [CAR LANTERN E]OTHER: DOOR PROTECT. FULL HEIGHT INFRARED DETECTOR EVER. EXIT SW. ONOT REQ'D [REQ'D w/ MOUNTIN( FINISH SPECIFICATIONS ITEM MATERIAL/FINISH SIDE WALL "A" SIDE WALL "B" REAR WALL 5WL TEXTURED STAINLESS STEEL TO 34" A.F.F. PLASTIC LAMINATE ABOVE - W/A D92-60 DOVE GREY DOOR PANELS SATIN STAINLESS STEEL RETURN PANEL SATIN STAINLESS STEEL (20ga.) STRIKE JAMB SATIN STAINLESS STEEL (169a.) TRANSOM SATIN STAINLESS STEEL (16ga.) CANOPY 12 9o. C.R.S.-WHITE ENAMEL ANODIZED ALUMINUM "TEE" CEILING FRAME CEILING TYPE [PLASTIC THERMOCLEAR E]ALUMINUM EGGCRATE HANDRAIL(S) 2" x 3/8" []REAR SATIN STAINLESS STEEL [~SIDES EXHAUST FAN EXIT CONTACT [SINGLE SPEED E]GRILL ONLY [~TWO SPEED [~O.E. BLOWER PER A17.1-2004 CODE THIS DRAWING REPRESENTS GENERAL DESIGN INTENT ONLY. ACTUAL AS-BUILT D~I'AILS MAY VARY FROM THAT SHOWN NOTES: 1.) CAB SHELL CONSTRUCTION COMPLIES WITH ALL REOUIREMENrTS AS SET FORrTH IN THE ASME/ANSI A171 ELEVATOR SAFETY C0OE. ALL LOCAL AND/OR HANDICAP REOUIREMENTS ARE THE RESPONSIBILBW OF THE iNSTALLER. 2.) ARCHITECTURALLY SPECIFIED INTERIORS MAY NOT MEET ASME/ANSr A17.1 CODE REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE ELEVATOR INSTALLER TO OBTAIN APPROVALS FROM STATE AND/OR LOCAL AUTHORITIES FOR ANY MATERIALS THAT DO NOT COMPLY 5,) THE ELEVATOR INSTALLER MUST ADVISE IF WALL SIZES SHOWN PROH)B[T INSTALLATION DUE TO HOISTWAY ENTRANCE SIZE OR OTHER ACCESS LIMITATIONS. DATE 10--26--09 11/I 1/09 etYdI CHKD ORICINAL ewd ~ COLOR SELECTED DESCRIPTION ELEVATOR CAB 2 SPEED-FRONT OPENING-WOOD CORE PROJECT I.G.A. SOUTHOLD, NY CONTRACT No. ISHEET No. 16612 i T i" Front Elevation ~ Side "A" Elevation VENTING TO SUiT CODE~ (S~de "B' Elevation simlicr) NOTCH CANOPY @ SiDE STILES~ ge. C.R. STEEL CANOPY 05" --J~' PL. L 7/~" E ENAMEL )ROP CEILING FINISHED LAMINATE Cab to Canopy Connection 1 7/8" @ SIDES PLYWOOD SUBFLOOR Cab to Platforra Connection 5WL TEXTURED LESS STEEL DATE 10-26-09 JO 1/4"-20 HANGER BOLTS eBwYd ~)HR? ORIGINAL 2" x 5/8" SATIN STNL. STL. HANDRAIL w/ 1" x 1 1/2" STAINLESS STEEL SPACERS &: THRU BOLTS JL~ Rear Elevation .05" UNFINISHED z.Y-~ ~'~ 07' )7 ' Co~aer Fasteninq Detail DESCRIPTION THIS DRAWING REPRESENTS GENERAL DESIGN INTENT ONLY. ACTUAL AS BUILT DE'TAILS MAY VARY FROM THAT SHOWN. £ D ELEVATOR CAB SECTIONS AND ELEVATIONS PROdECT I.G.A. SOUTHOLD, NY CONTRACT No SHEET No 16612 2OF2 JAM~ S~';c::O N ! dxAuK_ ( , z CLOSED ENDS~ ¼ 5" SUPPORT ANGLE (E~Y C.C.) GALVANIZED TOE GUARD (BY ENTRANCE MFG.) Ch Dh i/2" CLEAR DOORWAY = 48" ,~,V '-<~',,,- ENGTr' = 8i 5/8" 25 1/8" 4 DOOR PANEL / 3/4" DOOR iL :. . . 60" MIN. ROUGH OPENING Ch Bh View From Hall Ah P~an View Concrete or Masonry r-i HORIZONTAL REACTIONS ON BUILDING PER ASME At7.1 RULE 528.1(m) - SEE DIAGRAM Ah Bh Ch 10h I Fh I G" I 396.3 297.2 . 28.7 529.5 7 .2 (ALL LOADS IN POUNDS) (Calculations based on constant height above opening of 48") NOTES: 1.) ENTRANCE FRAMES ARE KNOCK-DOWN CONSTRUCTION. 2.) ALL ENTRANCE DOORS BEAR A 1 1/2 HOUR U.L FIRE LABEL. FRAMES MUST BE GROUTED BY G.C. TO OBTAIN FIRE RATING. 3.) FACIA PROVIDED IN ACCORDANCE WITH ASME/AN$1 A17.1 ELEVATOR SAFE~Y CODE. 4.) SUITABLE SILL RECESS AND SUPPORT TO BE PROVIDED BY AND GROUTED IN AFTER SILL INSTALLATION BY OTHERS. 5.) ENTRANCE WALLS SHALL BE BUILT, OR ROUGH OPENING PROVIDED AS SHOWN AND FILLED IN, AFTER FRAMES ARE SET. DATE [ BY CHKD 10--26-09~ ewd ORIOINAL 11/11/09 [ DRB COLOR SELECTED DESCRIPTION DATA LEGEND OPERATOR TYPE & TEMPLATE NUMBER OPERATOR: GAL MOVFR YEMPLATE No,: 8242 EACH ENTR. w/ ESCUTCHEON KEYWAYS @ : FRAMES 16 CA. PAINTED STEEL IDOOR PANELS 16 GA. PAINTED STEEL ]SIGHT GUARDS 16 CA. PAINTED STEEL JTOE GUARDS GALVANIZED STEEL )UST COVERS GALVANIZED STEEL FASCIA GALVANIZED STEEL HEADERS GALVANIZED STEEL COLOR/FINISH SELECTIONS DOORS: JENAMEL: M67 GRAY FRAMES: ENAMEL: M67 GRAY SLLS MILL FNSH EXTRUDED ALUMINUM QUANTITY / HAND REQUIRED --(2)_ ENTRANCES REQUIRED AS SHOWN THIS DRAWING REPRESENTS GENERAL DESIGN INTENT ONLY. ACTUAL AS-BUILT DE~AILS MAY VARY FROM THAT SHOWN. ELEVATOR ENTRANCES 2-SPEED SIDE-SLIDE PROJECT I.G.A. SOUTHOLD, NY CONTRACT No SHEET No 16612 1oP1 I DATA LEGEND [ I VOLTAGE 9 5/8" BOX CUTOUT [ ~!20V AC ~t*BV AC L]OTHER: COVERPLATE MATERIAL/FINISH ~STA!NLESS STEEL ~ BRONZE · ~1/8" SATIN FINISH []MIRRORED INDICATORS ~ ~. CAPACll~, PLATE ~iNCANDESCENT ~L.E.D. ~OTHER: NUMBER OF OPENINGS: 2 LIGHT **SEE DIAGRAMS FOR FLOOR DESIGNATIONS** NUDGING BUZZER ~ AUDIBLE KEY SWITCHES / INDICATORS (IF REQUIRED) ' FIRE SIGNAL ~ · 15 3/8" COVERP~TE ~--4 ~G.A,L. STANDARD CHICAGO mMEDECO (VANDAL RESISTANT) FIRE MUST ~:~ . (1) ~LIGHT ON/OFF KEY e ~ ~ ~ ~ o ~ (2) ~FAN ON/OFF KEY FtREFiGHTER~,~:[ ~ ~ (5) ~FAN OFF/LOW/HI KEY ENCRA~ 1/2' OPERATION ~ 7:<~ RED FILLED 215 - UP TO 4 ~NDINCS (4) ~OFF/LIGHT/FAN KEY CUTOUT: 2 1/4' x 12" (5) ~iND. SERV. ON/OFF K~ A17.1-2004 FIRE BOX DEPm: 2 1/~" (6) ~ELEC. EYE CUTOUT KEY SERVICE CABIN ~ (SEE BELOW) C~ Pos{t{O~ l~diCg~Or (7) ~ACCESS ON/OFF KEY <:7 ~ --ON INSIDE OF ~BINB BOOR IN (9) ~"MEDICAL EMERGENCY" INDICATOR ,rL~% · ACCORDANCE Wl~ A17.1-2004 CODE (IO)~DOOR HOLD KEY .... (1 1) ~OTHER: O~1~ l~;~ , PHASE ' & ,' FIRE SERVICE m~ ~ ~ ~ . ASME A17.1-2004 FOR NEW YORK STATE ~ ~ STOP SWITCH: ~KEYED ~TOGGLE ~PUSH/PULL ~ ~ 30VER HINGE: ~AS SHOWN ~OPPOStTE r r ~ ~ NUDGING: mNOT REQUIRED ~REQUIRED TELEPHONE OPTIONB RWB ~PHONE BOX ONLY (PHONE 8Y OTHERS) ~ O ~ O ~HANDS FREE PHONE. INSIDE BOX OOORoPEN ' ~ O ~ ~ --C[osEOOOR ......... ~ ~ (RATH MICROTECH BY CANTON) , ~ 3/a , ~G.A.L HANDS FREE PHONE, COVER MID. e 'iTl *~F F 4500CAPACI~LBS ] I ~ [ ~CTU~L ~S-~UILT O~AIL~ ~AY VARY FROM THAT SHOWN CAB FIXTURES I I e NOBLE EL~ATOR CAR PANEL w/ EMER. LIGHT & FIRE CABINET L _ _ __ J PROJECT Fire Cabinet Detail Company % 312 ~ ~ ~vATO. i/4" HIgH B~CK DLLEB I.G.A. ~7 Tr~velin Lante~ QTY. (1) REQUIRED DATE BY CHKD DESCRIPTION ~8 7/8" 10-26-09 ewd DRB ORIGINAL TO CUTOUT C~r Pg~el CUTOUT: 2 15/16" x 10 1/2" BOX DEPTH: 5 5/8" CONTRACT No. SHE~ No. DATA LEGEND VOLTAGE _7~120V AC ~48V AC ~OTHER: COVERPLATE MATERIAL/FINISH ~STAINLESS STEEL []BRONZE [~1/8" SATIN FINISH []MIRRORED INDICATORS ~INCANDESCENT ~L E.D. ~OTHER: RWB Push Button St~le KEY CYLINDER TYPE ~STANDARD ~MEDECO (VANDAL RESISTANT) PHASE I & II FIRE SERVICE ~' ASME A17.1-2004 FOR NEW YORK STATE QTY. (1) REQUIRED ~ ~ ~ ~ 213 - UP TO 6 ~NDINGS CUTOUT: 2 ~/." ~ ~2" BOX DEPTH: 2 1/4" Hall Posit~on Indicator 316 310 _L~---- QTY. (1) QTY. (~) REQUIRED REQUIRED SIDE VIEW TOP VIEW ~ 1 ~ C (SEE BELOW) (~m~L) STATION "O" DI~ "A" DI~ "C" DI~ ,./ 314 14" 12 1/2" 13 3/8" ' 320 20" 18 1/2" 19 3/8" HALL FIXTURES STANDARD HALL. STATIONS I.G.A. DATE BY CHKD OESCRIPTION SOUTHOLD, NY 10-26-09 ewd DRB ORIGINAL - 1 661 2 SITE PLAN SOUTHOLD IGA RECONSTRUCTION PROJECT - 02.10.2009 ASPHALT LOADING DOCK- 54500 ROUTE 25, SOUTHOLD, NY11971 ASPHALT PROPOSED 79 PARKING SPOTS TOWN OF SOUTHOLD, NY ARTICLE XVlll UNDER ZONING: RETAIL STORE MUST PROVIDE AT LEAST 1 PARKING SPACE PER 200sq.ft OF GROSS FLOOR AREA SHOPPING FLOOR AREA 112,800sq.ft TOTAL REQUIRED PARKING 64 spOTs TOTAL PARKING PROVIDED 79 SPOTS TOTAL H/C PARKING TOTAL PARKING SPOTS SPOTS 83 SPOTS SCALE: 1/10" = 1'-0" iii r~ IGA A-1 37'-5'~" 37'-9" 0 ~1 ~ FOUNDATION PIE~ 2A FOUNDATION PIER 4A ~ODIFYJR~OVEEXISTING ~ MODIFY EXISTING CONCR~ FOUNDATION PIERSA CON~R~ FOUNDATION AS R~QUIRED FOUNDATION AS REQUIRED TO iNSTALL MODIFY ~XISTING CONCR~E 4'-6" FOUNDA~ON PIER la TO INSTALL NEW ~ '~"X I'-0" -- ...... 4'-6" ~ 2'- FOOTING MO~FY EXIS~NG CONCR~ FOUNDATION AS FOOTING. REFER TO NOTE THIS SHE~ , ~ ~' ~ '~' ~ O J NEW 1 '-6" X 2L0'' CONCRETE P~ER FOUNDATION4,.6,, 4'-6"AS REQUIRED TO INSTALL 4'-6" 4'-6" ~ NOTE THIS SHE~ ~R ALL ADDITIONAL WiTH X FOOTING. REFER TO . CONCR~ PI~R W~H 4'-6" X 4'-6" FOOTING. FOR ALL ADDFFlONAL INFORMATION. 18'-4" ~OTING REaR TO NOTE THIS SHEET FOR ALL ADDI~ONAL FOOTING INFORMATION. NOTE THiS SHE~ FOR ALL ADD~IONAL IN~RMATION. HAUNCH INSTALLATION INFORMATION. G.C. IS REQUIRED TO SAW CUT EXISTING ~ ~ ' . O O EXISTING S~B TO ALLOW FOR NEW 1~' DEEP x 2'-6" WIDE CONCR~E HAUNCH CONTRACTOR IS REQUIRED SEE TYPICAL FIE SLAB ON GRADE INSTAL~ON. DISPOSE OF ALL W~TE ~ TO iNSTALL NEW NOTE ~lS SHE~. ELEVATION OFF S~E. PROVIDE NEW ~" PREMO~ED ~ 1 -HOUR RATED DOOR NEW STAIR INSTAL~TION HOtJ: BOSOMS OF ~ISTING ~ ~OTINGS WITHIN STORAG~ ROOM 0'-0'ii ~PANSION JOINT ALONG ENTIR~ AT m~ LOCATION TO GIVE ~ 8'-4" ~ G.C. IS R~UIR~D TO REMOVE EXIS~NG WOOD FRAMED LENGTH OF NEW WALL. ACCESS TO SPRINKLER FLOORING INFiLL AND EXISTING ABANDONED WOOD EXISTING BAS~ENT AR~S ARE ~SUMDD TO OF ADJACENT EXIS~NG FOO~NGS. FOUNDATION WALL TO ALLOW FOR NEW ~NGERS AS MANUFACTURED BY S~MPSON. ~PICAL S~B REPAIR PROVIDE ALL SAW CUTS AND OR PATCH I I JOIN~ AROUND ALL EDGES EXISTIN~ EXHAUST A~R SHA~ IS TO - / DAMAGE. ALL DAMAGE IS TO SLAB EL~ATION REMAIN. PROTECT FROM ALL STORAGE ROOM ~L~VATION [0'-0'~ [-8'-7"] __ D~WJNGS FOR ADDI~ONAL INfO,MArION. J ~ NOTE: NEW NEEDLE BEAM INSTAL~TION CUT BACK / MODIFY EX~TING S~B ~ TO BE CENTERED UNDER BELOW. REMOVE WALL BELOW NEEDLE B~MS (SAW CUT AS REQUIRED TO ALLOW ~R ~R NEW ALL STEEL OENTERLJNES. ~UIRED). CUT POCK~S ~R B~RING P~TES AND iNSTALL EXISTING 6'~" ALL O~ER LOCATIONS. STORAGE LOAD,NG DOCK SLAB PiER ( q ROOM ELEVATION J J J SLAB ELEVATION [o'-o"1 [ OUNDAT,ON NOm ,,I - [ FOUNDATION NOm ,,] E~B~DM~NT [-8'-7"] c.c. ~ ~ ~ s ~u~m m~ THE ~XISTING BASEMENT LOCATION. PROTECT II / Ig~g~l II - X i~ ~j ~ ,NNEW CONC~E ~E~ ,NSTALLATION:ALLAR~,iN~iCAT~D CO~ACTOR IS ~UI~EDTO R~UAJN, CONT~ACTORIS R~QUJ~EDTO TESTALL J ~ ~ ~ ~ O ~ ~ WITH THE NEW YORK STATE BUILDING CODE. I ~. SOIL B~ARING CAPAC~W USED FOR INUNDATION D~IGN 0 ~!~ ~ ~ J ~ ~ ~ CONTRACTO' IS R~QUIRED TO EXCAVATE DO~N TO EXISTING SPRINKLER SYSTEM ~HALL CONFORM J ~OUNDATION NOTES: INDICA~D ~O~NG ELEVA~ON. CONmACT~R IS NOT PROVID~ D~AILED SHOP DRAWINGS J (2 TON PSF.J IS ASSUMED AND IS TO BE VERIfieD tN FIELD AT PERMI~ED TO UNDERMINE EXIS~NG ~OTINGSl WITHOUT EACH SITE. F~TINgS MUST R~ET ON UNDI~URBED SOIL. ~ PROPER SHORING AND UNDERPINNING. A~ NI~ FOOTINGS INDICATING ALL CHANGES. NO WORK SHALL BE I .... ~ A~ FOOTINGS TO BE AT SAME ~L~VATION ~ BO~O~ ~m EXISTING RISERS AS NEEDED TO ALLOW FOR NEW ~ R~UIRED TO PROVIDE ~5 HOOKED ANCHORS x 12 LONG ' I ARE IN PLACE, PUMP ~ REQUIRED, ANCHORS INTO UP g k PREFABRICATED ~NDING INSTAL~TION. ~ I B ,GHT TO UNDERSIDE OF NEW ~ j SPA~INGxI'-6"O.c. VERTICALSPACING. ENSUREAMINiMU~ I A~AIN ED SPECIFIED 28 DAY ~R~NGTH. NOTE: EXISTING COMPRESSOR RACK AND ALL ASSOCIATED CONDENSERS ARE RD REMAIN. PROTECT FROM ALL DAMAGE. CONTRACTOR SHALL MODIFY ALL PIPING AND. WIRING AS REQUIRED TO CONNECT TO NEW EQUIPMENT. O THE OWNER SHALL FURNISH NEW COMPRESSOIRS AND CONDENSERS AS REQUIRED FOR NEW EQUIPMI~NT AND THE CONTRACTOR SHALL INSTALL CONTRACTOR I~ TO COORDINATE ALL WORK WITH OWNER PRIOR ]TO THE START OF ANY WORK. EXISTING FOUNDATION WALL REMOVAL: EXISTING CONCRETE WALL IS TO BE REMOVED 'TO ALLOW FOR NEW CONCRETE PIER INSTALLATION. PROVIDE ~ALL REQUIRED TEMPORARY SHORING PRIOR TO START OF AN~t SAW CU1TING. SAW CUTS SHALL EX'~ND FOR FULL HEIGHT OF 'THE EXISTING WALL AND ALL WASTE IS TO BE DISPOSED OF OFF SITE. EXCAVATE EXIST1NG SOIL AS REQUIRE{) FOR NEW GONCR~E PiER INSTALLATION ISLE PLAN FOR ~ALL SIZES). CONTRACTOR IS NOT PERMIITED TO UNDERMIIHE EXISTING FOOTING WITHOUT PROPER SHORING AND UNIDERPINNtNQ. ALL EXISTING SLABS ARE TO REMAIN. PROTECT IFROM DAMAGE. UPON NEW FOOTING iNSTALLATION. G.C SHALL PATCH ALL DAMAGED SLABS. SEE NOTE ~ELO~V. ELEVATION ~ ~ NEW FIRE EXTINGUISHER ~ ~ g 3'-4" 6'~" C~ TYPICAL SLAB REPAIR j I ~ EDGES __ -- ELEVATION [-9'-1 l"J NEW ROOF DRAIN NEW ROOF DRAIN FOUNDATION PLAN COLOR LEGEND NEW FIRST FLOOR PLAN SOUTHOLD IGA RECONSTRUCTION PROJECT 02.10.2009 SCALE: 1/8" = ! '-O" ARCHITECT III L.... J , L_ _ _J I uP L .... J I I I I I I SLAB ON GRADE I I I I I ' I {6) NIE~' FOOTINGS I r .... -~ r- - -a r .... 'l I DEMO WALL I I NEW WALL I I I I I I [ NEW BASEMENT FLOOR PLAN SOUTHOLD IGA RECONSTRUCTION PROJECT- 02.10.2009 SCALE: 1/8"= 1'-0" ARCHITECT PREFABRICA'~ED CElUNG PROVtDED BY I WALK-IN RE~{ EXISTING LOADING DOCK AREA ELEVATION [o'-o"] NOTE: CONTRACTOR SHALL FURNISH AND INSTALL NEW MARUTE FRP PANELS INCLUDING ALL REQUIRED TRIM FOE A COMPLETE ASSEMBLY. COLOR AND FINISH IS TO BE SELECTED BY THE OWNER· NOTE: CONTRACTOR SHALL PROVIDE II) LAYER OF~" DENSARMOR- PLUS [N LIEU OF GYPSUM BOARD. TYPICAL AROUND ENTIRE ROOM PERIMETER. PREP DENSARMOR TO REODVE 12'-7" NOTE: CONTRACTOR SHALL FURNISH AND INSTAU NEW MARLITE ERP PANELS INCLUDING/~LL REQUIRED TRIM FOR A COMPLEte ASSEMBLY. COLOR AND FINISH IS TO BE SELECTED BY THE OWNER. SIMILAR ?WALL '10'-1½" NEW WALL CONSTRUCTIOhl IS TO MATCH EXISTING AT 12". CONTRACTOR SHALL TOOTH IN ALL NEW FACE BRICK TO MATCH. NEW GYPSUM WALL INFILL ALIGN ALL FACES TO MATCH NEW MASONRY MASONRY , IFOR ALL PLUMBING ) N II WALK-IN FREZ. F 9u 109'-3~"' REPOINT ENTIRE WALL LANDING UL DESIGN U905 2-HOUR RATING 8" j 6,.10~2,, -- FOR ALL NEW COLUMN DETAILS REFER TO COLUMN DETAIL C-2 ON SHEET A-501 TYPICAL AT BOTH SIDES UL DESIGN X$28 1-HOUR RATING FINISH DETAIL C-1 ON SHEET A-501 J ~O STORAge AREA ~J J ' ~IS~NG AND EXPOSED WAL~ NOT~: E~END NEW ID' [WALL TYPE BI HAT CHANNELS ~ 1 ~" O.~. AND ~' NOTE: O.C, IS ALL ADJACENT SUE ACES· PREP AND ' I'Sm' PRIME TO ACCENT ~EW FINISHES. NOTE: CONTRACTOR SHALL PROVIDE (I) lAYER OF~' DENSARMOR- PLUS IN LIEU OF D. TYPICAL 12'-1'CP STAIR LENGTH INOTE: WEST ELEVATION IS TO REMAIN· PROTECT PROM J NEW PLUMBING PIPE CHASE I ~" COORD. WITH PLUMBING PLANS FOR ALL NEW PIPE LOCATIONS. NOTE: CONTRACTOR SHALL FURNISH AND INSTALL NEW MARLITE PRP PANELS INCLUDING ALL REQUIRED TRIM FOR A COMPLETE ASSEMBLY. COLOR AND FINISH IS TO BE SELECTED BY THE OWNER, MASONRY OPENING LANDING --6~ ~ J S}MILAR ~ O L DELI. PREP. IFOR ALL PLUMBING I REQUIREMENTS AND INFORMATION REFER TO '~" DRAWINGS· FINISH SIDE ONLY ACCESS TO ALL PLUMBING LINES. PLUMBING CONTRACTOR MUST BXTEND ALL EXISTING WASTE LINES AND PROVIDE ALL ASSOCIATED HARDWARE. TYPICAL FOR ALL NEW PLUMBING LOCATIONS. G.C. JS TO WORKROOM NOTE: 7'-B" CLEAR / / CONTRACTOR SHALL PROVIDE u ~o 1~ OWNER IS REQUIREI~ TO FURNISH / PRCpVIDE (1) LAYER OF ~' DUROCK IN LIEU ALL NEW CASEWORK SHELVES. OF GYPSUM BOARD. TYPICAL MERCHANDISERS'A~E~!' t ~ ~ ~: GENERALCONTEA TOE IS REQUIRED O ~ INSTALL ALL NEW EWOEK AND 9'-8" ELEVATION COORD~NAT~ INSTALLATION WITH ALL OTHER TRADES G.O. SHAL PROVID6 ALL ENSURE~A UNIFORM LEVEL SURFACE. NOTE: DASHED ~REAS INDICAT~ J LOCATION OF ~W,, CASEWO'~. '- TOILET j TYPICAL THROUGHOUT. NEW FiRE EXTINGUISHER 7'-~" ~'41~~' ~" ~ ~ ~ 6" MODIFY EXISTING WALK-IN BOX TO ACCOMMODATE NEW DOORS· COORDINATE ALL WORK WITH OWNER· NEW DOOR SHALL BE FURNISHED BY THE ERiDDE MANUFACTURER. 29'-7½" EXISTING EXTEND NEW WALL -- CONSTRUCTION TIGHT TO FACE OF NEW WALK-IN FRIDGE WALK-IN REF. 30'-3~2" WALK-IN REFRIGERATOR FIRST FLOOR CONSTRUCTION PLAN INTERIOR RECONSTRUCTION @ THE SOUTHOLD IDA e g DAIRY AREA e EXISTING FINISHED FLOOR '~_c~ ~. ~.. ~- ELEVATION [0'-0"] NOTE: .... J .(AC. SHALL PATCH EXISTING BACK ADJACENT SURFACES:,PREP' ENTIRE BACK UP WALL TO R~BVE INEW FACE BRICK. REFER TO EL~A~ONS FOR ALL ADDITIONAL INFORMA~ON. CONTRACTOR IS REQUIREI~ ! FOR ALL NEW COLUi~ '1 DETAILS REFER TO I TO VERIFY ALL EXISTING / COLUMN get dL C-4 ON SHEET A-501 TYPICAL AT ALL EXISTING NOTIFY ~R~ITECT OF AN~ J' ROUND COLU LOCATIONS THROUGHOUT.' gU"lNG ALL ~HAS~S OF WO,K J WALL AND FLED" PROTECTIpN AS NEEDED. AkL DAMAGE IS~O J J BE REPAIRED AT THE SOLE. L. . J EXPENSE TO T~CONTRAC~R. L, , , m LOW WALL CONSTRUCTION: N~ 5'-~' HIgH WALL SHALL ALIGN WITH NEW CASEWORK EXISTING FINISHED FLOOR LOCATION, CONTRACTOR IS REQUIRED TO INSTALL NEW 4" X 4" X ~" ~S (4'-~' HIGH) WITH A ~" X ~" X ~" ELEVATION THRU~BOLTE AND 8OLT TO SUB-~LOOR BELOW.) NEW LOW WA~SH*LL ER~E ~.TO N~W STE~ LOC~TIO~. S HOPPING AREA r' C r' r r CASHIER AREA EXIT VEST. VESTIBULE ® ® ® ® ® ® ® ® NEW WINDOW OPENING 17 ~8 NEe WINDOW OPENING 104) SLIDING DOOR 2'-0" 10 -0' SLIDING DOOR SCALE: I/4"= I'-{~' -- EXISTING EXTERIOR DOORS, FRAMES AND SIDELIGHTS TO BE REMOVED IN THEIR ENTIREDf. SEE CONSTRUCTION PLAN FOR NEW WORK. PROVIDE TEMPORARY DOORS FOR SECURITY UNTIL NEW DOORS CAN BE INSTALLED, NOTE: EXISTING STEEL DNTELS AND STRUCTURE ARE TO REMAIN, TAKE CARE NOT TO DISTURB EXISTING STEEL. CONTRACTOR SHALL CAREFULLY REMOVE ALL FINIBHE~ AND SCRAPE ALL EXPOSED STEEL CLEAN. SAND PRIME AND PAINT ALL SURFACES WflN THEMEC PAINT THROUGHOUT, NEW PAINT IS TO BE; PRIMER - 1 COAT L OF EXISTING AWNING AND SIDING CONTRACTOR SHALL SCRAPE CLEAN ALL EXISTING STRUCTURE AND PREF FOR NEW PAINT. TYPICAL IN ALL LOCATIONS THIS ELEVATION, S CIRCLE VENT, FRAME AND SCREEN. PREP OPENING TO RECEIVE NEW VENT. TYPICALIN BOTH VENT LOCATIONS. I JNOTE: CONTRACTOR IS REQUIRED TO J NOTE: ALL EXPOSED MASONRY BACK UP WALLS ARE TO RECEIVE KARNAK 83AR SPRAY GRADE DAMP F ROOFING ON FACE. REMOVE CONTRACTOR IS REQUIRED TO REMOVE ALL EXISTING NON JUMBO FACE BRICK ALONG ALL ELEVATIONS. DISPOSE OF ALL WASTE OFF SITE. EXISTING BACK WALL IS TO REMAIN. PROTECT FROM ALL DAMAGE, PREP EXISTING WALL AS REQUIRED TO RECEIVE NEW EXTERIOR FINISHES. IN LOCATIONS WHERE NEW FACE BRICK IS TO BE INSTALLED THE CONTRACTOR SHALL PROVIDE # 34,5 CORRUGATED BUCK ANCHORS @ 16" O,C. vERrj'ICALLY AN O 24" HORIZONTALLY ALONG ENTIRE BACKUP WALL. ALL ANCHORS ARE TO BE NOT DiP GALVANIZED AS MANUFACTURED BY HOHMANN AND BARNARD, TYPICAL THROUGHOUT. -- EXISTING CANVAS OVERHANG TO BE COMPLETELY REMOVED SEE CONSTRUCTION PLAN FOR ADDITIONAL INFO. TOP OF EXISTING MASONRY WALL z15-2 ] ELEV,[ E ' " REMOVAL OF EXISTING MASONRY WALL NEW VENT. ~FPICAL IN ALL LOCATIONS, NOTE: J ALL EXISTING STEEL LINTELS ARE REQUIRED I I EXISTING EXTERIOR DOORS, FRAMES AND SIDELIGHTS TO BE REMOVED JN THEIR NORTH ELEVATION - DEMOLTION INTERIOR RECONSTRUCTION PROJECT @ THE BOUTHOLD IGA CONTRACTOR iS REQUIRED TO INFILL MASONRY OPENING AT EXISTING ENTRANCE VESTIBULE LOCATION WITH: 5.~' 18 ga METAL STUDS @ 16" C.C. WITH EATT iNSULATION BEP/VEEN STUDS AND ~' DENSGLABB GOLD BOARD SHEATHING {EXTERIOR SIDE), ~' FIBERROCK BOARD IINTERIOR SIDE). PREP TO RECEIVE NEW HARDY PLANK BOARD. ALL COLORS AND TRIM ARE TO BE SELECTED BY OWNER. NEW CANOPY -- INSTALLATION: NEW CANVAS WRAPPED PREFABRICATED SUSPENDED CANOPY WITH BUlLTqN SUPPORT TUBES AS MANUFACTURED BY ARCHITECTURAL EXISTING WALL REMOVE ALL SURFACE TREATMENTS U.O,N, PATCH ALL HOLES AND OEENINGB AND PREP TO RECEIVE NEW HARDY PLANK BOARD. ALL COLORS AND TRIM ARE TO BE SELECTED BY OWNER, -- ALL NEW BIDING AND TRIM TO BE PRIMED AND PAINTED - COLORS AS SELECTED BY OWNER ALL JOINTS ARE TO BE NEATLY CAULKED WITH PAINTABLE SEALANT NEW CONTROL JOINTS ARETO BE CENTERED WITHIN MASONRY PIERS. TYPICAL THROUGHOUT, SIGNS, REFER TO DETAIL FOR ALL ADDITIONAL INFORMATION. CIRCLE VENT AND SCREEN. FINISH SHALL BE SELECTED BY OWNER, SIZE SHALL MATCH EXJSTINQ. [VERIFY IN FIELD), TYPICAL IN ALL THREE VENT LOCATIONS. SCALE: I/4"= 1'~' SEE ROOF PLAN FOR DETAIL AT ROOF EDGE GRAVEL STOP -- INSTALL NEW BULL HEADER BRICK COURSE AT THIS LOCATION TO MATCH EXISTING. TYPICAL. CONTRACTOR IS REQUIRED TO INSTALL NEW JACK ARCHES AT ALL WINDOW LOCATIONS. DEPTH OF NEW ARCHES IS TO MATCH FOUR COURSES OF BRICK. (+/- 13"} NEW GLASS WINDOW, MASONRY OPENING ~ L SIMILAR AT ALL ~ ~ ~ ~ ~ ~ ' ~ ~ MASONRY OPENING 3/4" RUS~C GRAI~ WINDOW WlD~ OF NEW SILL IS TO MATCH j 1~ FURNISH AND INSTALL NEW ALUMINUM ~IM. ~PICAL AROUND FOR ALL DECORATIV~ ~E WIDTH OF T~O BRICK ALL ,JOINTS TO BE NEA~Y ~ - NEW 6' WIDE HARDJ~RIM HLD D VENT AND SCREEN. FINISH SHALL 8E ENTIRE WINDOW PERIM~R. WA~ SCONCES REFER TO COURSES. {+/- 6 ) REFER TO CAULKED W~TH PAiNTABLE 3/4" EU5~C GRAIN P~NKS SELECTED BY OWNER. SIZE SHALL MATCH "E' DRAWINGS. INSTALL PR~T SILL DEAILS ON SEALA~ EXISTING. ~VEEIFY IN FLEXI, TYPICAL IN j J NOT~ J ALL UGHTS AT CENmELINE WINDOW D~AIL SHE~. TYPICAL -- -- NEW 10" WIDE BASE HARDI~RIM ALL THREE VENT LOCA~ONS. I I FOE ALL SiLL LOCATIONS. N~ HAROI~EIM HLD ~ HLD 3/4" RUS~C GRAIN PLAN~ NEW DISP~Y CASES ARE TO CONTRACTOR IS REQUIRED TO SIZE VARIES. ~ ALIGN W~TH MASONRY MATCH EXlS~NG BRICK ~PE, NOTE COURSING. TYPICAL COLOR AND COURSING. NEW PRECA~ WINDOW SILL IS TO ~R NEW WINDOW ~SEMBLY D~AiLS AND WINDOW FACE. SEE D~AIL. INFORMATION REFER TO WINDOW SCHEDULE. ~IM HLD J 3/4" RUSTIC GRAIN P~NKS I" FROM P~NK TOP AND HARDIEPLANK NOTES: ,, I. ALL NEW HARDt~ PLANK SIDING AND TRIM SHALL BE PROVIDED wmr m FA~ORY APPLIED PRIMER. W~THER-RESISTtVE BARRIER~ ' ~ . , ' 2, ALL NEW HARDIE P~NK ~IDING AND TRIM SHALL BE PAINTED WITH 10~ PER~E~ ACRYLIC TOP COAT AS P~R THE ~NUFA~RERS RECOMMENDA~ONS, JOINT F~SHING ~ INSTALL PLANKS iN 3, ALL NEW HARDIE P~NK SIDING AND TRIM SHALL 3E CAULKED AS RECOMMENDED BY THE 4, ALL IN~A~A~ON D~AI~ SHALL EE IN ACCORDANCE WITH THE MANUFACTURERS LAT~T s.MA E, LS SHALL EE CUT US ,O B,ST RECO M, ,D M ,O S. H .g S,EA,S OR HA DI[PLANK JOINT T EATM NI DETAIL SCO"E AND 5NAP. "O High BREED SAWS ARE TO B~ USED TO CUT ~A~RIALS. ALL MATE"IAL SHALL B~ C~ OUTDOORS. ~ SCALE N.T.S. i I HARDIEPLANK OVERLAP TREATMENT D AIL FASTEN BACK TO EXISTING BACKUP C .... ~ ....... 4" EXPOSURE WITH MINIMUM 1~" DYK~ LUMBER. PROVIDE SILL ELEVATION ALL REQUIRED BLOCKING. L NOTES NORTH ELEVATION CONSTRUCTION INTERIOR RECONSTRUCTION PROJECT @ THE BOUTHOLD PRECAST DETAILS SCALE; 3": t'~7' SEE ELEVATION GRAIN pLANKS. SIZE VARIES, SHIM BEHIND TRIM IF REQUIRED HARDIEPLANK FLASHING TREATMENT DETAIL SCALE N.T.S. HARDIEPLANK CORNER TRIM TREATMENT DETAIL SCALE N.T.S. TOP OF ELEV. [ 17'- 8" ] TOP OF GIRDER ELEV. [ 17'- 4" ] INSTALL NEW CONTINUOUS ANGLE 3'~(3"x~" L.L. WELDED TO ROOF JOISTS AND BEAMS @ 48" D.C. I CONTRACTOR IS BEGUIRED TO / FURNISH AND INSTALL ANCHOR BOLTS @ 48~' O,C. IN~TALL NEW CON11NUOUS ANGLE 4'~3'~' L.L.V. WELDED TOTOP SIDE OF ROOF JOIST AND FASTENED TO EACH METAL STUD @ 16" C.C. W27x~4 6X6",~ LEV. ~.D DTO TOP UNDERSIDE OF ROOF GIRDER AND FASTENC~* TO ALL METAL STUDS @ 16"O.C. J WALL TYPE P REMOVE ESWlO STUDS @ 16" ON EXISTING CENTER RJLL HBGHT, ANCHOR WALL ABOVE ~ TO E.I(~NG FOUNDATION WALL AS INDICAIED, J ELEV. [ 10'- 8" ] REFER TO ATTACHED I STRUCTURAL SKETCH , fi" OSB BOA,D W~TH FOR ALL ~ FAS~RRS AT 6" C.C. AT EDGES AND 6" O.C, IN FIELD, ADDITIONAL I IN~RIOR SHEAm~G INFORMATION. {1) lAYER ~' RBB~ROCK BOARD. I S,EA. WALL I ASSEMBLY NOTES: J EXTENT OF SHEAR ~W, ALL J PROVIDE DOUBLE STUDS AT I I J PROVIDE S/HD 8 SHEAR WALL ~ PROVIDE# 34~ SV- SBSMIC SCREWS AND ~' THREADED ~ V'NOTCH VENEE~ ANCHOR @ ANCHOR BOLTS INTO THE 16" C.C. VEET. FASTEN ALL J EXISTING FOUNDATION WALL ANCHORS AT ALL STUD ~T~,.PICAL THROUGHOUT, LOCATIONS. ALL ANCHORS ARE TO BE HOT DIP GALVANIZED AS J ~ THREADED ROD ARE TO I~E * MANUFACIURED BY HOHMANN Pc~FNTAENRC HORS @ 24" ON ! -- #' FACE BRICK mo WALL SECTION dd _2 11 Il 11211 III III II !111 SCALE: N.T.S, WALL'" 'ELEVATION' COVER IGA FOOD STOR - 54566 ROUTE 25 - 11971 SOUTHOLD, NEW YORK INTERIOR RECONSTRUCTION PROJECT AT THE SOUTHOLD IGA JOHN AC GRILLO ARCHIT CT PC EET AFF ABOVE FINISHED FLOOR INSUL INSULATrON ALUM ALUMINUM JET JOIST BLK BLOCK M.D. MASONRY OP~NING BTM Bo[roM MTL METAL C,J. CEILING JOIST N.I.C. NOT IN CONTRACE CLG CEILING No. NUMBER CONC CONCRETE CONT CONTINUOUS O,C. ON CENTER DBL DOUBLE Pff, PREESURE TREATED A-104 A-107 A-108 A-109 A-201 - A-202 - - FIRST FLOOR CASEWORK PLAN - NEW AND EXISTING ROOF PLAN - ROOF DETAILS AND NOTES - ROOF DETAILS AND NOTES EXTERIOR ELEVATIONS, DETAILS AND NOTES EXTERIOR ELEVATIONS, DETAILS AND NOTES A-301 A-302 A-303 A-401 - FULL WALL SECTIONS AND NOTES - FULL WALL SECTIONS AND NOTES - DETAIL WALL SECTIONS AND NOTES - NEW ADA TOILETS PLAN, SCHEDULES, NOTES AND DETAILS A-402 - NEW STAIR PLANS, NOTES AND DETAILS A-501 - GENERAL DETAILS AND NOTES A-502GENERAL DETAILS AND NOTES A-601DOOR SCHEDULE, ELEVATIONS, DETAILS, AND NOTES A-602DOOR SCHEDULE, ELEVATIONS, DETAILS, AND NOTES S-101 S-301 - S-302 - ROOF FRAMING PLAN STRUCTURAL GENERAL NOTES AND DETAILS STRUCTURAL GENERAL NOTES AND DETAILS COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND COND!TIONS OF ,, SOLffHOLD ~'0WN ZSA SOUTHOLD T0?~N PL;NNING BOARD N.Y.S. DEC D-1 D-2 D-3 D-4 D-5 D-6 D-7 - FIXTURE PLAN - KEY PLAN - FLOOR TILE PLAN - CEILING - LIGHTING PLAN - HUNG SIGNAGE PLAN -INTERIOR ELEVATIONS -INTERIOR ELEVATIONS ALL CONSTRUCTION SF},%L' '~', /V/EET THE REQUIREMENT8 OF THE CODEs OF N~tl YO~tf STATE FIRE INSPECTION REQUIRED BEFORE OPENING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLy SYSTEM CANNOT EXCEED 2/100F 1%LEAD. OCCUPANCY OR USEIS UNLAWFUL WITHOUT CERTIF!CATE OF OOOUPANCY D-8 - SECTION AND SCHEDULES ApP~0VEO~St~0T~ PLUMBING ALL PLIJMr~ING WASTE FEE:~ BY'- V ~""'"~__ & WATER LINES NEED NOT~FY BUILDING DEPARTMENT AT TESTING BEFORE COVERJNG 7654802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION "TWO REQUIRED FOR pOU~ED CONCRETE 2. ROUGH - FRAmiNG A pLUMBING 3. iNSULATION 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OE THE TOWN CODE, J O a TRAVEL DISTANCE 105'-0" TRAVEL DISTANCE 140'-0" TRAVEL DISTANCE 155'-0" TRAVEL DISTANCE 145'-07 TOTAL STORAGE AREA FIRST FLOOR (NON-PUBLIC SPACE 2851 sf F 1 L___J EMPLOYEE AREA I-- r- RE . J x DELI AREA I 1 r-x.,,, I i I I I FOR ALL LOCATIOHS OF NIEW EJGRESS S,GNAG'E. REFER To I ELECtRICAH PLAN.I TOTAL RETP IL ARfiA (PUE LIC SPARE) H4Ve EMEI GENqY BREAKOUT FUNCTION. T PICAk IH ALL THREE LOCATIONS. SHOPPING AREA CASHIER AREA DAIRY AREA I r · Ir I r I r _. L EXIT PUBLIC AREA TRAVEL DISTANCE 165'-0" TRAVEL DISTANCE 65'-0" FIRST FLOOR AND BASEMENT EGRESS PLANS INTERIOR RECONSTRUCTION G THE SOUTHOLD IGA SCALE: 1/8": P@" WALL LEGEND EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN IAI 4" FACE BRICK - 1" AIR SPACE - B" CMU iD-2) WITH DUR-O-WALL 16" O C VERTICALLY - MORTAR NET MN10-BB TYPICAL AT ALL FLASHING POINTS. IBI 12r' CMU ID 21 WITH DURO WALL REINF. 16Tr O.C. VERTICALLY B HOUR RATED UL # ug0R Icl 8" CMU iD-21 WITH DUR-O-WALL REINF, 16" C.C. VERTICALLY 2 HOUR RATED UL # U905 6" CMU (D 2) WITH DURO WALL REINF. 16" C.C. VERTICALLY 2 HOUR RATED UL # U905 4 FACE BRICK WITH #346 CORRUGATED BUCK ANCHORS G 16rr C.C. (VERTICALLY} AND 24" C.C. (HORIZONTALLY( NEW FACE BRICK SHALL MATCH EXISTING, GYPSUM PARTITION: 3~" 20 ga. METAL BTU DS @ 16" C.C. WITH (1} LAYER OF 5/8" FIBERBOCK BOARD OVER (1) LAYER j" FiRECODE "C", TYPICAL BOTH SIDES, ALL FROM FLOOR SLAB TO STRUCTURE / DECK ABOVE - 2 HOUR RATED UL #U 41 1 GYPSUM PARTITION: 3~" 20 ga. METAL STUDS @ ] B" O.C. WITH ( 1 } LAYER ~' FIRECODE "C", TYPICAL BOTH SIDES, ALL FROM FLOOR SLAB TO STRUCTURE / DECK ABOVE AND BE SMOKE TIGHT. PROVIDE SOLID BLOCKING er-0'' C.C. VERTICALLY. - 1 HOUR RATED UL #U 465 ~EXISTING WALL ~" TYPE r'xrr SHEETROCK OVER b' MTL HAT CHANNEL 1B"O C FASTFN TO EXISTING WALL. FURRING OUT AND PLUMP AS REQ'D. TAPE SPACKLE & PAINT. EXISTING WALL, REMOVE ALL SURFACE TREATMENTS U.O.N. PATCH ALL HOLES, TAPE, SPACKLE, PRIME AND IN~TALL NEW WALL TREATMENTS. ALL COLORS ARE TO BE SELECTED BY OWNER. GYPSUM PARTITION. 3~" 20 ga. METAL STU D5 @ 16" O.C. WITH (1 } LAYER ~' FIBER ROCK BOARD OVER (1) LAYER j" TYPE "X" GYPSUM BOARD (STORAGE ROOM SIDE), WITH MARLITE FPP WALL PANEL SYSTEM OVER ~" DENSARMOR BOARD (BATHROOM SlDE}, ALL FROM FLOOR BLAB TO STRUCTURE / DECK ABOVE AN D BE SMOKE TIGHl. PROVIDE SOLID BLOCKING 8'-0'' C.C. VERTICALLY. GYPSUM PARTITION: 3~" 20 ga, METAL STUDS @ 16" C.C. WITH MARLITE FPP WALL PANEL SYSTEM OVER ~' DENSARMOR BOARD (BOTH SIDES), ALL FROM FLOOR SLAB TO STRUCTURE / DECK ABOVE AND BE SMOKE TIGHT. PROVIDE SOLID BLOCKING 8'~" C.C. VERTICALLY. GYPSUM PARTITION: 3~" 20 ga. METAL STUDS @ 16" C.C. WITH MARLITE FPP WALL PANEL SYSTEM OVER j" DENSARMOR BOARD (FINISH SIDE), 6" PLUMBING CHASE, 3~" 20 ga. METAL STUDS @ 16" C.C. WITH MARLITE FPP WALL PANEL SYSTEM OVER ~" DENSARMOR BOARD (FINISH SIDE), ALL FROM FLOOR SLAB TO STRUCTURE / DECK ABOVE AND BE SMOKE TIGHT, PROVIDE SOLID BLOCKING 8~-0' C.C. VERTICALLY. IMI 2½' I B ga, ME'AL STUDS @ 16" O,C. WITH 2½" RIGID INSULATION BETWEEN STUDS AND ~" DENSGLASS GOLD BOARD SHEATHING. PREP TO RECEIVE NEW HARDY PLANK BOARD. ALL COLORS AND TRIM ARE TO BE SELECTED BY OWNER. REFER TO EXTERIOR ELEVATIONS FOR ALL REQUIREMENTS. EXISTING WALL, REMOVE ALL SURFACE TREATMENTS U.O,N, PATCH ALL HOLES AND OPENINGS AND PREP TO RECEIVE NEW HARDY PLANK BOARD. ALL COLORS AND TRIM ARE TO BE SELECTED BY OWNER. REFER TO EXTERIOR ELEVATIONS FOR ALL REQUIREMENTS. GYPSUM BRACIN~ WALL: 6~NTER FULL HEIGHT, ANCHOR TO CMU WALL WITH SIMPSON PDP ANCHORS @ 24" ON CENTER INTO MORTAR JOINTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED UPPER AND LOWER TRACK5 AND INSTALL AS DETAILED. INSTALL R~21 INSULATION BETWEEN ALL ~TUDS AND ~. FIBERROCK BOARD OVER ENTIRE ASSEMBLY. TAPE, SPACKLE, PRIME ANDPAINT. COLOR IS TO BE BY OWNER. WALI~L NOTE) ALL EXTERIOR BLOCK TO HAVE KOR-FILL INSULATION INSERTS INSTALLED IN ALL CORES EXCEPT IN CORES FILLED SOLID. ALL EXTERIOR BLOCKTO HAVE INTEGRAL WATER REPELLENT IN EXTERIOR WALLS, ALL C.M.U. IS TO BE D 2 12hr. CLASSIFICATION} FOR CORRIDOR WALLS 1 HOUR RATING BUlLOING CODE FOR NEW YORK STATE TABLE 708.4 ALL C.M.U. FOR FIRE WALLS (3 HOUR RATING) IS TO BE C-3 (3hr. CLASSIFICATION) UL DESIGN - U906. TYPICAL AT TYPE 2A CONSTRUCDON. ALL C.M.U, FOR FIRE WALLS (2 HOUR RATING) IS TO BE D-2 {2hr. CLASSIFICATION) UL DESIGN - UgOS, T~ AT TYPE 28 CON~TRUCTIGN. ALL TRADES ARE RESPONSIBLE FOR REVIEWING & BECOMING FAiMILIAR WITH THE ENTIRE SET OF CONTRACT DOCUMENTS PRIOR TO THE START OF ANY WORK. NO EXTRAS WILL BE ALLOWED FOR LA~CK OF COORDINATION WITH THE ENTIRE PACKAGE. ANY WORK WHICH IS REQUIRED TO BE CORRECTED OR REPLACED DUE TO LACK OF COORDINATION WITH THE ENTIRE PACKAGE WILL BE DONE SO AT THAT CONTRACTOR'S SOLE EXPENSE. DO BlOT WELD BRIDGING TO WEB MEMBERS DO NOT HANG ANY MECHANICAL, ELECTRICAL, ETC. FROM BRIDGING THE ROW OF BRIDGING CLOSEST TO THE MID SPAN MUST BE DIAGONAL BRIDGING WITH BOLTED CONNECTIONS AT CHORDS AND INTERSECTION. HOISTING CABLES SHALL NOT BE RELEASED UNTIL THIS ROW OF BOLTED DIAGONAL BRIDGING IS COMPLETELY INSTALLED. ABBREVIATIONS AFF ABOVE FINISHED FLOOR INSUL INSULATION ALUM ALUMINUM JET JOIST BLK BLOCK BTM BOIffOM M~O. MASONRY OPENING MTL METAL C.J. CEILING JOIST CLG CEILING N,I.C. NOT iN CONTRACT CONC CONCRETE No. NUMBER CONT CONTINUOUS O.C, ON CENTER DBL DOUBLE P.T. PRESSURE TREATED DIA DIAMETER R.R, ROOF RAFTER EL ELEVATION PAD RADIUS REIN REINFORCED F.J FLOOR JOIST F,R,P. FIBERGLASS REIN, PANEL S.S. STAINLESS STEEL FDN FOUNDATION STL STEEL FIG FOOTING T.O.W. TOP OF WALL F/1 FURNISH AND INSTALL TYP TYPICAL G.C. GENERAL CONTRACTOR GA GAUGE V.A.T. VINYL ASBFSTOS TiLE GYP. BD. GYPSUM WALL BOARD V.C.T, VINYL COMPOSITION TILE VERT VERTICAL HOP HORIZONTAL WWM WELDED WIRE MESH GENERAL INFORMATION OCCUPANCY CLASSIFICATION: EXISTING BUILDING CLASSIFICATION, NEW CONSTRUCTION CLASSIFICATION ALLOWABLE HEIGHT: HEIGHT LIMITATION: GROUP "BH' TYPE Ilia TYPE Ilia 4 STORIES 55L0- BUILDING HEIGHTS AND AREAS: EXISTING BUILDING AREA EXISTING FIRST FLOOR AREA: RETAIL AREA (PUBLIC( STORAGE AREA (PRIVATE} TOTAL FIRE AREA EXISTING BASEMENT FLOOR RETAIL AREA (PUBLIC) STORAGE AREA IPRIVATB) TOTAL FIRE AREA NEW FIRST FLOOR RETAIL AREA (PUBLIC( STORAGE AREA (PRIVATE( TOTAL FIRE AREA NEW BASEMENT FLOOR RETAIL AREA IPUBdC) STORAGE AREA [PRIVATE) TOTAL FIRE AREA ACTUAL ALLOWABLE TABLE 503 - TYpE 3A 8,990 st. 3,704 st. 12,694 sf. ~8.5oo 11,010 st. 11,010 sr. 12,140 st. 2,851 st. 14,991 st. 10,761 st. 10,761 sr. 18,500 18,500 18,500 FIRELRESISTANCE RATING REQUIREMENTS: FIRE WALL 3 TABLE 705,4 INTERIOR WALL AND CEILING FINISHES GROUP M - TYPE Ilia - SPRINKLERED CORRIDOR FIRE RESISTANCE RATING GCC. SPRINKLERED M FiRE PROTECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE W/CHAPTER 14 OF THE FIRE CODE GE NEW YORK STATE. MAXIMUM CORRIDOR LENGTH BETWEEN SMOKE DOORS IS LESS THAN 300'. MAXIMUM DISTANCE BETWEEN SMOKE STOPS IN CEILINGS IS I BEL TABLE 803.5 TABLE 1016.1 MEANS OF EGRESS OCCUPANT LOADS GRADE FLOOR AREAS IMEBOANTJLE} STORAGE AREAS (MERCANTILE} FIRST FLOOR RETAIL AREA IPUBLIC) STORAGE AREA )PRIVATE) TOTAL BASEMENT FLOOR RETAIL AREA )PUBLIC} STORAGE AREA IPRIVATEI TOTAL TOTAL BUILDING OCCUPANTS EGRESS WIDTH PER OCCUPANT SERVED EGRESS WIDTH (SPRINKLERED) STAIRWAYS (0.20" PER OCCUPANT @ 036 occ.) OTHER EGRESS COMPONENTS (0.15"@ 451 ccc.) TRAVEL DISTANCE SPRINKLERED CORRIDOR DEAD ENDS TABLE 1004.1,2 30 GROSS 300 GROSS 12,140 st. 405 2,851 st. 10 415 GCC. 10,761 st. 36 36 GCC. 451 GCC. TABLE 1005,1 REQUIRED PROVIDED 7.20" 82" 67.65" 216" GCC. TABLE 1015.1 M 250' ~ MAX. DISTANCE TABLE 1016.3 NO DEAD END CORRIDORS LONGER THAN 20fi,. OR 2,5 TIMES THE WIDTH REQUIRED NUMBER OF EXITS EXITS TABLE 1018.1 1 BOO OCCUPANT5 2 ENERGY CONSERVATION SUFFOLK COUNTY - CLIMATE ZONE 11 b BUILDING ENVELOPE REQUIREMENTS WINDOW AND GLAZED DOOR AREA GREATER THAN 10% BUT NOT GREATER THAT 28@ OF ABOVE GRADE WALL AREA PROPOSED WINDOW AND GLAZED AREA: 13.2% OPENINGS SKYUGHTS FLOORS OVER UNCONDITIONED SPACE WINDOW & GLASS DOORS ROOF ASSEMBLIES OUTSIDE AIR FILM ROOFING ~" DENSDECK BOARD TAPERED INSULATION (32J2'' avg) 2" RIGID INSULATION METAL DECK TABLE 301.1 TABLE 802.2 REQUIRED PROVIDED U=0.8 (max.I u=o.6 (max.