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Home My WebLink About36423-ZTown of Somhold Annex 54375 Main Road Southold, New York 11971 12/9/2011 CERTIFICATE OF OCCUPANCY No: 35321 Date: 12/9/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: COMMERCIAL ALTERATION 9945 Route 25, Mattituck, NY 11952, Sec/Block/Lot: 142.-1-27 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/11/2011 pursuant to which Building Permit No. 36423 dated 5/25/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: construct an addition and alterations to an existing commercial building, to a 7-11, as per Planning as applied for. The certificate is issued to GAMAPropeflies-Deer Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/1/11 C 10-09-0007 12/6/11 36423 10/24/11 Michael.Ave/Ilo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36423 Date: 5/25/2011 Permission is hereby granted to: GAMA Properties. Deer Inc 320 Front Pond Rd Old Brookville, NY 11545 To: construct an addition and alterations to an existing commercial building, as per Planning, as applied for. At premises located at: 9945 Route 25, Mattituck, NY 11952 SCTM # 473889 Sec/Block/Lot # 142.-1-27 Pursuant to application dated To expire on 11/23/2012. Fees: 4/11/2011 and approved by the Building Inspector. NEW COMMERCIAL, ALTERATION OR ADDITIONS CO - COMMERCIAL Total: $1,303.20 $50.00 $1,353.20 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from amhitect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all properly lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commemial $15.00 ?- // New Construction: Location of Property: House No. Old or Pre-existing Building: (check one) Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block / Lot Subdivision Permit No. '9 ~9 c~ ~'~ Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~'~O ' ~> C> Date of Permit. Filed Map. Applicant: Underwriters Approval: Final Certificate: Lot: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 ro.qer, riche rt~,,town southold.ny.us BU1LDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: GAMA Properties Address: 9945 Route 25 City: Mattituck St: NY Zip: 11952 Building Permit #: 36423 Section: 142 Block: I Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Felbinger Electric LicenseNo: 4529-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixturese[~~ HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur Pumps Emergency Fixtures~131 Time Clocks Exit Fixtures ~ TVSS 600a, 3phase, overhead service, 10 parking light (pole lights), 7 special recpticles 5-20a-220 recp, 13, IG recpt, 6 refridgeration units(compressers), 4 motion sencers, 3 incandescent sign lights Notes: Inspector Signature: Date: Oct 24 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 76571802 Fax (631) 765-9502 CERTIFICATION Date: Building Permit No.~ {gt{ ~' 5 Owner: 9 // (Please print) Plumber: }Alt'Cheer t/~,e~{,[ 1) (Please print) I certify that thc solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this County D, eOIItY AIcLLO N.*rjry Put. he, St,~t~' CI New York No. 485t 105 Suflolk Ceunly S0mm~ssioa Expires Apri 28, 20~ DEC - 2 ?Oi~ B[DG DEPT. TOWN OF SOUIHOLD SOUTHOLD TOWN Jo.: 1-' gM~ LOCATION: qq,~- /~'7~ Z_S FIRE INSPECTOR NOTES ~-~,~:.'ll~t~_~l/~, DATE: ~-2_1-/I NotesPaper Page TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [,~ROUGH PLBG. FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ [ ] INSULATION [ [ ] FINAL [ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /-~//~,~?'~£ /~~ '~ / DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~/~FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE R~STAHT CONSTRUCTIO" [ ELECTRICAL (ROUGH) [ [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ~" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / NSPECTION Ii/FOUNDATION 1ST [ ] ROUGH PLBG. [L/] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ///~/'-~/'"~ ~'~~~ '~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) REMARKS: [ ]ELECTRICAL(FINAL) ~/ ~~ ~-~(~ DATE INSPECTOR~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [//~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY INSULATION FINAL FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ELECTRICAL (FINAL) DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC JON [ ] FOUNDATION 1ST [,~/] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (IFIOUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FIN~L) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY _E FIRE RESISTANT CONSTRUCTION [ LECTRICAL (ROUGH) [ [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOI)TflO~-BUILDING DEPT. [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ~LATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FiRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION t ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY ~/~ FIRE SAr.. ~ T' INSPECTION [ ]FIRERESISTANTCONSI~UCTI~ [ }RRERESISTANTFENETRATION REMARKS: INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION [ ] FOUNDATION 1ST [ ] RO~G~H PLBG- [ ] FOUNDATION 2NO [/~NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FiREPLACE&CHIMNEY [ ] Fll/~ERE~FsTET~.N~TOi~H [ ] FIRE RESISTANT CO14S11~UCT10N [//]'FIRE Ri [ ] ELECTRICAL (.0U_~GH)~ /~ [ ~ ELECTRICAL (FINAL) DATE-- ~/7/l/ .INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY / [~IRE SAFETY INSPECTION [ ]FIRE RESISTANT COliSTRIJCTION [ ] FIR~E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]~__ ATION [ ] FRAMING / STRAPPING [/~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC~I~OUGH) ~ .,]~E~ECTRICAL (FINAL) REMAnKS:~ ~_/~-~ ~ /~~--~' ., - / /'/ · DATE /'~/~/~[ INSPECTOR 12/07/2011 16:55 7184421509 GEHSTAR PAGE 04 CARLIN-SIMPSON & ASSOCIATES 61-67 MAIN STREET SAY REVI LLE, NEW JERSEY 08872 TEL (732) 432-.~757 FAX (732) 432-$7 I 7 PROJECT: Proposed 7-Eleven DALLY FIELD INSPECTION REPORT DATE: 13 Jul), 2011 LOCATION; PROJECT NO: Msmtuci~ il-10 WEATHER** CLIENT: Sumn~, ~ 7-Ek'vmr inc. A Cnrlin-SIm~on & Associates representative was present at the above-referenced site for the following activities: EOUNDATION INSPECTION Foundation bearing material was inspected at the subgrafle elevations determined by the contractor. Bearing material comists of virgin undisturbed soil. CSA's representative arrived on site. Gemstar Construction was beg'nnmg excavation of proposed building addition footing. Once excavation of entire footing 3" above bearing material, C}cmstar Construction stopped excavation to prevent over excavation for the forming and tamping to be performed the following day by Debut Construction. Foundation bearing material for entire length of footing, consisted of a medium dense virgin undisturbed Sand and gravel. All being material was approved for 3000PSI bearing capacity, Inspectors Hours: Arrived on site: 9:00 am Left Site: 2:00 nm Total Hours: ~f,~ Inspectors Name: ,l'osenh Martl~lli Signature: __ o'ooooh 14aze6L1..i. Date: 13 July 2011 NOTE: This report covers the locations o/the work in~pected and test~d followmg recognized standards a~d does not constitute errgifleerin~ opinion or project cOntrol. P~e ! ~fl 12/07/2011 16:55 71@4421509 GEMSTAR PAGE 05 CARLIN-SIMPSON & ASSOCIATES 61-67 MAIN STREET SAYREVILLE, NEW JERSEY ~'8872 TEL (?32) 432-5?$7 FAX (731) 432-5717 PROJECT: Prooosed 7-Eleven DAILY FIELD INSPECTION REPORT DATE: 14 July 2011 LOCATION: PROJECT NO: MaUituek~ NV 11-1o WEATHER; CLIENT: , Sunn~, 80° ?-Eleve~ Inc. A Carlin-Slmpson & Associat~ representative was present at the above-referenced site for the following nctlvitl~; FOUNDATION INSPECTION CSA's representative arrived on sile. Debut Construction excavated remainder of footing to existing footing elevation (stepped down for footing on north-east comer). Bearing material consisted of a medium dense virgin undisturbed Sand and gravel capable of supporting a design bearing capacity of 3000PSI. Subgrade tamped and firm. Rebar placed as noted on plans (3) #4 bars, #4 at 1" except #.5 bars used for length of footing. Rebar wan inspected and approved, concrete poured with the fo]lowing specs: Concrete poured at 3:00 pm from Nicolia Ready-Mix 85° F air temperature (sunny) 75*F concrete temperature Slump: 3.$ inch drop 3,000 psi Insl:~tors Hours: Arrived on site: I 1:00 am Left Site: 3:00 om Total Hours: Inspectors Name: ~Signature: J'on~oh ~k~11~. Date: 14 J'uly NOTE; This report covers the locations of the work inspected omi retted following recognized standardy and does not comtitute engineering opinion or proJttct control. P~e I of I 12/07/2011 lB:S§ 718~1S09 GENSTAR PAGE 07 CARLIN-SIMPSON & ASSOCIATES 61-67 MAIN STREET SAYREVILLE, NEW JERSEY 08872 TEL (732) 4~2-$757 FAX (732) 4~2-$71 ? PROJECT: Proposed 7-Eleven LOCATION; WEATHER: DALLY FIELD INSPECTION REPORT DATE: 15 July 2011 PROJECT NO: 11-10 CLIENT: ~k~m~ 90~ 7-Eleven~ Inc. A Ca~in~im~n & A~iat~ representative was p~sent at the abov~referenced site for the following FOUNDATION INSPECTION CSA's representative arrived on site. Debut Cons~uction placed forms for foundation walls. An e-mall was sont to Oemstar Construction approving concrete footing walls to replace masonry block. Rebar inspected and approved, inside walls to be (3) #5 bars t~oughout walls. Concrete poured with the following specs: Concrete poured at 2:00 pm from Nicolia Ready-Mix 85' F air temperature (sunny) 75°F concrete temperature Slump: 5,5 inch drop 4,000 psi Inspectors Hours: Arrived on site: 12:1 $ Left Site: 2:30 ora Total Hours: 2.5 Inspectors Name: Joseoh Martelli Signature: droe*nh lq~e~lli Date: 15 July 201 l NOTE: This r#port covers the Iocation~ of the work inspected and tested following recognized standards and does not constitute engineering opinion or project control. Pale Iofl 12/07/2011 ~6:55 7~84421509 GENSTAR P~GE 09 TEL CARLIN-SIMPSON & ASSOCIATES 61-67 MAI/~ STREET SAYREVI LLE, NEW JERSEY 0887;~ 4.12-5757 FAX (732) 4..t2-5717 DALLY FIELD INSPECTION REPORT PROJECT: DATE: Proposed '/-Eleven 19 July 2011 LOCATION: PROJECT NO: Mm~uck~ nY l I - 10 WEATHER: CLIENT: A Carlln-Simpson & Associates representative was presenl at the above-referenced site for the following activities: SOIL COMPACTION INSPECTION Structural flu was placed in the proposed building area and beneath the proposed floor slab. Fill material was tested for compaction using a soil moisture density gauge and was approved. CSA's representative arrived on site for testing ofbackfilled materials to be placed at interior of existing building for new fotmdation walls and floor slabs. Using a small plate ~amper and jumping jack at several passes over 8" to 10" lifts. All material was test~d and approved prior to placing subsequent layers. Inspectors Hours: Arrived on site: 7:30 am Left Site: .3:30 om _ Total Hours: 7.~ Inspectors Name: ~[P.l~Signature: ~ogcton Jung Date: 19 ,tuly 2011 NOTE: T~s r~port ¢otatr$ the locations of the work inspected and tested fo/lowing recognized standar~ and does not con~#tute eI~tMer~ng opinion or project control. Pap~l ofl CARLIN-SIMPSON & ASSOCIATES 61-67 MAIN STREET SAYREVILLE, NEW JERSEY 08872 TEL (732) 452-~757 FAX (752) 452-5717 DALLY FIELD INSPECTION REPORT PROJECT: DATE: Proposed 7-Eleven 21 July 2011 LOCATION: PROJECT NO: Mattituclq NY I 1-10 WEATHER: CLIENT: Susan' 90* 7-Eleven, [nc. A Carlin-Slmpson & Auoeintes representative was present at the above-referenced site for the following activities: ADDITIONAL INFORMATION/REMARg~q CSA's representative arrived on site at 9:00am,Inspected 6x6" wire mesh grid for proposed floor slab concrete. At 9:30am the concrete truck arrives on site. A slump test was performed for the slab pour of building slump recorded at 8". Rep informed foreman and truck driver to use le~ water for the following loads. A total of 48 cubic yards of concrete was placed within the proposed floor slab area, A series of four concrete cylinders were cast for testing. Inspectors Hours: Arrived on site: ~;~Qam Left $it~; I 1:30am Total Hours: 2.5 Inspectors Name: Rick Villafrade Signature; R;I. ok v/..I..I.&fr&cl~ Date: 21 July 2011 NOTE: This report oover$ the locations of fhe work tn~l~cted and tested following recognized standards and does not constitute engirmering opinion or project control. P~lofl 12/07/2011 16:55 7184421589 GEMSTAR PAGE 86 Tested For: GRNTECH I ENGINEERING ASSOCIATES, P.C. CONCRETE COMPRESSION TEST REPORT Carlin Simpson Project: Mattlt#ekt NY Project # 10-11 Date: AuRust 12, 2011 Rc~ort No,: I Location Of Po~r: Wall Footing Date Poured: 7/14/I 1 Time: Slump (in.): 3.5" Air Content (%): Air Temperature °F: 85° Concrete Temperature °F: 75 Date Rac*ived in Lab: 7/19/11 Field Data Submitted By: C.S. FIELD DATA Specified Strength: 3000 psi Supplier: Delivery Ticket No.: Mix NO. & Proportions: Cement: Water: Fine Aggregate: Coarse Aggregate: Admixture: Mix Data Submitted By: coMPResSION TEST R~SULTS Test Method ASTM C 39 (Nominal Cylinder Size 4" x g") Area = 12.57 sq, inch LAB FIELD TYPE DATE AGE TOTAL LOAD COMPRESS1NE FRACTURE NO. NO. C UI~J]VO TESTED (DAYS) (POUNDS) STPd~NOTH (?SI) TY]F£ IA F/L 7/21/11 7 31640 2517 c B " 8111/I 1 28 54455 4333 c C " 8/1 l/l I 28 53860 4286 c D 8/1 l/11 28 55465 4413 (a) Spl*t (b) Shear (0 (d) (el Skete#e~ et'Types of Fracture Tariq Bashir, P.E. 160 Route 35 North, Cliffwood Beach, NJ 07735. Tel: (732) 290-7113- Fax: (732) 290-7115 12/87/2011 16:55 ?184421SOB GEMSTAR PAGE 88 i GEN'i~ECH J ENGINEERING ASSOCIATES, P.C. Tested For: CONCRETE COMPRESSION TEST REPORT Carlin Simpson Project: Date: August i 2~ 2011 Location Of Pour: ~Footing Wall Date Poured: 7/15/11 Time: Slump (in.): 5.5" Air Content (%): Air Temperature °F: 85o Concrete Temperature °F: 72 Date Received in Lab'. 7/22/1 Field Data Submitted By: Project # Report No.: 2 FIELD DATA' Specified Strength: Supplier: Delivery Ticket No.: Mix No. & Proportions: Cement: War.c: Fine Aggregate: Coarse Aggregate: Admixture: Mix Data Submitted By: Mattitue,,~ NY 10-11 4000 psi COMPRESSION TEST RESULTS Test Method ASTM C 39 (Nominal Cylinder Size 4" x 8") Area= 12.57: inch ..... LAB FIELD TYPE DATE AGE TOTAL LOAD COMPRESSP/E FRACTURE NO, NO, CURING TESTED (DAYS) (POUNDS) STRENGTH (PSI} TYPE 2A F/L 7/22/11 7 43605 3469 c _ B " 8/12/11 28 67590 5378 c ~ C ,, 8/12/11 28 62145 4945 D 8/12/11 28 74195 5904 REMARKS; Cone Ceee a~l Cone and Sheer Columnm Skelche~ of Type~ of Fracture Tariq Bashir, P.E. 160 Route 35 North, Cliffwood Beach, NJ 07735- Tel: (732) 290-7113 - Fax: (732) 290-711S 12/07/2011 1G:55 7184421589 GEMGTAR PAGE 11 ~ GENTECH ENGINEERING ASSOCIATES, P.C. CONCRETE COMPRESSION TEST REPORT Te~ted For: Carlin Simpson Project: Mattituck~ NY Project # I0-11 Date: Aultust 18~ 2011 Report No.: 3 Location Of Pour: Slab Date Poured: 7/21/I 1 Time: Slump (in.): 8" Air Content (%): Air Temperature °F: 81° Concrete Temperature °F: 77 Date Received in Lab: 8/4/1 I Field Data Submitted By: C.S. FEELD DATA Specified Strength: 4000 psi Supplier: Delivery Ticket No.: Mix No. & Proportions: Cement: Water: Fine Aggregate: Coarse Aggregate: Admixture: Mix Data Submitted By: COMPRESSION T~ST RESULTS Test Method ASTM C 39 (Nominal Cylinder S~ze 4 x 8'9 Area -- 12.57 sq. inch LAB FIELD TYPE DATE AGE TOTAL LOAD COMPRESSIVE FRACTURE NO. NO. CURING TESTED (DAYS) (POUNDS) STRENGTH (PSI) TYPE 3A F/L 815/I I 15 80315 6390 d B " 8/18/11 28 90940 7236 C " 8/18/11 28 87850 6990 D " 8118/11 28 93740 7459 Cone Cone and Co~ at~d Shear Columnar (al Split (b) Shear (~) (d) (el Sketehe~ of Types of Fraelere Tariq Bashir, P.E. 160 Route 35 Nortla, Cllll~vood I~ach, NJ 07735. Tel: (732) 290-711;5. Fax: (732) 290-7115 CARLIN · SIMPSON & ASSOCIATES Consulting Geotechnical and Environmental lgngrlneel,~ 61 Main Stzcct, Sayrevill¢, Nexv Jersey 08872 Tel. (732) 432-5757 Fax. ~32) 432-5717 1 September 2011 Principal: Robcxt B, Simpson, P.E. Associates: Robert H. B~nes, P.E. Meredith IL Anke, P.E. Kurt W. Anke Eric J. Shaw 7-Eleven. lac. Northeast Division 115 Broad Hollow Road, Suite 300 Melville, NY 11747-4989 Attn: Mr. Michael R. McAteer Project Manager Certification of Foundation Bearing Material Proposed 7-Eleven Store Main Road & Factory Avenue Mattituck, New York (I I- I 0) Dear Mr, McAteer: In accordance with your request. Carlin-Simpson & Associates has provided inspection services for the preparation of the foundation bearing material, installation of r, inforcing steel and placement of concrete for the proposed addition adjacent to the south side of an existing smacture located at the referenced site, Our inspection services included the following: Excavation to the design foundation bearing elevation which consists of a virgin undisturbed medium dense sand and gravel, · Inspection of all reinforcing steel (rebar) for the new foundations, foundation walls and floor slab. · Inspection and testing of concrete for each individual pour. · Inspection and testing of controlled compacted till inside the proposed structure. All new fill required inside the building was installed in approximate 8 inch layers and compacted to a minimum of 92% Maximum Modified Density (ASTM D-1557). Each layer was tested and approved prior to subsequent layers being placed. Based on the inspection services provided, we certify that the medium dense virgin undisturbed silty sand and gravel material is capable of supporting a conventional spread footing foundation utilizing a net design bearing pressure of 4000 psf. The newly placed compacted fill is capable of supporting the new slab on grade floor slab. In addition, all reinforcing steel and concrete were found to be in accordance with the project specifications and drawings. 12/07/~011 1~:5§ 71@~1~09 GENSTAR P~GE 0~ Thank you for letting us assist you on this project. Very truly yours, C^RLIN-S~MPSON & ^SSOC~A~S PPbert B, Simpson ROBERT B, SIMPSON, P.E. High Point Engineering 521 Conklin Street Farmingdale, NY 11735 Website: www. HPI';ng.com Phone: (516) 777-4320 Fax: (516) 777-4321 email: info@hpeng.com December 8, 2011 Via Facsimile 631-765-9502 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Re: Wind Load Appurtenance Certification Building Permit Application # 364232 Proposed 7-Eleven Store 7-Eleven - Store #34216 9945 Main Road Mattituck, NY To Whom It May Concern: Please accept this letter as a certification that our office inspected the installation of various clips and strapping forming the wind load resistance system for the building installed under the above permit application and found them to be in general conformance with the plans prepared by our office and applicable Codes and Regulations, Please contact our office with any questions or concerns you may have. DEC -8 011 BLDG DEPT. TOWN OF SOtiTUQ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork, net/Southold/ Examined~ '~,:~ 20 /( Approved~ "'~-J""-' ,20 / ( Disapproved a/c Expiration'~- '9 '~ ,20 APR - 8 2011 BLDG. OEP[ l'OW)~ OF SOUTHOLO a. mhis appncauon 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 Contact: Mail to: Phone: Buildil~ Inspector APPLICATION FOR BUILDING PERMIT Date ~:- 7 ,20/,/ INSTRUCTIONS completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas~ and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing ~ode,, an~ gulations, and to admit authorized inspectors on premises and in building for necessary inspections. (t~sm g~ (Signature of applicant .or nam~oration) C" (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~--~ ',,4~///-,'~r /~fOff ~r'/'7 ~"~ -- ~)-~'/~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 ~ll~lffi~'*:'fi't~,O;~,dt ~ll~:k Subdivision Hamlet gg~;~t~,..~'trO .01~ Filed Map No. (Name) ~ , ,,~f~u~ ;,iL.;, '*3 Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy. 3. Nature of work (check which applicable): New Building Repair Removal Addition Alteration 4. Estimated Cost If dwelling, number of dwelling units If garage, number of cars Other Work Demolition Fee Number of dwelling units on each floor (Description) (To be paid on filing this application) If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front ~;, / Rear ~'~, / Height ! >-,,'~. Number of Stories Dimensions of same structure with alterations, or additions: Front Depth Height 8. Dimensions of entire new construction: Front Height Number of Stodes 9. Size of lot: Front /'~? Rear Depth Number of Stories Rear ~ Rear Depth .Depth 10. Date of Purchase Name of Former Owner I I. Zone or use district in which premises are situated ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ 13. Will lot be re-graded? YES X~ NO Will excess fill be removed from premises? YES__ NO NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ora 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 * 1F YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF .~: ./~7~?-&t~- d~ ~_~ heing duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the [~/~:7~''x-'.p''~ (Contractor, Agent, Corporate"'Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw~ro to before me th'is (,.~tNotary P~lblic Signature of Applicant No. o'Vge ~ffied i&~uflolk County ~ml~lon ~ies July STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-SS18 February 2, 2011 Mr. Vincent Angelo Corrado, P.E. Associate Engineer Dunn Engineering Associates, P.C. 6O Main Street Westhampton Beach, NY 11978 : Youi'November 30,2010 Submission 'proposed 7-11 Convenience Store 9945 Main Road NY 25, Mattituek SCTM 1000-14200-0100-027000 Our Case No. 01-099P Dear Mr. Corrado: This is in regard to the information for the referenced project which was submitted to us for review. Inasmuch as we are in conceptual agreement with the mitigation measures proposed and believe that all involved are working diligently towards a resolution that will not compromise public safety on the State highway, we have no objection to the Town of Southold issuing a Building Permit for this site. -- In order to ensure that all public safety concerns relating to traffic have been addressed in the final site plans, we request by copy of rids letter that the Town of Southold contact us prior to the issuance of a Certificate of Occupancy. Prior to an approval of the site work and iss, u. ance of a New York State Highway Work Permit, the following ~tems must be addressed: : : i" hi order to progress the property dedication at the subject site, please contact Mr. Bruce Branigan at (631) 952-6092 for further direction in this matter. The property dedication required to make the radius improvements may also be transferred to the Town of Mi'. Vincent Angelo Corrado February 2, 2011 Page 2 of 2 Southold in lieu of the State. In eitber*ease, there must be documents in place prior to the issuance of a Highway Work Permit ensuring that the dedication process will be completed in a timely manner. 2. Left turn prohibition signs should be inel/~ded in the plans. An oversight was made during the previous review in which instruction was given to place the pedestrian movement crossing NY 25 during phase 3 operation. Instead, change the labeling of the pedestrian detectors push button from (301,302) to (401,402) and have the sequence diagram show the pedestrian operation during phase 4. Also the MSOS sheet should reflect these changes accordingly. Please provide us with an engineers cost estimate for the work required within the NY 25 highway right-of-way, excluding the traffic control signal, so we can set the bond requirement for this site. 5. Please refer to the marked-up plans sheets for comments and corrections. Please submit five (5) copies of revised plans for our review, including the same number of site plans. In your response letter please state how the above comments are addressed, item by item. Review of the subject material is beiffg co0t~/t~tated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention at the above address. In all future correspondence, please refer to the subject Case Number and County Tax Map number. Thank you for your cooperation concerning this matter. Traffic Engineering and Safety Mr. Peter Harris, Superintendent of Highways, Town of Southold Mr: Martin Sidor, Planning Board Chairperson, Town of Southold SAS:MDW:mm 1 II2812011 11:20 MOORE LAH OFFICES (l:~31765Zllia3 P.O01 I003 PATRICIA C. MOORE A~orney at Law 51020 Main Road Southold, Ne.w York 1197111 Tel: (631) 765-4330 Fax: (631) 765-4643 FACSIMILE COVER SHEET The pages comprising this facsimile transmission contain confidential information from Patricia C. Moore. This information is intended solely for use by the individual entity named as the recipient hereo~. If you are not the intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmission is prohibited. If you have received this transmission in error, please notify us by telephone immediately so we may arrange to retrieve this transmission at no cost to you. TO: ~t~_~ %'~.- FAX: RE: ~ -- DATE: Y\~ ~%' t% TOTAL NUMBER OF PAGES INCLUDING COVER SHEET IF TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK AS SOON AS POSSIBLE. CLIENT NAME: OP~RATOR: 1112812011 11:21 MOORE LAN OFFICES (F~C~131765~13 P.0021003 ' - ........ I.._ ' ......... ~ ,,-: ,.- Y~, ,., ,.,.,, ~,..,~,,, ,.,.,,..,,...~ .. ,,, ""..Y~o..,., ,.-.. ,, '.2 'o' '" '" I Thank you fO' ullflg OPAL. New Od( Slates Online Permit Asdstence ,nd Licensing Ion Bbc~Jt N~ YOrK ~ or c~ll 5M F~r Inf~rm~ item permits .lld IIC~nNi, pleas, visit uS a~ln ~ S~IBI~ Conflmnation Receipt ( ~ll,ase print ~ do~ent, recd~ for Uds trnnMcdo~ ) y;our OPAL ZD I~1 lOSl,7:~. U~o tfl~B OPAL ID In ,ny future corresponden, regarding the '.ppllcatlorts you ~ompl~ed du~lng thl~B ~lliofl, AII~, m It to triCk ~. {Note: Before Your your ne~t credit cling your appllL'M'l hwe been m3c~l~ through tho 0 n mt. us. plelnO allow npll~lmetely one hour for our ~Ully -ubm~ed. Any etmrge(.) murred for AL W~tem ~dll .l)Pgar .8 'NY~ Buslne~ Licensingq on refer tn Import.~t ~ bM~w to .complete process lng, ~--__ TOtOI I I ~4o0,oo Amount Charged ~ -.~-- Follow-up 'P~'~e write your ~ood Prm~ul, rfformaUon; ;umpl~u ttm fullo~ OPAL ID on IIII ~ For ~pIIclnu thdt ~ been con.cC prior ceftiflcKa ol conviction, pi.mm ~ 1 ?11~2011 / I~ ~:m~ ~ fully proc3F,.s your BpPllcJtlon(s). dmlllte, mil d or pleaded g. llty to · felony and haw not submitted ~.11 · ee~flclKt K convi(~'to~ to U~. ~,,nt~ address. FOOD INDUSTRY ALLIANCE of blEW YORK STATE ~ ~"f~- FOOD SAFETY EDUCATION CERTIFICATION PROGRAM Course gFP00010 ITl Jeanetto Cocheo HAS COMPLEYI~ A MINIMUM OF 8 HOURS OF INSTRUCTION rN ACCORDANCE WITH NEW YORK STATE AGRICULTURE AND MARKETS LAW PART 271, §251-Z-12. JIM RO~ERS, PRF_~IDENT DATE FOOD INDUSTRY ,{,!.! .lANCE of NEW YORK STATE PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JOSEPH L. TOWNSEND DONALD J. WILCENSKI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 December 14, 2010 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Final Approval: Gama Deer Park (7-11, Mattituck) Located on the n/e corner of Factory Avenue & NYS Route 25, Mattituck SCTM# 1000-142-1-27 Zoning Districts: Business Dear Ms. Moore: The Southold Town Planning Board, at a meeting held on Monday, December 13, 2010, adopted the following resolutions: WHEREAS, this site plan is to convert an existing 1,985 s.f. gas station/convenience store to a 2,670 s.f. convenience store (constructing a 685 s.f. addition) on a 23,891 s.f. parcel; and WHEREAS, on March 17, 2009, the NYS Department of Transportation commented that traffic demand from the site will place more of a demand on the west bound to north bound right turn movements and as such, the applicant should complete a radius improvement as part of the site development; and WHEREAS, it has been agreed that the applicant will dedicate 249 s.f. to the NYS Department of Transportation to improve the radius of the turn at the northeast corner of the intersection, and will be responsible for site improvements and the cost for the radius improvements, and the NYS DOT will undertake the cost of re-locating the utility and pedestrian traffic control facilities; and WHEREAS, an application for a site plan was submitted on April 7, 2009, including the site plan prepared by Eugene Kempey, P.E., dated February 25, 2009; and WHEREAS, on June 8, 2009, the Southold Town Planning Board accepted the application for review; and Gama Deer Park 7-11 Pa,qe Two December 14, 2010 WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, part 617.5 (c) (3) has determined that the proposed action is a Type II Action as it falls within the following description for (6 NYCRR, Part 617.5 (c) (7): "construction expansion of a primary non-residential structure or facility involving less than 4,000 s.f. of gross floor area and not involving change of zone or a use variance ..." and not subject to further review under SEQRA; and WHEREAS, on June 11,2009, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, Southold Transportation Commission, Mattituck Fire District and Southold Local Waterfront Revitalization Program (LWRP) Coordinator, Suffolk County Department of Health Services, NYS DOT; and WHEREAS, on June 11,2009, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the Suffolk County Planning Commission; and WHEREAS, on June 13, 2009, the comments were received by the Suffolk County Planning Commission and the site plan was determined to be a matter of local determination; and WHEREAS, on June 17, 2009, the Town Engineer reviewed the site plan and commented that the applicant has incorporated all the relevant engineering comments and satisfied the DOT issues with regard to the site design and reached an agreement with the work in the State right-of-way; and WHEREAS, on June 18, 2009, the Southold Town Architectural Review Committee reviewed and recommended the following design elements: The street sign should be a monument style sign no more than 6' in height with no internal lighting and goose-neck style light fixture on the sign, the use of a stone fa(;ade matching the building at the base of the street sign, the use of a natural split-shake shingle on all of the gables on the building, the use of Dark Sky compliant simple goose-neck style parking lot lighting fixtures without scrolling along the neck, the use of 10" square columns along the front of the building with a stone pedestal at the base of each column to complement the stone on the building, thicken the front arches between each column to complement the wider columns, change the colors of the building to the Nantucket Stacked Stone option with a complementing light gray-toned hearty plank above the stone; and WHEREAS, on June 29, 2009, the Mattituck Fire District recommended that all access points allow for fire access and allow for all access driveways be cleared and maintained to meet Town Code; and WHEREAS, on July 2, 2010, the Southold Town Transportation Commission recommended that all concerns have been met; and Gama Deer Park 7-11 Pa,qe Three December 14, 2010 WHEREAS, on July 17, 2009, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has recommended that the proposed project is consistent with Southold Town LWRP policies; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on October 13, 2009, a public hearing was held and the record was held open for an additional two weeks for written comments; and WHEREAS, the written record was closed on October 28, 2009; and WHEREAS, on February 26, 2010, the applicant submitted a Traffic Impact Analysis prepared by Dunn Engineering in connection with the site plan that was corroborated by an independent Traffic Engineering Firm (AKRF) hired by the Town; and WHEREAS, on August 2, 2010, the Suffolk County Department of Health Services issued a Permit (#C10-09-0007) and approved the project and stamped the site plan; and WHEREAS, on November 8, 2010, written documentation was submitted that stated deliveries would not be accepted during peak hours of operation and would use only the entrance on the Main Road, not Factory Avenue; and WHEREAS, pursuant to Southold Town Code §280-133 C, the Planning Board will not require the full 25' landscaped front yard. The Board has found this acceptable for the following reasons: that the subject parcel is an existing developed site with minimal existing landscaping, and as a result of this application, considerably more landscaping will be added; the applicant has proposed areas of front landscaping that are wider than 25' where feasible, with a landscape strip that varies throughout the site from 44 feet along the east property line to 8 feet along the Main Road; the average width of the front landscaped area equals approximately 25 ft. and the subject site's proposed landscaping will be an improvement to the area where many sites have minimal landscaping; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for site plan applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. 27 parking spaces are required on site, however, the Planning Board has found that this application is eligible for a small waiver of parking requirements of 2 parking spaces for the following reasons: the subject parcel is an existing developed site; the subject site will provide more parking than similar uses in the Town; the traffic study concluded that the site had Gama Deer Park 7-11 PaRe Four December 14, 2010 been designed to provide adequate on-site parking. Previously, there were 26 parking spaces proposed, the Planning Board has required the applicant to land bank one parking space closest to the entrance of Factory Ave to improve site circulation & safety (leaving 25 parking spaces); and WHEREAS, on December 6, 2010, the Planning Board accepted the Traffic Impact Analysis and concluded that the traffic report addressed the concerns raised from the Public Hearing regarding traffic issues and the safe operation of the site; and WHEREAS, on December 13, 2010, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the Business Zoning District; and WHEREAS, all applicable requirements of the Site Plan Regulations Article XXIV, §280 - Site Plan Approval of the Town of Southold have been met; therefore, be it RESOLVED, that the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (3), has determined that the proposed action is a Type II Action, and not subject to review under SEQR; and be it further RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and determined that the action is consistent as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval with one condition to the site plan entitled "7-Eleven, Inc.", prepared by Eugene Kempey, P.E., originally dated February 25, 2009 and last revised on December 10, 2010, and including the following pages: SP-01 Site & Drainage Plan · SP-02 Landscape Plan · SP-03 Site Detail · SP-04 Truck Routing Plan · SP-06Aerial Photo Plan · PH-1 Site Lighting Plan · A-1 N &S Eelevations · A-2 E & W Elevations, and authorizes the Chairman to endorse the site plan packet after the following condition is met: 1. The applicant must submit a letter from NYS Department of Transportation stating they have no objections to site plan approval being granted prior to their Highway Work Permit being issued. Gama Deer Park 7-11 PaRe Five December 14, 2010 Please note: The Planning Board's final inspection and the subsequent Certificate of Occupancy will not be issued until after the NYSDOT has notified the Planning Board that they are satisfied that all the work on the intersection improvement as noted on the plan has been completed. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries, and to shield the light from the sky. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative, must inspect the site to ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Very truly yours, Martin H. Sidor Chairman cc: Town Engineer Building Department PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY November 15, 2011 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 PLANNING TOWN OF Tele )hone: 631 765-1938 F -: 631 765-3136 LD ~'.¢1., '.7 Re: Amendment to Site Plan Approval: Gama Deer Park (7-11, Mattituck) Located on the n/e corner of Factory Avenue & NYS Route 25, Mattituck SCTM# 1000-142-1-27 Zoning District: Business Dear Ms. Moore: The Southold Town Planning Board, at a meeting held on Monday, November 14, 2011, adopted the following resolutions: WHEREAS, by resolution on December 12, 2010, the Planning Board approved the Site Plan referenced above; and WHEREAS, during the site planning process the Town identified that the turning radius for westbound Main Road (Rt. 25) to northbound Factory Avenue does not meet current New York State Department of Transportation standards, due to the alignment of Factory Avenue. The applicant agreed to participate in the correction of this alignment problem, in conjunction with the NYS DOT. The applicant entered into an agreement with the NYS DOT whereby the applicant will dedicate the property needed to implement this improvement, and will provide detailed design plans for both the radius improvement and the traffic signal equipment re-location at no expense to the Town or the State of New York. In addition, as part of the site development, the applicant will construct the radius improvement. The NYS DOT has indicated that, in light of the applicant's willingness to provide this benefit to the traveling public, they will provide for the re-location of the traffic signal equipment and the utilities (and associated poles); and WHEREAS, the Planning Board's approval resolution contained a condition requiring the radius improvement from Rt. 25 to Factory Avenue be completed prior to a Certificate of Occupancy being issued to ensure the correction to the radius was done; and WHEREAS, on October 14, 2011, the Planning Board received a letter from the applicant requesting a final site inspection and asking that the Certificate of Occupancy be issued prior to the radius work being completed; and Seven Eleven, Mattituck PaRe Two November 15, 2011 WHEREAS, the applicant has provided evidence that they have posted a bond to the NYS DOT guaranteeing the completion of their portion of the radius work; and WHEREAS, the applicant has further offered to provide a Performance Bond to ensure that additional costs associated with moving the utility poles will also be guaranteed; and WHEREAS, the Planning Board has found that this guarantee is acceptable; be it therefore RESOLVED, that the Southold Town Planning Board hereby amends the December 12, 2010 resolution approvin9 this Site Plan as follows: "RESOLVED, that the Southold Town Planning Board grants approval with ere two conditions to the Site Plan entitled "7-Eleven, Inc.", prepared by Eugene Kempey, P.E., originally dated February 25, 2009 and last revised on December 10, 2010, and including the following pages: SP-01 Site & Drainage Plan SP-02 Landscape Plan SP-03 Site Detail SP-04 Truck Routing Plan SP-06 Aerial Photo Plan PH-1 Site Lighting Plan A-1 N &S Elevations A-2 E & W Elevations, and packet .................... = authorizes the Chairman to endorse the site plan .~,~....~. ~..,,...,;.... eenditienAs-met: Conditions of Site Plan Approval: The applicant must submit a letter from the NYS Department of Transportation stating they have no objections to Site Plan Approval being granted prior to their Highway Work Permit being issued. Provide a letter from the NYS DOT that the work to improve the radius at Rt. 25 & Factory Avenue has been completed to their satisfaction. The Building Department may issue a conditional Certificate of Occupancy prior to the completion of the radius improvement work, however, the Planning Board must first issue a final inspection letter findin,q that the remainder of the site work (other than the radius improvement work) is in accordance with the Site Plan. The condition on the Certificate of Occupancy is that the radius improvement work is to be completed f Seven Eleven, Mattituck PaRe Three November 15, 2011 accordin.q to the Approved Site Plans and to the satisfaction of the Plannin.q Board and the New York State Department of Transportation. As a further guarantee, the Planning Board requires the applicant to post a Performance Bond, in an amount to be determined by the Plannin.q Board, but in no event less than the estimated cost of the radius work to move the traffic si.qnals and utilities if the work has not commenced by May 1, 2012. Failure to post this bond by May 31st, 2012 will constitute a violation of this Site Plan Approval. The remainder of the Planning Board's approval resolution remains in full force and effect. If you have any questions regarding the above, please contact this office. Very truly yours, Martin H. Sider Chairman cc: Town Engineer Building Department By signing this letter, the applicant/property owner, applicant's a,qent and business owner acknowledge that there are two conditions listed above, as well as Town Code requirements that must be satisfied for this site to be in full )liance. George Abi Zeid, Applicant/Property Owner ncaa C Moore, Esq, Agent for Apphcan~ A~ven ~leven Franchisee PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY December 2,2011 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Telephone: 631 765-1938 Fax: 631 765-3136 Re: Site Plan for Seven Eleven Store Located at 9945 NY$ Rt. 25, n/e corner of Factory Avenue & NYS Route 25, Mattituck SCTM#1000-142-1-27 Zoning District: B (Business) Dear Ms. Moore: Following a site inspection on November 29, 2011, the Planning Board has found that the site has been constructed in accordance with the Approved Site Plan in all respects except for the radius improvement work at Factory Avenue and Rt. 25, and that other outstanding issues identified in the letter, dated November 15, 2011, have been completed. On November 14, 2011, the Planning Board approved a resolution to allow the Building Department to issue a conditional Certificate of Occupancy prior to the completion of the radius improvement work. The condition on the Certificate of Occupancy is that the radius improvement work is to be completed according to the Approved Site Plan and to the satisfaction of the Planning Board and the New York State Department of Transportation. Prior to issuance of the final Certificate of Occupancy, the NYS Department of Transportation requires that they be contacted when the radius work is completed. Further, the Planning Board will require a confirmation by the New York State DOT that the radius improvement work has been completed to their satisfaction. As a reminder, the Planning Board required at their November 14, 2011 Public Meeting that the applicant post a Performance Bond, in an amount to be determined by the Planning Board, but in no event less than the estimated cost of the radius work to move the traffic signals and utilities if the work has not commenced by May 1, 2012. Failure to post this bond by May 31, 2012 will constitute a violation of this Site Plan Approval. Mattituck Seven Eleven PaRe Two December 2, '2011 Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Martin H. Sidor Chairman CC: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Tow of Southold Erosion, Sedimentat,~no--~" -- & Storm-Water Run-off ASSESSMBNT FORM Item N umber: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) 1 Will this Project Retain All Storm-Waler Run-Off Generated by a Two (2") Inch Rainfall on Site? (This ilem will include all run-off created by site clearing and/or conslrucfion activities as well as all Site Improvements and tile permanent creation of impervious surfaces,) 2 Does tile Site Plan and/or Survey Show All Proposed Drainage Strdctures Indicating Size & Location? This Item shaft include all Proposed Grade Changes and Slopes Controlling Sudace WaterFIow! 3 STORM-WATER~ GRADING, DRAINAGE AND EROSION CONTROL PL~ CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORI'(, 4 Will this Project Require any Land Filling, Grading or ExcavaTion where there is a change to Ihe Natural Existing Grade Involving more than 200 Cubic Yards of Ma ada w ~in any Parcel? 5 6 Will thN Apprication Require Land Dislurbin9 Activities Encompassing an Area in Excess of Five ]housand(5,000) SquareFee of GroundSudace? Is there a Natural Water Course Running through the Site? Is this Pl~iect wiUlin the ~rustees jurisdiction or v, iglkl Oqe Hundred (100') feel cfa Wetland or Beach? 7 \q/ill there I e Sile preparation on Exisling erode Slopes which Exceed Fifteen 115) leal of Vertical Rise to One Hud e (100') of Horizontal Distance'l 8 9 Will this Project Require lhe Piecemeal ct Material, f~ernova[ of Vegetation and/or tile Conslruction of any Item Within tho Town Right-of VVa~ or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons,) Will this Project [Require Site Preparatior~ within the Drm Hundred (100) Year FloedI la n cE any Watercourse? Yes ldo NOTE: lfAnyAnswertoQuestions One through Nine is Answered with a Check Mark in the Box, aStorm-Wafer, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Ye~s Does Ibis project meet Ihe minimum standards for classification as an Agricultural Projeci? Note: If You Answered Yest~thisQuestion,aStorm-Water'6rading~Drainage&ErosionControlplanisNOTRequi~ed~ STA'I'F2 OF NEW YORK, And ~}~at [x','shc i~ thc (Owne e Of~cer etc Ownel and/or rel)resenu,~ve of tim Owner of Owner's, a~d is duly att~orized Io l,erlom~ or bave perlbrmed ~e s~dd work a~d to m~e mxt file this applica~on; d~at MI smtemcnt,s conmmed m tiffs applicahon ale mm to the best of his hmwledge taxi bdief; mid d~at d~e work will be perlo~ reed m the mmne~ set ford~ in the application filed herewifl~ Sworn Io before ll/e this; ...................... .......... ol .......... 20...t Nora, ¥ Public~~2.~: ..... / ~ NOtsry Public, State of N~ ~ FORM - ~6/07 ~'~ No. 0~PE6~3063~ Qualified in Suffolk Coun~ , ~ Commission ~pires July 18, ~O ~ (Signature of Applicen0 54375 Ma~ Brad P.O. Bo~ 1179 Souflmid. NY 11971.4J9~ (631) BUn ~qNG DEPAR'IMEHT TOWN OF 8OUTHO~.n APPLICATION FOR ELECTRICAL INSPECTION Name.' JOBSITE INFORMATION: (*Indicates required information) *BRIEF DESCRIPTION OF WORK (Ptease Print Clearly) *Name: *~: *Cross Street: *Phone No.: Permit No.: *Is job ready for inspectiOn: YES N~ Rough In Final *Do. you need a Temp Certificate: ~tl NO Temp information (If. n::ded] ' Adclibenai Information: .P, ^YMENT DUE WITH APPLICATION PATRICIA C. MOORE Attorney at Law 5 t020 Main Road Southold, New York 11971 Tel: (63 l) 765-4330 Fax: (631) 765-4643 April 7, 2011 Attn: Michael Verity, Chief Building Inspector Southold Town Planning Board Main Road PO Box 1179 Southold NY 11971 RE: GAMA PROPERTIES MATTITUCK 7-'11 SCTM: 1000-142-01-27 Dear Mr. Verity: With reference to the above, enclosed please find an building permit application, Storm Water Run-off Assessment Form. copy of survey, my client's check for the permit application fee and four (4) sets of signed sealed construction drawings. Also enclosed is the Planning Board resolution granting final approval and letter from NYS DOT indicating they have no objection to the Town issuing a building permit at this time. Please do not hesitate to call should you haVe any questions. Thank you for your prompt attention in this matter. Very truly~urs, Patricia C. Moore PCM/bp encls. C: Gama properties CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Aon Risk Services Central, Inc. =~.TAC~ MS. Brenda Michalak Glenview IL Service Center, 1000 Milwaukee ~HO.E I FAX I Avenue pvc,.o, ~a= (800) 364-0495 Ext: 4 (800) 363-6695 Glenview, IL 60025 ADDRESS: acs_construction@ars.aon.com MS. Brenda Michalak INSURER{S) AFFORDING COVERAGE NAIC # ~NSU.~R A: Insurance Compan}' of the State of Pennsylvania INSURED Gemstar Construction Corp INSURER B: National Union Fire Insurance Company of Pittsburl)h, PA 83 Jewitt Ave New Insurance Staten Island, NY 10302 ~.SU~ER C: naml~sn~re ~ompany COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN iSSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTV~THSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V~-IICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN iS SUBJECT TO ALL THE TERMS, GENERAL LIABILITY Per Claim/Gcc $ 4,000,000 A X COMMERCIAL GENE RAL LIABILITY General Agg $ 8,000,000 '~ I Prod & Comp Opp Agg $ 8,000,000 CLAIMS-MADE ~ OCCUR GL4870942 SIR:$1,000,000 07/31/2011 07/31/2011 Personal & Adv injury 4,000,000 ---] F1 pro. Fi Fire Damage $100,000 POLICY JECT LOC Medical Expense $ 5,000 B -- UMBRELLA LIAB X~ OCCUR Per ClaimlOcc $ 21,000,000 EXCESSUABI I CLAIMS-MADE 6081893 0611412011 07/3112014 Aggregate $ 21,000,000 OEO I I RETENTION $ WO.,RSCO.PENeA,ON xl F.H-i A AND EMPLOYERe' LIASILITY EL Each Accident $ 1,000,000 ANY PROPRIETOR/PARTNERIEX ECU TIVI ~'~ I OFFICEP-JM EMBER EXCLUDED? X NIA 17938493 06/14/2011 07/31/2011 EL Disease Policy Limit $ 1,000,000 (Mandato~/in NH) EL Disease Each Accident $ 1,000,000 DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES (Attach ACORD 10t, Additional Remarks Schedule, if more space is required) Lend Lease (US) Construction, Inc - Contractor Con[roiled insurance Program. Designated Project Site: 711071011Store~34216 . Coverage is in place for Lend Lease (US) Construction, Inc. and 7-Eleven Project Site #1016050 - 9945 Main Road.Lend Lease (US) Construction, Inc. - Contractor Controlled Insurance Program. Designated Project Site: 71107101/Store#34216 Coverage is in place for Lend Lease (USI Construction, ~nc. and 7-Eleven Proiect Site #1016050 - 9945 Main Road CERTIFICATE HOLDER CANCELLATION Town of Southold 54375 Rd. 25 Southold, NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ~.UTHORIZED REPRESENTATIVE AON RISK SERVICES dENTRAL, .[NC. © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD 46.00 24, 0.55 ft ~!A!P OF LA, ND LOCATE'D AT 'MATTITUCK TOWN OF $OUTH,I~IO~D COUNTY OF SUFFOLK S,'~TE; OF NERO/ YORK .lc. N~. PROPOSED TOTAL BUILDING /~REA 2.670 SF (CONVENIENCE STORE AREA= 2275 S.F.) GU, TO. TRASH CONTNNER (TYP.) L~ )POSED BC 24.25 ~ F \ . . C 24.' 4 / ~PRO "A' I BC 23.50 T.o. TZd 2J;- BC 24.40 ~RS ONLy (Q~Y. AS ACCESS tF WALL TO BE PROTECTED CONSTRUCTION, 1" DICtel. SCHEDULE K WATER SERVICE NO tEqTKY 23.00 ~ ~'.~ ~ ~,.~o SITE PLAN 'C 21.01 NOTES: 1. THERE Al~- .E NO SUI~FACE WATERS WITHIN 300' OF THE SUBJECT PROPERTY, 2. THERE ARE NO WATER SUPPLY WELLS WITHIN 150' OF THE SUBJECT PROPER~r. DATUM: USGS- NGVD 1929 LEGEND TO = TOP OF CURB BT = BoTroM OF CURB EL = ELEVATION · = MONUMENT = DRAINAGE FLOW ~ = UTILITY POLE VOZZMUTH & B~USH SANITARY DESIGN CALCULATIONS AREA AREA DESIGN DESIGN DESIGN TOTAL FLOW FLOW FLOW FLOW BY NAME SIZE SANITARY:GREY: TOTAL: SPACE: CONVENIENCE2,670 0.05 9pd/sf 0.02 gpd/sf 0.05 gpd/sf 154 gdp STORE SF =80 gdp =54 gdp =134 gdp LEACHING POOL DETAIL SCALE: NTS 24" TRAFFIC SLA~ ~3ROM KITCHEN (~ TYPICAL GREASE TRAP SCALE: NTS TRAFFIC SLA~ -- MONOLITHIC CYLINDRICAL SEPTIC TANK SCALE: ½" = IL0" SEPTIC TANK 1,34 GPD x 2 DAYS = 268 GALLONS PROVIDEB: (1) 1200 GAL. SEPTIC TANK (8' BIAM. x 4-' LIQUIB DEPTH) GREASE TRAP 5~ GPO x I DAY = 54 GALLONS MIN. REQ'D, PROVIDED: (1) 1500 GAL. GREASE TRAP (8' DIAM. x 5' LIQUID DEPTH MIN. REQUIRED) LEACHING POOL 134 GPD / 1.5 GAL/DAY/SF = 89.3 SF EXISTING: (2) 8' DIAM. x 7' EFFECTIVE DEPTH LEACHING POOLS EXIST. POOLS PROVIDE 25.15 SF/VF X 14 VF= 552 SF > 500 SF MIN. REQUIREMENT DENSITY: 600 GPD/ACRE x 0.55 ACRES = .350 GPD > 1.34 GPD LOCATION KEY MAP -- _.N 48'57'$0" E ~0 0 · EXIST. 8' DIA. x 7' ED LEACHING / POOl TO REMAIN EL 23.69 FUTURE \ INV EXPANSION %' / -- ~' \ 20 ~3 7. ~ / ~ 21.03 0 /~ /~ / ~NV. ~ ~% ~// 20.55 INV. EL. ~'-.----.. ~" 4'' 20.44 / '/ EXIST. COVER EL.~ 23.81 (22.86) x/ EXIST. SANITARY SYSTEM PLAN DEMOLITION SITE PLAN SCALE: 1/8" = IL0" SCALE: 1/32"-- 1'-0" INV. EL.- 21.51 24.82 X 8' DIA. x 7' ED LEACHING POOL TO REMAIN 'PROP. 1200 SEPTIC TANK (4' LIQUID DEPTH) 24.12 X X 24.68 7~ROP. 1500 JAL TRAFFIC BEARING GREASE TRAP (8' DIAM, 5' LIQ. DEPTH) 11', 4"¢ '~DR35 pVc (1/4" PER FT. SLOPE) EL. 22.24 X24.63 24.05 X KEMPEY ENGINEERING 640 SUNRISE HIGHWAY WEST BABYLON, NY 11704 P: 631.321.7777 F: 631.661.0486 4 BRUNSWICK DRIVE EAST NORTHPORT, NY 11731 P. 631.368.3324 F. 631.368.1524 REVISIONS: Date Description No. 8/06/09 SUBMITTAL TO SCDHS 5/7/10 SUBMITTAL TO SCDHS 6/25/I0 SUBMITTAL TO SCDHS 7/01/10 SUBMITTAL TO SCDHS LIST OF DRAWINGS: Sheet Description HD- 1 .KEY MAP .SITE PLAN · SANITARY CALCULATIONS · SANITARY DETAILS · DEMOLITION SITE PLAN DEPARTMENTAl, APPROVAL: and ~ws~ dt~a~al, l~$srdl~s of any ~ien& Jnconr,~ten¢~ ~ be of ~taH ~ l q~ m ~ in ~ k ~1NE/R'f .CER/JFJ~J~ IH~ ~ semice and am the pmpe~y of tho /~ ~ ~ Contractors shell veri~ all field ~..~ ~,~ ~: ? ~nditbns and dlmens~ns and ~ , /] ~ ¥i'/r,'2 qual~y ofwo~, No allowances ~ % ,~ ,,,w.c,' ~ / ~, / shall be made on behaE of ~e J ~' b, * ':'r~ ~' / on his pa.."~LS E~L¢ Project OWNER: GAM~DEER PARK, INC. 320 F.OST.O.D .OAO PROJECT: 7-ELEVEN, INC, MAIN RD. & FACTORY AVENUE MATTITUCK, NY L SUFFOLK COUNTY TAX MA~ DI%T. %EO. ~EK. LO~ 1000 142 01 27 D~te: 02.25.09 drawing no. Scale: AS NOTED .... ~ I Drown by: M.C. SEPTIC MANHOLE LOCATION CHART SEPTIC DISTANCE FROM DISTANCE FROM MANHOLE BLD, COR "A" BLD. COR "B" WET[S/~lD BOUNDS DESCRIPROR LOT 27, BLOCK I, SECTION 102, DISTRICT 1000 WASTITDCK (FOra OF SOUFOHOLO) SUFFOLK COUNT, NEW YORK BEGINNING AT A POINT FOBMFO 6% THE INTERSEBDON OF THE EASTERLY SIDELINE OF FABTORY AVENUE (kKA, RAILROAD AVENUE, 50 FOOT WIDE R,O.W.) AND THE NORTHWESTERLY SIDELINE OF MAIN ROAD (AKA NYSH ROUTE 4, ALONO THE AFOREMENTIONED NORTHWESTERLY SIDELINE OF MAIN ROAD, SOUTH W (`5) r~E N ~57'30" E x ~P.O.B. o8- S 4-~-57'30" W 1 STORY BRICK BUILDING '7-ELEVEN' 2,670 S.F. 2334 A HALT PAVE £NTj // // DISTRICT 1000 // SECTION 142 BLOCK 1 LOT 27 STOP SCN/~ 'NO LEFT .OH -OH CROSSWALK 1 5, 1RlS WURVEY WAS PREPARED ~lfH REFERENCE TO A llltE REPORT PREPARED WY DONIMDN N~,ALTH LAND 1111.~ INSURANDE COMPANY~ lllLE NO, NVOR-1237/MRE-T-3N5 WIIH AN EFFECllV~ OAl~ OE MAY 25, 2011, WHERE NO SURVEY RELATED EXCEPIlONS APPEAR IN SCHEDLILE B. (AREAS DETERMINED TO BE OUlSrOE 500-YEAR FLDODPLAJN) PEN REF, REFERENCES: 1, THE OFFICIAL TAX MAP OF SUFFOLK COUNTY, NEW YORK, SECTION #142. 2 MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD iNSURANCE RATB MAP, SUFFOLK COUNTY, NEW YORK (ALL JURISDICTIONS), PANEL 401 OF 1026", MAP 10 o MAIN ROAD AKA NYSH RT 25 SH8181 (WIDTH VARIES) GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. 4O ,Date DEC ~L.~_~_~I [4.S; FD~f, HO ~.-J.O 7..~.~.-0oo'7 'UP .545 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LA~, ONLY COPIES FROM THE ORI( LAND SURVEYOR'S NOT MARKED WIP~ AN ORIGINAL OF THE TO BE VALID TRUE COPIES, 12-1-11 DATE C WEED LEOEND EXIST. TOP OF CURB ELEVATION EXIST, GUTTER ELEVATION OVERHEAO WIRES APPROX, LOC. UNDERGROUND SAN. LINE PER REF. 6 NOT FIELD VERIFIED SEE NOTE APPROX, LOC, UNDERGROUND WATER LINE PER REF, 6 NOT FIELD VERIFIED SEE NOTE UTILITY POLE UTILITY POLE/LIGHT POLE MONITORING ~LL AREA LIGHT NEW YORK PROFESSIONAL LAND SURVEYOR #50765 11-01-11 11-07 08-40 37 R,B,/B.J F PARKING SPACE COUNT j DEC' LOC, #34216 SANITARY ASBUILT PLAN T-ELEVEN, INC. 9945 MAIN ROAD LOT 27, BLOCK 1, SECTION 142, DISTRICT 1000 MATTITUOK (TOWN OF SOUTHOLD) SUFFOLK COUNTY, NEW YORK CONTROL POINT ASSOCIATES, INC. C97596 02 1 OF 1 / / W 1 46,00 :MAP' OF LAwN'ID ~LOCATED AT MATTITUCK OF COUNTY OF SUFFOLK NEW YORK 0,60 UC. i -- ICINITY MAP APPROVED/AS NOTED FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRb mc 2 ROUGH - FRAMING, PLUMBING. STRAPPING, ELECTRICAL & CAULKING 3. INSULATION 4 FINAL-CONSTRUCTION&ELECTRICAL MUST SE COMPLETE FOR C 0 ALL CONSTRUCTION ~ M~CT THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RE~N~ISIB~.E FOR DESIGN OR CONSTRUCTION ERRORS. N PLUMBING ALL PLUMBING WASTE & WATER LINES NE~ED TESTING BEFORE COVERING OPENING COMPLY WITH ALL CODES OF NEW YORK STATE & TOwN CODES AS REQUIRED AND CONDITIONS OF ELECT~AL INSPECTION REQUIRED PLUMBER CERTIFICA T/ON ON LEAD CONTENT BEFORE CER TIFICA TE OF OCCUP~ANC Y SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. OCCUPANCY OR USE IS UNLAWFUL. WITHOUT CERTIF~ATE OF OCCUPANCY ALL CCHSTRUCTION SHALL MEET THE REQUIREMENT8 OF THE CODES OF NEW YORK STATE. RETNN STORM WATER PURSUANT TO CHAPTER OF THE TOWN CODE. '7 REMOD STORE NO. 34216 9945 MAIN ROAD MATTITUCK, NY 11952 SITE LOCATION MAP N SUMMARY OF WORK REMODEL OF EXISTING SINGLE STORY CONVENIENCE STORE. ADDITION ON FRONT OF BUILDING REMOVAL OF INTERIOR PARTITIONS. PLUMBING FOR COFFEE BAR. BEVERAGE BAR, HAND SINKS, AND TOILETS. NEWVCTAND PORCELAIN TILE FLOORING. NEW CEILING GRID AND TILES THROUGHOUT. NEW LIGHT FIXTURES. EXTERIOR SIGNAGE (SHALL BE SUBMII-rED SEPARATELY FOR PERMIT BY SIGN VENDOR). NEW EXTERIOR SIDING. SEE DRAWINGS FOR FULL SCOPE OF WORK FOR ENTIRE PROJECT. THIS SUMMARY DOES NOT CHANGE OR SUPERCEDE WHAI' IS SHOWN IN THE DRAWINGS. PROJECT DIRECTORY OWNER: 7-ELEVEN INC. 115 BROADHOLLOW RD, 3RD FLR, STE #300 MELVILLE, NY 11747-4989 (631) 421-7895 CONTACT: ERIC ROEMER NORTHEAST DIVISION CONSTRUCTION MANAGER Eric. Eoemer@7-11 .corn MICHAEL McATEER PROJECT MANAGER MichaeI.Mc. Ateer@LendLease.com ARCHITECT: HARRISON FRENCH & ASSOCIATES, LTD. 809 SOUTHWEST "A" STREET, SUITE 201 BENTONVILLE, AR 72712 (479) 273-7760 CONTACT: MACK ELROD ext. 242 MEP ENGINEER: HARRISON FRENCH & ASSOCIATES, LTD. 609 SOUTHWEST "A" STREET, SUITE 201 BENTONVILLE, AR 72712 (479) 273-7780 CONTACT: GREG SCHLUTERMAN ext. 291 PROJECT DATA SHEET INDEX -- -- cs I COVER SHEET, CONTACTS, INDEX BUILDING coDE INFORMATION STRUCTURAL ~ STRUCTURAL GENERAL NOTES_. 