} u:o 44 R-20 R~41.49 0.61 0.33 0.28 25.80 0.00 PROJECT REQUIREMENTS FOR ALL TRADES: 15. 16, 22. 23. 24, 25. G.C. SHALL PROVIDE ALL TEMPORARY 6'-0" HIGH CHAIN LINK FENCING INCLUDING GATES, CHAINS, PADLOCKS, WITH KEYS FOR ALL OTHER TRADES, OWNER AND FIRE MARSHALL IF SO REQUESTED, G,C. SHALL FURNISH AND INSTALL SIGNAGE WHICH SHALL BE MOUNTED ON ALL CONSTRUCTION GATES IN CLEAR ViSIBiLiTY TO ALL PARTIES, SIGNAGE SHALL READ AS FOLLOWS: CONSTRUCTION ENTRANCE ONLY NO DELIVERIES BETWEEN THE HOURS OF NOTE. COORDINATE ALL TIMES WITH OWNER. G.C. SHALL FURNISH AND INSTALL AN ON SITE JOB TRAILER WHICH SHALL REMAIN IN PLACE UNTIL PROJECT COMPLETION. ELECTRICIAN SHALL PROVIDE TEMPORARY POWER TO THE CONSTRUCTION JOB TRAILER. GENERAL CONTRACTOR SHALL PROVIDE (Ii TELEPHONE AND (1 } FAX LINE TO THE JOB TRAILER. ELECTRICIAN SHALL PROVIDE ALL TEMPORARY LIGHTING AND POWER TO ALL AREAS OF CONSTRUCTION. 3 PHASE POWER SHALL BE PROVIDED BY EACH TRADE REQUIRING THE SAME. TEMPORARY HEAT TO COMPLETE ALL FINISH WORK SHALL BE PROVIDED BY THE G.C, ALL TEMPORARY DUST TIGHT PARTITIONS, DOORS AND EMERGENCY EGREES ENCLOSURES SHALL BE PROVIDED BY THE G.C. G,C. SHALL BE REQUIRED TO INSTALL, RELOCATE ETC. EMERGENCY EGRESS ENCLOSURES AS REQUIRED TO PROPERLY COMPLETE ALL PHASES OF CONSTRUCTION AS WELL AS TO MAINTAIN A CONSTANT SAFE ENVIRONMENT FOR BUILDING OCCUPANTS. TEMPORARY RELOCATION OF ANY EXIT SIGNS SHALL BE BY THE ELECTRICIAN, PORT-A@AV SHALL BE PROVIDED BY THE G.C. ALL COORDINATION MARK OUTS SHALL BE ACCOMPLISHED BY THE MECHANICAL AND ELECTRICAL TRADES. G C. SHALL ESTABLISH HOLES THROUGH WALLS AND ROOF FOR DUCTWORK PENEffRATION5 AND SEAL AROUND PENETRATIONS UPON COMPLETION OF WORK. ALL PENETRATIONS THROUGH WALLS FOR CONDUIT, PIPING, WIRES ETC. SHALL BE MADE BY EACH INDIVIDUAL TRADE. ADDitiONALLY ALL PENETRATION SEALING AND SMOKE STOPPING SHALL BE BY EACH INDIVIDUAL TRADE. PRIOR TO BEGINNING ANY WOEK THE G.C. SHALL SHALL VERIFY, LOCATE & MARK THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AROUND SITE, FOR EXACL LOCATIONS OF LIGHT FIXTURES, SMOKE HEADS, HVAC GRILLS, CEILING HUNG HEATING UNITS ETC. ALL TRADES ARE DIRECTED 10 REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. ALL TRADES ARE RESPONSIBLE FOR REVIEWING AND BECOMING FAMILIAR WITH THE ENT:RE SET OF CONTRA~'T DOCUMENTS PRIOR TO THE START OF ANY WORK. NO EXTRAS WILL BE ALLOWED FOR LACK OF COORDINATION WITH THE ENTIRE PACKAGE. ANY WORK WHICH IS NOT COORDINAEED WITH THE ENTJRE PACKAGE WiLL BE DONE SO AT THAT CONTRACTOR'S SOLE EXPENSE. ALL ADJACENT SURFACES ARE TO BE PROTECTED DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION ANY DAM~GR CAUSED BY THE CONTRACTOR IS TO BE REPAIRED AT HI5 SOLE E~PmSE. ALL WORK TO BE PERFORMED 15 TO BE COORDINATED WITH THE SCHOOL DISTRICT IN ADVANCE SO AS IS NOT TO INTERFERE WITH THE NORMAL OPERATIONS OF THE SCHOOL OR CREATE UNSAFE ~ONDffiON FOR IT'S OCCUPANTS, ALL DEBRiS IS TO BE LEGALLY DISPOSED OF OFF SITE. THE SITE IS TO BE BROOM CLEAN AT THE END OF EACN DAYS WORK. THE BUILDING AND THE SITE ARE TO REMAIN ADEQUATELY SECURE DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. ALL UNIVENTS, DOORWAYS AND OPENINGS TO OTHER SPACES, ETC ARE TO BE PROTECTED FROM DUST AND DEBRIS DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS OWN ON SITE STORAGE TRAILER'S AS REQUIREO, NO STORAGE AREA WILL BE PROVIDED BY THE OWNER. VERIFY WITH OWNER ANY EXISTING ROOF WARRANTIES PRIOR TO PROCEEDING WITH ANY DEMOLITION OF CONSTRUCTION. ALL MODIFICATIONS TO THE EXISTING ROOFING AND FLASHING AR~ EO BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. pROVIDE ALL NECESSARY DUMPETERS AS REQUIRED TO ACCOMMODATE ALL DEBRIS. DUMPSTER TO BE E~PTIED ON A REGULAR BASIS AND NOT TO BE PERMIT[ED TO REMAIN ON SITE. NO DEBRIS WILL BE ~'ERMITTED TO BE STOCKPILED ON SITE AT ANY TIME. G~NERAL CONTRACTOR AT PROJECT COMPLETION SHALL BE REQUIRED EO REPAIR, RAKE AND RESEED ANY AND ALL DISTURBED LAWN AREAS UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR TO COORDINATE ALL TEMPORARY FENCING, MATERIAL STOCKPILING AND SITE ACCESS WITH OWNER PRIOR TO STARTING ANY WORK. GENERAL SAFETY NOTES & REQUIREMENTS ALL CONTRACTORS 1, Hre dnlls shall be pedormed by the Owner to familiarize sludents and staff with temporary exits and revised emergency procedures whenever such temporary ex]ts and revised emergency procedures are required. 2. All construction matenaH shalJ be stored ~n a sate and secured manner. 3. Fences around construction supphes or debns shall be maintained by the General Contractor at all times. 4. ga)es shall always be Jocked unless a worker is ~n aflendance to prevent unauthonzed entry. 5. During ex)er'or renovation work, overhead proJechon shalJ be provided for any sidewalks ar areas immediately beneath the work sfie or such areas shall be fenced off and provided wlJh warning signs to prevent entry. 6. Workers shall be required 1o wear photoJdenfification badges at all Bmes for IdentificaBon and secunty purposes while work~ng at occupied sites. 7. The General Contractor shall maintain separation of construction areas from occupied spaces. Construction areas which are under the conBG of a contractor and therefore not occupied by distdct staff or students shall be separated from occupied areas. Provisions shaJl be made to prevent the passage of dust and contaminants mia occupied pads of the building. Periodic Inspection and ropers of the containment ba~ers must be made to prevent exposure to dust or contaminants. Gypsum board must be used in ex't ways or other areas that require Ere rated separaBon. Heavy duty p@sflc sheeting may be used only for a vapor, fine dust or air ~nfifiration ba~er, and shaJl not be used lo separate occupied spaces from construction areas. 8. A specific stairwell and/er elevator should be assigned for construction worker use duang work hours. In general, workers may not use comdors, stairs or elevator~ designated for students or sc hooJ staff. 9. Large amounts of debtis must be removed by using enclosed chutes or a s~mdar sealed system. There shall be no movement of debds through halls of occupied spaces of the bull@nD. No mateti@ shall be dropped or thrown outside the walls of the building. } 0. All occupied pads of the budding affected by renovation activity shall be cleaned al the close of each INTERIOR AIR FILM 0.17 workday. School buildings occupied during a construcRon project shall maintain required health, safety and TOTAL 41.4R educational capabilities af all times that classes are in session. ABOVE GRADE WALL ASSEMBLIES R-05 R-8.12 11. A plan detailing how exiting required by the applicable building code will be m@ntained during ?.UTSIDE AIR FILM 0.17 construcBon, The plan, which will be completed by the General Contractor, shall ~nd~cate temporary 4 FACE BRICK O.~i construcBon required to isolate construction eqmpmenh mafenals, people, dusl, fumes, odors, and noise 1" AIR SPACE 1 .OD dumg the construction penod. Temporary construcBon details shall meet code-required fire ratings for 12. The plan shall detail how adequate venBlaBan will be maintained dudng construction. The plan shall ~ndicate duo,york which must be rerouted, disconnected, or capped in order to prevent contaminants from the construcBon area from entenng fha occupied areas of the buJding. The plan shaJJ also in@cate how 13, Areas of buildings under construction that are to remain occupied shall maintain a ced~Bcafe of MASONRY WALLS ,, TABLE 1604.8.2 occupanay, ALL MASONRY WALLS ARE TO HAVE VERTICAL REINFORCING 4B O C. MAXIMUM U.N.O. le. AP WINDOW AND DOOR OPENINGS AND BELOW STEEL BEAMS 14 No smeking is allowed on public school properS, ~ndu@ng construclion areas. 15. Proper operallon of fire eG~ngumhers, fire alarm, and smoke/fire detecRon systems shall be maintained throughout the project. WIND EXPOSURE CATEGORY scheduled for times when the building er affected building spaces are not occupied or acoustical EXPOSURE B TABLE 1609.3 abalement measures shall be taken. MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND GLAZED OPENINGS welding, gasoline engine, roofing, paving, painting and other fumes will be exhausted. Care must be taken the pro)acE MSDS must be provided to anyone who requests them. MSDS indicate chemicals used ~n the MAXIMUM CAPACITY IS FOR THIS SPAC G.C. SHALL PROVIDE (1) CLASS 'A' MAXIMUM OCCUPANCY SIGN. LOCATE IN CLEAR VIEW OF ALL OCCUPANTS W/IN EXISTING RETAIL STORE 2. G.C. SHALL VERIFY QUANTITY WITH SUFFOLK COUNTY FIRE MARSHALL MAXIMUM OCCUPANCY SIGN FULL SIZE O < u") O O ~- ~_ z co Z LU Z LLJ n/ O < I IGA G-101 B-1 (EL. 99.75') GROUND SURFACE 5 (OL?)(FILL?) .ITFLE GRAVEL, 3R. SILT · (BP) · · · (HAND AUGERED} ~ ~ / -.- 2 ~8 (8P}(7-65) · · 15 (sP)(8-65) · · (sP)(8-65) ·· · 1 5 (SP)(8-6§) · e · I 6 ~ ~ (SP)(~5) · · 7~ oeec 40 ·e" 8~ 45 9~ cee 10 e~ · · · 50 ~ (SP)(~85) · · · END OF BORING 50' - 0" ~ NOJSBI C~SSIFICATION G.W.T. 2~"-1" B-2 (EL. 98.95') GROUND SURFACE DK. BRNJ DK. GRAY BRN. ~,~ tlL3Y FINE SAND, TR. GRAVEL ~_ (SM)(FILL~ ~- 2 ~ FINE ROOTS 5 3 110~ ~__(ML-OL?)(I~ le · · (SP)(7-65) · 10 ~ee (sPX~S) · 5~ ,e· 2~ · 6 ~ o~ · (sP~5) '· · 7 ~ 25 ~ ' eo I BORING LOCATION PLAN SCALE: N.T.S. NOTES: 1. - SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. 2. - SOIL DESCRIPTIONS ARE IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. 3. - GROUND WATER WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. 4. - SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN ~WO FEET VERTICALLY. 5. - ELEVATIONS WERE REFERENCED TO B.M. - AT FINISHED FLOOR OF EXISTING BUILDING. ASSUMED ELEVATION AT 100.0'. 6. - SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT (CME) AUTOMATIC TRIP HAMMER. B-3 EL;. 96.05') GROUND SURFACE (FILLX11-65) 5 3 ~3 (OL)(11-65) j · · · BRN. SILTY FINE SAND · LT. RH ORANGE SAND, · ~ (SP)(~) ' ' · 15 5 ~ ~6 ~ · Oil · 25 ~ (SP)(~) · ·, END OF BORING 25' - 0" IN,ssi C SSIFICATION C.W.T. 23'-7' ':' EXISTING BUILDING (BM AT FINISHED FLOOR - ASSUMED EL. 100.~) DOCK B-1 PARKING PARKING PARKING PARKING UNIFIED SOIL CLASSIFICATION BOil GROUPS TYPICAL NAMES AND SOIL SYMBOLS GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, LFrLE OR NO FINES POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. LITTLE OR NO FINES GM SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURE GC CLAYEY GRAVELS, GRAVEL. SAND - CLAY MIXTURE SW WELL GRADED SANDS, GRAVELLY SANDS, LII I LE OR NO FINES SP POORLy GRADED SANDS OR GRAVELLY SANDS, LrrrLE OR NO FINES SM SILTY SANDS, SAND - SILT MIXTURES SC CLAYEY SANDS, SAND - CLAY MIX-lURES ME I N O RC-C-C-C-C-C-C-C-C-C~ lC SILTS, VERY FINE SANDS, CLAYEY SILTS, SLIGHT PLASTICITY CE INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS SANDY CLAYS~ SILTY CLAYS gL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY 1~4 I-,I INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR '"" SILTY SOILS, ELASTIC SILTS CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG. CODE C26-1103 CLASS OF D ALLOWABLE MATERIALS ESCRIPTION BEARING TONS/SQ. FT I - 65 2 - 65 3 - 65 4 - 65 5-65 6 -65 8-65 9-65 10-65 HARD SOUND ROCK MEDIUM HARD ROCK ' INTERMEDIATE ROCK SOFT ROCK, HARDPAN GRAVEL AND GRAVEL SOILS (SOIL GROUPS GVV,GP,GM,&GC AND . CROUPS SW,SP & SM CONTAINING MORE THAN 1(]% GRAVEL) SANDS (OTHER THAN FINE SANDS)(SOIL GROUPS SW, SP & SM 0 BUT CONTAINING NO MORE THAN t0 ~ GRAVEL) FINE SAND CLAYS AND CLAY SOILS (SOIL GROUPS SC, CL & CH) HARD ~ MEDIUM ~ SOFT ~ SILTS AND SILT SOILS (SOIL GROUPS ML & MH) DENSE MEDIUM LOOSE NOMINALLy UNSATISFACTORY BEARING MATERIALS 60 4O 20 8-812 3-6 2-4 (5 MAX) . (2 MAX) . BY TEST BY TEST BY TEST COMPACTION RELATED TO.SPOON BLOWS PER FOOT MEDIUM 16TO 39 [I MEDIUM ] 11 TO29 DENSE 40 OR MORE II 30 oR N" STANDARD PENET~TiON TEST SPOON BLOW ~U~ IS GENE~LLY SHO~ IN 6" INCREMEN~ FOR 2' DRIVE PER FO~ TO O~AIN BLOWS PER FO~ (N) USE ~E 2ND & 3~ 6' INCREM~ ROT~Y C~ING ~ H~W ~ING S~PLE SPOON SOIL MECHANICS DRILLING CORP. subsoil investigations SIZES, INCHES 2.5 2.0 . OU.DS -- HAMMER FALL, INCHES ~ '~' CB- CASING BLOWSPER 1 FOOT DRIVE UD' UNDISTURBED SOIL SAMPLE SB - SPOON BLOWS PER6 INCH DRIVE NO - SAMPLE NUMBER I P - PUSHED BY WEIGHT OF HAMMER FEET - DEPTH FROM GND. SUR, NOTED A7 EACH 5' JOHN A. GRILLO ARCHITECT, P.C. 1213 MAIN STREET, PORT JEFFERSON, NEW YORK 11777 I I 3770 MERRICK ROAD ' SEAFORD, NEW YORK 11783 * 518 - 221-2333 ICA SUPERMARKET -ft~5450~ ROUTE 25 -SUBSURFACE INVESTIGATION- 09R463-3 8OUTHOLD, NEWYORK .< IGA B-101 TEMPORARY EXIT TEMPORARY EXIT TO SIT ON EXISTING ASPHALT AND BE ADEQUATELY SECURED TO THE GROUND WITH STAKES CONTRACTOR TO PROVIDE TEMPORARY ASPHALT WALK~/AY IF NONE EXISTS. METALSIDING /B"20ga STEEL CONTRACTOR SHALL CONSTRUCT TEMPORARY ENCLOSURE FOR EXIT OF ALL OCCUPANTS OF BUILDING, EXIT MUST REMAIN FREE AND CLEAR DURING ALL PHASES OF CONSTRUCT[ON. ENCLOSURE MUST HAVE TEMPORARY LIGHTING AND EXIT DOOR. DOOR MUST HAVE THE FOLLOWING: FRAME, PANIC HARDWARE AND CLOSER. DOOR MUST BE LOCKABLE DURING OFF HOURS. CONTRACTOR TO SUPPLY EXIT SIGNS AND TEMPORARY FIRE DETECTION SYSTEM AND FIRE EXTINGUISHER. TEMPORARY EXIST SHALL BE CONSTRUCTED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK AND MUST REMAIN IN PLACE AT ALL TIMES DURING CONSTRUCTION. C.C. SHALL BE RESPONSIBLE TO CONSTRUCT/ REMOVE/RELOCATE TEMPORARY ENCLOSURE AS REQUIRED TO PROPERLY COMPLETE ALL PHASES OF CONSTRUCT[ON. ~j~ 24" SQ. ~ -- DECORATIVE BOLLARD MOUNTING PLATE ANCHORED TO PIER VIA 3/8" DIA EXPANSION ANCHORS 1/2" EXPANSION JOINT TO BE INSTALLED AROUND ENTIRE PERIMETER. 1/2" EXPANSION JOINT TO BE INSTALLED AROUND ENTIRE PERIMETER, REFER TO DETAILS BOTH DIRECTIONS (TYP FOR FOOTING AND PIER} 3,000 PSI CONCRETE NEW FOUNDATION IS CONTROL JOINT EXPANSION JOINT 1/2" X 3/4" TOOLED JOINT BROOM FINISHED SURFACE 1/2" EXPANSION JOINT WITH PRE-MOLDED FILLER RECESSED I/2" FROM SURFACE. R" REIN. CONC. WALKWAY WITH Ex610.10 WWM BROOM FINISH PATCH AND REPAIR ALL DAMAGED LAWN AREAS. CRUSHED STONE BLEND, TEMPORARY EXIT SECTION - 1 HOUR RATING DECORATIVE BOLLARD TYPICAL ARROW WHEEL STOP DETAIL SIDEWALK DETAILS PASSTYPICAL SCALE: 1/2": 1'~)" SCALE: I/4" = IL0'' J'l'l pimp INII=W qZAII SCALE: 1"= IL0'' SCALE: I": iLO'' LEADING FORM ALL EXIT WAYS WJlN NEW CONSTRUCTION AND EXISTING BUILD~N G WHICH THROUGH CONSTRUCTION SITE AND AS NOTED ON THE DRAWINGS. EGRESS ENCLOSURES SHALL RE MAINTAINED AND RELOCATED AS REQUIRED TO COMPLETE ALL PHASES OF CONSTRUCTION W/O JEOPARDIDNG SAFETY OF BUILDING OCCUPANTS - POST CAP TOTAL MINIMUM NUMBER OF 'P^CES JH LO1 ACCESSIBLE ,SFACES 1 TO 25 1 26 TO 50 2 51 TO 75 3 76 TO 100 4 101 TO 150 5 151 TO 200 6 201 TO 300 7 301 TO 400 8 401 TO $00 9 501 TO 1000 2 % OF TOTAL ACCESSIBLE BUILDING ENTRANCE. I 5j8" OD TOP RAIL 2. ACCESSIBLE PARKING SPACES SHALL BE A MINIMUM OF 8LO''WIDE 9 ga. 2" DIAMOND MESH AND HAVE AN ADJACENT ACCESS AISLE 8'~3'' WIDE. 2 J/R" OD CORNER POST 3. TWO HANDICAPPED PARKING SPACES MAY SHARE A COMMON 2" OD LINE POST o ACCESS AISLE IN CASES OF 90 PARKING. 4, BACH ACCESSIBLE PARKING SPACE SHALL BE MARKED BY A PERMANENTLY INSTALLED ABOVE GROUND SIGN WHICH CLEARLY DISPLAYS THE INTERNATJONAL SYMBOL OF ACCESS. ALL FENCE FABRIC, STRUCTURAL 5. EACH COMMON ACCESS AISLE SHALL BE MARKED BY A POSTS, SUPPORT RAILS, ACCESSORIES PERMANENTLY INSTALLED ABOVE GROUND SIGN INDICATING THAT ETC. SHALL BE ~A~VANIZED NO PARKING IS PERMITTED IN THE AISLE SPACE. 1 5/8" OD BOTT(DH RAIL 6 THE BOT[OM OF SIGNS LOCATED IN WALKWAY AREAS SHALL RE A "HANDICAPPED PARKING ONLY" SIGN PES ON 45 ANGLE, 24 8'-0" 8'-0" PARKING ONLY ANY TIME CONC. FTG. SIGN DETAIL SIGN DETAIL b TEMPORARY FENCE DETAIL SCALE: N.T.S. CRACK REPAIR DETAIL EXISTING CRACKS SAW CUT ASPHALT B' AWAY FROM EXISTING CRACKS PATCH ASPHALT APPLY NOVA CAULK AT ALL SEAMS REQUIRED AT ALL AREAS WHICH ARE TO RECEIVE NEW SEAL COAT AND I 1/2" ASPHALT TOP COAT. SCALE. 1/2"= 1'-0" NEW I ]/2"TYPE 6F ASPHALT TOP COAT. NEW TACK COAT 2" BINDER COURSE 6" MIN. CRUSHED STONE COMPACTED FILL TYPICAL HANDICAPPED PARKING STALL DETAIL SCALE: 1/4": IL0'` FULL DEPTH ASPHALT DETAIL REQUIRED AT CALL AREAS DAMAGED BY CONTRACTOJ~, ALL REPAIR IS TO RECEIVE NEW SEAL COAT A~ D 1-1/2" ASPHALT TOP COAT. SCALE: B": 1'-0" PLAN ASPHALT REPAIR DETAIL INLET PIPE STORM WATER LEACHING POOL HEAVY DUTY CAST IRON MANHOLE FRAME & COVER [CAMPBELL FOUNDRY OR APPROVED EQUAL) -- NEW TOP SOIL AND HYDRO SEED 24" TRAFFIC BEARING EXTENSION COLLAR ON OVERFLOW ONLY NEW 10 ~)' dia. x 3'-8 SOLID WALL H20 TRAFFIC BEARING PRECAST DOME TOP AND WITH MANHOLE COVER. OVERALL HEIGHT OF NEW DOME TOP IS TO BE 1L9" HIGH, CONTRACTOR IS REQUIRED TO SEAT DOME ON TOP LEACHING POOL AS PER MANUFACTURES SPECIFICATIONS. SOLID RING FILTER FABRIC STORM DRAIN RiNG MINIMUM 2'-0' GRAVEL BACK FILL AROUND DEPTH OF NEW LEACHING POOL IS TO BE A MINIMUM OF 24' ABOVE THE EXISTING WATER TABLE. GROUNDWATER ALL OTHER DRYWELLS ARE TO HAVE SOLID COVERS NO MORE THAN 24 BELOW GRADE DRAINAGE RING NOTES 1. INSTALLATION OF DRYWELL IS TO BE IN ACCORDANCE WITH HEALTH DEPARTMENT STANDARDS. 2. BOTTOM OF DRYWELL IS TO BE A MINIMUM OF 2'q)' ABOVE THE GROUND WATER LEVEL. 3. G,C. IS TO WRAP THE ENTIRE DRYWELL IN FILTER EABR[C "POLY FILTER X~' AS MFG, BY CARTHAGE MILLS - CINN, OHIO OR APPROVED EQUAL. 4. PROVIDE A MINIMUM OF 2' 0" COVERAGE OF CLEAN SAND AND GRAVEL BACKFILL AROUND ENTIRE DRYWELL PERIMETER, 5, C.C. SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL DRYWELLS AND ASSOCIATED PIPING. B. ALL UNDERGROUND STORM WATER PIPING IS TO BE PITCHED A MIN. OF 1/4" PER FOOT TOWARDS LEACHING FIELD UNLESS OTHERWISE NOTED. 7. U/G PIPING SHALL RE SDR 35 PIPING 8. LEACHING POOL RINGS SHALL BE 10'-0" dia, PRECAST CONCRETE, P. INLET PIPES TO LEACHING POOLS FROM BUILDING STORM WATER LEADERS SHALE ENTER THE POOL AT THE TOP OF THE TOP RING. 10. ALL BACKFILL AROUND AND OVER LEACHING POOLS/PIPING TO BE MECHANICALLY COMPACTED TO MINIMIZE SEFrLEMENT. BY CARLSON PRECAST INC. OR E(~UAL TYPICAL AT ALL LOCATIONS UNLESS OTHERWISE NOTED SCALE: 1/4"= 1'-0" -- EXISTING POT HOLE (VARIES IN SIZE) SAW CUT ASPHALT SQUARE 6" BEYOND POT HOLE IN ALL DIRECTIONS. REMOVE EXISTING LOOSE AND UNSUITABLE MATERIAL AND BROKEN ASPHALT DEBRIS. SECTIION SAW CUT ASPHALT AS NEEDED TO INSTALL NEW CONCRETE STEP. NEW SEAL COAT OR ASPHALT TOP COAT. CONTINUOUS 1 1/2" TOP COAT. CONTINUOUS SEAL AT TRANSITION FROM NEW TO EXISTING ASPHALT PAVEMENT. NEW TACK COAT NEW 2 BINDER COURSE B CRUSHED STONE BLEND COMPACTED FILL ASPHALT NOTES 1. REMOVE ALL EXISTING CONCRETE AND ASPHALT SECTIONS AT EACH WORK LOCATION AS SHOWN AND LEGALLY DISPOSE OF OFF SITE. 2. SUPPLY AND INSTALL NEW ASPHALT TOP COAT, FULL DEPTH ASPHALT AND CONCRETE SIDEWALKS AND CURBING AS SPECIFIED BASED ON AREAS SHOWN ON THE SITE PLAN. 3 PRIOR TO INSTALLING NEW ASPHAG, OR SEAL COATING CONTRACTOR SHALL MECHANICALLY CLEAN ALL SURFACES REMOVE ALL DEBRIS, BLOW OUT ALL CRACKS AND CAULK ALL SEAMS AND CRACKS WITH NOVA CAULK, 4. CONTRACTOR TO RAISE AND RESET ALL EXISTING SEWER CLEANOUTS, DRAINAGE GRATES AND COVERS AND ALL OTHER RECESSED ITEMS WITHIN THE AREAS OF NEW TOP AND FULL DEPTH PAVEMENT OR ASPHALT TOP COAT. ALIGN WITH NEW ASPHALT HEIGHT OR AS REQUIRED TO PERMIT PROPER DRAINAGE. 5. CONTRACTOR TO SEAL ALL SEAMS WHERE NEW AND EXISTING ASPHALT MEET5 6. ALL DIMENSIONS AND SQUARE FOOTAGE'S SHOWN ARE APPROXIMATE. PRIOR TO BIDDING CONTRACTOR SHALL VERIFY ALL QUANTITIES. DISCREPANCIES SHALL BE BROUGHT TO THE AIZENTION OF THE ARCHITECT PRIOR TO BIDDING SCALE: 1 ": 1 '-Orr POURABLE SEALER AT TRANSITION. REMOVE 24" BACK OF EXISTING ASPHALT FULL DEPTH, FEATHER IN NEW ASPHALT TO MEET NEW CONCRETE AND PROVIDE A SMOOTH TRANSITION. NEW 1 1/2' TYPE 6F ASPHALT TOP COAT EXISTING ASPHALT PAVEMENT ASPHALT TRANSITION DETAIL TYPICAL AT ALL LOCATIONS WHERE NEW ASPHALT MEETS EXISTING SCALE: ~ 1/2"= 1'-0" GENERAtL SITE NOTES REMC~VE ALL EX[STING CONCRETE AND ASPHALT SECTIONS AT EACH WORK LOCATION AS SHOWN AND LEGALLY DISPCI~SE OF OFF SITE. 2. SUPPLY AND INSTALL NEW ASPHALT TOP COAT, F~JLL DEPTH ASPHALT AND CONCRETE SIDEWALKS AND CURBING AS SPECIIFIED BASED ON AREAS SHOWN ON THE SITE PLAN. 3. PRIOR~ TO iNSTALLING NEW ASPHALT, OR SEAL COATING CONTRACTOR SHALL MECHANICALLY CLEAN ALL SURFACES REMOVE ALL DEBRIS, BLOW OUT ALL CRACKS AND CAULK ALL SEAMS AND CRACKS WIIH NOVA CAULK. 4. CONT[RACTOR SHALL PROTECT ALL ADJACENT CONCRETE, TREES, WALKS, FENCE5 AND BUILDING WALLS FROM ANY DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ALL DAMAGED AREAS WITH NEW AT THEIR SOLE COST,. 5. NEW (GRASS INFILL SHALL CONSIST OF A min. GE 6" SCREENED TOP SOIL GRADED TO MEE[ ADJACENT GRADES, RAKE SMOOTH AND HYDROSEED. ALL DAMAGED AREAS SHALL BE REPLACED WITH NEW AT THE CONTRACTORS COST' B. CON1TRACTOR TO RAISE AND RESET ALL EXISTING SEWER CLEANOUTS, DRAINAGE GRATES AND COVERS AND ALL OTHBR RECESSED ITEMS WITHIN THE AREAS OF NEW TOP AND FULL DEPTH PAVEMENT OR ASPHALT TOP COAT, ALIG~R WITH NEW ASPHALT HEIGHT OR AS REQUIRED TO PERMIT PROPER DRAINAGE. 7. CONTRACTOR SHALL RESTRIPE ALL PARKING AREAS AS PER APPROVED SHOP DRAWING SUBMIIZED AT THE BEGIMNING OF PROJECT, BY THE CONTRACTOR. NEW STRIPING SHALL MATCH EXISTING STRIPING, UNLESS OTHEIRWISE NOTED ON APPROVED SHOP DRAWINGS, CON1TRAOTOR TO SEAL ALL SEAMS WHERE NEW AND EXISTING ASPHALT MEETS 9. ALL DIIMENSIONS AND SQUARE FOOTAGE'S SHOWN ARE APPROXIMATE. PRIOR TO BIDDING CONTRACTOR SHALL VERIFY ALL QUANTITIES. DISCREPANCIES SHALL BE BROUGHT TO THE AIZENTION OF TH E ARCHITECT PRIOR TO 10. IF g/O OESTRUCTIONS NOT SHOWN HEREON ARE ENCOUNTERED, CONTRACTOR SHALL NOTIFY PROJECT ARCHRTECT FOR EVALUATION AND RESOLUTION 11. VIBRATORY TYPE ROLLERS FOR COMPACTION OF PAVEMENT AND BASE MAY NOT BE USED ABOVE OR WITHIN 20 HORIZONTAL FEET OF EXISTING SEPTIC LEACHING POOLS OR TANKS. 12. ALL P VC PIPING TO BE BEDDED AND BACKFILLED USING CLASS 2 CONDITIONS AS SPECIFIED IN ASTM D~2321. COMtPACTiON TO BE MINIMUM 90% STANDARD PROCTOR DENSITY. 13. ALL P VC PIPING TO MINIMUM SDR BB MANUFACTURED IN ACCORDANCE WffH ASTM D-3034 AND ASTM F-679 (APPLICABLE STANDARD BASED ON PiPE DIAMETER}. 14. ALL HIPING MUST BE PROPERLY THRUST RESTRAINED USING EITHER COMPACTED FILL WITHIN TRENCH, CONCRETE THRU!ST BLOCKS, AND/OR MECHANICAL RESTRAINT. 15. ALL E,XIETING OPEN GRATE DRYWELLS WHICH ARE WITHIN THE CONTRACT LIMIT LINES SHALL BE ORANGE PEELED AND ICLEANED AS PART OF THIS WORK. (.) LLI IOA C-301 EXISTING LOADING DOCK SLAB ELEVATION [o'-o"] PIER REMOVE EXISTIbIG CONCRETE FOUNDATION WALL AS RBQUIRED TO ALLOW FOR NEW PIER INSTALLATION, PROVIDE TEMPORARY SHORING FOOTING J FOUNDATION No. 1AJ O O FOUNDATION PIER la MODIFY EX]STING CONCRETE FOUNDATION AS REQUIRED TO INSTALL NEW 1 '-6" X 1 '-6" CONCRETE PIER WITH 4'-6" x 4'-6' FOOTING REFER TO NOTE THIS SHEET FOR ALL ADDITIONAL INFORMATION, EXISTING SLAB ON GRADE ELEVATION [0'-0"1 NOTE: BOTTOMS OF EXISTING FOOTINGS AT ALL SLAB ON GRADE AREAS ARE ASSUMED TO BE @ [-5'-0"] BELOW GRADE ELEVATION [V.I F ). BO~IOMS OF ALL NEW FOOTINGS AND PIERS ARE TO MATCH ACTUAL BOSOM ELEVATIONS OF ADJACENT EXISTING FOOTINGS. TYPICAL SLAB REPAIR INSTALL NEW 5" REIN. CONCRETE SLAB WITH Bx6 W2.0 x W2@ WWF OVER 6 MIL ELEVATION [0'-0'1 EXrETiNG FOUNDATION WALLS ARE TO REMAIN, TAKE CARE NOT TO UNDERMINE NOT UNDERMINE EXISTING FOOTINGS TYPICAL. NEW FOOTINGS 1 B-4B INSTALLATION: EXISTING FOOTING WITHOUT PROPER SHORING NOTE: CONTRACTOR JS REQUIRED TO SAW CUT BACK / MODIFY EXISTING SLAB AS REQUIRED TO ALLOW FOR FOR NEW FOOTING AND PIER INSTALLATION. TYPICAL THROUGHOUT, G C. IS TO TAKE CARE DURING ALL EXCAVATrON WORK NOT TO UNDERMINE EXISTING CONCRETE SLAB. PROVIDE ALL REQUIRED SHORING, FURNISH AND INSTALL NEW 5" SLAB IN ALL REMOVED / DAMAGED AREAS UPON FOUNDATION COMPLETION. FOUNDATION NO. 1Bi I2 PREMOLDED EXPANSION JOINT AT ENTIRE PERIMETER PRIOR TO THE INSTALLATION OF NEW FOOTINGS G,C. IS TO ENSURE A FOUNDATION No. 2A] O FOUNDATION PIER 2A MODIFY / REMOVE EXISTING CONCRETE FOUNDATrON AB REQUIRED TO INSTALL NEW 1 '-6" X 2'-0" GONCRETE PIER WITH 4'-6" X 4'-6" FOOTING. REFER TO NOTE THIS SHEET FOR ALL ADDITIONAL INFORMATION. HAUNCH INSTALLATION C.C. IS REQUIRED TO SAW CUT EXISTING SLAB TO ALLOW FOR NEW 12" DEEP × 2'-6" WiDE CONCRETE HAUNCH INSTALLATION. DISPOSE OF ALL WASTE OFF SITE PROVIDE NEW ~' PREMOLDED EXPANSION JOINT ALONG BNTIRE LENGTH OF NEW WALL. FOOTINI EXISTING FOUNDATION WALL MODIFICATION UPON REMOVAL OF WALE ABOVE C.C. JS REQUIRED TO MODIFY TOP OF EXISTING FOUNDATION WALL TO ALLOW FOR NEW SUB-FLOOR iNSTALLATION, NEW SUB-FLOOR IS TO BE (2) LAYERS OF ~t, PLYWOOD AND SHALL ALIGN WITH EXISTING. IV,LF.} PROVIDE ALL SAW CUTS AND OR PATCH AS NEEDED, CONTRACTOR SHALL UNSURE A UNIFORM AND LEVEL SURFACE EXISTING EXHAUST AIR SHAFT IS TO -- REMAIN. CONTRACTOR IS REQUIRED TO REMOVE ALL ABANDONED MECHANICAL AND ELECTRICAL EQUIPMENT. TERMINATE ALL ELECTRICAL WORK AND CAP ALL LINES. TYPICAL THROUGHOUT. J FOUNDATION NO. 2B I FOUNDATION No. 3AJ 39U32J2' 37 -3] 2"x10" HEADER _ 2~'-4" O EXISTING STAIR INFILL FURNISH AND INSTALL NEW 2"xl 0" WOOD FRAMING @ ] 6" C.C. AND FASTEN TO EXISTING CONCRETE FOUNDATION WALL. PROVIDE NEW J" PLYWOOD SUB-FLOOR AND ALIGN ALL SURFACES WITH EXISTING NOTE THIS SHEET, NEW STAIR INSTALLATION N©TE. ALL EXISTING STEEL IS TO REMAIN. PROTECT FROM ALL DAMAGE. ALL DAMAGE IS TO BE REPAIRED AT THE SOLE EXPENSE TO THE CONTRACTOR. ISTING STAIR REMOVAL C.C. IS REQUIRED TO REMOVE EXISTING WOOD FRAMED STAIR AND DISPOSE OF ALL WASTE OFF SlEE FURNISH AND INSTALL NEW 2'X} 0" WOOD FRAMING @ 16" O,C. AND FASTEN TO EXISTING HEADERS. PROVIDE NEW ~' PLYWOOD SUB-FLOOR AND ALIGN ALL SURFACES WITH EXISTING, TYPICAL THROUGHOUT ALL OTH ER LOCATIONS. NOTE: ALL NEW FOOTINGS ARE TO BE CENTERED UNDER ALL STEEL CENTERLINES. TYPICAL THROUGHOUT ALL LOCATIONS. F q 16 -7~ J FOUNDATION No. 3B J ' FOOTING FOUNDATION No. 4AJ @ FOUNDATION PIER 4A FOUNDATION AS REQUIRED TO iNSTALL NEW ] L6" x 2'-0" CONCRETE PIER WITH 4'-6" X 4'-6" FOOTING. REFER TO NOTE THIS SHEET FOR ALL ADDITIONAL INFORMATION. FOUNDATION No. BAJ FOUNDATION PIER SA MODIFY EXISTING CONCRETE FOUNDATION AS REQUIRED TO INSTALL NEW ] '-6" X 2'-0" CONCRETE PiER WITH 4'-6" X 4'-6" FOOTING. REFER TO NOTE THIS ,SHEET FOR ALL ADDITIONAL INFORMATION. i ill 2 -2E EXISTING STORAGE ROOM SLAB ELEVATION [-8'-7"1 NOTE: BOTTOMS OF EXISTING FOOTINGS WITHIN BTORAGE ROOM BASEMENT AREAS ARE ASSUMED TO BE @ El0'-0'] BELOW ELEVATION [0'-0"]. BOTTOMS OF ALL NEW FOOTINGS AND PIERS ARE TO MATCH ACTUAL BO1TOM ELEVATIONS OF ADJACENT EXISTING FOOTINGS. STORAGE ROOM SLAB ELEVATION [-8'-7"] CONTRACTOR iS REQJJIR~I~ D EXiSTiNG DOOR AND D SRC~E OFF OFF SITE.' PATCH OPENING AB REQ,UIRED. TYPICAL THROUGHQL~(,ALLLOCAT ONS ,' INSTALL 3 W4xl 3 NEEDLE BEAMS ~ GROUT INTO MASONRY, BELOW. REMOVE (2j WBx25 STEEL BEAMS. FOR ALL OTH TO DETAIL BELOW. TYPICAL L SAW CUT & REMOVE PORTION OF EXISTING I~ABONRY WALL TO ACCOMMODATE NEW 4L0" DOOR AND FRAME. REFER TO CON. PLAN & DOOR SCHEDULE FOR E)~ACT SIZE. G.C, 5HALL PROVIDE ALL RE~D STRUCTURE & TEMPORARY SHORING, REFER TO NOTE ALCOVE. TYPICAL FH~OUGHO UT ALL OTHE ,R lOCATiONS. EMBEDMENT l FOUNDATION No, 4B] EXISTING STORAGE ROOM SLAB ELEVATION [-8'-7"] ,Ho,,~ ~c~o ~z FOUNDATION No. 5Bi PRIOR TO START O~?N¥ WORK. REFER TO TYPICAL ~TE THIS SHEET, FOUNDATION INSTALLATION G,C. IS REQUIRED TO SAW CUT EXISTING BLAB TO ALLOW FOR NEW 12" CONCRETE FOUNDATION WALL. DISPOSE GE ALL WASTE OFF SITE. PROVIDE NEW PREMOLDED EXPANSION JOINT ALONG ENTIRE LENGTH OF NEW WALL. FOUNDATION PIER EA MODIFY / REMOVE EXISTING CONCRETE FOUNDATION AS REQUIRED TO INSTALL NEW ] 0" X 2L2' CONCRETE PIER WITH 4'-6" X 4'-6" MINIMUM COMPACTION OF 95%, ALL COMPACTION RESULTS ARE TO BE VERIFIED BY A TESTING AGENCY. TYPICAL AT ALL LOCATIONS. O 8'-4" CLEAR 2L8" ~ HEADER NEW ELEVATOR PIT INSTALLATION PREP / MODIFY EXISTING SLAB AND FOUNDATION AS REQUIRED TO ALLOW FOR NEW ELEVATOR INSTALLATION. lIN DICTED BY SHADED AREA) 1. CONTRACTOR IS REQUIREDTO SAW CUT AND REMOVE EXISTING BASEMENT SLAB AND DISPOSE OF ALL WASTE OFF SITE. 2. NEW ELEVATOR PiT SHALL BE [T-B" x 9'-2"] 3. EXCAVATE EXISTING SOIL DOWN TO ELEVATION [-4'-0"] TO ALLOW FOR ELEVATOR PIT INSTALLATION. 4. EXTEND ALL FOUNDATION WALLS AND FOOTIIRGS DOWN TO ELEVATION OF [-5' 0"], PROVIDE ALL REQUIRED SHORING / UNDERPINNING AS REQUIRED. REMOVE PORTION OF EXISTING STEEL GIRDER TO ALLOW FOR NEW ELEVATOR, MODll,Y ALL FLOOR FRAMING AS REQUIRED. PROVIDE ALL TEMP. SHORING AS NEEDED, SAW CUT / REMOVE EXISTING C.M U. WALL AT THIS LOCATION TO ALLOW FOR NEW ELEVATOR INSTALLATION. NEW STAIR PLATFORM ELEVATION [-5 -3"1 NEW LANDING IS REQUIRED TO BE SECURED BACK TO EXrSTING C.M.U. WALL. FASTEN AS PER MANUFACTURBR, NEW STAIR INSTALLATION AND INSTALL NEW PRETABR[CATED METAL STAIR WITH INTEGRAL LANDING, EXISTING SLAB ON GRADE ELEVATION NEW ~. ELEVATOR' NEW MACHINE ROOM 6,I = z NEW ROOF DRAIN -- CONTRACTOR IS REQUIRED TO MODIFY EXISTING FLOOR FRAMING AS NEEDED TO ALLOW FOR PROPER INSTALLATION MODIFY EXISTrNG ELECTRICAL PANELS AS REQUIRED TO ALLOW FOR NEW PIER AND STAIR INSTALLATION. TYPICAL THROUGHOUT. Q o CONTRACTOR IS REQUIRED TO ~,~ o BOLT NEW HEADER TO 8" C,M.U, WALL @ 16" C.C. WITH EXPANSION BOLTS, ALL EXISTING -- 2"x I O" FLOOR JOISTS ARE TO BE ,,x, FASTENED TO HEADER WITH JOIST cD HANGERS AS MANUFACTURED BY x SIMPSON, q F 2ONTRACTOR 1S REQUIRED TO BOLT NEW HEADER TO 6" C.M,U. WALL @ 16" O,C, WITH ½" EXPANSION BOLTS. ALL EXISTING 2"xl 0'" FLOOR JOISTS ARE TO BE FASTENED TO HEADER WiTH JOIST HANGERS AS MANUFACTURED UY SIMPSON. I_ FOUNDATION PLAN q CONTRACTOR IS REQUIRED TO CHOP OUT / MODIFY EXISTING RISERS AS NEEDED TO ALLOW FOR NEW PREFABRICATED LANDING INSTALLATION. q TIGHT TO UNDERSIDE OF NEW STAIR 5TLNGER ABOVE. EXISTING BASEMENT SLAB ELEVATION ]"] NEW FIRE EXTINGUISHER F52409 R2 S/S RECESSED FIRE EXTINGUISHER CABINET, 10LB EXTINGUISHER AND SJGNAGE NEW ROOF DRAIN CONTRACTOR IS REQUIRED TO INSTALL NEW PITCHED ROOF DRAIN, PROVIDE ALL PiPE HANGERS AND INSTALL TO ACHIEVE PROPER FLOW AND DRAINAGE. NEW PITCH SHALL BE ~" PER FOOT. PROVIDE CLEANOUTS AT ALL CHANGES IN DIBECTION. TYPICAL NEW ROOF DRAIN EXTEND NEW CAST IRON ROOF DRAIN S-'0" PAST EXISTING FOUNDATION WALL. REFER TO SITE PLAN FOR ADDITIONAL WORK. q ,+ NOTE: EXISTING COMPRESSOR RACK: AND ALL ASSOCIATED CONDENSERS ARE TO REMAIN. PROTECT FROM ALL DAMAGE. CONTRACTOR SHALL MODIFY ALL PIPING AND WIRING AS REQUIRED TO CONNECT TO NEW EQUIPMENT. THE OWNER SHALL FURNISH NEW COMPRESSORS AND CONDENSERS AS REQUIRED FOR NEW EQUIPMENT AND THB CONTRACTOR SHALL INSTALL. CONTRACTOR IS TO COORDINATE ALL WORK WITH OWNER PRIOR TO THE BTART OF ANY WORK. EXISTING FOUNDATION WALL REMOVAL: EXISTING CONCRETE WALL IS TO BE REMOVED TO ALLOW FOR NEW CONCRETE PIER INSTALLATION PROVIDE ALL REQUIRED TEMPORARY SHORING PRIOR TO START OF ANY SAW CUTTING. SAW CUT$$HALL EXTEND FOR FULL HEIGHT OF THE EXISTING WALL AND ALL WASTE IS TO BE DISPOSED OF OFF SITE. EXCAVATE EXISTING SOIL AS REQUIRED FOR NEW CONCRETE PIER INSTALLATION (SEE PLAN FOR ALL SIZES). CONTRACTOR IS NOT PERMITTED TO UNDERMINE EXISTING FOOTING WITHOUT PROPER SHORING AND UNDERPINNING. O ALL EXISTING BLABS ARE TO REMAIN. PROTECT FROM DAMAGE UPON NEW FOOTING INSTALLATION G.C SHALL PATCH ALL DAMAGED SLABS, SEE NOTE BELOW. NEW CONCRETE PIER INSTALLATION: IN ALL AREAS INDICATED CONTRACTOR IS REQUIRED TO INSTALL NEW FULL HEIGHT CONCRETE PIERS AND FOOTINGS. REFER TO PLAN FOR ALL SIZES. CONTRACTOR IS REQUIRED TO EXCAVATE DOWN TO INDICATED FOOTING ELEVATION. CONTRACTOR IS NOT PERMITTED TO UNDERMINE EXISTING FOOTINGS WITHOUT PROPER 5HOEING AND UNDERPINNING. ALL NEW FOOTINGS ARE TO REST ON AN APPROVED SUITABLE BEARING MATERIAL THAT IS EITHER A VIRGIN SOIL OR A STRlUCTU RALLY COMPACTED FILL. PREP TO RECEIVE NEW 12" DEEP FOOTING. TYPICAL THROUGHOUT. UPON FOOTINKS COMPLETION C.C. SHALL PATCH ALL DAMAGED SLABS TO MATCH, SAW CUT EXISTING SLAB AS NEEDED TO ALLOW FOR PROPER SLAB INSTALLATION EXISTING 12Il CONCRETE FOU N~ATION WALLS ARE TO RE~AIN.' (U.O.N.) PROTECT FROM ALL DAMAGE CONTRACTOR IS REQUIRED TO PROV[DE ¢5 HOOKED ANCHORS x 12" LONG ANCHORS INTO EXISTING WALL AND FOOTING WITH "HILTr' HYI S0 CHEMICAL ANCHOR SYSTEM. (1 '-6" c.c. HORIZONTAL SPACING x I '6" o,c. VERTICAL SPAClNG ENSURE A MINIMUM OF B" EMBEDMENT.) NEW CONCRETE SHALL BE INSTALLED TIGHT TO EXISTING FOUNDATION AND SHALL EXTEND FOR FULL HEIGHT OF WALL UP TO ELEVATION [-] '-0"]. TYPICAL THROUGHOUT, MODIFY EXISTING 2'xl O' FLOOR FRAMING AROUND ALL NEW CONCRETE PIER LOCATIONS. TYPICAL IN ALL LOCATIONS. O O NOTE: BOTIOMS OF EXISTING FOOTINGS WITHIN LOWER BASEMENT AREA ARE ASSUMED TO BE @ [-I 1L6"] BELOW ELEVATION [0'-0"]. BOTTOMS OF ALL NEW FOOTINGS AND PIERS ARE TO MATCH ACTUAL BOTTOM ELEVATIONS OF ADJACENT EXISTING FOOTINGS. NOTE: EXISTING LIGHTING IS TO REMAIN WITHIN THE EXISTING BASEMENT LOCATION. PROTECT ALL FIXTURES FROM ALL DAMAGE. TYPICAL. EXISTING BASEMENT SLAB ELEVATION [-9'- 11"] EXISTING SL EXlSD NG FOUNDATION WALLS ARE TO REMAIN. TAKE CARE NOT TO UNDERMINE NOT UNDERMINE EXISTING FOOTINGS. TYP. NOTE: EXISTING STEEL BEAM IS TO REMAIN, PROVIDE ALL REQUIRED SHORING TO ALLOW FOR NEW FOOTING INSTALLATION. NOTE: EXISTING FIRE SPRINKLER SYSTEM IS TO REMAIN. CONTRACTOR IS REQUIRED TO TEST ALL LINES AND ENSURE PROPER FUNCTION. TYPICAL IN ALL SPACES, ANY MODIFICATIONS TO EXISTING SPRINKLER SYSTEM SHALL CONFORM WITH THE NEW YORK STATE BUILDING CODE. PROVIDE DETAILED SHOP DRAWINGS INDICATING ALL CHANGES. NO WORK SHALL BE ACCOMPLISHED WITH OUT THE AUTHORIZATION AND APPROVAL OF THE ARCHITECT. NOTE: FOR ALL NEW STRUCTURE NOTES AND FOUNDATION INFORMATION REFER TO %" PLANS. NOTE: CONTRACTOR IS REQUIRED TO SAW CUT BACK / MODIFY EXISTING SLAB AS REQUIRED TO ALLOW FOR FOR NEW FOOTING AND PIER INSTALLATION, TYPICAL THROUGHOUT. G.C. IS TO TAKE CARE DURING ALL EXCAVATION WORK NOTTO UNDERMINE EXISTING t' CONCRETE BLAB. PROVIDE ALL REQUIRED SHO@NG. FURNISH AND INSTALL NEW 5" SLAB IN ALL REMOVED / ,, DAMAGED AREAS UPON FOUNDATION COMPLETION. FOUNDATION NOTES: 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN (2 TON PSF,I IS ASSUMED AND IS TO BE VERIFIED IN FIELD AT EACH SITE. FOOTINGS MUST REST ON UNDISTURBED SOIL. 2. THE ELEVATIONS OF BGETOMS OF ALL FOOTINGS SHALL BE AS SHOWN IN NEW BUILDING SECTIONS. NEW FOOTINGS ARE FOOTINGS TO BE AT SAME ELEVATION AS THE BOTTOM OF EXISTING FOOTINGS. SHOULD IT BE NECESSARY TO LOWER FOOTINGS, CONTRACTOR SHALL PROVIDE ALL UNDERPINNING OF SURROUNDING EXISTING FOOTINGS. TAKE CARE NOT TO UNDERMINE EXIETJNG FOL(NDATION, O KEEP FOOTING BO]TOMS WELL DRAINED UNTIL FOOTINGS ARE IN PLACE PUMP AS REQUIRED, DO NOT BACKFILL AGAINST NEW CONCRETE WALLS/PIERS UNLESS WALLS ARE SHORED OR UNTIL CONCRETE HAS A17AIN ED SPECIFIED 28 DAY STRENGTH. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50 FEET APART AND NO LESS THAN 4 FEET FROM ANY PIER ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS, DO NQT USE HORIZONTAL CONSTRUCTION JOINTS. SLABS ON GROUND SHALL BE PLACED IN THE ALTERNATE STRIP FASHION TO MINIMIZE SHRINKAGE. DOOR IS TO BE REMOVED IN ITS ENTIRETY, DISPOSE OF ALL WASTE OFF SITE, CONTRACTOR IS REQUIRED TO -- SAW CUT EXISTING 12" CONCRETE WALL TO ALLOW FOR NEW 4L0'' WIDE DOOR INSTALLATION, PROVIDE ALL REQUIRED TEMPORARY SHORING, INSTALL NEW CONCRETE STEP AT NEW DOOR LOCATION. SIZE AND HEIGHTSHALLTO MATCH EXISTING, PROVIDE GROUTED TIE BACKS TO EXISTING CONCRETE. TYPICAL. NEW FOOTING 5B INSTALLATION: -- MODIFY EXISTING CONCRETE FOUNDATION AS REQUIRED TO INSTALL NEW 3'-0" X 2L6' CONCRETE PIER WITH 6'-0" X 6'~)" FOOTING. CONTRACTOR IS NOT PERMIIZED ITC UNDERMINE EXrSTINO FOOTING WITHOUT PROPER SHORING AND UNDERPINNING. EXISTING SLAB IS TO REMAIN PROVIDE ALL ADDITIONAL SHORING AS NEEDED. PROTECT FROM DAMAGE, REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. _L jr- O TYPICAL SLAB REPAIR iNSTALL NEW 5" REIN. CONCRETE SLAB WITH 6x6 W2.0 x W2.0 WWF OVER 6 MIL POLY VAPOR BARRIER AND 6" m~n. OF CRUSHED STONE, PROVIDE ~' EXPANSION JOINTS AROUND ALL EDGES ELEVATION J-?'-I rl (TYPICAL IN ALL AREAS THAT EXISTING SLAB WAS REMOVED AND OR DAMAGED) 6 o o E IOA A-101 Z L) III Z Z © INTERIOR RECONSTRUCTION @ THE SOUTHOLD IGA SCALE, 1/4" = 1'-0" SCOPE OF WORK 1. REMOVAL OF ALL EXISTING MOVEABLE FURNITURE SHALL BE BY THE OWNER ALL FIXED CASEWORK & SIMILAR ITEMS SHALL BE REMOVED BY THE G.C, 2. CONTRACTOR IS REQUIRED TO REMOVE ALL EXISTING FLOORING INCLUDING ALL VAT TILE DISPOSE OF ALL OFF SITE, SEE SHEET ASB-1, 3, REMOVE ALL EXISTING MASONRY AND OR STUD WALLS SNOWN AS DASHED, REMOVE ALL EXISTING GLASS AND OR PANEL PARTITIONS AS SHOWN, 4. REMOVE ALL INDICATED DOORS, FRAMES AND ALL ASSOCIATED HARDWARE, ALL WASTE IS TO BE DISPOSED OF OFF SITE. TYPICAL, G.C, SHALL REMOVE EXISTING CONCEALED SPLINE CEILING AND ALL ASSOCIATED STRUCTURE, SUCH AS "BLACK IRON" HANGERS OR METAL SUPPORTS ARE TO BE REMOVED AND DISPOSED OF OFF SITE. ALL EX(STING LIGHTING AND CEILING PANS ARE TO BE REMOVED BY A LICENSED ELECTRICAL CONTRACTOR. 6, REMOVE AND LEGALLY DISPOSE OF EXISTING NON-ASBESTOS CONTAINING PLASTER CEILINGS FROM ALL SPACES. 7. ALL WINDOWS AND ASSOCIATED TREATMENTS SUCH AS CURTArNS ARE TO BE TURNED OVER TO THE OWNER. PROTECT FROM ALL DAMAGE. 8. PLUMBING CONTRACTOR IS REQUIRED TO REMOVE EXISTING PLUMBING FIXTURES AS SHOWN IN EACH SPACE INCLUDINg ALL ACCESSORIES AND HARDWARE. EXISTING PLUMBING LINES ARE TO BE CAPPED. PROVIDE ALL SAW CUTS AS REQUIRED TO GAIN ACCESS TO PIPES. ALL FLOOR AND WALL CU171NG WILL BE DONE BY G.C. PATCH ALL SURFACES TO MATCN ADJACENT UPON COMPLETION OF PLUMBING WORK. FOR ALL NEW PLUMBING REQUIREMENTS REFER TO "P" COLOR LEGEND INDICATES LOCATION OF NEW FLOOR PATCH WHERE EXISTING WALLS ARE TO BE REMOVED. FLOOR PATCHES ARE TO MATCH SURROUNDING SURFACES. WORK LEGEND G.C. IT TO REMOVE, EXISTING CEILINGS IN THEIR ENTIRETY INCLUDING, TILFS, ($RIDS, TRIM, MOLDINGS, BLACK IRON, ANY AND ALL SU@d~ILINGS ABOVE. G.C. iS TO REMQ~/E ALL EXISTING FLOOR TILE AND OR CARPET. DISPOSE GE f~LL WASTE OFF SITE. PREP SLAB TO RFC FIVE NEW F N SHES P,~TCI~ ALL DAMAGED AND UNEVEN AREAS WITH DRYTEK SELF LEVELING CONCRETE TO ENSURE A UNIFORM AND LEVEL SURFACE. IYp CAL TNROUGHpUT ALL SPACES. ¢_OCAT/ON OF EXISTING ELECTRICAL TRANSFOR~4ER IS TO REMAIN. PROTECT FROM ALL DAMAGe. ANY DAMAGE IS TO BE REPAIRED AT TH E SOLE EXPENSE TO TH E CONTRACTOR ALL EXISTING MASONRY WALLS ARE TO REMAIN. PROTECT FROM ALL DAMAGE. REMOVE EXISTNG,E~OOR FRAME. IS TO REMAIN, SAND AND PATCH AS REQUIRED, PJ~EE TO RECEIVE NEW DOOR AND HARDWARE. / II FLOOR PATCHING: CONTRACTOR IS REQUIRED TO INSTALL DRYTEK SEL~LEVELING CONCRETE OVER EXISTING CERAMIC FLOOR TILES TO ALLOW FOR A UNIFORM LEVEL SURFACE. PREP TO RECEIVE NEW FLOOR TILE. FEATHER OUT DRYTEKAROUND EXISTING DOOR LOCATIONS TO ALIGN WITH CORRIDOR AND MUS[C LAB FINISHED FLOOR HEIGHTS SEE DETAIL TNIS SHEET. FOR ALL DIMENSIONS OF NEW WALL LOCATIONS REFER TO CONSTRUCTION PLAN. EXISTING STORAGE AREA CONTRACTOR IS REQUIRED TO REMOVE ALL CEILING MOUNTED HVAC UNITS AND DISPOSE OF OFF SITE. TYPICAL THROUGHOUT ALL AREAS. PLUMBING REMOVAL: 1. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE ALL SAW CUTS TO ALLOW P.O. ACCESS TO ALL PIPES AND FIXTURES. 2. PLUMBING CONTRACTOR SHALLOAR ALL SUPPLY AND WASTE LINES AND VALVE OFF ALL LINES AT THE NEAREST POINT. 3. GC SHALL PROVIDEALLSURFACE PATCHES UPON COMPLETION OF ALL PLUMBING WORK. G PLUMBING LOCATIONS TO ALLOW FOR NEW FIXTURE INSTALLATION. REFER TO TOILET PLAN FOR NEW HANDICAPPED ACCESSIBLE LAYOUT. II II II i 11'-9" ~' SAW CUT , EXISTING STORAGE AREA REMOVE THRU-WALL EXHAUST FAN AND PREP OPENING TO RECEIVE NEW MASONRY PATCH, REMOVE EXISTING DOOR AND FRAME. PREP OPENING TO RECEIVE NEW MASr~NRY PATCH. 20 -2~ ALL EXISTING MASONRY WALLS ARE TO REMAIN PROTECT FROM ALL DAMAGE, NEW NEEDLE BEAM INSTALLATION INSTALL 3 W4xl 3 NEEDLE BEAMS AT 2'-4" O,C, MAX. AND GROUT INTO MASONRY. SHORE NEEDLE BEAMS TO BLAB BEbOW, REMOVE MASONRY BELOW NEEDLE BEAMS (SAW CIJT AS REQUIRED) CUT POCKETS FOR BEARING PLATES AND INSTALL NEW LINTELS. FOR ALL OTHER INFORMATION REFER TO NEEDLE BEAM DETAIL AND "5" PLANS FOR ALL NEW LINTEL REC~U(REMENTS. SAW CUT & REMOVE PORTION GE EXISTING MASONRY WALL TO ACCOMMODATE NEW 3'-4" DOOR AND FRAME. REFER TO PLAN & DOOR SCHEDULE FOR EXACT SIZE. C.C. SHALL PROVIDE ALL REQD STRUCTURE & TEMPORARY SHORING. REFER TO NOTE ABOVE. EXISTING LOADING DOCK 1F I I GENERAL CONTRACTOR IS REQUIRED TO SAW -- CUT INTO EXISTING SLAB TO GIVE PLUMBING CONTRACTOR ACCESS TO ALL PIPES, CAP ALL ABANDONED PLUMBING LINES AND VALVE OFF ALL WATER LINFS @ NEAREST POINT. TYPICAL G.C, IS TO PATCH FLOOR AS REQUIRED AND PRIME TO ACCEPT NEW FLOORING. SEE FLOOR EXISTING BUTCHER STORAGE ri CONTRACTOR IS REQUIRED TO REMOVE ALL CEILING MOUNTED HVAC UNITS AND DISPOSE OF OFF SITE. TYPICAL THROUGHOUT ALL AREAS. , SAW CUT / I 22'~" EXISTING FLOOR REMOVAL r 47'-3" ? ~F7L1P' REMOVE FACE BRICK EXISTING LUNCHEONETTE CONTRACTOR IS REQUIRED TO REMOVE ALL EXISTING NON JUMBO FACE BRICK ALONG ALL ELEVATIONS. DISPOSE OF ALL WASTE OFF SITE, EXISTING BACK WALL IS TO REMAIN. PROTECT FROM ALL DAMAGE PREP EXISTING WALL AS REQUIRED TO RECEIVE NEW EXTERIOR FrNISHES. IN LOCATIONS WHERE NEW FACE BRICK IS TO BE INSTALLED THE CONTRACTOR SHALL PROVIDE ~ 345 CORRUGATED BUCK ANCHORS @ 1 &" C.C. VERTICALLY AND 24't HORIZONTALLY ALONG ENTIRE BACKUP WALL, ALL ANCHORS ARE TO BE HOT DIP GALVANIZED AS MANUFACTURED BY BOHMANN AND BARNARD. TYPICAL THROUGHOUT. EXISTING EXTERIOR DOORS, FRAMES AND SIDELIGHTS TO BE REMOVED IN THEIR ENTIRETY. SEE CONSTRUCTION PLAN FOR NEW WORK. PROVIDE TEMPORARY DOORS FOR SECURITY UNTIL NEW DOORS CAN BE INSTALLED. WORKTO BE PERFORMED DURING THE SUMMER MONTHS. ,wcUT ? EXISTING BUTCHER AREA i'l / II / II il / II / II II [I NOTE: CONTRACTOR IS REQUIRED TO REMOVE UPPER WALL INCLUDING ALL ASSOCIATED STRUCTURE AND ROOFING ABOVE ELEVATION 10'~8" {OVER LOW ROOF AREA ONLY). DISPOSE OF ALL WASTE OFF SITE. PREP LOWER WALL TO RECEIVE NEW WALL CONSTRUCTION. E XlSTING SHOrPING AREA )L NOTE: ALL EXPOSED MASONRY BACK UP WALLS ARE TO RECEIVE KARNAK 83AF SPRAY GRADE DAMP PROOFING ON FACE. REMOVE EXCESS MORTAR OFF BACK UP WALL PRIOR TO APPLYING NEW KARNAK. INOTE: CONTRACTOR IS REQUIRED TO REMOVE ALL EXISTING MASONRY UP TO STRUCTURE ABOVE. PRIOR TO REMOVAL PROVIDE ALL TEMPORARY SHORING. iNSTALL N~,N 5fEEL AS DETAILED. BEE"~"% PLANS. EXISTING o WALK-IN FRIDGE xuJ j jj EXISTING · BAKERY AREA J~J~ x ,.//..~/~ 'k \,,¢~ NOTE: PRIOR TO REMOVAL OF EXISTING MASONRY , LOAD BEARING WALLS THE C.C. SHALL PROVIDE ALL ~ ~~.~ REQUIRED T~PORARY SHORING. ANY DAMAGE TO ¢, , REMAINING STRUCTURE 15 TO BE REPAIRED AT THE SOLE -- -- -- ~ ~ = ~ EXPENSE TO THE CONTRACTOR. :UT & REMOVE PORTION OF i - ~tSTING MASONRY WALL TO ACCOMMODATE NEW ELEVATOR AND j, I EXISTING WALK-IN FRIDGE C) REMOVE EXISTING ENTIRETY INCLUDING ALL ASSOCIATED MECHANICAL EQUIPMENT DISPOSE OF ALL WASTE, UPON REMOVAL CONTRACTOR IS REQUIRED TO PATCH EXISTING FLOOR / EQUIPMENT rNSTALLAHON. C.C. SHALL PROVIDE ALL REQD STRUCTURE & TEMPORARY SHORING. / REMOVE EXISTING FLOOR FRAMING AS REQUIRED TO ALLOW FOR NEW LIFT INSTALLATION DOWN 12 RISERS ~E~TmGF b FLOOR PATCHING UPON REMOVAL OF ALL WALLS THE G.C. IS REQUIRED iNSTALL NEW SUB-FLOOR TO ALIGN WiTH ADJACENT AREAS. NEW SUB-FLOOR IS TO BE j2} LAYERS PLYWOOD AND SHALL ALIGN WITH EXISTING. IV.I.F.) PROVIDE ALL SAW OUTS AND OR PATCH AS NEEDED. CONTRACTOR SHALL UNSURE A UNIFORM AND LEVEL SURFACE THROUGHOUT ENTIRE LENGTH OF WALL. SLAB TO MATCH ADJACENT. J NOTE: CONTRACIOR IS REQUIRED TO REMOVE ALL EXISTING MASONRY UP TO STRUCTURE ABOVE. PRIOR EO REMOVAL PROVIDE ALL TEMPORARY SHORING, INSTALL NEW STEEL AS DETAILED. SEE "B" PLANS. '" EXISTING TOILETS / II ? II ,,q REMOVE EXISTING WOOD FRAMED FLOOR INFILL {INCLUDING ALL PLUMBING FIXTU RESI OVER EXISTING STAIR. EXISTING DOORS ARE TO BE JNOTE: ALL AISLES ARE TO BE REMOVED. TYPICAL THROUGHOUT ALL SPACES, PATCH ALL FLOORING TO MATCH ADJACENT SURFACES. NOTE: REMOVE ALL FREEZERS AND ALL ASSOCIATED MATCH ADJACENT SURFACES, EXISTING WALK-IN FRIDGE GENERAL CONTRACTOR 15 REQUIRED TO SAW CUT INTO EXISTING SLAB TO GIVE PLUMBINg CONTRACTOR ACCESS TO ALL PIPES. MODIFY / E~END ALL PLUMBING TO ALL NEW FIXTURE LOCATIONS. CAP ALL ABANDONED PLUMBING LINES AND VALVE OFF ALL WATER LINES ~ N~REST POINT. TYPICAL, G.C. IS TO PATCH FLOOR AS REQUIRED AND PRIME TO ACCEPT NEW FLOORING. SEE FLOOR PATCHING DETAIL THIS SHEET. REMOVE EXISTING WALK-IN FR]DGE IN ITS ENTIR~ INCLUDING ALL ASSOCIATED MECHANICAL EQUIPMENT. DISPOSE OF ALL WASTE. UPON REMOVAL CONTRACTOR iS REQUIRED TO PATCH EXISTING FLOOR / SLAB TO MATCH ADJACENT. REMOVED. REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION. NOTE: CONTRACTOR IS REQUIRED TO REMOVE ALL PERIMETER GYPSUM BOARD INCLUDING ALL FURRING STRIPS DOWN TO EXISTING C,M,U, BLOCK, PREP ALL SURFACES TO RECEIVE NEW FINISHES. TYPICAL 4 ALL SPACES. EQUIPMENT AND RE TO BE REMOVED. TYPICAL THROUGHOUT ALL SPACES, PATCH ALL FLOORING TO F SAW CUTflNG NOTE: PRIOR TO ALL SAW CUTS & REMOVAL OF PORTIONS EXISTING MASONRY WALL THE C.C. VERIFY LOCATIONS OF EXISTING STEEL STRUCTURE. TAKE CARE NOT TO DAMAGE EXISTING STEEL. PROVIDE ALL BEG. STRUCTURE & TEMPORARY SHORING WHILE CUTTING IN NEW OPENINGS. ALL SAW CUTS SHALL BEGIN AT A SILL HEIGHT OF 3'-4" A.F~F AND SHALL EXTEND UP TO A HEIGHT OF 1 2'~3'' A.F.F. REFER TO CONSTRUCTION PLAN FOR ALL NEW WORK. UPON REMOVAL OF ALL MASONRY AND INSTALLATION OF NEW STRUCTURE CONTRACTOR SHALL PATCH SURROUNDING MASONRY TO MATCH, 17-8 SAW CUT REMOVE EXISTING HANDRAIL EXISTING OFFICE IS TO BE REMOVED IN ITS ENTIRE~. PATCH ALL SURFACES TO MATCH AND PREP TO RECEIVE NEW FINISHES, CONTRACTOR IS REQUIRED TO REMOVE EXISTING BOTfLE RETURN INCLUDING ALL ASSOCIATED FOOTINGS AND STRUCTURE FILL ALL VOIDS WITH STRUCTURALLY COMPACTED FILL AND PREP AREA TO RECEIVE NEW FULL DEPTH ASPHALT PATCH. 17-8 SAW CUT NOTE: CONTRACTOR IS REQUIRED TO PROTECT ALL EXISTING MASONRY PIERS FROM ALL DAMAGE. TYPICAL THROUGHOUT. FIRST FLOOR DEMOLITION PLAN F EXISTING SHOPPING AREA ALL EXISTING WINDOWS ARE fO REMAIN, PROTECT FROM ALL DAMAGE. REMOVE EXISTING VINYL SIDING AND DISPOSE OF OFF SITE. PREP ENTIRE ELEVATION TO RECEIVE NEW FINISHES, REFER TO ELEVATIONS FOR ALL REQUIREMENTS. REMOVE EXISTING ALUMINUM COLUMN COVER AND PREP AREA TO RECEIVE NEW TRIM. TAKE CARE NOT TO DAMAGE EXISTING ETRUCTURE. EXISTING EXTERIOR DOORS, FRAMES AND SIDELIGHTS TO BE REMOVED IN THEIR ENTIRETY. SEE CONSTRUCTION PLAN FOR NEW WORK. PROVIDE TEMPORARY DOORS FOR SECURITY UNTIL NEW DOORS CAN BE INSTALLED. EXISTING OFFICE AREAEXISTING J J VESTIBULE\ · O" l OLO"] 1LO'' 12Ll 1~' STOREFRONT REMOVAL INTERIOR RECONSTRUCTION @THESOUTHOLD ICA SCALE: 1/4"= 1LO'' iii A-102 A FINISH SIDE ONLY NOTE: CONTRACTOR SHALL PROVIDE (1) LAYER OF ½' DENSARMOR- PLUS IN LIEU OF GYPSUM BOARD, TYPICAL AROUND ENTIRE ROOM PERIMETER. PREP DENSARMOR TO RECEIVE NEW MARLITE FRP WALL PANELS. NOTE: CONTRACTOR SHALL FURNISH AND INSTALL NEW MARLITE FPP PANELS INCLUDING ALL REQUIRED TRIM FOR A COMPLETE ASSEMBLY. COLOR AND FINISH IS TO BE SELECTED BY THE OWNER, FOR ALL PLUMBING REQUIREMENTS AND INFORMATION REFER TO "P" DRAWINGS. 20'.8h FINISH SIDE NOTE: CONTRACTOR SHALL FURNISH AND INSTALL NEW MARLITE FR? PANELS INCLUDING ALL REQUIRED TRiM FOR A COMPLETE ASSEMBLY. COLOR AND FIN[SFI ES TO BE SELECTED BY THE OWNER. 9" 3'-4" NOTE: CONTRACTOR SHALL PROVIDE II) LAYER OF ½" DENSARMOR- PLUS IN LIEU OF GYPSUM BOARD. TYPICAL AROUND ENTIRE ROOM PERIMETER. PREP DENSARMOR TO RECEIVE NEW MARLITE FPP WALL PANELS. NOTE: CONTRACTOR SHALL FURNISH AND INSTALL NEW MARLITE FPP PANELS FOR ALL PLUMBING REQUIREMENTS AND TO "P" DRAWINGS, INFORMATION REFER EXISTING LOADING DOCK AREA ELEVATION [o'-o"] 26 -4~ ' WALL SIMILAR BUTCHER" WALK-IN FREZ.', 10L3' UIRED TO WRAP EXISTING DUNNAGE COLUMNS TIGHT TO FACE. TYPICAL. EXISTING FINISHED FLOOR ELEVATION [o'-o"1 GENERAL CONTRACTOR IS REQUIRED TO SAW CUT INTO EXISTING SLAB TO GIVE P.C, STORAGE SIDE ONLY MODIFY MASONRY OPENING AS NEEDED TO ALLOW FOR NEW DOOR AND HARDWARE INSTALLATION, NOTE: G C IS REQUIRED TO PATCH ALL FOR ALL NEW COLUMN DETAILS REFER TO COLUMN DETAIL C~3 ON SHEET A-501 TYPICAL AT ALL EXISTING COLUMN LOCATIONS UL DESIGN X528 1 -HOUR RATING TYPICAL FOR ALL LOCAT ONS. STORAGE AREA NOTE: J CONTRACTOR,SHALL PROVIDE (1) LAYER OP ~L, DUROCK IN LIEU J PLUMBING PIPE CHASE 8L2,, 4'~3" TOILET FINISH SlOE ONLY SIDE ONLY 12" )1" PHiS ~l IllilIL SIDEONLY I ' I' J~J J SIDE i,I VEST. WORKROOM 17'-4½" MODIFY EXISTING WALK-IN SOX TO ACCOMMODATE NEW DOORS, COORDINATE ALL WORK WITH OWNER, NEW DOOR SHALL BE FURNISHED BY THE FRIDGE MANUFACTURER. JCONTRACTOR IS REQUIRED TO MAINTAIN 2I' miD, CLEARANCE AROUND ALL SIDES OF EXISTING WALK IF REFRIGERATOR, TYPICAL THROUGHOUT. TC 29'-7½" EXISTING 3o'-3½" WALK-IN REFRIGERATOR EXTEND NEW WALL CONSTRUCTION TIGHT TO FACE OF NEW WALK IN ERIDGE. WALK-IN REF. DIARY COOLER NEW WALL CONSTRUCTION IS TO MATCH EXISTING AT 12", CONTRACTOR SHALL TOOTH IN ALL NEW FACE BRICK TO MATCH MASONRY NEW GYPSUM WALL INFILL, '~e~mI ALIGN ALL FACES TO EO MATCH NEW MASONRY OPENING. TAPE, SPACKLE, PRIME AND PAINT COLOR IS TO BE BY OWNER, FINISH SIDE ONLY [- NOTE: EXTEND NEW 12 [WALLTYPE BI MASONRY ALL UPTO EXISTING ROOE SIMPSON. MODIFY / PROVIDE ADDITIONAI~ BLOCKING AS REQUIRED TO ESTABLISI~I PROPER BEARING HEIGHTS. 1,, 6] LANDING EXTINGUISHER AND SIGNAGE, DAIRY AREA FOR ALL NEW COLUMN DETAILS REFER TO COLUMN J DETAIL C-2 ON SHEET A-501 TYPICAL AT BOTH SIDES J UL DESIGN X528 I ' I;"~ ,-HOU. !^."GI !I, FOR ALL NEW COLU N DETAILS REFER TO COLUMN DETAIL 0-1 ON SHEET A-501 TYPICAL AT DOT SIDES UL DESIGN .~528 1 -HOUR RATING INOTE: NEW LIFT IqTO BE FURNISHED JBY THE OWNER. CONTRACTOR IS REQUIRED TO iNSTALL AS PER MANUFACTURES SPECIFICATIONS. C ORDINATE ALL WORK WITH OWNE~ NOTE: G.C. IS TO[LAMINATE ALL [ EXISTING AND EXPOSED WALLS WITH ~" HATCHANNELS@I 'IiO.C, AND~' j FIBERROCK BOARD. TYPICAL THROUGHOUT ENTI SHOPPING AR . PROJECT. TAPE, SPACKLE, PRIME AND PAINT. J NOTE: o.c, ~s RE(bUIRED TO PATCH JALL I DAMAGED WALL SURFACES TO MATCH ALL ADJACENT SURItACES. PREP AND PRIME TO ACCENT I~ EW FINIISHES. I OWNER 15 REQUIREI~ TO FURNJSH / PRCJ)wDE ALL NEW CASEWORK, SHELVES, MERCHANDISERS, ETC GENERAL CONTRAC~TOR IS REQUIRED lO INSTALL ALL NEW CASEWORK AND COOROJNATE INSTALLATION WITH ALL OTHER TRADES, G C. SHAL PROVIDE ALL ADDITIONAL BLOC NG AS NEEDED T ENSURE A UNIFORM LEVEL SURFACE. NOTE: DASHEDAREAS; INDICATE LOCATION OF NJEW CASEWOR** JNOTE: FOR ALL NEW CASEWORK J Fl.,su ELA.. NOTE: INSTALL NL~ CONTINUOU.~ HAND RAILS AND AT BOTH SIDES AND FASTEN AS PER MANUFACTURER. 109'-3½" REPOINT ENTIRE WALL UL DESIGN U905 2-HOUR RATING 47L3" 11L4~'r LANDING 12'-l'g" STAIR LENGTH L BRING NEW WALL CONSTRUCTION UP TIGHT TO DECK ABOVE. ENSURE A SMOKE TIGHT CONNECTION. TYPICAL IN ALL NEW WALL LOCATIONS. WALK-IN REF. Ih~_< I I L CONTRACTCpR JS REQUIRE~ TO VERIFY~ALL EXISTING I COLUMN LOCATIONS AND NOTIFY ARCJHITECT OF AN~' DISCREPANCIES. TYPICAL~ THROUGHOUT. DURING ALL,,RHASES OF WOJ~K THE CONTRA(~TOR IS REQUII~ED TO PROVIDE ALL REQUIRED WALL AND FLC~OR PROTECTIgN AS NEEDED. AJ-L DAMAGE IS itc BE REPAIRED AT THE SOLE EXPENSE TO TItlE CONTRACT(DR, LOW WALL CONSTRUCTION: NEW 5 -0 HIGH WALL SHALL ALIGN WITH NEW CASEWORK LOCATION. CONTRACTOR IS REQUIRED TO INSTALL NEW 4 x4 x] TSS(4-0"HIGH) WITHA& x6 x] BOLTED BASE PLATE. (PROW DE {4) ~"x 12" LONG THRU-BOLTS AND BOLT TO SUB-FLOOR BELOW,] NEW LOW WALL SHALL FRAME INTO NEW STEEL LOCATION. 4I, 4,, 4LO'' 4'-0" L CASHIER AREA 4" 4r' ® ® ® ® 17'-8" NEW WINDOW OPENING J NOTE: WEST ELEVATION IS TO REMAIN. PROTECT FROM NEW PLUMBING PIPE CHASE COOED, WITH PLUMBING PLANS FOR ALL NEW PiPE LOCATIONS. FACE BRICK EXISTING FINISHED FLOOR ELEVATION [0'-0"] 24L7'' DELI AREA FOR ALL NEW COLU~BN DETAILS REFER TO COLUMN D ETJ~IL C~4 ON J SHEETA-501TYPICALATALLEXISTING Po%,t %,ONS 1-HOUR RATING .I EXISTING FINISHED FLOOR ELEVATION [o'-o"] SHOPPING AREA J NOTE: ~ I ~I i ® ® ® 32'-10" 17'-8" NEW WINDOW OPENING ~o EXIT VEST. k, VESTIBULE 10'-0"SLIDING DOOR 2'-0" 10'-0" SLIDING DOOR FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/4"= 1' IGA A-103 NEW CASEWORK SYMBOL LEGEND DESCRIPTION COMMENTS FURNISHED BY GONDOLA SHELVING OWNER GONDOLA SHELVING END GONDOLA SHELVING END GONDOLA SHELVING LOW GONDOLA SHELVING LOW GONDOLA SHELVING FURNISHED BY OWNER URNISHED BY OWNER URNISHED BY OWNER FURNISHED BY OWNER FURNISHED BY OWNER FURNISHED BY OWNER END GONDOLA SHELVING j~ FURNISHED BY END GONDOLA SHELVING OWNER BACKUPBAR BACKUPBAR RACKUPBAR DELI - SLICER CATALOG NO, HEIGHT -- --- -- -- 4'-0" 4'-0" -- 7'~)" -- 7'-0" -- 4'-0" -- 3'0" -- 3'-0" , - 3'-0" -- 2'-0" -- 6'-0" -- 4'-0" -- 30" -- 30~, 30" CONVECTION OVEN FURNISHED BY OWNER FURNISHED BY OWNER FURNISHED BY OWNER FURNISHED BY LOW GONDOLA SHELVING OWNER FURNISHED BY PRODUCE TABLE OWNER FURNISHED BY CHECKOUT COUNTER ©WF!BR WORKTABLE J.~J WORK TABLE 30II HAND WRAP TABLE AUTO WRAPPER PAITY MACHINE 30" 30II 30" m m [] HIGH GLASS DOOR REACH-IN HILL PHOENIX 87" FROZEN FOOD MERCHANDISER No, ORZH MULTI-DECK DELI BACK BAR HILL PHOENIX 89" FOOD MERCHANDISER No, BB FLAT GLASS SERVICE DELI HILL PHOENIX 52" FOOD MERCHANDISER No OLF HILL PHOENIX HIGH NARROW MULTI-DECK No. ONSDMH 88" PRODUCE/DAIRY MERCHANDISER ~,DJUSTABLE DEPTH WIDTH SHELVES 24" 4' 0" 6 24" 3'-0" 6 30" 3'-0" 6 30" 5'-6" 6 24" 4'-0" 3 24" 3'-0" 3 30" 5'-2" 6 30" 6'-Z' 6 4'-3" 3'-10" -- 2'-0" 8I-0'r --' 2'-0" 5'-0" -- 2'-0" 4'-0" 2'~0'' 2'-6" -- 2'-4" 2'-4" -- 24" 4'-0" 3 1 '-6" 1 '-6" -- A'-0" 8'-0" -- 2'-0" 5'-0" -- 2,'-0" 4'-o" -- 2-0" 2'-0' -- 4'-0" 6'-0' -- 2'6" 2'-6" -- 42" VARIES J2" 6'-o" - 46" VARIES -- 36" VARIES -- 44' VARIES -- 44" VARIES -- 44" VARIES -- 44'" VARIES -- 48" 34" -- FURNISHED BY OWNER FURNISHED BY OWNER FURNISHED BY OWNER FURNISHED BY OWNER FURNISHED BY OWNER HIGH NARROW MULTI-DECK PRODUCE / DAIRY / DELI MULTHDECK PRODUCE / DAIRY / DELI MERCHANDIBER H/OH MULTI-DECK DAIRY / MEAT MERCHANDISER MULTI-DECK PRODUCE/DAiRY/DEN, MEAT/SEAFOOD MERCHANDISER ~ DOOR PASTRY CASE FURNISHED BY OWNER FURNISHED BY OWNER FURNISHED BY OWNER ] FURNISHED BY HILL PHOENIX 88" OWNER NO. OSDMH 54" 83" OWNER NOTE: ALL NEW CASEWORK IS TO BE FURNISHED BY THE OWNER AND SHALL BE INSTALLED BY THE CONTRACTOR. cOORDINATE ALL CASEWORK REQUIREMENTS PRIOR TO THE START OF ANY WORK. OWNER IS TO SELECT ALL COLORS AND FINISHES. EIILL PHOENIX No. OSDM CASEWORK GENERAL NOTES 1, THE LENGFHS OF ALL CASEWORK ARE TO BE FIELD VERIFIED AND MADE TO FR, PROVIDE FILLERS ARE REQUIRED AT EACH END TO MATCH. 2. ALL CUSTOMIZATIONS OF CASEWORK ARE TO BE iNCLUDED IN THE SCOPE OF WORK. 3, REIGHIS OF ALL CASEWORK ARE AB SHOWN ON THE ADJACENE LEGEND. 4. REDUCIBLESRELVINGUNITS, ETC ARETOBEINCLUDEDASREQUIRED FOR A COMPLETE INSTALLATION. COLOR LEGEND INDICATES INSTALLATION OF NEW POWERED CASEWORK AS MANUFACTURED BY HILL PHOENIX: REFER TO CASEWORK LEGEND ABOVE FOR ALL INFORMATION. STORAGE AREA NOTE: OWNER IS TO PROVIDE ALL REQUIRED FINISHED END PANELS TO MATCH ALL NEW CASEWORK. WORKROOM TOILET TOILET WALK-IN REF. BUTCHER WALK-IN FREZ. VEST. I/ II 19L0'' k, N I\ I 6 -2~ DAIRY AREA l// i// l/ I/ I/ I/ FW LK-IN REF. ~- ~ DELI AREA HigH '1 ' IMI ELATG : NEW SH G AREA i' ,~ 4'g" f 6'-0" ~ ~ 6r-0'' f 4"-0'r 'l I/ i/ l/ I/, I/ I/' i/ // I I/ I/ I/ I/ I/ I/ I/ V II II- II II il ir - II II II II II II II II II II II 5 -8] SHOPPING AREA _J CASHIER AREA OFFICE EXIT VEST. VESTIBULE FIRST FLOOR CASEWORK PLAN INTERIOR RECONSTRUCTION @ THE SOUTHOLD IGA SCALE: I/4"= 1' 0" III IOA A-104 EXISTJNG WALL MOUNEED LIGHT IS TO REMAIN. PROTECT FROM ALL DAMAGE. REMOVE CONDUIT AS NEEDED TO ALLOW FOR NEW COPING INSTALLATION. REPLACE WITH NEW TO MATCH. TYPICAL IN ALL OTHER LOCATIONS· EXISTING 8" WIDE MASONRY PARAPET rs TO REMAIN, FLASH AS DETAILED. FURNISH AND INSTALL NEW ALUMINUM GUTTERS TO MATCH NEW METAL ROOFING REFER TO SHEET R-6 FOR INSTALLATION DETAILS, ALL NEW DOWN 5POUTS ARE TO EXTEND DOWN TO GRADE. PROVIDE SPLASH BLOCKS AT ALL LOCATIONS. ALL DOWNSPOUTS ARE MATCH EXISTING LOCATIONS. VERrFY IN FIELD. · ~ '-" '""'*" PER --- · x . ' , ,, ,~ x -..,, . ~ ~,, , / × . /' - '~, . . , ., ,. , . , , ,., 0 ~ ,*::' ,,.', - - z~ ~ :": '": '"/' ~ ,,~1~ ~ K~ , ~I~ 4 ..... , . ~ ~ , .., --~ ,,,.--~ ~ ,, ~/. ' , ', '~', ' ': I'~ ~ ",v , . ,' . iii /::I' , '- ' , ,'~ ' .'. , , - i-', ' ,, ,, METAL ROOF DECK J 1 NEW CONSTRUCTION I NOTE: CONTRACTOR IS REQUIRED TO WALL. REFER TO SECTIONS FOR ALL REMOVE AND TERMINATE ALL CONSTRUCTION INFORMATION. ABANDONED ELECTRICAL CONDUIT AND PREP ALL AREAS FOR NEW ROOFING. INSTALL NEW LADDER A MINIMUM OF OFF FACE OF NEW EXTERIOR WALL. j~j ( ~ FASTEN AS PER MANUFACTURES SPECS. ~ ~1-108/~ PROVIDE ~" ALUMINUM WALL BRACKETS ~ ~ ALONG TO P AND FAS1EN TO NEW WALL STRUCTURE AS REGUIRED NEW LADDER SHALL HAVE ALUMINUM 1¼" x 1~" -- SERRATED RUNGS. SPACING IS TO BE EQUAL THROUGHOUT. PROVIDE SHOP DRAWINGS iNDICATING ALL LOCATIONS. NEW HEAVY DUTY TUBULAR RAILS ALUMINUM SAFETY LADDER WITH INTEGRAL PLATFORM AND SAFE~ GRAB BARS MODEL No. $03~ AS 1~ MANUFACTURED BY OKEEFES, EXISTING ABANDONED ROOF /~ a~ PENETRATIONS IS TO BE REMOVED NOTE: LOCATION OF NEW LADDER SHALL ALIGN WITH IN ITS ENTIRETY, CONTRACTOR NEW STEEL LOCATION, GENERAL CONTRACTOR SHALL SHALL IN FILL OPENING WiTH NEW PROVIDE SOLID WALL BLOCKING AS REQUIRED TO FRAMING TO MATCH, NEW ROOF ALLOW FOR PROPER INSTALLA~B©N. PATCH SHALL ALIGN WITH EXISTING SLOPED ROOF SURFACE. ADDITIONAL INFORMATION, r .... I I© MODIFY RXISTING THRU-ROOF A/C PIPING AS REQUIRED TO ALLOW FOR NEW ROOFING SYSTEM INSTALLATION. ENSURE PROPER HEIGHTS AND FLASH AS DETAILED. NOTE: ROOFING CONTRACTOR 15 REQUIRED TO REMOVE EXISTING A/C COMPRESSOR TO ALLOW FOR NEW THY-CURB AND FLASHING INSTALLATION. PROTECT AJC FROM ALL DAMAGE. ANY DAMAGE IS TO BE REPAIRED AT THE SOLE EXPENSE TO THE CONTRACTOR, NOTE: REMOVAL AND REINSTALLATION OF A/C SHALL BE ACCOMPLISHED BY A CERTIFIED H.V,A,C. CONTRACTOR. TYPICAL THROUGHOUT. NOTE: EXISTING ROOF MOUNTED WOOD FRAMED PRIVACY SCREEN IS TO BE REMOVED TO ALLOW FOR NEW ROOFING INSTALLATION. UPON ROOFING COMPLETION CONTRACTOR SHALL INSTALL NEW SCREEN SIZE AND LOCATION IS TO MATCH REFER TO DETAIL FOR ALL CONSTRUCTION INFORMATION. , , I ), L ~-- EXISTING GOOSENECK. CONTRACTOR SHALL INSTALL PARAPRO FLASHING AROUND ENTIRE PERIMETER, REFER TO DETAIL ERR ALL INFORMATION. CONTRACTOR SHALL PROVIDE THE FOLLOWING AT EXISTING A/C UNIT CONDENSATE DRIP LOCATIONS. 1. PARATRED LOOSE LAID OVER NEW ROOFING SURFACE 2. TRAFFIC BLOCK LOOSE LAID OVER NEW PARATRED TYPICAL AT BOTH A/C LOCATIONS. EXISTING LOWER SLOPED WOOD ROOF ROOF WORK LOCATION NOTE: CONTRACTOR IS REQUIRED TO REMOVE ALL ABANDONED ROOF TOP UNITS, FANS, VENTS, ETC. PATCH EXISTING ROOF DECKTO MATCH SURROUNDINGS AND PREP PATCH TO RECEIVE NEW ROOFING. TYPICAL THROUGHOUT ENTIRE WORK LOCATION. NOTE: AT ALL ROOF VENT LOCATIONS CONTRACTOR SHALL REMOVE EXISTING COVERS TO ALLOW FOR NEW FLASHING INSTALLATION. REINSTALL ALL COVERS UPON ROOFING COMPLETION. EXISTING POLE MOUNTED LIGHT IS TO BE RELOCATED. REFER TO r'E4~ PLANS FOR ALL INFORMATION. COORDINATE ALL NEW WIRING REQUIREMENTS WITH ELECTRICAL CONTRACTOR. AROUND ENTIRE PERIMETER. REFER TO i DETAIL FOR ALL IN FORMATION. · ~J REMOVE O~I~CIO ~MO~V~ FROM ALL DAMAGE STEEL RAIL BLOCKING AND FURNISH AND INSTALL NEW THY-CURB SUPPORTS TYPICAL EXISTINg SLOPED AT BOTH LOCATIONS WOOD ROOF DECK TO REMAIN. PROTECT NOTE: TAKE CARE NOT TO DAMAGE C R SHALL EXISTING EXISTING EQUIPMENT AND PIPING. ANY ABANDONED ELECTRICAL SERVICE ,~. EXISTING SLOPED ROOF PITCH DAMAGEISTOBEPREPAREDATTNESOLE POLE, DIS?OSEOFALLWAETEOFFSffE I .EXPENSE TO THE CONTRACTOR. SURROUNDINGS. J AND PATCH ALL SURFACES TO MATCH INSTALL NEW .050 ALUMINUM COPING --~ -- ALONG TOP OF UPPER ANGLED WALL. J REFER TO DETAIL 08 FOR ALL INSTALLATION REQUIREMENTS. J l~_11 l~ -- EXISTING ROOF PENETRATION iS EXISTING OVERHEAD LIGHTS ARE TO BE -- ~ MODIFY EXISTING THRU ROOF 1 1 TO REMAIN, CONTRACTOR SHALL DUCTWORK AS REQUIRED TO ALLOW REMOVED INCLUDING ALL WALL MOUNTED FOR NEW ROOFING SYSTEM PREP ALL SURFACES AS NEEDED COINDUITS AND ALL ASSOCIATED HARDWARE IINSTALLATIOIN, FIsSuRE PROPER TO ALLOW FOR NEW PARAPRO AND SUPPORTS, PREP AREA FOR NEW I HEIGHTS AND FLASH AS DETAILED FLASHING INSTALLATION, TYPICAL DGHTINr ~G INSTALLATION. REFER TO ELEVATIONS · IN ALL OTHER LOCATIONS. AND E PLANS FOR ALL NEW REQUIREMENTS. J PARAPRO FLASHING REMOVE ALL ABANDONED PITCH -- ~ g.c, IS TO INSTALL PARAPRO FLASHING ~ POCKETS. TYPICAL THROUGHOUT, AROUND ALL HVAC PENETRATIONS AT Q I I · PREP ALL SURFACES TO RECEIVE · EKISTING ROOF LOCATIONS. MODIFY NEW ROOFING. ~ FLASHING DETAIL AS REQUIRED, II II ~~r EXISTING I EXISTING ij~~ FAN REMOVE AND PATCH ALL SURFACES · .-' IEXIST, ING J~ /~ FAN PATCH ALL L/ SURFACES i 1] FAN REMOVE AND PATCH ALL SURFACES II II BHE ROOFING CONTRACTOR. DISPOSE OF ALL ~WASIE OFF SITE, ALL ELECTRICAL WIRES ARE TO ~E DISCONNECTED AND TERMINATED BY A · ICENSED ELECTRICAL CONTRACTOR ~PICAL ~AT ALL OTHER LOCATIONS. EXISTING SLOPED ROOF PITCH CONTRACTOR IS REQUIRED TO INFILL ALL OPENINGS WITH NEW FRAMING TO MATCH. FREW ROOF PATCH SHALL ALIGN WITH EXI.~'IN G SLOPED ROOF SURFACE. REFER TO DETAILS FOR ADDITIONAL INFORMATION. EXISTING VENT TO REMAIN, PROTECT FROM ALL DAMAGE. REMOVE EXISTING SATELLITE DISHES AND DISPOSE OF OFF SITE. EXISTING POLE MOUNTED LIGHT [S TO BE Jr , RELOCATED. REFER TO E PLANS FOR ALL INFORMATION COORDINATE ALL NEW WIRING REQUIREMENTS WITH ELECTRICAL CONTRACTOR. EXISTINGFAN REMOVE PATCH ALL SURFACES /xx / / / EXISTING MASONRY PARAPET. TYPICAL AROUND ENTIRE PERIMETER. RRMOVE EXISTING TERRA COTIA AND PRECAST COPING STONE AND FURNISH AND INSTALL WITH NEW ALUMINUM COPING SEE DETAIL. MODIFY HEIGHTS AS DETAILED. NOTE: ROOFING CONTRACTOR IS REQUIRED TO REMOVE EXISTING LIGHT ASSEMBLY AND ALL ASSOCIATED WIRING AND PITCH POCKETS. PATCH ALL SURFACES AS REQUIRED FO ALLOW FOR PROPER ROOF INSTALLATION. REFER TO "~' PLANS FOR NEW LIGHTING REQUIREMENTS. )i-1 NEW ROOF PLAN INTERIOR RECONSTRUCTION @ THE SOUTHOLD IGA SCALE: 1/4"= I'-D' :~qo ~z ,~F~j d'~J ~J ~J - IOA A-107 ROOF DRAIN DETAIL METALDECK NEW METAL DECK. WASTE PIPE DETAIL LEAD FLASHING (4 lb., roll Into pipe E' rain,) SEALANT PARADIENE 30 )prime & Eel In mastic) COUNTER FLASHING (las eners w/neoprene washers ~ ,,,fasten approx. 