1. BUILDING CODE: 2010 NewYork State Building S2.0 I S.TRUcTURALFOUNDATION PLAN & Code (2006 IBC) SECTIONS MECHANICAL CODE: 2010NewYorkStateMechanical ~ STRUCTURAL ROOF. _FRAMING ~N, Code (2006 IMC) PLUMBING CODE: 2010 NewYork State Plumbing SECTS, & DETAILS /~ Code 2006.1pC)~ .... ~ ~~ F,RE CODE: ~(~2~.~w~o~ S~l ~~ ENERGY CODE: ~0'10 New Y~k State Enengy Conservation Code (2006 IECC)DEMOLITION PLANS ELECTRICAL CODE: ACCESSIBILITY CODE: 2. BUILDING OCCUPANCY 2010 New York State Electrical M - MERCANTILE 3. CONSTRUCTION TYPE: VB, UN-PROTECTED UN-SPRINKLERED 4. SINGLE STORY 7-ELEVEN 6~ MERCANTILE SPACE ~ OCCUPANT LOAD: MERCHANDISE OFFICE BACKROOMS VAULTCOOLER RESTROOMS GROSS AREA/OCCUPANT LOAD FACTOR 1605/30 = 53.5 37/190 = 0.4 276/300 = 0.9 250/300 = 0.8 100/0 = 0 TOTAL OCCUPANTS 56 (58.6) MEANS OF EGRESS: MAXIMUM TRAVEL DISTANCE: 200 FEET (ANY POINT - UNSPRINKLERED) 51 FEET (ACTUAL) NUMBER OF EXITS: 2 . MINIMUM DOOR WIDTH: 0.2x(56) = 11.1 (ACTUAL) = 108" MIN. DOOR IS 36" 6. TOILET FIXTURE COUNT: MEN: WOMEN: 131.0 I DEMOLITION PLANS ARCHITECTURAL Al.0GEi~ERAL NOTES, ABBREVlATIONE;, SYMBOLS LEGEND A2.0FLOOR PLAN A2.1REFLECTED CEILING PLAN A2.2ROOF PLAN A3.0MATERIALS, ROOM & DOOR SCHEDULES A4.0 ~ ~ I ELEVATIONS A4.2 J WAL~L SECTIONS ~ I~AILS I EQUIPMENT (FOR REFERENCE ONLY) EF1 EF2 :_F3 EQUIPMENT PLAN EQUIPMENT PLAN EQUIPMENT PLAN EF4 EQUIPMENT ELEVATIONS ~ iMECHANICAL ~IONS ELECTRICAL El.0 E1.1 E1.2 E2.0 E3.0 ELECTRICAL POWER PLAN ELECTRICAL PANEL SCHEDULES ELECTRICAL SLAB PENETRATION PLAN LIGHTING FLOOR PLAN --LECTRICAL DETAILS & SPECIFICATIONS PLUMBING Pl.0DRAIN PIPING PLAN, RISER, AND SCHEDULES P1.1WATER PIPING PLAN A 3 RISER P,2.0 PLUMBING DETAILS & ,~ -~CJ. FACATIONS ISSUE BLOCK STORE NO.: 54216 DOCUMENT DAE' 5/18/1~ CHECKED BY: ATD BRAWN BY: CAM HAY 2 3 2011 NE~ YORKwARRiNGALTI'RA~ON COVER SHEET, INDEX AND CONSTRUCTION NOTES GENERAL 1.All work shall coDform to the State Building Code of New York State Code"ond to oll other applicable Federal, State, a gulat[ons. 2 In case of conflict between the General Notes and deteds, the most rigid requirements shall govern. 3. Work not indicated on a part of the drawings but reasonably implied to be similar to that shown at corresponding places shall be repeated. 4. dob site safety and construction procedures are the sole respons~bildy of the Contractor 5. The Contractor shall provide for dewatedng as required during excavation end construction. 8. The Contractor shall coordinate openings, sleeves, concrete housekeeping pods, inserts, and depressions shown on the Archfteofural, Structural, Mechamcal, Electrical, and Plumbing Drawings. 7. See Architectural Drawings far locations of masonry and drywall non-load bearing partitions. Provide sJlp connections that allow vertical movement at the heads of all such partitions Connections shaR be designed to support the top of the walls laterally far the code-required lateml load. 8. All costs of investigation and/or redesign due to Contractor improper instellaDan of structeral elemente or other items not tn conformance with the Contract Documents shall be at the Contractor's expense. 9 The structural drawings shall be used in conjunction with the architectural and mechanical drawings. If there ~s a discrepancy between drawings, it ~s the Contractor's responslbildy to noti'7 the Architect prior to per%rming the work 10. The Controofor shall verify oll existing building ioformoUon shown (dimenslons, elevofiens, etc.) and notify the Architect of any diserepancbs prior to fabrication of any sEucterol component 11. The Contructer shall verif7 and/or esteblish all existing conditions and dimensions at the site. Po,lure to notify Architect of unsatisfactory conditions constitutes acceptance of unsoDsfactory conditions. 12 [f the existing field conditions do not permit the instellotion of the work in accordance wdh the details shown, the Contractor shall notify the Architect immediately and provide o sketch of the condRion with his proposed modfficofion of the details g~ven on the Contract Documents. Do not commence work until condlbon ~s resolved and modlficotlon is approved by the Architect. t8. Where olterofions involve the exlsting supporting stmcture, the Contractor shall provide shodng and protection required to ensure the structural integrity of the existing structure. 1¢~ The Contractor shall be responsible to determme allowable construcBon loads and to provide design and construction of forsework, formwork, stegings, bracing, sheeting, and shoring, otc. 15 Contractor to provide sheeting, bracing, and underpinning os necessary to prevent any lateral or vertical movements of ex[sting buildings, sfreets, and any existing utility I~nes. Brooms, sheeting, shoring, otc, required to insure the structural integd~ of the existing buildings or new construction, sidewalks, util[bes, etc., shall be designed by o Professional Engineer engaged by the Contractor. Detailed signed and sealed shop drawings shall be prepared indlcoDng oil work te be performed. Submit the shop drowlngs in accordance wdh the Contract requirements. 17 In no case shag heavy equipment be permitted closer than B'-O" from ouy foundofion walt. If it is necessary to operate such eqmpment closer than 8'-0" to fha wall, the Contractor shall be the sole responsTble party and, of hls own expense, shall provide odequofe supports or brace the wall to withstend the odddionol toads superimposed from such equipment. 18. Shop draw,rigs for oll stmofural materials to be submitted to Architect far review prbr to the start of fabrication or commencement of work. ReWew period shall be o minimum of two (2) weeks. 19. ReproducDon of ouy portion of the Structural Contract Drawings for resubmittol os shop drawings is prohTbited. Shop drawings produced in such o manner wig be rejected and returned 20. Shop drawings submitted for structural review shall consist of two (2) sets of prints and one (1) set of reproduclbles. Only one (1) marked up set of reproducible with the Structerol Engineer's comments will be retemed to the Coofracter. 21. Shop drawings shall bear the Contractor's stamp of approval which shall constitute certificoUon that the Contractor has verified oll construction criteria, materials, and s/mT[or dote and has checked each drawing for completeness, coordmotion, and compliance with the Controof Documents. 22, The shop drawings shall include dimensioned floor and roof edges, openings and sleeves at oll floors required for oil trades. 2B The drawings hove been produced entirely on MPP Codd System. Any other lettering, lines or symbols, other than professional stomps and signatures, have been made without the authorization of MPR ore invalid. 24. The structural drawings shall govern the work for oll structural feoteres, unless noted otherwise. The orchdecterol drawings shall govem the work for oll dimensions. 25. Inspection is required of o1[ construction delineated on the Structural Drawings and/or speciflcotions. The Owner (Controofor) shall employ a Thsting/InspecUon Agency which shall provide personnel w~th the following mTnimum quorificoDons: A. Certified by Institute of Certified Engineering Technicians, or other recognized comparable orgonTzeDon, and, 1. For inspecDon, sampllng, testing concrete and masonry. ACI Certified Concrete Field-Testing Technlclan, Credo I; and Construction Inspector, Level II, 2. Structural Steel Inspection' AWS Cer[ifled Welding Inspector. 26, Submit periodic reports withm one busmess day after receipt by the Contractor to Architect/Engineer and the construction code official during construction, Submit final inspection report summary for each dMsion of work, certified by a licensed professional Engineer, that inspections were performed and that work was performed in accordance with Contract Documents 27, The Owner shall engage a tesUng agency to provide tesNng services as indicated in each secUon of these General Notes. 2B,All materials shall be stored to protect them from exposure to the elements. 2 0 EARTHWORK 1, Engineered (controlled compacted) fill within the building oreo shall be constructed prior to footing (or pile cop) excavation. 2. ExcavatTon shall be performed so as not to dTsturb ex[sbng adjacent buddings, streets, and ufility lines. Verify location of all utilities prior to commencement of wor~ Hand excavate around utilities as required. Satisfactory fill materials are those complying with ASTM 02487, groups GW, GP, GM, SM, SW, and SP. On site borrow material shall be tested to determine suitobihty far use os fill material. 4 Compact soil to not less than the following percentages of maximum density of modified proctor (ASTbt 01557): Under building foundations - 98% Under building stabs, steps, pavements - 9SS 5. Remove existing vegetation, topsoil and unsatisfactory soil materials. Proof roll subgrode to obtain uniformly dens[fied substrata prior to placmg fill material evenly in B"thick (moxlmum) luyers and compacting to required density. 6. The Owner shall retain the services of a Professional Geotechmcal Engineer, subject te the approval of the Arah[tect, to perform soil testTng and inspection. The engineer shall inspect the subgrade to verify bearing ieveM and ensure that the sate bearing copoclty meets or exceeds the design value indicated below Reports shaR be submitted to the Archdeof oufiin[ng the work performed and test results. 3.0 FOUNDATIONS 1. FoundoDons have been designed for on allowable bearing capoelty and footing elevaBons established based upon adjacent building information, known Tnformotion from adjacent sites, and similar soil candltions in the project vicinity, A new Subsurface InvesDgoDon Report, with foundoDon recommendations, has not been provided by the Owner for this project at this time, The soil mformoNon and beating capacity shall be verified by u quolified Geofechnical Engineer dudng construction. 2 Footings shall bear on undisturbed stratum or engineered fill with o minimum beanng copoclty of 2,0D0 3, Prior to footing concrete placement, the footing subgrode shall be approved by the ~nspecting geotechnicM Engineer. If conditions prove to be unacceptable of elevotbns shown, ioof lng bottoms shall be lowered to acceptable subgrode mofedoh Fill ever-excavation with lean concrete (2,§00 psi). 4, The bottom of exterior footings shall be o minimum of three (-B'-O") feet below finished grade, or os required by Local building codes. 5, The bearing elevofions of new footings adjacent to existing fooDngs ore to match the adjacent existing footing bearing elevations unless indicated otherwise on plans §. SJabs on grade shall bear an mechanically compacted sail capable of supporting 150 psi Drainage fill under slabs shall be compacted gravel or crushed stone. 7, Concrete far foundations shall be poured on the same day the subgro,d,e s apprqy~d, bY the GeofechnicaJ Engineer. ; i r'.,,,'. 8. Utility lines shall not be placed through or below foundations without the Structural Engineer's approval. 9. The Contracter shall observe water condiDons at the site and take the necessary precautions to ensure that the foundation excavations remain dry during construction. Any sheeting or shoring required for dewatermg shall be the responsibility of the Confracter. A.O CAST-IN-P~CE CONCRETE 1. Concrete shall be designed and detailed in accordance with the Building Code Requirements for Structural Concrete (ACl-518-05), and constructed in accordance with the CRSI Manual of Standard Practice. 2. Concrete shall hove a minimum compressive 28 day strength equal to 4,000 psi wdh an Air Entrainment of 4% to 68 [n oil exposed concrete. t Concrete for slabs shall have a minimum compressive 28-day strength of 4,000 psi; all other concrete shelf be 3,000 psi. Air Entramment 4% to 6% tn oil exposed concrete work 4. Maximum water/cement ragas: A, Foundations 0.50 B Interior Slabs 0.47 C Exterior Slabs 0.44 5. All concrete shall be nom~al weight concrete (144 pcf +) with all cement conforming to ASTM C150, Type I. Maximum aggregate size shall be 1-~" far footings and ~"for walls and slabs, conforming fo ASTM CBS 6. Remforcing steel. ASTM A615 Grade 60. 7. Welded Wire Reinforcement: (WWR) ASTM A-lBS. 8. Leveling Grout shatl be non-shrink, non-metellic type, factory pre-mixed grout in accordance with CE-CRD-C621 or AS~ ClD9, with a mmimum compressive 2B-day strength of 5,000 psi 9. Reinforcing steel clear cover shall be as follows unless noted otherwise: A. Concrete cast against and permanently exposed to earth 5". 8, Concrete exposed to earth or weather #6 bors and larger 2" #5 bars and smaller 1-~" C, Concrete not exposed to weather or ~n contact with ground Slabs, walls, joists #11 bars and smaller ~" Pdmary reinforcement, ties, stirrups, or spirals 10. Submit to Architect reinforcing steel shop drawings for approval and mix designs for review prior to placing any concrete. 11. All reinforcement shall be securely held in place while pracing concrete. If required, addlDonal bars, stirrups ar chars shall be provided by the Contractor to furnish support for all bars. 12 Lap welded wire reinforcement two (2) full wire spaces at splices and wire together. 13. Provide plastic tipped bolsters and chalrs at all IocaDans where the concrete surface in contact with the bolsters or chairs is exposed. 14. Placing of concrete shall nat effort until the placement of reinforcing has been approved by the Inspection Agency. 15. Bonding agent shall be used where new concrete is placed against existing concrete. 16. Epoxy adhemve shall be used where dowels are to be installed into existing concrete. Submit manufacturer information for engineer review. 17. Na sleeve shall be placed through any concrete element unless shown on the approved shop drawings or specifically authorized in writing by the Structural Engineer. The Contractor shall vedfy dimensions and Ioeafions of all slots, pTpe sleeves, etc. as required for mechanical trades before concrete is placed. 18. Pipes or condugs placed m slabs shall not have an outside dfameter larger than 1/3 the slab thickness and shall not be spaced closer than 3 diameters on center. Aluminum conduits shall not be placed in concrete. No conduits shall be placed in slabs within 12 fnches of column face or face of bearing wall. No conduits may be placed in exter'ar slabs or slabs subjected to fluids. 19. Prior to concrete placement, the Contractor shat[ submit to the structural engineer for review, concrete mix designs prepared fn accordance with the speclficaBons and requirements indicated in the general notes. 20. Concrete shall not be pumped through alummum pipes and shall not be placed in contact with aluminum forms, mixing drums, buggies, chutes, conveyors or other equipment made of alumfnum, 21. Alt inserfs and sleeves shall be cast-in-place whenever feasible. Drilled or powder driven fasteners will be permitted when proven to the saBsfacBan of the Structural Engineer that the fasteners will not spell the concrete and have the same capacity as cast-in-place inserts. 22. When fnsteflfng expansion bolts or adhesive anchors, the Contractor shall take measures fo avoid drilling or cutting of any exbDng reinforcing and destruction of concrete Holes shall be blown clean prior to placTng bolts or adhesive anchors, 23, Chamfer all exposed concrete corners unless noted otherwise on Architectural Drawings. 24, Early drying out of concrete, especially during the first 24 hours, shall be carefully guarded against, All surfaces shall be moist cured or protected using a membrane curing agent applied as soon as forms are removed. If membrane curing agent is used, exercise care not to damage coating, 25, Cold weather concreting shag be in accordance with AQ-506 Hot weather concreting shall be in accordance with ACI-305R 28. Throughout construction, the concrete work shall be adequately protected against damage due to excessive loading, construction equipment, materials or methods, ice, rain, snow, excessive heat, and freezing temperatures 27, Prepare concrete test cyhnders from each day's pour. Cylinders shall be properly cured and stored. Sample fresh concrete in accordance wfth ASTM C172. 28 Retain laboratory to provide testing service, Slump per ASTM C1451 air content per ASTM C251 or 0173, cylinder tests per ASTM 031 and CSg. One set of six (6) cylinders for each 50 cubic yards for each mix used, Reports of all tests to be submitted to the Architect. 50 CONCRETE ANCHORS 1, All headed concrete anchors shelf be manufactured from material which conforms b ASTM A108 for Iow carbon stew] 2 All welds shall be made in accordance wlth the structural welding code, ANSI/AWS D1.1, latest edition and w~th the recommendations of the stud manufacturer, 5. All adhesive anchors shall be anchored using the "Hilti HVA'system by Hilti Fastening Systems, Inc. or an approved equal 4. The spacing, minlmum embedment, and installation of the anchors shall be in accordance with the manufacturer's recommended procedures. 5. Anchor rods used tn adhesive anchorage systems shall conform to the manufacturer's recommended steel. 6. Stud anchors sha[I conform to ASTM A108 and the nuts shall conform to ASTM A563. 6.0 MASONRY 1. Masonry has been designed in accordance with the Building Code Requirements far Masonry Struchures IAC] 530-05/ASCE 5-05) end shall be constructed in accordance with the Specifications for Masonry Str~ctures (ACl 530.1-05/ASCE 6-05), except where otherwise modeled by these General Rotes and Specifiaotlons. 2. Mortar shall conform to ASTM C270, Type M or S. All Portland cement shall conform to ASTM C150, Type b Ume shall conform te ASPM C207 and masonry cement shall conform to ASTM C91. 3 Grouf shell conform to ASTM C476 and shell have a minimum 28 day compressive strength of 3000 psi Slump af grout shall be 8 to 10 inches and the maximum aggregate s~ze shell be ~" (aggregofe graded to produce flne grout in conformance with ASTM C476 and C4&-). 4. Concrete Block Units: A. Solid and hollow load bearing units per ASTM C90, Type N-I, as required to provide 28 day compressive strength, i'm as noted below. 5, Minimum 28-day compressive strength of masonry, i'm shatr be 1,500psh unless noted otherwise, 6. Full bed and head jamte shall be provided. 7. Horizontal Jomt Reinforcing: AST~ A82; 9-gage truss-type, golvemzed. 8, Deformed bar reinforcement shall conform to ASTM A615, Grade 60 and shall be full height of wotb unless otherwise noted, Provide bar spacers end positfoners as required to properly locate and stabilize retoforcing during grauDng operations Crout all reinforced cells solid wdh grout. 9 Build and test masonry prisms during construction to verify i'm for each class of masonry construction. Prism tests shall be in accordance with ASTM E4A7, Method B. 10. Hallow concrete uAits below grade and slab on grade shall be normal weight and have all cells grouted sogd 11, Provide and install temporary bracing required insuring stabi[gy of all walls during construction and until erection of attached structural framing is completed, ~2, Provide galvanized horizontal joint reinforcement m ali walls and partitions at 16"o,c. unless otherwise shown or noted, Provide one (1) p~ece prefabrlcated units at 8" o c at ail wall corners and ~ntersecDons 15, Lap splices for deformed reinforcing bars used m masonry construction shall be 50 bar diameters. 14. Submit grout mlx design end masonry unit certifications to the Architect for review. 15, Grout placement shall not start until the placement of reinforcing has been approved by the Inspection Agency. 16. FilJ all cells ~n top two courses below finished floor, CMU lintels, bond beams, and beam bearings and cells wrth reinforcement full height solid with grout 17. Allow grout in reinforced CbtU wails to cure a minimum of 48 hours before imposing concentrated or other loads from above 18. Prowde masonry anchors set on coursing and attached to all beams at B2'o.c. horizontal, columns at 24"o.c. vertical, portOions and walls at 16%.o at all beams, columns, partdions and walls abutDng ar embedded ~n masonry unless noted otherwise on Architectural and Structural drawings 19. Prowde bond beams with two (2) #4 horizontal reinforcement continuous in all masonry walls at each framing level. Provide a minimum of two (2) #4 bars at the ends of all walls and on each side of each opening. 20. All piers and parfitions shall be bonded or anchored to adjacent masonry walls. ProWde ties to adjacent floor and roof construction in accordance wlth details on drawings. 21. The Contractor shall verify all openings below lintels indicated ore adequate to accept daorframes, louvers, otc, as shown on the Architectural and Bechanica[ Drawings. Notify the Arch~tec± and Structural Engineer of any discrepancies prior to lintel installation 22. No openings shaft be placed above any lintel within a helght less than or equal te the width of the clear opening be/ow the lintel, unless specifically shown or approved by the StructeraJ Engineer. 23. All masonry work to be executed in cold weather shall be in conformance with the recommendaBons for cold weather construcDon found in the Building Code Requirements far Masanry Structures (ACl 550-05/ASCE 5-05) and shall be constructed in accordance with the SpecBrcaDons for Masonry Structures (ACl 550.1-05/ASCE 6-05) with the fo[lowing additions: For all conditions when temperatures fall bebw AO degrees F, the temperature of the newly Ired masonry or newly grouted masonry shall be malntelned above 32 degrees F for a minimum of 24 hours using the methods described in ACI 530.1. 24. The TesDng and inspection Agency shall monitor the proportioning, mixing, ,and consistency af morfar and grout; the placement of mortar, grout, and masonry unds; and the p[acem,ent of reinforcing steel for compliance with the Contract Documents. 25. The Contractor shall prepare one (1) set of prisms for testing at seven (7) days and one (1) set far tesDng at 28 days. Tests are to be conducted by the InspeofTan and TesDng Agency for each 3,000 square feet of wall installed, but not less than two (2) tests. 26. All wall sections and plers less than two square feet in cross-sectional area shall be fully grouted. 27 Provide vertical masonry control joints at maximum 25'-0"on center unless detailed on Architectural drawings, coardinate locations with Architect. 7,0 STRUCTURAL STEEL 1. Fabrication and erection of structural steel shall conform to the 'Steel Construction Manual", Thirteenth Edition, 2005, American insHtute of Steel Construction including SpecfficaNons for StructuraJ Steep Bugdings, Specification for Structural Joints Using ASTM A525 or A490 Bolts, and AISC Code of Standard Practice except SecUons 4.2 and 7,9 which shall not be appticable to this project, 2. All welding shall be performed by certified welders and shall conform to "Structural Welding Code ANSI/AWe D1 1-92", American Welding Society B. Wide flange shapes: ASTM A992 or A572, Grade 50 4-, Structural shapes & plates: ASTM A36, A572 or Agg2. 5. Steel pipe: ASTM A55, GRADE B. 6. Steel tubing (square, rect. or round): ASTM ASO0, Grade B. 7. All bolted connections shaft be with ASTM AS25 high strength bolts ~"minimum diameter, unless noted ofher~ise. 8. Anchor rods shall conform ta ASTM F1554, Grade d6, unless noted otherwise. 9. Weldmg electrodes shall be E7OXX for manual arc we[ding and F7X-EXXX for submerged arc welding. Ali welders shall be certified by the AWS Minimum weld size shall be ~"unless noted ofherwise. 10. We[ding of reinforcing bars to other bars or structural steel: E90-XX electrode. 11, Cuts, holes, coping, etc. required far other trades or field conditions shall be shown on the shop drawings and made in the shop. Cutting or burning of mom structural members in the field wdl not be permdted. 12. The General Contractor and Steel Erector shall noDfy the Structural Engineer of any fabrication or erection errors ar dewaDons and recelve written approval before any field corrections are made, Alternate connection detads may be used [f such details are submitted to the engineer for review and approval However, the engineer shall be the sole judge of acceptance and the Contractor's b~d shall anticipate the use of those details shown on the drawings. The Contractor is responsible for the design of such alternate dermis which he proposes 14. Beams and girders shall have beam web holes as indicated on the structural drawings, All holes shaJi be centered of m~d-depth of the beam unJess otherwise noted All rectangular web holes shaJl have a mimmum corner radms of or twice the thickness of the beam web, whichever ts greater All web openings shall be machine oxygen cut. Manual cutting er burning fs not permitted. Coordinate location and size of hole with mechanical contractor prior to review by the structural engineer. 15. All steel shall be pa]ofed wlth shop standard primer unless noted otherwise 16. Steel angles and plates along w'th bolts and washers, in direct contact wdh exterior finish masonry, and ali exterior exposed structural steel, shall be hot-dipped galvonlzed, 17. All exterior exposed structural steel shall be hot-dipped galvanized per ASTM A125, 18, Spandrels and columns adjacent to masonry shall have adjustable masonry ties, 19. Field welded surfaces wdhin four (4) inches of weld shall be cleaned and ground smooth. After weldmg coat the exposed area with appropBate primer/paints as specified 20. Guys and other bracing required ho provide lateral stablllty te steel frame shall be adequately sized and anchored, This bracmg shall remmn until permanent bracing elements and attached construction ~s insteged. 21. The steel structure is a non-seg-supporfing steel frame and m dependent upon diaphragm action af the metal (roof/Boor) deck and attachment ta the masonry walls for stebdity and for remstance to wind and seismm farces. Provide all temporary supporfs reqmred for stability and for resistance to wind and seismic forces until these elements are complete and are capable of providing this support 22, All connections shall be "Framed Beam Connections" designed in accordance with the AISC Manual and the ends reacflons from the "Sniform Load Tables", but not less than 6 kips. Provide double angle connectione or knife plates connecHons full depth of supporfmg beam, unless ofhe~ise approved. Minimum two (2) bolts per connection, Unless othe~ise noted, composite beams to be designed for 80Y. af the "total" uniform Icad capacity. Single angle or shear tab connectmns are not acceptable. Air beam to column connections shall be designed for the mimmum shear reaction indicated above in combination wdh a 10 kip axial force (acting in both tensTon and compression). 23, Visually mspeof all fillet welds. 10~ of all field fillet welds in primary connecDons and murD-pass welds shall be tested by the magnetic particle method, complying with E109, performed on the root p~ss and on the finished weld. 24. Field test bolted connections and shear studs in accordance with AISC. 25. Delete paint on all steel to receive sprayed-on fireproofing or concrete encasement. 26. All steel shall be tharoughly cleaned by power tool cleaning prior to palnt~ng, 27. All connections shall be symmetrical about the axis of the member connected. Provide only one grade of bolt for each bait diameter to be used tn the connecDons, Da not mix grade of bolts. B.O STRUCTURAL WOQ_B 1. Design, fabrication, and construcDon of wood frammg shall conform with the teJlowlng codes and standards A, "NaNonaJ Design Specifications for Wood Construction", 2005 Edibon (with supplement), American Forest and Paper Association B. '~imber Construction Manual', Fourth Edition, as adopted by the American Institute of Timber Construction, mcluding the "Code of Standard Practice" , AffC 106 C. ANSI/TPI 1-1995 'Design SpecificaDons for Metal Plate-Connected Wood Truss Construction and Commentary", Truss Plate Institute D. Building Component Safety Information BCSI 1-08 "Guide to Goad Practice for Handling, Installing & Bracing of Meter Plate Connected Wood Trusses," Wood Truss Councd of America and Truss Plate Institute 2, Deslgn, detad, and install prefabricated trusses includmg erection bracing and speciaJ reinforcement. Submit the following: A. Design calculations with bearing points, Ioadmgs, stress diagrams, allowable stresses, joint plate and member sizes, splices, member bracing requTrements, otc, B. CompJete truss fabr'cation drawings indTcaDng Iocatbn, spaclng, and details of all trusses, including member diagrams, sizes, grades, joint plate sizes and locations. C. Complete erechon drawings wdh raze and location of temporary bracing, including provis~ans for field assembly of special individual trusses, ErecDan drawings shall be specifically prepared for this project; mere reference to Handling, Installing, and Bracing Booklet, SCSI 1-03 is not acceptable. D. Wood trusses shall conform to the most current applicable version of the design spemficatrons for tight metal plate connected woad roof trusses, of the Truss Plate Institute, Inc. and the National design SpeclBcations for Stress Grade Lumber and its fastening, of the NotlonaJ Forest Products Association E, The deflection aP roof trusses under the indicated loads and at the span and spacings shown on the contract drawings shall meet the following criteria: a. The deflection due to [~ve load shall not exceed the span length/360. b. The deflection due to the total loads shall not exceed the span length/2~O. F, The wood truss manufacturer shall specify and prowde all bracing at top and bottom chords required fo stabilize the floor or roof structure during and after construction, in addition to the bracing ~ndlcofed on the structural drawings. G, The wood truss manufacturer shall submd structural calculoDons stomped by a registered professional engineer licensed to practice in the product's jurisdiction for all truss types, which indicates truss capacities and deflections. H, Erection shall be in accordance with Truss Plate institute recommendations. 