18" o c,) REMOVE ALL EXISTING BASE FLASHING RAISE CURB AS BPEC[FfED ALUMINUM VERAL (~orch lo prepared surfaces & fasten 9" o c.) PARADIENE 30 )fully adhere, prepare granule suRaces) PARADIENE 20 Inad to wood surface, fully adhere 1o cant and roof surface areas) PARADIENE 20 WOOD CURS NEW METAL DECK, -- JRB DETAIL NEW METAL DECK, NEW 4~' DENSDECK {to be set in a layer of para sSk d~recily over new iapered Isa boards) NEW ~" TAPERED [SO BOARDS (to be set in a layer of para-stik directly aver new tapered Isa boards) NEW 2" [SO BOARDS (mechanically fastened, fasten as per mfg. approved fastening paRern and NYSBC) NOTE: CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL NEW WOOD BLOCKING AND SECURE BACK TO MASONRY BLOCK, MODIFY ALL NEW BLOCKING AS REQUIRED TO/¢AINFAIN CORRECT HEIGHt tHROUGHOUT ENTIRE ROOF EDGE TYPICAL. GRAVEL STOP DETAIL METAL FLANGE (prime & set ~n mastic} FURNISH AND INSTALL NEW ,050 ALUMINUM GRAVEL STOP, ALUMINUM VERAL fully adhere to prepared surfaces and fasten @ 9" o.c,) PARADIENE 30 FR [fully adhere wRh PA-311, prepare granule surfaces) PARADIENE 20 EG :ully adhere to cant and root suHace areas wBh PA 311 ) SEALANT PARADIENE 30 FR -- Idly adhere with PA-311, prepare granule surfaces) PARADIENE 20 EG -- (nail to wood surfaces, fully adhere to cam a nd roof surface areas wflh PA-31 I ) Ilo be Eel In a layer of para shk d~recily over new tapered Isa bodrds) NEW 2" lSD BOARDS (; PARADIENE 20 VAPOR BARRIER -- )fully adhered, Eel Tn 311 ad hesJve) PARABASE FS ImechanicaHy fastened to exmhng wood deck) EXISTING ASPHALT BUILT UP ROOF IS fO BE REMOVED. PATCH EXISTING WOOD DECK AS REQUIRED PRIOR fO THE INSTALLATION OF NEW BASE SHEET, EXISTING SLOPED WOOD ROOF DECK ~O REMAIN ENE 30 (fully adhere, prepare granule surfaces) )fully adhere) -- NEW 2" ISa BOARDS (mechanically fastened, fasten as per mfg approved faslenlng pallem and NYSBC) NEW 4~'TAPERED lSD BOARDS (to be se~ in a layer of para-shk directly over new isa boards) SLOPE TOWARDS NEW [~OOF DRAINS. NOTE: FOR ALL NEW WALL CONSTRUCTION AND NEW STRUCTURE REQUIREMENTS REPER TO SECTIONS. TYPICAL THROUGHOLJT NOTE: -- CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL NEW WOOD BLOCKING AND SECURE BACK TO EXISTING WOOD DECK AND STRUCTURE, MODIFY ALL HEW BLOCKING AS REQUIRED TO MAINTAIN CORRECT HEIGHT THROUGHOUT ENTIRE ROOF EDGE. TYPICAL GRAVEL STOP DETAIL AT LOW ROOF METAL / WOOD DECK CONTRACTOR IS REQUIRED TO MAINTAIN NEW FASCIA HEIGHT ALONG ENTIRE PERIMETER. EXISTING PARAPET HEIGHT ABOVE ROOF SURFACE VARIES MODIFY COPING DEPTH AB REQUIRED, INSTALL NEW CONTINUOUS WOOD BLOCK ALONG ENTIRE LENGTH OF EXISTING PARAPET WALL SECURE BACK fO EXISTING WALL @ 16" O.C, CONTINUOUS .050 ALUMINUM HOOK STRIP FASTENED 18" O,C. WITH LEAD EXPANSION FASTENERS, TOP AND BODOM, NEW ,050 ALUMINUM COPING (W/ 12" LONG SPLICE PLATES 040} CONTINUOUS CAULKING BOTH SIDES, TYPICAL ALONG ALL EXISTING PARAPET LOCATIONS, NEW 1/2" DENS-DECK FASTENED 18" O,C. WITH LEAD EXPANSION FASTENERS. NEW 1/2" EXTERIOR GRA DE PLYWOOD FASTENED 18"O.C WITH LEAD EXPANSION FASTENERS. NEW CONTINUOUS I" x 4" TREATED WOOD BLOCKING FASTENED 12" O.D. THROUGH EXISTING MASONRY WALL W/HEAVY DUTY COATED MASONRY SCREWS, MAXIMUM SPACING BE[WEEN BLOCKING RAILS SHALL BE 12" O.C, NOTE, EXISTING PRECAST COPING IS TO BE REMOVED. DISPOSE OF ALL WASTE OFF SITE NOTE: CONTRACTOR IS REQUIRED TO REMOVE EXISTINO FULL HEIGHT FLASHING FROM REAR OF PARAPET WALL AND DISPOSE OF OFF SITE, JNOTE: HEIGHT VATRIES PARAPET ALONG LENGTH OF WALL. CONTRACTOR SHALL ENSURE PROPER HEIGHT THROUGHOUT. ROOFING HEIGHT." VERIFY IN FIELD. MODIFY BLOCKING TO SCHIEVE A MINIMUM aP 8' ABOVE NEW EXISTING MASONRY WALL IS TO REMAIN, PROTECT FROM ALL DAMAGE. TYPICAL THROUGHOUT 'ARADIENE 20 VAPOR BARRIER )tully adhered, set in 311 adhesive) PARABASE F$ (macho ri[tally fastened to exisling wood deck) EXISTING ASPHALT BUILT-UP ROOF IS TO DECK AS REQUIRED PRIOR TO THE INSTALLATION OF NEW BASE SHEET. EXISTING SLOPED WOOD ROOF DECK TO REMAIN. PARAPET FLASHING AND PARAPET COPING DETAIL NOTE: EXISTING GRAVEL STOP AND BLOCKING IS TO BE REMOVED AND DISPOSED OF OFF SUE CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL NEW WOOD BLOCKING AND SECURE BACK TO EXISTING DECK / MASONRY WALL. MODIFY ALL NEW BLOCKING AS REQUIRED TO MAINTAIN CORRECT HEIGHT THROUGHOUT ENTIRE ROOF EDGE. TYPICAL. NOTE: PROVIDE NEW 6" GUTTERS AND LEADERS ON ALL ROOES. NEW GUTTERS AND LEADERS TO BE .0ES ALUMINUM. MIN THICKNESS. PIPE ALL DOWN SPOUTS TO GRADE AND AWAY FROM BUILDING EXISTING WOOD DECK PARABASE FS NEW GUTTER DETAIL -- FURNISH AND INSTALL NEW .050 ALUMINUM GRAVEL STOP NEW .062 ALUMINUM GUTTER REINEORCE OUTER EDGE W/A 3/4" x 3/16" ALUMINUM STIFFENING BAR. EXTEND GUTTER UP AND UNDER NEW .062 ALUMINUM GRAVEL STOP. FASTEN W/CLEATS AT 16" O.D. FURNISH AND INSTALL I" X 1/8" ALUMINUM STRAPS AT 3'-0" O.D. FOR ENTIRE LENGTH OF NEW GUTTER SEE DETAIL THIS SHEET, GUIZER FASTENED TO WOOD BLOCKING. CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL NEW 4~' x 8" DEEP PLYWOOD FASCIA AND FASTEN BACK TO MASONRY WALL, WRAP PLYWOOD WITH 050 ALUMINUM AND PROVIDE SEALANT ALONG LOWER EDGES, COLOR lETO MATCH NEW GRAVEL STOP AND SHALL BE SELECTED BY OWNER MAINTAIN FASCIA HEIGHT THROUGHOUT ENTIRE NEW ROOF EDGE, TYPICAL, INOTE: CONTRACTOR IS REQUIRED TO TAKE CARE DURING ALL PHASES OF WORK NOT TO DAMAGE EXISTING MASONRY. ALL DAMAGE IS TO BE JREPAIRED AT THE SOLE EXPENSE TO THE CONTRACTOR. ALTERNATE DETAIL FOR EXISTING SLOPED WOOD DECK LEAD FLASHING (4 lb., roll into p~pe 1" mJn.) SEALANT PARADIENE 30 (fully adhere, prepare granule suHa cas) PARADIENE 20 Ifully adhere lo root surfaces) LEAD FLANGE (pnme & s~ in mastic) PARADIEN~ 20 )fully adhere fo roof surfaces) NEW ¢¢' DENSDECK Be be seJ In a layer of para-silk dfrecBy over new Tapered ~sa boards) I I I EXISTING ASPHALT BUILT-UF -- ROOF ISTO BE REMOVED, PATCH EXISTING WOOD DECK AB REQUIRED PRIOR' TO THE INSTALLATION OF NEW BASE SHEET, EXISTING SLOPED WOOD ROOF DECK TO REMAIN, NEW 2' Isa BOARDS (2 LAYERS) (]o be Eel m a layer of para-silk) [ADIENE 20 VAPOR BARRIER )fully adhered, set tn 311 adheRve) -- PARABASE FS (mechcmically fastened Jo exmBng wood deck) DETAIL AT EXISTING AND NEW WASTE PIPES SLOPED WOOD DECK L COUNTER FLASHING (fasteners w/neoprene washers, fasten approx. 18"o.c ) REMOVE ALL EXISTING BASE FLASHING EXISTING ASPHALT BUILT UP ROOF IS TO BE REMOVED, PATCH EXISTING WOOD DECK AS REQUIRED PRIOR TO THE INSTALLATION OF NEW BASE SHEET, EXISTING SLOPED WOOD ROOF DECK TO REMAIN. ,ISE CURB AS SPECIFIED ALUMINUM VERAL )torch to prepared sudaces & fasten 9" o.c.) PARADIENE 30 (fully adhere, prepare granule surlaces} PARADENE20 (nan lo wood surface, fully adhere fo cant a~d roof surfa6e areasI PARADIENE 20 (dw on cant, fully adhere fo roof surfaces) NEW ~' DENBDECK Bo be set in a layer of para-ERR dlrecBy aver new ~apered [so boards) 2" lBO BOARDS (2 LAYERSI (to be set in a layer of para-sRk) ENE 20 VAPOR BARRIER )fully adhered, sel tn 311 adhes~vel -- PARABASE FS )mechanically tastened to exisRng wood deck) DETAIL AT EXISTING AND NEW ROOF CURBS SLOPED WOOD DECK NTB SCOPE OF WORK- ROOF AREA A GENERAL ROOFING NOTES METAL DECK I . I PREP DECK AS REQUIRED PRIOR TO INSTALLING NEW INSULATION BOARDS. 2. CONTRACTOR SHALL SUPPLY AND INSTALL NEW 2" RIGID INSULATION BOARDS AND FASTEN DIRECTLY TO METAL DECK. ALL BOARDS ARE TO BE MECHANICALLY FASTENED AS PER MANUFACTURERS APPROVED FASTENING PATTERN. TYPICAL FOR ENTIRE ROOF SURFACE 3. INSTALL NEW ¼" PER FOOT TAPERED lSD BOARDS WITH para-shk OVER ALL RIGID INSULATION ROOFING CONTRACTOR IS REQUIRED TO ENSURE CORRECT PITCH. 4. SPECIFIED INSULATION AND DENSDECK SHOULD BE INSTALLED AS PER MFG. SPECIFICATIONS, THE EDGES OF THE INSULATION SHOULD FIT NEATLY AGAINST ADJOINING SURFACES THE DENSDECK LAYER SHOULD PRESENT A SMOOTH SU RFACE fO ACCEPT THE NEW SIPLABT ROOFING MEMBRANE 5, [1 } LAYER OF ~" DENSDECK IS TO BE INSTALLED WITH para sRk OVER TOP OF ALL lSD BOARDS. ISLE SPECIFICATIONS AND PLANS FOR DETAILED DESCRIPTIONS OF WORK ) 6, BEGINNING AT THE LOW POINT OF THE ROOF, FULLY TORCH, (I) PLY OF PARADIENE 20 TO THE NEW DENSDECK, LAPPING SIDES AND ENDS A MINIMUM OF 3 INCHES, 7 BEGINNING AGAIN AT THE LOW POINT OF THE ROOF, FULLY TORCH (1) PLY OF PARADIENE 30 TO THE PARADIENE 20 SURFACE, LAPPING SIDES AND ENDS 3 INCHES, STAGGER LAPS BETWEEN PLIES, 8. CONTRACTOR SHALL HAVE ALL PROPER FiRE EXTINGUISHING EQUIPMENT NEARBY WHEN USING A TORCH. 9, TRE CONTRACTOR MUST MAN THE JOB FOR ONE HOUR MIN.. AFTER TORCHING APPLICATIONS HAVE BEEN COMPLETED FORA FIRESAFETY WATCH, PARADIENE 30 FR - TORCH APPLY - FULLY ADHERE PARADIENE 20 EG - TORCFI APPLY FULLY ADHERE NEW ~" DENSDECK (la be set ~n a layer of para-silk dlrecRy over new lapered isa boards) RO©F¢CROSS SECTION DETAIL R - VALUE NEW R~VALUE IS TO EQUAL OR EXCEED A RATING OF R 24, W TAPERED Isa BOARDS (poly isocyanura~e 41" per foot slope to dr@n, fo be Eel ~n a layer of para-slik @redly over NEW 2" lSD BOARDS 2" lSD BOARDS. TYPICAL, NEW METAL DECK METAL ROOF DECK ROOF AREA A PER TABLE 802.2(2) OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE - THE MINIMUM AVERAGE R VALUE SHALL BE WEIGHT GE E)~ISTING ROOFING SYSTEM THAT IS TO BE REMOVED 5.5 lb/st ,WELGH~ OF NEW ROOFING SYSTEM THAT IS TO BE INSTALLED 4.4 lb/sT F!BE PR,©TECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH CtffAPTER 14 OF THE FIRE CODE OF NEW YORK STATE. S,C©PE OF WORK - ROOF AREA B NOTE: ALL NEW GRAVEL STOPS AND ALUMINUM COPING HEIGHTS ARE TO BE THE SAME HEIGHT. CONTRACTOR iS TO MODIFY NEW WOOD BLOCKING AS REQUIRED TO MAINTAIN A CONSTANT LEVEL. rE,aPED WOOD DECK I I I ! '~CONTRACIORTO REMOVE ALL EXIETING BUILT UP ROOFING, INCLUDING ALL PERIMETER BLOCKING, FLASHING, ALL COUNTER FLABHING$, , ~i'MEMBRANEAPPL~CAT~NSFR~MALLMAS~NRYWALLS,vENTBTACKS,CURBS~FPR~JECT~N~ETC~D~WNT~ THE ORIGINALBLOPED WOOD ROOF DECK WITH NAILABLE SKIM COAT. PREP AND PATCH EXISTING DECK AS REQUIRED PRIOR TO INSTALLING NEW ROOFING SYSTEM, BEGINNING AT THE LOW POINT OF THE ROOF, NAIL, (1) PLY OF PARABASE FS TO THE EXISTING WOOD DECK, LAPPING SIDES AND ENDS A MINIMUM OF 3 INCHES BEGINNINGATTHELOWPOINTOFTHEROOF, FULLYADHEREWITHPA311ADHESIVE,(1)PLYOF PARABASE20 (VAPOR BARRIER) OVER PARABASE FS, LAPPING SIDES AND ENDS A MINIMUM OF 3 INCHES 5. CONTRACTOR SHALL SUPPLY AND INSTALL NEW 2" RIGID INSULATION BOARDS AND INSTALL DIRECTLY OVER NEW VAPOR BARRIER, ALL BOARDS ARE TO BE SET IN A LAYER OF PARA-ETIK, TYPICAL FOR ENTIRE ROOF SURFACE.PROVIDE ADEQUATE THICKNESS TO ACHIEVE AN OVERALL INSULATION RATING OF R-24, SPECIFIED iNSULATION AND DENSDECK SHOULD BE INSTALLED AB PER MFG. SPECIFICATIONS THE EDGES OF THE INSULATION SHOULD FIT NEATLY AGAINST ADJOINING SURFACES, THE DENSDECK LAYER SHOULD PRESENT A SMOOTH SU RFACE TO ACCEPT THE NEW SIPLAET ROOFING MEMBRANE. 7. (1) LAYER OF ~" DENSDECK IS TO BE INSTALLED WITH para-sRk OVER TOP OF ALL Isa BOARDS. (SEE SPECIFICATIONS AND PLANS FOR DETAILED DESCRIPTIONS OF WORK.) 8. BEGINNING AT THE LOW POINT OF THE ROOF, FULLY ADHERE WITH PA-311 ADHESIVE, (I) PLY OF PARADIENE 20 EG TO THE NEW DENSDECK, LAPPING SIDES AND ENDS A MINIMUM OF 3 INCHES, 9. BEGINNING AGAIN AT THE LOW POINT OF THE ROOF, FULLY ADHERE WITH PA-3i 1 ADHESIVE, (I} PLY OF PARADIENE 30 ER TO THE PARADIENE 20 SURFACE, LAPPING SIDES AND ENDS 3 INCHES, STAGGER LAPS BETWEEN PLIES 10, CONTRACTOR SHALL HAVE ALL PROPER FIRE EXTINGUISHING EQUIPMENT NEARBY WHEN USING A TORCH I1, THE CONTRACTOR MUST MAN THE JOB FOR ONE HOUR MIN, AFTER TORCHING APPLICATIONS NAVE BEEN COMPLETED FOR A FIRE SAFETY WATCH' PARADIENE TORCH APPLY - FULLY ADHERE PARADIENE 20 - TORCH APPLY - FULLY ADHERE I, ALL SHADED ROOF AREAS ON PLAN INDICATE LOCATIONS WHERE NEW ROOF IS TO BE INSTALLED ALL OTHER ROOFS ARE TO REMAIN AND SHOULD BE PROTECTED FROM ALL DAMAGE. 2. ALL WORK IS TO BE DONE ON SITE lETO BE COORDINATED WITH THE OWNER IN ADVANCE AS AS NOT TO INTERFERE WITH THE NORMAL OPERATIONS OF THE FACILITY OR CREATE UNSAFE CONDITIONS FOR IT'S OCCUPANTS, 3. ALL ADJACENT SURFACES INCLUDING GRASS, PAVEMENT, CONCRETE AND ROOFING ETD ARE TO BE PROTECTED DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. ANY DAMAGE CAUSED BY THE CONTRACTOR lb TO BE REPAIRED AND OR REPLACED AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE ARCHITECT 4. THE BUILDING AND THE SITE ARETO REMAIN ADEQUATELY SECURE DURING ALL PHABES OF DEMOLITION AND CONSTRUCTION 5. ALL UNIVENTB, DOORWAYS AND OPENINGS TO OTHER SPACES, ETD, ARE TO BE PROTECTED FROM DUST AND DEBRIS DURING ALL PHASES OF CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THEIR OWN ON SITE STORAGETRAILER'S AS REQUIRED. NO STORAGE AREA WILL BE PROVIDED BY THE OWNER. 7. VERIFY WITH OWNER ANY EXISTING ROOF WARRANTIES PRIOR TO PROCEEDING WBH ANY DEMOLITION OR CONSTRUCTION, ALL MODIFICATIONS TO THE EXISTING ROOFING AND FLASHING ARE TO BE DONE BY THE G D IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, 8. FURNISH AND INSTALL NEW INSULATION TO ACHIEVE R VALUES AB SPECIFIED HEREIN, 9, AVERAGE R VALUES AS PER TABLE 802.2(2) CLIMATE I I b OF ENERGY CONVERSATION CODE OF NEW YORK STATE SHALL BE AS FOLLOWS: a, ALL ROOFS R~24 10. FURNISH AND INSTALL NEW ALUMINUM FABCIA AND DRIP EDOE- .050 REFERTODETAILS-COLORIS TO BE SELECTED BY OWNER. II, ALL DUMPBTERS SHALL BE LOCATED NO CLOSER THAN 10' 0" FROM EXISTING BUILDING IN ANY DIRECTION AS PER FIRE MARSHALL. PROVIDE ENCLOSED SHOOT FROM ROOF TO DUMPSTER 12, ANY PROPANE TANKB SHALL BE LOCATED IN LOCKED CAGES NO CLOSER THAN 50' 0" FROM EXISTING BUILDING IN ANY LOCATION, 13. CONTRACTOR SHALL F/I NEW CONTINUOUS SOLID PERIMETER AND CURB WOOD BLOCKING. HEIGHTS TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR TO ACHIEVE PROPER PITCH. MINIMUM BLOCKING SHALL BE 2 x 6. ~ 14, ALL ELECTRICAL WORK IS TO BE PERFORMED BY A LICENSED ELECTRICIAN AND IS TO BE HIRED BYTHE ROOFING CONTRACTOR, PROVIDE UNDERWRITERS CERTIFICATE AT COMPLETION C~F ALL WORK, NEW ¼" DENSDECK (to be set m a layer of para-slik NEW 2" RIGID Isa BOARDS (to be set m a layer of parca-shk d~recily .,. R - VALUE NEW R VALUE iS TO EQUAL OR EXCEED A RATING OF R-24, MODIFY INSULATION DEPTH AB REQUIRED. PARADIENE 20 - FULLY ADHERE- BET IN 311 ADHESIVE PARABASE FS - MECHANICALLY FASTENED TO EXISTING WOOD DECK EXISTING SLOPED WOOD ROOF DECK. SPUD CLEAN AS REQUIRED PRIOR TO THE INSTALLATION OF NEW BASE BHEET ROOF LEGEND ROOF DRAJN - BEE TYPICAL DETAIL AT ALL LOCATIONS. SUPPLY AND INSTALL NEW DRAIN BOWLS AND COVERS. SET AS REQUIRED NEW WASTE PIPE - SEE TYPICAL DETAIL AT ALL ' LOCATIONS. ¢ ' SUPPLY AND INSTALL NEW SKYLIGHTS - UNC NEW ROOFTOP UNIT- SEETYPICAL DBAIL SUPPLY AND INSTALL NEW BILCO ROOF HATCH" -TYPICAL AT ALL LOCATIONS SEE TYPICAL DBAIL FOR PITCH POCKET FLASHINGS. SEE TYPICAL CONDUIT DETAIL FOR FLASHINGS. LOCATIONS WHERE NEW SIPLAST ROOFING SYSTEM ISTO BE INSTALLED. LOCATIONS WHERE NEW ROOF MOUNTED H.V.A.C, DUCT WORK IS TO BE INSTALLED. FOR ADDITIONAL INFORMATION REFER TO "M" DRAWINGS, CONTRACTOR iS REQUIRED TO INFILL EXISTING ROOF PENETRATION / OPENINGS WiTH NEW CONSTRUCTION TO MATCH, NEW ROOF PATCH , SHALL ALIGN WITH EXISTING SURROUNDINGS. LINE OF NEW MASONRY WALL BELOW G ® ® ® FIELD 8 FASTENERS PER BOARD (1 FASTENER PER 2 sq,,, ft.) PERIMETER 12 FASTENERS PER BOARD ROOF CROSS SECTION DETAIL EXISTING SLOPED METAL DECK ROOF AREA B AS PER TABLE 802.2(2) OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE - THE MINIMUM AVERAGE R VALUE SHALL BE R-24 U.N.O. WEIGHT OF EXISTING ROOFING SYSTEM THAT IS TO BE REMOVED 5.5 lb/st WEIGHT OF NEW ROOFING SYSTEM THAT IS TO BE INSTALLED 4.4 lb/si FIRE PROTECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 14 OF THE FIRE CODE OF NEW YORK STATE. NOTE: CONTRACTOR IS REQUIRED TO REMOVE EXISTING BUILT UP ROOFING SYSTEM DOWN TO SLOPED WOOD DECK. DISPOSE OF ALL WASTE OFF SITE. PREP AND PATCH WOOD AS REQUIRED DECK TO RECEIVE NEW ROOFING SYSTEM. L F_ _ 6,, CORNER 15 FASTENERS PER BOARD DETAIL aa INSULATION FASTENING PATTERN 4' x 4 PANEL SiZE SCALE: 1/2" = 1' 0" EXISTING CONDITIONS J J STRUCTURAL DECK INSULATION FASTENING MEMBRANE BITUMEN SURFACE FLASHING COMMENTS REMOVE EXISTING BUILT UP ROOFING SYSTEM INCLUDING ALL INSULATION DOWN TO EXISTING SLOPED WOOD DECK. PROPOSED VAPOR BARRIER BI I I 1'1'1 I I INSULATION INSTALLATION INSULATION FASTENING BASE SHEET BASE SHEET FASTENING ',AEMBRA'NE MEMBRANE ATTACHMENT FLASHING GUARANTEE TYPE 25 YEAR FULL SYSTEM NDL GUARANTEE COMMENTS pROVIDE TEMPORARY F LABElINgS AT ALL WALLS, PENETRATIONS AND PIPES, IAI IGA A-108 b 90-mil THICK Sure-Seal EPDM - FULLY ADHERE ~ DENSDECK PRIME FULLY ADHERE Sure-Seal POLY-ISOCYANURATE Bz'' SLOPE TO DRAIN DIRECT ADHESION TO MEMBRANE CARLISLE 725 TR VAPOR BARRIER FULLY ADHERE ' DENSDECK PRIME - MECHANICALLY FASTEN R VALUE NEW R-VALUE IS TO EQUAL EXCEED A RATING OF R 24. NOTE: ~' DENS-DECK PRIME BELOW VAPOR BARRIER IS NOT REQUIRED ON CONCRETE DECK LOCATIONS. EXISTING TECTUM/ CONCRETE / METAL ROOF DECK, SEE PLAN FOR ALL VARYING LOCATIONS. ALTERNATE 2 ROOF CROSS SECTION DETAIL E.P.D.M. ROOFING SURFACE AS PER TABLE 802.2(2) OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE - THE MINIMUM AVERAGE R VALUE SHALL BE R-24 U.N.O. WEIGHT OF EXISTING ROOFING SYSTEM THAT IS TO BE REMOVED 5.5 Ib/sl WEIGHT OF blEW ROOFING SYSTEM THAT IS TO BE INSTAl.LED !b/si FIRE PROTECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 14 OF THE FIRE CODE OF NEW YORK STATE. j NOTE: ALL NEW GRAVEL STOPS AND ALUMINUM COPING HEIGHTS ARE TO BE THE SAME HEIGHT. CONTRACTOR IS TO MODIFY NEW WOOD BLOCKING AS REQUIRED 1'O MAINTAIN A CONSTANT LEVEL. 80-mil THICK Sure-Weld REINFORCED MEMBRANE - FULLY ADHERE ~" DENSDECK PRIME - FULLY ADHERE Sure-Seal POLY-ISOCYANURATE : - ~" SLOPE TO DRAIN- DIRECT ADHESION TO MEMBRANE CARLISLE 725 TR VAPOR BARRIER FULLY ADHERE ~ DENSDECK PRIME - MECHANICALLY FASTEN IR - VALUE NOTE: ¢' DENS DECK PRIME BELOW VAPOR BARRIER IS NOT REQUIRED ON CONCRETE DECK LOCAtiONS, EXISTING TECTUM/ CONCRE[E / METAL ROOF DECK. SEE PLAN FOR ALL VARYING LOCATIONS. ALTERNATE 3 ROOF CROSS SECTION DETAIL T.P.O. ROOFING SURFACE AS PER TABLE 802.2(2) OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE - THE MINIMUM AVERAGE R VALUE SHALL BE R-24 U.N.O. WEIGHT OF EXISTING ROOFING SYSTEM THAT IS TO BE REMOVED 5,5 lb/si WEIGHT OF NEW ROOFING SYSTEM THAT IS TO BE INSTALLED 4,4 lb/si FIRE PROTECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 14 OF THE FIRE CODE OF NEW YORK STATE. NOTE: ALL NEW GRAVEL STOPS AND ALUMINUM COPING HEIGHTS ARE TO BE THE SAME HEIGHT. CONTRACTOR IS TO MODIFY NEW WOOD BLOCKING AS REQUIRED TO MAINTAIN A CONSTANT LEVEL. ROOFING ALTERNATES ALTERNATE. 1 ALTERNATE. 2 ALTERNATE. 3 NEW MODIFIED BITUMEN ROOFING SYSTEM E,P D,M, RUBBER ROOFING SYSTEM T,P.O, ROOFING SYSTEM N GTE: ALL FLASHING, BLOCKING, INSULATION, ETC SHOWN WITHIN THIS SET WILL BE THE SAME FOR ALL BASE BIDS. CONTRACTOR IS REQUIRED MODIFY CAP SH£EfS ONLY. J CAST IRON STRAINER DOME CLAMP COLLAR TOP SErf DECK PLATE STEEL ROOF DECK DRAIN ASSEMBLY ORDER GENERAL CONTRACTOR IS REQUIRED TO CUT OPENING INTO ROOF DECK TO ALLOW NEW DECK PLATE INSTALLAHON FASTEN DRAIN BODY TO DEC K ELATE AND INSTALL BODY/PLATE ASSEMBLY INTO PRECUT ROOF DECK AND SECU RE WITH SELF~APPING SCREWS. FURNISH AND INSTALL ALL REQUIRED INSULATION] ROOFING AND FLASHING UPON COMPLEtiON G.C. SHALL SECURE CLAMP COLLAR AEACH DOME TO CLAMP COLLAR, tYPICAL FOR ALL NEW ROOF DRAIN INSTALLATIONS. CAST IRON DRAIN BODY REFER TO ROOF DRAIN DETAIL FOR ROOFING AND FLASHING INFORMATION DRAIN INSTALLATION DETAIL METALDECK ENTIRE ROOF DRAIN ASSEMBLY IS TO BE PROVIDED BY A LICENSED PLUMBE~ HIRED BY THE G.C, ROOF DRAIN NOTES: 1, NEW ROOF DRAINS SHALL BEZURNOREQUALMODEL'i~O, Z100 EARCIS"f]W/CASTIRONBODYAND MATCHING STRAINER 2. INTERIOR DRAIN LINES SHALL BE 3" O NO HUB, CA~T IRON I.[N ES W/CLEAN OUTS A,T, ALL BENDS AND CHANGES IN DIRECTION. EXTEND 3" LINES 5'-0' FR~/~ BUILDING AND COUPLE TO 6 O PVC LINE AT THAT SEALANT CLAMP WATERTIGHT UMBRELLA NEW WOOD BLOCKING FURNISH AND INSTALL NEW WOOD BLOCKING, CONTRACTOR IS VERIFY ACTUAL DEPTH IN FIELD. FASTEN ALL BLOCKING BACK TO EXISTING DECK WITH (2) ¢' EXPANSION BOLTS STAGGERED @ 16"O,C, SEALANT LEAD FLANGE (pnme& set In masBc) PARADIENE 30 FR (fully adhere, prepare granule surfaces) PARADIENE 2B EG (nail lo wood surface, Idly adhere to cant and roof surface areas( PARADIBNE 20 EG (fully adhered, set In 311 adhesive) PARABASE FS (mechanically lesioned fo extsling wood deck) PITCH POCKET DETAIL SLOPED WOOD DECK PITCH POCKET NOTES: PR-10ET PLASTIC CEMENT AND PR-1125 PRIMER ARE REQUIRED WHERE MASrlC AND PRIMER ARE INDICATED. 2. ALL METAL FLASHINGS MUST BE FULLY FLANGED AND~SOLDERED. NOTE: ALL BOLTED CONNECTIONS ARE TO COVERED WITH MASTIC CONTRACTOR SHALL THROUGHOUT. ENSURE A WATERTIGHT CONNECTION ALL CONNECTIONS i INSTALLED IN A BED OF MASTrc AND SHALL BE SECURED AS PER MANUFACTURERS SPECIFICATIONS, II II II II II NEW ROOF TOP DUCT SUPPORTS (TYPE B). FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY G.C. ALUMINUM VERAL I I NOTE, REFER TO ROOF SECTIONS FOR ALL REQUIREMENTS ADDITIONAL ROOFING ROOF TOP DUCT SUPPORT FRAME B DETAIL METAL DECK NOTE: IN LOCATIONS WHERE SUPPORTS ARE TO BE INSTALLED ON EXISTING ROOF SURFACE, CONTRACTOR SHALL PROVIDE NEW FLASHING & PATCHING TO MATCH EXISTING ROOFING MATERrAL, ALL CURRENT WARRANTIES MUST BE MAINTAINED, ALL ROOFING WORK SHALL BE BY A CERTIFIED AND EXPERIENCED ROOFING CONTRACTOR FAMILIAR WITH EACH ROOF SYSTEM TYPICAL INSTALLATION NOTES: HVAC CONTRACTOR SHALL MARX OUT OPENING FOR NEW ROOF FAN CURB. GC SHAEL CUT EXISTING ROOF - DOWN TO STRUCTURAL DECK. 2. GC SHALL REMOVE BUR AND INSULATION. IN CASES WHERE EXISTING BUILT UP ROOFING IS FULLY ADHERED TO EXISTING STRUCTURAL ROOF DECK AND NO INSULATION BOARD EXISTS BETWEEN BUR AND ROOF DECKING, NEW ROOF CURB SHALL SiT ON EXISTING BUR. 3. @C SHRLL SPUD CLEAN EXISTIN @ GRAVEL SLAG PRESENT IN EXISTIN 0 BUR. 4 @ C. SHALL SET NEW ROOF CURB ON NEW 2 x B BLOCKING. CC SHALL ANCHOR BLOCKING TO DECK. 5. GC SHALL F/I SOLID WOOD 2 x 6 BLOCKING FOR CURB TO SIT ON. G.C. SHALL F/I NEW RIGID INSULATION BOARD TO INEILL AROUND NEW BLOCKING. SET BLOCKING IN BED OF MASTIC AND STRIP OFF BLOCKING W/ 12" WIDE STRIP IN PLY OF ROOHNO MATERIAL. B. PROVIDE TAPERED ED@E STRIP TO ACHIEVE POSITIVE DRAINAGE AWAY FROM NEW CURB. 7. VERIFY W/OWNER IF ANY ROOF WARRANTIES CURRENTLY EXIST. IF ROOF WARRANTY IS IN PLACE, ROOFING SU@CONTRACTOR SHALL BE CERTIFIED IN SAID ROOFING SYSTEM PRIOR TO COMPLETING ROOF FLASHING WORK. B. D.C. SHALL PROVIDE TO THE OWNER A LETTER VERIFYING THAT NO ROOF WARRANTY HAS BEEN RENDERED VOID AS A RESULT OF IMPROPER FLASHING TECHNIQUES, G.C. SHALL FLASH ROOF IN ACCORDANCE W/MFG. RECOMMENDATIONS, COUNTER FLASHING fasten approx. 1~' o.c ) NEW WOOD BLOCKING DOWN TO EXISTING DECK EXISTING ROOF DECK TO BE REMOVED BY THE G.C, TO ALLOW FOR THE PROPER INSTALLATION OF NEW ROOF TOP UNRB, FRAME OUT NEW OPENINGS (2) 2"xl 0" WOOD JOISTS, PROVIDE ALL REQUIRED JOIST HANGERS AND FASTEN BACK TO EXISTING WOOD FRAMING EXISTING WOOD ROOF JOISTS, VERIFY ACTUAL LOCATION IN FIELD, COORDINATE ALL OPENINGS TO FALL BETWEEN EXISTING JOISTS, NEW CURB AS SPECIFIED ALUMINUM VERAL (torch 1o prepared surfaces & fasten 9" o,c,) PARADIENE 30 (fully adhere, prepare granule surfaces) PARADIENE 20 (nail lo wood sudace, fulJy adhere la cam and root surface areas) PARADIENE 20 (2 LAYERS) (~o be set in a layer of para slik) DIENE 20 VAPOR BARRIER (fully c~dhered, sol In 311 adhesive) PARABASE FS (mechamcally lesioned fo existing wood deck) DETAIL AT NEW ROOF CURBS SLOPED WOOD DECK LIGHT MECHANICAL UNIT (prolecl fram all damage) OVERHEAD VIEW GENERAL CONDUIT NOTES: 1. THE BRACKETS SHOULD RETAIN THE PiPE IN A MANNER TO ALLOW FOR MOVEMENT WITHOUT BINDING, 2, THE SUPPORTS SHOULD BE SPACED AT INTERVALS TO MAINTAIN A STRAIGHT CONTINUITY OF THE PIPE LINE, 3 PARATREAD SHOULD BE APPLIED IN A FULL BED OF PA 1021 PLASTIC CEMENT, TRAFBLOC SHOULD BE APPUED USING TRAFBLOC TAPE IN STRIPS ON ENDS AND SPACED ON 6 INCH CENTERS, (4"x4" min.) / TRAFBLOC (adhere 1o roof surface see note #3 below) NOTE: PROVIDE 4" MIN, COVERAGE AROUND ALL SIDES OF NEW BLOCKING. SIDE VIEW SECTION MOUNTED DETAIL Isee note #3 below for all tnformaRan) MODIFIED BITUMEN SYSTEM SUBSTRATE ASSEMBLY NDUIT FLEECE INSTALLATION AROUND ALL STEEL LOCATIONS. PROVIDE COTS AS REQUIRED VERIFY ALL SIZES IN FIELD, FLEECE CUTTING RECOMMENDATIONS FOR eLL NEW STEEL BEAM LOCATIONS, PARAPRO FLASHING MEMBRANE J EXISTING SLOPED WOOD NEW WOOD BLOCKING DOWN TO DECK. FLEECE INSTALLATION AROUND NEW ROOF VENT LOCATIONS. NOTE MODIFY EXISTING EXTERIOR DUCT INSULATION AS REQUIRED TO INSTALL NEW PARAPRO FLASHING. EXISTING H.V.A.C. PENETRATION OR STEEL DUNNAGE SURFACE Iprep to ensure proper adhesion and, protect from all damage) PARAPRO FLASHING MEMBRANE (fully adhere to exBting chimney and 1o all roof area~) NOTE: REFER TO SIPLAST PREPARATION GUIDELINES FOR PROPER SURFACE TREATMENT OF ALL MATERIALS PRIOR TO THE APPLICATION OF THE PARAPRO FLASHING. NOTE: g.C, IS TO ENSURE MINIMUM PARAPRO COVERAGES ALONG ALL SURFACES. TYPICAL THROUGHOUT. NOTE: REFER TO FLEECE DETAIL BELOW, INSTALLATION DETAIL EXISTING DUCT ADHESIVE (see note #~ below for all informaBon) PARATREAD / TRAFBLOC (adhere to roof surface see note #3 below) NEW REMOVABLE ,050 ALUMINUM CAP WOOD NAILER EQUIPMENT RAIL (contraclor is requtred EXISTING THY-CURB FLASHING DETAIL - LOOSE LAID MEAL DECK H. V,A,C. DU CT LOCATIONS ALUMINUM VERAL (fully adhere to prepared surfoces and fasten @ 9"o.c.) PARADIENE 30 FR ([uJly ad here, prepare granule surfacesl PARADIENE 20 ED (fully adhere Ro ali roof ~urface areas) SEALA (tully adhere, pr~epare granule surfaces) PARADIENE 20 EG (fully adhere fig all roof surface areas) NEW ~' DENSDECK NEW REMOVABLE ,050 ALUMINUM CAP WOOD NAILER NEOPRENE WASFIERS ON ALL FASTENERS ~MENT RAIL (canlractar ~s required 1o dispose of ex@Tng thy-curbs, furmsh and Inslall new thy-curbs fn all ' IocaRans. all new curbs are 1o rated for proper load applJcaRon.) NEW SOLID BLOCKING G.C IS FASTEN TO DECK AND MATCH THICKNESS OF NEW ROOFING SYSTEM. VERIFY IN PIELD. NOTE: j CONTRACTOR IS REQUIRED TO TEMPORALLY SUPPORT ALL EXISTING DUCTWORK AS REQUIRED TO ALLOW FOR PROPER THY CURB FLASHING. PROTECT ALL EXISTING / REMAINING SURFACE FROM DAMAGE, ANY DAMAGE IS TO BE REPAIRED J AT THE SOLE EXPENSE TO THE CONTRACTOR. EXISTING THY-CURB FLASHING DETAIL - FASTENED TO DECK SLOPED WOOD DECK R.T.U, AND H.V.A C. DUCT LOCATIONS I. GENEFRAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUPPLY AND INSTALLATION OF TREATED WOOD BLOCKING & FLASHING AT ALL EXISTING THY CURBS. 2, EXISTING DUCTWORK MUST BE MAINTAINED PROTECT FROM ALL DAMAGE. PROVIDE TEMPORARY SUPPORT AS NEEDED TO ALLOW FOR NEW ROOFING, 3, O,C, SiHALL REFER TO THE ROOF PLANS FOR ALL QUANTIFIES, 4. NEW OURBS MUST BE FASTENED TO THE DECK / STRUCTURE BELOW u3 ~- 0 LLJ t.o © 0 < IGA A-109 EXISTING SURFACE MOUNTED LIGHTS ARE TO REMAIN PROTECT FROM ALL DAMAGE, I NOTE: TAKE CARE DURING DEMOLITION NOT TO I I REMOVE EXISTING EXTERIOR LIGHT AND RELOCATE ONTO EXISTING ROOF. REMOVE / RELOCATE EXISTING SURFACE MOUNTED CONDUIT. ALL ELECTRICAL WORK IS TO BE !DBYA LICENSED ELECTRICIAN. CONTRACTOR IS REQUIRED TO REMOVE EXISTING BOT'LE RETURN INCLUDING ALL ASSOCIATED FOOTINGS AND SI~UCTURE. FILL ALL VOIDS WITH STRUCTURALLY COMPACTED FILL AND PREP AREA TO RECEIVE NEW FULL DEPTH ASPHALT PATCH, II P - - -I iiI I ii · EXISTING PRECAST AND CORNICE TO BE COMPLETELY REMOVED FLUSH BACK TO EXISTING MASONRY WALL. PROVIDE TEMPORARY ROOF FLASHING OVER END OF WALL TO KEEP BUILDING WATER TIGHT UNTIL NEW WALL FLASHING AND ROOFINC CAN BE INSTALLED. EXISTING EXTERIOR DOORS, FRAMES AND SIDELIGHTS TO BE REMOVED IN THEIR ENTIRETY. SEE CONSTRUCTION PLAN FOR NEW WORK. PROVIDE TEMPORARY DOORS FOR SECURITY UNTIL NEW DOORS CAN SE INSTALLED, NO'rE: EXISTING STEEL LINTELS AND STRUCTURE ARE TO REMAIN. TAKE CARE NOT TO DISTURB EXISTING STEEL. CONTRACTOR SHALL CAREFULLY REMOVE ALL FINISHES AND SCRAPE ALL EXPOSED STEEL CLEAN. SAND PRIMP AND PAINT ALL SURFACES WITH TNEMEC PAINT THROUGHOUT. NEW PAINT IS TO BE: PRIMER - ] COAT SERIES 18 ENVlRO-PRIME NYDROPHOBIC ACRYLIC POLYMER EXISTING STRUCTURE. SAW CUlffING NOTE: PRIOR TO ALL SAW CUTS & REMOVAL OF PORTIONS EXISTING MASONRY WALL THE G.C. VERIFY LOCATIONS OF EXISTING STEEL STRUCTURE. TAKE CARE NOT TO DAMAGE EXISTING STEEL. PROVIDE ALL REG. STRUCTURE & TEMPORARY SHORING WHILE CUTtiNG IN NEW SAW CU1TING NOTE: PRIOR, TO ALL. SAW CUTS & REMOVAL OF PORTIONS EXISTING MASONRY WALL THE G.C. VERIFY LOCATIONS OF EXBTING STEEL STRUCTURE. TAKE CARE NOT TO DAMAGE EXI.~TING STEEL PROVIDE ALL REG. ETRUCTURE & TEMPORARY SHORING WHILE CU~'ING IN NEW EAST ELEVATION - DEMOLITION SCALE: 1/4": 1 '-0" ALL NEW SIDING AND TRIM TO BE PRIMED AND PAINTED COLORS AS SELECTED BY OWNER ALL JOINTS ARE TO BE NEATLY CAULKED WITH EAINTABLE SEALANT INTERIOR RECONSTRUCTJON PROJECT @ THE SOUTHOLD IGA NO'rE: CONTRACTOR SHALL SCRAPE CLEAN ALL LOOSE PAINT AND PREP TO RECEIVE NEW PAINT. NEW PRIMER SHALL BE TEE RECOMMENDED BY THE PAINT MANUFACTURER AND SHALL BE APPLIED ALONG ALL -- EXPOSEDMASONRYSURFACES. CONTRACTOR SHALL APPLY NEW FINISH COATS AS MANUFACTURED BY BENJAMIN MOORE. OWNER RESERVES THE RIGHT TO SELECT NEW PAINT COLOR AND PAINT FINISH. TYPICAL THROUGHOUT. NEW 2'~3'' x 7'-6" WALL MOUNTED SIGNS REFER TO DETAIL FOR ALL ADDITIONAL INFORMATION. NEW WINDOWS CONTRACTOR SHALL FURNtSH AND INSTALL NEW THERMALLY BROKEN FIXED WINDOWS AS MANUFACTURED BY ARCHITECTURAL WINDOW. ALUMINUM FINISH SHALL SE SELECTED BY OWNER AND SHALL MATCH NEW ALUMINUM DOOR FINISH, INSTALL NEW FACE BRICK AND LINTEL ABOVE NEW DOOR. REFER TO DETAILS FOR PROPER INSTALLATION AND FLASHING PREP ALL BLOCK RECEIVE NEW PAINT. COLOR IS TO BE BY OWNER. ALL NEW FACE BRICK IS TO MATCH EXISTING AND CONTRACTOR SHALL TOOTH INTO EITHER SIDE OF OPENING. TYPICAL THROUGHOUT. CONTRACTOR IS REQUIRED TO CUT IN NEW COUNTER FLASNING, REFER TO ROOF DETAILS, OPENINg AT i, , 'i i!,, LOCATION WITH: 5½" 18 ga. M ET,~,k STUDS @ 16" C.C. WITH BATE rNBULATION BEFA'E[i~ ~TIJDS AND ~ DENSE, LASS 5,, GOLD BOARQ SHEATH NG (EXTER OR $ DE), j FIBERROCK BO,~(~ 0 (INTER OR SIDE). PREP TO RECEIYE NEW HA~DY,I~AN K BOARD. ALJ~ COLORS AND TRIM A~,~,TQ BE SELECTED BY OWNER. NEW CANOPY INSTALLATION: TYPICAL AT ALL FACE BRICK LOCATIONS NEW LOCATION OF EXISTING BO~LE RETURN MACHINES. CONTRACTOR SHALL PROVIDE NEW ELECTRIC POWER AS REQUIRED. MASONRY REPOINTING CONTRACTOR IS TO REPOINT AND REPLACE ALL CRACKED FACE BRICK. TYPICAL FOR ALL ELEVATIONS, REFER TO DETAILS BELOW FOR ALL INFORMATION. ELECTRICAL CONDUIT RELOCATION REMOVE EXISTING ELECTRICAL CONDIUT5 AND REINSTALL WITH NEW TO MATCH. TYPICAL IN ALL LOCATIONS WHERE NEW AWNING IS TO BE INSTALLED. -- INSTALL NEW C,M.U, BLOCKAND LINTEL ABOVE ALL NEW WINDOWS. REFER TO DETAILS EOR PROPER INSTALLATION AND FLASHING. PREP ALL BLOCK RECEIVE NEW PAINT. COLOR IS TO BE BY OWNER, / / / / / NEW 4rrx4" CORNER TRIM ALL JOINTS TO BE NEATLY CAULKED WITH PAINTABLE SEALANT NEW NARDJETRIM HLD 51ZE VARIES. NEW HARDY PLANK COLUMN COVER. PAINT IS TO BE BY OWNER. MASONRY INFILL CONTRtACTOR B TO PROVIDE NEW FACE BRICK AND MORTAR TO MATCH, ALIGN ALL SURFACES WiTH EXISTING AND TOOTH IN NEW FACE BRICK ON EITHER SIDE OF OPENING. TYPrCAL AT ALL BRICK PATCH LOCATIONS EAST ELEVATION CONSTRUCTIONscALE:,,,.,,:¥_o,, INTERIOR RECONSTRUCTION PROJECT @ THE SOUTHOLD IGA PRESSURE WASHING PROCEDURES TYPICAL AT ALL EXISTING FACE BRICK 1. BEGIN PRESSURE WASHING AT NO MORE THAN ] 00psi AT A DISTANCE OP 6 12 INCHES FROM THE SURFACE. 2, GRADUALLY INCREASE PRFSSURE AS NEEDED TO CLEAN THE SURFACE WITHOUT DAMAGING THE MASONRY. 3. MAXIMUM PRESSURE SHALL NOT EXCEED 400psi UNDER ANY CIRCUMSTANCES PRESSURE WASHING MuST NOT BE DONE IF TEMPERATURES ARE EXPECTED TO BE BELOw 40° W~TH 72 HOURS, 5. ONLY NON-IONIC DETERGENT SHOULD BE USED. NOTE: PRIOR TO REMOVAL OF EXISDNG BRICKS THE G C. SHALL SECURE EXISTING FACE BRICKS WITH HELICAL MASONRY TIES @ I B" C.C. ALL TIES ARE TO BE MANUFACTURED BY HOHMANN AND BARNARD. PATCH ALL HOLES WITH COLORED MORTAR TO MATCH, EXISTING FLASHING TO LAP OVER NEW FLASHING CUT SACK EXISTING ~. FLASHING BACK CAULK AND INSTALL NEW TERMINATION BAR FASTEN EVERY HOLE -- NEW ADHESIVE MEMBRANE SET IN CAULK AT BACK UP WALL REMOVE BRICK INSTALL NEW TO MATCH -- ~1 MIL FABRIC FLASHING SELF ADHESIVE PROOFING NEW GALV. LINTEL SIZE IS TO MATCH EXISTING. PROVIDE A MINIMUM OF 6" BEARING ON EACH SIDE OF MASONRY OPENING. QUADRO-VENT WEEP HOLES 16" C.C. EDGE OF FLASHING TO EXTEND PAST LINTEL BACK-UP WALL DAMP PROOFING WHERE EXISTING BRICK IS REMOVED 1. ALL EXTERIOR BACK UP WALLS ARE TO BE COMPLETELY COATED WITH KARNAK B3AF FIBERED DAMP PROOFING 2, DAMP PROOFING TO BE APPLIED AT A RATE OF 4 GALLONS PER 100sf 3, APPLICATION AROUND DOOR, WINDOW AND LOUVER OPENINGS SHALL BE BY ROLLER TO AVOID OVER SPRAY ONTO INTERIOR SURFACES AND JAMBS. 4. THE REMAINDER IS TO BE SPRAY APPDED USING A HEAVY DUTY AIRLESS SPRAY PUMP AND HEAVY DUTY GUNS AND NOZZLES. 5. WALL MUST BE DRY AND FREE FROM DUST PRIOR TO APPLICATION OF 83AF. 6, ALLOW TO DRY FOR 24 HOURS. BRICK REPOINTING LEGEND TYPICAL LINTEL REPLACEMENT: REMOVE EXISTING FACE BRICK AND EXISTING STEEL LINTEL SEE DETAIL THIS SHEET, F/I NEW GALV, STERL LINTEL AS DETAILED. EXISTING WINDOW SIZES VARY, CONTRACTOR IS REQUIRED TO VERIFY ALL SIZES IN F[ELD TYPICAL MASONRY REPOINTING NOTE: CONTRACTOR SHALL SAWCUT AND REPOINT ALL EXISTING WEATHERED JOINTS TOOTH IN NEW MORTAR TO MATCH. TYPICAL AT ALL LOCATIONS NOTED. REMOVE AND REPLACE ALL CRACKED FACE BRICK AS NEEDED. COLOR OF NEW BRICK IS TO MATCH EXISTING, WHERE NEW BRICK IS TO BE INSTALLED CONTRACTOR IS REQUIRED TO MATCH COURSING. PRIOR TO REMOVAL OF BRtCK CONTRACTOR IR TO FURNISH AND INSTALL NEW RFSTORATION ANCHORS AS MFG, BY HOHMANN AND BARNARD - 521RA-S x B' LONG. 24" C.C. x 16" C.C. HOP. OR AS PER MANUFACTURES RECOMMENDATIONS. MORTAR RAKED OUTTO A UNIFORM DEPTH OF I OR UNTIL SOUND MORTAR IS FOUND CARE SHOULD BE TAKFN NOT TO DAMAGE THE EDGES OF THE BRICK TOOL JOINTS TO MATCH EXISTING DO NOT OVER FILL THE JOINT AVOID INCREASINE, THE VISUAL SIZE OF THE JOINT THICKNESS REPOINTING NOTES: 1, SAMPLES OF THE EXISTING MORTAR SHALL BE TAKEN FROM SEVERAL DIFFERENT LOCATIONS. SAMPLES SHALL BE LABORATORY ANALYZED USING WET CHEMICAL ACID DIGESTION TO DETERMINE THE COLOR AND TEXTURE OF THE ORIGINAL SAND. 2 THR NEW SAND SHALL MATCH TNE SAND OF THE HISTORIC MORTAR. 3. THE NEW MORTAR SHALL MATCH THE HISTORIC MORTAR IN COLOR, TEXTURE AND TOOLING. 4, THE NEW MORTAR SHALL HAVE A GREATER VAPOR PERMEABILITY AND HAVE A LOWER COMPRESSIVE STRENGTH THAN THE MASONRY UNITS. 5. THE NEW MORTAR SHALL BE AS VAPOR PERMEABLE AND AS SOFT OR SOFTER IN COMPRESSIVE STRENGTH THAN THE HISTORIC MORTAR 6. SAND FOR REPOINTING SHALL CONFORM TO ASTM Cl 44 TO ASSURE PROPER GRADATION. 7, MORTAR FOR REPOINTING SHALL CONFORM TO AETM 0270, MORTAR FOR UNIT MASONRY. R. ALL MORTAR REPOINTING SHALL BE COMPLETED BY MASONS WITH A MINIMUM OF 5 YEARS EXPERIENCE WITH REPOINTING HISTORIC MASONRY BUILDINGS. BRICK REPLACEMENT NOTES: 1. REMOVE EXISTING BRICK MASONRY WHERE IN DICATED. 2. PROVIDE TEMPORARY SUPPORT FOR REMAINING MASONRY AND REMOVE IN SECTIONS AS REQUIRED. 3, REMOVE ALL PROTRUDING MORTAR FROM THE BACK UP WALL. 4. iNSTALL NEW 14 ga. GALV. MASONRY ANCHORS 16" C.C. IN EACH DIRECTION. 5. PRIME THE BACK UP WALL WITH DAMP PROOFING (SEE DAMP PROOFING NOTES} 6. INSTALL NEW BRICK AND MORTAR, BRICK, MORTAR, AND COURSING TO MATCH EXISTING. 7. NEW BRICK IS TO BE TOOTHED INTO EXISTING BRICK UNLESS A JOINT IS SPECIFICALLY CALLED FOR. 8 PROVIDE 40 MIL EPDM FLASHING WHERE INDICATED. 9. PROVIDE 3/8" x 1 1J2" x 3 1/2" RECTANGULAR PLASTIC WEEP HOLES 16" C.C. WHERE NOTED. LINTEL REPLACEMENT NOTES: I. REMOVE EXISTING BRICK FROM LINTEL, TEMPORARILY SUPPORT MASONRY AS REQUIRED. 2. REMOVE EXISTING LINTEL. (LOOSE OR HUNG) 3, CLEAN AND PRIME THE BACK UP WALL WITH DAMP PROOFING (SEE DAMP PROOFING NOTES} 4, INSTALL NEW LINTEL, LOOSE OR HUNG. (WELD OR BOLT AS REQUIRED} S. ALL NEW LINTELS ARE TO BE HOT DIPPED GALVANIZED STEEL, 6, INSTALL NEVV BRICK AND MORTAR. BRICK, MORTAR, AND COURSING TO MATCH EXISTING. 7. NEW BRICK IS TO BE TOOTHED INTO EXISTING BRICK UNLESS A JOINT B SPECIFICALLY CALLED FOR. PROVIDE 40 MIL EPDM FLASHING WHERE INDICATED. 9. PROVIDE 3/B"x I l/2"x 3 1/2" RECTANGULAR PLASTIC WEEP HOLES 16" O,C. WHERE NOTED, 10. WHERE MASONRY IS TO BE REMOVED OR REPAIRED OVER A LINTEL AND THE LINTEL IS TO REMAIN, THE LINTELS ARE TO BE SCRAPED, PRIMED WITH FERROX AND EWO LINTEL REPLACEMENT DETAIL REPOINTING DETAIL M_ COATSOECONLUXBS00SER,ESSTRELQUARBPA,NT. N,T.S. FULL SCALE III ~ O Z ZZ) LU bO _0 < LIJ 7 © 0 X < © © IOA A-201 F -- EXISTING EXTERIOR DOORS, FRAMES AND SIDELIGHTS TO BE REMOVED IN THEIR ENTIRETY. SEE CONSTRUCTION PLAN FOR NEW WOBK, PROVIDE TEMPORARY DOORS FOR SECURITY UNTIL NEW DOORS CAN BE INSTALLED, NOTE: EXISTING STEEL LINTELS AND STRUCTURE ARE TO REMAIN TAKE CARE NOTTO DISTURB EXISTING STEEL. CONTRACTOR SHALL CAREFULLY REMOVE ALL FINISHES AND SCRAPE ALL EXPOSED STEEL CLEAN. SAND PRIME AND TAINT ALL SURFACES WITH TNEMEC PAINT THROUGHOUT. NEW PAINT ISTO BE: PRIMER- ] COAT SERIES 1B ENVlRO-PRIME HYDROPHOBIC ACRYLIC POLYMER AND SIDING CONTRACTOR SHALL SCRAPE CLEAN ALL EXISTING STRUCTURE AND PREP FOR NEW PAINT. D'PICAL IN ALL LOCATIONS THIS ELEVATION VENT, FRAME AND SCREEN. PREP OPENING TO RECEIVE NEW VENT, TYPICAL IN BOTH VENT LOCATIONS. I NOTE: CONTRACTOR IS REQUIRED TO REMOVE UPPER WALL INCLUDING ALL ASSOCIATED STRUCTURE AND ROOFING ABOVE ELEVATION 10L8'r DISPOSE OF ALL WASTE OFF SITE, PREP LOWER WALL TO RECEIVE NEW WALL CONSTRUCTION, NOTE: ALL EXPOSED MASONRY BACK UP WALLS ABE TO RECEIVE KARNAK 83AF SPRAY GRADE DAMP PROOFING ON FACE, REMOVE EXCESS MORTAR OFF BACK UP WALL PRIOR TO APPLYING NEW KARNAK, Ill II I ~l CONTRACTOR IS REQUIRED TO REMOVE ALL EXISTING NON JUMBO FACE B@CK ALONG ALL ELEVATIONS. DISPOSE OF ALL WASTE OFF SITE. EXISTING RACK WALL IS TO REMAIN. PROTECT FROM ALL DAMAGE PREP EXISTING WALL AS REQUIRED TO RECEIVE NEW EXTERIOR FINISHES. IN LOCATION5 WHERE NEW FACE BRICK IS TO BE INSTALLED THE CONTRACTOR SHALL PROVIDE :fl: 345 CORRUGATED BUCK ANCHORS @ 16" O.C. VERTICALLY AND 24" HORIZONTALLY ALONG ENTIRE BACKUP WALL. ALL ANCHORS ARETO BE HOT DIP GALVANIZED AS MANUFACTURED BY HOHMANN AND BARNARD. TYPICAL THROUGHOUT. -- EXISTING CANVAS OVERHANG TO BE COMPLETELY REMOVED SEE CONSTRUCTION pLAN FOR ADDITIONAL INFO. Jb -L -L 4 TOP OF EXISTING MASONRY WALL ELEV. [ +15'- 2" ] uJ ~0~_-_ ~- ~ ~ ~ ~' REMOVAL ~ ~ ~ OF EXISTING MASO,~,N R Y WA kk,~_ ELEV. [ 10'- 8" ] I REMOVE EXISTING VENT, FRAME AND SCREEN. PREP OPENING TO RECEIVE NEW VENT. TYPICAL IN ALL LOCAtiONS. I NOTE: , I ALL EXISTING STEEL LINTELS ARE REQUIRED PRIMED AND PAIN1 ED. COLOR IS TO MATCH EXISTING. TYPICAL AT ALL EXISTING VENT LOCATIONS -ALL EXISTING WINDOWS AND ASSOCIATED WOOD BLOCKJNG ARETO BE REMAIN IN THEIR ENTIRETY, EXISTING MASONRY / WALL OPENINGS ARE TO BE MODIFIED AS NEEDED TO ACCEPT NEW FINISNES. CONTRACTOR SHALL PROVIDE ALL SAW CUTS AS NEEDED. PATCH ALL AREAS AS NEEDED TO MATCH SURROUNDINGS. -- EXISTING EXTERIOR DOORS, FRAMES AND SIDELIGHTS TO BE REMOVED IN THEIR ENTIRETY. SEE CONSTRUCTION PLAN FOR NEW WORK. PROVIDE TEMPORARY DOORS FOR SECURITY UNTIL NEW DOORS CAN BE INSTALLED. WORKTO BE PERFORMED DURING THE SUMMER MONTHS. NORTH ELEVATION - DEMOLTION INTERIOR RECONSTRUCTION PROJECT @ THE SOUTNOLD CONTRACTOR IS REQUIRED TO INFILL MASONRY OPENING AT EXISTING ENTRANCE VESTIBULE LOCATION WITH: 5~' 18 ga, METAL STUDS @ 16" O.C. WITH BATf INSULATION BETWEEN STUDS AND ~" DENSGLASS GOLD BOARD SHEATHING (EXTERIOR SIDE), ~" FIBEBROCK BOARD (INTERIOR SIDE). PREP TO RECEIVE NEW HARDY PLANK BOARD. ALL COLORS AND TRIM ABE TO BE SELECTED BY OWNER. NEW 6'r WIDE HARDIETRIM NLD 3/4" RUSTIC GRAIN pLANKS -- NEW 12J", MOULDING /4" RUSTIC GRAIN WINDOW TRIM. TYPICAL AROUND ENTIRE COLUMN PERIMETER. INSTALLATION: NEW CANVAS WRAPPED PREFABRICATED SUSPENDED CANOPY, WITH BUILTH N SUPPORT TUBES AS MANUFAOTURED BY ARCHITECTURAL SYSTEMS, INC. OR APPROVED EQUAL PROVIDE DETAILED SHOP DRAWINGS, INCLUDING ALL LOADING DIAGRAMS AND FASTENING DETAILS. EXISTING WALL REMOVE ALL SURFACE TREATMENTS U.O.N. PATCH ALL HOLES AND OPENINGS AND PREP TO RECEIVE NEW HARDY PLANK BOARD. ALL COLORS AND TRIM ARE TO RE SELECTED BY OWNER. -- ALL NEW SIDING AND TRIM TO BE PRIMED AND PAINTED COLORS AS SELECTED BY OWNER ALL JOINTS ARE TO BE NEATLY CAULKED WITH PAINTABLE SEALANT NEW 4' x4" CORNER TRIM ALL JOINTS TO BE NEATLY CAULKED WITH PAINTABLE SEALANT NEW HARDIETRIM NLD SIZE VARIES. NEW ~" MOULDING -- NEW 1~" MOULDING NEW 6" WIDE HARDIETRIM HLD I NOTE FOUR NEW WINDOW ASSEMBLY DETAILS AND INFORMATION REFER TO WINDOW SCHEDULE. NEW HARDY pLANK COLUMN COVER AS,SEMBLY, PAINT IS TO BE BY OWNER, ~ARDIETRIM HLD 3/4" RUSTIC GRAIN WINDOW TRIM. TYPICAL AROUND ENTIRE WINDOW PERIMETER MASONRY REPOINTING J CONTRACTOB IS TO REPOINT AND REPLACE ALL CRACKED FACE BRICK. TYPICAL FOR ALL ELEVATIONS. REFER TO DETAILS BELOW FOR ALL INFORMATION. ELECTRICAL CONDUIT RELOCATION REMOVE EXISTING ELECTRICAL CONDiUTS AND REINSTALL WITH NEW TO MATCH, TYPICAL IN ALL LOCATIONS W HEB!E NEW AWNING IS TO BE INSTALLED. O O FURNISH AND INSTALL NEW ALUMINUM VENT AND SCREEN, FINISH SHALL BE SELECTED BY OWNER. SIZE SHALL MATCH EXISTING. JVERIFY IN FIELD). TYPICAL IN ALL THREE VENT LOCATIONS. NEW CONTROL JOINTS ARE TO BE CENTERED WITHI~J ,M~O~BY PIERS. TYPICAL THRd~I~iJOUT. SIGNS. REFER TO DEJ~IL FOR ALL ADDITIONAL INFORMATION. INOTE CONTRACTOR IS REQUIRED TO MATCH EXISTING BRICK TYPE, COLOR AND COURSING. TYPICAL THROUGHOUT. SCALE' 1/4"-- kLUMINUM C@CLE VENT AND SCREEN, FINISH SHALL BE SELECTED BY OWNER. SIZE SHALL MATCH EXISTING. )VERIFY IN FIELD), TYPICAL IN ALL THREE VENT LOCATIONS. !1 SEE ROOF PLAN FOR DETAIL AT ROOF EDGE GRAVEL STOP -- INSTALL NEW BULL HEADER BRICK COURSE AT THIS LOCATION TO MATCH EXISTING TYPICAL. CONTRACTOR IS REQUIRED TO [NS]ALL NEW JACK ARCHES AT ALL WINDOW LOCATIONS DEPTH OF NEW ARCHES IS TO MATCH FOUR COURSES OF BRICK. )+/- NEW MASONRY PATERN e ELEV. [ 8'-0"1 NEW MASONRY PATERN e ELEV. [ 3'- 4" ] -- FOR ALL DECORATIVE WALL SCONCES REFER TO "E' DRAWINGS. INSTALL ALL LIGHTS AT CENTERDNE OF ALL MASONRY PREPS WIDTH OF NEW SILL IS TO MATCH 7HE WIDTH OF TWO BRICK COURSES, (+/-B") REFER TO PRECAST SILL DETAILS ON WINDOW DETAIL SHEET. TYPICAL FOR ALL SILL LOCATIONS NEW PRECAST WINDOW SILL IS TO BE SLOPED AWAY FROM WINDOW FACE. SEE DETAIL. NORTH ELEVATION CONSTRUCTION SCALE: 1/4": 1'-0" BLIND NAIL NOTES I, PRECAST CONCRE'E BAND SHALL BE 6,0~0 PSi MIN WITH SMOOTH FINISH 2 PROVIDE FULL LENGTH PIECES BETWEEN ALL WINDOWS AND AT SILL LOCATIONS CHAMFER EDGES AT ALL DOOR MASONRY OPENINGS PROVIDE BAND WiTH PRE MADE INTERNAL AND EXTERNAL CORNERS, NO FILED MITERS WILL BE PERMITTED, PRECAST DETAILS INTERIOR RECONSTRUCTION PROJECT @ THE SOUTNOLD IGA HARDIEPLANK NOTES: 1. ALL NEW HARDIE PLANK SIDING AND TRIM SHALL BE PROVIDED WITH FACTORY APPLIED PRIMER. 2, ALL NEW HARDIE PLANK SIDING AND TRIM SHALL BE PAINTED WITH 100% PERCENT ACRYLIC TOP COAT AS PER THE MANUFACTURERS RECOMMENDATIONS. 3, ALL NEW HARDIE PLANK SIDING AND TRIM SHALL BE CAULKED AS RECOMMENDED BY THE MANUFACTURER. 4. ALL INSTALLATION DETAILS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS LATEST PROCEDURES, 5, ALL MATERIALS SHALL BE CUT USING BEST RECOMMEDED METHODS, HAND HELD SHEARS OR SCORE AND SNAP. NO HIGH SPEED SAWS ARE TO BE USED TO OUT MATERIALS, ALL MATERIAL SHALL BE CUT OUTDOORS, G c IS REQUIRED TO SLOPE SILL AWAY FROM FACE OF WINDOW, REFER TO DETAIL THIS SHEET FOR ALL DIMENSIONS TYPICAL IN ALL PRECAST BANDS, LINE OF NEW FACE BRICK Il 1 BRICK WIDTH 4½" 8 5_. ¢-I' oo :3 CONTINU GUS REBAR. TYPICAL IN ALL PRECAST BANDS WINDOW TYPES A AND B. SILL ELEVATION SCALE: 3" = 1 '-0" 1" FROM PLANK TOP AND 3/8" FROM PLANK EDGE STUD WEATHER-RESISTiVE BARRIER JOINT FLASHING INSTALL pLANKS IN MODERATE CONTACT HARDIEPLANK JOINT TREATMENT DETAIL SCALE N.T.S. SIDING ', MIN, 1 1/4" OVERLAP HARDIEPLANK OVERLAP TREATMENT DETAIL MINIMUM OVERLAP FOR BLIND NAILING SCALE N,T,S, NEW ~rr DENSGLASS GOLD BOARD FASTEN BACK TO EXISTING BACKUP WALL. WEATHER RESISTIVE BARRIER #15 BUILDING PAPER. NEW 5 I/4" W HARDIE PLANK 5/I 6" SELECT CEDARMILL LAP SIDING 4" EXPOSURE WITH MINIMUM I]/4' OVERLAP, DO NOT CAULK FLASHING I ½" TRIM AS MFGD. BY DYKES LUMBER. PROVIDE ALL REQUIRED BLOCKING. SEE ELEVATION HARDIETRIM HLD 3 GRAIN PLANKS SIZE VARIES SHIM BEHIND TRIM IF REQUIRED NEW 1/2" DENSGLASS GOLD BOARD OVER EXISTING STRUCTURE ALL JOINTS TO BE NEATLY CAULKED WITH PAINTABLE SEALANT WEATHER RESISTIVE BARRIER NEW 4" W HARDIETRIM HLD 3/4" RUSTIC GRAIN CORNER TRIM , HARDIEPLANK FLASHING TREATMENT DETAIL SCALE N,T.S, HARDIEPLANK CORNER TRIM TREATMENT DETAIL SCALE N.T.S. O z C) LU oeo z o III IGA A-202 ROOF BLOCKING ALL PERIMETER ROOF BLOCKING IS T? BE A MINIMUM OP 2" x 6" AND SHALL BE ,SECURED WITH ½ COUNTER SUNK ANCHOR BOLTS @ 48 D.C. ALL ANCHOR BOLTS SHALL CONTRACTOR SHALL FURNISH AND INSTALL NEW EXTEND INTO NEW BOND BEAM AND SHALL ALIGN WITH MASONRY ANCHORS AS MANUFACTURED BY ALL VERTICAL MASONRY REAR LOCATIONS, HOHMANN AND BARNARD NEW MASONRY -- ANCHORS ARE TO BE. ' J MASONRY REPOINTING ~ NEW ROOF BLOCKI~NG SHALL BE FASTENED BACK TYPICAL AT ALL NEW MASONRY WALL LOCATIONS, TO MASONRY WITH 5' HOOKED ANCHOR BOLTS @ BELOW FOR ALL INFORMATION. METAL STUD I16 D.C.]. VERIFY REQUIRED LENGTH IN FIELD. J / CONTINUOUS BOND BEAMS ALL CLiP ANGLES ARE TO BE FIELD WELDED TO NEW i SPANDREL BEAMS AND MECHAN CALLY FASTEN ED TO J E~,~ / TOP OF MASONRY ~ ~ ~ ~ ~ I ~ / / / / i TOP Of METAL DECK TOP OF GIRDER E4 I * * Z I I' ELEVm[17'-8II] ELEV' [ + 1 4I--9'I ] a,~DE~E4 I a,~DE~E4 I I I / I I I ELEV.[ ]8L4''] F ELEV.[ 9-4 ] --- -- ~u ~ I ~IRDER~EAM-Sa .... ~l Il J INSTALLNEW FIRERATED S U C DO N O I J ELEV.[+15-' 1" ] ~ J[ Ilj J J J ~~NANDJOINTTIE~48 O.C. HOR. AS ~ I NEWW,N~OWS SHOPPING AREANEwCAN°Py COLU~NCOVERSAT~L~ ,ND,C~T~gFOOT, N~L~WT,ON CONT~ACTO~,S~OT / ' -- J J SHOPPING ~ N~ AND EXISTING PERMI~EDTO UNDERMINE EXISTING FOOTINGS WrTHOUT / J / I I I I I ~ I~Z~:~/,~Z.~%~ -- I CONTRACTORSHALLFURNISHAND ITMI COLUMNLOCADONS. PROPERSHORINQANDUND"RPJNNNG. ALLNEW / ' ~ ~ I I ~ MODIFY/~END~ISTING I lO2 I ~ ~XIS~INg~ LOADBEARINOCMU ~ ST~UCTURALLY COMPACTED FILL PREPTORECEIVEN~ J :~ ' ~;I J ' PIER. PROVIDEBLOCKINGAND I~ EXISTING FINISHED II j ~~l~g~LII nimu j J k J SHALLFILLCORESSOUD~48' C IEC URALS k ~ AR .............................. 18' DEEP FOOTING. TYPICAL THROUGHOUT, UPON ~ ALL REQUIRED TIE BACK STRAPS I ~~',,'L%~,,~b%;~ I J ~ J O.C. AND PROVIDE NEW ~5 OR APPROVED EQUAL PROVIDE H NEW ALUMINUM ~ ALEOW ~O~ P~OPE~ SLA~ IN~TA[~TION. I I I ~ ~ ~ I / I WITH ADJACEN~ SU~EACES. I I [~ ~'] I I I I THROUGHOUT. . " A5 REQUIRED TO INSTALL NEW TOP OF I ....... '", ~%2 ............ I ' J:l,.' ' '; ~ ' - % NEW FOOTINGS [ ~ - ~ APPROVED SUITABLE BEARING MATERIAL I ~f~,f~'l t 7--- p ,LEV. [-I 1'-2", ~ % J VIRGIN SOIL AND OR STRUCTURALLY SECTION A-A , J REFE~ TO 'S" PL~S. TYPIOAL J I ' J .oo~ BLOCKiNg J ( , ,, Z,, IN.ALL NEW CONTINUOUS ANGLE UL DESIGN U905 2 HOUR RATING B~ , 2LNLcPHE~B~ELRT;%%Fs,;Lo.O?%L%~ISNTc~ER~O~T%S~%~F~ L4"X4"X'"WELDEDTOTOPSDEOF CONT.ACTOR iS REQUIRED RUN , ~ r ~L4"X4"X3"~17'-@AFF , BLOCKUPTIGHTTODECKANDFILL L ~ EXTEND INTO NEW BOND BEAM AND SHALL ALIGN WITH J ~ NEW RO~ DECK ~ 17'~" A F F ~ 8 ''' TOP OF NEW J ALL VERTICAL MASONRY REBAR LOCATIONS J ~ ~ TYPICAL FOR ENTIRE LENGTH OF WALL, BOLTS AT 48 O.C.AND WELD TO TOP OF NEW SPANDREL BEAMS I j ~ ~ I I ~ I COLUMN LINE- A ELEV. C+17L4"3 I i ,t J o,=~ ! ,~ J ~ I TOP OF NEW GIRDER ~ TOP OF GIRDER E2 : ~ ~ ~ ~ ~ ~ ~ ~ I~ URH~T~ COnNeCtiON J - J EL~. [ ~1 7'- 4"] I~~;Z' I / ~[ I* ,1 SHOPPING AREA '' , , ,~TFORM[ , , *,OVE NEW DOOR I II CONT]~UOUSALU~I~" ~ ~ I~EL~ATi'¢N= q] I LOCATION, TOOTH-INELEV, [0'- 0"] ~ JNOTE: J - J ~G SYSTEM SHALL ONLY BE J ~ ~[ ~ ATALLEXlSTINGWALLREMOVAL " ~ J' dio. WALLMOUNTED %0] /11 ", NEW LOCATION OF EXlSTING %1 I,E~A,,.~,OT~OT,.O~*,~ J J ~~TMOBI7ATI~NA"~ I ~ ~>/ ~ LOOATION'CONTR*O'O~" II I '~'l J J HANDRAILCOLOR[STO J~ ~ / J I I~ ~ O~ S ECTIO N B- BIIIIIIJl/ll/lllllflllllll~llllllll CIFICATIONS. CONTRACTOR ~~ J ~ I - CORES SOLID WITH MASONRY t ¢ / " SHOPPING AREA ~ [ ~ GROUTe48"o.c. J GIRDERBEAM-2a ~ II I II -- -- S~L~IP~¢~IEc~I~¢I;I/~ ~ ~ ~ ~ / -- ELEV.[+ 3L9''] ;~ ,I I SHOPPING AREA I ~XJST,NO 4~.1/~;'~'¢~2'~; -- ,,"~RJNO~,. I j ~: ~ ALL~W~ASONR, W*LLs. NEW STORAGE AREA 3/16"ANGLES. ~ ~ I / ~ ,, ~ ~MI I I I i E ~ / I I I / 11 TO ALLOW FOR BASE AREA s~.l.o~ ~ ~%~ II aEVATtO~ [ ~ / I / [ BASEMENT AREA ~OU.~*TIO~W*~ ~ ~ [-5'-3"] I ~ / Il / II ...... ~ ....... INS~AL~TION. U~O~ U~ON~X~S~eS~UCTU~E~E~OVA~CO~ACTO~ ' 10~ OF EL . [ 9 11 ] ~ E.END NEWBLOCKWALLTIGHT ~ / < / 'l ~ ~ FOUNDATION INSTALLATION ~o..,o,~.o.c. ~ /:1 '~ TOP OF ELEV PITS~B ~ ALLOW FOR NEW 8 WIDE FOUNDATION WALL GROUTNEWWALLINTOEXISTING ~ B%%~%~;EiNI~' ~ J ~ : ~ . -- EL~.[q3-11 ] ~ PROVIDE NEW ~JJ ,.~.OLDED EXP*N,,O. ,OJNT / SECTION C C CONTRACTOR SHALL PROVIDE TOILET TO I L ET F STORAGE BXJSTING 12" CMU BLOCK WALL IS TO REMAIN, PROTECT FROM ALL DAMAGE, I I/2" dia. RAILING -- 42" ABOVE NOSING ] 1/Z' dla, HAND RAIL -- 84" ABOVE NOSING I" dia. BALUSTERS -- I Ii2" dia, POST -- TOP OF NEW GRAVEL STOP BEYOND SEE ROOF PLAN FOR DETAIL AT ROOF EDGE EXISTING PARAPET WALL IS TO BE REMOVED IN IFS ENTIRETY TO ALLOW NEW STRUCTURE INSTALLATION. SEE PLANS. / NEW 5 ] 5Il 6" SELECT CEDARMILL LAP SIDING. 4" EXPOSURE WITH MINIMUM 1~" OVERLAP. -- NOTE: EXISTING ROOF STRUCTURE IS TO REMAIN. CONTRACTOR IS REQUIRED TO TAKE CARE DURING ALL PHASES OF WORK NOT TO DAMAGE EXISTING STRUCTURE. ANY DAMAGE IS TO BE REPAIRED AT TNB 5OLE EXPENSE TO THE CONTRACTOR. G;- ri- O SHOPPING AREA EXISTING FINiSHED FLOOR ELEVATION [0'-0"] ~G,C. IT TO REMOVE EXISTING CEILINGS IN THEIR ENTIRETY INCLUDING, TILES, GRIDS, TRIM, MOLDINGS, BLACK IRON, ANY AND ALL SUB-CEILINGS ABOVE. CONTRACTOR IS REQUIRED TO REMOVE EXISTING VINYL SIDING FROM ENTIRE FACADE AND DISPOSE OF OFF SITE, PREP EXISTING BACK UP WALL TO RECEIVE NEW ~' DENSGLASS GOLD BOARD. AND HARDY PLANK SIDING, HARDIETRIM HLD 3/4" RUSTIC GRAIN PLANK~, SIZE VARIES. I ½" TRIM AS MFGD. BY DYKES LUMBER, PROVIDE ALL REQUIRED BLOCKING, SEE ELEVATION ALUM 1½" dia. WALL MOUNTED HANDRAIL, SLAB. REFER TO DoOR INEILL DETAIL ON ~HEET A-501 FOR ALL REQUIREMENTS, BASEMENT AR EA EXISTING BASEMENT ELEVATION [-9'-11"] SECTION D-D INTERIOR RECONSTRUCTION PROJECT @ THE SOUTHOLD IGA SECTION E-E TOP OF MASONRY INSTALL NEW CONTINUOUS ANGLR L4"x4"x~" ~ 17'-B" A.F,F. BOLT TO WALL WITH B' EXPANSION BOLTS AT 48" O,C,AND WELD TO TOP SIDE OF NEW DECK. TYPICAL FOR ENTIRE LENGTH OF WALL.. ELEV. [ 18'- 0" ] TOP OF METAL DECK ELEV. [ 17'- 8"] TOP OF NEW GIRDER ELEV. [ 18'- 4" ] EXISTING MASONRY FILL TOP 5 COURSES SOLID WITH GROUT. PROVIDE 2-# 5 CONT TOP AND COLUMN LINE PROVIDE EX[ENDED CHORDS TOP AND BOTIOM rr WITH R VERTICAL GAP. ANCHOR TO BEAM FLANGE WITH FAF ANCHORS @ 24" ON CENTER. WALL AS REQUIRED TO FIT AROUND ALL NEW STRUCTURE. COLUMN LINE COLUMN LINE COLUMN LINE PROVIDE :~ 364 - CORRUGATED GRIPSTAY ANCHORS WITH ~ 360 - GRIPSTAY CHANNELS WELDED @ 24" O.C. NOR. ALONG SIDES OF NEW BEAMS. ALL ANCHORS ARE TO BE HOT DIP GALVANIZED A5 MANUFACTURED BY HOHMANN AND BARNARD, TYPICAL THROUGHOUT. CONTRACTOR SHALL FURNISH AND INSTALL NEW MASONRY ANCHORS AS MANUFACTURED BY NOHMANN AND BARNARD. NEW MASONRY ANCHORS ARE TO BE: TRUSS REINFORCEMENT ANCHORS HOT DIPPED GALVANIZED. BNSTALL ALL ANCHORS @ 16" O.C, VERTICALLY TYPICAL AT ALL NEW MASONRY WALL LOCATIONS, NEW 8" CMU ON TOP OF EXISTING. PROVIDE DURAWAL REINF @ 16" OC, REINFORCE W/#5 BARS @ 48" OC, )SCALE /4"= '-0" ROOF TOP OF NEW BOND BEAM ELEV. [ +18'- 0"] TOP OF NEW BO,ND BEAM ELEV. [ ~'1 4'- 8"] ~EV~AL.~..L REMOVAL .......... EV. [ +10'- 8" ] ~ ELEV.[0'-0"] TOP OF EXISTING LOADING DOCK NOTE: CONTRACTOR SHALL SCRAPE CLEAN ALL LOOSE PAINT AND PREP TO RECEIVE NEW PAINT. NEW PRIMER SHALL BE THE RECOMMENDED BY THE PAINT MANUFACTURER AND SHALL BE APPLIED ALONG ALL EXPOSED MASONRY SURFACES. CONTRACTOR SHALL APPLY NEW FINISH COATS AS MANUFACTURED BY BENJAMIN MOORE. OWNER RESERVES THE RIGHT TO SELECT NEW PAINT COLOR AND PAINT FINISH. TYPICAL THROUGHOUT. BUTCHER CENTER FULL HEIGNT, ANCHOR TO CMU WALL WITH SIMPSON PUP ANCHORS @ 24" ON CENTER INTO MORTAR JOINTS BASE TRACK. ANCHOR TO SLAB WITH PAF ANCHORS @ 24' ON CENTER PROVIDE SOLID -- BLOCKING @ B'-0rr A,F.F, TYPICAL AT ALL NEW GYPSUM WALLS. NOTE: CONTRACTOR IS REQUIRED TO REMOVE UPPER WALL INCLUDING ALL ASSOCIATED STRUCTURE AND ROOFING ABOVE ELEVATION 10L8" (OVER LOW ROOF AREA ONLY). DISPOSE OF ALL WASTE OFF SITE. PREP LOWER WALL TO RECEIVE NEW WALL CONSTRUCTION. SHOPPING AREA EXISTING FINISHED FLOOR ELEVATION [0'.01 BASEMENT AREA ELEVATION [-8'-7"] INTERIOR RECONSTRUCTION PROJECT @ THE SOUTHOLD IGA -- CONTRACTO~ IS REQUIRED TO REMOVE ALL EXISTING NO'JUMBO FACE BRECK ALONG ALL ELEVATIONS.DISPOSE OF ALL WASTE OEF SITE. EXISTING B,ACK WALL IS TO REMAIN. PROTECT FROM ALL DAMAGE, PREP EXISTING WALL AS REQUIRED TO RECEIVE NEW EXTERIOR FINISHES IN LOCATIONS WHERE NEW FACE BRICK IS TO BE INSTALLED THE CONTRACTOR SHALL PROVIDE J 845 CORRUGATED BUCK ANCHORS @ 1"50.C. NOTE: ALL EXPOSED MASONRY BACK UP J VERTICALLY AND 24" HORIZONTALLY ALONG ENTIRE WALL5 ARE TO RECEIVE KARNAK B3AF SPRAY J BACKUP WALL. ALL ANCHORS ARE TO BE HOT DiP GRADE DAMP PROOFING ON FACE. REMOVE L GALVANIZED AS MANUFACTURED BY HOHMANN EXCESS MORTAR OFF BACK UP WALL PRIOR AND BARNARD. TYPICAL THROUGHOUT, TO APPLYING NEW KARNAK SCALE: 1/4"= 1'-0" STEEL REINF CAVITY REFER TO THE STRUCTURAL DRAWINGS FOR ALL CONSTRUCTION FOUNDATION, WALLS, BOND BEAM, SLAB, ETC. STEEL REBAR REINFORCEMENT - 12" WALL ASSEMBLY SIMILAR @ ALL OTHER WALL CONSTRUCTIONS SEE PLAN FOR ALL WALL VARIATIONS 4" OUTER WYTHE BRICK / SPLIT FACE AIR SPACE 8" CMU R-7,23 BLOCK DENSlIff 105 Ib/fl TYPICAL AT ALL EXTERIOR WALLS FOR ALL NON RATED WALLS CONTINUOUS 40 MIL EPDM FLASHING REFER TO MASONRY DETAILS FOR ALL LOCATIONS. MORTAR NET MNI0q CONTINUOUS TYPICAL AT ALL FLASHING LOCATIONS QUADRO VENT WEEP HOLES @ 1B" O,C, KARNAK 83AF SPRAY GRADE DAMP PROOFING ON FACE OF ALL NEW CMU BACK UP WALLS, REMOVE EXCESS MORTAR OFF BACK UP WALL PRIOR TO APPLYING NEW KARNAK, ALL EXPOSED COLUMNS AND BEAMS ON EXTERIOR WALL AT CAVITY SIDE SHALL BE PAINTED WITH TNEMEC PAINT No. 457 BLACK ON TOP OF SHOP PRIMER. TOP OF NEW CMU WALL NOTES FOR ALL NON RATED WALLS THERMAFIBER SAFING INSULATION FIRMLY PACKED INTO THE FLUTES OF THE STEEL DECK ABOVE THE WALL OR APPLY THERMAFIBER SMOKE SEAL COMPOUND TO SEAL gAP AT WALL AND DECK SMOKE TIGHT FOR ALL RATED WALLS INSTALL SOAP AND PANCAKE CMU UNITS AS REQUIRED TO MAINTAIN I' MAX, GAP BETWEEN TOP OF WALL AND DECK PROVIDE 3 5/8" THERMAFIBER SAFING INSULATION COMPRESSED 25@ IN THICKNESS AND SLID INTO JOINT OPENING COMPLETELY FILLING GAP BETWEEN WALL AND DECK RECESSED FROM WALL EDGES TO ACCEPT 3/8" TO I/2" rain, THICKNESS OF FJRECODE COMPOUND ON BOFH SIDES OF WALL UL SYSTEM DESJGN NO HW-S-0027 FOR A 2 HOUR RATING STEEL PAINTING NOTES ALL EXPOSED COLUMNS AND BEAMS ON EXTERIOR WALL ON CAVITY SIDE SHALL BE PAINTED W/TNEMEC PAINT NO. 457 BLACK ON TOP OF SHOP PRIMER. ~ ~-- 0 C...) , o ,'h ~0~- z I Illll IIIllllllllllllll I IIIL Illlll IIIlll Illl [llllllll Illlll Illlll Illllllll ' II < O r~ © O IGA A-302 EXISTING WOOD ROOT DECK i pROTECT FROM ALL DAMAGE METAL ROOF DECK NEW CONSTRUCTION PARAOIENE 30 ROOF BLOCKING (fully adhere, prepare ALL PERIMETER ROOF BLOCKING IS TO BE A granule suHaces) MINIMUM OF 2"x 6" AND SHALL BE SECURED ~'- WITH ~" COUNTER SUNK ANCHOR BOLTS @ 48" PARADIENE 20 O.C. ALL ANCHOR BOLTS SHALL EXTEND INTO (fully adBere) / NEW BOND BEAM AND SHALL ALIGN WITH ALL SEALANT / VERTICAL MASONRY REBAR LOCATIONS. PARADIRNE 30 (fully adhere, prepare ' COLUMN LINE COLUMN LINE NEW SPANDREL BEAM W14x22 REFER TO "S" PLANS FOR ALL INFORMATION. COLUMN LINE O m> mm > TOP OF 14"x 10"x ~' BASE PLATE INSTALL NEW CONTINUOUS granule surfaces) CONTRACTOR IS REQUIRED TO COLUMN LINE ~,~,,~ CONTRACTOR lB REQUIRED TO ANGLE 4"x3"~" L.L.V. PARADIENE 20 -- FURNrSH AND rNSTALL 3/4"(~ 4~" OFF WALL ELEV. [ - 0'- 11~" ] TOP OF EXISTING SLAB THRU-BOLT NEW BLOCKING W1,,~x22 WELDED TO TOP SIDE OF ROOF (fully adhere) ANCHOR BOLTS @ 48" O.C. DOWN TO NEW METAL DECK, JOIST @ 17SB' A,F.F. TYPICAL FOR ALL ROOF DCKING PROVIDE NEOPRENE GASKETS AT REFER TO 'S pLANS FOR NEW ~rr DENBDECK BLOCKING OVER NEW MASONRY. METAL ON METAL ALL INFORMAHON. Ito be set in a layer of -- ELEV. [ 18'- 5" ] CONNECTIONS. para-s8k direcEy over new fapered iso boards) 3~' lB ga, GALVANIZED METAL -- TOP OF BOND BEAM ~ TOP OF BOND BEAM STUDS @ IR" O,C. WITH R-1B BATT TOP OF r , ELEV. 1 8'- 0" L I INSULATION BETWEEN ALL STUDS. i SPANDREL BEAM 8 (j~ NEW 20 ga. TYPE B METAL X.~ ~"DENSGLASSGOLDBOARD -- i ELEV.[ 17'- 6~"] 'Y ROOFDECK. SHEATHING, PREP ALL EXTERIOR L.L,V, WELDED TO TOP SIDE OF ROOF JOIST SURFACESTO RECEIVE NEW ~ ~ ~ ~ ROOF FLASHING. TOP OF GIRDER 4 ~ INSTALL NEW CONTINUOUS / ~ ~ ~ ~ AND BOLTED TO WALL WiTH ~"dia ~ ~,,,X,~,,..h, ~ EXPANSION BOLTS @ 4'~)" A,F.F. = ~ ~ ~ N~W~,i REFER TO "S" PLANS FOR I ELEV. [ 17'- 4" ] ,, WELDED TO ROOF ~,OISTS -- PROVIDE # 364 ~ CORRUGATED GRIPSTAY .... ~ ~ ]PROVIDEMETAL ToNEOPRENE~ETAL ~ ~ ALL INFORMATION. AND BEAMS @ 48 O.C. ANCHORS WITH g 360 - GRIPSTAY -- FURNISH AND ~NSTALL NEW $ HIGH I [ CHANNELS WELDED @ 24" O,C, HOB, ALONG CONNECTIONS. TYPICAL AT jI CLIP ANGLE @ EVERY METAL STUD (16" 1" OFF COLUMN SIDES OF NEW BEAMS ALL ANCHORS ARE TO 4'-10" CONNECTIONS. TYHCAL AT I O C.). VERIFY REQUIRED LENGTH IN 31~ NEW V BE HOT DiP GALVANIZED AS MANUFACTURED FIELD. ALL CLIP ANGLES ARE TO BE TOP OF BY HOHMANN AND BARNARD. TYPICAL FIELD WELDED TO NEW SPANDREL BEAMS AND MECHANICALLY J~b 14"X 10"x~'CAP PLATE j_ ...... THROUGHOUT. 3~" F:~ -- FASTENED TO NEW STUDS "~ ELEV. [ 1 4'- 10J~4'' ] / uj/~ TOP OF BOND BEAM ~J~ TOP OF BOND BEAM ~J~ 5PANDRELTO ANGLE TOP OF ELEV. [ 14'-8"] "V ELEV. [ 14'-8"] DONNEDT,ON / / NEWSPAHDRELBE^M SPAND"EL E M o ,NSTALLHEW , , -- / "" _ -F,LETOPBCOURSESSOL, DW,THGRo,T. PROV,DE2_,BCONTTOT REFERTO S' PLANSFOR I ~rp ELEV. [ 1§- 1 ] 'Y ROOFJOIST@B'-0"O'C'l / ,~ CAP' ~ ANDBOTEOMTYPICALATALLNEW ALLINFORMATION. ALL INFORMATION BOTTOM OF ' ICq PLATE 5LO~I ED SLIP TRACK WITH 2" EXISTING GIRDER E4 ~J~ INSTALL NEW GALVANIZED T,R, UBS VERTICAL GAP. ANCHOR TO NEW GIRDER 2 INSTALL NEW GALVANIZED TRUSS I . ELE . [ 13'-0"1 TYPERE,NFORCEMEHTS@ , O.C. w3 ,,xjo8 PERE, NFORCEMENTS@,,'O.C. 8EAMFLANGEW,FHPAF ANGLE TO COLUMN 8" C M g. REFER TO S PLANS FOR 8" C,M.U, EXISTING GIRDER E4 CONNECTION> ~ ~L~X48..- - FI,BRATED DAMP PROOFING ALL INFORMADON. FIBRATED DAMP PROOFING W21x68 Mi ~HF ~ 4 FACE BRJCK 4' FACE BRICK NEW STIFFENED BRAI'ANGLE EXISTING MASONRY WALL ' - _~ MN lC~] 1"MORTAR NET MN 1@1 1"MORTAR NET ,,~k, BELOW SHALL REMAIN J QUADRO-VENT WEEP HOLES UADRO VENT WEEP HOLES BEARING WALL. , DESIGN LOAD: 1 ~ K ' NEW COLUMN AND EXISTING O CD GIRDE@ MODIFY EXISTING ~ TYPICAL MASONRY ~ ~: Q G, RDERASRPQU,REDTO = WAL ONSTR CE,ONJ , I , i'" , PLATE AND CAR P ,I~,.T, ~· FOR BRICX· ,'r ;i( ET ALL SIZES REFER TO 5 PLANS. LINTEL ,],, ! ~ ' ELEV. [- 9'- 11"] FLOOR JOISTS. INSTALL NEW CONTINUOUS ANGLE3 X3 X4 L.L. WELDED TO ROOF JOISTS AND BEAMS @ 48" O.C. ELEV,[_llL6''] ~' VERIFY IN FIELD NOTE: REFER TO STRUCTURAL PLANS FOUNDATION NOTES, CONTRACTOR lB REQUrRED TO FURNISH AND INSTALL 3/4"@ ANCHOR BOLTS @ 48" O.C. TYPICAL FOR ALL ROOT BLOCKING OVER NEW MASONRY. INSTALL NEW CONTINUOUS ANGLE 4 x3 x~ L.L.V. WELDED TO TOP BIDE OF ROOF JOIST AND BOLTED TO WALL WITH j" @a. EXPANSION BOLTS PROVIDE # 364 - CORRUGATED GRIPSTAY ANCHORS WITH # 360 - GRIPSTAY CHANNELS WELDED @ 24" O,C. HOB. ALONG SIDES OF NEW BEAMS. ALL ANCHORS ARETO 8E HOT DIP GALVANIZED AS MANUFACTURED BY HOHMANN AND BARNARD· TYPICAL THROUGHOUT, GROUT. PROVIDE 2-# 5 CONT TOP AND BO17OM TYPICAL AT ALL NEW BOND BEAM LOCATIONS. INSTALL NEW GALVANIZED TRUSS TYPE REINFORCEMENTS @ 16' O,C. FIBRATED DAMP PROOFING 4" FACE BRJCK REMOVE EXISTING MASONRY WALL ABOVE ELEV. [ 10'- 8"] EXISTING MASONRY WALL IS TO REMAIN, MODIFY AS REQUIRED TO ALLOW FOR NEW STRUCTURE INSTALLATION. I 'COLUMN J ~' J '"'- (~) P-- CENTER FULL HEIGHT. ANCHOR LINE OF NEW COLUMN 2x4 '~ FOR ALL WALL REQUIREMENTS REFER J VIDE NEW ~ TO SECTION dd ON THIS SHEET. CORRUGATED GRIPSTAY I CAP PLA] LL 51ZES ANCHORS WllN , I R FOS"~L,, WALL TYPE P GRIPSTAYCHANNELS WELDED @ ' -- ~ ~N 16't O.C. VERT. ALONG SIDES OF NEW COLUMNS. ALLANCHORS ~, ~ R, EMOVEEX[STINGWOODSUBFLOOR ~ ARETOBEHOTDIPGALVANIZED " AND STEEL COLUMN INSTALLATION. ~ rI ' PDP ANCHORS @ 24" ON HOHMANN AND BARNARD. 1,, J ~ ' FURNISH AND INSTALL NEW PLYWOOD CONTINUOUS ALUM I~ dia. ~ ' CENTER INTO MORTAR JOINTS TYPICAL THROUGHOUT. WALL MOUNTED HANDRAIL. NOTB: AT EXISTING WALL 'SUBFLOOR TO MATCH. ALIGN ALL COLOR IS TO BE BY OWNER. I BASE TRACK. ANCHOR TO , SURFACES AND PREP TO RECEIVE NDN ,(, SLAB WITH PAF ANCHORS SHALL SAW CUT EXISTING ? FINISHED FLOOR. REFER TO BOND BEAM NOTE @ 24'r ON CENTER MORTAR AS REQUIRED TO i' PROTECT FROM ALL DAMAGE. o INSTALLATION AND PATCH UPON ANCHOR INSTALLATION. ', ELEV. [ 0'- 0" ] '~' TOP OF GRADE ELE~ [ 0L 0" ] ~ ELE~C [ 0'- 0" ] CONCRETE PIER ± ~ BABE PLATE NOTE: FILLIN EXISTING BRICKSHELFWITH ~ PROVIDE FACE MOUNT JOIST I ELEV. [-1'- 0" ] "t" ELEV. [- 0'- 11~"] HANGERS AS MANLJFACTURED BY CONCRETE AND PREP AREA FOR ,. ~ NEW SADDLE INSTALLATION. TYPICAL THROUGHOUT. -- - MODIFY / EXTEND EXISTING FLOOR ~ ~ "' JOISTS AS REQUIRED TO BEAR ONTO BLOCKING AND ALL REQUIRED TIE ! 2' O.C. -EACH WAY. HOOK ALL 2 xl 0 WOOD HEADER ELEV. [ -3'- REBAR INTO NEW ROOTING. ~ / UNDER EXISTING SUB-FLOOR VERIFY IN FIELD EXTANS,ON BOLTSAT ¢ O.C. SE TiTiON AS REQUIRE~ TO INSTALL NEW -- INSTALL NEW GALVANIZED TRUSS EXISTING SLAB I ± EXISTING SLAB . .~ ~ PREMOLDED EXPANSION ELEV. [ - 8'- 7" ] ELEV. [ - 8'- 7" ] ", ,' ,.. · ' "~ OF NEW WALL, ~ . , .~ [HAUNCH "° ' {REINFORCEMENT flED STONE , ii31 #4 CONT. 80]TOM 24" WALL SECTION aa SCALE: 3/4" = 1 '~" WALL SECTION bb SCALE 3/4" = 1 '-O" WALL SECTION cc SCALE: 3/4r = 1 ~r IOA A-303 5000 B~O000 BATHROOM SIGNAGE REQUIRED AT EACH NEW BATHROOM DOOR Baooo NTS TOILET ACCESSORIES LEGEND TAG MANUFAC, MODEL # DESCRIPTION SIZE MOUNT FIT QUANTII~ ] BY OWNER SURFACE MOUNTED PAPER TOWEL DISPENSER AND DISPOSAL UNIT 1 PER SINK, INCLUDING CLASSROOM ] BY OWNER SURFACE MOUNTED TOILET TISSUE CABINET } PER TOILET ] BY OWNER SURFACE MOUNTED VERTICAL LIQUID SOAP DISPENSER I PER SINK, INCLUDING CLASSROOM STAINLESS STEEL ANGLE FRAMED MIRROR, TEMPER ED PROJECTS 4" @ TOP & P' 40" A.F,F. TO ] BRADLEY 740-2936-2 GLASS ADA APPROVED BOTTOM, 20"WX36H" BOTIOM 1 PER ADA SINK FREE STANDING STAINLESS STEEL GARBAGE CAN, 37 1/2"H x 14"SQ 36" A,F.F TO ] BRADLEY 377 36 REMOVABLE SWING TOP TOP I PER TOILET 34" A.E.F TO 8127 059 I 1J2" DIA. CONCEALED MOUNTING GRAB BAR PER LOCATIONS AS SHOWN ON PLANS ] BRADLEY 28 X 42 OR 36" TOP 8127~)59 32" A,F.F, TO ] BRADLEY 36 X 36 OR 36" 1 1/2" DIA, CONCEALED MOUNTING GRAB BAR TOP PER LOCATIONS AS SHOWN ON PLANS C.C. TO INSTALL ALL OWNER SUPPLIED ACCESSORIES ACT C LC, ELEVATION A ELEVATION B ELEVATION C ELEVATION D __ NEW MARLITE F,R.P, WALL SYSTEM 6X6' HIGH SANITARY COVE BASE 2'X2" CERAMIC FLOOR TILE TYPICAL BATHROOM ELEVATIONS SCALE: 1/4"= 1'-0" 12" TAPER DOWN AS REQUIRED NEW FLOOR TILE DETAIL CENTER LINE OF DRAIN NEW 2"x2" FLOOR TILE THIN SET MORTAR SET{lNG BED NEW FLOOR DRAIN SCALE: 3" = 1'-0" FLOOR NOTES: EXISTING FLOOR. 3. CHOP OUT AN AREA 24" x24" AROUND EXISTING FLOOR DRAINS, TAPER NEW FLOOR TILES TO EXISTING FLOOR DRAINS. NEW 2"x2" FLOOR TILE [ ADJACENT FLOOR NEW FLOOR TILE DETAIL I ~( I M J IN I A I I !' DENSARMOR PLUS {WATER PROOF) BOARD. TYPICAL FOR FULL HEIGHT OF ' WALL. PREP SURFACE TO RECrEVE NEW F.R,P. WALL PANEL SYSTEM. EXISTING MASONRY WALL NEW ~' HAT CHANNELS @ [ 6" O.C, MECHANICALLY FASTENED TO WALL -- NEW MARLITE F.R P. WALL PANEL SYSTEM. CONTRACTOR IS TO INCLUDE ALL TRIM AS REQUIRED FOR A COMPLETE ASSEMBLY. COLOR IS TO BE BY OWNER. NEW WALL TILE DETAIL SCALE: 1/2 FULL SCALE C, EACH PLUMBING FIXTURE CONNECTED TO THE SANITARY DRAINAGE -- SYSTEM SHALL BE PROVIDED WITH AN APPROVED SELF-CLEANING "P" TRAP WITH DRAIN PLUG, 2. TRAPS FOR FLOOR DRAINS SHALL BE DEEP SEAL TYPE. 3. THE NAMES OF FIXTURE MANUFACTURERS ARE USED TO INDICATE THE TYPE AND QUALITY OF THE FIXTURES TO BE UBED. EQUIVALENT FIXTURES MAY BE ACCEPTED, SUBJ EOT TO THE APPROVAL OF THE ARCHITECT. 4, ALL METAL PARTS FORMING ANY FART GE, OR CONNECTED TO ANY FIXTURE, SURFACES OF FACES OF WHICH ARE NORMALLY VISIBLE AFTER INSTALLATION, AND ALL ACCESSORIES SHALL BE POLISHED BRASS, FIRST NICKEL-PLATED THEN CHROMIUM PLATED, EXPOSED BOLTS, NUTS, SCREWS, AND OTHER FAETENINGS SHALL BE SIMILARLY FINISHED. SUPPORTS NOT NORMALLY VISIBLE AFTER INSTALLATION MAY BE OF CAST IRON OR STEEL. 5. ALL STANDARD FIXTURES SHALL BE WHITE IN COLOR UNLESS OTHERWISE SPECIFIED JOINTS IN COPPER TUBING SHALL BE MADE WITH LEAD FREE SOLDER, 95.5% TIN, 4% COPPER AND 1/2 % SILVER AND SHALL BE SILVABRITE 100 OR APPROVED EQUAL. HEAT APPLIED BY GAS TORCH. ALL PiPE ENDS SHALL BE CUT SQUARE ABD ALL BURRS REMOVED. PIPE ENDS AND FITIING SOCKETS SHALL BE THOROUGHLY CLEANED AND FLUXED BEFORE ASSEMBLY CONSTRUCTION NOTES - G.C. TYPICAl IN ALL SPACES 1. COMPLETELY WIPE DOWN AND CLEAN ENTIRE BATHROOM AT PROJECT COMPLETION INCLUDING ALL FIXTURES, PARTITIONS AND WINDOWS AT PROJECT COMPLETION, C.C. SHALL BE RESPONSIBLE TO OPEN UP EXISTING FLOORS AND WALLS AS REQUIRED AT ALL LOCATIONS TO ALLOW PLUMBING CONTRACTOR TO RELOCATE/MODIFY LOCATIONS OF EXISTING WATER CLOSETS, URINALS AND/OR SINK UNITS. ADDITIONALLY GC SHALL OFEN WALLS AND FLOORS TO ALLOW FOR INSTALLATION OF SAME. GC SHALL PATCH WALLS AND/OR FLOORS TO ALLOW FOR FINISHES, PLUMBING NOTES TYPICAL IN ALL SPACES 1. PLUMBING CONTRACTOR TO REMOVE EXISTING PLUMBING FIXTURES AND DISCARD. ALL SUPPLY AND WASTE LINES NOT BEING RE-USED SHALL BE CAPPED AT THE NEAREST ACCFSSIBLE HIDDEN LOCATION. EXISTING LINES TO BE RE-USED SHALL BE CAPPED AT LOCATION ACCESSIBLE FOR RDUSE, 2. PLUMBING CONTRACTOR SHALL LEGALLY DISPOSE OF ALL ITEMS REMOVED DURING DEMOLITION. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED 10 ACCOMPLISH PLUMBING WORK, 4. THE PLUMBING CONTRACTOR SHALL MAKE ALL NECESSARY HOT, COLD, CIRC AND VENT PIPING MODIFICATIONS REQUIRED TO FACILITATE THE NEW FIXTURES IN THE LOCATIONS SHOWN, ADDITIONALLY PLUMBING CONT. SHALL RELOCATE WASTE PIPING ACCORDINGLY TO ENSURE CL OF TOILEr IS AT CL OF TOILET PARTITION. 5, REMOVE ALL EXISTING FLOOR AND WALL MOUNTED WATER CLOSETS AND REPLACE WiTH NEW AS SHOWN. 6. REMOVE ALL EXISTING LAVATORIES AND REPLACE WITH NEW AS SHOWN. 7. RESET ALL FLOOR DRAINS AND DECK PLATES TN NEW FLOORS. PROVIDE NEW BRASS GRATES, 8. PLUMBING CONTRACTOR IS TO EXTEND OUT ALL SUPPLY, WASTE AND VENT PIPING TO ACCOMMODATE NEW WALL SURFACE. 9. REMOVE ALL EXISTING LAVATORY CHAIR CARRIERS AND REPLACE WITH NEW AS REQUIRED FOR NEW LAVATORIES. 10. MODIFY ALL PLUMBING AS REQUIRED TO ACCOMMODATE NEW FLOOR LEVEL AErER THE INSTALLATION OF THE NEW TILE. 11, PLUMBING CONTRACTORSHALLREPLACEANYANDALLEXISTIN@ ACCEESIBLEGALV. STEEL OR LEAD PIPING W/IN EXISTING BATHROOM W/CAST IRON OR COPPER. SIZES TO MATCH EXISTING 12. ALLPLUMBINGWORKSHALLBEPERFORMEDBYALICENBEDPLUMBINGCONTRACTOR THE PLUMBING CONTRACTOR SHALL BE HrRED BY THE GENERAL CONTRACTOR. HGTF G.C. IS REQUIRED TO OPEN UP WET WALLS AS REQ'D TO ACCESS PLUMB{NC, CARRIERS, ELECTRIC. E.T.C. WET WALL SHALL BE RECONSTRUCTED WITH CMU OR FRAMING AND PLASTER PATCH TO MATCH EXISTING, PRIOR TO iNSTALLING NEW WALL VENEER. TYPICAL AT ALL WORK LOCAHONS. GENERAL NOTES - ALL TRADES 1, ANY FIXTURES OR ACCESSORIES TO REMAIN ARE TO BE TEMPORARILY REMOVED AND RE-INSTALLED AFTER THE NEW FLOORING 2. ALL PLUMBING IS TO BE TEMPORARILY CAPPED AND PROTECTED FROM DEBRIS DURING DEMOLITION. 3. MODIFY PLUMBING AS REQUIRED TO ACCOMMODATE NEW FINISHES AND FIXTURES. 4. INSTALL NEW FLOOR DRAINS ARE TO REMAIN. PROTECT FROM DEBRIS AND DAMAGE DURING DEMOLITION AND CONSTRUCTION, PROVIDE NEW BRASS GRATES AT THE COMPLETION OF THE WORK. 5. THE NEW TILE FLOORING IS TO PITCH TO THE FLOOR DRAINS. MOUNT ALL NEW FIXTURES WiTH NEW STAINLESS STEEL HARDWARE. 7. REPLACE ALL DEVICE PLATES WITH NEW BRUSHED ALUMINUM PLATES. 8. COLORS OF ALL NEW MATERIALS ARE TO BE AS SELECTED BY THE OWNER. 9. CAULK AROUND ALE FIXTURES, TO WALL/COUNTER, AND TOILETS TO FLOOR AND WALLS, WITH NEW MILDEW RESIETANTCAULK, COLORTO BEWHiTE. 10. FURNISH AND INSTALL NEW WALL MOUNTED DOOR STOPS AT ALL DOOR LOCATIONS UNLESS OTHERWISE NOTED. 11. ALL ACCEESORIES SHALL BE INSTALLED W/METAL WALL FASTENERS//MOLUES, PLASTIC ANCHORS OR DOUBLE STICK TAPE WILL NOT BE ACCEPTED. FLOOR NOTES 1, CLEAN AND PREPARE EXISTING FLOOR AS REQUIRED, 2. INSTALL NEW CERAMIC TILE ON THIN SET OVER THE EXISTING FLOOR. 3, CHOP OUT AN AREA 24" x24" AROUND EXJETING FLOOR DRAINS, TAPER NEW FLOOR TILES TO EXISTING FLOOR DRAINS. 4, TAPER NEW TILE TO EXISTING DECK PLATES, PROVIDE NEW BRASS COVERS FOR ALL DECK PLATES 34" AFF 1/2" GRAB BAR AND ITS CONNECTION TO THE WALL SHALL BE CAPABLE OF RESISTING A BENDING MOMENT OF 250 Ibfl, GRAB BAR SHALL NOT ROTATE IN ITS FITtiNG. GRAB BAR AND ANY WALLSURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES OF A GRAB BAR SHALL HAVE A MINIMUM RADIUS OF I GRAB BAR DETAIL SCALE 1': I'-O" NOTE: ALL NEW HANDICAPPED GRAB BARS ARE TO BE MANUFACTURED BY BRADLEY. TYPICAL AT ALL RBQUIRED LOCATIONS. MIN. MAX H/C GRAB BAR PLAN WALL MOUNTED DETAIL SCALE 1/2"= I' O" 42r' GRAB BAR T FLUSH CONTROLS SHALL BE HAND OPERATED, AND SHALL BE MOUNTED NO HIGHER THAN 44" ABOVETHE FLOOR. TOILET ELEVATION SCALE 1/2" = l l--0'J MIRROR I SINK OR COUNTER TO BE MOUNTED NO HIGHER THAN 34" ABOVE THE FLOOR 2. EXPOSED NOT WATER AND DRAIN PIPES UNDER SINKS SHALL BE INSULATED OR OTHERWISE PROTECIED, 3. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINK. 4. FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR I~/ISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE FAUCET SHALL NOT EXCEED 5 Ibfl. SINK ELEVATION SCALE 1/2" = 1 '~0" PLUMBING FIXTURE SCHEDULE ALL PLUMBING FIXTURES ARE TO BE PROVIDED COMPLETE WITH ALL NECESSARY MATERIALS, HARDWARE AND ACCESSORIES FOR A COMPLETELY FUNCTIONING FIXTURE. WALL MOUNTED HANDICAP WATER CLOSETS WATER CLOSETS SHALL BE WALL MOUNTED, VITREOUS CHINA, LOW CONSUMPTION, ELONGATED BOWL, DIRECT FED SIPHON JET AOTION, 16 1/8'UlNCH RIM HEIGHT WITH EULLY GLAZED TRAPWAY AMERICAN ETANDARD AFWALL ADA RETROFIT EL 1.6 MODEL ~ 2294.011 (WHITE) SEAT 5HALL BE OLSONITE #95 OPEN FRONT SEAT LESS COVER PROVIDE 3" HIGH SEAT TO ACHIEVE ADA HEIGHT OF I T' 19" AFF WHERE APPLICABLE FLUSH VALVE SHALL BE SLOAN MODEL - 8111 -MC, OPTIMA PLUS, EXPOSED BATTERY POWERED, SENSOR OPERATED W/METAL COVER INSTALLATION SHALL COMPLY WITH ADA AND ANSI A117.1 WALL MOUNTED LAVATORIES LAVATORIES SHALL BE WALL HUNG, VITREOUS CHINA, REAR OVERFLOW. LAVATORIES SHALL BE AMERICAN STANDARD LUCERNE DESIGN MODEL # 0355.012 {WHITE) LAVATORIES SHALL BE SUPPORTED BY A CONCEALED ARM CARRIER, JR. SMITH SERIES 700.M31. PROVrDE INSU LATION/PROTECTJON FOR ALL EXPOSED P/PING. PROVIDE SLOAN OPTIMA PLUS MODEL EBF-650 BATTERY POWERED, SENSOR OPERATED 4" CENTER SET ELECTRONIC HAND WASHING FAUCET FOR HOT AND COLD APPLICATION. PROVIDE VANDAL RESISTANT SPRAY HEAD WITH .5 GPM AND THERMOSTATIC MIXING VALVE PROVIDE GRID STRAINER DRAIN ASSEMBLY, CHROME PLATED TRAP AND KEYLESS HOT AND COLD WATER STOPS, FURNISH AND INSTALL NEW KEYED HOSE BIBB. LOCATIONS ARE TO UNDER NEW SINK LOCATION TYPICAL AT BOTH BATHROOMS, NOTE: PLUMBING CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL NEW WATER SUPPLY LINES AND VENT STACKS AS REQUrRED TO AIZACH TO NEW A,D A. LAVATORY & TOILET. G,O, IS REQUIRED TO PROVIDE ALL REQUIRED SAW CUTS NEEDED TO GAIN ACCESS TO EX/STING PLUMBING LINES. FURNISH AND INSTALL NEW ADA FIXTURES ALL ACCESSORIES AND HARDWARE FOR A COMPLETE INSTALLATION. REFER TO SCHEDULE FOR ALL INFORMATION, FLOOR DRAIN INSTALLATION P.O. IS TO INSTALL FLOOR DRAINS INTO NEW SLAB, EXTEND AND CONNECT ALL NEW WASTE LINES AS SHOWN ON THE "P" PLANS P C. SHALL EXCAVATE ALL TRENCHES AND ACHIEVE CORRECT PITCH. G,C SHALL COMPACT ALL FILL AS REQUIRED PRIOR TO THE INSTALLATION OF B" CRUSHED STONE BASE. REFER TO TOILET ACCESSORIES LEGEND FOR ADDITIONAL INFORMATION. CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL NEW WALL HUNG LAVATORY, TRAP, FAUCET AND CARRIER INCLUDING ALL ACCESSORIES AND HARDWARE FOR A COMPLETE INSTALLATION, CONNECT TO NEW SUPPLY AND WASTE ONES. MODIFY AS REQUIRED. EXTEND ALL NEW VENT 5 AND FLASH AS DETAILED. TYPICAL AT ALL BATHROOMS. FURNISH AND INSTALL NEW 6" HIGH SANITARY COVE BASE. PREP REMAINING WALLS TO NEW MARLITE FPP WALL SYSTEM. COLOR IS TO BE OWNER. TYPICAL AT ALL , NEW BATHROOM LOCATIONS, CONTRACTOR IS REQUIRED TO PITCH NEW CERAMIC TILE FLOOR INTO NEW FLOOR DRAIN SEE DEIAIL SHEET G.C. IS TO FURNISH AND INSTALL NEW 4'-6" x 3'-6'r FLOOR / WALL MOUNTED HANDICAPPED GRAB BAR AS MANUFACTURED BY BRADLEY, REFER TO DETAILS FOR ALL MOUNTING INFORMATION. PLUMBING CONTRA,CTOR SHALL MODIFY EXISTING WASTE PIPIING TO ACCOMMODATE FOR NEW HAN DICAIPPED TOILET. NEW LOCATION IS HAVE @ CENTER LINE OF 18" OFF OF EXISTING WALL. ~G,C, SHALL PROVIDE ALL REQUIRED SAW CUT!S TO ALLOW PLUMBING CONTRACTOR AC~EES TO PIPES. PATCH ALL SURFACES AS REQUlIRED AND PREP TO RECEIVE NEW CERAMIC TILE IFLOORINO, ALL COLORS ARE TO BE SELECTED BY OWNER. \ / FURNISH AND INSTALL NEW MARBLE SADDLE. TYPICAL AT ALL BATHROOM LOCATIONS. FURNISH AND INSTALL NEW 36 SOLID WOOD DOOR AT ALL BATHROOM LOCATIONS. REFER TO SHEET A-601 FOR DOOR SCHEDULES. BRED TO FURNISH AND INSTALL NEW $1GNAGE. REFER DETAIL THIS SHEET. PARTIAL TOILET CONSTRUCTION PLAN INTERIOR RECONSTRUCTION @ THE SOUTHOLD IGA SCALE' I/2" = 1' 0" ~qo LM cq o m 0 c~ 0 0 ~ . < B IGA A-401 ,iL ,/ PARTIAL STAIR CONSTRUCTION PLAN SEE DETAIL THIS SHEET, FURNISH AND INSTALL NEW PREFABRICATED STAIR WIIH ITREGRAL LANDING AS MANUFACTURED BY AMERICAN STAJR COMPANY, REFER DO DETAIL THIS SHEET FOR PROPER INSTALLAION REQUIREMENTS. TYPICAL AT BOTH BATHROOMS, INTERIOR RECONSTRUCTION @THE SOUTHOLD IGA SCALE: 1/2"= I'-O" 4'-4" LANDING 12 10 STAIR LENGTH qRW WALL MOUNTED HANDRAIL. SEE Db~AIL THIS SHEET. JFURNISH AND INSTALL NEW PREFABRICATED STAIR WITH ITREGRAL LANDING AS MANUFACTURED BY AMERICAN STAIR COMPANY. REFER DO DETAIL THIS SHEET FOR PROPER INSTALLAION REQUIREMENTS. TYPICAL AT BOTH BATHROOMS 3'-10" LANDING 6" WALL 12-10 STAIR LENGTH 14 10 OVERALL HANDRAIL LENGTH NEW LANDING ELEVATION [-8'-7"1 6" WALL PARTIAL STAIR CONSTRUCTION PLAN INTERIOR'RECONSTRUCTiON @ THE SOUTHOLD IGA SCALE: 1/2"= I'-~" WALLS. SEE PLAN. CONTINUOUS ALUM dia. WALL MOUNTED HANDRAIL, COLOR IS To BE BY OWNER. 1/2" dia. RAILING 42" ABOVE NOSING LINE OF NEW AND EXISTING WALLS 34' ABOVE NOSING I 1/2 dia, POST 14' STRINGER. I I/4 xl 1/4 x3/16' ANGLES STAIR RISER SECTION GENERAL STAIR NOTES: 1, STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80" FROM THE TIP OF THE NOSING, 2, THE MINIMUM STAIR RISER IS 4 INCHES, THE MAXIMUM STAIR RISER IS 7 INCHES 3, THE MINIMUM STAIR TREAD IS 11 INCHES STAIR TREADS AND RISERS SHALL BE UNIFORM IN SIZE AND SHAPE, 4, THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST TREAD OR RISER SHALL BE 3/8" 5. STAIRWAY LANDING WIDTH SHALL BE AT LEAST THE SAME DIMENSION AS THE STAIR, 6, THE WALKING SURFACE OF A STAIR TREAD OR LANDING SHALL NOT EXCEED A 2% SLOPE. ( 1/4,I MAX ON A T2"TREAD } 7. STAIRWAY ASSEMBLIES SHALL BE CAPABLE OF SUPPORTING LOADS OF 100 POUNDS PER SQUARE FOOT AND A CONCENTRATED LOAD OF 300 POUNDS OVER AND AREA OF 4 SQUARE INCHES. 8, THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL NOT EXCEED 1/2". E, RISERS SHALL BE SOLID AND VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE TREAD, AT AN ANGLE NOT TO EXCEED 30 DEGREES. THE LEADING EDGE OF THE NOSING SHALL NOT PROJECT MORE THAN 1 25 INCHES. ALL PROJECTIONS SHALL BE THE SAME GENERAL HANDRAIL NOTES: 1. HANDRAIL HEIGHT IS TO BE BETWEEN 34" AND 38" ABOVE THE STAIR TREAD NOSING. THE HEIGHT SHALL REMAIN UNIFORM, 2. HANDRAIL5 SHALL HAVE A MINIMUM DIMENSION OF I 1/4" dia. AND A MAXIMUM DIMENSION OF 2" dia, HANDRAILS SHALL RE CONTINUOUS ALONG ANY RUN WITHOUT iNTERRUPTION. , 3. HAND RAILS SHALL EXTEND 12" HORIZONTALLY BEYOND THE TOP RISER AND CONTINUE TO SLOPE 12" BEYOND THE BODOM RISER. 4. HANDRAILS ARE REQUIRED ON BOTH SIDES OF ALL STAIRS. ' 5 HANDRAILS ARE NOT PERMITTED TO ROTATE IN THEIR FITBNGS. ~E HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS i ) ~ PER LINEAR FOOT IN AN'r DIRECTION AT THE TOP OF THE ASSEMBLY. 7. HANDRAIL ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST ~ CON(~ENTRATED LOAD OF ~ ': 2 POUNDS 0~ APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE ASSEMBLY. FIRE EXIT .;. :.~.'..'. STAIR SIGNAGE AREA OF REFUGE :::-. ;::::' :" !:'"::"" GENERAL STAIR SIGNAGE NOTES: ' STAIR FABRICATION NOTES: RISERS, TRADES AND FLOORING NOTES: 1, PROVIDE ROPPE SBR RUBBER RAISED DISC STAIR TREAD NOSING AND RISER, ADHERE STAIR TREADS NOSING TO RISER WITH ROPPE EPOXY CAULKING COMPOUND. 3. INSTALL TREAD NOSING AND RISERS IN COMPLIANCE WITH A.D.A. (NON-PVERLAPPING) 4, PROVIDEVISIBLECONTRASTON ALL TREAD NOSINGS 5. PROVIDE MATCHING RAISED DISC FLOORING ON INTERMEDIATE LANDINGS TOP AND BOTTOM LANDINGS SHALL MATCH CORRIDOR FLOORING. 1/4" x I 1/4" x 3/16" ANGLES. I lj2 CONC. FILL ALI, RISERS, STRINGERS, NEWEL POSTS, BALUSTERS, ETC. SHALL BE "IMRON" EPOXY COATED OR EQUAL, STEEL DETAILER TO ~NG'INEER STAIRS IN k ACCORDANCE WITH ALL APPLICABLE CODE. WALLS ARE TO BE REINFORCED WH'ERE REQUIRED FOR STAIR SUPPORT RISER CONNECTION DETAIL STRINGER SECTION © , >-~ 0 o ILl 0 7 Z ,< 0 m IGA A-402 THE ENDS OF ALL NON-CONTINUOUS FLASHING ION -< ~ HORIZONTAL BOND BEAM ~ .~ REINFORCEMENT LAB ELEVATION /Jr., 2' MIN iAI m -- BENT BARS. SAME SIZE BARS AS ~- NEW SLAB ELEVATION J ,, CLEAN AIR SPACE ~' HORIZONTAL REINFORCEMENT ' ' B~~./.-:~ ,~.: '~X~~¢~< ~[[~oo~oc~,o~ ~ MASONRY DETAIL M-4 ' ' ' ' [-1'-0"] ~ ORSE/LER. 2" RI ' ~ FACTORY P~EFABRICATED CORNERS AND TEES SHALL BE U~ED AT ALL AND DESIGN AS THE CONTINUOUS JOINT REINFORCEMENT. DETAExTER,o~L DooRFI-DETA. LFOUNDATION DROP DETAIL ~ ~EW S~E~L,NTEL ~SO~AL ~OTES. ~E~ , ~ ~ ~ KOR~,L,~SU~,O. ,~SER~S REEER TO D~AIL EX EDP ~EI,EORCING ELEVATION J ,,, D,,~,,*,~,o ~,,,~,~ B J H II~.: '1~ ~ ~ VERTICAL REINEORCEMENT ~ CONTRACTOR. G.C. SHALL FILL ~ :~ HORIZONTAL REINFORCEMENT . 40 MiL EPDM F~SHJNG ~,r ~1 5 ALL VOIDS WITH THERMA FIBER ~ ,' BENT BARS, ,AME SIZE BARS AS HORIZONTAL BOND BEAM FILL W/CONCRBE CONTINUOUS WITH ~ ~ -~.~ .... ' 4" FACE BRICK NEWSLAB EEVATION ~~ ~'~:"V I I~.~;~ ;: ~:'~[~: ~ ~ ; ' HORIZONTAL BOND BEAM DRAWINGS ~OR LINTEL -1'-0"1 ', ,'":~ '~::,"',; ::>'-"~ ~ DETAIL THRU ALL DUCT PENETRATION AS SHOWN .. ~ , ALL BEARING AND E~ERIOR WALLS THROUGHOUT INSTALLATION D ~AILS REFE, TOwiNDOW SCHEDULE. ~. il. ?. j. ,~. ~ ~.~,~, ~ ~ .-.. .. ~ ~ THE ENTIRE ADDITION SHALL HAVE A CONTINUOUS I:~M~&~,:l , ~, ,!;::'-: ,~-,*,, ¢ 'l ~J MASONRY WALL RBNFORCING NOTE ] ~ ~ ~'[J ~ I~TED)EACHBONDBEAMISTOBE ~ I~]11 J'l I~~O0PSIMASONRYGROUT. HEIOHT __ MINIMUMVERTICAL~EINFORCEMENTSHALLCONSISTOF(1)ON"NO 4 .*R / . BULLNOSE BLOCK AT ALL VARIESAROUNDTHEENTIREPERIM~ER. GC. iSTO ,, ,,,, ; [" ~ ~ MSONRY DETAIL M-3 . . . ' : ? ,. , .E. ,'h. , ', ' -I~a'., .... '. E ~ SPACED NOT MORE THAN 48 D.C. ALONG ALL WALLS AND NOT MORE J J EXTERNAL WALL ; REFER TO ST*UCTURE PLAN FO" ALL LOCATIONS ' "' '" '" ..... * ....... / I CO ' Rs AND DOORS ~ ~ ~ BOND BEA~ INTERSECTION DETAIL CO~C~[ BEOCK gACK-U~ WAlk DAM~ ~ROOFI~G I ~ Jj 3AePL,C*T'ONAROU~DDOOR, Wt~gOWANDLOUVERO~m'NgSSHALL~E j IW~ ~CTURAL PLANS. , ALU~,NU~S,LL ' 4. T~ ~*,~DE~ ~S TO ~ SP~*~*PeUEg USiNg* H~AW DUTY A,,LESS J JTYPICAL. FOR ALL W,N~OW S~LL Jj PREMOLDED EXPANSION JOINT FOUNDATION WALL SLEEVE DETAIL ~o~: FILLER ,~,~;,~,.Ou~.O~,o. ~>~..~ ~,~ DOO,S o*~,~,~ ALL E~ERIOR WALL PATCHES. ~ J ~ % [TORE INFILLED ~ MASONRY DETAIL M-2 ~~?~ % NEW BLOCK IS TO B~ INSTALLED BACKERRODAND'EALANT ~ ~2" ¢ O ~ % NEWO"CONC*~EMASONRYBLOCKIN ~~ /~'~- CONTROL JOINT DETAIL REINFORCEMENTCORNER DETAIL ' Il NOT,:CONTRACTOR IS REQUIRED TO '~J'¢ I~:;/~ SCALE: N t.5. ~;~ WINDOW WALLINFILL ' x ABOVEPACKED'N'OTHE FLUTES OFTHEETEELDECKTHE WALL GRADE ~ 2 ~EBAESeTOPAND . FOR CORNER BAR. PROVIDE ¢ 4 x ~'-0" e m" VERIFY THE SIZE OF ALL OPENINGS IN GAP AT WALL AND DECK SMOKE TIGHT I ~HJ~~- '. - ~.lr~ ~ ~ , , WALLS. ' MASONRY WALL ~~. ~ ~ ~,~,~,**,~z~.,~,o~,~ r,. ,~MASONRY DETAIL M-I REINFORCEMENT LAPPING DETAILS PROTECT FROM ALL DAMAGE. TYPICAL FOUNDATION DETAILS SEE SHEET A-101 [ ~o~o~...~.~,..o.~.~ ~'~'~' UL DESIGN # U411 SIMILAR EXISTING DECK ABOVE CONNECTION WITH DECK ABOVE TO BE SMOKE TIGHT STEEL RUNNER TOP & BOITOM 3 5/8" 20ga. STEEL STUDS 16" D.C. BRACING AT CEILING LEVEL NEW SUSPENDED CEILING WALL ANGLE LAYER ~' FIBERROCK BOARD (1) LAYER ~' FIRECODE 'C' GYP. RD. EACH SIDE SOUND DEADING INSULATION CONTINUOUS FOR FULL HEIGHT OF WALL JBBER BASE NEW VINYL TILE FLOOR SCALE: 1 1/2"= 1'~3'' "B" LABEL 2 HOUR CONSTRUCTION: I. [I) LAYER 5/8"FIBERROCKBOARDOVBR II] LAYER FIRECODE 'C' GYPSUM BOARD ON EACH SIDE OF 20 ga. 3 5/8" STEEL STUDS. 2. GYPSUM BOARD SHALL BE FASTENED USING THE DIRECT AT'ACE SYSTEM IN ACCORDANCE W/UL DESIGN #U 411. iNNER LAYER OF SHEET ROCK SHALL BE SCREWED W/ P' TYPE'S' SCREWS. FASTEN AT 16" O.C. AT EDGES OF FIELD AND OUTER LAYER TO BE SCREWED W! 1 5/8" TYPE'S' SCREWS IN FIELD AN D VERTICAL EDGES AND 12" O.C. AT TOP AND BOTTOM TRACKS. GYPSUM WALL CONSTRUCTION @ EXISTING MASONRY OPENING SEE DETAILTHIS SHEET, NEW BRACING IS TO SPAN ENTIRE LENGTH AND ARE TO BE SPACED @ EVERY BLOCK COURSE. REMOVE EXISTING DOOR, FRAME AND HARDWARE. DISPOSE OF OFF SITE, INFJLL OPENING W/NEW CMU, - CMU SHALL HAVE A 1 HOUR FIRE RATING [N ACCORDANCE W/THE BUILDING CODE OF NYS, 4 BARS - #5 x 16" LONG, DRILL AND SET IN NON-SHRINK GROUT - 4" EMBEDMENT, WALL SECTION - 2 HOUR CONSTRUCTION TYPICAL AT WALL TYPE F ¢4 BARS SET 18" INTO FDN QUADRO-VENT WEEP HOLES GRADE 8" HiGH MIN, CONTINUOUS BRICK SHELF SOLID FILLED CORE J SEE OTHER DETAILS FOR REINFORCING REQUIRED IN FOUNDATION EXISTING DOOR INFILL NOTE: CONTRACTOR IS REQUIRED TO VERIFY THE SIZE OF ALL OPENINGS iN FIELD. MODIFY DETAIL AS REQUIRED. SCALE, 1 1/2 - ~ ~] MASONRY DETAIL M-5 REBAR SPACING SHALL BE 4'~O'' D.C. MAXIMUM. REFER TO PLANS FOR ADDITIONAL REBAR REQUIREMENTS SCALE: 1 1/2" = 1'-0" MASONRY DETAIL M-la REBAR SPACING SHALL BE 4'~3'' O.C. MAXIMUM. REFER TO PLANS FOR ADDITIONAL REBAR REQUIREMENTS DETAILS ARE SIMILAR FOR OTHER TYPES OF PACE MASONRY SUCH AS SPLIT FACE BLOCK OF STONE DETAILS ARE SIMILAR FOR 10" AND 12" C.M.U. BACK UP WALLS SCALE: 1 1/2"= 1'-0" IDA A-501 2'-4" MAX 2'~4" MAX NEW W4x13 STEEL NEEDLE W6x25 JLBEAMS @ 2'-4" O.O. NEW SPELL WEDGES PROVIDE 13} NEW COURSES OF BRICK AT EACH END OF OPENING, NEW TEMPORARY ELEVATION MODIFY HEIGHT AS REQUIRED TO ALIGN WITFI EXISTING MASONRY COURSING, NEEDLE BEAM DETAILS FLOOR FACE OF EXISTING WALL [ASSUMED CONSTRUCTION) NEW W4x13 STEEL NEEDLE BEAMS @2,_4. O,C, NEW STEEL WEDGES ARE TO BE WELDED TO W4x13 AND W6x25. NEW W6x25 STEEL LINTEL BEAMS @ 2" O.C. OFF FACE OF EXISTING MASONRY WALL. CUT POCKETS FOR BEARING PLATES AND -- INSTALL 3 COURSES OF BRICK. REFER TO ELEVATION THIS DETAIL. NEW TEMPORARY SHORING REMOVE MASONRY BELOW NEEDLE BEAMS -- /SAW CUT AS REQUIRED[, LINE OF NEW OPENING BEYOND, WALL SECTION ±12" REQUIRED AT ALL NEW MASONRY OPENINGS FLOOR 1EIGHT AS REQUIRED TO ALIGN WITH EXISTING MASONRY COURSING. BEAM INSTALLATION PROCEDURE 1, CUT EXPLORATORY HOLE INTO WALL. VERIFY CONSTRUCTION OF WALL. SUBMIT SK~ICN AND/OR DIMENSION TO ARCHITECT. PROCEED WITH WORK ONLY AFTER APPROVAL 2. INSTALL3W4x13NEEDLEBEAMSAT2'4"OC MAX ANDGROUTINTO MASONRY. SHORE NEEDLE BEAMS TO SLAB BELOW, NOTE THAT SLAB OVER PIPE TUNNEL MAY REQUIRE ADDITIONAL SHORING, 3, REMOVE MASONRY BELOW NEEDLE BEAMS [SAW CUT AS REQUIRED[, CUT POCKETS FOR BEARING PLATES AND INSTALL 3 COURSES OF BRICK UNDER FUTURE BEARING PLATES, INSTALL [1 } 8" x ~" × 12" BEARING PLATE OVER A 1" THICK BED OF GROUT. TYPIOAL EACH SIDE OF NEW OPENING. 4 INSTALL (2) W6x2B INSTALLSTEELWEDGESBEFNEENW6x25AND W4xl 3 NEEDLE BEAMS. WELD IN PLACE. INSTALL 1/4" CLOSURE pLATES. 5. REMOVE SHORING, CUT W4xl 3 NEEDLE BEAMS BACK TO FACE OF EXISTING MASONRY APPLY VERMICU LITE FIRE PROOFING. SCALE: 1"= 1'-0" FLOOR NOTE: ALL NEW FLOOR DRAINS ARE TO FLOOR DRAIN CLEANOUT AND ACCESS COVER. TOP OF COVER IS TO BE FLUSH WITH TOP OF FLOOR. G.C. IS TO COORDINATE HEIGHT WITH PLUMBER DURING INSTALLATION OF NEW FLOOR SLABS. NEW VINYL FLOOR TILE SCALE: N.T.B, NEW CLEANOUT IS TO BE -- BY OTHERS. C. O. D. P. DETAIL G.C. IS TO COORDINATE QUANTITIES WITH THE PLUMBING CONTRACTOR SCALE: N,T.S. PLASTIC LAMINATE STOOL OAK BULLNOSE PLAN pLASTIC LAMINATE -- STOOL OAK OAK FASCIA ELEVATION WINDOW STOOL DETAILS SECTION PROVIDE NEW SILLS AT ALL WINDOW LO NEW TILE SHALL EXTEND UNDER DOOR SLAB-SEAM BETWEEN EXISTING & NEW (OR CORRIDOR & CLASSROOM[ TILE SHALL BE MIDWAY UNDER DOOR SLAB WHEN DOOR IS IN FULL CLOSED POSITION NEW DOOR SLAB NEW STORE FLOORING -- ZATIONS SCALE: 3Ir = H-0Ii OFFICE -- NEW ROOM FLOOR TILE, NEW 12" X 12" X I/B" THICK PREMIUM EXCELON FEATURE STRIP TILE AS MANUFACTURED BY ARMSTRONG STORE ROOM TRANSITION DETAIL B" WIDE x 32" LONG BOF BEAM. FILL SOLID '~ MORTAR. PROVIDE BARS, SPECIFIED. (2) # 4 BARS CONTiNUC NEW 8' CONCR ZE BLOCK W, ,LL NEW RECESSED ? RE -- EXTINGUISHER CABD ET. BOTEOM OF CABINET 8" A.F.F. NEW 8" CONC~ IR BLOCK W ILL F.E. RECESSED CABINET DETAIL SCALE: N.T,S. GENERAL NOTES 1, OVERLAP DIMENSION SHALL BE 4 COURSES MAXIMUM. PLACE SPYRA-LOX CONNECTOR ON LOWER REBAR, 2, BUILD MASONRY WALL TO A HEIGHT OF 2 x OVERLAP DIMENSION, 3. PLACE REBAR INTO OPEN LOOP OF SPRAY-LOX UNTIL BOTTOM BAR IS IN CONTACT W/FOUNDATION. 4. FILL BLOCK CORES W/# 3000 MASONRY GROUT TO TOP OF BUILT UP WALL, [ROD WILL EXTEND ABOVE BLOCK WALL TO SPECIFIED OVERLAP DIMENSION Z >~ o~ RRB'AR iNSI"A'LLAi'iON DETAIL ~YPI~AL AT ALL MASONRY WALLS SCALE: 3/4" = }'-0" STRUCTURAL WALL 3/4" ISOLATION JOINT OR AS REQUIRED BY DRIFT W! SEALANT AND BACKER ROD VERTICAL WALL REINFORCEMENT IN GROUTED CELLS NON-STRUCTURAL WALL/PARTITION INTERSECTING WALL DETAIL SCALE: N.I.S. MASONRY WALL CORNER DETAIL SCALE: N.T.S. OPEN BND UNIT -- TYPICAL WALL REINFORCING DETAIL 1 # 4 BAR PER CORE AT ALL LOCATIONS UNO. EXTEND 12" MIN INTO FOUNDATION WALL. HALF UNIT SCALE. N.T.@ A ) A O FLOOR/WALL ASSEMBLY O __ SCHEDULE 40 STEEL. SLEEVE ONLY REQUIRED IF SPECIFICALLY SPECIFIED. O -- CONDUIT DETAIL X SECTION A-A 12' "P' FLOOR FRAMING INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING SINGLE DOORS MOUNF LATCH SIDE DOUBLE DOORS MOUNT BOTH SIDES REFLECTIVE WHITE BACKGROUND R EFLECFtVE RED PANTONE {PMS) #187 REQUIRED ALL EXTERIOR DOORS TO NEW ADDITION -- ROMAN ALPHANUMERIC DESIGNATION OF CONSTRUCTION TYPE BASED ON SECTION 602 OF THE BCNY5 -- 2'rMINIMUM LET[ERS 1/2" STROKE COMPONENTS THAT ARE OF TRUSS CONSTRUCTION 1/2 SCALE ALL SIGNS ARE REQUIRED TO BE FIRE RETARDANL SELF-EXDNGUISHING PLASTIC. MECHANICALLY FASTEN TO THE WALL TRUSS IDENTIFICATION SIGN COMPLIANCE WITH 19 NTCRR PART 1264 INSTALL CMU UP TIGHT TO ROOF DECK. FILL DECK CORES SOLID WITH NON COMBUSTIBLE MATERIAL OR ROCK WOOL OR EQUAL NEW SIPLAST ROOFING SYSTEM -- I 172" TYPE "B" 22 ga. GALV. ROOF DECKING T' x 3/8" x T' BRG. PLATE WITH (2} 3/4'@ x 7" ANCHOR BOLTS WELDED TO pLATE 2 COURSES OF BOND BEAM WITH {2) # 5 BARS CONTINUOUS AT PERIMETER, FILL ALL BOND BEAMS SOLID W/3000 PSi BAR JOIST DETAIL SCALE: I"= 1'-0" 1 MIN CLEAR AND CLEAN AIR SPACE GALVANIZED 3 WIRE TRUSS MESH. ALL WIRE TO BE 9ga. GALVANIZED ADJUSTABLE EYE WIRE WITH RECTANGULAR ADJUSTABLE TIES, ALL WIRE TO BE 9ga, WALL TIE DETAILS FA~CTORY PREFABRICATED CORNERS AND TEES SHALL BE USED AT ALL CORNERS AND INTERSECTIONS AND SHALL BE THE SAME GAUGE, FINISH At, RD DESIGN AS THE CONTINUOUS JOINT REINFORCEMENT. SCALE 1 =1~3 NEW CERAMIC FLOOR TILE BOND COAT MESH REINFORCING )REMOVE) [ FLASH PATCH AS REQUIRED ] ~/CONCRETE PATCH NEW FLAT STEEL PLATE 1 ~8" THICK - EXTEND 6" MINIMUM AROUND ALL SIDES OF THE OPENING. ~qo ,uo-z ~ ~J ~ ~j ~j z O IOA NEW FLOOR PATCHING DETAIL @ NEW TILE FLOOR A-502 SCALE 3 = I ~)' HARDWARE GROUPS HARDWARE GROUP "EX-1" EXTERIOR 1 CONTINUOUS HINGE ALUM. HEAVY DUTY 628 SEL 1 PANIC DEVICE RIM W/CYL OUTSIDE & CYL. DOGGING 626 VON 2 CYLINDER I/C CORE (SEE SPEC FOR DETAILS} 626 SCHL 1 FLUSH PULL SL-82, PROVIDED x DOOR MANUF. 628 SPE 1 SURFACE CLOSER PARALLEL ARM W/H.O. @ SPRING STOP ARM 689 LCN 1 PERIMETER SEAL PROVIDED W/FRP DOOR SPE 1 THRESHOLD AS REQUIRED SEE SPECIFICATIONS 628 REE HARDWARE GROUP "EX-2" E)CrER~OR 2 CONTINUOUS HINGE ALUM. HEAVY DUTY 628 SEL 1 MULLION KEYED REMOVABLE 689 VON 1 PANIC DEVICE RIM EXIT ONLY W/CYL. DOGGING 626 VON 1 PANIC DEVICE RIM W/CYL. OUTSIDE & CYL. DOGGING 626 VON 3 CYLINDER I/C CORE (SEE SPEC FOR DETAILS) 626 SCHL 2 FLUSH PULL SL-82, PROVIDED x DOOR MANUF. 628 SPE 2 SURFACE CLOSER PARALLEL ARM W/H.O. @ SPRING STOP ARM 689 LCN 1 PERIMETER SEAL PROVIDED W/FRP DOOR SPE 1 THRESHOLD AS REQUIRED SEE SPECIFICATIONS 628 REE HARDWARE GROUP "HS" ERGH SECUR 3 HINGES HEAVY WEIGHT BALL BEARING 652 HAG 2 CORE ONLY 23-030 EVEREST D RESTRICTED KEYWAY 626 SCH 1 MORTISE LOCKSET CLASSROOM SEC FUNCTION X LEVER TRIM 626 SCH 1 SURFACE CLOSER PARALLEL ARM (EXTRA DUTY ARM} 689 LCN 1 DOOR STOP WALL OR FLOOR (OVERHEAD IF NOTED) 630 GLY 2 KICK PLATES 8" x 2" LDW x B3E 630 IVE 3 SILENCERS SR64 CRY IVE FOR INBW[NG DOORS, PROVIDE REGULAR ARM CLOSER INSTEAD OF PARALLEL ARM CLOSER, IN GENERAL, DOOR CLOSER SHALL BE PROVIDED THAT MOUNTS ON THE NON-PUBLIC SIDE OF THE DOOR, HARDWARE GROUP "HS-2" N GH SECUR PY 6 HINGE HEAVY WEIGHT BALL BEARING 652 HAG 1 DUST PROOF STRIKE DP2 626 IVE 2 MANUAL FLUSH BOLT TOP & BOIffOM 626 IVE 1 "CORE ONLY 23-030 EVEREST D RESTRICTED KEYWAY 626, SCH 1 M~RTISE LOCKS~ CLASSROOM. SEC FUNCTION X LEVER TRIM ~26 SCH I SCL DUMMY TRIM LEVER IRIM [O MA[CH LOCKSE[S '626 SeN 2 SURFACE CLOSER PARALLEL ARM (EXTRA DUTY ARM) 689 LCN 2 KICK PLATES 8" x 2" LDW x B3E 630 IVE 4 SILENCERS SR64 GRY IVE FOR INBWfNG DOORS, PROVIDE REGULAR ARM CLOSER INSTEAD OF PARALLEL ABM CLOSER IN GENERAL, DOOR CLOSER SHALL BE PROVIDED THAT MOUNTS ON THE NON-PUBLIC SIDE OF THE DOOR, HARDWARE GROUP "ST-1" STORAGE HINGE HEAVY WEIGHT BALL BEARING 652 HAG CORE ONLY SCHLAGE FULL SIZE I.C. CORE KEYWAY 626 SCH MORTISE LOCKSET CLASSROOM FUNCTION x LEVER TRIM 626 SCH SURFACE CLOSER PARALLEL ARM W/STOP 689 LCN KICK PLATES 8" x 2" LDW x B3E 630 IVE SILENCERS AS REQUIRED GRY IVE HARDWARE GROUP "ST-2" STORAGE HINGE HEAVY WEIGHT BALL BEARING 652 HAG DUST PROOF STRIKE DP2 626 IVE MANUAL FLUSH BOLT TOP & BOITOM 626 IVE CORE ONLY SCHLAGE FULL SIZE I.C. CORE KEYWAY 626 SCH MORTISE LOCKSET STOREROOM FUNCTION x LEVER TRIM 626 SCH SGL DUMMY TRIM LEVER TRIM TO MATCH LOCKSETS 626 SCH SURFACE CLOSER PARALLEL ARM W/STOP 689 LCN KICK pLATES 8" x 2" LDW x B3E 630 IVE SILENCERS AS REQUIRED GRY IVE HARDWARE GROUP "T-FAC" PRIVATE FACULTY TOILET 3 HINGES HEAVY WEIGHT BALL BEARING 652 HAG 1 CORE ONLY 23-030 EVEREST D RESTRICTED KEYWAY 626 SCH 1 MORTISE LOCKSET REST ROOM, LOCKED O/S LEVER x OCCUPIED 626 SCH 1 SURFACE CLOSER PARALLEL ARM (EXTRA DUTY ARM) 689 LCN 1 DOOR STOP WALL OR FLOOR (OVERHEAD IF NOTED) 630 GLY 2 KiCK PLATES 8" x 2" LDW x B3E 630 IVE 3 SILENCERS SR64 GRY IVE FOR INSWING DOORS, PROVIDE REGULAR ARM CLOSER INSTEAD OF PARALLEL ARM CLOSER, IN GENERAL, DOOR CLOSER SHALL BE PROVIDED THAT MOUNTS ON THE NON-PUBLIC SIDE OF THE DOOR, _//W^LLW,DTH // S C H E D U L E 001 3'~" x 7'-2" 45-MIN 0 0 HS MASONRY 8" PANIC HARDWARE, KICK PLATES 002 3'-8" x 7L2'' 45-MIN O O HS MASONRY 12" PANIC HARDWARE, KICK P~TES O03 3'-0" x 7'~2" 45-MIN O O HS MASONRY 8" PANIC HARDWARE, KICK P~TES 004 3'-0" x 7'-Z' 45-MIN O O HS MASONRY 8" PANIC HARDWARE, KICK PLATES 100 7'-10" x 9' 10" O O STANLEY MASONRY 1Z' EMERGENCY EGRESS BREAK AWAY - BY DOOR MANUFACTURER 101 7'-10" x 9'-10" O O STANLEY GYPSUM 6" EMERGENCY EGRESS BREAK AWAY - BY DOOR MANUFACTURER 102 3'-0" x 4'-0" O O ELLISON GYPSUM 6" KICK PLATES 103 3'-0" x 7L2'' O O EX-1 MASONRY 1Z' PANIC HARDWARE, KICK P~TES 104 3'-0" x 7'-2' O O EX-1 MASONRY 12" PANIC HARDWARE, KICK PLATES 105 3'0" x 8'-0" O O ELLISON GYPSUM 6" VISION PANEL, KICK PLATES 106 (2) 3'-0" x 8'-0" O O ELLISON-2 GYPSUM 6" VISION PANEL, KICK PLATES 107 3'-0" x 7'-2" O O EX-2 MASONRY 8" PANIC HARDWARE, KICK PLATES 108 3'-0" x 7'-0" O O T-FAC GYPSUM 6" KICK PLATES 109 3'-0" x 7'~" O O T-FAC GYPSUM 6" KICK PLATES 110 (2) 3'-0" x 8'-0" O O ELUSON-2 GYPSUM 6" VISION PANEL, KI~K PLATES 111 3'-0" x T-Z' 45-MIN O O HS GYPSUM 6" PANIC HARDWARE, KICK PLATE, PROVIDE TACTILE LEVER HARDWARE 112 (2) 2'-0" X 8'-0" O O ELLISON-2 GYPSUM 6" VISION PANEL, KICK PLATES 113 3'-0" x 7'-0" O O HS GYPSUM 6" VISION PANEL, KICK PLATES 114 4'~0" x 8'-0" O O STANLEY GYPSUM 6" EMERGENCY EGRESS BREAK AWAY - BY DOOR MANUFACTURER 115 7'q 0" x 9'q 0" O O STANLEY MASONRY 12" EMERGENCY EGRESS BREAK AWAY - BY DOOR MANUFACTURER LINE OF HEADER ABOVE ROUGH OPENING PACKAGE WIDTH - EXIT PANIC HARDWARE INTERIOR SIDE ,k 1 ~' (44) EXTERIOR SIDE DOOR SECTION STANLEY DURAGLIDE 3000 SINGLE SLIDE DOOR 3"=1 '-0" ~-COMBUSTIBLE MINERAL CORE 5"x12" LOCK BLOCKS DWER LATCH CASE BLOCKING ALL FIRE RATED DOORS ALL HARDWARE REINFORCING SHOWN IS REQUIRED ON EVERY FIRE-RATED DOOR REGARDLESS GE THE SPECIFIC HARDWARE ON THE DOOR. TOP RAIL PARTICLE BOARD CORE ALL NON-FIRE RATED DOORS 6" TOP RAIL REQUIRED ON ALL NON FIRE RATED DOORS REGARDLESS OF TIHE SPECIFIC HARDWARE ON THE DOOR. NOTE: ALL HARDWARE REINFORCING SHOWN ABOVE IS THE MINIMUM REQUIRED, DOORS WITH HARDWARE THAT MAY REQUIRE ADDITIONAL BLOCKING ARE TO BE PROVIDED WITH THE ADDITIONAL BLOCKING AT NO EXTRA COST DOOR HARDWARE REINFORCING DETAILS SCALE: 1/4"= 4 3/4"x4 3~4" SIGN CLASS "A" RAISED NUMBER5 MAX. MOUNTING - HEIGHT 60" TO CENTERLINE OF BRAILLE COLOR SELECTIONS BY OWNER 3 HC200N ADA COMPLIANT SIGN BY BEST SIGN SYSTEMS PROVIDE MOUNTING VIA DOUBLE SIDED TAPE NUMBER PLATE DETAIL OFF FLOOR ADJACENT TO LATCH SIDE OF DOOR EVERY NEW DOOR TO HAVE NEW ROOM SIGN, TYPICAL SCALE: NTB h CHARACTERS SHALL ALL BE UPPER CASE IN THE SANS SERIF SiYLE ONLY. ITALIC, OBLIQUE SCRIPT, OR OTHER HIGHLY DECORATIVE FORMS WELL NOT BE ACCEPTED. 2. WIDTH TO HEIGHT RATIO - WIDTH SHALL BE 55 PERCENT MIN. HEIGHT SHALL BE 110 PERCENT MAXIMUM. BASE ON UPPER CASE 'O" FOR WIDTH AND ON UPPER CASE "f' FOR HEIGHT'. 3. CHARACTER HEIGHT SHALL BE 5/8" MIN. TO 2" MAX. BASED ON UPPER CASE "1" 4. CHARACTER STROKE THICKNESS 10 PERCENT MINIMUM TO 15 PERCENT MAXIMUM BASED ON UPPER CASE 'T' 5, CHARACTERSPACINGSHALLBE I/8"MIN. TO 3/8" MAX FOR RECTANGULARCROSSSECTtONSAND1/16"MIN. TOB/B" MAX. FOR ALL OTHER CROSS SECTIONS. 6. CHARACTER LINE SPACING SHALL BE 135 PERCENT MINIMUM TO 170 PERCENT MAXIMUM BETWEEN BASEUNES OF SEPARATE LINES OF CHARACTERS. 7. BRAILLE - TACTILE CHARACTEBS SHALL BE ACCOMPANIED BY GRADE II BRAILLE AND COMPLY WITH SECTION 703.5 OF THE ICC/ANSI A117.1-1998. B, ALL SlGNAGE SHALL COMPLY WITH 703 WITH SECTION 703 5 OF THE ICC/ANSI Al 17.1-1998. 9. ALL SIGNAGE SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POBIDON 7-5/8" 5-5/8" ANCHOR TO -- WALL FILL SOLID FRAME VARIES 1/2" TYPICAL HOLLOW METAL FRAME AT 6" & 8" BLOCK WALL SCALE: 3I': I'-0" -- 2 LAYERS 5/8" TYPE STEEL - 14ga. H,M, FRAME TYPICAL HOLLOW METAL FRAME AT 6" STEEL STUD WALL SCALE: B" = I'~f' DOOR NOTES: 1. ALL GLAZING IN NEW NON-RATED DOORS TO BE 1/4" TEMPERED SAFETY GLASS. 2. ALL GLAZING IN ALL LABEL DOORS SHALL BE LABELED GLASS BY SUPERLITE OR FIRELITE. 3. CLOSERS ON DOORS WITH DIRECT ACCESS TO A CORRIDOR ARE NOT TO HAVE HOLD OPENS. ALL CYLINDERS ARE TO BE SCHLAGE KEY WAY FULLSIZE INTERCHANGEABLE CORES. 4. OFFICES AND OTHER INDICATED SPACES TO RECEIVE SCHLAGE L9071ROOM SECURITY FUNCTION LOCKSETS. LOCKSET TO INCLUDE OPTIONAL"LOCKED/UNLOCKED" INDICATOR ON THE ROOM SIDE. 5. ALL LABEL DOORS SHALL BE EQUIPPED W/HEAVY DUTY STEEL BEARING TYPE KNUCKLE HINGES. 6. ALL DOORS WHICH LEAD DIRECTLY TO THE EXTERIOR SHALL BE EQUIPPED WITH HOLD OPENS. 7. ALL LOCKS ARE TO BE MORTISE TYPE WITH FULL ESCHUTEON, CONCEALED SCREW AND SOLID "03" TYPE LEVERS. 8. ALL STRIKE PLATES ARE TO HAVE CURVED LIP STRIKE EXCEPT DEAD BOLT STRIKES. ALL BOIffOM FLUSH BOLTS ARE TO HAVE IVES DP2 DUST PROOF STRIKES. 9. ALL FIRE RATED DOORS ARE TO HAVE HARDWARE REINFORCING/BLOCKING. 10. WHERE A CLOSER IS NOT PROTECTED BY A DOOR STOP THE CLOSER IS TO BE THRU BOLTED WITH A S/S PLATE. 11. CLOSERS ON ALL OTHER NON FIRE RATED DOORS SHALL BE ADJUSTED TO MEET ANSI STANDARDS WITH REGARD TO CLOSING SPEED AND OPENING FORCE. 12. PROVIDE WALL MOUNTED DOOR STOPS FOR ALL INTERIOR DOORS. PROVIDE FLOOR MOUNTED DOOR STOPS WHERE WALL MOUNTED IS NOT POSSIBLE. 13. PROVIDE GLAZING COMPOUND OR CAULKING AROUND ALL NEW DOOR LIGHTS. 14. VERIFY SIZES OF ALL EXISTING FRAMES TO REMAIN. 15. ALL NEW ALUMINUM FRAMES SHALL BE 2" x 6" 16. FURNISH AND INSTALL NEW 1/2" x 6" STEEL REINFORCING AT DOOR HEAD - EXTERIOR DOORS. 17. FURNISH AND INSTALL 1/2" x 6" STRIKE REINFORCEMENT AT ALL DOOR LOCATIONS - EXTERIOR DOORS. lB. FURNISH AND INSTALL .125 CLOSER AND LOCK REINFORCING ANGLES AT ALL DOOR LOCATIONS - EXTERIOR DOORS. 19. ALL SADDLES TO BE SET IN BED OF CONCRETE PRIOR TO INSTALLING NEW SADDLE - EXTERIOR DOORS 20. ALL NEW HOLLOW METAL FRAMES ARE TO BE 14ga. 21. WHEREEX~TDEVICESARESPEC~F~ED."LESSB~Ti~MR~D`'~PR~V~DE&~NSTALLMANUFA~TURER~SSTANDARD SPRING LOADED AUXILIARY LATCH BOLT AS REQUIRED TO MAINTAIN FIRE LABEL. SCOPE OF WORK - STANLEY SLIDING DOORS 1. GENERAL CONTRACTOR IS REQUIRED TO REMOVE ALL EXISTING DOOR ASSEMBLIES AND OR GLASS TRANSOMS AS SHOWN AS DASHED AND DISPOSE OF OFF SITE. 2, REMOVAL OF ALL CEILING GRIDS AND LIGHTING FIXTURES SHALL BE REMOVED AS NEEDED BY THE GC TO ALLOW FOR EXISTING DOOR REMOVAL AND NEW DOOR INSTALLATION. ALL REMOVED ITEMS SHALL BE REPLACED [N KIND BY THE G.C. TYPICAL AT ALL WORK LOCATIONS. , 3. ALL NEW DOOR ASSEMBLY'S ARE TO BE MANUFACTURED BY STANLEY OR APPROVED EQUAL. REFER TO ELEVATIONS FOR PACKAGE WIDTHS AND ALL OTHER DIMENSIONS. CONTRACTOR IS REQUIRED TO VERIFY ALL DIMENSIONS AND BECOME FAMILIAR WITH JOB PRIOR TO BIDDING. 