3, Bose Design Values for roof/floor joist framing: Doug-Fir No. 1 and No,2 (Fb = 850 psi, Fy - 180 psi, E = 1,600,000 psi) minTmum, 4 Ail plywood sheathing shall comply with APA, Plywood shall meet C-D [ntedor APA, Structerol I and ri C-D Interior ARA, or Structural I and ]1 C-C E~edor APA. Attachment to be In accordance with IGO requirements. All plywood to have exterior glue 5, Roof sheathing shall be APA rated sheathing, 19/52" thick, 42/20, 6. Provide nailing pattern in compliance with the Building Code recommended fastening schedule when joining two or more framing members 7 Hanger conneof[ons for jolste, beams, trusses, and manufactured wood framing shall be Strong-Tie connectors by Simpson (True Jo~st MacMillan). 8, See Building Code for minimum bracing and fastening requirements. 9. All Joists and rafters shelf be rigidly bridged at intervals not exceeding 8'-0". 10. Guys and other bracing required to provide lateral stability to wood frames shall be adequately sized and anchored. This bracing shall remain until permanent bracing e]emente and attached construction is installed. 11. The wood structure is ~ non eMi-supporting frame and is dependent upon diaphragm action of the panels and attachment to the shear walls for stability and for resistance to wind and seismZ forces Provide all temparary supports required for stabili~ and far resistance to wind and seismic forces unDI these elements are complete and ore capable of providing this support, 12 All bolts and lag bolts shall be fitted with galvanized, malleable iron or steeJ plate washers. 15 No field ageraDon of pre~tebBcated trusses is permitted unless done ]n accordance with truss manufacturer's spproved modlficatbn detads, All wood members exposed to exter'or ta be pressure treated. 15. Provide fasteners, anchors and connectors with adequate corrosion protection, where in contact with treated wood. Provide minimum ZMAX coating where Simpson connectors are used tn contact wdh treated wood. 16. Truss end verticals and ladder trusses to be designed by truss manufacturer to transfer loads from levels above. 9.0 1.DES~::er:iA~; Code'State Building Code 2. Floor Live Load: of New York State A. Uniform.,. Roof Uve Load A, Live Load... B. Snow Load' .............................................................................. 100 PSF .............................................................................. 20 PSF Pg (Ground Snow Load) ....................................................................... 25 PSF Pf (Fiat Snow Load) .................................... 17.5 PSF (USE 20 PSF MIN) Ce (Snow Exposure Factor) ......................................................................... 1,0 I (Snow Load Imporfonce Factor) ........................................................... 1.0 Ct (Thermal Factor) ........................................................................ 1.0 Wind Load: A, Basic Wind Speed ........................................................................ 120 mph B. I (Wind Imporfonce Factor) .............................................................. 10 C. Wind Exposure ..................................................................................... C D. Components & Cloddlng Wmd Pressure: ................................As per the Code Earthquake DesTgn Data: A. Seismic Occupancy Category ..................................................................... U B. Seismic Importance Factor, I .......................................................... 1.0 C. Ss (Mapped Spectral Response Acc at Short Pedod) ...................... 0,197 0. S1 (Mapped Spectral Response Acc at 1 Second Period) ................. 0 055 E. Seismic Site Claseiflcatbn ................................................................ 0 F. Sds (Spectral Response Coefficient) .............................................. 0.210 G. Sd1 (Sgectml Respnnse Coefficient) ................................................. 0,089 H. Seismic Oesign Category .................................................................. B r. B~sic Seismic Force Resisting System: Gearing Wall Systems - Ordlnory Reinforced Masonry Shear Wells K, Analysis Procedure: ........................... Eqmvalent Lateral Force Procedure Special Loads: A. Dead Loads: 1. Materials Of ConstrucUon i. Ceilings .......................................................................................... 3.0 PSF ii. Shingles .................................................................................. 3.0 PSF i,, InsulaOon ..................................................................................... 2,0 PSF iv Framin9 ..................................................................................... 5.0 PSF v. MEP .......................................................................... 5.0 PSF vi. Sheathmg ....................................................................... 2.0 PSF B Roof Truss Design Loads: Top Chord Bo~om Chord Dead Load - 12 PSF Live Load - 25 PSF Dead Load - 8 PSF POINT ENGINEERING 410 JERICHO TURNPIKE SUITE 105 JERICHO, NY 11753 (516) 4334320 FAX: (516) 433-4364 ALL PHASES OF F2qGENEERI NG DESIGN, SURVEYING, CODE CONSULTLNG, ZONINO ANALYSIS &iBID SPECIFICATION www.l-gghPointEagine erbg.com CttRIS M TARTAGLIA PROFESSIONAL ENGINEER NEW YORK LICENSE No a78209 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACOOMPANYINO SPECIFICATIONS, UNLESS IT IS UNDER THE BIRECTION OF A LICENSED PROFESSIONAL ENGINEER WHERE SUCH ALTERATIONS ARE MAOE, THE PROFESSIONAL ENGINEER MUST SION AND SEAL, DATE AND DESCRIBE I~E FULL EXTENT OF THE ALTERATION THE DRAWING AND/OR IN THE SPECIFICATIONS. EDUCATION LAW SECTION 7209-2) 7-EL~,VEN STORE #34216 9945 MAIN ROAD MA~I'ITUC K, NY DISTRICT: 1000 SECTION: ~42 BLOCK: 1 LOT(S): 27 D4TE; 3/28/11 STRUCTURAL GENERAL NOTES SHEET NO' OF POINT ENGINEERING I, I ~ , ,/~ I ALL PI-LASES OF ENGINEERING DESIGN, I ~, ~ ~ I I www. HighPoin~ng/neefing.com I,×j ~ CHRIS M TARTAGLIA I I (REFER NO ARCH PLANS I I FOR REMOVAL/ ~,~ ' I I I REPLACEMENT I I~ I i L il ' / I I ,,,I I 1. TOP OF FINISHED FLOOR SLAB ELEVATION --- REFERENCED AS DATUM EL 0'-0" -- I I REMOVAL & REPLACEMENT 70 I [ ~ I TOP OF CO,NC~E~E PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE I /' / I /FOOTNG NSTALLATION (WP / ~ I I/' I pLATE~ = ~ I ~ I c:~ / MADE, THE PROFESSIONAL ENGINEER BUST SIGN AND SEAL I'// I I/EACH SIDE'/ ' U ~ // ~ ~1 i !//I/ I F2010 - DENOTES CONCRETE FOOTING 2'-0'x1' O"THICK × CONT W/ ($) #4 CONT DOT & # ~ $ 12" SHORT DOT NON BHRNK I ~" ~~1111 II ~z ~Ys EDUCATION LAW SEBTION 7209-2) // ~ ~. MATCH E×iBF, 7(P'@ 3 LOCS~ '~' ./ ~ '*~' I i ,/ / : 5, P1 - DENOTES CONCRETE PIER 15"×16"W/ (A) #6VERT, BARS & #~TIEB @ ~ r.!:~m i rj:~m --~./ I ~": / o '~-~2.0~ SLAB INTERFACE FOOTING BELOW XX ...... L 4 ] ~ w/4-~" ~ ANCHOR BOLTS x g" EMBED MIN. 3x0'-5" i~ _N~I~ i/G~ ~]~__ , ~_~ 7. COORDINATE SLAB PENETRATIONS WITH ARCHIFECTURAL AND MECHANICAL, ELECFRICAL ~ ANCHOF~ F~OD D ~TAI g )< ~ C ~ENOTES ~ASONRY ~ I ~ ,L_T' = =oo .... SCALE. 1/4" = 1'-0" ~11 ' 3'-o" ' ~o' o" .', ~' o"' v~"=,' o" BASE PLATE DETAILS COORS FINISHES ~ ~/- BAR DIA MIN JO,,INT DETAIL FOR DIMENSION COLUMN & BASE P~TE SEE P~N W/ ARCH DWG'S~ ~ . ~" CMU ~ MIN PREMOLDED ISO~TIOBOSOM OF BASE P~TE SEE ~ PROVIDE HORIZ16. WALL ~ W/ ARCH. DWG'S FILL POCK~ SOLID ADJUSTABLE ANCHORS, SEE A~ER COL IS IN P~CE ~0~ REINF ~ OC ~] ~ ~' ~4~48" O.C S~B, COORD W/ ~24" O.C -N~ CONC S~B ,, GRADE/PAVEMENT ) ~ ..... ; CONC S~B gREASE ON END 4 3/~ ~ ANCHOR BOLTS ~I II I ~ //~N~S FOR REQUIREMENTS MA~ITUCK, NY ~ ~ INFILL HAUNCH ~qJ{~¢%' VAPOR BARRIER (10 MIL) 16"X16"W/ (4) ~6 ~ ~9 PiP ~P SCAL~' HPE~ ;Z' CLR ~. BAR DIA ~P MIN WALL FOOT'NC REINF~ Y-6" SO~R~ ~. SECTION O STRUCTURAL .EQ ~ --DOWELS TO MATCH VERT WALL REINF, ~ TO RU" CONT THRU~ ISOLATED PIER AND FOOTING FOUNDATION NOTE PLAN N~W T0 ~XISTINO 5UA~ q SEE SECT~0N r4/S20 FOR A00m0NAL ~NFORMATION NEW STEEL HSSRxS (5 LOGS) · I EXISTING WALLS & ROOF FRAMING TO REMAIN, EXIST, RIDGE : ", REMOVE EXISTING, LOAD WDLL'&,RES[JPPORT EXIST, ROOF ONNEW BEAMS PROVIDE , ,, TEMPORARY SHORING/' 'SUPPORT' EXIST. ~O0,F, sTROOTURE PRIOR AS VALLEY BOARDS ON EXISTING ROOF FRAMING EXISTING ROOF TRUSSES TO REMAIN, ./.~....OVERBUILD FRAMING WITH VALLEY TRUSSES ON EXIST, ROOF NEW W12~2§ NEW PRE-FAB WOOD TRUSSES ~ 24" OC LINE OF ROOF OVERHANG AT OVERHANG FRAMING, PROVIDE DIAGONAL KICKERS FROM BOI~OM CHORD OF OUTER MOST TRUSS TO TOP CHORD OF INTERIOR TRUSS AT 4' 0" ON CENTER. DIAGONAL KICKER SHALL 8E AT APPROXIMATELY 45 DEGREES AND EXTEND BETWEEN TRUSS PANEL POINTS, EXISTING/NEW SCALE' 1/4" - 1'-0" NOTES: 1, 2, 5. 5 ROOF FRAMING PLAN SEE ARCHITECTURAL DRAWINGS FOR BOI~OM OF TRUSS BEARING ELEVATIONS -. P(P(P(P(P(P(P(P(P(P~ % - DENOTES SPAN OF '~" THICK APA RATED 42/20 ROOF SNEATNING CONTRACTOR TO COORDrNATE ALL OPENINGS WITH ARBHITEOTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND TYPICAL DETAILS, SEE ~FPICAL DETAIL DRAWfNGS FOR DETAILS NOT REFERENCED IN HLAN, FOR ADDITIONAL INFORMATION, SEE GENERAL NOTES. GRAPHIC SCALE ( IN INCHES ) 1/4"= 1'-0" SLOPED BOND BEAM W/ (2) #¢ CONE, (BOT) SEE WPICAL DETAILS FOR OPTION NAILING TO LEDGER SHEATHING, SEE PLAN PLYWOOD SHEATHING PER NAILING DIAGRAM ROOFING SEE ARCH. 2-2x WOOD ( - PT W/ ~"¢ BOLT @ ~6" STAGGERED SIDING SEE ARCH DWGS. 8" BEEP BOND W/ (2) #4 BOE BARS, SIMPSON HURRICANE TIES H2,5A (EACH SIDE NEW ROOF TRUSSES, OF BOT CHORD) SEE PLAN W8 - SEE pLAN - CONNECT TO COL BEYOND CANTILEVER OUT TO SUPPORT ROOF OVERHANG CONT, ~" THICK RENT P_ W/ ~" ¢ MILTI HIT NY-150 ADRESIVE SYSTEM ANCHORS © 16" OC. iN VERT SLOTS (6%" MiN. EMBED) NEW MASONRY WALL W/ REINF SEE FDN SECTS. ~ SECTION NEW MASONRY - SEE FDN SECTION Fl-SIM FOR REINF. SOFFIT © OVERNANC, SEE ARCH DWGS, SIDING SE DWGS ~ SECTION (CONT.) W/ ~" ~ HILTI HIT HY 150 ADHESIVE SYSTEM ~ 1~" OD. (6~" MIN EMBED) ROOF TRUSSES, --L CEILING SEE SEE PLAN ARCH, DWGS, (2) #6 VERT IN CELL ON EACH SIDE OF WINDOW FULL HEIGHT, LINTEL OR STEEL LINTEL - SEE SCHEDULE SEE ARCH. DWCS. NEW ROOFING, NEW PLYWOOD SEE ARCH DWGS. SHEATHING TRUSSES NEW TRUSSES SEE PLAN 2-2x NAILER W/ ~" ¢ BOLTS ~ 2¢ OC. STAGGER BOLTS IN BEAM FLANGE CEILING SEE ARCI-I. DWDS -- NEW STEEL BEAM SEE PLAN CONNECT TO COL BEYOND (TYP) SECTION ~' 0'" (TYP) NET WIND UPLIFT DIAGRAM - PLAN VIEW SEE PLAN TYPICAL NEW ROOF TRUSS PROFILE NOTES' 1 DESIGN TRUSSES FOR FOLLOWING GRAVI~ LOADS TOP CHORD DL-12 PSF LL:25 PSF BOT CHORD DL-8 PSF 2, DESIGN TRUSSES FOR WIND LOADS PERNET WIND UPLIFF DIAGRAM IN COMBINATION WITH GRAWR' LOADS, PLYWOOD SHEATHING DIAPHRAGM ATTACHMENT SCHEDULE ZONE PANEL GRADE COMMON MIN NAIL MIN NOMINAL MIN NOMINAL BLOCKED NAIL SPACING @ DIAPHRAGM MAX NAIL SPACING @ NAIL SIZE PEN~IRATION IN PANEL WIDTH OF (NOTE 1) BOUNDARY AND INTERMEDIATE FRAMING FRAMING THICKNESS MEMBER PANEL EDGES MEMBERS APA RATED SHEATIND EXP 1, EXP ROOF 2 OR EXT: AND OTHER APA 1Od 1 1/2" 5/8" 2" 4" $" 0/C GRADES EXCEPT SPECIES GROUP 5 No O/S NOTE: I WHERE 8LOCKING IS REQUIRED PROVIDE 2x4 BETWEEN FRAMING/TRUSSES AT EACH PLYWOOD JOINT NAILED TO FRAMING EA END BOUNDARY (RIDGE,VALLEY OR AT BEARING OR END WP PLYWOOD SHEET SEE PLAN FOR SPACING NOTE 1 ~ TYPICAL DETAIL ROOF PANEL NAIL SPACING & EDDE SCHEDULE NEW 2x BOARD ROOF SHEATHING TO REMAIN. 4 16D NAfLS (~P) TING ROOF TRUSS RE-SUPPORT ON NEW STEEL 2x4 DIAGONAL @ AR" OC. TO EXrST, TRUSS BOT, CHORD SIMPSON HURRICANE TIES H2,54 (1 @ EACN TRUSS) 2x6 NAILER W/ ~"¢ BOLTS 32" OC. STAGGER BOLTS CANTILEVER STEEL BEAM ~ SECTION NOTE' SEE SECTION R1/S3 0 FOR INFO NOT SHOWN SEE ARCH. DWGS FOR FINISH HIGH POINT ENGINEERIN6 410 JERICHO TUR3~I](E SUEI'E 105 JERICHO, NY 11753 (516) 4334320 FAX: (516) 433-4364 ALL PHASES OF ENGINEERING DESIGN, SLTRVEYING, CODE CONSULTING, ZONLNG ANALYSIS & Bi]) SPECIFICATION www. HJghPo[ntEng[neefing.com CHRIS M TARTAGLIA PROFESSIONAL ENGINEER N~ YORK LICENSE No, 078209 THE EDUCATION LAW OF THE STATE OF NEW YORk PROHIBITS ANY PERSON ALTERING ANYTHING ON THESI DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT JS UNDER THE DIRECTION DF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL. DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFiCATiONS. 7-ELEVEN STORE it/34216 994-5 MAIN ROAD MATTITUCK, NY DISTRICT: SECTION: BLOCK: LOT(S): 1000 142 1 27 AS SHOWN HPE ~. HARRIO-09 3/28/11 D~'~'~ HARRIO-09-SIOo STRUCTURAL ROOF FRAMING PLAN, SECTIONS & DETAILS SH£~ Nq; REV. OF 5 5'-0" MIN TO EDGE OF COLUMN FOOTING 1'-6" MIN DIAOONAL BAHS IN CONCRETE WALLS #5 x B' 0" LONG EACH FACE FOOTING DEPTH REINE TO MATCH FOOENE CONTINUOUS FOOTING REINf -- 1' 6" MIN (BUT NOT LESS THAN 1' 0") NOT~E: OMIT DIACONAL WALL REINFORCEMENT JN MASONRY WALLS ADJUST STEP DIMENSIONS TO SUIT COURSING ~ TYPICAL DETAIL - ELEVATION STEPPED FOOTINg BOITOM HORIZONTAL WALL REINFORCINC (WHERE FLUSH MAX SLOPE -- ALL AROUND SEE SCHEDULE (?'P) 6" MIN 2' 0" MAX EACH SIDE STEP FILL BOX OUT WITH SAND AROUND NOTES PIPE OR CONDUIT (WP) 1, FOOTINGS SHALL BE STEPPED DOWN AS SHOWN AT ALL PrPES AND CONDUITS THAT WOULD PASS THROUGH OR HAVE 4'-0" OR LESS COVER BELOW THE BOTTOM OF THE FOOTINGS WHETHER THE PIPES, CONDUITS OR STEPS ARE SHOWN IN THE STRUCTURAL CONTRACT PLANS OR NOT, REFER TO ALL THE DRAWINGS rN THE SET, INCLUDING ARCBIEECTURAL CIVIL, MEP & FIRE PROTECTION FOR SIZES AND LOCATIONS OF ALL PIPES AND CONDUITS, 2, IF THE COVER BETWEEN THE BOTTOM OF FOOTING AND THE TOP OF THE PIPE OR CONDUIT IS GREATER TNAN 4'-0", THEN THE FOOTING NEED NOT STEP DOWN AS SHOWN 3. REFER TO PLANS, SECTIONS, AND OTNER DETAILS FOR WALL REINFORCING, DOWELS, ADDITIONAL FOOTING REINFORCING AND OTHER INFORMATION AND REQUIREMENTS, ,1. SEE ~PICAL D~TAIL STEPPED WALL FOOTINC FOR FOOTING REINFOROEMENT DETAILS. ~ TYPICAL DETAIL SECTION FOUNDATION WALL PIPE AND CONDUIT PENETRATION --UPPER6"FOOTING MIN.I I VARIES2 MIN B" MIN FOOTING ~ TYPICAL DETAIL-ELEVATION SLOPE BETWEEN FOOTINGS D/3,-'~I~ , D/5'~I'.I 48 CIA LAp .' ~ TYPICAL DETArL- PLAN VIEW WALL FOOTING CONSTRUCTION JOINT TENSION LAP ADDITIONAL BARS SPLICE SHOWN FOR CLARI - STANDARD 90' HO LAP BARS OR PR[ BARB AS SHOWN SIZES DIFFER, LAP NOT LAP LARGER )E CORNER _-RE BAR ~,RGER SIZE AT CORNERS AT INTERSECTIONS NOTE. ALL DOWELS, CORNER BARS AND "U" BARS SHALL BE SAVE SIZE AND SPACING AS CONTINUOUS FOOTING REINFORCING. ~ TYPICAL DETAIL - PLAN ViEW REINFORCEMENT IN CONCRETE FOOTINGS DOVETAIL -ADJUSTABLE ANCHORS AT lB" VERTICAL FILL SOLID AFTER COLUMN IS IN PLACE SEE COLUMN/SLAB ISOLATION JOINT DETAIL FOR DIMENSION 1/4" MJN PREMOLDED ISOLATION JOINT ALL AROUND COLUMN SECTION_ COL & PIER (UNO ON PLAN) dN AND BASE PLATE SEE PLAN OR SCHEDULE OF BASE PLATE SEE PLAN OR SCHEDULE DOVETAIL SLOTS W/ ADJUSTABLE ANCHORS DOWELS TO MATCH VERTICAL FLOOR RODS PLAN OR SCHEDULE FOR PIER SIZE AND REINFORCEMENT · lSEE FOOTING SCHEDULE ~ ELEVATION NOTES; 1. CONTRACTOR'S OPTION TO USE TOOTHED PIER DETAIL 2. WHERE APPLICABLE COORDINATE BRICK SHELVES WITH ARCHITECTURAL DRAWINGS. ~TYPICAL DETAIL - ELEVATION EXTERIOR COLUMN PIER . OF PARTITION 8" OR LARGER NON-BEARING MASONRY PARTITIONS (2) #4 CONTINUOUS SLAB MIN t4@24 TRANSVERSE AT AT DEPRESSIONS AT PARTITIONS LAB SEE PLAN CONSTRUCTION JOINT BMOOTH DOWEL AT STEEL STAIR L-SxSxS/1S"x4" LONG MIN AT POST FINISHED GRADE O) #4 VAPOR BARRIER DRAINAGE FILL (TYP) -- CONSTRUCTION dOINT ~ TYPICAL DETAILS SLAB ON GRADE #4@24 TRANSVERSE- (3) #4 x STAIR WIDEN + 2'-0" (3'-0" LONG AT STAIR POSTS) -- AT CONTROL JOINT AT STEEL STAIR (2) #4 CONT EXPANSION ANCHOR (B" EMBED) AT EXTERIOR AND POS~ - VERTICAL SECTIONS PLATFORM OF SLAB ON PIER OR BASE PLATE~ 1/4" MIN BOLATrON JOINT CONTROL OR -- 1/4" CONSTRUCTION ISOLATION OR BASE PLATE OR CONSTRUCTION JOINT CONTROL OR CONSTRUCTION JOIN1 -- AT CORNER COLUMN AT EXTERIOR COLUMN AT INTERIOR COLUMN NOTES: CONCRETE WITHIN ISOLATION JOINTS AROUND COLUMN SHALL BE POURED AFTER THE SLAB ON GRADE PLACEMENT AND AETER INSTALLATION OF COLUMN 2.PAINT BASE PLATE AND BELOW SLAB PORTIONS OF COLUMN WITH TWO COATS OF BITUMINOUS MATERIAL AT EXTERIOR COLUMNS. B. OTHER ISOLATION JOINT ARRANGEMENTS (PINWHEEL, CIRCULAR) MAY BE USED PENDING THE ENGINEER'S APPROVAL. ~ TYPICAL DETAIL - PLAN VIEW COLUMN/SLAB ISOLATION JOINT HORIZONTAL REINFORCING SPECIAL UNITS AT CONTROL <lNG JOINT W CONTROL JOINT MAX ~ ~ SPACING 25' 0" o co NOTES; 1. CONTROL JOINTS TO OCCUR FULL HEIGHT OF WALL 2 HORIZONTAL JOINT REINFORCING TO BE DISCONTINUOUS. 3. BOND BEAM REINFORCING TO SE CONTINUOUS. WRAP BARS IN GREASE COATED WRAP OR PROVIDE JOINT STABILIZER ANCHORS. ~ TYPICAL DETAIL - PLAN VIEW CONTROL JOINT IN CMU WALL 4'-0" MAX (3) #4 DISTRIBUTE WITHIN FrRST 4'-0" OF INTERSECTING WALLS 4'-0" MAX (a) #4 WALL DESIGNATION SEE PLAN/SECTIONS #4 OR BOUNDARY STEEL IF INTERSECTING WALL IS DESIGNATED STEEL SEE SCHEDULE (3) #4 4'-0" MAX s~ksksksksksksksks~cc TYPICAL DETAIL - PLAN VIEW WALL REINFORCEMENT AT CORNERS AND AT WALL INTERSECTIONS 1/4"x1-1/2" BAR ANCHOR 8 4' O' OC VERTIC~ 2"1 32" 12" ¢IERIC SEALANT -FILL WITN INSULATION OR GROUT -- GROUT CELLS SOLID AT EACH BAR ANCHOR HOOK. NDT_E, OFFSET BAR ANCHOR, ALTERNATING SIDES WHEN VERTICAL REINFORCEMENT IS LOCATED AT CENTER OF WALL. ~TYPICAL DETAIL - PLAN ViEW INTERSECTING WALLS WBEN BUILT SEPARATELY AT CORNERS E 90' HOOK BOND SEAM REINFORCEMENT #5 CORNER BARS 2'0" #5 CORNER BARS 2'-0" AT INTERSECTIONS ~ TYRCAL DETAIL - PLAN VIEW HORIZONTAL REINFORCEMENT IN BOND BEAMS BOND BEAM W/LINTEL BLOCK KNOCK OUT WEBS TO BE REMOVED FOR BOND BEAM BOND BEAM W/KNOCK-OUT WEB BLOCK ~ TYPICAL DETAIL MASONRY BOND BEAMS ALL BONU BEAMS AND REINF VERT CELLS SOLID REINF W/ REBAR POSITIONERS KNOCK-OUT WEB & GROUT SOLID ~NT REINF ADJUSTABLE STRAPS AT 32" OC BY gc WELD ON CLIPS AT 32" OC BY STEEL CONTRACTOR BEAM ,C COLUMN ADJUSTABLE STRAPS AT 24" BEAM SEE PLAN WELD ON CLIPS AT 24" OC BY STEEL CONTRACTOR MN FACE OF COLUMN ABUTTING MASONRY WALL AT BEAMS AT COLUMNS NOTES: PROVIDE WELD ON ADJUSTABLE MASONRY ANCHORS ON ALL BEAMS AND COLUMNS ABUT'lNG MASONRY WALLS 2. USE NECKMAN ( OH APPROVED EQUAL ) #516 ADJUSTABLE STRAPS BY G.C, & #315 WELD ON CLIPS BY STEEL CONTRACTOR, 3, ANCHORS TO BE KEPT IN BLOCK COURSING. 4. STEEL CONTRACTOR SHALL COORDINATE ANCHOR LOCATION WITH ARCHL. DRAWINGS PRIOR TO FABRICATION, ~ TYPrCAL DETArL-VERTICAL MASONRY SECTION ANCHORS HIGH POINT ENGINEERING 410 JERICHO ~IRNPIKE SUITE 105 JERICHO, NY 11753 (516) 433-4320 FAX: (516) 433-4364 ALL PHASES OF ENGINEERING DESIGb SURVEYING, CODE CONSULTING, ZONING ANALYSIS & BID SPECIFICATION www.HighPointEngineering,c om CHRISM TARTAGLIA PROFESSIONAL ENGINEER THE EDUCATION L~W OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/DR THE AOCOMPANYIND SPECFIDATrONS UNLESS IT IS UNDER THE DIRECTION DF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER BUST SIDN AND SEAL DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN TNB SPBCIFIDATJONS 0 7-ELEVEN STORE #34216 9945 MAIN ROAD MA Iq'ITUCK, NY DISTRICT: 1000 SECTION: 142 BLOCK: 1 LOT(S): 27 SCALE. AS SHOWN HPE~. HARR1 O-OB DA/E, 3/28/11 DWi' ~, HARR1 D-09-S10¢ TYPICAL DETAILS z NOTE 2 ~ SEE PLAN FOR ADD'L NOTE 1 OR 2 ADS'L REINF L.~A%SONRY OPRG SEE[/ RCN DWCS FOR/] TIONS & DIMENSIONS VENT REINF PLAN VIEW TOP OF WALL SCHEDULE OPENING PLAN FOR ADD'L REINF REINF NOTE 1 BOSOM OF WALL -- VENT REINF NOTE 5 NOTES 1. REINFORCED WALL: ALL INTERRUPTED VERT BARS SHALL BE COMPENSATED FOR BY ADDITIONAL BARS ON EACH SIDE OF OPENING FULL HEIGHT OF WALL TOTAL AREA OF ADD'L BARS SHALL EQUAL AREA OF iNTERRUPTED BARB. PROVIDE MIN (2) #5 EACH SIDE OF OPENING. 2. UNREINFORCED WALL PROVIDE MIN (2) #5 EACH SIDE OF OPENING. S. REINFORCED WALL: SIZE & SPACING OF REINF INDICATED ON PLAN. PROVIDE HOOKED ENDS ON ALL DISCONTINUOUS BARS. Q TYPICAL DETAIL-PLAN VIEW MASONRY WALL OPENING REINFORCING R CONNECTION NNECTIO COLUMN CONNECTrON hAT THRU PLATE COLUMN CONNECTION AT PIECE WT AT TOP OF COLUMN AT INTERMEDIATE FRAME TYPICAL DETAIL-HORIZONTAL SECTION THRU PLATE AT HSS COLUMN MISCELLANEOUS STEEL ANGLE MASONRY WALL LINTEL SCHEDULE WALL THICKNESS MASONRY OPENING MASONRY OPENINO MASONRY OPENING UR TO 4' 0" (-1" TO B'-O" B' f' TO 8'-0" 4" WALL L 5 1/2x5 1/2x5/16 L 4x5 1/2x5/16 L 6x5 1/2x5/16 6"WALL Jk 5 1/2x2 1/2x5/16 JL 5 1/2x2 1/2xS/1B JL 3 1/2x2 1/2x5/8 8" WALL JL 3 1/2x5 1/2x5/16 JL 4x3 1/2x5/16 JL 6x3 1/2x5/16 10" WALL L 5x5 1/2xl/4( $ ) + L 5x5 1/2xl/4( * ) + L 5xBxS#18( $ ) + L 4x3 1/2xl/4( $ ) L 4x3 1/2xl/4( ~ ) L 4×4xS/1B( * ) 12"WALL JL L 5 1/2x3 1/2x5/16 JL L 4x5 1/2x5/16 JL L 6x5 1/2x5/16 16" WALL JL JL 5 1/2x5 1/2x5/1B JL Jk 4x5 1/2x5/16 JL JL 6x3 1/2x5/16 4 5. TYPICAL DETAIL MISCELLANEOUS NOT_ES THIS SCHEDULE IS FOR THOSE OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO ARCH AND MEBN DRAWINGS FOR LOCATION AND SIZE OF OPENINGS FOR NON-BEARING MASONRY WALLS, PROVrBE MINIMUM 6" BEARING ON BRICK, SOLID OR GROUTED SOLID CONCRETE BLOCK, BUT NOT LESS THAN f' OF SEARING PER FOOT OF SPAN WHERE OPENINGS ARE LOCATED NEXT TO COLUMNS OR BEAMS, A1fACH TO STRUCTURAL STEEL, CONNECTION NOT TO PROTRUDE INTO OPENING. ALL EXTERIOR LINTELS SHALL BE HOT DIPPED GALVANIZED PER ASTM 12,3, ALL ANGLES LONG LEG VERTICAL UNLESS NOTED BY ( x ) WHEN NOTED BY ( :¢ ) USE LONG LEG HORIZONTAL. AT CAVITY WALLS, INCREASE THE HORIZONTAL LEG OF EXTERIOR ANGLE BY WIDTH OF CAVITY STEEL ANGLE MASONRY WALL LINTEL SCHEDULE SCORE CONCRETE TO ~ MASONRY IN ALL EXPOSED AREAS BELOW CEILING NOTE~ AT CONTRACTOR'S OPTION IN-LIEU OF STEPPED BOND BEAM, PROVIDE ALTERNATE CONCRETE BEAM AS SHOWN IN DETAIL 40" MIN, LAP AT STEP / \ II !1 Ii II BOND BEAM SEE SECTIONS FOR REINF. TYPrCAL DETAIL ELEVATION STEPPED BOND BEAM T I ALTERNATE TO STEPPED BOND BEAM MISCELLANEOUS BOND OR ?RECAST MASONRY LINTEL SCHEDULE WALL MASONRY OPENING MASONRY OPENING MASONRY OPENING THICKNESS UP TO 6'-0" B'-l" TO 8'-0" B'-l" TO 10'-0" 8' WALL 8"x8" CONC W/(2) #4 TOP & DOT OR 8"x8" CONC W/(2) #4 TOP & DOT OR 8"x12" CONC W/(2) #5 TOP & DOT OR 8"x8" BOND BEAM W/(1) #5 TOP & DOT B"x16" BOND BEAM W/(1) #6 TOP & DOT 8"x16" BOND BEAM W/(2) #5 TOP & DOT 10" WALL 10"x8" CONC W/(2) #4 TOP & DOT OR lO"xG" CONC W/(2) #4 TOP & DOT OR 10"x12" CONC W/(2) #B TOP & DOT OR lO"xB" BOND BEAM W/(2) #4 TOP & DOT lO"xlB" BOND BEAM W/(2) #5 TOP & DOT 10"x16" BOND BEAM W/(2) #B TOP & DOT 12" WALL 12"x8" CONC W/(2) #4 TOP & DOT OR 12"x8" CONC W/(2) #4 TOP & DOT OR 12"x12" CONC W/(2) #B TOP & DOT OR 12"x8" BONO BEAM W/(2) #5 TOP & DOT 12"x16" BOND BEAM W/(2) #5 TOP & DOT 12"x16" BOND BEAM W/(2) #B TOP & DOT NOTES: 1. PROVIDE MINIMUM 6" BEARING ON BRICK, SOLID OR GROUTED SOLID CONCRETE BLOCK 2, THIS SCHEDULE IS FOR THOSE OPENINGS NOT SHOWN ON TNB STRUCTURAL DRAWINGS REFER TO ARCH. & MECH DRAWINSS FOR LOCATION AND SIZE OF FOR NON-BEARING MASONRY WALL. TYPICAL DETAIL MISCELLANEOUS i OND OR PRECAST MASONRY LINTEL SCHEDULE FOR NON-LOAD BEARING WALLS RD BRACING AS REQUIRED -- DIAGONALS FORM BRACED BAY AT 20'-0" OC (MAX) INTERVALS REPEAT ¢ BOTH ENDS CONT LATERAL BRACING OF WEB MEMBERS BY TRUSS MANUFACTURER N LOCATION FOR TOP CHORD BRACING OR CONTINUOUS LATERAL BRACING FOR BOSOM CNORD SPACED 8 TO 10 FEET & LOCATED AT OR NEAR A TRUSS PANEL POINT CHORD BRACING DIAGONAL BRACING 2x6 WOOD STUD DIAG BRACING REPEAT AT APPROX. 20 FOOT INTERVALS IN LENGTH OF BLDG, SUPPLIED BY CONTRACTOR AT~ABN DIAGONAL BRACING TO OPP SIDE OF THE SAME MEMBER REQUIRING LATERAL BRACING CONNECT DIAGONAL BRACING AND LATERAL BRACING TO GASLE END WALL STUDS (TYP). CONTRACTOR TO COORD BRACING LOCATIONS WITH FINAL APPROVED TRUSS SHOP DRAWINGS. (16 ET ALONG TRUSS SPAN MIN IF NO LATERAL BRACrNG IS REQUIRED BY TRUSS FABRICATOR) CHORD OF TRUSS (~PICAL) TOP/BOTTOM CHORD BRACING TYPICAL TRUSS ELEVATION TRUSS BRACING NOTES DESIGN, FABRICATION, AND CONSTRUCTION OF WOOD FRAMING SHALL CONFORM WITH THE FOLLOWING CODES ANO STANDARDS, A, ANBMTPI 1 1995 "DESrGN SPECIFICATIONS FOR METAL PLATE OONNEDTED WOOD TRUSS OONSTRUCTION AND DOMNIENTARY", TRUSS PLATE INSTITUTE. B. BCD 1 03 BOOKLET "HANBLINO, INSTALLING, AND BRACING METAL PLATE CONNECTED WOOD TRUSSES", TRUSS PLATE ]NSTITUTE/WTCA. 2, BRACING IN THE PLANE OF THE WEB MEMBERS: A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER REQUIRED B ALL CONTINUOUS LATERAL BRACING SHALL 8E RESTRAINED BY DIAGONAL BRACING (MIN 2" THICK NOMINAL LUMBER), SPACED AT 20'-0" MAX, 3. THE BOTTOM CHORD SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8 TO 10 FEET NAILED TO TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL SHOULD BE REPEATED AT 20 FOOT INTERVALS. 4. TOP CHORD BRACING A IF SHEATHING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION, BRACING IS NOT REQUIRED B. iF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 2D FOOT INTERVALS 5. THE WOOD TRUSS MANUFACTURER SHALL SUBMIT FOR APPROVAL SIGNED AND SEALED CALCULATIONS PREPARED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE PROJECTS JURISDICTION (ALL BRACING 2x4 MINIMUM) DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF WEB @ 20'-0" MAX (TO PREVENT LATERAL MOVEMENT) / SECTION WEB EITHER SLOPING OR VERTICAL LATERAL BRACE CEILING A-A TYPICAL DETAIL TRUSS BRACING DETAILS HIGH POINT ENGINEERING 410 JERICHO TURNPIKE SUITE 105 JERICHO, NY 11753 (516) 433-4320 FAX: (516) 433-4364 ALL PHASES OF ENGINEERING DESIGN, SURVEYING, CODE CONSULTFNG, ZONING ANALYSIS & BID SPECIFICATION ww w. HighPoinjEngineering.com CHRIS M TARTAGLIA PROFESSIONAL ENGINEER THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE GRAWlNGS AND/OR THE ACCOMPANYING SPECIFICATIONS UNLESS IT IS UNDER THE DRECTION OF A LICENSED PROFESSIONAL ENGINEER WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION THE DRAWING AND/OR IN THE SPECIFICATIONS. EDUCATION LAW SECTION 7209-2) CU~NF,- 7-ELEVEN STORE #34216 9945 MAiN ROAD MA~q'ITU CK, NY DISTRICT: 1000 SECTION: 142 BLOCK: 1 LOT(S): 27 $04L~ AS SHOWN HP£ mm 3/28/11 TffLE: HARRlO-09 HARR10-og-sIOa TYPICAL DETAILS SHEET NO_ REV. OF 5 II ~ II 1I II tI II tI II -~L .... 1L ...... ri II II II II ~=a II il II II II II II I; II ]1 II II II II II II ~1= = k = :ri II II I II II r , II ~ II. II II II II Il II II II II GENERAL DEMOLITION NOTES GENERAL CONTRACTOR TO INSPECT PREMISES PRIOR TO DEMOLITION TO DETERMINE EXTENT OF WORK INVOLVED AND TO MAINTAIN STRUCTURAL iNTEGRITY. ELECTRICAL CONTRACTOR TO DISCONNECT ALL ELECTRICAL ITEMS AND REMOVE WIRING AT AREAS OF DEMO SHOWN DASHED. REFER 3'0 NEW PI.AN AND INSPECT PREMISES TO DETERMINE EXTENT OF WORK. CAP ELECTRICAL LINES WHERE REMOVED. PLUMBING CONTRACTOFI TO DISCONNECT, CAP AND REMOVE PLUMBING FIXTURES, WATER, SEWER AND GAS PIPING AS REQUIRED PER NEW PLUMBING PLANS. INSPECT PREMISES TO DETERMINE EXTENT OF WORK. VERIFY QUANTITY AND LOCATIONS. PROTECT EXISTING CONDITIONS TO REMAIN WiTH TEMPORARY COVERS, SHORING, BRACING AND SUPPORTS AS REQUIRED. ITEMS WHICH ARE TO REMAIN AND ARE DAMAGED DURING PERFORMANCE OF WORK SHALL BE REPAIRED TO THE ORIGINAL CONDITION OR REPLACED WITH NEW. DO NOT OVERLOAD STRUCTURAL ELEMENTS. PROVIDE NEW SUPPORTS AND REINFORCEMENT FOR EXISTING CONSTRUCTION WEAKENED BY DEMOLITION. TERMINATE ELECTFIICAL AND MECHANICAL SERVICES TO BE REMOVED IN A MANNER CONFORMING TO THE NATIONALLY 3ODE COVERING THE SPECIFIC UTILITY AND SATISFACTORY TO THE OWNER AND BUILDING OFFICIALS. PROTECT ALL ELECTR CA!_ AND MECHAN CAL WHICH ARE TO REMAIN ON THE COMPLETION OF EACH DAY'S WORK, DEMOLITION DEBRIS AND RUBBISH SHALL BE REMOVED TO THE SATISFACTION OF THE OWNER'S REP. AFTER DEMOLITION, THE CONTRACTOR SHALL VERIFY AND INSURE FULL OPERATION OF EXISTING ELECTRICAL DEVICES TO REMAIN IERS AT LOCATIONS PER DIRECTION OF OWNER'S REP. ANY CHANGES TO THE DRAWINGS OR CONTRACT DOCUMENTS SHALL BE APPROVED N WRITING BY 7-El_EVEN CONSTRUCTION 'vlANAGER PR[OR TO START OF WORK. ' BENERAL CONTRACTOR TO COORDINATE WITH ALL TRADES DURING DEMOLITION. L CONTRACTOR SHALL BROOM SWEEP CLEAN AT END OF EACH DAY UNDER NO CIRCUMSTANCES SHALL DEBR S BE LEFT TO ACCUMULATE. GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER OF ITEMS IN QUESTION AND/OR CONFLICTS PRIOR TO CONTINUING DEMO. ALL SURFACES TO RECEIVE NEW F~NISHES SHALL BE PRIMED & PREPARED PER MANUFACTURERS REQUIREMENTS. ALL ITEMS TO BE REMOVED ARE TO BE DISPOSED OF BY GENERAL CONTRACTOR (UNO) IF SUSPECT ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED DURING DEMOLITION WORK, CONTACT THE 7-ELEVEN CONSTRUCTION MANAGER FOR TESTING AND ANALYSIS OF SAMPLES PRIOR TO DISTURBANCE. [] KEY NOTES - DEMOLITION PLAN REMOVE CABINETS, COUNTERS, EQUIPMENT, FIXTURES, AND ACCESSORIES. CAP OFF OR RELOCATE PLUMBING AND ELECTRICAL AS NEEDED FOR NEW LAYOUT AND PER ALL APPLICABLE CODE REQUIREMENTS. REMOVE INTERIOR PARTITION, REMOVE EXISTING DOOR AND FRAME REMOVE STOREFRONT SYSTEM. REMOVE OVERHEAD DOORS AND TRACKS, REMOVE ENTIRE EXTERIOR WALL SHORE UP ROOF FRAMING BEFORE BEGINNING DEMOLITION. REMOVE PORTION OF EXTERIOR WALL TO ACCOMMODATE NEW EXIT DOOR, REMOVE EXISTING SLAB- REFERENCE STRUCTURAL REMOVE EXISTING FLOOR FINISH AND BASE, PREP SLAB FOR NEW FLOOR FINISH. REMOVE EXISTING WALL FINISH AND PROMO SlGNAGE THROUGHOUT, PATCH BACK SURFACE TO REMAIN AS REQUIRED FOR NEW FINISHES. REPAIR WALL WHERE WALL/COUNTER WAS REMOVED PATCH BACK SURFACE TO REMAIN AS REQUIRED FOR NEW FINISHES, EXISTING ELECTRICAL TO BE REPLACED; ~h~ENCE ELECTRICAL REMOVE EXISTING WATER HEATER, REMOVE EXISTING PLUMBING RISER, REMOVE EXISTING FURNACE AND DUCTWORK (ABOVE) REMOVE EXISTING MOP SINK REMOVE EXISTING OIL TANK. REMOVE ALL EXISTING CEILINGS, LIGHTS AND HVAC GRILLS/DIFFUSERS, SECURITY CAMERAS, SPEAKERS, EXIT SIGNS AND ASSOCIATED WIRING, EXISTING ROOF STRBCTURE TO REMAIN. DEMOLITION REFLECTED CEILING PLAN 1/4" = 1'-0I' DEMOLITION FLOOR PLAN J I i [- J 0>- ISSUE BLOCK STORE NO.: 34216 DOCUWENT DATE: 04/01/11 CHECKED BY: ATD DRAWN BY: CAM APR o 6 2011 NEW YORK AL~RATION WARNING DEMOLITION PLANS Is EETD1 .0 I NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT ABBREVIATIONS AB ACP ACT ADH ADJ AFF AHU ALT ALUM AP APC BD BLDG BLKNG B.M. BO BOT BSMT CG CI CJ CL CLG CLR CMU CO COL CONC CONST CONT CORR CS CT CVR DD DEMO DEPT DET DF DIA DIAG DIM DISP DL DN DP DR DS DWG E EA EC EIFS EJ EL ELEC ELEV EMER ENCL EQ EQUIP ETR EWC EWS EXH EXIST EXP EXT FA FAS FBD FD FE FEC FFE FFL FG FGL FHS FIN FJT FL FLG FLR FLUR FLX FN FND FCC FOF FOM FOS FP FPL FR FRT FS FTC FUR FUT FXT GA GB GC GCMU ANCHOR BOLT ACOUSTICAL CEILING PANEL ACOUSTICAL CEILING TILE ADHESIVE ADJUSTABLE ABOVE FINISHED FLOOR AIR HANDLING UNIT ALTERNATE ALUMINUM ACCESS PANEL ARCHITECTURAL PRECAST CONCRETE BOARD BUILDING BLOCK(BLOCKING) BENCH MARK BOTTOM OF BOTTOM BASEMENT CORNER GUARD CASTIRON CONTROLJOINT CENTERLINE CEILING CLEAR CONCRETE MASONRY UNIT CLEAN OUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR COUNTERSUNK CERAMIC TILE COVER DECK DRAIN DEMOLITION DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DISPENSER DEAD LOAD DOWN DAMP PROOFING DOOR DOWNSPOUT DRAWING EAST EACH EXPOSED CONSTRUCTION EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE EQUAL EQUIPMENT EXISTING TO REMAIN ELECTRICAL WATER COOLER EMERGENCY WASH STATION EXHAUST EXISTING EXPANSION EXTERIOR FIRE ALARM FASTEN, FASTENER FIBERBOARD FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR ELEVATION FINISHED FLOOR LINE FLOAT GLASS FIBERGLASS FIRE HOSE STATION FINISH (ED) FLUSH JOINT FLOW LINE FLASHING FLOOR (lNG) FLUORESCENT FLEXIBLE FENCE FOUNDATION FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIREPROOF FIREPLACE FRAME (D), (lNG) FIRE-RETARDANT FULL SIZE FOOTING FURR (ED), 0NC) FUTURE FIXTURE GAGE, GAUGE GRAB BAR GENERAL CONTRACT, (OR) GLAZED CONCRETE MASONRY UNITS GD GKT GL CLAM GLB GPDW GPL GPPL GPT GPW GRD GRHS GRN CRT GT GUT GV GVL HB HBO HC HCR HD HDR HDW HOR HPT HRL HT HTG HVAC HWD ID ICL INCAN INCIN INCL INS INSC INT INTM INV J JC JF JT KIT KO KPL L LAB LAD LAM LAV LB LBL LGL LH LL LLD LMS LO LOC LPT LT LTL LVR LW M MAS MAX MB MBR MC MDC MECH MED MET MFR MGL MH MISC MLD MM MMB MN MOD MOV MR MR MRB MT MTL MULL MW N NAT NI NIC NL NO NOM NR NTS CA GRADE, (lNG) GASKET, (ED) GLASS, GLAZING GLAZED LAMINATE GLASS BLOCK GYPSUM DRYWALL GYPSUM LATH GYPSUM PLASTER GYPSUM TILE GYPSUM WALLBOARD GUARD GREENHOUSE GRANITE GRATE, (lNG) GROUT GUTTER GALVANIZED GRAVEL HOSE BIBB HARDBOARD HANDICAP HOLLOW CORE HEAVY DUTY HEADER HARDWARE HORIZONTAL HIGH POINT HANDRAIL HEIGHT HEATING H EATINGNE NTILATION/AIR CONDITIONING HARDWOOD INSIDE DIAMETER INSULATING GLASS INCANDESCENT INCINERATOR INCLUDE, (ED), (lNG) INSULATE, (ED), (lNG) INSULATING CONCRETE INTERIOR INTERMEDIATE INVERT JOIST JANITOR'S CLOSET JOINT FILLER JOINT KITCHEN KNOCKOUT KICKPLATE LENGTH LABORATORY LADDER LAMINATE, (ED) LAVATORY LAG BOLT LABEL LAMINATED GLASS LEFT HAND LIVE LOAD LOOSE LAND LIMESTONE LAYOUT LOCATE LOW POINT LIGHT LINTEL LOUVER LIGHTWEIGHT METER, (S) MASONRY MAXIMUM MACHINE BOLl' MEMBER MEDICINE CABINET IVlEDIUM DENSITY OVERLAY MECHANIC, (AL) MEDIUM METAL MANUFACTURE, (ER) MIRROR GLASS (FRAMED) MANHOLE MISCELLANEOUS MOLDING, MOULDING MILLIMETER, (S) MEMBRANE MINIMUM MODULAR MOVABLE MIRROR MOP RECEPTOR MARBLE MOUNT, (ED), (lNG) MATERIAL MULLION MICROWAVE NORTH NATURAL NICKEL NOT IN CONTRACT NAILABLE NUMBER NOMINAL NOISE REDUCTION NOT TO SCALE OVERALL CC OD OH OP CPC OPH ORN PAR PB PBD PCC PCF PCPL PD PE PER PERF PFB PFN PG PK PL PLA PLAM PLAS PLF PLT PLTG PNL PNT PREM PRF PRPT PSF PSI PT PT PTD PTN PTR PTR PV PVC PVMT PWD QT R R&S RA RaD RB RBL RBT RBT RCP RD REC RECP REF REFR REG REM HEN REQ'D RES RET REV RFC RFH RFL RFT RH RL RM RO ROK ROW RS RVS RVT S SA SC SCH SCN SCUp SD SDG SEC SF SFGL SFLR SG SCL SH SHNG SHT SHTH SHU SKL SL SLNT SLO SM SOL SP SPC SPEC SPH SPK ON CENTER, (S) OUTSIDE DIAMETER OVERHEAD OPAQUE OPENING OPPOSITE HAND ORNAMENTAL PARALLEL PANIC BAR PARTICLE BOARD PRECAST CONCRETE POUNDS PER CUBIC FOOT PORTLAND CEMENT PLASTER POUND, (S) PORCELAIN ENAMEL PERIMETER PERFORATE, (D) PREFABRICATE, (ED) PREFINISHED PLATE GLASS PARKING PLATE PLASTIC PLASTIC LAMINATE PLASTER POUNDS PER LINEAR FOOT PROPERTY LINE PLANTING PANEL, (lNG) PAIN-l,, (ED) PREMOLDED PERFORATED PARAPET POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PRESSURE TREATED PAPER TOWEL DISPENSER PARTITION PAPER TOWEL RECEPTOR PLANTER PAVE, (D), ONe) POLYVlNYL CHLORIDE PAVEMENT PLYWOOD QUARRYTILE RISER ROD AND SHELF RETURN AIR RADIUS RUBBER BASE RUBBER STONE RABBET, REBATE RUBBER TILE ROUND CONCRETE PIPE ROOF DRAIN RECESS, (ED) REINFORCED CONCRETE PIPE REFER, (ENCE) REFRIGERATOR REGISTER REMOVE, (ABLE) REINFORCE, (ED), (lNG) REQUIRED RESILIENT RETURN REVISE, (S), (ED) ROOFING ROOF HATCH REFLECT, (ED), (IVE), (OR) RAFTER RIGHT HAND RAIL, (lNG) ROOM ROUGH OPENING ROWLOCK RIGHT OF WAY ROUGH SAWN REVERSE (SIDE) RIVET SOUTH SUPPLYAIR SOLID CORE SCHEDULE SCREEN, (ED) SCUPPER STORM DRAIN SIDING SECTION STOREFRONT SAFETY GLASS SUBFLOOR SHEET GLASS SPANDREL GLASS SHELF, SHELVING SHINGLE, (S) SHEET SHEATH, (lNG) SHUTTER, (S) SKYLIGHT SLEEVE SEALANT SLOPE SIMILAR SOLDIER SOUNDPROOF SPACE, (R) SPECIFICATION SPLASH SPEAKER SPL SQ SSK SST ST STA STCO STD STG STGL STO STR SUS SVYD SYD SYM SYN SYS T T&G TB TBRL TC TEL TG THK THR TIC TJ TKBD TOBR TOL TOR TP TPD TPG TPTN TR TRNB TS TSF TSL TST TV TW TYP TZ UC UNF UNO UR UTL VAR VB VB Vet VERT VF VG VICP VlCT VJ VN VNR VT W WC WD WG WH WHS WHTR WI WlD WIN WM WO WP WR WS WSCT WST WWF SPECIAL SQUARE SERVICE SINK STAINLESS STEEL STEEL STATION STUCCO STANDARD SEATING STAINED GLASS STORAGE STRUCTURAL SUSPENDED SERVICE YARD SIDE YARD SYMMETRY, (ETHICAL) SYNTHETIC SYSTEM TREAD TONGUE AND GROOVE TOWEL BAR TO BE RELOCATED TOP OF CURB TELEPHONE TEMPERED GLASS THICK, (NESS) THRESHOLD TEMPERED INSULATED GLASS TOP OF JOIST TACKBOARD TO BE REMOVED TOLERANCE TO REMAIN TOP OF PLATE TOILET PAPER DISPENSER TOPPING TOILET PARTITION TRANSOM TURNBUCKLE TUBE STEEL TOP OF SUBFLOOR TOP OF CONCRETE SLAB TOP OF STEEL TELEVISION TOP OF WALL TYPICAL TERRAZQ UNDERCUT UNFINISHED UNLESS NOTED OTHERWISE URINAL UTILITY VARNISH VAPOR BARRIER VINYL BASE VINYL COMPOSITION TILE VERTICAL VINYL FABRIC VERTICAL GRAIN VITREOUS CLAY PiPE VITREOUS CLAY TILE V-JOINT VINYL VENEER VINYL TILE WEST WATER CLOSET WOOD WIRED GLASS WALL HUNG WHEEL STOP WATER HEATER WROUGHT IRON WIDTH, WIDE WINDOW WIRE MESH WITHOUT WATERPROOFING WATER RESISTANT WATERSTOP WAINSCOT WEATHERSTRIP, (lNG) WELDED WIRE FABRIC GENERAL NOTES * GENERAL NOTES APPLY TO ALL CONSTRUCTION DOCUMENTS. A. GENERAL 1. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. 2. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF AN'( OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. 3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, IE: STRUCTURAL WALLS, iNTERIOR WALL. ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 4. WORK WILL BE COORDINATED WITH ALL TRADES iN ORDER TO AVOID INTERFERENCE, AND AVOID OMISSIONS. 5. ALL MATERIALS USED WILL BE NEW AND BEAR U.L LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. STANDARDS. 6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. 7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS. 8. ALL CONTRACTORS WILL GUARANTEE ALL LABOR AND MATERIALS FO~ A PERIOD OF ONE YEAR FROM DATE OF occUPANCY. 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. iN THE EVENT OF ANY DISCREPANCIES, CONTACT THE 7-ELEVEN, INC. CONSTRUCTION MANAGER BEFORE PROCEEDING Wl-rH THAT WORK. 10. ALL SUBCONTRACTORS WILL PROVIDE A CERTIFICATE OF INSURANCE TO THE GENERAL CONTRACTOR PRIOR TO STARTING ANY WORK ON THIS PROJECT. CERTIFICATE OF iNSURANCE CANNOT BE TERMINATED OR CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO 7-ELEVEN, INC. 11. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT OR ENGINEER OF RECORD. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE ARCHITECT OR ENGINEER OF RECORD. 12. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT" SUBSTITUTIONS WILL BE MADE, UNLESS DUE TO THE LACK OF AVAILABILITY OF THE ORIGINAl_ MATERIAL SPECIFIED AND APPROVED IN WRITING BY 7-ELEVEN, INC. CONSTRUCTION MANAGER AND THE ARCHITECT OR ENGINEER OF RECORD 13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE SATISFACTION OF THE 7-ELEVEN, INC. CONSTRUCTION MANAGER AND GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. REFERENCE SYMBOLS - NORTH ARROW ~ xI-xx" ~ - HEIGHT A~ x.x.x, q~ ELEVATION INDICATOR O - DOOR TAG ~/ x.x.x. ~- DETAIL L. J INDICATOR R - GRID LINE -- INDICATOR ® -WINDOWTAG2 ~,~?/ - WALL TAG ~ - ROOM TAG - REVISION DELTA - SPOT ELEVATION INDICATOR - EQUIPMENT TAG -KEY NOTE INDICATOR - FINISH INDICATOR -SECTION CUT INDICATOR -. ELEVATION INDICATOR GENERAL NOTES (CONT) 14. RESPONSIBILITY OF CONTRACTORS: EACH SUBCONTRACTOR AND THE GENERAL CONTRACTOR ARE RESPONSIBLE FOR WORKMAN; AND MATERIALS. EACH SUBCONTRACTOR AND THE GENERAl_ CONTRACTOR ARE RESPONSIBLE FORTHE CAREAND PROTECTION OF HIS OWN WORK AND MATERIALS. 15. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST CONSTRUCTION PHASES OF THIS PROJECT. 16. PILFERAGE: EACH CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN EQUIPMENT AND MATERIALS USED IN CONSTRUCTION INCLUDING THOSE ITEMS FURNISHED BY 7-ELEVEN, INC. AND DELIVERED TO THE JOB SITE, 'FO BE INSTALLED BY THE CONTRACTOR. 7-ELEVEN, INC. WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, MATERIALS OR DAMAGE OF THE SAME ON THIS JOB SITE. 17. LIENS: ALL SUBCONTRACTORS AND THE GENERAL CONTRACTOR WILL DELIVER TO 7-ELEVEN, INC., A COMPLETE RELEASE OF AL[. CLAIMS ARISING OUT OF THIS CONTRACT. 18. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY. ~ 9. SCHEDULE OF WORK: THE 7-ELEVEN INC. CONSTRUCTION MANAGER WILL STATE TO THE GENERAL CONTRACTOR DURING THE BIDDING PROCESS, THE REQUIRED NUMBER OF CALENDAR DAYS TO COMPLETE THIS WORK. STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. .~1. MATERIALS AND SYSTEMS NOTES ARE TYPICAL IN NATURE AND APPLY TO MULTIPLE DRAWINGS. NOTES ON ANY ONE DRAWING ARE TO APPLY TO ALL OTHER SIMILAR MATERIALS AND SYSTEMS UNLESS NOTED OTHERWISE. THE GENERAL NOTES APPY TO ALL THE CONSTRUCTION DOCUMENTS. 22.ELEVATIONS REFERENCED ON ARCHITECTURAL DRAWINGS ARE TOP OF SLAB LEVELS UNLESS NOTED OTHERWISE. 23.GENERAL CONTRACTOR TO COORDINATE FLOOR AND WALL PENETRATIONS WITH 7~ELEVEN, INC. CONSTRUCTION MANAGER, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING. THE PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS, THE TERM "BY 7-ELEVEN" SHALL MEAN ITEM PROVIDED BY 7- ELEVEN, INC. AND INSTALLED BY CONTRACTOR AS PART OF THE WORK OF THIS CONTRACT. THE TERM "NOT IN CONTRACT" (NIC) SHALL MEAN ITEM PROVIDED AND INSTALLED BY 7-ELEVEN, INC. UNDER SEPARATE CONTACT. SEE CONSTRUCTION RESPONSIBILITY SCHEDULE SHEET A2.1 'RACTQR TO COORDINATE WITH 7-ELEVEN CONSTRUCTION MANAGER FOR ALL ROOF PATCHWORK, REPAIR, AND/OR REPLACEMENT. 3. DIMENSIONING 1. ALL DIMENSIONS ARE IN FEET-INCHES UNLESS NOTED OTHERWISE. 2. DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. 3. VERIFY DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT OF RECORD OF ANY DISCREPANCIES. 4. EXTERIOR WALLS ARE DIMENSIONED TO THE EXTERIOR FINISHED FACE OF WALL UNLESS NOTED OTHERWISE. 5. INTERIOR WALLS AND PARTITIONS ARE DIMENSIONED TO FINISHED FACE UNLESS NOTED OTHERWISE. 6. DOORS ARE LOCATED BY THEIR JAMB RELATIVE TO ADJACENT WALLS AND PARTITIONS. DOOR OPENINGS ARE DIMENSIONED TO THE STRIKE OR HINGE FACE OF THE DOOR FRAMES. ALL INTERIOR DOORS AT 6" FROM PARTITION WALL UNLESS NOTED OTHERWISE. MISCELLANEOUS 1. SEAL EXTERIOR JOINTS AROUND DOORS, WINDOWS AND LOUVER FRAMES AND AT PENETRATIONS OF MECHANICAL, ELECTRICAL AND PLUMBING ELEMENTS TO PREVENT AIR AND WATER LEAKAGE. 2. ISOLATE DISSIMILAR METALS EFFECTIVELY FROM EACH OTHER TO PREVENT ELECTROLYTIC ACTION. 3. PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL AND PLUMBING VALVES. BID NOTES 1. PROVIDE SEPAf~,TE ITEMIZED LIST FOR ALL WORK (LABOR ,& MATERIALS & OVERHEAD) ASSOCIATED WITH THE FOLLOWING ITEMS: A. FLOOR FINISHES B. CONC SLAB CUTTING & PATCHING C. CEILINGS D. LIGHTING E. HVAC I-IARI(ISON FILENCH 809 S.W. fi. Street, Suite 201 Bentonville, Arkansa~ 72712 t 479.273.7780 f 479.273.9486 w~w.hfa-ae.com ELEVEn ISSUE BLOCK STORE NO.: DOCUMENT BATE: 04/01/11 CHECKED BY: ATD DRAWN BY. C AM APR 0 6 2O/'l GENERAL NOTES, ABBREVIATIONS, SYMBOLS LEGEND IS"RET:A1 .0 I WALL TYPES NOTE: ALL WALL TYPES MAY NOT BE USED INTERIOR PARTITION IN £ERIOR PARTITION INTERIOR PARTITION TO INTERIOR PARTITION TO TOP PLATE AT B" ABOVE CEILING, REFERENCE WALL SUPPORT DETAIL, SHEET A2.1 FOR BRACING 3-5/8" 20 GAUGE -- METAL STUDS AT 24" CC FINISH PER SCHEDULE USE 1/2" GYPSUM BOARD (BOTH SIDES). CONTINUE TO 1" ABOVE CEILING, AS SCHEDULED USE 1/2" WATER -- RESISTANT GYPSUM BOARD AT W~T AREAS TOP PLATE AT 6" ABOVE CEILING, REFERENCE WALL SUPPORT DETAIL, SHEET A2.1 FOR BRACING 3-518" (6" AT RESTROOiV 20 GAUGE METAL STUDS AT 24" OC FINISH PER SCHEDULE USE 112" GYPSUM BOARD (ONE SIDE). CONTINUE TO 1" ABOVE C BUNG, AS SCHEDULED USE 1/2" WATER RESISTANT GYPSUM BOARD AT WET AREAS UNDERSIDE OFROOF DECK. 3-518" 20 GAUGE -- METAL STUDS AT 24" CC FINISH PER SCHEDULE USEI~"GYPSUM BOARD(BOTH BIDES).CON~NUE TO DECK USE 1/2" WATER -- RESISTANT GYPSUM BOARD AT WET AREAS UNDERSIDE OF ROOF DECK. R-I 9 BATT INSULATION S" 20 GAUGE METAL STUDS AT 24" CC FINISH PER SCHEDULE USE 1/2" GYPSUM BOARD (ONE SIDE).~ CONTINUE ~ TO DECK USE 1/2" WATER RESISTANT GYPSUM BOARD AT WET AREAS 53GAL. WATER HEATER REF PLUMBING TANK FOR WATER HEATER DRIP PAN -- SHELF ON 2 x S FRAMING WITH WALL COVERING SEE P SHEETS FOR FILTER AND PUMP PLUMBING DETAILS FAUCET BASEAS SCHEDULED~ WATER HEATER ELEVATION (SIM) WALL COVERING AS SCHEDULED. EXTEND 1"ABOVE FINISH CEILING ~g I~ I J BUNDLE SYRUP LINES TOGETHER i~,'~ i IN GROUPS OF 4 FOR EASE OF i INSTALL. FEED FROM CEILING TG i 8" x 12" POCKET CUT INTO WALL. DECOR STRIPE NOTE: POCKET IN WALL TO SE BEHIND 4 BBL SLURPEE AND POSTMIX MACHINE, CENTERED BETWEEN TWO STUDS. REF EF SHEETS FOR LAYOUTEXACT EQUIPMENT POCKETS TO BE TRIMMED WITH FRP TO PREVENT WITH ICE DAMAGE TO LINES. TYP DISPENSER KICK PLATES 4 BBL AT CABINET SLURPEE AND CUPS BEVERAGE COUNTER ELEVATION REF. FLOOR PLAN SHEET A2.0 WALLCOVERING AS SCHEDULED 3'-4" BASE AS / SCHEDULED MEN'S RESTROOM SIDE ELEVATION 318" = 1'-0" WOMEN'S RESTROOM OPPOSITE SHEET A2.0 ~LL COVER NG SCHEDULI D PENSER / / SUPPLY AND SOAP HAND CL CL SCHEDULED MEN'S RESTROOM FRONT E EVATION TRANSITION STRIP, INSTALL PER MANUFACTURER'S SPECIFICATIONS NEWVCT,-- REFERENCE FINISH SCHEDULE CONTSEALANTAT DOORFRAME PORCELAIN / VCT ( TRANSITION STRIP DOOR HOLLOW METAL DOOR FRAME (BEYOND) PORCELAIN TILE, REFERENCE FINISH SCHEDULE EXISTING CONCRETE FLOORING TILE FLOOR SWEEP TRANSITION STRIP COOLER VAULT ANSITION STRIP KEY NOTES - FLOOR PLAN I PRECHARGED LINES IN WALL FOR REFRIGERATION ROUTED TD REMOTE CONDENSER UNIT FOR iCE DISPENSER AT POST MiX, REFERENCE MECHANICAL SHEETS, 2 PURIFIED WATER AND SYRUP LINES ROUTED OVERHEAD TO POSTMIX, SLURPEE AND ICE MAKER, REFERENCE PLUMBING SHEETS, 3 PROVIDE FULL HEIGHT CORNER GUARDS AND "T" MOLDING AT ALL OUTSIDE CORNERS AND F.R,P. JOINTS. CORNER GUARDS TO SE 1 1/2" X 1 1/2"X 120". TRIM "T" MOLDING AND CORNER GUARDS FLUSH AT TOP OF WALL BASE, COLOR: P1 O0 ~HITE. 4 PORCELAIN I VCT TRANSITION STRIP; REFERENCE DETAIL SHEET A2.0 AND MATERIALS FINISH SCHEDULE SHEET A3.0 FOR SPECIFICATIONS. 5 COOLER VAULT TRANSITION STRIP; REFERENCE DETAIL SHEET A2.B AND MATERIALS FINISH SCHEDULE SHEET A3.0 FOR SPECIFICATIONS. § WASTE CONTAINER, REFERENCE SHEET EEl, 7 VERIFY AREA INDICATED IN FRONT OF ENTRY DOOR IS LEVEL AND CLEAR. REPAIR AND/OR REPLACE CONCRETE PAVEMENT AS REQUIRED TO COMPLY W1TH LOCAL GOVERNING ACCESSIBILITY STANDARDS. 8 NEW SHELF FOR WATER HEATER - 3/4" PLYWOOD OVER 2XS FRAMING - PROVIDE PRP 0N ALL SIDES AND ADJACENT SURFACES PROVIDE 2X6 LEDGER SECURED TO SOLID WOOD BLOCKING WITH 3/8" O,D, LAG SCREWS, 12" C.C. MAX. 9 KOALA CARE BABY CHANGING STATION; MOUNT PER MANUFACTURER'S SPECIFICATIONS; REFERENCE A3.O MATERIALS SCHEDULE FOR SPECIFICATIONS. 10 PRE-FABRICATED COOLER WALLS, CEILING, DOORS AND RACKS. PROVIDED BY 7-ELEVEN. MAINTAIN 2" AIR SPACE BETWEEN COOLER AND ADJACENT WALLS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO FIELD VERIFY DIMENSIONS WITH 7-ELEVEN CONSTRUCTION MANAGER. 11 FROSTED WINDOW FILM AT INTERIOR OF GLASS; EXTEND FROM SILL TO 3'-0" A~F,F.; REFERENCE SHEET A3.D MATERIAL SCHEDULE FOR SPECIFICATIONS, 12 3LACKOUT WINDOW FILM AT INTERIOR OF GLASS; EXTEND FULL HEIGHT; N~P~NENCE SHEET A3.0 MATERIAL SCHEDULE FOR SPECIFICATIONS. 13 ~EW FLOOR DRAINS IN CUSTOMER RESTROOMS ARE TO BE FLUSH WITH TOP OF NEW TILE AND THE FLOOR SLAB IS TO SE FLAT. EXISTING ROUND --LOOR DRAIN COVERS ARE TO BE REPLACED W1TH SQUARE COVERS, IF THE EXISTING FLOOR SLOPES TO THE DRAIN, GENERAL CONTRACTOR IS TO RAISE THE DRAIN AND SLAB SHALL BE LEVELED USING A CEMENT BASED LEVELING COMPOUND, 14 PROVIDE CO2 FILL VAL~ ~E. MOUNT CENTERI.INE AT 6,.0,, A,F.F. COORDINATE LOCATION WITH 7.ELEVEN CONSTRUCTION MANAGER. 15 AL ,L COUNTER HEIGHTS TO BE A MAXIMUM OF 34. A.F.F. 16 NEWPICTUREWlNDOWSWIWHITETRIM&DIVIDEDLIGHTPANELS, TYP,~ALLNEWWINDOWLOCATiONS 17 NEW DOUBLE ENTRY DOOR W/WHITE TRIM & DMDED LIGFIT PANELS 18 NEW STRUCTURAL COLUMN. REFER STRUCTURAL DRAWINGS. 19 DOOR/WALLINFILLTO MATCHADJACENTWALLS. FIELD VERIFY MASONRY TYPE AND WALL CONSTRUCTION, AMGN/MATCH NEW WALL FINISHES WITH EXISTING TO PROVIDE SMOOTH UN-INTERRUPTED SURFACE. 2~ RUNN~NG B~ND P~RCELA~N T~LE FL~~R~NG PER MATER~ALS SC~ED~LE ~N A3~~~ 24~~ EDGE ~F T~LE T~ RUN PARALLEL WITH ENTRY ST~REFR~NT~ 21 CLEAR FLOOR SPACE PER SECTION 305.3 OF ICC/ANSI A117.1 ~ GENERAL NOTES CONTRACTORS SHALL NOT SCALE THESE DRAWINGS. IN THE EVENT CF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE 7-ELEVEN CONSTRUCTION MANAGER. GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS PRIOR TO START OF WORK, GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND CHARACT -RISTICS OF ALL WORK AND TO BE FURNISHED By OWNER OR OTHERS, WITH THE MANUFACTURER (J~R SUPPLIER BEFORE ANY EQUIPMENT CONSTRUCTION PERTAINING TO SAME IS BEGUN. ALL DIMENSIONS ON PLANS UNLESS OTHERWISE NOTED ARE FROM FACE OF GYPSUM BOARD ON EXISTING WALLS TO FACE OF GYPSUM BOARD ON NEW CONSTRUCTION. MO EXPOSED CONDUITIPIPEIETC, ON INSIDE OR OUTSIDE OF STORE EXCEPT IN BACKROOM. MAINTAIN A 2" AIR SPACE BETWEEN COOLER WALL AND BUILDING WALL OR ANY EQUIPMENT ADJACENT TO ;OOLER. WALK-IN COOLER SUPPLIED BY 7-ELEVEN, INC., INSTALLATION TO BE DETERMINED BY CONSTRUCTION ~IANAGER. FIRE EXTINGUISHER: #10 CLASS ABC WITH UL RATING 4A-60SC. SURFACE MOUNTED ON WALL WITH MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC, (COSMIC 10E) OR APPROVED EQUAL WITH INSPECTION TAG AS REQUIRED BY LOCAL CODES. ALL WOOD BLOCKING SUPPORTING MILL~RK, STANDARDS AND EQUIPMENT SHALL BE FIRE TREATED WOOD. SY OTHERS, GONDOLAS, AND FOOD AND BEVERAGE SERVICE PACKAGE ITEMS FURNISHED AND INSTALLED GENERAL CONTRACTOR TO COORDINATE WITH 7-ELEVEN CONSTRUCTION MANAGER FOR THE INSTALLATION OF SOAP AND SINGLE-USE TOWELS IN SANITARY DISPENSERS AT EACH HAND SINK LOCATION. SIGNAGE SN1 MEN'S RESTROOM (REF A3.31 SN2 WOMEN'S RESTROOM (REFERENCE DETAIL SHEET A3.01 3 EMPLOYEES ONLY 1'- 9 112", 10' - 0" 3' - 7 1/4" 8' - 4" 3' - 19 3~4" 6' - 3" 3' - 9" 6' - 3" 3' - 9" 3' - 9" FLOOR PLAN NOTE: REFER TO EF1, EF2 AND EF3 SHEETS FOR CABINET AND EQUIPMENT DESCRIPTIONS. ISSUE B L5~1C~11 PR-I STORE NO,: 34216 DOCUMENT DATE: 04/01/11 CHECKED BY: ATO DRAWN B~ C AM NEW YORK ALTERATION WARNING FLOOR PLAN W SCHEDULED CEILING WALLCOVE~ AS SCHEDULED 3 5/8" g~). METAL STUD FRAMING AT 2 -0" G.C, CONNECTIONS TO BE # 4 1" HEX HD. SCREWS, MIN. 3 EACH. -- #14 X I" HEX HD. SCREWS AT 8" O,C. W1TH 3/4" PENETRATION INTO COOLER PANELS CONT. NAILER WITH #14 X 1" HEX HD. SCREWS AT 8" O.C. FLUSH W/COOLER HEADER DECOR STRIPE OWNER FURNISHED CONTRACTOR INSTALLED FRP SHALL BE INSTALLED BEHIND THE COOLER DOOR FRAMES COOLERPANELS BY OTHERS VAULT DOOR WALL DETAIL AT COOLER METAL STUD WALL 16 GA. CONT. RUNNER TRACK ATTACHED TO EACH STUD WI (2) #10 TEK SCREWS 6" 18 G~ C STUD CEILING JOISTS AT 24" DC 3YP BD CEILING (MOISTURE RESISTANT AT WST ROOMS) FRP CEILING DETAIL 3;' = 1'-0" TYPICAL RESTROOM CEILING NOTE: ,, ENERAL CONTRACTOR TO PROVIDE MONITOR SUPPORT, ELECTRICAL AND 3/4 C~ONDUIT FROM CAMERA/MONITOR TO OFFICE IN CEILING. ANCHORED SECURELYABOVE CEILING BY GENERAL CONTRACTOR. EXPOSED 110V OUTLET MOUNTED IN MONITOR MOUNTING PLATE J-BOX FOR SECURITY CAMERA AND MONITOR DATA ~~ CABLES, SECURITY MONITOR IN STORE SUSPENDED THRU CEILING, LOCATION TO BE DETERMINED BY CONSTRUCTION MANAGER. CEILING TEES MOUNTING BRACKET BY OTHERS SE CURITY MONITOR MOUNTING BRACE TO ADJACENT WALL ~ 4'-0" MAX STUDS AT 48" D.C., ALTERNATE SIDES. PLAN 16 GA. CLIP ANGLE ~ __ SCHEDULED -- CEILING WALL COVERING, AS SCHEDULED DECOR STRIPE; SHEET A3.0 MATERIALS SCHEDULE FOR SPECS. WALL SUPPORt DETAIL 3/4" = 1'-0" TYPICAL WALL TYPES WT1 KEY NOTES & CONSTRUCTION RESPONSIBILITY SCHEDULE GC - GENERAL CONTRACTOR 7-11 - 7 ELEVEN, INC. LSI - LSI IND. SIR - SIEMENS RD - ROYSTON SCOPE OF WORK NEW CEILING PER FINISH SCHEDULE OPEN TO STRUCTURE ABOVE VAULT. NEW SECURITY CAMERAS, LDCATE BEHIND EACH POS. 8'-0" TO 8'-O% MICROPHONES TO BE P£ ACED ABOVE EACH POS LOCATION AT CUSTOMER SIDE OF 3OUNTER, ~EW SECURITY CAMERA AND MONITOR. -- 7-1~ ELECTRIC CLOCK, REFER TO A3,0 MATERIALS SCHEDULE FOR MOUNTING HEIGHT. 'HUS - HUSSMAN INSTALL BY REMARKS SIR GC RCP LEGEND (NOT ALL SYMBOLS USED IN PLAN) REFERENCE ELECTRICAL & MECHANICAL DRAWINGS TO DETERMINE IF LIGHTING, SIGNS, SUPPLY, RETURNS AND EXHAUSTS ARE NEW, RELOCATED, OR EXISTING. HVAC Air SUPPLy ~(~ EXIT SIGN HVAC RETURN ~ CEILING MOUNTED EXIT SIGN FLUORESCENT LIGHT FIXTURE ~ MICROPHONE C LED LIGHT FIXTURE O SECURITY CAMERA () PENDANT UGHT FIXTURE ~ SECURITY CAMERA ~ SECURITY MONITOR ~ EXHAUST FAN [~ EMERGENCY LIGHT (~ GOOSENECK LIGHT FIXTURE 106 FREEZER ICE 108 107 ] MERCHANDISE 101 ~TH GYPSL BOARD AND 102 BACKR 103 105 RE FFLECTED CEILING PLAN 1/4" = 1 '-0" STORE NO.: 34216 DOCUMENT DATE: 5/18/11 CHECKED BY: ATD DRAWN BY: CAM NEW YORK ALTERA~ON WANNING REFLECTED CEILING PLAN GUTTER AND DOWNSPOUT SIZING 3254 SQ.FT. ROOF AREA / 4 DOWNSPOUTS = 894 SO.FT. 9.2 IN./HR. RAINFALL RATE FOR MATTITUCK, NY 6" / 1 FT. ROOF SLOPE (NEW), 3" / 1FT ROOF SLOPE (EXISTING) GUTTER SIZE = 4"X4" MIN. ACTUAL = 4"X4" SQUARE GUTTER DOWNSPOUT SIZE = 3"X4" MIN. ACTUAL = 3"X4" RECTANGULA~ DOWNSPOUTS PREFINISHED COMMERCIAL GRADE 4'X4" GUTTER-COORDINATE COLOR WITH CONSTRUCTION MANAGER GAF-ELK ASPHALT SHINGLE ROOF, PATTERN IN WEATHERED WOOD, OVER EXISTING ROOF STRUCTURE. PROVIOE THE APPROPARIATE UNDERLAYMENTS AND VENTILATION AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. PROVIDE ADDITIONAL EATT INSIJLATION BELOW ROOF DECK AS NEEDED TO ACHIEVE R-30. SEE STRUCTURAL DRAWINGS FOR ROOF STRUCTURE PREFINISHED COMMERCIAL GRADE 3'X4" -- DOWNSPOUTS-COORDINATE COLOR WITH CONSTRUCTION MANAGER, PREFINISHED COMMERCIAL GRADE 4"X4" GUTTER-COORDINATE COLOR WITH CONSTRUCTION MANAGER. PREFINISHED COMMERCIAL GRADE 3"X4" DOWNSPOUTS-COORDINATE COLOR WITH CONSTRUCTION MANAGER. - PREFINISHED COMMERCIAL GRADE 3"X4" DOWNSPOUTS- COORDINATE COLOR WITH CONSTRUCTION MANAGER 16' - 7 1/2" ~ 32' - 9" ROOF PLAN ["lJ,iTI ,, , i i, ' i i h, ; i '=, T ,i i ) I,[I,,. ,i '1 I '1 ]'~ j ' ?? GAF-ELK ASPHALT SHINGLE ROOF, NATURAL -- SHADOW PATTERN IN WEATHERED WOOD, OVER NEW ROOF STRUCTURE. PROVIDE THE APPROPARIATE UNDERLAYMENTS AND VENTILATION AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. INSTALL R-30 BATT INSULATION BELOW ROOF DECK. SEE STRUCTURAL DRAWINGS FOR ROOF STRUCTURE ~SPHALT SHINGLE ROOF, NATURAL SHADOW PATTERN IN WEATHERED WOOD, OVER EXISTING ROOF STRUCTURE. PROVIDE THE APPROPARIATE UNDERLAYMENTS AND VENTILATION AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. PROVIDE ADDITIONAL BATT INSULATION BELOW ROOF DECK AS NEEDED TO ACHIEVE R-30. SEE STRUCTURAL DRAWINGS FOR ROOF STRUCTURE PREFINJSHED COMMERCIAL GRADE 3"X4" DOWNSPOUTS-COORDINATE COLOR WITH CONSTRUCTION MANAGER. PREFINISHED COMMERCIAL GRADE 4"X,¢" GUTTER-COORDINATE COLOR WITH CONSTRUCTION MANAGER. PREFINISHED COMMERCIAL GRADE 3"X4" DOWNSPOUTS-COORDINATE COLOR WITH CONSTRUCTION MANAGER. ELEVEn ISSUE BLOCK STORE NO.: 34216 DOCUMENT DATE: 04-/01/11 CHECKED BY: ATO DRAWN BY: CAM APR 0 6 2011 NEW YORK ALTERATION WARNING ROOF PLAN 1/2" DIA X 1 '-0" SMOOTH DOWEL EMBEDDED 6" INTO EXISTING SLAB AND AT 18" CC PROVIDE (2) DOWELS MIN. EACH S~DE OF TRENCH DOWELING TO BE A MAXIMUM OF 6" FROM EDGE OF NEW CONCRETE INFILL PLAN NOTE: DEPTH TO BE DETERMINED PER FIELD CONDITIONS AND LOCAL CODES. TRENCHING DETAIL 1/2 OF TRENCH WIDTH (12" MAX) EACH SIDE CONCRET SLAB TO VAPOR RETARDER WHERE UNDER EXISTING SLAG MATCH EXISTING (4" MIN) -- 2" FINE AGGREGATE BASE COURSE AGGREGATE BASE CONDUIT OR PIPE 2" SAN D CUSHION TEMPERED GLASS. COORDINATE MUNTINS AND COLOR WITH CONSTRUCTION MANAGER. AS SCHEDULED NOTE: ALL DOOR TYPES MAY NOT BE USED WALL 0" AS SCHEDULED KICK PLATE TYPE 1 DOOR ALUMINUM & GLASS ENTRY DOORS AS SCHEDULED TYPE 2 DOOR HOLLOW METAL RESTROOMS AS SCHEDULED BACKPLATE RAISED IMAGE/ BRAILLE PATTERN FOAM TAPE 1/32" RAISED GRAPHICS SN1 ~ SN2 RESTROOM SILAGE SPECIFICATIONS HOLLOWExiT DooRMETAL HOLLOWoFFicEMETAL 1. LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMILAR SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAMS. THE BORDER DIMENSION OF THE PICTOGRAM SHALL SE 6" MINIMUM IN HEIGHT THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON- 2. GLARE FINISH CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO 3. WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL SE 60" A.F.F. TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH S[GNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. ( ..RT. STROOM WALL SlGNAGE & SYMBOLS AS SCHEDULED I I WALL TYPE REF WALL TYPES SHEET A2,0 METALSTUD BOX BEAM HEADER CONTINUOUS SEALANT, EACH SIDE J METAL FRAME ANCHORS, MIN. 3 PER 1 3/4" JAMB MIN DOOR AS SCHEDULED; REFERENCE SHEET A3.0 DOOR HEAD / JAMB DETAIL PAINTING SCHEDULE ALL PAINT MAY NOT BE USED) PAINT MANUFACTURER APPLICATION COLOR FINISH VEHICLE 1 .BEHR PAINT EXTERIOR DOORS AND DOVE WiNG SEMI GLOSS DTM LATEX ENAMEL FRAMES (INTERIOR SIDE 2-5050-01 ONLY) DOVE WING 2-5850-01 DOVE WING 3050 DOVE WING 2-5550 DOVE WING - REFLECTIVE VALUE 78.8% INTERIOR DOORS AND FRAMES INTERIOR GYPSUM BOARD SURFACES INTERIOR METAL POSTS AND iPOWER DROPS. EXTERIOR WALLS , EXTERIOR TRIM iEXTERIOR DOORS, FRAMES, MECHANICAL ENCLOSURE, GATE STRUCTURE, GRAVEL _ _GU~!AND LIGHT PO[~ SANDY WHITE 5050 3TM LATEX ENAMEL LATEX ENAMEL DTM LATEX ENAMEL SEMIGLOSS SEMI-GLOSS SEMI-GLOSS SEMI-GLOSS ACRYLIC LATEXENAMEL ACRYLIC LATEX ENAMEL SIERRA HILLS SEMI-GLOSS 5400 DOOR HARDWARE SCHEDULE ALL HARDWARE SETS MAY NOT BE USED KAWNEER CUSTOM DOORS CONTACT: CHERYLWILKERSON CHERYLWILKERSON@ALCOA.COM 317.771.9263 P STOREFRONT CONT RACTOI~ SHALL CONTACT CHERYL WILKERSON AND REQUEST 7-ELEVEN NATIONAL PRICING. HARDWARE