4. ALL DOOR FINISHES ARE TO BE SELECTED BY OWNER. CONTRACTOR IS REQUIRED TO PROVIDE ALL SAMPLES FOR FINISHES AND PANELS FOR FINAL SELECTION. TYPICAL. 5. C.C. IS TO PROVIDE ALL ADDITIONAL STRUCTURE REQUIRED TO ALLOW FOR PROPER DOOR ASSEMBLY. ALL DOORS ARE TO BE INSTALLED AS PER MANUFACTURES SPECS. TYPICAL. 6. ALL NEW GLASS SHALL BE THOROUGHLY CLEANED IN FACTORY BEFORE SHIPMENT. ALL SEALANTS, OILS AND DIRT ARE TO BE REMOVED, PACKAGE WIDTH CLEAR DOOR OPENING INTERIOR SIDE SENSOR NEW THRESHOLD WITH ½ -- MAXIMUM ACCORDANCE WITH ADAAG FOR ACCESSIBIblTY. SEE DETAIL THIS SHEET, EXTERIOR SIDE DOOR PLANS STANLEY DURAGUDE 3000 SINGLE SLIDE DOOR J ACCESS COVER INTERIOR SIDE t 4 -EE SET Il CEMENT, NEW THRESHOLD AS MANUFACTURED BY STANLEY. DOOR SECTION ALL STANLEY DOORS NOTE: SHADED DOORS INDICATE ELUSON DOUBLE IMPACT DOORS. MODEL NUMBER: PMP-2 # 101 REFER TO ELEVATIONS FOR ALL SIZES. MODIFY HOLLOW METAL FRAMES AS REQUIRED TO ALLOW FOR PROPER ELLISON DOOR INSTALLATION CONTRACTOR [S REQUIRED TO VERIFY ALL DOOR SIZES, DIMENSIONS, AND HABDWARE IN FIELD FOR JNSWING DOORS, PROVIDE REGULAR ARM CLOSER INSTEAD OF PARALLEL ARM CLOSER. IN GENERAL, DOOR CLOSER SHALL BE PROVIDED DOOR, THAT MOUNTS ON THE NON-PUBUC SIDE OF THE AHD DOOR SHALL BE DOOR ELEVATIONS SCALE: N,T.S. __ DIRECTIONAL MOTION SENSOR -- STAN GUARD EXTERIOR SIDE NOTE: G,C IS REQUIRED TO TURN IN FACE BRICK AT ALL MASONRY OPENINGS TYPICAL FILLER BRIC]( AS NEEDED, THROUGHOUT, MODIFY / CUT BRICK AS REQUIRED AND PROVIDE 8" CMU KARNAK 83 AF FIBRAfED DAMP PROOFING IS TO BE APPLIED TO ALL BACKUP WALL FACES· 1 1/2" RIGID INSULATION AIR SPACE FACE -- BULLNOSE BLOCK SEALANT 2" x 6" ALUMINUM FRAME SEALANT NOTE- PROVIDE SHIMS AS REQUIRED TO ALLOWr FOR PROPER iNSTALLATION SPONGE PVC GLAZING TAPE H' INSULATED TEMPERED SAFETY GLASS 1" INS. GLASS VISION KIT DETAIL / MULLION BY KEYED NYLON BRUSH ~ I/" CYLINDER WEATHER-STRIP J / /~ CLASS "A" INTERIOR FFR.P. SKiN FOAM CORE MEETING STILES MORTISE LOCK TYPICAL ALUMINUM FRAME AND F.R.P. DOOR AT 12-14" MASONRY WALL TOP AND BOTTOM RAILS 2" x 6" ALUMINUM FRAME ~" STEEL TIE ROD · 120 AMP WOOD GRAIN BHEET POUREDIN PLACEUBETHANE FOAM CORE ~'~EELTIEROD WEATHER-STRIP ~- FLOOR LINE MODIFY DETAIL AS REQUIRED AT ALL DIFFERENT WALL SIZES SCALE, 3"= I'~' 4D EDGE TO MEET BULLNOSE BLOCK BASE ELEVATION SCALE' 1"= 1'-0" TYPICAL HOLLOW METAL FRAME AT 10" & 12" BLOCK WALL -- MASONRY WALL BOTTOM COURSE OF BLOCK TO HAVE SQUARE EDGE TAPER EDGE IN FIELD, SEE DETAIL BULLNOSE BLOCK ABOVE BOIfOM COURSE CONTINUOUS CAULK BEAD NEW 14 ga, HOLLOW METAL FRAME -- FILL FRAME SOLID WI CONCRETE MASONRY ANCHORS, THREE PER JAMB WINDOW AND GLAZED DOOR AREA BETWEEN 25 % AND 40 % AS PER TABLE 802.2(2) OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE SHALL BE: SHGC - 0.4 U-FACTOR - 0.5 ELECTRICAL SUPPLY REFER TO "E" DRAWINGB DIRECTIONAL MOTION SENSOR DURAGDDE 3000 SINGLE SLIDE DOOR WITH GLASS TRANSOM AB MANUFACTURED BY STANLEY EMERGENCY BREAKOUT OPENING IS 109" min. 4'-4" CLEAR [ ~ LpEE~N%OIsO,~ 2" min. 9'-1 O" PACKAGE WIDTH STANLEY DOOR ELEVATIONS 4'-0" CLEAR 't 4%4" PACKAGE WIDTH DIRECTIONAL MOTION SENSOR "MAGiC-FORCE" DOOR OPERATOR NEW MAGIC FORCE DOOR SWING SYSTEM WITH SINGLE HINGED DOOR WITH GLASS VISION PANELS AS MANUFACTURED BY STANLEY TYPICAL DIMENSIONS FOR ALL SINGLE SLIDE DOORS: ALL PACKAGE WIDTHS = 2x CLEAR OPENING + 1 385-" ALL CLEAR OPENINGS : 21 PACKAGE WIDTH - 6~" MINIMUM EMERGENCY BREAKOUT = PACKAGE WIDTH - 9" 9_- DOOR PANEL WIDTH = 14 PACKAGE WIDTH + ~6 7. CONTRACTOR HALL SUPPLY AND INSTALL ALL SHIMS AND BLOCKING AS REQUIRED, ALL BLOCKING IS TO BE CONTINUOUS AT THE PERIMETER OF ALL OPENINGS. 8. CONTRACTOR SHALL SUPPLY AND INSTALL ALL SEALANT & BACKER ROD AS REQUIRED. ENTIRE DOOR ASSEMBLY SHALL BE CAULKED AT THE PROJECT COMPLETION. TYPICAL AT ALL LOCATIONS. 9. ALL LINTELS ABOVE ALL NEW DOOR ASSEMBLIES ARE TO BE PRIMED AND PAINTED. 10. ALL VOIDS SPACES AROUND WINDOWS ARE TO BE STUFFED WITH INSULATION. 11 .FOR ALL ELECTRICAL NOTES AND DETAILS REFER TO "E" DRAWINGS. TWO HINGED DOORS IN SERIES 24 MIN, X FULLSIDE I Rj 610 PUBHSIDE NOTE, Y = 54 IN./1370 MM) MINIMUM IF DOOR HAS A CLOSER MINIMUM IF DOOR HAS A CLOSER LATCH-SIDE APPROACHES - SWINGING DOORS A.D.A. DOOR: TYPICAL CLEARANCES PULLSIDE FRONT APPROACHES - SWINGING DOORS HAS BOTH A CLOSER AND A LATCH NOIE: X=12 IN (205 MM) IF THE DOOR PUSHSIDE PULLSIDE 54 MIN, NOTE X=36 IN, {91E MM) MINIMUM IF Y = 60 IN (1525 MM)' X :42 N. (10RS MM) MINIMUM NOTE Y:4B IN. (1220 MM} IF Y: 54 IN, 11370 MMI MINIMUM IF DOOR HAS BOTH A LATCH AND A CLOBER HINGE-SIDE APPROACHES - SWINGING DOORS NOTE, ALL DOORS IN ALCOVES SHALL COMPLY WITH CLEARANCES FOR FRONT APPROACHES. "DA10O-T' ALUMIINUI, DOUBLE WING EXPANSION JOINT COVER AS MANUFACTURED BY D&B X-PANSION ,JOINTS INC. 1 80[~237-1 579 OR EQUAL FLOOR TILE THREADED/ANCHOR SET IN CERAMIC EPOX'Y ADHESIVE OR CAST JN PLACE AiNCHOR SYSTEM EXPANSION JIOINT COVER DETAIL 1/2" PREMOLDED EXPANSION JOINT FLOOR TILE -- CONCRETE SLAB 1/2 FULL SCALE ALUMINUM SADDLE , NOTE: PROVIDE LARGER WIDTHS AS NEEDED TO CONCEAL FLOORING. GROUT SOLID BELOW SADDLE SIZE MAY VARY SADDLE DETAIL SCALE: 1/2 FULLSCALE 1/4 GLAZING. MAY VARY. T COVER EDGE OF VENEER GLAZING DETAIL WOOD DOORS SCALE: I/2 FULLSCALE f / / HOLLOW METAL DOOR HARDWARE H.M. FRAME 3'-0" ,i~ DOOR F.R P, DOOR. 3'-4" 3'-4" 3'-4" ,~ l '-10" ,~ UJ 0 < 0 0 < B A-601 WINDOW INSTALLATION NOTES I. ALL INTERIOR SASH SHALL BE CLEAR TEMPERED GLASS WITH THE EXCEPTION OF TOILETS WHICH SHALL BE OBSCURE TEMPERED. 2. ALL MASONRY OPENINGS MUST BE VERIFIED IN THE FIELD. 3. ALL VOID SPACES AROUND WINDOWS ARE TO BE STUFFED WITH INSULATION 4. ALL GLAZING IN OPERABLE SASHES 5HALL BE SET IN "MARINE ( WRAP AROUND) TYPE GLAZING" WITHOUT REMOVABLE SNAP ON GLAZING STOPS GLAZING SYSTEMS USING SNAP-IN ALUM. GLAZING BEADS AND '1HER' GLAZING SHALL NOT BE ACCEPTABLE. 5, ALL NEW GLASS SHALL BE THOROUGHLY CLEANED IN FACTORY BEFORE SHIPMENT. ALL SEALANTS, OILS AND DIRT TO BE REMOVED 6. EXTERIOR AND iNTERIOR FRAMES OF DUAL WINDOWS TO BE INDIVIDUALLY ANCHORED THROUGH THE ENDS OF BOTH FRAMES (AT THE JAMBS, AND HEADSl AND SUPPORTED WLTH SHIMS, ETC. REFER TO SPECIFICATIONS CLIP ON ANCHORAGE SHALL NOT BE ACCEPTABLE, 7. ALL INNER SASH SHALL HAVE CONCEALED LOCKINg MECHANISM AS SPECIFIED. B. ALL WINDOWS TO HAVE LIMIT STOPS, EXCEPT EMERGENCY ESCAPE WINDOWS. FIRST FLOOR LIMITS STOPS SHALL BE SET AT 12", 2nd FLOOR SET AT 8" 9. ALL NEW WINDOWS ARE TO RECEIVE CONTINUOUS ALUMINUM PANNING AT ALL NEW WINDOW LOCATIONS AS PART OF THE BASE BID. 10. (1) COMPLETE INNER AND OUTER SPARE SASH SHALL BE PROVIDED FOR EACH OPERABLE WINDOW TYPES 11. ALL WINDOW MEMBERS SHALL BE EXTRUDED ALUMINUM, BREAK METAL WiLL BE USED ONLY IF SPECIFICALLY CALLED FOR ON THE PLANS. 12. CONTRACTOR SHALL SUPPLY AND INSTALL ALL SHIMS AND BLOCKING AS REQUIRED, ALL BLOCKING IS TO BE CONTINUOUS AT THE PERIMETER OF ALL OPENINGS. 13 CONTRACTOR 5HALL SUPPLY AND INSTALL ALL SEALANT & BACKER ROD AS REQUIRED. 14. ALL NEWLY INSTALLED EXTERIOR ALUMINUM TRIM & PANNING SHALL BE .082 THICK & ALL NEWLY INSTALLED INTERIOR ALUMINUM PANNING & TRIM SHALL BE .060 THICK, 15 ALL LINTELS ABOVE ALL NEW WINDOW5 ARE TO BE PRIMED AND PAINTED. EXTERIOR LINTELS ARE TO BE GALVANIZED. WIND BORNE DEBRIS NOTE: WINDOWS FOR THIS PROJECT ARE TO DESIGNED TO MEET OR EXCEED RPQUIREMENTS GE THE BUILDING CODE OF NEW YORK STATE, SECTION 1609, PROTECTION OF OPENINGS IN A WIND-BOURNE DEBRIS REGION. ALL WINDOWS W/IN 30'-0" OF GRADE SHALL MEET OR EXCEED THE LARGE MISSILE TEST - ASTM E 1996. NEW GYPSUM WALL. SEE PLAN. 1" x ~' MAPLE WOOD STOPS. FINISH TO BE BY OWNER, NEW 42` TEMPERED SAFTEY GLASS, TYPICAL AT ALL LOCATIONS. FOR ALL INTERIOR J WINDOW SIZES REFER TO PLAN AND INSTALL NEW 2" 14 ga, HOLLOW METAL FRAME AROUND ENTIRE OPENING. PRIME AND PAINT. COLOR AS PER OWNER, 2" x 6" WOOD BLOCKING. NEW GYPSUM WALL REFER TO PLAN FOR ALL CONSTRUCTION INFORMATION WINDOW SECTION - C - D - E SEALANT CONTINUOUS ALUMINUM PANNINg BLOCKING AS REQUIRED FIXED WINDOW CONTINUOUS -- ALUMINUM SNAP TRIM FIXED FIXED FIXED FIXED FINISHED FIRST FLOOR WINDOW ELEVATIONS 2~" CONTINUOUS ALU M~NUM SNAP TRIM JAMB DETAIL FIXED WINDOW CONTINUOUS ALUMINUM TRIM SEALANT REFER TO STRUCTURAL DRAWINGS FOR EXACT LINTEL CONDITION WINDOW APRON INSTALL NEW PEEL AND STICK FLASHING AT FACE OF NEW STEEL LINTEL, NEW STEEL LINTEL SEALANT -- BLOCKING AS REQUIRED CONTINUOUS ALUMINUM PANNING DOUBLE GLAZED WINDOW jUNE OF MASONRY BEYOND WINDOW TYPE {~ HEAD DETAIL EXISTING B" C.M,U, FILLED SOLID. I~'PICAL AT ALL WINDOW LOCATIONS. WINDOW TYPE MASONRY OPENING BEYOND DOUBLE GLAZED WINDOW CONTINUOUS ALUMINUM PANNING BLOCKING AS REQUIRED WINDOW DETAILS WINDOW TYPES A -- SEALANT FASTEN NEW CLEAT TO FACE BLOCK 40 MIL EPDM FLASHING MN 10-2 1' MORTAR NET QUADRO-VENT WEEP HOLES @ 16" O C KARNAK 83 AF FIBRATED DAMP PROOFING IS TO BE APPLIED TO ALL BACKUP WALL FACES. REMOVE ONE COURSE OF EXISTING FACE BRICK TO ALLOW FOR NEW SILL FLASHING TO BE INSTALLED. SILL DETAIL - FIXED WINDOW SCALE: 3 =1-0' NEW 2 HOLLOW -- METAL FRAME CONTINUOUS OAK SURROUND -- AT ALL VESTIBULE WINDOW UNITS, INCLUDE 4" x ~" OAK SURROUNDS AROUND ENTIRE PERIMETER, EXISTING WALL AND STRUCTURE [S TO REMAIN, PROTECT FROM ALL DAMAGE, SEALANT ALL INFORMATION [NEW BATf INSU LATIDN R-15 ] NEW HARDY PLANK SIDING. REFERTO ELEVATIONS FOR ALL INFORMATION, NEW ~' DENSGLASS GOLD BOARD. LINE OF MASONRY BEYOND WALL DETAIL ~" FIBEROCK BOARD. TAPE, SPACKLE, PRIME AND PAINT. COLOR IS TO BE BY OWNER, CONTINUOUS ALUMINUM TRIM NEW FIXED STOREFRONT WINDOW IEW BAIT INSULATION -1~, NEW HARDY PLAN K TRJM. REFER TO ELEVATIONS FOR ALL INFORMATION, NEW ~' DENSGLASS GOLD BOARD SEALANT WINDOW TYPE O HEAD DETAIL NEW FIXED STOREFRONT WINDOW CONTINUOUS ALUMINUM TRIM WINDOW TYPE ~ CONTINUOUS ALUMINUM PANNING BLOCKING AS REQUIRED ~' FIBEROCK BOARD, TAPE, SPACKLE, PRIME AND PAINT, COLOR [S TO BE BY OWNER. 2~2" RIGID INSULATION CUT PO FIT 2 ~' GALVANIZED J 8ga METAL SUDS @ 16" CMU. NEW HARDY PLANK TRIM, REFER TO ELEVATIONS FOR ALL INFORMATION, NEW f' DENSGLASS GOLD BOARD, NEW DECORATIVE HARDY PLANK TRIM, REFER TO ELEVATIONS FOR ALL INFORMATION, SEALANT WINDOW TYPE ~) HEADER DETAIL CONTINUOUS ALUMINIUM TRIM WINDOW TYPE WINDOW NEW 8" C M U FILLED SOLID, TYPICAL AT ALL WINDOW LOCATIONS, FINISHED FLOOR WINDOW DETAILS SILL DETAIL CONTINUOUS ALUMINUM PANNING BLOCKING AS REQUIRED SEALANT EXTRUDED ALUMINUM SILL ~0 MIL EPDM FLASHING. TURN UP EDGES AFTER WINDOW BLOCKING REFER TO MASONRY DETAILS FOR ADDITIONAL INFORMATION. KARNAK 83 AF FIBRATED DAMP PROOFING IS TO BE APPLIED TO ALL BACKUP WALL FACES, 2~" RIGID INSULATION CUT TO FIT 2 ~' GALVANIZED 18ga. WJNDOWTYPES B - FIXED WINDOW SCALE: 3 = 1-0' VERIFY ALL WINDOW SIZES WITH OWNER PRIOR TO START OF WINDOW FABRICATION. NEW 2" HOLLOW Z r'~ '~ METAL FRAME NEW 2" HOLLOW METAL FRAME III IOA A-602 SCALE: 1/2" = 1'~)" 2" x 12" EXISTING SLOPED ROOF 2" x 12" EXISTING SLOPED ROOF NEW LINTELS REFER TO LINTEL SCHEDULE FOR ALL LINTEL AND BOND BEAM CONSTRUCTION DETAILS TYPICAL THROUGHOUT ALL LOCATIONS, NEW BOND BEAM CONSTRUCTION NEW METAL DECK CONTRACTOR IS REQUIRED TO INSTALL I~t" 20 ga, TYPE B METAL ROOF DECK OVER NEW STRUCTURE, FOR ALL DECKING REQUIREMENTS REFER TO STRUCTURAL DETAIL PAGE. NEW STEEL JOIST BRIDGING - CONTRACTOR IS REQUIRED TO INSTALL TOP AND BOSOM BRIDGING AS SPECIFIED BY SJI FOR ENTIRE LENGTH OF NEW ADDITION, FASTEN BRIDGING TO FACE OF MASONRY WALLS / NEW STEEL BEAMS. ROOF PENETRATION NOTE CONTRACTOR IS REQUIRED TO PROVIDE ALL ROOF OPENINGS AS NEEDED, COORDINATE ALL LOCATIONS WITH I ROOF EQUIPMENT NOTE: LOCATION FOR FUTURE PLACEMENT OF ROOF TOP MOUNTED EQUIPMENT ALL FUTURE EQUIPMENT SHALL SIT ON TOP OF NEW STEEL ROOF BEAMS, OWNER SHALL CONTRACT ARCHITECT PRIOR TO INSTALLATION OF ANY NEW ROOF EQUIPMENT, SHOP DRAWINGS ALL STEEL CONNECTIONS ARE TO APPROVED BY THE ARCHITECT. THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH STEEL SHOP DRAWINGS INDICATING ALL MEMBERS SIZES AND CONNECTION INFORMATION PRIOR TO THE START OF ANY STEEL FABRICATION. I- NEW COLUMNS NOTE: REFER TO COLUMN SCHEDULE FOR ALL NEW COLUMN SIZES AND HEIGHTS, TYPICAL THROUGHOUT. EXISTING ROOF STRUCTUI CONTRACTOR IS REQUIRED TO SISTER EXISTING WOOD JOISTS AT THIS LOCATION. SIZE OF NEW ROOF JOISTS SHALL MATCH EXISTING. TYPICAL THROUGHOUT ENTIRE SHADED AREA. L CD LM 2"x 12" EXJSTIHG SLOPED ROOF JOISTS @ 16~' O.C. 2" x 12"' EXISTING SLOPED ROOF JOISTS @ 16"O.C. 38' 10" LINTEL-1 NOTE: PROVIDE FULL DEPTH STIFFENER PLATES @ 41 POINTS @ EACH GIRDER LINE ALL GIRDERS SHALL HAVE [+1.0"] POSITIVE CAMBER. TYPICAL IN ALL (5) LOCATIONS LINTEL-1 W14X22SPANDRELBEAM I [17'-6½" A.F.F.] 2B K 8 ROOF JOIST [1 7'-6½" A.F.F.] i W14x22SPANDRELBEAM3 [17'-6~" A.F.F.] 16 K 3 ROOF JOinT LTl 7'~62z'' A.F.F.] W14 x 22 SPANDREL BEAM 5 [17'-6½" A.F.F.] 16 K 3 ROOF JOIST- [17'-6~" A.F.F.] W14 x 22 SPANDREL BEAM 7 [1 7'-6½" A.F.F.] 26 K 6 ROOF JOIST [1 7'-6½" A.F.F.] 28 K 8 ROOEJOBT [1 7'-6½" A.F.F.] 16 K 3 ROOF JO~ST t[1 7L6~,, A.F.F.] 16 K 3 ROOF JO~ST- [ 17'-6½" A.F.F.] 26 K 6 ROOF JOinT ½" A.F.F.] __ __ [17'-6 u_ 0 u_ 0 28 K 8 ROOF JOIST [1 7'-6~' A.F.F.] 'i J W21 x 44 ROOF BEAM [1 7'-6½" A.F.F.] W14 x 22 ROOF BEAM [1 7'-6½" A.F.F.] W14 x 22 ROOF BEAM [1 7'-6½" A.F.F.] w18 x 35 ROOF BEAM [1 7'-6½" A.F.F.] I , × =., × z u -' osT1117'-6½" A,F.F,] 28KSROOFJOIST [17"-&?AFF] ! r 7'/.J-"*~ co,,< O I co:z~ O ! I~E3ROOEJ ' -- L,NEOENEWROOEPOPMOUNTED I'-- I '--[- '-- : ...... WITH OWNER TYPICAL THROUGHOUT. "l' '~ I REAM [20' 6' =~"A F Fl [ / ] 28K8ROOFJOIST [17-6~ A.F.F.] ~ ~,'ti ~ ~ J~ ~ 16K3ROOFJ , 1. ~ ~ o ~ ~ ~,~ ~ -' ~ o ~ '-6~" A.F.F.] 28 K 8 ROOF JOIST 17-6- AFF ~ o~ ~ o o ~ ~ 16K3ROOFJ , I- [ * ---] ~ , j W]4x22SPANDRELB~M2 [17'-6t'AmF.JF.] L ~ . / ~ [ w8 x ,8 ROOF D,NNA~E X I W14 X22~PANDREL~M 6 [17'-6~mm A'FmF'~ Wi4X~2SeANDREL~MSI[17,-6~ A.F.F.] EXISTING SLOPED ROOF I ~[STING SLOPED ROOF I EXISTING SLOPED ROOF J EXISTING SLOPED ROOF EXISTING SLOPED ROOF EXISTING SLOPED ROOF " JOISTS ~ 16 O C JOISTS ~ 16 O C BASEMENT ON EITHER SIDE OF BEARING WALL, / I ~ ' I MATCH, NEW ROOF PATCH SHALL ALIGN WITH ~ISTING SLOPED ROOF SURFACE. m ALL TEMPORARY SHORING SHALL ~ REFER TO DBAIL FOR ADDITIONAL ~ ~ BE CONT NUOUS DOWN TO ri i ~ ~ J J BASEMENT. TYPICAL IN ALL WALL ~ ~ J INFORMATION. ~ ~ ~ O ~ REMOVAL LOCATIONS. o ~ o o ' ' o ' ~o ' . I Ii 2" x 12" NEW STRUCTURE NOTES: ~ , 3. TOP OF STEEL BEAMS 4 BELOW ROOF DECK UNLESS NOTED 2" X 12" 2" X 12" OTHERWISETHUS (---} 2 X 12 2" x 12" 2" x 12" GENERAL NOTES. BOITOM CHORDS WELDED TO BAR JOISTS 1 1/2" x 1 1/2" x 1/4" STEEL ANGLES UNLESS OTHERWISE REQUIRED BY THE JOIST MANUFACTURER P. PROVIDE 6" MINIMUM OF BEARING AT ALL STEEL BEAMS AND LINTELS 10. COORDINATE DUCTWORK HEIGHTS W/HVAC CONTRACTOR AND OWNER. I b J ~ 6" BEARING TYP. 17L8'' NEW MASONRY OPENING W8 x 24 LINTEL 1 [9'-4" A.F.F.] FOR ALL WALL REMOVAL AND SAW CUTIING NOTFS REFER TO DEMOLITION PLANS. TYPICAL AT ALL OTHER LOCATIONS. 17-8 NEW MASONRY OPENING W8 x 24 LINTEL 1 [9'-4" A.F.F.] 11'_0r' ~ 6;" BEARING WP. 6" 1 D-0 NEW MASONRY OPENING W8 x 24 LINTEL 1 [13'-0" A.F.F.] LINTEL IS TO MATCH HEIGHT OF EXISTING. STRUCTURE FRAMING PLAN INTERIOR RECONSTRUCTION @ THE SOUTHOLD IGA SCALE: 1/4" IGA S-101 COLUMN SCHEDULE TOP OF NEW DECK ELEVATION ('t'l 7' TOP OF NEW JOISTS ELEVATION TOP OF NEW GIRDERS ELEVATION (+17'-4"] TOP OF BEAM H$$ 20 ELEVATION (+15'-1") TOP OF BEAM HSS 20 ELEVATION (+13'-9") TOP OF BEAM WF16 ELEVATION ELEVATIONS OF NEW ~" CAP PLATES VARY CAP PLATES SHALL BE INSTALLED TO ALIGN WITH UNDERSIDE OF BOIZOM FLANGE OF NEW GIRDERS, FINISHED FIRST FLOOR ELEVATION (0'"0") BOTTOM OF BASE PLATE ELEVATION (' 1 "0") BASE PLATE SIZE FOOTING SCHEDULE TAG SIZE DEPTH REINFORCEMENT REMARKS 5-#5 LW.BOT. 1A 4'-6" x 4'-6" 1 '-6" 5-#$ s W.BOP. 5-#5 L.W.BOT. 2A 4'-6" x 4'-6" 1'-6" 5-#5 S.W.BOT. 5-#5 LW.BOT 3A 4'-6" x 4'-6" 1'-6" s-#s S.W.BOT. 5-#5 L,W,BOT. 4A 4'-6" x 4'-6" 'J '-6" s-#$ S.W,BOT. 5-#5 L,W.BOT. 5A 4'-6" x 4'-6" 1'-6" 5-#5 S.W.BOT, 6-#5 L.W.BOT, 1B 6'-0" x 6'-0" 1%6" 6-#B S.W.BOT. 6-#B LW.BOT. 2B 6'-0" x 6'-0" 1'-6" 6-#B S.W.BOT. 6-#5 LW.BOT. 3B 6'-0" x 6'-0" 1 '-6" 6-#B B.W.BOT. 6-#5 LW.BOT. 4B 6'-0" x 6'-0" 1 '-6" 6-#s S W.BOT. 6-#5 L.W@OT. 5B 6'-0" x 6'-0" 1 '-6" 6-#5 S.W.BOT. 5-#5 L.W.BOT. 1 A-LA 4'-6" x 4'-6" 1 '-6" 5-#5 S.W.EOT. LJ i-NTEL SCHEDULE L-1 W8 x 24 WITH 11" wide x 3/8" Thick PLATE PROFILE AT BRICK AND BLOCK WALL PROFILE AT 12" C.M.U. WALL L-2 JJL (3) 4"x3 I/2"xS/16"STEELANGLES BB-1 8" BOND BEAM W/(2) #5 BAR FILL W/3,000 PSI MASONRY GROUT TYPICAL AT ALL NEW BOND BEAM LOCATIONS. REFER TO SECTIONS. CODE COMPLIANCE I, ALL DESIGN AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NEW YORK STATE BUILDING CODE PROVISIONS iBC-NYE), LATEST EDITION. LOAD COMBINATIONS LOAD COMBINATIONS SHALL BE IN ACCORDANCE WiTH THE NEW YORK ETATE BUILDING CODE PROVISIONS FOR ALLOWABLE STRESS DESIGN [ASD),SECTION 1605.3, FORMULAS 1 @7 THRU 16-12. GENERAL NOTES 1, MAX]MUM STET OF FOOTINGS SHALL BE ONE VERTICALLY TO ~NO HORIZONTALLY WHERE ELEVATIONS CHANGE. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 3. ROOF SHALL BE SLOPED TO DRAIN, MINIMUM 1/B INCH PER FOOT, 4. ROOF DRAINS SHALL BE KEPT UNCLOGGED BY REGULAR MAINTANANCE TO PREVENT WATER BUILD-UP ON ROOF. 5, SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS IN ROOF, FLOORS, AND WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. 6. CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL FABRICATION DRAWINGS AND LIGHT GAGE STEEL SHOP DRAWINGS PREPARED BY A PROFESSIONAL ENGINEER AND APPROVED BY THE GENERAL CONTRACTOR TO ENGINEER FOR REVIEW PRIOR TO FABRICATION AND CONSTRUCTION, SHOP DRAWINGS SHALL BE SIGNED AND SE^LED BY A LICENSED ENGINEER. 7, SPECIAL iNSPECTION SERVICES, AS REQUIRED IN ACCORDANCE WITH CHAPTER 17 IN BC-NYS AND AS DETAILED IN pLANS AND NOTES, SHALL BE PROVIDED BY A CERTIFIED INSPECTION AGENCY UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 8, ALL RETAINING WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO MAINTAIN SAFETY AND STABILITY. BACKFILLING SHALL NOT BE PERMIITED UNTIL CONCRETE HAS ACHIEVED 90% OF THE SPECIFIED DESIGN STRENGTH, 9. IF CONDITIONS ENCOUNTERED DURING CONSTRLICTJON DIFFER FROM WHAT IS SHOWN ON DRAWINGS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL ALL PROBLEMS ARE RESOLVED TO THE SATISFACTION OF THE ENGINEER, 10, CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING BEQUlRED TO MAINTAIN THE SAFETY AND STABILITY OF THE EXISTING STRUCTURE THROUGHOUT THE CONSTRUCTION PHASE. 11. SPACING OF BEAMS SUPPORTING MECHANICAL EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT SUPPLIER PRIOR TO FABRICATION AND CONSTRUCTION. 12, ROOF TC)P EQUIPMENT SHALL BE ANCHORED FO DUNNAGE STEEL OR ROOF CURBS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, J3, ALL FOOTINGS AND SLABS SHALS BE CAST ON UNDISTUBBED OR CONTROLLED COMPACTED SO L, 2 TSF DESIGN BEARING CAPACITY. WHEN FOOTINGS ARE BEING PLACED, A SOILS ENGINEER RETAINED BY TH~~ CONTRACTOR WILL EXAMINE THE SOIL AT ROOTING BOTTOM, AND INSPECTION AND TESTING THE FOLLOWIING INSPECTION AND TESTING SERVICES SHALL BE PROVIDED BY A LICENSED TESTING AGENCY APPROVED BY THE ENGINEER OF RECORD; I, ON SITE INSPECTION OF CONCRETE FORM-WORK, SUB GRADE PREPARATION, REINFORCEMENT PLACEMENT AND SPLICING. 2, PROCUREMENT AND ON SITE CURING OF ALL REQUIRED CONCRETE CYLINDERS AND MORTAR AND GROUT SPECIMENS, TRANSPORTING TO AND TESTING OF ALL CYLINDERS AND SPECIMENS AT A LICENSED TESTING LABORATORY, 4. ON SITE OBSERVATION OF ALL CONCRETE PLACEMENT TO VERIFY COMPLIANCE WITH ALL ACI REQUIREMENTS FOR pLACEMENT IBOTH HOT AND COLD WEATHER REQUIREMENTS] 5, ON SITE INSPECTION OF STRUCTURAL STEEL ERECTION. 6. ON SITE INSPECTION OF CONNECTION BOLTING AND WELDING INCLUDING VERIFICATION OF WELDER CERTIFICATES AND USE OF PROPER ELECTRODES FOR MATERIAL BEING WELDED. 7. ON SITE INSPECTION OF CONCRETE MASONRY INSTALLATION INCLUDING; A. VERIFICATION OF MORTAR AND GROUT MIX USED IN CONSTRUCTION. B. TYPE, SIZE, AND PLACEMENT OF CMU UNITS AND CONSTRUCTION JOINTS. G. 1YPE, SIZE, GRADE, AND PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHORS. O. PROTECTION OF MASONRY DURING COLD W F~,TH ER OR HOT WEATHER. E, PROCUREMENT AND TESTING OF GROUT AND MORTAR FOR COMPLIANCE WITH SPECIFICATIONS. 8. TIMELY IBSUANCE OF FIELD AND TEST REPORTS TO THE OWNER, ARCHITECT AND ENGINEER OF RECORD. STEEL SHOP DRAWING SUBMITTAL REQUIREMENTS 1, THE FABRICATOR SHALL SUBMIT THE FOLLOWING DOCUMENTATION PRIOR TO BUBMITIING ANY SHOP DRAWINGS', - DOCUMENTATION THAT THE SHOP IS AISC CERTIFIED, - THE NAME OF THE DESIGNATED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONINECTION DESIGNS, 2. THE FABRICATOR SHALL SUBMIT SIGNED AND SEALED CALCULATIONS FOR ALL CONNECTION DESIGNS NOT DETAILED ON THE DESIGN DRAWINGS. THE CONNECTION DESIGN SHALL BE IN ACCORDANCE WITH ASD CRITERIA, 3. THE CALCULATIONS SHALL CLEARLY INDICATE THE TYPE OF CONNECTION, DESIGN CRITERIA, DESIGN LOADS, AND LOCATION WITH RESPECT TO THE ERECEION PLANS, 4. THE CALCULATIONS SHALL BE REVISED AS REQUIRED BY THE ENGINEER OF RECORD AND RESUBMITTED FOR FINAL REVIEW AND APPROVAL, 5. UPON FINAL REVIEW AND FINAL APPROVAL OF THE CALCULATIONS BY THE ENGINEER OF RECORD, THE ENGINEER OF RECORD SHALL REVIEW THE ERECTION PLANS AND SHOP DRAWING CONNECTION DETAILS. 6, THE SHOP DRAWINGS SHALL BE REVISED AS REQUIRED BY THE ENGINEER OF RECORD AND RESU BMIITED FOR FINAL REVIEW AND APPROVAL 7, UPON FINAL REVIEW AND APPROVAL OF THE SUBMITIED SHOP DRAWINGS BY THE ENGINEER OF RECORD, THE FABRICATOR SHALL SUBM[T A FINAL SET OF SHOP DRAWINGS SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN, MISCELLANEOUS STEEL NOTES 1, PROVIDE LOOSE, HUNG OR CLIPPED LINTEL ANGLES AS REQUIRED FOR OPENINGS AND RECESSES SHOWN ON ARCHITECTURAL AND MECHANICAL DRAWINGS AS FOLLOWS: al LINTELS (INCLUDING SHELF ANGLES AND PLATES) EXPOSED TO WEATHER SHALL BE GALVANIZED, b) UINLESB OTHERWISE NOTED, PROVIDE STEEL LINTELS OVER OPENINGS AND RECESSES IN MASONRY WALLS AS FOLLOWS: 1 ANGLE 4" X 3-1/2" K 5/16" (B.L,O.) fOR SPANS 3'-11" OR LESS AND I ANGLE 5" X 3-1/2" X 3JR" (S.L,O.) FOR SPANS FROM 4'-0" TO 6'-4" FOR EACH 4" THICKNESS OF WALL. FOR 6" BLOCK WALLS PROVIDE 2 ANGLES 3-1/2" X 2-1J2" X 5/i 6" FOR SPANS FROM 4'~3'' TO 6'-4" c} pOP CAVITY WALL CONSTRUCTION EXTERIOR LINTEL ANGLE SHALL BE 5" X 5" X 5/t 6" TOE SPANS TO 6L4'' d) PROVIDE 6" BEARING EACH END FOR ALL LOOSE LINTELS UNLESS OTHERWISE NOTED. LENGTH OF HUNG LINTELS SHALL BE 1J2" LESS THAN M.D. 2. PROVI[DE HOLES AS REQUIRED TO RECEIVE WOOD BLOCKING AS SHOWN ON ARCHITECTURAL AND S1TRUCTURAL DRAWINGS. (CANTS, FASCIAS, CLOSURES AND THE LIKE}. 3. ANCHORS POP MASONRY SHALL BE WELDED TO STEEL AS SHOWN IN DETAILS 4, NO PErNETRATIONB PERMITTED THROUGH STRUCTURALSTEEL MEMBERS UNLESS INDICATED ON STRUCTURAL DRAWINGS OR APPROVED BY ENGINEER. B. ALL CONTACT SURFACES WHHIN WELDING AREAS SHALL BE FREE OF OIL, PAINT, LACQUER OR GALVANIZING. 6. ALL STRUCTURAL STEEL SHALL BE PAINTED AS TLR SPECIFICATIONS. 7. ALL EX[POSED STRUCTURAL STEEL THAT DOES NOT RECEIVE PAINT SHALL BE GALVANIZED. 8. ALL GFROUT FOR BASE pLATES AND ANCHOR BOLTS SHALL BE NON~HRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 7,500 PSI AFTER 28 DAYS, 9 PROVIIDE SLOTTED HOLES FOR HORIZONTAL ADJUSTMENT AND SHIMS FOR VERTICAL ADSU~TMENT OF ALL CLIPPED OR HUNG LINTELS. 10. STBUGTURAL STEEL SHALL BE SECURED IMMEDIATELY AFTER MEMBERS ARE IN THEIR PROPER LOCATIONS AND THE BUILDING IS PLUMB. 11. THE ST EEL FRAME SHALL BE TEMPORARILY BRACED AGAINST EABTH PRESSURE, WIND AND POSBffBLE LATERAL CONSTRUCTION LOADS UNTIL DECK, TOPPING, SLABS, BEAMS, COLUMNS, AND RRACING DESIGNED TO LATERALLY BRACE THE FINISHED STRUCTURE ARE IN PLACE AND HAVE A~rAINED THEIR REQUIRED STRENGTH OR HAVE HAD THEIR PERMANENT CONNECTIONS MADE THE STEEL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE INTEGRITY OF THE STRUOTURE DURING STEEL ERECTION. CONCRETE NOTES ALL CONCRETE DESIGN, MATERIALS, MIXES, ADDITIVES, AND PLACEMENT SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 19, "CONCRETE", IN THE NEW YORK STATE BUILDING CODE IBONYS) AND AC1318 AS MODIFIED IN BC-NYS SECTION 1908. 2. SPECIAL INSPECTION OF CONCRETE CONSTRUCTION, AS REQUIRED BY BC-NYS CHAPTER 17 SHALL BE PROVIDED BY A LICENSED ARCHITECT OR ENGINEER. 3 MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLY WITH APPLICABLE STANDARDS IN AC1318 AND SC-NYE 1903. -CEMENT AC1318 3.2 -AGGREGATE AC131B 3.3 -WATER AC1318 3.4 -STEELREINFORCEMENT AC1318 3,5 -WELDING AWS 01.4 -ADMIXTURE AC1318 3.6 4, CONCRETE EXPOSURE SHALL BE CLASSIFIED AS SEVERE IN ACCORDANCE WITH BC-NYS FIGURE 1904 2.2, 5. AGGREGATE SIZE AND CONCRETE AIR CONTENT SHALL BE IN ACCORDANCE WITH BC-NYS TABLE 1904.2,1. 6. ALL CONCRETE SHALL BE AIR ENTRAINED AND SHALL AITAIN A MINIMUM STRENGTH OF 4000 PSI @ 28 DAYS. MAXIMUM AGGREGATE SIZE SHALL BE 1 l/2". MINIMUM AIR ENTRAINMENT SHALL BE 5 1/2%. 7. THE SEISMIC DESIGN AND CONSTRUCTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF BC-NYS SECTION 1910 AND AC1318. ALL SHEAR WALLS SHALL BE DESIGNED AS ORDINARY REINFORCED CONCRETE SHEAR WALLS. B. CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON GRADE SHALL NOT BE LESS THAN 4" THICK OR AS NOTED ON PLANS AND SHALL BE pLACED ON A 6 MIL POLYETHYLENE VAPOR RETARDER WITH 6" JOINT LAPS. R. CAST IN PLACE ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH STRENGTH DESIGN CRITERIA IN BC-NYS SECTION 1913. 10, CONCRETE PROTECTION FOR RDNFORCEMENT 5HALL CONFORM TO LATEST A.C J. SPECIFICATION. 11, ALL FEMPERATURE REINFORCING SHALL BE SUFNCIENTLY EMBEDDED 10 DEVELOP FULL STRENGTH IN ALL CONCRETE WALLS AND SLABS. 12. PROVIDE ADEGUATE TIES FOR ALL STEEL RDNFORCED IN SLABS, BEAMS, PIERS, AND WALLS, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM FORMS AND EARTH BY STEEL CNAIRS TEMPORARY SHORING REQUIREMENTS 1, WHERE INDICATED ON PLANS, SHORING OF THE EXISTING STRUCTURE WILL BE REQUIRED IN ORDER FO INSTALL THE NEW FRAMING AND TO MAINTAIN THE STABILITY OF THE EXISTING STRUCTURE. 2. THE CONTRACTOR SHALL VISIT THE SITETO VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED PROFESSIONAL ENGINEER EXPERIENCED IN SHORING DESIGN TO PREPARE SHOP DRAWINGS D~AILJNG ALL SHORING REQUIREMENTS AND A DETAILED PROCEDURE SEQUENCE. 4. SIGNED AND SEALED SHORING PLANS AND iNSTALLATION SEQUENCE SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO COMMENCING WORK. 5. THE SHORING INSTALLATION SHALL BE INSPECTED BY THE SHORING DESIGN ENGINEER PRIOR TO COMMENCING WITH THE NEW WORK, THE SHORING DESIGN ENGINEER SHALL ISSUE A SIGNED AND SEALED LE@ER LNDICATING THE SHORING IS INSTALLED IN ACCORDANCE WITH THE DESIGN PLANS. STEEL JOIST NOTES 1, MATERIALS, DESIGN AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS AND RECOMMENDATIONS OF THE STEEL JOIST INSTITUTE "STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS" LATEST EDiTiON. 2. THE MANUFACTURER'S DESIGN OF JOISTS SHALL HAVE BEEN CHECKED AND APPROVED BY THE JOIST INSTITUTE. 3. BRIDGING A. PROVIDE BRIDGING FOR JOISTS AS REQUIRED BY S.J.I. STANDARD SPECIFICATIONS OR AS INDICATED ON THE DRAWINGS. B, CONNECT BRIDGING BY WELDING OR BOLTING, C SEE PLANS FOR SPECIAL DETAILS. 4 JOISTS SHALL BEAR ON STEEL AND MASONRY AS REQUlRBD BY S.J.I. UNLESS OTHERWISE NOTED. CONNECT TO STEEL BEAMS W/WELDS TYPICALLY. 5. JOISTS BEARING ON MASONRY SHALL BE ATTACHED TO A STEEL BEARING PLATE. 6. PROVIDE EXTENDED JOIST ENDS WHERE SHOWN. 7, PROVIDE BOITOM CHORD EXTENSIONS AT EACH ROOF JOIST', EXTENSIONS TO BE EQUAL IN AREA TO BOTTOM CHORD OF JOisT +/- 1 ~ UNLESS OTHERWISE NOTED. FIELD WELD EXTENSION PIECES TO WEB OF BEAM/WALL AND FIRST BOTTOM CHORD PANEL POINT AFTER DEAD LOADS HAVE BEEN APPLIED. 8. WHERE CONCENTRATED LOAD BEARS ON TOP CHORD OR IS HUNG FROM BOTTOM CHORD, PROVIDE A 2" x 2" x I/4" ANGLE STRUT TO NEAREST PANEL POINT OF OPPOSITE CHORD SEE "TYPICAL JOIST DETAILS". 9. TOP AND BOTTOM CHORD OF JOISTS SHALL BE OF ROLLED STEEL. 10. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. STEEL DECK NOTES 1. ROOF DECK TO CONFORM TO STEEL DECK INSTITUTE "ROOF DECK SPECIFICATIONS", "CODE OF RECOMMENDED STANDARD PRACTICE, ROOF DECK CONSTRUCTION" 2. ROOF DECK SHALL BE 1 1J2" DEEP, TYPE B, GALVANIZED 20 GAUGE EXCEPT AS NOTED ON DRAWINGS. 3. ROOF DECKS SHALL EXTEND A MINIMUM OF 3 SPANS WHERE POSSIBLE, 4. ROOF DECKS SHALL BE WELDED WITH 5/8 PUDDLE WELDS SPACED ON ,s / PATTERN WITH 1 SIDELAP WELD PER SPAN, $00 PLF SHEAR CAPACITY AT 63 PBF UPLIFT, 5. ROOF DECK SHALL CONFORM TO STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS. 6, AT ROOF DECK OPENINGS WHICH DO NOT EXCEED 1 O" IN ANY DIRECTION, PROVIDE 14 ga. THICK REINFORCING pLATE ALL AROUND. AT LARGER OPENINGS, PROVIDE ANGLE OR CHANNEL SUPPORTS AS REQUIRED. 7, END LAPS OF ADJACENT DECK SECTIONS SHALL BE OFFSET. 8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. MASONRY NOTES 1, ALL CONCRETE MASONRY WORK SHALL COMPLY WITH THE PROVISION5 OF CHAPTER 21, "MASONRY", IN THE NEW YORK STATE BUILDING CODE iBC NYE) AND AC1530 2. MASONRY DESIGN SHALL COMPLY WITH THE WORKING STRESS DESIGN CRITERIA AS DETAILED IN BC-NYS SECTIONS 21 OB AND 2107, 3. MASONRY SHALL CONFORM TO ASTM C 90, GRADE N, 4 MORTAR SHALL BE TYPE M, IN ACCORDANCE WITH ASTM C-270 AND BC-NYS TABLE 2103,7(2) AND SHALL HAVE A COMPRESSIVE STRENGTH OF 250g PSI @ 28 DAYS, 5, GROUT SHALL BE COARSE GROUT AND SHALL CONFORM TO ASTM C 476 AND SHALL AGAIN A STRENGTH OF 4000 PSI @ 28 DAYS 6 ALL BEAMS AND LINTELS SHALL HAVE 6" MINIMUM BEARING EACH END. WHERE STRUCTURAL MEMBERS INTERFERE WITH BEARING, PROVIDE CONNECTION TO MEMBER. 7 FILL TWO COURSES OF BLOCK WITH GROUT UNDER ALL BEARING AREAS MINIMUM, 8 MASONRY ANCHORS AND TIES CONNECDNG MASONRY TO STRUCTURAL STEEL BEAMS AND COLUMNS SHALL BE PROVIDED AT A MAXIMUM SPACING OF 32" ON CENTER, ENLESS OTHERWISE NOTED, ALL ANCHORS AND TIES SHALL BE GALVANIZED OR STAINLESS STEEL. 9 ALL MASONRY WALLS SHALL BE CONSTRUCTED WITH GALVANIZED "DUR-O-WAL" REINFORCEMENT iNSTALLED AT 16 INCHES ON CENTER. 10. REINFORCEMENT FOR MASONRY WALLS SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, SIZE AND NUMBER AS SHOWN ON DRAWINGS. FILL REINFORCEMENT CELL SOLID WITH MASONRY GROUT, I1, FILL ALL BOND BEAMS SOLID WITH MASONRY GROUT. 12 BRICK VENEER WALL SHALL BE ANCHORED TO STEEL STUD WALL AT 16" O,C, HORIZONTALLY AND 24" D.C. VERTICALLY WITH METAL TIES (9 GAUGE MINIMUM) TIES SHALL BE GALVANIZED OR STAIN LES5 STEEL. 13, PROVIDE VERTICAL CONTROL JOINTS IN EXTERIOR MASONRY WALLS AT 40'-0" O.C, MAXIMUM. 14. ALL CMU WALLS TO BE FACE BEDDED UNLESS NOTED OTHERWISE, PROVIDE FULL BEDDING AT ALL VERTICAL REINFORCING CELL5 AND CMU PIERS FILLED SOLID WITH MASONRY GROUT. 15, REPRESENTATIVE TEST CYONDERS SHALL BE TAKEN BY A TESTING LABORATORY TAKEN FROM THE MORTAR PLACED EACH DAY IN ACCORDANCE WiTH MORTAR SPECIFICATIONS. TESTING SHALL BE PERFORMED AT 7 AND 28 DAYS AND PAID FOR BY THE CONTRACTOR. MASONRY CONSTRUCTION A. MASONRY CONSTRUCTION SHALL COMPLY WITH BC NYE SECTION 2104 AND AC1530. B. SEISMIC REQUIREMENTS POP MASONRY SHALL BE IN ACCORDANCE WITH BC-NYS SECTION 2106. C. MASONRY SHEAR WALLS SI IALL COMPLY WiTH THE REQUIREMENTS FOR ORDINARY D, PROVIDE MINIMUM VERTJCAU AND HORIZONTAL REINFORCEMENT IN ALL MASONRY BHEAR WALLS IN ACCOR DANCE WITH BC-NYS BECJION 2106.4.2.3.1 OR AS SPECIFIED ON PLANS. E. THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY SHALL BE 1500 PSi M~NIMUM. F. LAP LENGTHS FOR STEEL REINFORCEMENT SHALL ~E iN ACCORDANCE WITH THE REQUIREMENTS OF ACI-530 AND AS INDICATED ON pLANS. ' G. MECHANICAL SPLICES CAN BE USED JN LIEU OF LAPPING PROVIDED THE PRODUCT FOR APPROVAL. UNDERPINNING NOTES'" 1. PIT UNDERPINNING SHALL BE TROVIDED WHERE NEW FOOTINGS FALL BELOW A LINE EXTENDING DOWN TROM THE BOTTOM OF THE EXISTING EQUNDATION AT A SLOPE OF 2 HORIZONTAL TO 1 VERTICAL AND WHERE THE DEPTH OF UNDERPINNING IS LESS THAN 5'-0" BELOW THE EXISTING FOUNDATIONS. 2. THE DEPTH OF UNDERPINNING SHALL BE DETERMINED BY THE 2:1 INFLUENCE LINE PROM THE BOTTOM OF THE NEW FOUNDATION (SEE DETAIL}. 3 UNDERPINNING SHALL BEAR ON SUITABLE SOIL OF SIMILAR BEARING CAPACUff OF THE BUILDING FOUNDATIONS. FINAL DEPTH OF UNDERPINNING SHALL BE DETERMINED BY A SOILS ENGINEER PRIOR TO CONSTRUCTION. 4 CEMENT USED IN UNDERPINNING SHALL B,E HIGH-EARLY TYPE III IN ACCORDANCE WITH ASTM S. CONSTRUCTION SEQUENCE: A CONSTRUCT PANELS "A", LEAVING 2" GAP AT TOP. B. AFTER 24 HOURS, PACK GAP SOLID WITH NON-SHRINK GROUZ C. ALLOW B DAYS IMINIMUM) FOR CURING. D. AFTER 3 DAYS, REPEAT ABOVE PROCEDURE WITH PANELS "S". 6. THE CONTRACTOR SHALL EXPOSE THE EXISTING FOUNDATION AS REQUIRED TO DESERMINE THE -EXTENT OF NEW UNDERPINNING. 7. UNDERPINNING PLANS, DETAILS AND CONSTRUCTION SEQUENCE SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENO NEER AND SU B~l~l ED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. 8, SPECIAL INSPECTION OF ALL UNDERPINNING SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR AND APPROVED BY THE OWNER. ALL INSPECTIONS AND REPORTS SHALL BE PERFORMED AND PREPARED AS REQUIRRD BY THE NEW YORK STATE BUILDING CODE. 9 THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING, BRACING AND SHEETING REQUIRED DURING UNDERPINNING TO INSURE THE SAFETT AND STABILITY OF ALL ADJACENT STRUCTURES. 10. UNDERPINNING DEPTHS IN EXCESS OF 5'~" SHALL REQUIRE ALTERNATE DESIGN PBEPARED BY A LICENSED FOUNDATION ENGINEER TO ADEQUATELY RESIST LATERAL LOADS AND DEFLECTIONS FROM EXISTING BUBGRADE BELOW EXISTING BUILDING TO BE UNDERPINNED. SOIL INVESTIGATIO AND SITE PREPARATIO N I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COPIES OF ALL SOIL BORING LOGS, TEST REPORTS, ETC. TO PROPERLY ESTIMATE THE LIMITS OF SOIL REMOVAL, BACKFILL REQUIREMENTS AND COMPACTION REQUIREMENTS TO INSURE ALL SLABS AND FOOTINGS ARE CAST ON SUITABLE MATERIAL. 2. A LICENSED SOILS ENGINEER SHALL BE RETAINED TO ISSUE SITE SPECIFIC SPECIFICATIONS AND PROCEDURES REGARDING MATERIAL AND PLACEMENT AS REQUIRED TO INSURE ALL SUBGRADE MEETS OR EXCEEDS THE BEARING VALUE CITED HEREIN, 3. THE SOILS ENGINERR SHALL PERFORM ON SITE INSPECTIONS AND ISSUE FINAL 5[GNOFF OF COMPLIANCE WITH SOIL BEARING REQUIREMENT5 PRIOR TO THE PLACEMENT OF ANY FOUNDATION OR SLABS ON GROUND, 4, ALL SOIL TESTING, CLASSIFICATION, AND BEARING DESIGN CAPACITIES FOR FOOTING AND FOUNDATION DESIGN SHALL BE IN ACCORDANCE WITH BO-NYE CHAPTER J B, '%OILS AND FOUNDATIONS". PAINTING NOTES ALL STEEL AFTER FABRICATION SHALL BE THOROUGHLY CLEANED OF RUST, DIRT, LOOSE MILL SCALE, AND OTHER FOREIGN MATTER. AFTER CLEANING, STEEL SURFACES SHALL BE SHOP PRIMED WiTH ONE COAT OF METAL PRIMER, AND ONE COAT COLOR TO BE SELECTED BY OWNER PAINT COATS SHALL BE FULL WETTING, APPLIED THOROBGHLY AND EVENLY TO THE SURFACES, AND FREE FROM SPRAY DUST, RUN5 OR SAGS. 2 PRIMER SHALL BE SELECTED IN ACCORDANCE WITH SSPC REQUIREMENTS AND SHALL BE A RUST-INHIBITING PRIMER SUBMID ED FOR APPROVAL PRIOR TO APPLICATION. 3, SECOND COAT SHALL BE SELECTED IN ACCORDANCE WITH SSPC REQUIREMENTS AND SHALL BE A RUSTHNHIBITJNG PAINT SUBMRTED FOR APPROVAL PRIOR TO APPLICATION. 4, AFTER ERECTION, TOUCH UP ALL FIELD CONNECTIONS AND ABRADED SURFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP COATING. STRUCTURAL BACKFILL NOTES 1. ANY IMPORTED MATERIAL PLACED AS STRUCTURAL BACKFILL SHALL CONSIST OF CLEAN AND WELL GRADED SAND OR GRAVEL WITH A MAXIMUM PARTICLE SiZE OF 3 INCHES AND 6 TO 20% OF MATERIAL FINER THAN A #200 SIEVE. MATERIAL SHALL BE FREE OF CLAY LUMPS, ORGANICS, AND DELESERIOUS MATERIAL. 2, IMPORTED FILL MATERIAL SHALL BE APPROVED BY A LICENSED GEOTECHNICAL ENGINEER PRIOR TO DELIVERY TO THE SITE. 3. REUSE OF ONSITE MATERIAL FOR BACKFILL SHALL BE CONTINGENT ON INSPECTION AND TESTING BY A LICENSED SOILS LABORATORY AND APPROVED FOR USE BY A LICENSED GEOTECHNICAL ENGINEER. 4. ALL STRUCTURAL BACKFILL SHALL BE PLACED IN MAXIMUM 9 INCH LOOSE LIFTS AND COMPACTED TO 95 % OF THE MAXIMUM DRY DENSITY WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D 1357. 5, THE PLACEMENT AND COMPACTION OF ALL BACKFILL SHALL BE MONITORED BY A QUALIFIED ENGINEERING TECHNICIAN TO ENSURE THAT THE SPECIFIED MATERIAL AND LRT THICKNESSES ARE PROPERLY INSTALLED. 6. IN PLACE DENSITY TESTS SHALL BE PERFORMED TO VERIFY THAT THE SPECIFIED COMPACTION IS ACHIEVED THROUGHOUT THE HEIGHT OF THE BACKFILL. 7. A MINIMUM 4 [NCH LAYER OF CLEAN 5TONE SHOULD BE INSTALLED BELOW ALL FOUNDATIONS AND FLOOR SLABS AND COMPACTED IN PLACE. 8. AN IMPERVIOUS lb MIL PVC MEMBRANE VAPOR BARRIER SHOULD BE INSTALLED BENEATH ALL FLOOR SLABS AND FOUNDATIONS. 9. A LICENSED GEOTECHNICAL ENGINEER SHALL REVIEW ALL TESTING AND ON SITE PLACEMENT OF FILL MATERIAL. MISCELLANEOUS NOTES 1. CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT AS ASSUMED, SO THAT ADJUSTMENTS CAN BE MADE. 2. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AB REQUIRED AND BE RESPONSIBLE FOR FITTING NEW CONSTRUCTION TO EXISTING CONDITIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SHORING, 4. ALL STRUCTURAL WORK SHALL BE COORESNATED WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQU REMENTS AND ANY DISCREPANCIES AND/OR INTERFERENCES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT SO THAT CORRECTIVE MEASURES CAN BE TAKEN. 6 NO EQUIPMENT SHALL BE HUNG FROM BRACING GE STEEL DECK. STEEL NOTES 1, ALL STEEL DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH THE PROVISlONB OF CHAPTER 22, "STEEL", IN THE NEW YORK STATE BUILDING CODE iBC-NYEI AND THE AISC STEEL CONSTRUCTION MANUAL, 13TH ERST[ON, 2005, 2. STEEL DESIGN, FABRICATION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ALLOWABLE STRESS DESIGN SPECIFICATION(ASD} AND METHODOLOGY AS PRESENTED IN THE AISC STEEL MANUAL, 13TH EDITION 3. THE STEEL FABRICATOR AND ERECTOR SHALL BE AISC CERTIFIED. 4, ALL STRUCTURAL BEEEL SHALL BE ASTM A992 GRADE 50, EXCEPT STRUCTURAL TUBE WHICH SHALL BE ASTM A500 GRADE B, AND STRUCTURAL PIPE WHICH SHALL BE AETM A501, STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36, 5. ALL STRUCTURAL STEEL USED A5 EXTERIOB WALL LINTELS SHALL BE GALVANIZED. 6. ROOF DECKING SHALL BE UNITED STEEL DECK 1 I/2" TYPE B 20 GA (MIN,) GALVANIZED (OB APPROVED EQUAL), DECKING USED AS A SHEAR DIAPHRAGM TO TRANSMIT WIND AND SEISMIC LATERAL LOADS SHALL BE AS SPECIFIED ON PLANS AND SHALL DEVELOP LOADS INDICATED ON PLANS 7, FLOOR DECKING 5HALL BE GALVANIZED UNIFORM UFS 26 GA BY UNITED STEEL DECK, OR EQUAL, AND SHALL BE CONTINUOUS OVER THREE SUPPORT BEANS (MIN.} WHERE INDICATED, 8. ALL JOIST AND DECKING SHALL BE iNSTALLED PER SJI AND SDI RECOMMENDATIONS RESPECTIVELY. R. BEAM CONNECTIONS ARE SIMPLE CONNECTIONS AS DENNED IN CHAPTER J OF THE AISC SPECIFICATION UNLESS OTHERWISE NOTED ON PLANS AND SHALL BE DESIGNED TO WITHSTAND ONE-HALF THE MAXIMUM ALLOWABLE SERVICE UNIFORM LOAD FOR THE PARTICULAR BEAM AND SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAWINGS MINIMUM ASD CONNECTION DESIGN LOAD CAPACITY SHALL BE 6 KIPS (SERVICE LOAD(. 10. WELDING SHALL BE IN ACCORDANCE WITH AWE SPECIFICATIONS USING E7@XX ELECTRODES FOR HIGH STRENGTH STEEL 11. ALL BOLTS SHALL BE AETM A-325N AND SHALL BE INSTALLED TO A SNUG CONDITION AS DEFINED IN AISC SPECIFICATIONS, 12. WELESNG AND BOLTING OF STRUCTURAL FRAMING SHALL BE INSPECTED BY A TESTING LABORATORY EMPLOYED BY AND PAID BY THE CONTRACTOR, 13, STRUCTURAL STEEL SHALL BE INSPECTED IN THE SHOP DURING FABRICATION AND IN THE FIELD DURING ERECTION, 14. ALL WETDERS SHALL BE CURRENTLY CERTIFIED. THE FOLLOWING C ERTIFICATIONB ARE ACCEPTABLE: NEW YORK STATE, NEW YORK CITY DEPT. OF BUILDINGS, OR TESTING LABORATORY CERTIFICATION TO THE AWE CODE. lb. THE INSPECTOR SHALL PERFORM INBPECTION OF BOLTING IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL JEXNTS USING ASTM A325 OR A490 BOLTS." AT LEAST TEN PERCENT OF THE BOLTS WILL BE TORQUE INSPECTED WITH A MINIMUM OF ONE BOLT FROM EACH JOINT TFSTED. 16. THE WELDING INSPECTOR IS TO BE ON THE JOB WHEN WELDING IS PERFORMED. INSPECTION 8 FROM THE MOST CURRENT EDITION OF AWE 01 .I, "STRUCTURAL WELDING CODE-STEEL" AB THE BASLE FOR THE INSPECTION. 17. MASONRY ANCHORS AND TIES CONNECTING MASONRY TO STRUCTURAL STEEL BEAMB AND COLUMNS SHALL BE PROVIDED AT A MAXIMUM SPACING OF 32" ON CENTER, UNLESS OTHERWISE NOTED. LIGHT GAGE STEEL FRAMING NOTES 1. ALL STEEL DESIGN, FABRICATION AND CONSFRUCTION SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 22, "BTEEL", SECTION 2205 AND SECTION 2211 INTHE NEW YORKSTATEBUILDING CODE {BC-NYS}. 2. APPROVED SHOP DRAWINGS FOR ALL LIGHTGAGE STEEL FRAMING, BRACING AND CONNECTIONS SHALL BE SUBMI~IED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALL LIGHT GAGE STEEL SHOP DRAWINGS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. DETAILS OF ALL CONNECTIONS SHALL BE INDICATED. ALL SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER PRIOR TO SUBMISSION TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. 3. STEEL STUD WALLS USED AS SHEAR WALLS SHALL BE DESIGNED IN ACCORDANCE WITH LC-NYE TABLES 2211.1 (I }, 2211.1 {B) AND 221 ] 1(3). 4. ALL LIGHT GAGE STEEL FRAMING SHALL EE AS MANUFACTURED BY MARINOWARE INDUSTRIES, OR APPROVED EQUAL. 5 ALL CONNECTIONS OF LIGHTGAGE STEEL FRAMING TO BUILDING WALLS GE STRUCTURE SHALL BE DESIGNED BY THE LIGHTGAGE STEEL SUPPLIER IN ACCORDANCE WITH THE LOADS INDICATED ON PLANE AND SHALL BE SUBMI~ED TO THE ENGINEER FOR REVIEW PRIOR TO ERECTION, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER, 6. ALL LIGHT GAGE STEEL WALL FRAMING SHALL BE DESIGNED BY THE DGHF GAGE STEEL SUPPUER AND SHALL BE SUBMITTED THE ENGINEER FOR REVIEW PRIOR TO ERECTION. SHOP DRAWINGB SHALL EE SIGNED AND SEALED BY A LICENSED ENGINEER, THE LATERAL LIVE LOAD DESIGN SHALL BE 32 PSF MINIMUM OR AS SPECIFIED IN LOAD SUMMARY. THE MAXIMUM DEFLECTION CRITERIA SHALL BE L/720 MINIMUM. 7. ALL ROOF SHEATHING TO BE 3/4" I19 MM) SQUARE EDGED VlROC OR EQUAL, CONNECT TO ROOF FRAMING AS PER MANUFACTURERS RECOMMENDATIONS, CONTACT MARK KUBIAN AT SPECIAL INSPECTION REQUIREMENTS 1, SPECIAL INSPECTION SERVICES SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 17 IN BC~NYS. THE SPECIAL INSPECTOR lEI) SHALL BE RESPONSIBLE FOR MANAGING AND COORDINATING THE INSPECTION AND TESTING PROGRAM AND SHALL BB RESPONSIBLE FOR COLLECTING REPORTS AND TEST SUMMARIES FROM LICENSED TESTING AGENCIES IDENTIFIED AND SELECTED TO PERFORM THE WORK. SPECIAL INSPECTORS 5HALL HAVE THE MINIMUM QUALIFICATIONS AS SPECIFIED IN TABLE 1704.1 IN BC NYE CHAPTER 17.THE SI SHALL SUBMIT AILL INTERIM AND FINAL REPORTS TO THE BUILDING OFFICIAL WITH COPIES TO THE ARCHITECT AND ENGINEER OF RECORD. 2. THE ARCHITECT OF RECORD, AS THE DESIGNATED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, SHALL PREPARE THE STATEMENT OF SPECIAL INSPECTION tSSl) FOR SUBMISSION TO THE BUILDrNG DEPARTMENT AS PART OF THE APPLICATION PROCESS FOR BUILDING PERMIT. THIS BfATEMENT SHALL INCLUDE THE SCHEDULE OF INSPECTION AND TESTING REQUIREMENTS AS DETAILED IN THE CONTRACT DOCUMENTS. 3. THE CONTRACIOR SHALL INCLUDE IN His BID A LiNE ITEM FOR THESPECIAL INSPECTION REQUIREMENTS CITED HEREIN, THE LICENSED PROFESSIONAL ENGINEER RETAINED FOR THESE SPECIAL iNSPECTION SERVICES SHALL EE APPROVED BY THE OWNER AND THE ENGINEER OF RECORD PRIOR ZO START OF CONSTRUCTION, AN OUTLINE OF THE SCOPE OF SERVICES TO BE PERFORMED BY THE INSPECTING ENGINEER IS TO BE SUBMIIZED PRIOR TO START OF CONSTRUCTION. 4. PRIOR TO THE START OF CONSTRUCTION, THE ARCHITECT, ENGINEER OF RECORD, CONTRACTOR, SUB-CONTRACTORS, INSPECTORS, TESTING AGENCIES AND BPEClAL INPECTION COORDINATOR SHALL SCHEDULE A P RE-CONSTRUCTION CONFERENCE TO DISCUSS INSPECTION AND TESTING REQUIREMENTS, SCHEDULES, SUBMISSION REQUIREMENTS, FREQUENCY OF INTERIM REPORTS, FTC, 5. IN ACCORDANCE WiTH SECTION 1704 OF THE NEW YORK STATE BUILDING CODE, 2007 EDITION, PERIODIC AND/OR CONTINUOUS INSPECTION50FTHE CONSTRUCTION PROGRESS SHALL BE MADE BY AN INDEPENDENT APPROVED AGENCY IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS; STEEL CONSTRUCTION TABLE 1704,3 CONCRETE CONSTRUCTION TABLE 1704.4 MASONRY CONSTRUCTION ICATEGORY I[ & IIII TABLE 1704.3.1 MASONRY CONSTRUCTION (CATEGORY IV] TABLE 1704.5.3 STRUCTURAL OBSERVATIONS I. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE SPECIAL INSPECTOR (SI}, A LICENSiED PROFESSIONAL ENGINEER OTHER THAN THE ENGINEER OF RECORD, THE SI SHALL PERFORM VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND ATTHE COMPLETION OF EACH SYSTEM INSTALLATION TO CERTIFY CONFORMANCE WITH FHE APPROVED CONSTRUCTION DOCUMENTS. ANY OBSERVED DEFiCIENCiES 5HALL BE REPORTED IN WRITING TO THE OWNER, ARCHITECT OF RECORD, ENGINEER OF RECORD, AND THE BUILDING OET[CJAL IN A TIMELY MANNER. 2. AT THE CONCLUSION OF THE WORK, THE DESIGNAFED PROFESSIONAL SHALL SUBMIT A WRITI~N STATEMENT TO THE CODE ENFORCEMENT OFFICIAL, INDICATING ALL NECESSARY SITE VISITS HAVE BEEN MADE AND THAT ANY REPORTED DEFICIENCIES HAVE BEEN RESOLVED TO THE BEST OF HIS KNOWLEDGR. 3. AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL SUBMIT WRrTTEN CERTIFICATION TO THE ARCHITECT OF RECORD, THE ENGINEER OF RECORD, AND THE BUlLDIiNG OFFICIAL THAT ALL DEFICIENCIES IDENTIFIED BY THE SPECIAL INSPECTOR (SI} HAVE BEEN CORRECTED IN ACCORDANCE WITH TBE APPROVED CONSTRUCTION DOCUMENTS. INSPECTOR QUALIFICATIONS: 1. ALL TESTING SHALL BE CONDUCTED BY AN ESTABLISHED AND RECOGNIZED AGENCY ENGAGED IN CONDUCTING TESTS OR FURNISHING INSPECTION SERVICES. THE TESTING AGENCY SHALL SUBMIT TO THE ARCHITECT/OWNER ALL NECESSARY INFORMATION NEEDED TO DETERMINE THE QUALLFICATIONS OF THE AGENCY. 2. INSPECTION PERSONNEL SHALL BE EDUCATED IN CONDUCTING, SUPERVISiNg AND EVALUATING TESTS OR INSPECTIONS. IREFER TO INSPECTION TABLES FOR REFERENCE STANDARDS] 3. THE TESTING AGENCY SHALL EE OBJECTIVE AND COMPETENT AND 5HALL DISCLOSE ANY POSSIBLE CONFLICTS OF INTEREST. 4. THETESTLNG AGENCY SHALL HAVE ADEQUATE EQUIPMENT TO PERFORM REQUIRED TESTS. THE EQUIPMENi SHALL BE PERIODICALLY CALIBRATED. 5. WELDING iNSPECTORS QUALIFICATIONS SHALL BE BASED ON AWE D1.1 AS PER 1704.3.1 6. WHERE STRUCTURAL OBSERVATION IS SPECIFICALLY REQUIRED IT SHALL BE CONDUCTED BY/~ REGISTERED DESIGN PROFESSIONAL. SPECIAL INSPECTION NOTES 1. COPIES OF ALL SPECIAL iNSPECTION REPORTS SHALL BE PROVIDED TO THE OWNER AND ARCHITECT ON A MONTHLY BASIS. ANY REPORT THAT INDICATES A FAILURE OR A DEVlATIOFH FROM THE CONTRACT DOCUMENTS SHALL BE PROVIDED TO THE OWNER AND ARCHITECT IMMEDIATELY. 2. THE GENERAL CONTRACTOR SHALL ALSO BE REQUIRED TO MAINTAIN, ON SiTE A SPECIAL iNSPECTION BOOK. THiS BOOK SHALL BE A THREE RING BINDER WHICH CONTAINS COPIES O)F ALL INSPECTION REPORTS. AT THE COMPLETION OF THE JOB [3) COMPLETE COPIES OF THE INSPECTION REPORT BOOK SHALL BE TURN OVER THE OWNER. B. ALL INSPECTION REPORT5 SHALL iNCLUDE THE DATE OF THE INSPECTION, THE SPECIFIC LOCATION WHERE THE INSPECTION WAS CONDUCTED AND THAT THE WORK INSPECTED WA~S DONE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS OR SHALL BE CORRECTED, ALONG WITH ALL OTHER PERTINENT INFORMATION. 4. WHERE FABRICATION OF A STRUCTURAL ASSEMBLY IS BEING PERFORMED ON THE PREMISES (OF A FABRICATORS 5HOP, SPECIAL INSPECTION5 SHALL BE REQUIRED. S, GRADE AND MILL TEST REPORTS ARE REQUIRED FOR MAIN STRESS CARRYING STEEL ELEMENqTS. 6. A SPECIAL INSPECTOR SHALL BE PRESENT WHEN PiLE FOUNDATIONS ARE BEING iNSTALLED A~ND DURING TESTS. THE SPECIAL INSPECTOR SHALL MAKE AND SUBMIT TO THE OWNER AND ARCHITECT THE OFFICIAL RECORDS OF THE INSTALLATION OF EACH PILE AND RESULTS OF THeE LOAD TESTS, RECORDS SHALL INCLUDE THE CUTOFF AND TIP ELEVATION OF EACH PILE, 7. PRIOR TO THE PLACEMENT OF THE FILL, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE ~SITE HAS BEEN PREPARED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 8, DURING FILL PLACEMENT AND COMPACTION THE SPECIAL iNSPECTOR SHALL D~TERMINE THIAT THE MATERIAL BEING USED, THE MAXIMUM LIFT THICKNESS AND THE IN PLACE DRY DENSITY COMPLY WITH THE CONTRACT DOCUMENTS. 9. SPECIAL INSPECTIONS ARE REQUIRED FOR SPRAYED FIRE RESISTANT MATERIAL BEING APPLIE[D TO STRUCTURAL ELEMENTS AND DECKS, INCLUDING THICKNESS, DENSITY AND BOND STRENCGTH. 10. SEE THE SPECIFICATIONB FOR OTHER TESTING THAT MAY BE REQUIRED. 2007 NYS CODE CRITERIA AND DESIGN LOADS IN ACCORDANCE WITH NYS BUILDING CODE (2007) SECTION 1603, THE FOLLOWING PARAMETERS AND DESIGN LOADS WERE UTILIZED IN THE STRUCTURAL ANALYS]5 OF THIS CATEGORY lb BUILDING ibc NYE REF TABLE 1604.5) DESIGN CRITERIA 1, STEEL - TYPE 2 CONSTRUCTION AND ASP DESIGN METHOD PER BC-NYS AND AISC STEEL CONSTRUCTION MANUAL 9TH EDITION. 2. CONCRETE ~ STRENGTH (LRFD) DESIGN PER BC-NYS AND AC1318 B, MASONRY -ASD DESIGN PER BC-NYS AND AC1530 4, DEFLBCTION LIMITS - NOT TO EXCEED VALUES IN BC-NYS TABLE 1 ~04.3 STRUCTURAL DESIGN MASONRY WALLS TABLE 1604.8,2 ALL MASONRY WALLS ARE TO HAVE VERTICAL REINFORCING 48" D.C. MAXIMUM U,N.O. ~e. AT WINDOW AND DOOR OPENINGS AND BELOW STEEL BEAMS LOAD COMBIMATIONS DESIGN LOAD TABLE LRFD LOAD COMBINATIONS ibC-NYE 1605.2.1 ) D D+L D+L+S D+JW OR .7E) + iL(OR Si .ED+W .ED+.TE SECTION 1605 ASD LOAD COMBINATIONS IBC-NYB 1605.3.1 ) 1.20+1.63+(1 .GL OR .BW] 1,20+1 ,EW+L+ 5S RD+(1 GE OR 1 6W) C DESIGN LOAD TABLE SPACE DEAD LOAD LIVE LOAD STORES - RETAIL 100 psi STAIRS 100 psi STORAGE (LIGHT( 125 psi STORAGE (HEAVY} 250 psi I@ FLOOR (SLAB ON GRADE( NA {SEE ABOVE( 1si FLOOR IFRAMED FLOORI 105 psi (SEE ABOVE) EXISTING FLAT ROOF 40 psi 30 psi * NEW FLAT ROOF 30 psi 30 psi REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION TABLE 1607.1 CONCENTRATED 1000 lbs. 300 lbs. 14 sq. ~n.) DENOTES ADDITIONAL DRIFT SURCHARGE 10 BE ADDED TO LOW ROOF LOAD. SNOW LOADS (BUILDINGCOMPONENTSONLY) SNOW LOAD DESIGN DATA EXpOBURE CATEGORY: GROUND SNOW LOAD: FLAT ROOF SNOW LOAD, PE EXPOSURE FACTOR: SNOW IMPORTANCE FACTOR: THERMAL FACTOR: REQUIRED B 20 PSF SNOW 30 PSF Ce - 1.20 Cf = 1.0 SECTION 1608 (BC-NYS SECT, 1609.4I (ASCE 7-02 FIG 7-1) (ASCE 7 ED. 7-1) SNOW (BC-NYS TABLE 16BE,3.1 ] iBC-NYE TABLE 1604.5) ibC-NYE TABLE 1608.3.2] WIND LOADS JBUILDINGCOMRONENDONLY) LOADS ARE CALCULATED FOR AN ENCLOBRD STRUCTURE BASED ON A 1BO MRH DESIGN WIND SPEED, ALL SIDES OF THE STRUCTURE ARE ASSIGNED THE WORST EXPOSURE FACTOR FOR THE SITE AS LISTED BELOW. WIND LOAD DESIGN DATA BASIC WIND SPEED WIND EXPOSURE FACTOR WIND IMPORTANCE FACTOR END ZONE WIDTH' REQUIRED SECTION 1609 V3sec = 120 MPH SUBJECT PROPERTY IS IN A WIND BORNE DEBRIS REGION MAIN WIND FORCE RESISTING SYSTEM LOADS (PSF) (BC-NYS TABLE ~ 609.6.2.1 (1)) DIRECTION END ZONE INTERIOR ZONE WALL 23 15 ROOF WINDWARD -27 -19 ROOF LEEWARD -16 -12 ROOF WINDWARD -38 -30 OVERHANG MAXIMUM COMPONENT/CLADDING LOADS (PSFI EFFECTIVE AREA = I 0 ST (BC-NYS TABLE 1609.6.2.1 ((2)) ROOF HEIGHT = 19' LOCATION END ZONE INTERIOR ZONE ROOF -43 -26 ROOF CORNER -63 -z~3 WALL -35 -28 OVERHANG -62 -37 MAXIMUM COMPONENT/CLADDING LOADS IPSF) EFFECTIVE AREA = 100 SF iBC-NYE TABLE 1609.6,2.1 ((2)) ROOF HEIGHT = 21' LOCATION END ZONE INTERIOR ZONE ROOF -28 -24 ROOF CORNER -28 -28 WALL -27 -22 OVERHANG -38 -31 DECK UPLIFT DESIGN LOADS INEW DECK ONLYI WIND LOAD DESIGN DATA REQUIRED NEW ROOF UPLIFT LOAD FOR METAL DECK ANCHORAGE 43 psi, NET JOIST DESIGN UPLIFT LOAD 28 psi (PROVIDE UPLIFT BRIDGING AS PER SJI REQUIREMENTS) PROVIDE 20 ga. TYPE B ROOF DECK. SECURE TO ROOF STEEL WITH ~' PUDDLE WELDS AT 36/6 PAITERN WITH ONE (1) S]DELAP WELD. PROVIDE A MINIMUM SHEAR CAPACITY OF 300 PLF AT 65 PSF UPLIFT.WIND EXPOSURE FACTOR RAIN LOADS RAIN LOAD DESIGN DATA SECTION 161 I RAIN LOADS AND PONDING ON THE FLAT ROOF AREA DUE TO PRIMARY DRAINAGE SYSTEM BLOCKAGE WERE EVALUATED IN ACCORDANCE WITH BC-NYS 161 1.1 AND BC-NYB 16] 1.2 WERE FOUND TO BE NON-GOVERNING WITH RESPECT TO SNOW LOAD. EXISTING BUILDING CODE OF NEW YORK STATE IN ACCORDANCE WITH NYE BUILDING CODE (2007} CHAPTER 3, EXISTING BUILDING CODE OF NEW YORK STATE, THE EXISTING PORTION OF THE PROJECT IS CLASSIFIED AN ADDITION AND COMPLIES WITH THE PROVISIONS OF CHAPTER ?. 1, IN ACCORDANCE WITH 903.3.1, THE BUILDING IS EXEMPT FROM SEISMIC PROVISIONS. DUE TO AGE OF ORIGINAL CONSTRUCTION BEING PRIOR TO 1/1/2003 2. IN ACCORDANCE WITH PBS,3, THE EXISTING BUILDING STRUCTURAL ELEMENTS ARE EXEMPT THOM CURRENT CODE PROVISIONS WHERE STRESS iNCREASES < 5% 3 IN ACCORDANCE W~TH SECTION 7.8 OF ASCE 7~32, SNOW DRIFT LOADS DUE TO NEW EQUIPMENT ARE NOT REQBIRED SINCE EQUIPMENT LENGTH < 15'-0" IGA S-301 CMU WALL (SIZE VARIES) (8) #4 CONT. b l 8,,I 1t TYPICAL HAUNCH DETAIL SCALE' N.T.S. CUT VERTICAL CHASE IN WALL AND INSTALL #4 BAR. GROUT SOLID (TYP @ ALL WALL ENDS AND AT EACH SIDE OF EXISTING OPENINGS) ANCHOR ~4 BAR INTO EXISTING CONCRETE FND WALL WITH HILTI HY 150 ADHESIVE - MIN EMBED 6" MECH SPLICE ABOVE FNDN WALL-DAYTON BAR LOCK OR APPROVED EQUAL (TYP) ~NEW OR EXISTING WALL OPENING REINFORCEMENT AT OPENINGS THRU EXISTING SHEAR WALL SCALE: 1/4"= 1'-0" FILL TOP 5 COURSES SOLID WITH GROUT, PROVIDE 2-# $CONT TOP AND BOTYOM MASONRY ANCHORS (TYP.} NEW 8" CMU ON TOP GE EXISTING. PROVIDE DURAWAL REINF @ 16" DC. REINFORCE W/#5 BARS @ 48" DC. 4"X3"X3/8" L,LV. ANGLE CONT. BOLT TO WALL WITH 5/8" DIA. EXPANSION BOLTS AT 4L0'' O.C, MAX. WELDED TO EACH ROOF JOIST OR ROOF BEAM. 28K8 PROVIDE EXTENDED CHORDS TOP AND BOTTOM -- SLOTTED SLIP TRACK WITH 2" VERTICAL GAP. ANCHOR TO BEAM FLANGE WITH PAF, ANCHORS @ 24" ON CENTER, 6SW 10 BTU DS @ 16" ON CENTER FULL HEIGHT. ANCHOR TO CMU WALL WITH SIMPSON PDP ANCHORS @ 24" ON CENTER INTO MORTAR JOINTS OR TO SLAB WITH PAF ANCHORS @ 24" ON CENTER FILL TOP S COURSES TOP AND BOTTOM MASONRY ANCHORS [TYP.) SISTER EXISTING JOISTS BELOW BASE TRACK (TYP) 4"X3"X3/8" L.L,V. ANGLE CONT. BOLT TO WALL WITH 5/8" DIA. EXPANSION BOLTS AT 4'-0" D.C. MAX. WELDED TO EACH ROOF JOIST OR ROOF BEAM. 28K7 __ SLOTTED SLIP TRACK WITH 2" VERTICAL GAP. ANCHOR TO BEAM FLANGE WITH PAF ANCHORS @ 24" ON CENTER. -- 6SW10 STUDS @ 16" ON CENTER FULL HEIGHT. ANCHOR TO CMU WALL WITH SIMPSON PDP ANCHORS @ 24" ON CENTER INTO MORTAR JOINTS PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS BELOW BASE TRACK (TYP) END GIRDER DETAIL SLAB ON GRADE SCALE: 1": 1%0" END GIRDER DETAIL OVER BASEMENT SCALP: I"= 1'-0" SPANDREL DETAIL OVERBASEMENT SCALE: 1": 1 PC OF HSS 3Xl~ W30 BOLTS 12XI2X~BWiTHH~3/4' A-328 W30 POINTS ITYP ALONG ALL GIRDER LINES) ~" STIFF PLATES EA Ell (1~P ON LINE B) CAP PL 14X10Y~v2 WITH 4-~" A-325 BOLTS WI4 TOS TBL9" HSS 2DX12X~2 STIFFENED SEAT ANGLE CONN. DESIGN LOAD = 1SK SPANDREL GIRDER- COLUMN CONNECTION DETAIL SCALE' 1/4"= 1N]" ROOF JOIST - GIRDER CONNECTION DETAIL SCALE: 1F4"= l'~J' SPANDREL 2 AND 2a CONNECTION DETAIL SCALE: 1/4'-- I'~F' 65 PSF 43 PSF 65 PSF 26 PSF ~ 43 PSF 43 PSF ~.~- 65 PSF 43 PSF 65 PSIPI DECK UPLIFT DESIGN LOADS SCALE: N.T,S. NOTES: 43 PSF INDICATES ROOF UPLIFT DESIGN LOAD FOR METAL DECK ANCHORAGE 2. NET JOIST DESIGN UPLIFT LOAD = 28 PSF. PROVIDE UPLIFT BRIDGING PER SJI REQUIREMENTS 3 PROVIDE 20 GA TYRE B ROOF DECK. SECURE TO RC~OF STEEL WITH ~/8' PUDDLE WELDS AT 36JR PATTERN WITH ONE (1 } SIDELAP WELD. PROVIDP MINIMUM SHEAR CAPACITY OF 300 PLF AT 65 PSF UPLIFT. ELEVATION ¼" STIFFENER PLATES @ BOTH SIDES. 2"xl 2" ROOF RAFTERS 2"x10" WOOD PLATE ON TOP FLANGE NEW WlBx53 GIRDER CAP PL 16X12X72 WITH .~3/4" A-325 BOLTS NEW WBx28 COLUMN EXISTING WALL IS TO BE REMOVED GIRDER -1 a / 1 b DETAILS SECTION BEARING WALL NOTES: h AT EXISEING C.M.U. WALL PROVIDE 12 xl 2@½' BEARING PLATE WITH (2( ½ ANCHOR BOLTB. 2. FILL CMLI CORES SOLID BELOW PLATE. TYPICAL AT ALL BEARING LOCATIONS SCALE. 1/4"= 1L0'' 360 GRIP STAY CHANNEL, 4 ga (WELD TO BEAM) W/ 3B4 GRIPSTAY CHANNEL ANC HORS - 1 1J4" x 3/16" @ 2'-B" O,C. (MFG. BY HOFMANN BARNARD OR EQIJALI. STL, CHANNELS TO BE WELDED TO BEAMS PRIOR TO DELIVERY TO SITE - PROVIDE CONTINUOUS CHANNELS ON COLUMNS IN MASONRY. MASONRY ANCHOR TO BEAM DETAIL SCALE: 1" = 1L0'' 36 BAR DIA, FOR T & B CONT. REIF. SAME SIZE AS CONT, REINF, IF SIZE OF CONT. REINF, CHANGES USE LARGER SIZE FOR CORNER BAR. PROVIDE ~' 4 x 6'-0" @ 12" BETWEEN TOP AND BO~IOM CONT. REINFORCEMENT, AME SIZE AS CONT, REINF, x 6'~" IF SIZE OF CONT. REINF. CHANGES USE LARGER SIZE FOR CORNER WALL REINFORCEMENT CORNER DETAIL INTERSECTION DETAIL REINFORCEMENT LAPPING DETAILS THIS DETAIL IS APPLICABLE TO ALL CONCRETE WALLS AND MUST BE REPEATED ON CONCRETE REINFORCEMENT SHOP DRAWINGS. SCALE: 1/2"= H-0" REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION - TABLE 1704.3 REQUIRED FOR THIS REFERENCED BC NYE PROJECT VERIFICADON AND INSPECTION CONTINUOUS PERIODIC STANDARD REFERENCE O 1 , MATERIAL VERIFICATION OF HIGH-STRENgTH BOLTS, NUTS, X APPLICABLE AETM AND WASHERS MATERIAL SPECIFICATIONS: a, IDPNTIFICATION MARKINGS TO CONFORM TO ASTM AISC ASD, SECTION A3.4; O STANDARDS SPECIFIED IN THE APPROVED AISC LRFD, CONSTRUCTION DOCUMENTS SECDON A3@ b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE O REQUIRED O 2. INSPECTION OF HIGH STRENGTH BOLTINg: AISC LRFD SECTION 1704.3.3 O a BEARING TYPE CONNECTORS X M2,S b, BLIP-CRITICAL CONNECTIONS X X O MATERIAL VERIFICATION OF STRUCTURAL STEEL' 1708,4 -- ABTM A 6 or a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM ASTM A 568 O STANDARDS SPECIFIED ~N THE APPROVED CONSTRUCTION DOCUMENTS ASTM A 6 or O b MANUFACTURERIS CERTIFICATE OF COMPUANCE ASTM A 568 REQUIRED O MATERIAL VERIFICATION OF WELD FILLER MATERIALB: AISC, ASD, SECTION A3.6; AISC LRFD, a. IDENTIFICATION MARKINGB TO CONFORM TO ASTM O STANDARDS SPECIFIED IN THE APPROVED SECTION A3,5 CONSTRUCTION DOCUMENTB O b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED O @ iNSPECTION OF WELDING: AWS D1 1 1704,3,1 a. BTRUCTURAL STEEL 1, COMPLETE AND PARTIAL PENETRATION X GROOVE WELDS 2. MULTHPASS FILLET WELDS X 3. SINgLE-PASS FILLET WELDS > 5/16" 17,Rmm] X O~ 4. SINGLE-PASSFILLETWELDS<5/16"(7.9mm) __ X~ AWSDh3 O 5. FLOOR AND DECK WELDS X AWE D1.4 1R03,5.2 - AC1318: 3,5,2 b. REINFORCING STEEL I, VERIFICATION OF WELD ABILITY OF X REINFORCING STEEL OTHER THAN ASTM 2. REINFORCINg STEEL RESISTING FLEXURAL AND AXIAL FORCER IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY X ELEMENTS OF SPATIAL REINFORCED CONCRETE SHEAR WALLS, AND SHEAR REINFORCEMENT 3. SHEAR REINFORCEMENT X O @ OTHER REINFORCING STEEL X 1704,3.2 6, INSPECTION OF STREL FRAME JOINT DETAIL FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS: a, DETAfLS SUCH AS BRACING AND STIFFENING b. MEMBER LOCATIONS c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION -TABLE 1704.4 REQUIRED FOR THIS REFERENCED BC~NYS PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC STANDARD REFERENCE 1. iNSPECTiON OF REINFORCING STEEL INCLUDING, -- X AC1318: 3.6, 7,1-7,7 1903.5, 1907.1, O PRESTRESSING TENDONS, AND PLACEMENT 1907.7, 1914 4 O 2. INSPECTION OF REINFORCING STEEL WELDING IN SEE TABLE 1704.3 AWS D1.4 ACCORDANCE WITH TABLE 1704.3, ITEM 5B AC1318: 3.5.2 1903.5.2 3. INBPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURINO PLACEMENT OF CONCRETE WHERE X - - 1912,5 ALLOWABLE LOADS HAVE BEEN INCREASED 1904, -- X AC1318: C h. 4, &2-5,4 1905,2 190S 4, O 4 VERIFYING USE OF REQUIRED DESIGN MIX 1914.2, 19143 5. SAMPLINg FRESH CONCRETE AND PERFORMING SLUMP. X -- ASTM C 172 O ASTM C 31 1905.6, 1914.10 R CONTENT AND DETERMINI NG THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF MAKING SPECIMENS AC131 @ 5.6, 5,8 FOR STRENGTH TESTS 6. INSPECTION OF CONCRETE AND SHOTCRETE X -- AC1318: 5.9, S 10 1905.9, 1905.1 O, PLACEMENT FOR PROPER APPLICATION TECHNIQUES 1914.6, 1914.7, 1914.8 O 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X AC131@ S.1@@13 1905,1 h 190@13, TEMPERATURE AND TECHNIQUES 1914.9 8 rNSPECTION OF PRESTRESSED CONCRETE' a, APPLICATION OF PRESTRESSING FORCES. X ACh 31 B: lB,IR -- b GROUTING OF BONDED PRESTRESSING TENDONS X AC1318:18,16.4 IN THE SEISMIC FORCE-RESISTING SYSTEM 9. ERECTION OF PRECAET CONCRETE MEMBERS X AC1318: CH. 16 -- 10. VERIFICATION OF IN-SlTU OONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST TENSIONED X AC1318:6.2 1906.2 CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS O LEVEL 1 SPECIAL INSPECTION - TABLE 1704.5.1 REQUIRED FOR ALL NON-EESNETIAL FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA REQUIRED CONTINUOUS PERIODIC AC1530/ AC1530 lJ FOR THIS PROJECT INSPECTION TASK DURING TASK DURING TASK ASCE 5/TMS ASCE 6/TMB LISTED LISTED BC-NYS SECTION 402 ^ 602 1. AS MASONRY BEGINS, THE FOLLOWINg SHALL BE VERIFIED TO ENSURE COMPLIANCE: O a PROPORNONS OF SITE PREPARED MORTAR X -- AH. 2.6A O b. CONSTRUCTION OF MORTAR JOINTS X AH, 3 3B AH. 3.4 O c, LOCATION OF REINFORCEMENT AND X CONNECTORS O 2. THE INSPECTION PROGRAM SHALL VERIFY: a SIZE AND LOCATION OF STRUCTURAL ELEMENTS X 3.3G b, TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING Sec. 1.15 4, 2.1 2 O OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERB FRAMES OF OTHER X CONSTRUCTION O a. GROUT SPACE IS CLEAN X O d. CONSTRLICTION OF MORTAR JOINTS X AH, 3,3B 4. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE AH, 3.5 O COMPLIANCE WITH CODE AND CONSTRUCTION X - - REQUIRED FOR ALL ESSENTIAL FACILITIES LEVEL 2 SPECIAL INSPECTION - TABLE 1704.5.3 ISCHOOLS DESIGNATED AS EMERGENCY SHELTERSI FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA REQUIRED CONTINUOUS PERIODIC AC1530/ AC1530.1 / FOR THIS iNSPECTION TASK DURING TASK DURING TASK ASCE 5/TMS ASCE 6JTMS PROJECT LISTED LISTED BC-NYS SECTION 402 ^ 602 ^ 1. FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE AC131 B: 3,5, 7.1-7.7 FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a, PROPORTIONS OF SITE-MIXED MORTAR AND GROUT X AH. 2.6A b. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION X Ar' 3.3B OF MORTAR JOINTS Ch 8 c. PLACEMENT OF REINFORCING AND CONNECTORS X Ad. 3.4 d GROUT SPACE PRIOR 10 GROUTING X ArE 3.2D e. PLACEMENT OF GROUT X Art. 3.5 2, THE INSPECTION PROGRAM SHALL VERIFY' a. SIZE AND LOCATION OF STRECTURAL ELEMENTS X Sec. 1.15.4, 2.1 .B 3.3g b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUESN@ X OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS FRAMES OF OTHER CONSTRUCTION c. SPECIFIED SIZE, GRADE AND TYPE OF X Sec. 2] OB.9.2U 1 Sec. 1.12 AH. 2.4, 3.4 REINFORCEMENT d, WELDING OF REINFORCING BARS ITEM 2 e PROTECTION OF MASONRY DURING COLD WEATHER X X sec. 2104.3, 2104.3 sec. 8,5 7 AND AH, 1.8 (TEMPERATLIRE BELOW 40 DEGREES F} OR HOT 8,5.7,2 WEATHER (TEMPERATURE ABOVE 90 DEGREES F) 3 PREPARATION OF ANY REQUIRED GROUT SPECIMENS, X 21053,21054 -- Ad. h4 MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED 2105.5 4. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS -- X -- AH, 1.5 OF THE CONSTRUCTION DOCUMENTB AND THE APPROVED SUBMI17ALS SHALL BE VERiFiED REQUIRED FOR THIS ADDITIONAL INSPECTIONS PROJECT O 1. SOILTESTINGINCLUDINGPREPARATION OFTHEEXISTINOSITE. THEQUAUTYOFTHEFILLMATERIALBEINGUSED, MAXIMUM LIFTTHICKNESS AND THE IN PLACE DRY DENSHY. 2, SPRAY ON FiRE RESISTANT MATEHAL 5HALL BE TESTED FOR THICKNESS, DENSITY AND BOND STRENGTN. 3. PILE FOUNDATIONS SHALL BE CONTINUOUSLY INBPECTED AND RECORDS OF EACH PILE SHALL BE SUBM[TIED TO THE OWNER AND ARCHITECT. O SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. 5. SPECIAL TESTING FOR SEISMIC RESISTANCE. ~" STIFF PLATES EA SIDE (TYP ON LINE B) TOS 15'-1" HSS 20X12X,V2 CAP P L 14X I @"DY2 WITH z~" A-325 BOLTS STIFFENED SEAT ANGLE CONN. DESIGN LOAD = lEK SPANDREL 8 AND 8a CONNECTION DETAIL SCALE' 1/4" = 1 '~" RETURN T&B EXIST GIRDER HSS 20X12X~2 TOP OF STEEL VARIES-SEE PLAN LL 4X4X~4 X l 4" RQD TO MAINTAIN ~ GAP (MAX} EXISTING GIRDER CONNECTION DETAIL SCALE. 1/4"= 1'~3'' P P NOTES: 1} ALL LOADS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE SUPPLIED TO THE JOIST MANUFACTURER BY THE G.C. JOIST REINFORCEMENT DETAIL TYPICAL AT ALL IROOF POINT LOADS SCALE: N T S, SEE JOIST RBNF. DETAIL /8,r X 4I' LONG ANGLE. W8x13 ~.% JOIST L 3"X3"X1/4' LONG AT E~ EACH SIDE WALL. HOL[ WALL. OF CMU OLD TIGHT TO ROOF EQUIPMENT SUPPORT DETAIL SCALE: 1" = 1'~)" PARTITIION SUPPORT DETAIL A WALL PERPENDIICULAR TO JOISTS SCALE: N.T.S. JOIST - ROOF OPENING - SEE ARCH, OR MECH. DWGS, FOR SIZE AND OPENING JOIST - SEE pLAN PLAN -- 5" x 5" x 318" ANGLES x 4" CUT AS REQUIRED 4" x 4" x 3/8" ANGLES SECTION A /8 PLATE @ NEW ROOF DECK. VERTICAL BEIWEBN TOP AND BOTTOM CHORD OF JOIST, MIN. (2) LOCATIO)NS EACH LENGTH OF WALL. I/4"Xl'-0" LO NG AT 8'-0" D.C. MAX. EACH SIDE OF CMU WALL. MIN. (2} LOCATIONS EACH LENGTH OF WALL. HOLD TIGHT TO WALL, /4" AT 8'-0" D.C. MAX. VERTICAL BETWEEN TOP AND BOITOM CHORD OF JOIST. MIN. (2) LOCATIONS EACH LENGTH OF WALL. MAX. MIN, (2) LOCATIONS EACH LENGTH OF WALL. ROOF OPENING DETAILS NOTE: AT ROOF OPENINGS LARGER THAN 2'-0" WIDE PROVIDE W 8x 13 FRAME. SCALE: 1 1/2"= 1'.-0" PARTITIION SUPPORT DETAIL A WALL PARALLDL TO JOISTS SCALE: N.T,S. III IGA $- 02