SET NO, 1 (ENTRY DOOR) 1 ~1/2 PAIR NAWNEER STANDARD SUTF HINGES (3 PER LEAF) RAWNEER STANDARD MS DEADBOLT WITH (1) KAWNEER CYLINDER (1) THUMB TURN (ACTIVE LEAF KAWNEER STANDARD FLUSHBOLTS (1 } PAIR (INACTIVE LEAF) KAWNEER CO-9 / SP-]I SINGLE ACTING PUSH & PULL HARDWARE, US32D FINISH NORTON 160'1 SURFACE CLOSE, WITH BACNCHECK, WITHOUT HOLD OPEN KAWNEER STANDARD 1/2" X 4" MILL FINISH ALUMINUM THRESHOLD HARDWARE SET NO, 2 DOOR (NEW RESTROOM) 3 EA. BUTFS TA2714 4-1/2" X 4-112" NRP 260 MCKINNEY EA. PRIVACY SET 28*65U65-KL-26D SARGENT EA. CLOSER 4051 MED DUTY AL UNIVERSAL HARDWARE EA. STOP FS13 W/R14 RISER 260 IVES EA. KICK PLATE 34" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY HARDWARE SET NO. 3 (NEW BACKROOM} 3 EA. BUTTS TA2714 4-112" X 4-1/2" NRP 260 MCKINNEY 1 EA, PUSH/PULL 28-65U15-KL-26D SARGENT 1 EA. CLOSER 4051 MED DUTY AL UNIVERSAL HARDWARE 1 EA. NICK PLATE 34" X 34" 0 050 SATIN STAINLESS STEEL - PUSH SIDE ONLY 1 EA. MAGNETIC SW351-MDA SWANN DOOR ALARM HARDWARE SET NO. 4 (NEW REAR EXIT) 3 EA. BUTTS TA2714 4-1/2" X 4-1/2" NRP 2BD MCKINNEY 1 EA EXIT DEVICE DETEX ALARM V40, #ECL-230D W/PANIC HARDWARE 1 EA CLOSER 4051 MED DUTY AL UNIVERSAL HARDWARE 1 SET WEATHER STRIP 319CR PEMKO 1 EA. RAIN DRIP 348-C-36" ALUM PEMKO I EA. DOOR BOTTOM 216-AV-36" PEMKO I EA. THRESHOLD 170-A-36" PEMKO HARDWARE SET NO, 5 (NEW OFFICE) 3 EA. BUTTS TA2714 4-1/2" X 4-1/2" NRP 260 MCKINNEY 1 EA, LOCK SET W/ 28-65G37-KL-26D W/f;N75, 260 SARGENT DEAD BOLT & THUMB LATCH 1 EA. STOP FS13 W/R14 RISER 260 IVES 2 EA DOOR VIEWER U-10348 DEFENDER SECURITY 1 EA, CLOSER 4051 MED DUTYAL UNIVERSAL HARDWARE HARDWARE SET NO. 6 (NEW CDC TOTE) ~ EA. BUTTS TA2714 4-1/2" X 4-1/2" NRP 260 MCKINNEY I EA. CHAIN STOP HEAVY DUTY CRASH STOP HOME DEPOT t EA. LOCK SET 8245 LNL 260 SARGENT I EA. WEATHER STRIP 319CR PEMKO ~ EA. RAIN DRIP 346-C~36" PEMKO 1 EA. DOORBOTTOM 216-AV-36" PEMKO 1 EA, THRESHOLD 170-A-36" PEMKO 1 EA. LOCK GUARD LG1320 IVES HARDWARE SET NO. 7 (NEW ELECTRICAL) 3 EA. BUTTS TA2714 4-1/2" X 4-1/2" NRP 260 MCKINNEY 1 EA. CHAIN STOP HD 1 SET WEATHER STRIP 319CR PEMKO 1 EA. RAIN DRIP 346-,3,-36" ALUM PEMKO 1 EA, THRESHOLD 170-A~36" PEMKO 1 EA LOCK SET 8245 LNJ 260 SARGENT 1 EA. LOCK GUARD LG1320 IVES HARDWARE SET NO, 8 (EXISTING DOOR) EXISTING TO REMAIN REKEY AND TURN NEW MASTER OVER TO 7-ELEVEN BUILDING OWNER HARDWARE SET NO, 9 (EXISTING DOOR) I EA. KICK PLATE 34" X 34" 0.050 SATIN STAINLESS STEEL - PUSH SIDE ONLY HARDWARE SET NO. 10 (EXISTING DOOR) EA PASSAGESET 28-65U15 260 SARGENT HARDWARE SET - PASSAGE SET - ALTERNATE KNOB FOR PASSAGE ONLY IEA PASSAGE SET 28-65U15 260 SARGENT BROWN SUGAR 2-5853 SEMI-GLOSS DTM LATEXENAMEL ONE WAY GLASS WALL SIGN VIEWER AS SCHEDULED EQ. EQ. 103A 3 3 1030 4 4 104 2 2 106 5 5 105 2 2 DOORSCHEDULE MATERIALS DETAILS FRAME DOOR OPENING SIZE 2 (3'-0" X 7'-0") PROVIDE A SIGN ABOVE THE ENTRY DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". REMARNS TYPE 3 DOOR HOLLOW METAL BACK ROOM DOOR ROOM FINISH SCHEDULE FLOOR BASE WALLS CEILING MATERIALS SCHEDULE (ALL MATERIALS IN SCHEDULE MAY NOT BE USED) BABY CHANGING STAT[ON CORNER GUARDS VINYL TILE FLOORING (FURNISHED BY SEI., GENERAL ~ONTRACTOR INSTALLED) (FORNISHED BY SEI, GENERAL CONTRACTOR INSTALLED) (FURNISHED BY SEI,~ENERAL CONTRACTOR INSTALLED) 1 MARL TE 'FRP': (CONTRACTOR TO COORDINATE WITH 7-ELEVEN 1-1/2" X 1-1/Z' X 120" 1. TYPE 1 - VINYL COMPOSITION TILE CONSTRUCTION MANAGER) COLOR: P100 WHITE. ARMSTRONG "EXCELON" COLOR: #51858 PROVIDE FULL HEIGHT CORNER GUARDS AND 'T' MOLDING AT SANDRIFT WHITE 1. KOALA KARE ADA COMPLIANT BABY CHANGING ALL OUTSIDE FRP CORNERS AND FRP JOINTS. TRIkMOLDING STAT ON MOUNT PER MANUFACTURERS INSTRUCTIONS AND CORNER GUARDS FLUSH AT TOP OF WALL BASE, 2, INSTALLATION: VeT IS HIGHLY POROUS. ' THIS POROSITY IS NECESSARY TO ACHIEVE COMPLCURING, (35" A.F.F. TO TOP OF BED) CROWN MOLDING ONLY DRY MOPPING W/CLEAR WATER IS ACCEPTABLE FOR BASE (FURNISHED BY SEI, GENERAL CONTRACTOR INSTALLED) 1. VINYL BASE: "WITH 3/8" RADIUS ROPPE -4" "DARK GRAY" (USE 6" IF REQUIRED BY LOCAL CODE) (FURNISHED BY SEI iNSTALLED By GENERAL CONTRACTOR) 2. TILE BASE: EUROWEST WITH 3/8" RADIUS BEIGE STROKE §" x 12" HONED FINISH SANITARY COVE BASE BEIGE STROKE 1" x 6" HONED FINISH INSIDE CORNER BEIGE STROKE 1" x 6" HONED FINISH OUTSIDE CORNER FURNISHED BY SEI, INSTALLED BY KYSOR 3. GALVANIZED COVE BASE: WITH 3/8" RADIUS SMOOTH PEBBLE TEXTURE 4" COVE BASE AROUND INTERIOR PERIMETER OF WALK-IN COOLER UNITS CEILING (FURNISHED BY SEI, GENERAL CONTRACTOR INSTALLED) 1. TILE: ARMSTRONG CEILING TILE, 2' X 4' GEORGIAN WASHABLE #793 FIRE CLASSIFICATION. TYPE A FLAME SPREAD: 25 SMOKE DENSITY. 50 LIGHT RV, 88% TILE: ARMSTRONG CEILING TILE, 2' X 2' GEORGIAN WASHABLE #764 FiRE CLASSIFICATION, TYPE A FLAME SPREAD: 25 SMONE DENSITY: 50 LIGHT RV: 88% 3. GRID. WHITE USG, SUSPENSION SYSTEM - DXL26 CERAMIC WALL TILE (FURNISHED BY SSI, GENERAL CONTRACTOR INSTALLED) 1. GLAZED WALL TILE 6" X 6", SNOW WHITE SEMI GLOSS GLAZED RADIUS TILE 2" X 6", SNOW WHITE SEMI GLOSS (AT VAULT DOORS THAT ARE EXISTING) GLAZED SURFACE CAP TIkE 6" X 6", SNOW WHI]E SEMI GLOSS BULL NOSE (OUTSIDE WALL CORNERS) GLAZED WALL TILE 6" X 6", RED PEPPER SEMI GLOSS FEATURE STRIPE WITH 6" X 6" BU~-L NOSE AT OUTSIDE WALL CORNERS 2. GROUT: WHITE; GROUT JOINTS: 1/16" CONTACT SEI CONSTRUCTION MANAGER ,CLOCK (FURNISHED AND INSTALLED BY GENERAL CONTRACTOR) 1. ELECTRIC CLOCK: GRAINGER#EH351 - 14" WHITE COLOR CASE: MOUNT BOTTOM QF CLOCK AT 8'-1" A.F.F. AT THE TOP OF DECORATIVE STRIPE, REF A2.1 FOR LOCATION (FURNISHED BY SEI, GENERAL CONTRACTOR INSTALLED) PINE TO MATCH PATTERN. DOOR sETTINGS MAXIMUM DOOR OPENING EFFORTS' EXTERIOR DOORS - 5 LBS MAX. INTERIOR DOORS - 5 LBS MAX. FIRE DOORS - 15 LBS MAX. METAL STUDS (FURNISHED AND INSTALLED BY GENERAL CONTRACTOR) DIETRICH METAL FRAMING ICC# -ESR1977 IAPMO# - ES-0189 PORCELAIN TILE FLOORING (FURNISHED BY SEI, GENERAL CONTRACTOR INSTALLED) 1. TILE: EUROWEST EW BEIGE STROKE 12" X 24" X 3/8" RECTIFIED PORCELAIN BRUSHED HONED FINISH 2. SETTING MAT THIN SET, MULTISET COLOR- GRAY 3. GROUT THIN SET, MULTISET 25 LB SANDED GROUT COLOR' ~09 NATURAL GREY 4, CLEANING PRODUCTS FILA - DETERDEK 5 LITER (INITIAL CLEANING BY Ge} 5. USE1/8" GROUTLINEWITH INSTALLATION OF TILES PORCELAIN FLOOR TILE, GROUT, EPOXY AND SETTING MATERIAL AND CLEANER ARE PROVIDED BY SEI, GENERAL CONTRACTOR INSTALLED. GENERAL CONTRACTOR SHALL CONTACT 7-ELEVEN CONSTRUCTION MANAGER FOR EUROWEST TILE ORDER FORM. SEALED CONCRETE SLAB (FURNISI~ED AND [NSTALLED BY GENERAL CONTRACTOR) 1. EXPOSED CONCRETE - SEALED, 2 COATS SCOFFIELD SYSTEMS CURE SEAL - S 2. EXPOSED CONCRETE - SEALED, 2 COATS ~Z POLYMER EPOXY #600 CLEAR STRIPE DECOR PACKAGE (FDRNISHED BY SEI., GENERAL CONTRACTOR INSTALLED) LSI SGi INTEGRATED GRAPHIC SYSTEMS CONTACT 7-ELEVEN CONSTRUCTION MANAGER FOR MORE INFORMATION TRANSITION STRIP (FURNISHED BY SEI, GENERAL CONTRACTOR INSTALl-ED} 1. (PORCELAIN TILE TO DOOR THRESHOLDS) SCHLUTER SYSTEMS, AEU 100.8 LFIPC (ORDER FROM EUROWEST) 2. (PORCELAIN TILE TO FINISHED CONCRETE OR VCT) SCHLUTER SYSTEMS, AE 100.0LF/PC (ORDER FROM EUROWEST) 3 (VINYLTILETO FINISHED CONCRETE) NGP, 8132 AL TRANSITION, 6' (ORDER FROM HOME DEPOT) THE FIRST FOUR DAYS APl ER INSTALLATION. SEALING: TO SEAL AND PROTECT, A MINIMUM OF 5-7 W/COATS ARE REQUIRED OVER 48 HOURS. CLEANING: ONLY NEUTRAL FLOOR CLEANERS W/A DILUTErpH OF 6.5 -7.5 WILL NOT DAMAGE THE FINISH OR COMPOSITION OF THE TILE. .WALK IN COOLER (FURNISHED BY SEI, INSTALLED BY MANUFACTURER) WALL AND CEILING INSULATED PANELS HAVE PRE-FINISHED GALVANIZED METAL ON BOTH SIDES WITH AN INTERIOR METAL BASE A MINIMUM OF 4" AND A MINIMUM 3/8" RADIUS. UL~ R10631 WALL COVERING/SLATWALL (FURNISHED BY SEI., GENERAL CONTRACTOR INSTALLED) 1. MARLITE 'FRP' P-'] O0 SMOOTH GLOSS, PEBBLE FINISH -WHITE FIRE CLASSIFICATION: TYpE C FLAME SPREAD: <200 SMOKE DENSITY: <455 LIGHT RV, 83.0% MARLITE DISPLAY WALL: 3/4" MELAMINE FROST WHITE #DW6415 FINISH SLATWALL PANELS WITH #9101 ALUMINUM INSERTS FIRE CLASSIFICATION: TYPE C FLAME SPREAD' <195 SMONE DENSITY: <145 3, WALN-IN COOLERUNITWALLS' INTERIOR: SMOOTH PEBBLE TEXTURE GALVANIZED SKIN EXTERIOR. MARLITE 'FRP' APPLIED WITH MARLITE C-375 CONSTRUCTION ADHESIVE. WINDOW FILM (FURNISHED BY SEI, GENERAL CONTRACTOR INSTALLED) FROSTED WINDOW FILM (OWNER PROVIDED) (CONTRACTOR INSTALLED) CONTACT: VICKI MANCILL - 713.744.4178 2 BLACKOUT WINDOW FILM (FURNISHED BY GC, INSTALLED BY 3M CERTIFIED INSTALLER) TWO FILM INSTALLATION: FILMS TO BE INSTALLED ON THE INTERIOR FIRST FILM' "3M - SILVER P18" UV REFLECTIVE FILM SECOND FILM: "3M - 3635-200" BLACKOUT CONTACT FOR PRICE AND INSTALL JIM MANNIX ~ jemannix@3m.com CELL- 612,325.6509 VM-651.733.2222 DISCLAIMER EXISTING CONDITIONS SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE BASED ON DRAWINGS AND OR INFORMATION PROVIDED TO HFA BY THE OWNER OR THE OWNER'S DULY AUTHORIZED REPRESENTATIVE. HFA HAS NOT FIELD VERIFIED THE EXISTING CONDITIONS INFORMATION AND ASSUMES NO RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. ~[APdL[ S ON FRENCH 809 S.W. A Street, Suite 201 BentonvJlle, A~kansas 72712 t 479.273.7780 f 479.273.9486 ELEVEn ISSUE BLOCK STORE NO,: 34216 DOCUMENT BATE: 04/01/11 CHECKED BY' AID DRAWN BY: C AM MATERIALS, ROOM &DOOR SCHEDULES IsREET: A3'O 'I NEW GAF-ELK ASPHALT SHINGLE ROOF, NATURAL SHADOW PATTERN IN WEATHERED WOOD NEW GOOSENECK LIGHTING FIXTURES ABOVE FASCIA SIGN NEW PREFINI~ GRADE GUTTER AND DOWNSPOUTS- COORDINATE COLOR WITH CONSTRUCTION MANAGER HIGH-IMPACT EIFS FASCIA. PAINT' BEHR- MOON RISE W-F-700 NEW 10" SQUARE DECORATIVE COLUMN WITH 12" SQUARE COLUMN EASE PAINT COLUMN, BEHR- MOON RISE W-F-700 4"PRECASTCONCRETE~ ELDORADO VENEER STONE- NANTUCKET NEW NICHIHA FIBER CEMENT -- SIDING- NICHIBOARD, 7-1/4" PROFILE WITH CEDAR FINISH. PAINT: BEHR- GENTLE RAIN 790E~2 NEW 4" PRECAST CONCRETE SILL NEW"ELDORADO"STONE VENEER, NANTUCKET EW WHITE VINYL PREMANUFACTURED CUPOLA BY GOOD DIRECTIONS, STYLE: DOVER. 54" SQUARE BY 75" TALL. NEW NICIBHA FIBER CEMENT SIDING OVER EXISTING WALL- NICHI- STAGGERED SHAKE PANELS WITH CEDAR TEXTURE, PAINT: BEHR- GENTLE RAIN 790E-2 SMOOTH SURFACE. 5 1/2" WIDE, 3/4" PROFILE. PAINT: BEHR- MOON RISE W-F-700 ;EMENT SIDING OVER EXISTING WALL- NICHIBOARD, 7-1/4" PROFILE WITH CEDAR TEXTURE. PAINT: BEHR- GENTLE RAIN 790E-2 NEW BREAK METAL FASCIA- COORDINATE COLOR WITH CONSTRUCTION MANAGER EXISTING ROOF (FIELD VERIFY -- NEW PRE-FINISHED COMMERCIAL GRADE GUTTER AND DOWNSPOUTS- COORDINATE COLOR WITH CONSTRUCTION MANAGER -- WALL PACK- REFERENCE ELECTRICAL DRAWINGS T.O, PRECAST SILL NEW 4" PRECAST CONCRETE SILL -- NEW "ELDORADO" STONE VENEER- NANTUCKET, OVER EXISTING WALL RIG HT SIDE ELEVATION 1/4" = 1'-0" NEW WHITE VINYL PRE- MANUFACTURED CUPOLA BY GOOD DIRECTIONS, STYLE DOVER. 54" SQUARE BY 75" TALL. - NEW NICHIHA FIBER CEMENT SIDING- NICHISTAGGERED SHAKE PANELS WITH CEDAR TEXTURE. PAINT. BEHR- GENTLE RAIN 790E-2 - NEW GOOSENECK LIGHTING FIXTURES ABOVE FASCIA SIGN NEW WOOD SIGN BY SIGN CONTRACTOR NEW GAF-ELKASPHALT -- SHINGLE ROOF, NATURAL SHAE~OW PATTERN IN WEATHERED WOOD, OVER EXISTING ROOF STRUCTURE NEW PREFINISHED COMMERCIAL GRADE GUTTER AND DOWNSPOUT~ COORDINATE COLOR WITH CONSTRUCTION MANAGER HIGH-IMPACT EIFS FASCIA. PAINT: -- BEHR- MOON RISE W-F-700 STOREFRONT SYSTEM WITH 1" INSULATED GLASS. COORDINATE MUNTINS AND COLORS WITH CONSTRUCTION MANAGER, TYP. NEW 10" SQUARE DECORATIVE -- COLUMN WITH 12" SQUARE COLUMN BASE. PAINT COLUMN: BEHR- MOON RISE W-F-700 NEW4 PRECAST CONCRETE SILL NEW ELDORADO STONE VENEER- NANTUCKET NEW KAWNEER 451T ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS AND CUSTOM DOORS. COORDINATE MUNTINS AND COLORS WITH CONSTRUCTION MANAGER, TYP. 10' - 0" 10' - 0" 6' - 5" 3'-9" 6'-0 1/4" 3' - 9 3/4" FRONT ELEVATION 1/4" = 1'-0" 3' - 7" 6' - 5" 3~ - 7" 6' - 5" 14' - 9 3/4" NEW BREAK METAL FASCIA- COORDINATE COLOR WITH CONSTRUCTION MANAGER -- NEW NICHITRIM BOARD- SMOOTH SURFACE. 5 1/2" WIDE, 3/4" PROFILE, PAINT: SEHR- MOON RISE W-F-700 -- NEW PRE-FINISHED COMMERCIAL GRADE GUTTER AND DOWNSPOUT- COORDINATE COLOR WITH CONSTRUCTION MANAGER EXISTING ROOF (FIELD VERIF~ -- WALL PACK - REFERENCE ELECTRICAL DRAWINGS ,f NEW NICHIHA FIBER CEMENT SIDING- NICHIBOARD, 7-1/4" PROFILE WITH CEDAR TEXTURE. PAINT' BEHR- GENTLE RAIN 790E-2 T.O, PRECAST SILL FINISH FLOOR ELEVEn ISSUE BLOCK STORE NO.: 34216 GOCUBENT DATE: 04/01/11 CHECKED BY: ATD DRAWN B~ C AM APR 0 6 2011 NEW YORK ALTERA~ION WARNING ELEVATIONS A4.0 WALL PACK - REFERENCE ELECTRICAL DRAWINGS NEW WHITE VINYL PREMANUFACTURED ~ CUPOLA BY GOOD DIRECTIONS. STYLE' DOVER. 54" SQUARE BY 75" TALL. I NEW NICHIHA FIBER CEMENT SIDING OVER EXISTING WALL- NICHISTAGGERED SHAKE PANELS WITH CEDAR TEXTURE. PAINT: I BEHR- GENTLE RAIN 790E-2 NEW NICHITRIM BOARD- SMOOTH -- SURFACE. 5 112" WIDE, 3/4" PROFILE. PAINT: EEHR- MOON RISE W-F-700 NEW NICHIHA FIBER CEMENT SIDIN.( EXISTING WALL- NICHIBOARD, 7-1/4" PROFILE WITH CEDAR TEXTURE. PAINT: BEHR- GENTLE RAIN 790E-2 NEW BREAK METAL FASCIA- COORDINATE COLOR WITH CONSTRUCTION MANAGER EXISTING ROOF (FIELD VERIFY~ NEW PRE-FINISHED COMMER GRADE GUTTER AND DOWNSPOU% COORDINATE COLOR WITH CONSTRUCTION MANAGER WALL PACK- REFERENCE ELECTRICAL DRAWINGS RECA~ST SILL FINISH FLOOR NEW 4" PRECAST CONCRETE SILL NEW "ELDORADO" STONE VENEER- NANTUCKET, OVER EXISTING WALL L NEW WALL INFILL IN EXISTING OPENINGS LEF T SIDE ELEVATION NEW WHITE VINYL PRE- MANUFACTURED CUPOLA BY GOOD DIRECTIONS. STYLE' DOVER. 54" SQUARE BY 75" TALL. 32' - 9" PREFINISHED COMMERCIAL GRADE DOWNSPOUT, TYP.- COORDINATE COLOR WITH CONSTRUCTION MANAGER BACK ELEVATION GLE ROOF, NATURAL SHADOW PATTERN IN WEATHERED WOOD NEW GOOSENECK LIGHTING FIXTURES OVER SIGN PREFINISHED COMMERCIAL GRADE GUTTER AND DOWNSPOUTS- COORDINATE COLOR WITH CONSTRUCTION MANAGER HIGH-IMPACT EIFS FASCIA. PAINT: BEHR- MOON RISE W-F-70O NEW 10" SQUARE DECORATIVE COLUMN WITH 12" SQUARE COLUMN BASE. PAINT COLUMN: BEHR- MOON RISE W-F-700 ELDORADO VENEER STONE- NANTUCKET GAF-ELK ASPHALT SHINGLE ROOF, NATURAL SHADOW PATTERN IN WEATHERED WOOD, OVER EXISTING ROOF STRUCTURE PREFINISHED COMMERCIAL GRADE GUTTER- COORDINATE COLOR WITH CONSTRUCTION MANAGER EXISTING ROOF (FIELD VERIFY NEW FASCIA BOARD AND BREAK METAL WRAP TO MATCH ADDITION 31DING OVER EXISTGING WALL- NICHIBOARD, 7-1/4" PROFILE WITH CEDAR TEXTURE. PAINT: BEHR- GENTLE RAIN 790E-2 NEW 4" PRECAST CONCRETE SILL T.O. PRECAST SILL FINISH ~ FLOOR NEW"ELDORADO"STONE VENEER-NANTUCKET OVER EXISTING WALL ISSUE BLOCK STORE NO,: 34216 DOCUMENT DATE' 04/01/11 CHECKED BY: ATO DRAWN BY: CAM APR O6 NEW YORK ALTERATION WARNIN6 ELEVATIONS ]D"EET=A4' 1 I CAF-ELK ASPHALT SHINGLE ROOF, NATURAL SHADOW PATTERN IN WEATHERED WOOD, OVER EXISTING ROOF STRUCTURE. -- PROVIDE ADDITIONAL BATT INSULATION BELOW ROOF DECK AS NEEDED TO ACHIEVE R-30. UNDERLAYMENT AS REQUIRED BY ROOF MANUFACTURER -- EXISTING SHEATHING -- NEW 1X WITH BREAK METAL FASCIA- COORDINATE COLOR WITH CONSTRUCTION MANAGER -- NEW VENTED WHITE ALUMINUM SOFFIT 8"XB"X16" CMU NICHISTAGGERED SHAKE PANELS, PAINT: BEHR- GENTLE RAIN 790E-2, INSTALL PER MANUFACTURER RECOMMENDATIONS FLASHING PER MANUFACTURER RECOMMENDATIONS EXISTING ROOF (FIELD VERIFY NICHITRIM- INSTALL PER MANUFACTURER RECOMMENDATIONS NEW 6" METAL STUD FURR-OUT WITH R-19 BA~r INSULATION 1/2" GYPSUM BOARD- FINISH AS SCHEDULED EXISTING WALL NICHIBOARC, 7-1/4" PROFILE WITH CEDAR TEXTURE. PAINT, BEHR- GENTLE RAIN 790E-2. iNSTALL PER MANUFACTURER RECOMMENDATIONS, HORIZONTAL REINFORCING AT 16" D.C. REF STRUCTURAL INFILL EXISTING OPENING WITH NEW WALL- MATCH EXISTING CONSTRUCTION VERTICAL REINFORCING- REF. STRUCTURAL FLASHING PER MANUFACTURER RECOMMENDATIONS PRECAST CONCRETE SILL T,O, PRECAST~ ELDORADO STONE VENEER, NANTUCKET FINISH F~ EXISTING SLAB AND FOOTING ( SECTION AT EXISTING SOUTH WALL -- 3AF-ELK ASPHALT SHINGLE ROOF, NATURAL SHADOW PATTERN IN WEATHERED WOOD R-30 BATT INSULATION UIRED BY ROOF MANUFACTURER WOOD TRUSS BY OTHERS 5/8" APA RATED SHEATHING ' 2X4 WOOD FRAMING EXISTING ROOF(FIELD ~"BOND BEAM 1/2" PLY~NOOD SHEATHING HIGH-IMPACT EIFS 3"X4" PREFINISHED METAL DOWNSPOUT- COORDINATE COLOR WITH CONSTRUCTION MANAGER COLUMi~, BEYOND 6" METAL STUD FURR-OUT WITH BATT INSULATION FRP OVER 1/2" GYPSUM BOARD HORIZONTAL REINFORCING AT 16"O,C REF. STRUCTURAL NICHIBOARD, 7-1/4" PROFILE WITH CEDAR TEXTURE, PAINT: BEHR- GENTLE RAIN 79BE-2. INSTALL PER MANUFACTURER RECOMMENDATIONS. VERTICAL REINFORCING- REF. STRUCTURAL - FLASHING PER MANUFACTURER RECOMMENDATIONS PRECAST CONCRETE SILL ELDORADO STONE VENEER- NANTUCKET CONCRETESLAB- ~REFERENCESTRUCTURAL DRAWINGS 12" CMU STEM WALL- REF. STRUCTURAL DRAWINGS CONCRETE FOOTING- REF. STRUCTURAL DRAWINGS TION AT NEW SOUTH WALL GAF-ELK ASPHALT SHINGLE ROOF, NATURAL SHADOW PATTERN IN WEATHERED WOOD R-30 BA~F INSULATION UNDERLAYMENTAS REQUIRED BY ROOF MANUFACTURER -- 5/8" APA RATED SHEATHING 6" METAL STUDS WITH R-19 BATT INSULATION SLOPED BOND BEAM- REF. STRUCTURAL WOOD TRUSS TYP. - REF, STRUCTURAL WHITE VENTED ALUMINUM SOFFIT EIFS FASCIA - BEYOND NICHIBOARD, 7-1/4" PROFILE WITH CEDARTEXTURE PAINT: BEHR- GENTLE RAIN 790E-2. INSTALL PER MANUFACTURER RECOMMENDATIONS. BOND BEAM-REF STRUCTURAL - NEW KAWNEEB 451T ALUMIN Uivl STOREFRONT SYSTEM WITH 1" INSULATED GLASS 6" METAL STUDS WITH R- 19 BATT INSULATION NEW 4" PRECAST CONCRET SILL ' ELDORADO STONE VENEER, NANTUCKET HORIZONTAL REINFORCING AT 16" D.C. - REF. STRUCTURAL -- CONCRETE SLAB- REF. STRUCTURAL DRAWINGS, SE.__._ CTION AT STOREFRONT 3/4" = 1L0" 2X6 FRAMING lX FASCIA BOARD WRAPPED IN BREAK METAL. COORDINATE COLOR WITH CONSTRUCTION MANAGER WHITE VENTED ALUMINUM SOFFIT GOOSENECK LIGHT FIXTURE WOOD 7-ELEVEN FASCIA SiGN NICHISTAGGERED SHAKE PANELS, PAINT: BEHR- GENTLE RAIN 790E-2 INSTALL PER MANUFACTURER RECOMMENDATIONS FLASHING PER MANUFACTURER RECOMMENDATIONS EXISTING ROOF (FIELD __ VERIFY~ NICHITRIM- INSTALL PER MANUFACTURER RECOMMENDATIONS -- FLASHING PER MANUFACTURER RECOMMENDATIONS HIGH IMPACT EIFS 1/2" PLYWOOD SHEATHING NEW 10" SQUARE DECORATIVE COLUMNS WITH 12" SQUARE STONE BASE, TYP. NEW 4" PRECAST CONCRETE LEDGE T.O PRECAST SILL -- NEW"ELDORADO" STONE, NANTUCKET __ . FINISH FLOOR ~ c,~z ISSUE BLOCK STORE NO.: 54218 DOCUMENT DATE. 04/01/11 CHECKED BY: ATD DRAWN BY: CAM APR 0 6 2011 NEW YORK ALTERATION WARNIND WALL SECTIONS I,HEET: A4'2 GAF-ELK ASPHALT SHINGLE ROOF, NATURAL SHADOW PATFERN IN WEATHERED WOOD 6/8" APA RATED SHEATHING R-30 BATT INSULATION WOOD TRUSS- REF. -- STRUCTURAL STEEL BEAM- REF STRUCTURAL DRAWINGS 8X8X16 BOND BEAM -- REINFORCING BARS- REF. STRUCTURAL 2X4 FRAMING 6" METAL STUDS WITH R-19 BATT INSULATION 1/2" GYPSUM BOARD. FINISF SCHEDULED. -- UNDERLAYMENT AS REQUIRED BY ROOF MANUFACTURER BLOCKING EET METAL CLIP ~ED SHEET METAL FLASHING TO MATCH GUTTER ISHED METAL GUTTER-COLOR PER CONSTRUCTION MANAGER EXISTING ROOF (FIELD VERIFY ' lX FASCIA BOARD WITH BREAK METAL WRAP - CHARCOAL -- WHITE VENTED ALUMINUM SOFFIT I- PAINT BEHR - MOON RISE W-F-700 HIGH IMPACT EIFS - PAINT: BEHR- MOON RISE W-F-700, 1/2" PLYWOOD SHEATHING 3"X4" PREFINISHED METAL DOWNSPOUT- COLOR PER CONSTRUCTION MANAGER GROOVE FOR DRIP-EDGE BACKER ROD AND SEALANT - NICHIBOARD - PAINT BEHR GENTLE RAIN 790E-2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS -- 2 LAYERS WATER RESISTIVE BARRIER METAL LATH ELDORADO STONE VENEER- NANTUCKET MORTAR BED FINISH FLOOR e 0%0" - Sera'ICH COAT -- 8"XB"X'16" CMU - GROUT SOLID BELOW FFE CONCRETE SLAB- REFERENCE STRUCTURAL DRAWINGS 12" CMU STEM WALL- GROUT SOLID. REF. STRUCTURAL DRAWINGS -- CONCRETE FOOTING- REF. STRUCTURAL DRAWINGS SOUTH WALL GUTTER DETAIL 1/2" = 1'-0" FOUNDATION DETAIL GAF-ELK ASPHALT SH ROOF, NATURAL SHADOW PATTERN IN WEATHERED WOOD UNDERLAYMENT AS REQUIRED BY ROOF MANUFACTURER 5/8" APA RATED SHEATHING WHITE VENTED 2X BLOCKING HIGH IMPACT EIFS, BEYOND - PAINT. BEHR - MOON RISE W-F-700 WOOD TRUSS- REF. STRUCTURAL 2X4 WOOD FRAMING/ BLOCKING 4"X4" PREFINISHED METAL GUTTER- CHARCOAL EXISTING ROOF (FIELD VERIFY _ _ 1X FASCIA BOARD WITH BREAK METAL WRAP-COLOR PER CONSTRUOTION MANAGER WHITE VENTED ALUMINUM SOFFIT -- TRIM, PAINT: BEHR- MOON RISE W-F-70O -- HIGH IMPACT EIFS. PAINT. BEHR- MOON RISE W-F-700. 2X8 FRAMING CUT TO 2X4 FRAMING 1/2" OSB SHEATHING ~ EXISTING ROOF (FIELD 11' - 4" VERIFY) 2X4 DIAGONAL BRACE AT 48" C.C. - REF STRUCTURAL -- STEELBEAM-REF. STRUCTURAL DRAWINGS 2X4 FRAMING 10" SQUARE DECORATIVE COLUMN WITH 12" SQUARE COLUMN CAP. PAINT' BEHR- MOON RISE W-F-700, SECTION AT ENTRY CANOPY LAY-IN CEILING, BOTH -- SIDES- REF. ROOM FINISH SCHEDULE 1/2" GYPSUM BOARD, All SIDES CORNER TRIM FRP, ALL SIDES 2X12 BEAM AT EXISTING TRUSS 1 1/2" = 1'-0" WOOD TRUSS- REF. STRUCTURAL DRAWINGS WHITE VENTED ALUMINUM SOFFIT EXISTING ROOF (FIELD VERIFY VERTICAL REINFORCING - REF STRUCTURAL HORIZONTAL REINFORCING AT 16" O,C. REF. STRUCTURAL. 6" METAL STUD FRAMING WITH R-19 BATT INSULATION ' 1/2" GYPSUM BOARD FRP FRP CORNER TRIM STOREFRONT HEAD 1 1/2"= 1'-0" ' NICHIBOARD, 7-114" PROFILE WITH CEDAR TEXTURE. PAINT: BEHR- GENTLE RAIN 790E-2, INSTALL PER MANUFACTURER RECOMMENDATIONS, 3MU BOND BEAM-REF. STRUCTURALFOR REINFORCING T,O. STOREFRONT -- 2" WINDOW TRIM, PAINTED WHITE BREAK METAL FLASHING TO MATCH STOREFRONT -- CONTINUOUS SEALANT, BOTH SIDES STOREFRONT ' STOREFRONT SHIM AS REQUIRED BACKER ROD AND SEALANT, BOTH SIDES J-MOLD WITH SILICONE CAULK JOINT CORNER TRIM FRP 1/2" GYP BOARD BATT INSULATION HORIZONTAL REINFORCING AT 16" C.C. - REF. STRUCTURAL VERTICAL REI REF. STRUCTURAL I CONTINUOUS SEALANT -- lX SILL WITH BREAK METAL WRAP TO MATCH STOREFRONT -- CONTINUOUS SEALANT NEW 4" PRECAST CONCRETE SILL -- 6"XS"X16" CMU - GROUT SOLID FIRST COURSE BELOW SILL -- 2 LAYERS WATER RESISTIVE BARRIER METAL LATH ELDORADO STONE VENEER- NANTUCKET MORTAR BED SCRATCH COAT FINISH F~ EXPANSION JOINT CONCRETE SLAB- REF. STRBCTURAL DRAWINGS. 12" CMU STEM WALL- REF. STRUCTURAL DRAWINGS. STOREFRONT SILL 1/2" = 1'-0" NEW NICHIBOARD S D NG - BRICK VENEER ~ STEEL BRICK ANGLE FLASHING PER -- MANUFACTURER RECOMMENDATIONS TRIM, PAINTED -- BEHR- MOON RISE BREAK METALTO MATCH TRIM SEALANT, BOTH SIDES DOOR AND FRAME; REFERENCEDOOR SCHEDULE, SHEETA3,0 BOND BEAM HEADER INSULATION 6" MTL STUD FINISH AS SCHEDULED, PER ROOM FINISH SCHEDULE SHEET A3.0 EXTERIOR INTERIOR DOOR HEAD DETAIL WALL FINISH AS SCHEDULED SCREW AT 2' O,C, AND COUNTER SUNK 16 GA STAINLESS STEEL 2"x3" CONTINUOUS ANGLE WITH BACKER ROD AND SEALANT, TYp. COOLER WALL PER MANIJFACTURER EXTEND FINISH 12" MIN TYp. REQUIRED GAP PER MANUFACTURER CL.,,OSURE STRIP AT COOLER 3"= 1'-0 -- 1/2" GYPSUM BOARD STUD FRAMING WITH BATT INSULATION CORNER TRIM -- FRP CONTINUOUS SEALANT, -- BOTH SIDES BREAK METAL FLASHING TO MATCH STOREFRONT ST___OREFRONT JAMB NICHIHA SIDING ~ LIGHT GRAY - 2" WINDOW TRIM, PAINTED WHITE TRIM, PAINTED BEHR MOON RISE BREAK METAL TO MATCH TRIM EXISTING BRICK EXTERIOR NEW NICHIBOARD SIDING EXISTING BRICK MASONRY SEALANT, BOTH SIDES BACKER ROD AND CAULK, BOTH SIDES SHIM MIN 3 ANCHORS PER JAMB DOOR AND FRAME, REFERENCE DOOR SCHEDULE AND HARDWARE SCHEDULE, SHEET A3.0 EXISTING CMU FINISH AS SCHEDULED, PER ROOM FINISH SCHEDULE, SHEET A3.0 FRAMING WITH BATT INSULATION INTERIOR - NEW 1/2" GYPSUM BOARD DOOR JAMB DETAIL EXTERIOR ELEVEn ISSUE BLOCK STORE NO.: 34216 DOCUMENT DATE: 04/01/11 CHECKED BY: ATD DRAWN BY: CAM APR 06 2011 NEW YORK AL~RATION WARNING DETAILS a POST I M~X 29 49 SLUR SLUR BEVERAGE BAR CHEESE HOT HOLD POS POS :OLLER GRILL OLLER GRILL 5'-11" NOVELTY ' LOW TEMP COFFEEISLAND BAKERY MERCHANDISE SANDWICH CASE PMU PMU FREEZER OFF BACKROOM _ ~ WQ,%E,b~- GREASE TRAP 34216 MATTITUCK, NY- EF 1 1/4" = 1'-0" EF1 SCHEDULE ITEM ORACLE ~ MFR-- MODEL~[~R DESCRIPTION 004 03130478 LSI ACCENT~CK SYSTEM PER ~BCP STYRENE PRINTED 1 COLOR 7-11 RED GRADATION, 5.375"X 94" FOAM INSERT AT 1/9" X 5-3t8" X 54", 4 INSIDE AND 4 OUTSIDE CORNERS AND END CAPS , (ORUSE / I I BY FRONT DOORS) INC:TF1170 WASTE CONTAINER, TF1875EA / I BASE, TF14559 TOP, TF1625 LINER, TF2094 SNUFFER PAN / ! ! I~J~RISON FRI~NCH W/SECURITYCABLE&TF2055SAND{WAUSAU) INSTALL AT THE / I I& ASSOCIATES, LTE OUTSIDE STORE FRONT AREAi~i I / / 809 S W A Street State 201 008 03159288 1 DISPLAYSOURCE CANDY COUNTER RACK SEI ---Fl · . , ' ALLIANCE Be nEon ~.vi~,le~ Arkansas 72712 309 00010750 1 ADCO SAMPLE DRINK CUP DISPENSER W/MAGNETIC STAND. IVORY SEI EF1 t 479.27~.7780 FOR NEW STORES ADCO f479 273 9486 310 00005210 AMERICAN EF1 ' ' '~r ., STORE FIXTURES ~ iCDOEUxN 8T 5R~iDG~HOPPI. G BASKETS ~/TH STAND 17 LONG X 12 SEI h£a:ac corn 014 00009401 ACCO (09940), (09941), 3ACKROOM SHELVING KIT A (6 BOXES / STORE INCLUDES (2) SEI EF1 ~09942), (0-9943), ~4" X 48" SHELF (09942), (4) 24" SHELF BRACKET (0-9943), (2~ HANGING STANDARD (09941) AND (1) TOP WALL SUPPdR'T ' 015 }0009403 ADCO OVER SINK KIT C- I BOX / STORE INCL. 1*TOP WALL SUPPORT SEI EF1 ] ] ~ B~~' SHELF BRACKET (09947), 1- UTILITY GRID (09937), 1 -'COFFEE POT/4(O9934),1~DETERGENTSSKT 09929 1-COFFEE POT f / 2(09936) (ADCO)(REPLD ~L39705) 916 00009z~04 1 ADCO ISP DESK KIT "D" (2 BOXES PER STORE) INCLUDES (1) TOP WALL SEi SUPPORT (09940), (2) HANGING STANDARD (09941), (2) 24. X 48. / SHELF (09942) (4) SHELF B~CKET (09~3) 017 00009406 1 ADCO OFFICE-OVER~ESKKIT"F"-(1BOX/STORE)INCLUDES 1 TOP SEI EF1 WALL SUPPORT ~09~0), (2) HANGING STANDARD (0~1), (3)24" X 48" SHELF (09942), (6) 24" ~LF B~CKET (09~3) ] [3) T~SH BAG DISPENSERS<09928) ,,, / / TOOLSNEEDEDTOINST~LTHESHELVINGHARDWAREKIT'I_ SEI EF1 / / 'NSTRUCTIONS INCLUDES SCOWS, ANCHORS DRILL BIT V DEC AND (09927) Ill 021 00009919 8 ADCO ~TAC~BLE co.~.~NC~ ~oo~o~ ~o~oo~ s~c 022 ~5865055 AQUATEC 55~-~12-B528 023 ~004~539 EVERPURE ~437-10 H[GH FLOW PLUS (PN 9347-10) FILTRATION SYSTEM W/FILTERS SEI EF1 AND SURGE TANK, W/O LPA l/ 024 30024630 ~NCER 85-1803-020401 ~NCER10CTBIB~CK ' SEi EF1 F . ~ 030 32865511 ADCO HANDLEVAULT DOLLY KIT: INCLUDES (36) MIN, MULE DOLLIES AND (1)TO T~NSPORT SEI ~F1 332 000107631 ~CO STO~GESHELVlNGKITFORVAULT20DX48WX74HINCLUDESSEiEF1 //IE~ . N ON,C 1 210 3165019 DISP~Y VAULT G~V'~ FEED GLIDE, 7-11 STANDARD 12 DOOR VAULT :Z EF1 CORP DISCLAIMER EXISTING CONDITIONS SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE BASED ON DRAWINGS AND OR INFORMATION PROVIDED TO HFA BY THE OWNER OR THE OWNER'S DULYAUTHORIZED REPRESENTATIVE. HFA NAS NOTFIELD VERIFIED THE EXISTING CONDITIONS INFORMATION AND ASSUMES NO REEPON~IBILITY FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. APR 06 2011 EQUIPMENT PLAN EF1 ] 71POST 702 B I BEVERAGE BAR CHILI CHEESE HOT HOLD lOLLER GRILL 0'-11" NOVELTY LOW TEMP FREEZER BAKERY SANDWICH CASE COFFEE ISLAND hill- BACKROOM F '"% L 34216 MATTITUCK, NY- EF 2 1/4"=1'-0" GREASE , WGMEAt ORACLE MFR MODEL 03134150 03134151 00169665 03130222 03300045 00010002 00010003 30010010 03400311 03134205 33134167 33134169 )3134171 03134177 03134170 03134180 03134164 03134181 00010005 00010016 00010017 30010009 )3134107 3400421 03400365 0340O122 03400497 03400302 03400275 D3400474 03400491 03400486 03400487 03400468 03400462 EF2 SCHEDULE DESCRIPTION SM2-30-POS-EV-SW-ADA SM2-30-STG-SW SM4-30-POS/STG-EV-SW-ADA SMT1-24-EV-ADA ROYSTON SMN2-13D-ADA CIG2-UC SENTINEL FF2-30-ADA FF4-30-SW-ADA COUNTER, SALES, POS, 24'~N X 30"D X 34"H, WILSON ART 4820-60-107HW CARBON EV ~t9-11280 DRI-LAC CREAM, SLATWALL, ADA SM2-30-POS-ADA-SW 3OUNTER, SALES, STORAGE, 24'WX30"DX34"H, WILSONART 4820-60-107 HW CARBON EV LAMINATE TOP, ~49-11280 DRI-LAC CREAM, SLATWALL SM2-30-STG-SW-ADA COUNTER, SALES, 3FT SENTINEL/1 FT STORAGE -ADA, 48'~VX24"DX34"H, LEGS 3ARBON EV LAMINATE TOP, ~49-11280 DRI-LAC CREAM, SED # 508002, SM4-24-3SAFE/1 STG COUNTER, SALES, POS/STORAGE, 48"WX 30"D X 34"H, 2FT POS/2FT STORAGE 4820-60-107HW CARBON EV LAMINATE TOP, ~19-11280 DRI-LAC CREAM, SLATWALL ADA SM4-30-POS/STG-SW-ADA COUNTER, SALES, TRASH, 12"WX24"DX34"H,FLAp, WILSONART 4820-60-107 HW CARBON EV LAMINATE TOP, #49-11280 DRI-LAC CREAM, WASTE CONTAINER, DOOR, ADA SMT1-24-ADA COUNTER, SALES, 34H STORAGE, CAB-24X12 NO DOOR, NO ADJ SHELVES, TOP-FLAT LAM CARBON EV, 24X13 NO HOLE, LEGS; CREAM SMN2-13D-ADA POS CIGAREttE UNDER COUNTER ROLL OUT, (2~4") (ROYSTON) OF SENTINEL SAFE AND USAGE TRAINING OR MANUAL 3OUNTER, FAST EDCO, 24"W X 30"D X 34"H, I DOOR, 1 SHELF, STAINLESS STEEL TOP, ~9~11280 DRI-LAC CREAM. FF2-30-ADA COUNTER, FAST FOOD, 48"W X 30"D X 34"H 2 DOORS, 1 SHELF SLATWALL, STAINLESS STEEL TOP, ~9-11280 DR ~LAC CREAM, NSF. FF4-30-SW-ADA. FFRG42-39-SGD~ADA COUNTER, RECESSED ROLLER GRILL, 42"W X 39"D X 34"H, (2) ROLL OUT CARTS, 42' W ~ASTRYA CASE PASTRY B CASE ROYSTON FFTMI~30-ADA GLASS SNEEZE GUARD WITH GLASS SIDE PANELS, REAR PVC FLIP-UP AIR CURTAIN CREAM PASTRY CASE A- BASE CAS NET WITH PASTRY DISPLAy - OVERALL DIM 42"W X 24"D X 62"H PASTRY CASE S - BASE CABINET W/PASTRY DrSPLAy - OVERALL DIM 36"W X 21 "D X 62"H LID-STRAW TOWER DISPENSER, 12"W X 15"D X 23"H WITH (6) LID AND (3) FOR COUNTERTOP COUNTER, FAST FOOD, TRASH 12"W X 30"D X 34"H, WASTE CONTAINER, FLAP, 1 DOOR, FFW-30L/30R-SW STAINLESS STEEL TOP, ~49-11280 DRFLAC CREAM FFTM1-30 F83~30 FF3-30-POS-HH-KIT BLACK GROMMET BBE3-5COI-FCB-ADA :~OYSTON BBE3-5CDI-FS16-ADA ROYSTON BBE3-API-ADA OOUNTER, FAST FOOD, WEDGE, 30"L x 30"D x 30"H, SLAT~NALL, STAINLESS STEEL TOP, ~9-11280 DRI-LAC CREAM, FFW-30L/30R-SW =F-ICOS-OVEN INSERT / OVEN, COUNTER KIT W/HEAT SHIELD, INCLUDES HEAT SHEILD, FF3-POS OVEN COUNTER, 8F4COS-OVEN INSERT HOT HOLD COUNTER KIT, INCLUDES FF3-POS-HH COUNTER, FF4COS-HH INSERT COUNTER GROMMET, 2 1/2" ID BLACK COUNTER, BEVERAGE BAR, DISPENSER, 5-CUP, 36"W X 42"D X 34"H, SLURPEE 2BBL CASTERS, DRIP TRAY, LEXAN EXTENDED COVER, 2 DOORS, 1 SHELF STAINLESS STEEL TOP, #49~11280 DRI-LAC CREAM FRONT KICKPLATE USE 500704. SIDE KICKPLATE USE 500743 COUNTER, BEVERAGE BAR, 36"W X 41 "D X 34"H, 5-CUP DISPENSER, FS-16 CASTERS, LEXAN EXTENDED COVER, 2 DOORS, 1 SHELF, STAINLESS STEEL TOP, ~49-11280 DRI-LAC CREAM COUNTER, BEVERAGE BAR, CONDIMENT INSERT, 36"W X 42"D X 34"H, 2 DOORS, 1 SHELF, BTME2 LEXAN EXTENDED COVER, STAINLESS STEEL TOP, #49-11280 DRI-LAC CREAM. FRONT KICKPLATE USE 500704. SIDE KICKPLATE USE 500743 OOUNTER, BEVERAGE BAR, TRASH, 24'~N X 42"D X 34"H, WASTE CONTAINER, 1 DOOR, SINGLE SLANTED FRONT FLAP, EXTENDED TOP, STAINLESS STEEL TOP, ¢f49-11280 DRI-LAC 3REAM, BTME2. FRONT KICKPLATE USE 500703. SIDE KICKPLATE USE 500743 NEWSPAPER RACK, SINGLE, 36"H MAGAZINE RACK, 2 METAL SHELVES, L uNrr, BACK COVER PANEL, HARDWARE 36IN X 461N MAGAZINE RACK, METAL MAGAZINE END PANELS, 2 END PANELS (2 END PANELS PER STORE) COUNTER TOP TOWER WITH LID/STRAWI3-CUP, 7,5"W X 15"D X 23" H, 3 CUP DISPENSERS, 2 LID SECTIONS, 1 STRAW SECTION LID/STRAW/CUP TOWER DISPENSER, 13"W X 22"D X 23"H, (4) LID HOLDERS, (2) DOUBLE STRAW HOLDERS, (13 CUP DIPSENSER, POP SIGN HOLDER 13" X 18.5"h (SLURPEE DOME) CWO 4-30 DESK iSP WORKSTATION, 45"W X 30"D X 31"H, 2 DRAWERS, STORAGE SHELF, LEGS ~10-11280 DRI-I~C CREAM. CWO4-30 ' CWS 5-30 DESK, METAL MANAG ER, 60"W X 30"D X 31 "H, I DRAWER, LEGS. CWS5-30 SHF~PBAR-FLSH FLUSH POWER BAR SHELF SHLF-"T"-KIT SHELVING UNIT, (1), 36"W X 54" H, LEVELING LEGS AND BROWN KICKPLATES SHLV-SECTION-"L" 39-54 SHELVING, SOLID BACK "L" SECTION SHELVING UNIT, 6" BASE SHELF AND KICK PLATES, 54" SH LV-SECTION-36-18.72 SOLID BACK 72"H X 36'~V X 18"D WALL SHELVING SECTION L FEATURE END CAP UNIT - 36 X 54" INCLUDES (436 X 11 BASKETS, (2) 8 X 24 METAL SHELVES, (3) 12 X 24 METAL SHELVES. FREIGHT NOT INCLUDED IN PRICE 54"H x 36'W GONDOLA SHELVING END SCREEN KP PANEL, FILLER, 12X26 FOR BBE COUNTER ADA 8LBK-STD-54-18-16.5 SLANTBACK STANDARD 54"H (41")x 18"W X 16 5"D. INCLUDES FLAT SLO'FTED METAL WITH METAL SIDE PANELS. (13 8" METAL SHELF WITH 1" FENCE, (2) 10" METAL SHELVES WITH 1" FENCE, (1} 12" SHELF WITH 1" FENCE. WITH PULL-UP SLOTTED MERCHANDISING BAR & LOCKING BAR :~OYSTON KP13-SIDE-BRN KICKPLATE, FOR SIDE OF 13" DEEP BASE, BROWN ROYSTON KPBEVAIR~SIDE KICKPLATE, FORSIDEOFBEVAIRCONDIMENTCOUNTER ROYSTO~- KPBEVAIR-FRONT KICKPLATE, FOR FRONT OF BEVAIR CONDIMENT COUNTER ROYSTON KP30-SIDE-BRN KICKPLATE, FOR~IDEOF30"DEEPBASE12"WIDECOUNTER, BROWN(FOR12. WiDE ROYSTO~ KP24X12-SIDE-BRN '0CKPLATE, FOR SIDE OF 24" DEEP BASE 12"WIDE COUNTER, BROWN ROY~ KP2-BRN <ICKPLATE, FOR 2' COUNTER, 6"H, BROWN KP2-BRN ROYSTOr, =3-BRN KICKPLATE, FOR 3* COUNTER, 6"H, BROWN KP3-BRN ROY~ KP4-BRN KICKPLATE, FOR4' COUNTER, 6"H, BROWN KP4-BRN KP3045-BRN KICKPLATE, FOR 45 DEGREE WEDGE, 30"L X 30"R COUNTER BODY OR 30"L X 36"R OH, 6" H KP30-SIDE-BRN ~OYSTO8 ROYSTON ROYSTON ROYSTON ROYS~ RQYS~ ROYSTON ROYSTON ROYSTON ROYSTON KPRG-BRN <PRG-SID~BRN KPT1-BRN KP42-BRN HOOKS-6"-100EACH PWR BAR-6 SHLF-GUM-2 TIER-36-12~5 SHLF-CHIP-36-14 SH LV~SHLF-PASTRY/CAKE SHLF3-14-METAL SHLV-LEXAN FRONT 3-1,5 SK2-304BS~DISP-ADA BROWN KP30~,5-BRN KICKPLATE, FOR SIDE OF 30" DEEP BASE COUNTER, BROWN, KP30 SIDE-BRN KICKPLATE, FOR RECESSED ROLLER GRILL (FITS #37006 & 37008) 6"H BROWN, KPRG-BRN KICKPLATE, FOR SIDE OF FFRG ROLLER GRILL COUNTER, KPRG-SIDE-BRN KICKPLATE, FOR ALL 1' COUNTERS, BROWN, Kp1-BRN KICKPLATE, FOR 42" DEEP BASE COUNTER, BROWN 6" BAG HOOKS 6" HORIZONTAL EXTENDED POWER BAR FOR THE "NEW" GRID GONDOLA FIXTURE DOUBLE TIER CANDY (3) GUM SHELF FOR "NEW" GRID GONDOLA FIXTURES 3~N X DISPLAY WIRE SHELF 36"W X 14" mASTRY/CAKE SHELF, 3-TIER, FRONT CHANNEL, WIRED, 3'W X 14'*D SHELVING, 36"W X 14"D METAL SHELF, 3 ADJUSTABLE POSITIONS, 5" PLASTIC FILLER ~TRIPS 3' x 1 ~" LEXAN FRONT FOR NEW GRID GONDOLAS SINK, 24"W X 30"D X 34"H, 4" BACKSPLASH 3 SIDED, DOOR, STAINLESS STEEL, DRI-LAC ~'N-9-11280 CREAM SK2-30~4BS CIGARETTE MERCHANDISER, 9' HIGH WALL CIGARETTE BACKBAR PMU DISPLAY, PMU, 3' PHONE MERCHANDISER UNIT, INCLUDES 1 BASE WELDMENT, 1 HEADER, 4 VERTICAL GRAPHIC DIVIDERS, 7 POCKET BROCHURE HOLDER BASE, 90 HOOKS MISC, DISPLAY, 21 H, PHONE CARD MERCHANDISER, ROTATING COUNTERTOP UNIT, 3 SIDED WITH 16 HOOKS, 12 X 8 ROYSTON FF2~,2D-DWR_ADA SS 24X42 NO HOLE, LEGS; CREAM FF2~,2D-DWR_ADA ROYSTON MISC, DISPLAY, TEA MERCHANDISER, 22"H X 11 "W X 10"D, COUNTERTOP, BROWN HAMMERTONE AND BROWN SPLATTER ROYSTON CBAANCH-ADA CB4-LIDWSTCPNPK-ADA 3B30-4C-ADA CB2-LIDWST-ADA CB2B-DWR/POW-ADA CB6B~2~KJPOW/DWR-ADA ROYSTON ROYSTON ROYSTON ROYSTON ROYSTDN MISC, DISPLAy, CONDIMENT ORGANIZER, 22H X 22W, WIRE GRID CAGE (22X183, RADIUS FROSTED ACRYLIC TOPPER, CHLOROPLAST BACK PANEL, COUNTERTOP W/ACRYLIC BINS, SYRUP TRAY, LID ORGANIZER; BROWN HAMMERTONE COUNTER, FAST FOOD, 34H, STORAGE, CAB-24X29 FLUSH DOOR, 4 DRAWERS, TOP-FLAT ~ISC, DISPLAY, CONDIMENT ORGANIZER, 22H X32W, WIRE GRID CAGE, RADIUS FROSTED ~CRYL.IC PANEL, COUNTERTOP W/ACRYLIC BINS & SIDE SYRUP/LID HOLDERS;BROWN ~AMMERTONE DARK ROAST DISPLAY- COFFEE COUNTER, COFFEE, 34H, ISLAND ANCHOR, CLASS A, SSM-DARK ROAST, GUIDERAIL, SIGN HOLDER, LEGS, KICKPLATE, BROWN HAMMERTONE COUNTER, COFFEE, 34H, ISL~,ND, 4' LIDNVASTE/COLD WELL W/NAPKIN, SSM-BISCO~rl X 48"D, LEGS, KICKPLATE; BROWN HAMMERTONE COUNTER, COFFEE, 34H, ISLAND,30" 4CUP, SSM-DARK ROAST, GUIDERAIL, SIGN HOLDER, LEGS, KICKPLATE, BROWN HAMMERTONE COUNTER, COFFEE, 34H, ISLAND, 2' LID/WASTE, SSM-BISCOTTI, 24"W X 48"D, LEGS, KICKPLATE; BROWN HAMMERTONE 2' COFFEE ISLAND COUNTER, 34"H, 2' 4 DRAWER/PULL-OUT WASTE, SSM-BISCOTTI 48"D, KPS, LEGS, BRN HMRTN 5 COFFEE WALL BREW STATION, 34 H, 42"D, 2' SINK W/SPRAYER FAUCET, 2' PULL-OUT WASTE, 2' 4 DRAWER UNDER 48"2 X 42"D FLAT SS TOP, LEGS, CREAM. KICKPLATES NOT INCLUDED. DISCLAIMER EXISTING CONDITIONS SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE BASED ON DRA WINGS AND OR INFORMATION PROVIDED TO HFA BY THE OWNER OR THE OWNER'S DULY AUTHORIZED REPRESENTATIVE. HFA HAS NOT FIELD VERIFIED THE EXISTING CONDITIONS INFORMATION iISSUEBLOCK STORE NO,: 34216 DOCUMENT DATE: 04/01/11 CHECKED BY: BTW DRAWN BY: SKR APR O6 2011 EQUIPMENT PLAN 66'- 1 1/2" POST MIX BEVERAGE BAR CHEESE HOT HOLD '\ POS 1/2" SSALES POS 2B SLUR ROLLER GRILL 4$ SLUR GRILL 5' - 11" BAKERY 'CASE B~ ,--=-,,!-' v l FREEZER OFFII COFFEE ISLAND SANDWICH CASE MERCHANDISE " BACKRO O \R, g 1 I PMU PMU LO~TO '\ F - -- :t- MEN ~ / GREASE TRAP 34216 MATTITUCK, NY- EF 3 EF3 SCHEDULE )02 33130221 -- LSI -- SOLORED TRI-STRJPE WINDOW GRAPHICS KIT EF3 (EYSTONE LOGO) CONTAINING {2) - 7,25" X 45" =ROSTED TRI-STRPE LOGO PANELS, {2) - 35.25" X ZB" FILLER PANELS (FROSTED), (1) - 7.25" X 8" 003 03137035 1 DISPLAy TRI-STRIPE SECTION WITHOUT LOGO PARTNERS ROLLING BANNER SOARD SYSTEM 18" X 28~ SEI EF3 006 00041764 1 SIEMENS FF3-307530 NON-GAS STORE SIEMENS SECURITY SYSTEM SEI EF3 WITH DOOR FRAME CAMERA 029 03145472 8ELECT SS-3B1219-2D18 STAINLESS 3 COMP SINK (STANDARD) 18" LFT & RT SEI EF3 DRAINSOARDS, 19" FRONT TO BACK X 12"W X 12"D 16/300 S/S BOWLS, 9"H BACKSPLASH, 1-1/2" RAISED ROLLED EDGE, GALVANIZED TUBULAR LEGS WITt ADJUSTABLE PLASTIC FEET NSF (RP 3136011 ) - ORDER T&S BRASS FAUCET PRT# B-0133-ADF12-B( 082 33136012 TURBO CHEF TORNADO tOTAL PKG. PRICE INCLUDES CUSTOM OVEN SEI EF3 3ACKAGE, MENU CARD, 1 CASE OVEN GUARD, CASE IVES CLEANER, FREIGHT TO DESTINA.T, IO~ 083 0223056 1 BEVERAGE AIR WTF27A-SVN ~bbZbR, WORKTOP ADA O~CTION, 29 D, S/S SEI EF3 TOP W REAR-MOUNTED SELF-CONTAINED REFRIG SYSTEM, 6" CASTERS 1/6 HP, FRONT BREATHING. LIMITED 1 YR WARRANTY PARTS AND LABOR, -- ADDT'L 4 YR COMPRESSOR WARRANTY ST ,, 084 00223085 1 BEVERAGE AIR WTR27A-SVN REFRIGERATOR, WORKTOP, ONE-SECTION, 27 L, SEI EF3 29"D, S/S TOP W/REAR SPLASH, SIS EXTERIOR, ANODIZED ALUMIN~,,M, INTERIOR REAR-MOUNTED SELF-CONTAINED, 6 CASTERS, 1/6 HP, FRONT BREATHING, LIMITED 1 YR WARRANTY PARTS & __ Ls~BD~)R, ADDT'L 4 YR COMPRESSOR WARRANTY 085 36170206 1 SANDEN VENDO CHS4)901~NUSE-71' -IFD CASE, TEMPERED GLASS, 6 PROD TEMP SEI EF3 AMERICA -ZONES, PROGRAMMABLE TEMP CONTROLLER W/ ~SSOC TIMERS, XENON LIGHTING, 16 SVG PANS 4 EA ANODIZED PIZZA PANS, INSTALL/OPER INSTRUCTIONS, 115/1/60 ELEC REQUIRED. UL & NSF APR-SHIP WT 175 LBS. 086 03136113 1 KANPAK CDG2111C TWO HEADED REERIGERATED D SPENSER WITH SE EF3 ICE COFFEE GRAPHICS (INCLUDES DRIP TRAy), MANUAL, LEVER OPERATED, 2-2 5 GALLON BIB, 120V/3AMP 134A REERIGERANT. CFC-FREE NSF CERT FlED 12'IN X 21 "L X 24"N 80 LBS. 109 00005750 1 ICE-O-MATIC ICE 1506 ICE MAKER, 1500 LB, 220/1 IN STORE PRODUCTION, SEI EF3 REMOTE CONDENSED, INCLUDES KBT21ADAPTER 112 93300024 1 ICE-O-MATIC ~T-340~i04 115 30011116 1 LANCER FS30-16 ~~ 661 EF3 - 0/16 7-ELEVEN WITH SPLASH GUARDS - ~ NARRANTY INCLUDED SEI EF3 0 )0223083 I SEVERAGE AIR KF 48-1AS REACH-IN FRbb~bl~, T~VO SECTION, 49 CU~T, SEI =F3 BOTTOM MOUNTED SELF CONTAINED, SIS FRONT, GRAY COATED STEEL SIDES, HINGED S S DOOR LOCKS, DIGITAL THERM, ,,W, HITE INTERIOR, (6) ADJUSTABLE SHELVES, 3 CASTERS, 1/2 HP ENERGY STAR 170 03150054 I SRAYBAR BUCK AND BOOST BUCK AND BOOST FOR LANCER 2 BARREL SEI EF3 SLURPEE 171 03150053 1 GRAYBAR 15643F SLURPEE DISPENSER TRANSFORMER, 4BARREL, SEI EF3 SQ,UARE D 15646B 174 00311054 1 LANCER ~00 TUBING BUNDLE 200 TUBING BUNDLE FOR POST MIX SEI EF3 210 30223900 4 ADCO aT-2 8T-2 TEMP CHECK DEVICE (SOLAR-POWERED oEI FHERMOMETER) REPLACES ITEM NUMBER 223891 'ADCO) . 211 )3165980 I SOUTHERN 15275 OPEN AIR CUSTOM 48 WIDE MULTI DECK ISLAND W TH 1 SEI EF3 CASE FULL RADIUS ENDCAP, SELF-CONTAINED F3I · REFRIGERATION 231 03136019 'f TURBOCHEF OVEN GUARD TURBOCHEF OVEN GUARD, ONE 6 BOTTLE CASE SEI E OF OVEN GUARD 232 03136030 1 TURBOCHEF OVEN CLEANER TURBOCHEF OVEN CLEANER, ONE 6 BOTTLE CASE SEI EF~ ~34 804913 1 ~ ~ P ZZA THAWING RACK, 5 TIER SE Z3§ 3175092 1~ - ~ SEI EF3 236 3J75102 I ~ SEI EF3 .... ~ ~ EAT RESISTANT GLOVE 361 299 33129995 2 FBD 12-3003-0001 ~ ~ _ EF3 PARTNERSHIP ~CCESS~iSETsALL KIT INSTALLATION FITTING AND .El 300 03135328 1 FBD ~BD~64 i BARREL REMOTE CONDENSED SLURPEE, SEI 6FEF3 PARTNERSHIP REQUIRES ITEMS 03129995 (2) 03129997, AND 03130526, ORDER BUCK-BOOST #00037138 301 03135330 I FBD FBD-562 562 SE REMOTE CONDENSED 2 BARREL SLURPEE. SEI EF3 PARTNERSHIP EACH MODEL REQUIRES A REMOTE INSTLL KIT :-F3 303 63129997 1 FSD 12-2567-0002 4 SRL TUBING KIT- SEJ INSTALL KIT 554 SEI EACH SEJ PARTNERSHIP MODEL REQUIRES A REMOTE NSTALL KIT ~OR EF3 INSTALLATION 350 00223092 I BEVERAGE AIR SPE 27-711S REFRIGERATED CONDIMENT STAT O ~, 7.3 CU FT SEI EF3 WITH SNEEZE GUARD P~N CAPAC TY OF 9-1/9TH SIZE AND 2 1/6TH SIZE - 6 DEEP, S S EXTERIOR, DIGITAL DOOR THERMOMETER. 470 30975451 1 SERVER SERVER PRODUCTS - CONDIMENT PUMP (TALL) 861 EF3 PRODUCTS INC CONDIMENT PUMP, PUMP KIT, 2 EACH, INCLUDES fWD SS PANS W/PUMP LIDS AND TWO PUMPS, ONE -- ~ED AND ONE YELLOW HANDLE, 600 03136250 I T&S BRASS B-0133-ADF12-BC T&S BRASS FAUCET - EASY INSTALL PRE-RINSE SEI -=F3 UNIT, SPRING ACTION, .,W~L L MOUN,T BASE, 8" CENTERS ADD-ON FAUCET WITH 12' NOZZLE (LEAD FREE) F3t 675 03126105 6 BUNN O MATIC 7187.0001 COFFEE BREWING EQUIPMENT- FAUCET COVER SEI EF3 CORPORATION DISCLAIMER EXISTING CONDITIONS SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE BASED ON DRA WINGS AND THE OWNER OR THE OWNER'S DUL YAUTHORIZED REPRESENTATIVE OR INFORMATION PROV DED TO HFA BY . HFA HAS NOTFIELD VERIFIED THE EXISTING CONDITIONS INFORMATION ISSUE BLOCK STORE NO.: 54216 DOCUMENT DATE: 04/01/11 CHECKED BY: BTW DRAWN BY: SKR EQUIPMENT PLAN 13 EET: EF3 I BAKERY CASE CAPPUCCINO LID/STRAW TOWER MICROWAVE ICE COFFEE LID/STRAW SLURPEE LID/STRAW CONDIMENT DISPENSER SLURPEE MACHINE 2BBL HOTHOLD BULK CREAMER ! ICED COFFEE SLURPEE MACHINE 4BBL POST MIX ISSUE BLOCK CONDIMENT STATION EQUIPMENT ELEVATION ~'360% COFFEE BREWER COFFEEURN TEA DISPLAY COUNTERTOPCONDIMENT EXISTING CONDITIONS SHOWN IN THESE CONSTRUCTION DOCUMENTS ARE BASED ON DRA WINGS AND OR INFORMATION PROVIDED TO HFA BY THE OWNER OR THE OWNER'S DULY AUTHORIZED REPRESENTATIVE. HFA HAS NOT FIELD VERIFIED THE EXISTING CONDITIONS INFORMATION AND ASSUMES NO RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION, STORE NO,: 34216 DOCUMENT DA~: 04/01/11 CHECKED BY: Checker DRAWN BY: Author EQUIPMENT ELEVATIONS AIR DEVICE SCHEDULE FA[-~CE S FRAME MARK SERVICE MANUFACTURER STYLE IZE TYPE NOTES CD1 SUPPLY POLYAIRE PLASTIC LAY-IN SUPPLY 24 X 24 LAY-IN A, B, C, D DIFFUSER, ROUND NECK FOR DUCT CONNECTION CD2 SUPPLY POLYAIRE PLASTIC SURFACE MOUNTED 12 X 12 SURFACE A, B, C, D SUPPLY DIFFUSER, ROUND NECK FOR DUCT CONNECTION EAG EXHAUST POLYAIRE PLASTIC LAY-IN EGGCRATE 24 X 24 LAY-IN A, C, D RETURN GRILLE, ROUND NECK FOR DUCT CONNECTION RG RETURN POLYAIRE PLASTIC LAY-IN EGGCRATE 24 X 24 LAy-IN A, B, C, D RETURN GRILLE, ROUND NECK FOR DUCT CONNECTION GENERAL INFORMATION (ALL DEVICES)' 1. ALL DIFFUSERS ABE 4-WAY THROW UNLESS NOTED OTHERWISE. 2. ALL SUPPLY AND RETURN AIR DEVICES SHALL BE PROVIDED BY 7-ELEVEN AND INSTALLED BY THE CONTRACTOR FOR ADDITIONAL INFORMATION CONTACT NATIONAL ACCOUNT REPRESENTATIVE ETHAN KINSEY (972) 406-6081. NOTES. A. DIFFUSER NECK SIZE SHALL BE SAME AS BRANCH DUCT SIZE UNLESS NOTED OTHERWISE. B. DAMPER AT TAKEOFF TO DEVICE. C. STANDARD OFF-WHITE FINISH. D, PROVIDE NECK FOR DUCT CONNECTION. LOUVER SCHEDULE NET FREE MARK MANUFACTURER MODEL SIZE AREA (SQ.FTJ DESCRIPTION LV-1 GREENHECK ES J-401 12 X 12 0.29 ALUMINUM STATIONARY FIXED BLADE LOUVER DUAL DRAINABLE WITH INSECT SCREEN LV-2 GREENHECK ES J-401 18 X 12 0.49 ALUMrNUM STATIONARY FIXED BLADE LOUVER DUAL DRA~NABLE WITH INSECT SCREEN NOTES: A, TO BE PROVIDED BY 7-ELEVEN AND rNSTALLED BY THE CONTRACTOR. FOR ADDITIONAL INFORMATION CONTACT NATIONAL ACCOUNT REPRESENTATIVE ETHAN KINSEY (972) 406-690 24X24, RETURN AIR GRILLE BOX DETAIL ~ TYP OF 2 NOTES. 1. RA TO "LAY-IN" 2X4 GRID CEILING- ADJUST GRILLE DO NOT CONNECT WITH LIGHT FIXTURES PLAN SIDE ~ LOUVER R.__ETURN AIR GRILLE BOX DETAIL R.A, DUCT REFRIGERANT LINES O A. DUCT IF REQUIRED, REFER TO PLAN. ROUTE FULL SIZE CONDENSATE PIPING AND DRAIN PAN OUTLET TO NEAREST RECEPTOR WITH AIR GAP CONDENSATE DRAIN TRAP COM 298V 230V 34A, D(RD) TO NC CONNECTION ON SMOKE DETECTOR (19,20) CONSULT LOCAL CODES FOR SPECIFIC REQUIREMENTS. IF IMMEDIATE AND COMPLETE SHUTDOWN IS REQUIRED, BREAK ROOFTOP UNIT WIRE AT THE LOW VOLTAGE SIDE OF THE UNIT TRANSFORMER. REMOVE RED WIRES 34A AND 340 FROM THE TRANSFORMER AND ROUTE THROUGH SMOKE DETECTOR AS SHOWN. DO NOT A'CrEMPT TO POWER SMOKE DETECTOR FROM LOW VOLTAGE SIDE OF ROOFTOP UNIT TRANSFORMER. SMOKE DETECTOR CAN BE POWERED FROM HIGH VOLTAGE SIDE OF THE UNIT TRANSFORMER OR FROM A SEPARATE 24V, 120V, OR 240V SOURCE. HIGH VOLTAGE WIRING REQUIREMENTS TO BE COORDINATED THROUGH GENERAL CONTRACTOR SMOKE DETECTOR SEE PLAN FOR DUCTSIZE INTERNAL DUCT INSULATION, REF SPECIFICATIONS SPIN-IN BELL MOUTH TAP W/LOCKING MANUAL VOL. DAMPER - SEAL TAP W/ DUCT SEALANT BOTTOM OF CEILING SUPPLY DIFFUSER W/ INSULATION BACK FLEXIBLE DUCT- SEE PLAN FOR SIZE. FLEXIBLE DUCT BY HVAC CONTRACTOR REF SPECIFICATIONS. RIGID METAL 90 DEG. INSULATED ELBOW CONNECTION DETAIL MARK CU-2 MANUFACTURERl MODEL TRANE / 4TWZ0060A1 TRANE 4TWZ0060A1 NOMINAL TONS CONDENSING UNIT SCHEDULE ELECTRICAL DATA coo.. CA,AC*T',' SEER 20 20 V/Ph MCA MOCP 208/1 35 60 208/1 35 60 IWEIGHT (LBS) 439 43O NOTES (ALL UNITS): A. NOSUBSTITUTESALLOWED. B. PROVIDED BY 7-ELEVEN AND INSTALLED BY THE CONTRACTOR, FOR ADDITIONAL INFORMATION CONTACT NATIONAL ACCOUNT REPRESENTATIVE ETHAN KINSEY (972) 408-6081, C. PROVIDE WITH LOWAMBIENT CONTROLS. D. PROVIDE WITH CORROSIVE RESISTANT COATING, AIR HANDLING UNIT SCHEDULE I HEATING ELECTRICAL DATA CAPACITY WEIGHT MARK MANUFACTURER MODEL CFM OSA (CFM) E.S.P. (IN. WC) (KW) V/Ph MCA MOCP (LBS) AHU-1 TRANE 4TE E3C 10 2000 300 .5 11.5 208/1 79 88 196 AHU-2 TRANE 4TEE3C10 2000 300 .5 11.5 208/1 79 80 196 NOTES (ALL UNITS). A. PROVIDE FILTER BOX AND FILTERS (2 SETS) WITH EACH UNIT. B. PROVIDE AUXILIARY DRAIN PAN WITH OVERFLOW SENSOR. NO SUBSTITUTES ALLOWED D. PROVIDE WITH rvSXIN G B OX INSTALL SMOKE DETECTORS IF REQUIRED BY LOCAL CODE CONTACT JIM BARBER WITH AUTOMATIC LOGIC (832-295-1881) FOR BUILDING MANAGEMENT SYSTEM CONTROLS. G. PROVIDED BY 7-ELEVEN AND INSTALLED BY THE CONTRACTOR, FOR ADDITIONAL INFORMATION CONTACT NATIONAL ACCOUNT REPRESENTATIVE ETHAN KINSEY (972) 496-6081 EXHAUST FAN SCHEDULE I CONTROL I I MARK MANUFACTURER I MODEL CFM E.S.P. (IN. WC) V/Ph EF-I L150 100 0.125" EF-2 TD-200 250 0.5" NOTES' A. PROVIDE GRAVITY BACKDRAFT DAMPER B. PROVIDE SPRING VIBRATION ISOLATORS FOR HANGER ROD SUPPORTS. C. TO BE PROVIDED BY 7-ELEVEN AND INSTALLED BY CONTRACTOR. FOR ADDITIONAL INFORMATION CONTACT NATIONAL REPRESENTATIVE ETHAN K~NSEY (972) 406-6081. 120/1 WATTS 64 139 KEYNOTES 15.100 CONDENSER ON GROUND FOR VAULT COOLER. 15,101 CONDENSER ON GROUND FOR 3~DOOR LOW-TEMP 15.102 CONDENSER ON GROUND FOR 1~DOOR ICE MERCHANDISER. 15 103 CONDENSER ON GROUND FOR SLURPEE MACHINE. 15.194 CONDENSER ON GROUND FOR ICE MAKER. 115.105 USE RIGID ROUND DUCTWORK FOR EF-2. AIR BALANCE SCHEDULE MARK OUTSIDE EXHAUST AIR CFM AIR CFM AHU-1 300 AHU-2 300 EF-1 209 EF-2 250 TOTAL 600 450 MECHANICAL SYMBOLS RECTANGULAR DUCT 19" WIDE BY 12" DEEP CD 400 CFM 12" DIAMETER ROUND DUCT SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION ELBOW WITH TURNING VANES TEE WITH TURNING VANES ROUND (OR OVAL) ELBOW SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT RETURN OR EXHAUST AIR DIFFUSER WITH ROUND DUCT DIFFUSER OR GRILLE TYPE & CFM THERMOSTAT OSA CALCULATIONS CLASSIFICATION AREA CFM PER PEOPLE FT2 AREA FT2 PERSONS SUPERMARKET 2455 0.96 20 Vbz-- RpPz+ RaAz 7 5*20+0,06*2455=298 CFM PER OUTSIDE PERSON AIR CFM 7,5 298 TOTAL REQUIRED: 298 TOTAL SUPPLIED. 600 STRUCTURE IOD PER MANUFACTURER'S RECOMMENDATION, TYP VIBRATION ISOLATORS TYP AHU SUPPLY Air CONDARY DRAIN PAN If REQUIRED, REFER TO PLAN. SUPPORTSPER MANUFACTURER'S RECOMMENDATIONS 300 CFM 15' AFF 1O"e 12"x12" 1700 CFM~ CD1 350 CFM 12" BELOW EAGI CEILING 250 CFM E~-2 CD1 409 CFM CD1 400 CFM ).MECHANICAL FLOOR PLAN CONTACT 7-ELEVEN NATIONAL REPRESENTATIVE (ETHAN KINSEY: (972) 406-6081) FOR INFORMATION REGARDING ROOFTOP UNITS, AIR DEVICES AND EXHAUST FANS. CONTACT JIM BARBER WITH AUTOMATIC LOGIC (832) 295-1881 FOR BUILDING MANAGEMENT SYSTEM CONTROLS. / / REMOVE ALL EXISTING EQUIPMENT AND ASSOCIATED DUCTWORK NOT BEING REUSED PER plaN CAP AND REPAIR ANY ROOF PENETRATIONS, COORDINATE WITH LANDLORD. 1" CD DN TO FS WITH AIR GAP RG I00 CFM { CD1"I . . I, r I 359 C~M , IL'/~ A~l{ , Il{ i = II ' ~ ',~' !~!_L:I ' , ,~ I CD1 400 CFM cD1 3O9 CFiVl -- U-2 12"×12" AUXILLARY~ DRAIN PAN, TYP Of 2 CD1 400 CFM 78" AFF RG 1700 CFM I CD1 400 CFM CD1 200 CFM CD2 75 CFM CD2 CD1 200 CFM LV~I 290 CFM VlOUNT AS HIGH AS POSSIBLE ISSUE BLOCK 5/18/11 PR-1 STORE NO., 5~ 216 DOCUMENT DATE' 5/10/11 CNECR£D BY: GJB DRAWN BY: SRW NEW YORK ALTERATION WARNING MECHANICAL PLAN IG'EEEM 1 .0 1. GENERAL 1.1 GENERAL REQUIREM EINTS; REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PANT OF THIS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTANy, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH INTHE EVENT OF DrSCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 1,2 INSPECTION OF SITE, PRIOR TO SUBMITFING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE, FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE, 1,3 MATERIAL AND WORKMANSHIP: PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM ANY DEFECTS, MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER, WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS, INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS, THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE, IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED, REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC, CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NIEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE V~ORK, REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF t~VORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 1,4 COORDINATION: COORDINATE WORK WITIH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED. KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM CONTRACTOR SHALL SUB,MIT SHOP DRAWINGS FOR DUCTWORK LAYOUT TO THE CONSTRUCTION MANAGER FOR OWNER APPROVAL PRIOR TO INSTALLATION. 1.5 ORDINANCES AND CODES:: WORK PERFORMED UNDEIR THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTIION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, ANID AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTIMG MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 1.6 PROTECTION OF EQUIPMENT AND MATERIALS: STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENTAND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AS APPROVED BY OWNER. KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED OR INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORKAND POLISH EXPOSED SURFACES. 1.7 OPERATION AND MAINTENANCE INSTRUCTIONS: COLLECT AND COMPILE A COMPLETE BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS. PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, SUBCONTRACTOR, AND AN INDEX OF CONTENTS. SUBMIT COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AND OWNER AT THE TERMINATION OF THE WORK, PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS, FINAL APPROVAL OF PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ARCHITECT, ENGINEER, AND OWNER, 1.8 WARRANTIES: WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER, PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 1.9 CUTTING AND PATCHING: PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC, AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE OWNER PRIOR TO CUTTING, DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION, PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE OWNER 1.10 ROUGHqN' COORDINATE WITHOUT DELAY ROUGHING-IN WITH GENERAL CONSTRUCTION, CONCEAL PIPING AND CONDUIT ROUGH-IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 1,11 STRUCTURAL STEEL, STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC,, SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESrGNATION A-36, SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE, DO NOT SUPPORT PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS, 1.12 ACCESS DOORS: PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER-TYpE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 1.13 PENETRATIONS' SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATE NON-SHRINK, NON-HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON-FIRE- RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION), COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE-RATED ASSEMBLIES WITH 3M # CP-25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE-RATED ASSEMBLIES. SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC AND METRAFLEX. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER-TIGHT WITH SILICONE CAULK. 2. HEATING, VENTILATION, AND AIR CONDITIONING 2.1 DUCTWORK: THE MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL DUCTWORK, ALL ACCESSORY TAPS, ROUND DUCT FITTINGS AND INSULATED FLEXIBLE DUCTS ,ALL METAL GAUGES SHALL BE IN ACCORDANCE WITH SMACNA AND ASHRAE. DUCT DIMENSIONS SHOWN ON THE PLAN ARE FINISHED DIMENSIONS. FLEXDUCT SHALL BE OWENS-CORNING FOIL- BACK HIGH QUALITY U/L APPROVED. PLASTIC WRAPPED FLEXDUCT JS NOT ACCEPTABLE ROUND PiPE DUCT RUNS SHALL BE CONSTRUCTED OF METAL PIPE WITH EXTERNAL SLEEVE INSULATION. FLEXIBLE DUCT SHALL BE UTILIZED iN LENGTHS AS SHOWN ON PLAN. FLEXIBLE DUCT MUST BE PROPERLY SUPPORTED WITH ONE INCH STRAPS AND CUT TO PROPER LENGTH TO PREVENT SAGGING. USE RIGID ROUND DUCTOWRK FOR HOT FOODS EXHAUST. DUCTWORK CONNECTIONS TO AIR DEVICES MUST BE MADE WITH HARDPIPE ELBOWS, COVERED WITH SLEEVE INSULATION. FLEX DUCT MUST NOT BE UTILIZED FOR A 90 DEGREE CONNECTION TO AN AIR DEVICE. BALANCING DAMPERS WITH DOUBLE LOCKING QUADS SHALL BE PROVIDED IN ALL ROUND PIPE TAKE-OFFS FROM THE MAIN TRUNKS. 2.2 INSULATION: SUPPLY AND RETURN DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 1" THICK ACOUSTICAL LINING WITH A MINIMUM R-VALUE OF 4.5 OR EXTERNALLY WRAPPED WITH 2" THICK GLASS FIBER DUCT WRAP. INSULATE SUPPLY AND RETURN DUCTWORK LOCATED OUTSIDE THE BUILDING WITH 2" LINER AND SEAL SEAMS WEATHER TIGHT. IDEDICATED OUTSIDE AIR SUPPLY DUCTWOSK LOCATED V~/ITHIN THE BUILDING SHALL BE INSULATED WITH 2" DUCT WRAP. 2.3 FINAL TESTING AND ADJUSTMENTS: AIR BALANCE SHALL BE PERFORMED AT THE COMPLETION OF THE PROJECT. BALANCE EACH SUPPLY, RETURN, OUTSIDE AIR DEVICE WITHIN 5% OF REQUIREMENTS AND FURNISH A REPORT TO THE CONSTRUCTION MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCED, AND APPROVED BY OWNER'S REPRESENTATIVE ON THE DAY TENANT OPENS FOR BUSINESS. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO OWNER THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. CALIBRATE, SETAND ADJUSTAUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 2.4 DIFFUSERS AND GRILLES. ALL SUPPLY ANB RETURN AIR DEVICES SHALL BE PROVIDED BY 7-ELEVEN AND INSTALLED BY THE CONTRACTOR. FOR ADDITIONAL iNFORMATION, CONTACT 7-ELEVEN'S ACCOUNT REPRESENTATIVE ETHAN KINSEY (972)406-6081. ALL AIR TERMINAL DEVICES SHALL BE iNSTALLED AS SHOWN ON THE PLANS IN ORDER TO HANDLE THE DESIGNED AIR FLOW CAPACITIES WITH A MINIMUM AMOUNT OF NOISE AND STATIC PRESSURE. 2.5 CONDENSATE DRAINS: THE CONTRACTOR SHALL PROVIDE AND IN,STALL AS A MINIMUM A 4" DEEP P-TRAP ON CONDENSATE DRAIN OUTLETS WHERE THE CONDENSATE WATER WILL EXiT THE P-TRAP AT A POINT 1" LOWER THAN THE DRAIN CONNECTION AT THE UNIT. THE CONTRACTOR SHALL PROVIDE AND INSTALL CONDENSATE LINES AS REQUIRED TO MEET LOCAL CODES AND AS SHOWN ON THE MECHANICAL PLANS, THESE LINES SH`ALL BE SLOPED AWAY FROM THE UNITS, SUPPORTED AS REQUIIRED TO ASSURE PROPER FLOW, AND AT THE CONTRACTOR'S OPTION, 2.6 CONTROLS: SMOKE DETECTORS AND SAMPLING TUBES PROVIDED BY 7- ELEVEN AND INSTALLED TO THE UNITS AND iN THE DUCTWORK BY THE CONTRACTOR. THE SMOKE DETECTORS SHALL DISABLE HVAC UNIT OPERATION UPON ACTIVATION. 2,7 ELECTRICAL' LOW VOLTAGE WIRING - ALL PROVISIONS FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THIS HVAC CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT, IF THIS HVAC CONTRACTOR CAN NOT PERFORM LOW VOLTAGE WIRING, THE HVAC CONTRACTOR SHALL INFORM THE GENERAL CONTRACTOR, AS PART OF THE HVAC BID DOCUMENT, TO HAVE THE ELECTRICAL SUBCONTRACTOR INCLUDES THIS WORK IN THEIR BID POWER WIRING - ALL ELECTRICAL POWER WIRING TO INCLUDE FINAL CONNECTIONS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR. 2.8 GAS PIPING: SCHEDULE 40 BLACK CARBON STEEL WITH MALLEABLE IRON THREADED FITTINGS. PAINT ALL GAS PIPING EXPOSED TO WEATHER WITH ONE COAT OF PRIMER, AND TWO COATS OF RUST-PROOF PAINT. COLOR SHALL MATCH BUILDING COLORS. COORDINATE WITH 7-ELEVEN CONSTRUCTION MANAGER. 2.9 CONTRACTOR RESPONSIBILITIES: AFTER COMPLETION OF THE WORK DESCRIBED IN THIS SPECIFICATION AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVING ALL LABELS AND STICKERS NOT CONTAINING OPERATION INSTRUCTION. CONTRACTOR SHALL REMOVE CRATING DEBRIS, LEAVING THE INSTALLATION FINISHED AND READY FOR OPERATION, TO INCLUDING CLEAN FILTERS IN AIR HANDLING UNITS. ISSUE BLOCK STORE NO; DOCUMENT DATE. 04/01/11 CBECKED BY' GJS DRAWN BY: SRW NEW YORK ALTERATION WARNING MECHANICAL SPECIFICATIONS IBMEET'M2.0 J CONDUIT PENETRATION SEALED WITH SILICONE SEALANT CONDULET AT CEILING PENETRATION FILLED WITH SEALANT 3ONDUIT AND WIRING TO PANEL BY GC CONDUIT AND WIRING TO NEXT JUNCTION BOX ON SAME SYSTEM CEILING MOUNTED WP JUNCTION BOX WITH THREADED HUBS AND CASKETED COVERPLATE TYPICAL COIL PROVIDE CEILING MOUNTED MANUAL SWITCH (NEMA 4) 'SQUARE D' TYPE K, CLASS 2510 OR EQUAL FOR CONNECTION OF EVAPORATOR COIL FANS AND/OR ELECTRIC DEFROST. LIQUID TIGHT FLEX CONDUIT TO KNOCKOUT ON UNIT, FINAL CONNECTION TO COIL BY GC NOTE: DO NOT LOCATE WP JUNCTION BOX DIRECTLY IN FRONT OF DISCHARGE FAN, OFFSET TO SIDE, NOTES: 1, ALL RECEPTACLES SERVED FROM PANEL "S" SHALL BE OF THE ISOLATED GROUND TYPE. ALL CIRCUITS SHALL CONTAIN A HOT, NEUTRAL AND ISOLATED GROUND CONDUCTOR. 2. ISOLATED DEDICATED, GROUNDED (IDG) 20 AMP CIRCUIT, FLUSH MOUNT QUAD PLATE WITH ORANGE RECEPTACLES. 2A. ISOLATED, DEDICATED, GROUNDED (IDG) 20 AMP DUPLEX CIRCUIT FOR ATM. 2B, RJ11 FLUSH MOUNT FACE PLATE FOR ATM DATA LINE TO RIS COMPUTER WITH JACK TO BE LABELED 'ATM'. DATA LINE IDENTIFIER 3. WIRE SIZES ARE BASED ON 75° C AMPAClTY TABLE OF N.E.C 4 ALLWIRINGIS COPPER. 5 WORK STATION RECEPTACLE FOR TASK LIGHTING AND TRAINING COMPUTER. 6 OFFICE TELEPHONE LINE. T-49/50 7. ISOLATED DEDICATED, GROUNDED (IDG) 20 AMP CIRCUIT FOR STORE COMPUTER, FLUSH MOUNT FACT PLATE FOR DUPLEX RECEPTACLE WHICH RECEIVES PLUG FROM UPS (BATTERY BACKUP) AND FUTURE PERIPHERALS. 6. MONEYORDER CABLES. D-4. 9. CASH REGISTER CABLES, D-1 & D-2. TWO CATEGORY 5 CABLES FROM SALES AREA CASH REGISTERS INTO ONE DUPLEX CATEGORY 5 RECEPTACLE COVERPLATE 10, ALL WALL MOUNTED RECEPTACLES SHALL BE 20" A.F.F. UNLESS NOTED OTHERWISE. 11. QUAD RECEPTACLE FOR SECURITY EQUIPMENT, RECEPTACLE RECEIVES THE FOLLOWING EQUIPMENT PLUGS. A. VCR B. MULTIPLEX CONNECTION FOR CAMERAS C, INTERCOM TO RECORD AUDIO AT SALES COUNTER D. ALARM RECEIVER, 12 ISOLATED DEDICATED, GROUNDED (JDG) 20 AMP CIRCUIT FOR STORE COMPUTER, FLUSH MOUNT FACE PLATE FOR QUAD RECEPTACLE. 13. FURNISH AND INSTALL CORD AND CAP FOR ALL EQUIPMENT CONNECTED TO NEMA L-14R RECEPTACLE. 14. ACCESS POINT EXTENDED ANTENNA CABLES, FOUR CAT 5 CABLESRJ45 FEMALE IN A 4-PLEX, COVER PLATE LABELED TO 3 LOCATIONS BELOW: 14.1 CAT6 R J45 FEMALE JACK CENTER OF SALES FLOOR SUSPENDED ABOVE CEILING TILE (MAY NEED TO MOVE LATER). 100~ IN TOTAL LENGTH WITH EXTRA COILED AT FEMALE JACK. 14 2 CAT6 R J45 FEMALE JACK CENTER OF SALES FLOOR SUSPENDED ABOVE CEILING TILE (MAY NEED TO MOVE LATER}. 100' IN TOTAL LENGTH WITH EXTRA COILED AT FEMALE JACK. 14.3 CAT6 R J45 FEMALE JACK IN RECEPTACLE 84" ABOVE FLOOR - CENTER OF WALK-IN COOLER OUTLET FOR OPTIONAL TOILET BASE BOARD HEATER- NORTHERN CLIMATES ONLY. G.C. TO COORDINATE POWER REQUIREMENTS FOR EXTERIOR SIGNAGE. DATA TELEPHONE CABLING PROVIDED BY LTCG, CONTACT GREGORY LEVALDS (972) 801-9950. CONDUIT AND BOXES TO BE PROVIDED AND INSTALLED BY C.C. 15. 16. 17. SYMBOL LEGEND NOT ALL SYMBOLS ARE USED TELEPHONEIDATA OUTLET JUNCTION BOX 120 V RECEPTACLE, DUPLEX 120 V RECEPTACLE, CEFLING MOUNT DUPLEX 120 V RECEPTACLE, SIMPLEX 120 V RECEPTACLE, DOUBLE DUPL~ SPECIAL RECEPTACLE (SEE NEMA CONFIG) DISCONNECT WALL SWITCH KEYED NOTES - POWER 16,103 HAND DRYER: PROVIDE PAD-LOCKABLE BREAKER FOR MAJNTENANCE. COORDINATE E~ACT LOCATION WITH CONSTRUCTION MANAGER PRIOR TO ROUGH-IN. 16.104 DOOR ENTRY ALARM ACCESS UNIT LOCATED IN BACK ROOM, RODANN ENTRANCE ALERT SET TX-1000 TRANSMITTER AND RX-1000 RECEIVER CONTACT #800,336.7010 16.105 ROUTE CIRCUITRY FOR COFFEE ISLAND UNDER SLAB, RE: 1/E1.2 16.109 ROUTE CIRCUITRY FOR DELI CASE UNDER SLAB, RE: 1/E1.2 16~111 ROUTE CIRCUITRY FOR PASTRY CASE UNDER SLAB, RE' 1/E1,2 16 113 RECESSED CLOCK OUTLET COORDINATE MOUNTING HEIGHT WITH SONSTRUCTION MANAGER 16.114 ENERGY MANAGEMENT ENCLOSURE PROVIDED BY OTHERS, PROVIDE ~OWER ONLY. 16.115 .~ C TO PROVIDE WIRING FOR COOLER DOORS FROM EVAPORATOR 31RCUITS, 16.116 3.C. TO PROVIDE WIRING FOR HEAT TAPE FROM EVAPORATOR 16.119 3EVICES SHALL BE NEMA 5-20 UNLESS NOTED OTHERWISE. TYP OF 120V-20A CIRCUITS. 16.120 RUN EXTERIOR BUILDING SIGNS THROUGH PHOTOCELL DRIVEN CONTACTOR, RE:2/E1.1 16 121 MOUNT AT FLOOR, 16.128 SERVICE RECEPTACLE, WEATHERPROOF GFCI ON EXTERIOR WALL. 16.129 SWITCH EXHAUST FAN WITH RESTROOM LIGHTS, TYP. 16.130 TELEPHONE BOARD 16.131 MOUNT FLUSH IN CEILING, TYp OF WINDOW RECEPTACLES. 16.132 RECEPTACLE FOR ATM SIGN. VERIFY LOCATION WITH CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF WORK, 16.133 USE BUCK BOOST TRANSFORMER, PROVIDED BY OWNER ON CIRCUIT TO RAISE VOLTAGE TO 240V. 16.135 DOOR BUZZER RECEPTACLE, MOUNT IN OR NEAR CEILING, DOOR ENTRY ALARM ACCESS UNIT LOCATED IN BACK ROOM, RODANN ENTRANCE ALERT SET TX-1000 TRANSMPCFER AND RX-1000 RECEIVER. CONTACT #800.336.7010 16.136 RECEPTACLE MOUNTED IN MONITOR PLATE. 3/4" CONDUIT TO J-BOX ABOVE WORKSTATION NOTE 2B D-7 NOTE2A 3/4" CONDUIT TO J-BOX ABOVE 3/4" CONDUIT TO J-BOX ABOVE WORKSTATION 3/4" CONDUIT TO J-BOX ABOVE NOTE11 SECURITY ALARM PANEL NOTE 12 VOICE LINE T~49/50 NOTE 6 FILE CABINET HERE OFFICE WIRING 3/4" CONDUIT TO CAMERAS & MICROPHONES J-BOX'S ABOVE CATEGORY 5 R J45 FEMALE 4-PACK, 72" AFF D-4NOTE6 · s-16 S-16 NOTE 7 ~ NOTE 7 10" x 10" J-BOX IN SPACE ABOVE WORKSTATION OFFICE 2~' CONDUIT TO J-BOX BELOW TYPICAL WORKSTATION1 ELEVATION, MAY NEED MODIFICATION PER ACTUAL CONDITIONS. S-6 NOTE 5 10"x 10" J-BOX FOR DATA & PHONE LINES (4) 3/4" TO SALES AREA FOR 01-06, PHONE & SECURITY CABLES - THROUGH MILLWORK TO SALES AREA. .. W. __ORKSTATION WIRING SLURPEE CU 3O/2/NF/3R 30/2/NF/3R 3O/2/NF/3R 30/2/NF/3R 3012/NFI3R 'rE3 60/3/NFI3R 6-30 L6-20 L6-30 L14~30 L14-30 L14~30 +84" +24" +24" +24 6-20 +42" / L-14~ %30 T-49/50 A-22/24 6-20 B-36/38 6-20 A-23/25 6-20 B-30/32 6-20 L14-30 (~SEE NOTE 14.2 SEE (~NOTE 14.1 L-20 60/2/NF/3R 60/2/NF/3R L-36/38 L-40/42 N 100/2/NF _ TYP. OF (4) SEE 60/2/NF NOTE 14.3 B-22/24 B-7 PANEL'S PANEL'A' -- GFCI 60/3/NF L-26 L~I 1 L-32 A-27 B-29 _POWER PLAN STORE NO,: 54215 DOCUMENT DATE: 5/18/11 CFrECKED BY: RMJ DRAWN BY. BS NEW YORK ALTER, TION WARNINC ELECTRICAL POWER PLAN UO 600A MAIN LUG ONLY 3PH 4WIRE 208/120V SERVES. DISTRIBUTIONNEW PAN ELBOARD 05,000 AIC LOCATION: BEHIND BUILDING GROUND BAR SURFACE MOUNT CK LOADSERVED WIRE SRKR PL PHASEA PHASEB I PHASEC IPL BRKR WIRE LOADSERVED CK 1 PANEL A 4/0 225 3 24.87 122.54 3 225 4/0 PANEL B 2 3 -- - 25.18 122.06 1 - t - -- 4 0 -- -I 870 I 2.' 5 I - -- 10 17 SPACEI I 000 10.90 SPACE 18 A225A MAIN LUG ONLY SERVES: DISTRIBUTION NEW PAN ELBOARD 3PH 4WIRE 208/120V 22,000 AIC LOCATION' BACK ROOM GROUND BAR SURFACE MOUNT CK LOAD SERVED NIRE BRKR IpL PHASE A PHASE B I PHASE C I PL BRKR WIRE LOAD SERVED CK I COFFEE t0 30 2 2.8510.72 I 20 12 RESTROOM RECEPT 2 3 -- - 2.85 I 0.54 I 1 20 12 SANDEN HOT DISPLAY 4 5 LANCER FSD 12 20 ~-I 090 J 0.08 I 28 12 SERVICE RECEPTS E ? CAPPUCClNO 12 20 I 1.50 I 0.96 I 1 20 t2 CHILI/CHEESE DISPENSER 8 9 CUSTOMER MICROWAVE 12 20 2I 160 r 0.08 I T 20 SPARE 10 11 -I 1'6910'5412012 FCB POP OUTLETS 12 t513 SLURPEE~tB__ lO_ 30 2 2.08 I 2.79 2 30 10 ICE t506 ICE MAKER 1614 17 COFFEE 10 30 2 2.85 I 168 2 20 12 FAST FOOD MICROWAVE 16 19 -- - 2.85 I 1.60 J - -- 20 2t FSD POP OUTLET 12 20 II 0-t8 I t-28 I 2 28 ! 12 HOT DOG ROLLER 22 23 HOT DOG ROLLER 12 20 2 I 1.28 I 1.28 - -- 24 25 -- -- 1.28 I 0.48 I I 28 12 CONDIMENT COUNTER 26 27 BATHRM HAND DRYR 12 20 I1 1.~ 10.601 I 20 12 SALESAREA RECEPTS 28 29 FF HAND SINK RECEPT t2 20 II 9.59 I 8.36 I I 20 t2 TOBACCO COOLER 30 31 DELI CASE 10 30 2 2.18 I 9.36 I 1 20 12 PASTRY CASES 32 33 -- -I 2.18 I 0.14 I 1 20 12 EF-2 34 35 ICEDCOFFEE t2 20 1~I 1.20 r 364 2~ 00 6 CU_l 36 37 WISCO HOT HOLD 12 20 1 0.82 I 3.64 I - -- 38 30 3DR EVAPORATOR 12 20 2I 0.43 I 8.22 2 80 4 I AHU-1 40 TOTAL 24.87 25.15 24.80 KVA 207.25 209.55 207.13 AMPS TOTAL LOAD 74.87 KVA 208.57 AMPS PER NEC ARTICLE 220 FEEDER LOAD 61.26 KVA 170.23 AMPS B 225A MAIN LUG ONLY SERVES: DISTRIBUTION NEW PANELBOARD 3PH 4WIRE 208/120V 22,000 AIC LOCATION: RACK ROOM GROUND BAR SURFACE MOUNT CK LOADSERVED JWIRE BRKR PL PHASEA PHASEB I PHASEC PL BRKR'W~REJ LOADSERVED ICK 1 WATER HEATER 6 50 2 3.00 I 3.64 2 60 6 CU-2 2 3 - 3.00 13.54 J - -- 4 5 - I 3.00 I 0.60 I 20 12 WORKSTATION OUTLET 6 7 DOOR BUZZER 12 20 1 0.72 I 0.84 I 2 20 12 SLURPEE CU 8 9 UNDERCNTRFRZR 12 20 I 0.69 I 0.84 I - 10 1t TURBO CHEF OVEN 8 35 2 2.88 I 9.58 I 23 12 UNDERCNTRFRIOGE 12 13 - - 2.88 I 0.84 I 2 20 12 SLURPEE CU 14 15 SLURPEE-2B 12 20 2 1.44 I 0.84 I - -- t6 17 -- - 1.44 I 2.85 2 30 18 COFFEE t8 19 WICCU 5 50 3 3.36 I 2.85 I - -- 20 21 -- _ 3.36 I 0.73 I 2 20 t2 W.I.C. EVAPORATORS 22 23 -- - 3.36 I 0.73 - -- 24 25 THERMO DRAWER 12 20 I 1.80 I 0.00 I t 20 - SPARE 26 27 COLD WELLS 12 20 1 0.72 I 0.85 I 1 20 12 REFRIGERATOR 28 29 BATHRM HARD DRYR 12 20 1 1.50 I 0.10 2 20 12 BUN WARMER 30 31 3DRLOWTEMPCU 12 20 2 1.20 I 0.10 I - -- 32 33 -- 1.20 I %80 I 1 20 12 THERMO DRAWER 34 35 1DRICE MERCH CU 12 20 2 1.20 I 0.19 2 20 12 BUN WARMER 36 37 -- -- 1.20 I 0.10 I - -- 38 39 ICEMAKERCU 10 30 2~ 2.85 I 0.00 I 20 - I SPARE 40 41 -- - 2.85 I 0.08 I 20 SPARE 42 TOTAL 22.54 22.06 21.18 KVA 187.82 183.85 178.59 AMPS TOTAL LOAD 65.78 KVA 182.80 AMPS PER NEC ARTICLE 220 FEEDER LOAD 6t .t7 KVA 108.99 AMPS L 16~ MAIN LUG ONLY SERVES: DISTRIBUTION NEW PANELBOARD 3PH 4WIRE 208/I20V 22,000 AIC LOCATION: BACK ROOM GROUND BAR SURFACE MOUNT CK LOAE~SERVED WIRE BRKR PLJ PHASEA J PHASES I PHASEC PLBRKRWIRE, LOADSERVED CK t LTS-B.O.H.(L) 12 20 I 0.7t 8.1o r I 2O 12 WALLCLOCK 2 3 SPARE -- 20 I 0.00 I 0.00 [ I 20 SPARE 4 5 SPARE -- 20 T 0.00 I 0.00 I 20 SPARE 6 7 LTS-SALESAREA(L) 12 20 I o.99lo.30l I 20 12 CONTACTOR 8 9 LTS, - W.I.C. 12 20 1 I 20 12 SST PMP/ALARM 10 11 ATIM SIGN 12 20 I 0.30 I 0.00 1 20 SPARE 12 13 LTS - SALES AREA(L) 12 20 I 0.89 I 0.36 I 1 20 I2 CIG MERC QUAD OUTLET t4 t5 SIPARE -- 20 1 0.00 I 0.00 I I 20 SPARE 16 17 BNBI SYRUP 12 20 ~ 0.18 I 0.00 1 20 SPARE 18 19 LTS-EXqFERIORBLDG 10 20 1 0.54 I 1.20 I T 20 12 EXTERIOR SIGN 20 21 SPARE -- 20 I 0.00 I 0.09 I ~ 20 - SPARE 22 23 SPARE 12 20 I 0.08 I 0.00 1 20 - SPARE 24 25 SITE LIGHTING 10 20 1 138 I 0.72 J I 20 12 WINDOW RECEPTS 26 27 SPARE 20 I 0.00 J 0.00 I I 20 -- SPARE 28 29 SIPARE 20 I 0.00 I 0.00 I 20 - SPARE 30 31 LTS-WJ.C. DOORS 12 20 t 0.42 I 0.50 I I 20 t2 LO,rESIGN 32 33 SlPARE 20 1 0.00 I 0.08 I ~- 20 - SPARE 34 35 SIPARE 20 ~- 0.0010.43 2 20 12 ICEMERCHEVAP 36 37 SPARE 20 I o.oo Io.43 ] - -- 38 39 I SPARE 20 1 r 0.00 1 8.22 ~- 8o 4 AHU-2 40 41 SIPARE [ -- 120 t 0.00 I 8.22 -~ - -- 42 TOTAL 8.58 I 8.70 9.13 KVA 71.46 72.47 76.05 AMPS TOTAL LOAD 28.40 [ KVA 73.36 AMPS PER NEC ARTICLE 220 FEEDER LOAD 28.17 KVA 78.27 AMPS (L) INDICATES LOCKING DEVICE S 100A MAIN LUG ONLY SERVES: DISTRIBUTION NEW PANELBOARD 3PH 4WIRE 208/120V 22,000 AIC LOCATION: BACK ROOM GROUND BAR SURFACE MOUNT ISOLATED GROUND BAR CK LOAD SERVED ~VIRE BRKR 3L PHASE A PHASE B I PHASE C !PL ZRKR WIRE LOAD SERVED CK I 1 CASH REGISTER #1 12 20 1 0.23 I 0.18 I 20 12 MONEY ORDER 2 3 CASHREGISTER~2 12 20 I 0.23 I 0.04 j I 20 12 VERIPHONE 4 5 SALES CTR LOTTO 12 20 1I 0.35 r 0.18 1 20 12 CLG CAMERA RECEPT 6 7 EBT 12 20 1 0.80 I 0.18 I 1 20 12 TIDELSENTINEL 8 g SPARE - 20 0.oo r o.38 T 20 12 MGR SECURITY RECEPT 10 1t INTERCOM 12 20I 0.18 I 0.50 t 20 12 MGRQUADRECEPT 12 13 SPARE - 20 0.00 r 0.18 I I 20 12 EMS PANEL t4 15 SPARE - 20I 0.00 I 0.46 I 1 20 12 WORKSTATION COMP. 16 17 TELEPHONE BOARD 12 20I 0.50 I 0.46 t 20 12 WORKSTATION COMP. 18 18 SPARE - 20 0.00 I 0.00 J I 20 SPARE 20 21 ATM RECEPT - 20 I 080 I 0.CO I I 20 SPARE 22 23 SPARE -- 20I 0.00 I 0.00 I 20 SPARE ~ 24 25 SPD - 30 3 0.t8 I 9.00 I t 20 SPARE 26 27 -- -I 0.18 I 0.00 I 20 -- SPARE 28 CONNECTED LOAD (KVA) N.EC, DEMAND FEEDER LOAD (KVA) UGHTS RECEPT. 7.1 73 125% 100% 8.8 7.3 CONNECTED LOADS RECEPT. REFRIG. KITCHEN 0.0 28.1 58.5 50% 100% 65% 0.0 28.1 3%0 MISC. 100% 15.9 WH HVAC 9.0 47.4 125% 100% 11 3 47.4 TOTAL 173.3 CONTRACTOR TO PROVIDE ENCLOSURE FOR CONTACTORS. PHOTO CELL MOUNTED ON NORTH SIDE OF ROOF. GENERAL PURPOSE CONTROL RELAY WITH 120V COIL. TYP LIGHTS SIGNAGE SITE LIGHTS UTILITY COMPANY ~ L~,~,~20/208V3PH4W TRANSFORMER NEW METER PER 2 EA. 3"C W/(4) 350 MCM CU UTILITY COMPANY SPECS F 120/208V., 30, 4W NEW PANEL"MB" 600 AMP CONNECT #2/9 CU GROUND WIRE TO GROUND ROD BUILDING STEEL AND COLD WATER PIPE PER NEC ARTICLE 250. BUCK BOOST TRANSFORMER FOR 4B-SLURPEE SQUARE D #1,5546F BUCK BOOST TRANSFORMER FOR 2B-SLURPEE SQUARE D #5005V438 G.C. TO PROVIDE 600A SERVICE TO NEW 'MS' PANEL. ALL NEW PANELS PROVIDED BY 7- ELEVEN, INSTALLED BY G.C. ALL FEEDERS DOWNSTREAM OF 'MS' PANEL PROVIDED AND INSTALLED BY G.C. 4 #3, 1 #SG, 1#91G 1 1/2" C ALL WIRE SIZING BASED ON 75' C AMPACrTY TABLE PER N E.C. REFER TO ITEM 3.9 OF ELECTRICAL CONDUCTOR SPECIFICATIONS. SPECIFICATIONS ON SHEET E3.0 FOR SPD PROVIDED BY GRAYBAR S-25127129 ELEVEn ISSUE BLOCK NEW YORK ALTER WARNINO ELECTRICAL PANEL SCHEDULES PHONES DESIGNATION I LINE I CONDUIT SIZE FROM TO T-49/50 STORE VOICE LINE, I THROUGH CONDUIT 3/4" TELEPHONE BOARD BACK ROOM110" x 10" J LOCATED AT SALES AREA,! BOX & THEN TO FRONT MGR'S OFFICE & RIS WORK SALES COUNTER STATION, %30 I MONEY ORDER, LONG THROUGH CONDUIT 3/4" TELEPHONE BOARD TO RIS, FROM FRONT SALES COUNTER DISTANCE CARDS (LDC) RIS 10"x 10" TO SALEB AND EBT (FOOD STAMP PROGRAM) T-39 FAX LINE AT RIS THROUGH CONDUIT 3/4" TELEPHONE BOARD ABOVE CLG TO WO RKSTATIION WORKSTATION R]S 10"x 10" T-68/72 SECURITY LINE/POLICE/ THROUGH CONDUIT 3/4" TELEPHONE BOARD TO RIS 10" x 10", TELEPHONE: BOARD OUTLET FIRE LOCATED AT TO MGR'S OFFICE & REG #1 TELEPHONE BOARD UNDERGROUND CONDUIT SCHEDULE NOTE: V~RIFY LOCATION IS ACCEPTABLE DESIGNATOR CONDUIT SIZE NOTES AND FREE OF OBSTACLES PRIOR TQ TRENCHING, P1 1" REFER TO E1,0 FOR CIRCUITS DATA DESIGNATION LINE CONDUIT SIZE FROM TO D-1 COMPUTER AT REGISTER ~1 THROUGH OVERHEAD CONDUIT 3/4" 1(] x 10 J BOX ~ WORKSTATION AREA SALES AREA COMPUTER AT REGISTER #2 THROUGH OVERHEAD CONDUIT 3/4" 1(] x 10 J BOX ~ WORKSTATION AREA SALES AREA D-2 D-3 HOLD-UP BU~FON THROUGH OVERHEAD CONDUIT 3/4" MGRS OFFICE SALES AREA - REGISTER #1 THROUGH CEILING 3/4" 10 x 10 J BOX @ WORKSTATION AREA CAMERA SIGNAL D-4 MONEY ORDER THROUGH OVERHEAD CONDUIT 3/4" 10 x 10 J BOX @ WORKSTATION AREA D~6 LOTTO THROUGH OVERHEAD CONDUIT 3/4" 10 x 10 J BOX @ WORKSTATION AREA SALES ARE~ D-7 ATM THROUGH OVERHEAD CONDUIT 3/4" 10 x 10 J BOX @ WORKSTATION AREA ATM COMPUTER AT REGISTER #3 THROUGH OVERHEAD CONDUIT 3/4" 10 x 10 J BOX @ WORKSTATION AREA SALES AREA D-8 (IF USED) 15'- 10" SLAB PENETRATION PLAN 1/4" = 1'-0" ELEVEn LSSUE BLOCK STORE NO' 34216 DOCUMENT DATE: 04/01/11 CRECKED BY: RMJ DRAWN BY: B S NEW YORK ALTRF ION WARNING ELECTRICAL SLAB PENETRATION PLAN IBREE'' E1'2 I / / ! L-25 ALL UNDERGROUND SITE LIGHTING 7-ELEVEN f REFER TO CIVIL DRAWINGS FOR LIGHTING SPECIFICATIONS AND QUANTITIES. Neutral Hot MODEL #HB350W Load NOTE: RETAIN FACTORY SETTINGS FOR COOLER SENSOR. MOTION SENSOR NeuRal 120V/230V/277V Ground or 347v (PW-160-347) (See installation instuctions) MODEL #PW-IO0- O Black 0 Ground Green/Yellow Ground Green O Red NOTE: RESTROOM SET TO 5 MINUTES, BACKROOM AND OFFICES SET TO 20 MINUTES BACKROOM WITH HIDDEN AREAS SET TO 30 MINUTES. MOTION SENSOR LIGHTING FIXTURE SCHEDULE1 LAMPS TYPE MANUFACTURER CATALOG NUMBER VOLTS/PHASE WATTS TYPE QTY MOUNTING DESCRIPTION QTY A US LED GTRl-l-22-CN1-50 120/1 64 LED 1 RECESSED 2' X 2' RECESSED LED TROFFER 37 B LSI AD-200-CFL-U E-GRD-LDS96WL-PG3-GOOS ENEC K 120/1 42 CFL 1 WALL EXTERIOR WALL MOUNTED COMPACT FLUORESCENT GOOSENECK 3 BRACKET & WALL BRACKETS G LSI XAWS-3-63-CW-UE-BRZ 120/1 70 LED 1 WALL LED WALL LIGHT 3 H2 SYLVANIA SLS-H4 BALLAST OSRAM QT 2X32 LP. 120/1 48 FO28-T8 1 SURFACE VAPOR-TITE SURFACE MOUNTED FLUORESCENT FIXTURE 5 (835 XP) CONSISTING OF ONE 4' SECTION W/ONE LAMP I LSI 4' LED LINEAR SURFACE MOUNT FIXTURE 120/1 14 LED 1 SURFACE LED FIXTURES PROVIDED BY OTHERS 14 K SYLVANIA SLS~K4-BALLAST OSRAM QT 2X32 LP. 120/1 48 FO28-T8 1 SURFACE SURFACE MOUNTED FLUORESCENT FIXTURES CONSISTING OF ONE 4 (635 XP) FOUR FOOT SECTION WITH A ONE LAMP LOW POWER OSRAM ELECTRONIC BALLAST WITH PUSH PIN SOCKETS AND PRE-WIRED PLUG IN POWER. XI CHLORIDE GM2 120/1 6 LED 1 UNIVERSAL EMERGENCY FIXTURE W/90 MINUTE BATTERY BACKUP 13 X CARPENTER CEW-XLD-R-U-1-W-DL 120/1 5 LED 1 UNIVERSAL LED EXIT SIGN W/96 MINUTE BATTERY BACKUP 4 KEYED NOTES - LIGHTING 16,200 V1OTION SENSOR "A", RE:2/E2.0, +42" TYP. 16.201 ~OTION SENSOR "B", RE:3/E2.0, TYP. 16.202 _IGHTS SHALL BE SWITCHED IN A CHECKERBOARD ~ATTERN. LOWERCASE INDICATES SWITCHING. 16.203 COOLER DOOR LIGHTS PROVIDED AND INSTALLED BY COOLER DOOR MANUFACTURER TO BE CONNECTED BY G.C. INTERIOR CEILING LIGHTING FIXTURE PACKAGE UNLESS OTHERWISE NOTED 7-ELEVEN SHALL FURNISH THE INTERIOR AND EXTERIOR LIGHTING FIXTURE PACKAGE- (INSTALLED BY G C.) ~LIGHT SWITCHES ALL MOTION SENSORS ARE TO BE MULTI-TECHNOLOGY WALL SWITCH SENSOR, NO NEUTRAL~ 1200 SQ FT MAJOR MOTION COVERAGE, 400 SQ FT, ,MINOR MOTION COVERAGE, 800W@120V INC, 1200VA@I20V FL, 2700VA~277V FL, I/4HP~120V MOTOR, COMMERCIAL GRADE - WHITE CALIFORNIA TITLE 24 COMP LIANT. ALL TO BE PROVIDED AN D INSTALLED BY G.C H2 L-9 G H2 i-3 L-23 }LIGHTING PLAN ISSUE BLOCK STORE NO: 34216 DOCUMENT DATE' 5/18/11 CHECKEO BY' RMJ DRAWN BY: BS i NEW YOR ALTERATION WARNING LIGHTING FLOOR PLAN ISRE T E2.0 I ELECTRICAL SPECIFICATION INTRODUCTION THE CONTRACTING FOR INSTALLATION OF THE ELECTRICAL SYSTEM WILL BE ACCOMPLISHED IN THE FIELD AT THE DMSJON LEVEL. THESE SPECIFICATIONS ARE TO AID IN PREPARATION OF DIVISION LEVEL STORE PLANS AND CONTRACT DOCUMENTS. IN CASE OF A CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS PROVIDED BY THE DIVISION CONSTRUCTION MANAGER, THE DIVISION'S PLANS AND SPECIFICATIONS SHALL PREVAIL 1 SCOPE 1.1 PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO EXECUTE WORK. 1.2 THIS WORK INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL SERVICE AND DISTRIBUTION SYSTEMS, PANELBOARDS, DISCONNECT SWITCHES, LIGHTING FIXTURES, POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM. 1.3 ELECTRICAL CONTRACTOR TO VERIFY TYPE OF POWER SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) AND MAXIMUM SHORT CIRCUIT CURRENT PRIOR TO SUBMITTING A PROPOSAL. 1.4 ELECTRICAL CONTRACTOR TO VERIFY TYPE OF TELEPHONE SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) PRIOR TO SUBMITTING A PROPOSAL. 1.5 ELECTRICAL CONTRACTOR VERIFY METERING, IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS, FOR "GENERAL SERVICE" SCHEDULE. 1 6 ELECTRICAL CONTRACTOR SHALL PROVIDE 3-PHASE 4-WIRE 120/268V WYE SERVICE IF FOR ANY REASON, THIS IS NOT AVAILABLE, THE ELECTRICAL CONTRACTOR SHALL NOTIFY 7-ELEVEN, JN WRITING PRIOR TO SUBMITTING A PROPOSAL. 1.7 ELECTRICAL CONTRACTOR SHALL PROVIDE LABELS 3/16 INCH HIGH, FOR DESCRIPTION OF MAIN SWITCHBOARD, PANELBOARD AND ALL BRANCH CIRCUITS. 2. INSTALLATION 2.1 THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT APPLYING TO ELECTRICAL INSTALLATION, AND WITH THE REGULATIONS OF THE NEC, WHERE SUCH REGULATIONS DO NOT CONFLICT WITH THE LAWS IN EFFECT, AND WITH THE PUBLIC UTILITY COMPANY FURNISHING THE SERVICE 2.1.1 THE CONTRACTOR SHALL UPGRADE THESE SPECIFICATIONS AS REQUIRED TO MEET COMPLIANCE WITH ALL APPDCABLE CODES IN EFFECT; HOWEVER, WHERE THESE SPECIFICATIONS MAKE STIPULATrONS OVER AND ABOVE THE MINIMUM REQUIREMENTS OF APPLICABLE CODES, THE CONTRACTOR SHALL NOT DOWN-GRADE THESE SPECIFICATIONS TO MINIMUM CODE REQUIREMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM 7- ELEVEN. 2.2 CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED ELECTRICAL CONDUIT AND WIRING FOR ALL MOTORS, STARTERS AND ELECTRICAL CONTROLS HE SHALL MAKE ALL LINE VOLTAGE ELECTRICAL CONNECTIONS AS REQUIRED FOR HVAC SYSTEMS. 2 3 ELECTRICAL CONTRACTOR SHALL COMPLETE THE CONNECTIONS TO ALL RECEPTACLES, SALES COUNTERS, GONDOLAS AND FINAL CONNECTIONS TO ALL FIXTURES AFTER FIXTURES ARE IN PLACE 2.4 VERIFY EXACT LOCATION OF ALL SIGNS WITH 7-ELEVEN REPRESENTATIVE. FURNISH AND INSTALL ALL CONDUITS AND WIRES WITH STUB-UPS AS DIRECTED BY THE 7-ELEVEN CORPORATION MAKE ALL FINAL CONNECTIONS AS REQUIRED. 2.5 WIRING 2.5.1 ALL WORK SHALL BE COMPLETED IN A NEAT AND WORKMAN-LIKE MANNER. THE CONTRACTOR SHALL CONTACT THE 7-ELEVEN CORPORATION REPRESENTATIVE SHOULD THIS PLAN REQUIRE MODIFICATION TO COMPLY WITH LOCAL CODES. 2.5 2 ALL WIRING SHALL SE RUN IN APPROVED METALLIC RACEWAY OR CONDUIT AND SHALL BE UNIFORMLY COLOR CODED THROUGHOUT THE ENTIRE SYSTEM. SPLICES, TAPS, AND TERMINALS SHALL BE MAKE ONLY rN "J" BOXES, OUTLETS AND PANEL BOARDS. 2.5.3 ALL CONDUCTORS SHALL BE COPPER THHN, 90 DEGREE CELSIUS, WITH A MINIMUM WIRE SIZE OF #12 AWG (ALUMINUM CONDUCTORS SHALL NOT BE USED). THE CONTRACTOR SHALL ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WITH GOOD PRACTICE FOR THE CIRCUIT/PROTECTIVE DEVICES EMPLOYED. THE NEUTRAL CONDUCTOR (WHERE USED) SHALL HAVE THE SAME AMPAClTY AS THE ASSOCIATED PHASE CONDUCTORS (I.E. NEUTRAL REDUCTION SHALL NOT BE PERMITTED) 2.5.4 THE CONTRACTOR SHALL ENSURE THAT CIRCUIT AMPACITY AND SHORT CIRCUIT/OVERLOAD PROTECTION IS APPROPRIATE FOR THE EQUIPMENT BEING INSTALLED. UL LISTING CONDITIONS SHALL BE OBSERVED. 2.5.5 TO COMPLY WITH NEC/UL LISTING CONDITIONS, C~RTAIN ROOFTOP UNITS ARE SHOWN WITH FUSED DISCONNECTS' 2,5.5.1 ALL FUSES SERVING MOTOR LOADS WILL BE OF THE DUAL ELEMENT TYPE. 2.552 DUE TO DIFFERENT INTERRUPTING CHARACTERISTICS, PANELBOARD CIRCUIT BREAKERS MAY BE RATED HIGHER THAN THE DUAL ELEMENT FUSES THEY SUPPLY TO ENSURE SUFFICIENT STARTING CURRENT 2.5.6 WIRE SIZES LISTED ARE MINIMUM. CONDUCTORS SHALL SE SELECTED SUCH THAT THE MAXIMUM VOLTAGE DROP BETWEEN THE PANELBOARD AND LOAD (AT FULL LOAD AMPS) SHALL NOT EXCEED THE FOLLOWING GUIDELINES: 2.5.6.1 MOTOR LOADS (AIR CONDITIONING, REFRIGERATION, ETC.) --- 2% OF CIRCUIT VOLTAGE AT PANELBOARD. 2.5.6.2 ALL OTHER LOADS---5% OF CIRCUIT VOLTAGE AT PANELBOARD. 2.5.7 SPECIAL NOTES ON SERVICES: 2.5 7.1 120/206V, 3-PHASE, WYE THE CONTRACTOR SHALL CHECK THE REQUIREMENTS OF ALL EQUIPMENT AND WILL INSTALL AUTOTRANSFORMERS (BUCK AND BOOST TRANSFORMERS) AS REQUIRED. 2.5.7.2 26/240V3-PHASEDELTAFORSAFETY, THETHREEPHASEPANELBOARDSHALLBEWiRED3_PHASE3 WIRE (I E. NO NEUTRAL). 2.5.6 THE CONTRACTOR SHALL PROVIDE DEDICATED CIRCUITS WITH iSOLATED GROUND FOR ALL CIRCUITS ORIGINATING FROM PANEL S. THE PURITY OF THE ISOLATED GROUND SHALL BE MAINTAINED BY USING ONLY INSULATED GROUNDING CONDUCTORS AND ISOLATED GROUND. THE GROUNDING CONDUCTOR FOR THE. ISOLATED GROUND SHALL NOT MAKE ELECTRICAL CONTACT WITH THE COMMON GROUND OR ANY ITEM CONNECTED TO THE COMMON GROUND (I.E. CONDUITS, "J"-BOXES, SWITCH BOXES, ETC,) AT ANY POINT OTHER THAN AT THE SERVICE GROUNDING TERMINAL SEE 2005 NEC 250-74 EXCEPTION #4. MATERIALS: ALL MATERIALS AND DEVICES SHALL BE U.L APPROVED AND SHALL CONFORM TO THE STANDARDS OF N.E.M A., N.E.C., AND LE.E.E. 3.1 LIGHT FIXTURES: SEE SCHEDULE ON ELECTRICAL PLAN. 3 2 RACEWAYS: ALL CONDUIT SHALL BE EITHER RIGID STEEL OR ELECTRICAL METALLIC TUBING PER N,E.C. REQUIREMENTS. 3.3 FITTrNGS AND BUSHINGS'ALL REQUIRED BENDS, FITTINGS, JUNCTION BOXES, ETC., WHETHER OR NOT THEYARE SHOWN ON THE DRAWINGS, SHALL SE INSTALLED TO SATISFY ALL CODES AND STANDARDS OF GOOD PRACTICE. ALL CONDUCTORS ENTERING/LEAVING A CONDUIT OR RACEWAY SHALL BE AFFORDED ABRASION PROTECTION BY AN ADEQUATE BUSHING OR OTHER APPROVED MEANS 3,4 OUTLET BOXES: SHALL BE STANDARD, STAMPED GALVANIZED STEEL BOXES; "J"-BOXES AND OUTLET BOXES USED AS A PULL BOX SHALL BE PROVIDED WITH A SUITABLE COVER OF SAME MATERIAL AS BOX. 3.5 WIRING DEVICES. INSTALL ON EACH AND EVERY OUTLET BOX, A WIRING DEVICE AND/OR COVERPLATE, ALL AS INDICATED BY SYMBOL ON THE DRAWINGS. 3 5.1 WALL SWITCHES: 35.1.1 SINGLE POLE SWITCHES: SINGLE POLE WALL SWITCHES SHALL BE SIMILAR AND EQUAL; TO "BRYANT" ~4561-120A, 120-277VAC TOGGLE SWITCH (WHITE) WITH COVERPLATE FOR SINGLE GANG OR (WHITE) COVERPLATE FOR DOUBLE GANG. 3.5.1.2 3-WAY SWITCHES: 3-WAY SWITCHES SHALL BE SIMILAR AND EQUAL TO "BRYANT" #4503-120A, 126-277VAC 3-WAY SWITCH (WHITE HANDLE) AND WHITE COVERPLATE FOR SINGLE GANG OR WHITE COVERPLATE FOR DOUBLE GANG. 3.5.3 CONVENIENCE OUTLET (20A). 20A CONVENIENCE OUTLETS SHALL AND EQUAL TO "BRYANT" ~342-I 2 POLE, 3 WIRE, 20 A 125V, DUPLEX GROUNDING RECEPTACLE WITH (WHITE) COVERPLATE. 3.5.4 OUTLET, ISOLATED GROUND (20A): ISOLATED GROUND OUTLETS SHALL BE EQUAL TO "BRYANT" #5261-1G 2 POLE, 3 WIRE, 20A, 125V, SINGLE, ISOLATED GROUND RECEPTACLE (ORANGE) WITH (WHITE) COVERPLATE. 3.5.5 GFCI CO~NVENIENCE OUTLETS (INDOOR & OUTDOOR): OUTDOOR GFCl OUTLETS SHALL BE WEATHER RESISTANT (WR) LABELED, EQUAL TO THE "BRYANT" #GFTR20W 20A OUTLET WITH OUTDOOR COVERPLATE #4500B AND BACK PLATE #63101. INDOOR GFCI OUTLETS SHALL BE EQUAL TO "BRYANT" #GF53WL, 20A WITH WHITE COVERPLATE 3.5.6 FLOOR BOXES' ALL FLOOR OUTLETS SHALL BE MOUNTED IN AN APPROVED FLOOR BOX SrMILAR AND EQUAL T,O "HUBBEL" ECONOMY TYPE II FLOOR BOX WITH BRASS COVER. 3.5.7 SAFETY SWITCHES, SAFETY SWITCHES SHALL BE UL APPROVED GENERAL DUTY SAFETY SWITCHES SIMILAR AND EQUAL TO THOSE MANUFACTURED BY "SQUARE-D", SWITCHES WILL BE FUSIBLE OR NON- FUSIBLE AS DICTATED BY PLANS/LOCAL CODES AND WILL BE INDOOR (DRY) INSTALLATION OR A NEMA TYPE 3R ENCLOSURE FOR OUTDOOR INSTALLATION. 3.5.8 NOT USE,D 3.5.9 PHOTO CELL (OUTDOOR): ELECTRONIC LIGHT SENSOR IS THE TORK EPC-I. ENCLOSED IN A LEXON HOUSING WITH A 1/2" COINDUIT MOUNTING AND 180 DEGREE SWIVEL. LIGHTING CONTROLLER HAS A 2 TO 1C~0 FOOT-CANDLE LIGHT ADJUSTMENT. INSTALL IN A WEATHER TIGHT JUNCTION BOX ON THE ROOF AT RTU-2. SET SENSOR TO 100 FOOT-CANDLE LEVEL. 3.5.9.1 LIIGHTING CONTROLLER (OUTDOOR LIGHTING CONTROL)' THE LIGHTING CONTROLLER IS THE TORK LC-200 IN A NEMA 1 ENCLOSURE. THE L~-200 IS USED JN CONJUNCTION WITH THE TORK EPC-1 3.5.10 CONTACT*OR (OUTDOOR LIGHTING CONTROL): THE LIGHTING CONTACTORS FOR USE WITH THE OUTDOOR PHOTO CELLS SHALL BE SIMILAR AND EQUAL TO "SQUARE-D" ELECTRICALLY HELD LIGHTING CONTACTOR CLASS 8903 TYPE LG-80 FORM F WITH 120V CONTROL COIL, NORMALLY OPEN CONTACTS RATED AT 30 AMPS CONTINUOUS, IN NEMA TYPE 1 ENCLOSURE WITH FUSED CONTROL CIRCUIT. REF WIRING DIAGRAM DETAIL 2/E3. 3.5.11 PHOTO CELL BYPASS SWITCH: THE PHOTOCELL BYPASS SWITCH SHALL BE A "BRYANT" #4801 -L SINGLE POLE LOCK TYPE 15A 120-277 VOLT SWITCH WITH KEY#6006 AND COVERPLATE (WHITE) NOTE: NO SUBSTITUTION SHALL BE PERMITTED UNLESS THE CONTRACTOR CAN PROVE TO THE 7-ELEVEN CORPORATION REPRESENTATIVE THAT THE PROPOSED SUBSTITUTE WILL OPERATE WITH "BRYANT" KEY # 6006. THE KEY SHALL BE TURNED OVER TO THE 7-ELEVEN CORPORATION REPRESENTATIVE AT ACCEPTANCE (NOT LEFT IN SWITCH, CASH REGISTER, ETC.)~ 3.6 SERVICE/DISTRIBUTrON EQUIPMENT PANEL AND DISTRIBUTION PANEL SHALL BE SQUARE D. ALL SWITCH GEAR TO BE PURCHASED FROM GRAYBAR. FOR PRICING AND PLACING ORDERS, CONTACT '7-ELEVEN' FOR THE APPROPRIATE SALES DEPARTMENT. 3.6.2 MAIN POWER SWITCHES THE MAIN PANEL POWER SWITCHES SHALL BE SQUARE 'D' TYPE I LINE, RATED AT 22,000 A.I.C, (MIN.) CIRCUIT BREAKERS SHALL BE LISTED AS FOLLOWS: 225A 3 POLE: SQUARE 'D' TYPE QD (25,000 A I C.) 100A 3 POLE SQUARE 'D' TYPE FH (25,0(~0 A.I.C.) NOTE' PANEL RATINGS REQUIRED FOR HIGHER AIC REQUIREMENTS SHALL SE PRESENTED TO THE DISTRIBUTOR FOR MODIFICATIONS TO THE GEAR SUBMITTAL. 3 6.3 PANELBOARDS: SQUARE 'O' PANELBOARDS USED IN SERIES WITH I-LINE CIRCUIT BREAKERS AND FITTED WITH SQUARE 'D' BRANCH CIRCUIT BREAKERS ARE LISTED FOR USE WITH UP TO 22,000 RMS SYMMETRICAL AMPS OF FAULT CURRENT USE AN APPROPRIATE SQUARE 'D' BREAKER WITH EACH PANEL. PANELS SHALL BE RATED AT 22K AIC. CIRCUIT BREAKERS SHALL ,BE TYPE QOXXX-"QO'LFRAME 3.6.3.1 PANELBOARDS: PANEL 'F', IF REQUIRED, SHALL BE FED BY A SQUARE D NO. 8903SQG2VO2. CONTACTOR SHALL BE WIRED FOR EMERGENCY SHUT DOWN. 3.6.4 WIREWAY: THE WIREWAY SHALL BE SIMILAR AND EQUAL TO "SQUARE D COMPANY" WIREWAY WITH APPROPRIATE FITTING FOR THE PARTICULAR INSTALLATION. CONTRACTOR SHALL SIZE TO INSTALLATION IN ACCORDANCE WITH GOOD PRACTICE AND CODES IN EFFECT. 3 70VERCURRENT/SHORT CIRCUIT PROTECTIVE DEVICES, 3.7.1 PANELBOARD BRANCH/FEEDER CIRCUIT BREAKERS: ALL DOWNSTREAM BREAKERS MUST BE SQUARE 'D' TO MAINTAIN SERIES LISTING. IF FUSIBLE DISCONNECTS ARE USED, SQUARE 'D' PANEL BOARDS AND CIRCUIT BREAKERS MAY BE USED. 3.7.2 GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS: GROUND FAULT CIRCUIT INTERRUPTER (GFCI) TYPE CIRCUIT BREAKERS SHALL BE SIMILAR TO THE PANELBOARD CIRCUIT BREAKERS BUT WITH GROUND FAULT PROTECTION GFCl BREAKERS SHALL BE UL APPROVED AS CLASS A DEVICES IN ACCORDANCE WITH UL STANDARD #943. 3.7,3 FUSES, MAIN SWITCHBOARD: MAIN SWrTCHBOARD FUSES, IF REQUIRED, SHALL BE CLASS J CURRENT LIMITING FUSES SIMILAR AND EQUAL TO "GOULD (AST200)" LOW PEAK (LPN-RK200) FUSES. 3.7.4 FUSES, EQUIPMENT- EQUIPMENT FUSES, IF REQUIRED, SHALL BE OF THE DUAL ELEMENT, TIME DELAY VARIETY SIMILAR AND EQUAL TO "GOULD" TRIONIC TR-T FUSES. 3.8 SPD SHALL BE PROVIDED BY GRAYBAR. 3 9 CONDUCTORS: ALL CONDUCTORS SHALL BE COPPER THHN, 90 DEGREES CELSIUS MINIMUM WIRE SIZE SHALL BE #12AWG. WIRE #SAWG AND LARGER SHALL BE STRANDED. INSULATION SHALL BE TYPE THWN OR THW, OR AS SHOWN ON THE PLANS AND SHALL CONFORM WITH NEC FOR THE PARTICULAR APPLIC,ATION. RHW iNSULATION SHALL BE USED JN CONDUIT ON THE ROOF. USE THHN INSULATION INF FLUORESCENT LUMINARIES USED AS RACEWAYS. NOTE: ALUMINUM CONDUCTORS SHALL NOT BE USED. 4, TESTINGANDINSPECTION 4 1 TESTING: 4.1.1 THE CONTRACTOR SHALL TEST, PRIOR TO ENERGIZING FOR THE FIRST TIME, ALL PIECES OF ELECTRICAL EQUIPMENT TO ASSURE THEM TO HAVE THE PROPER PHASE TO PHASE AND PHASE TO GROUND INSULATION AND TO BE FREE OF SHORTS. AFTER ENERGIZING, EACH LUMINAIRE SHALL BE LIGHTED AND TESTED. 4 1 2 THE VARIOUS CIRCUITS SERVED FROM THE PANELBOARDS VARY IN LOADING. THE CONTRACTOR SHALL CAREFULLY BALANCE THE LOAD ON EACH LEG OF THE SERVICE WHEN ALL LOAD IS TURNED ON AND THE SYSTEM IS OPERATING AT 100%, THE INITIAL UNBALANCE SHALL NOT EXCEED 10%. NOTE: WITH 3 PHASE DELTA, PHASES A AND C SHALL BE BALANCED WITHIN 10% PHASE S SHALL BE BALANCED AS CLOSELY AS POSSIBLE. 4.2 INSPECTION ELECTRICAL CONTRACTOR SHALL FURNISH AT THE COMPLETION OF THE PROJECT OR EACH INSPECTION POINT OF THE PROJECT, AN INTERMEDIATE OR FINAL iNSPECTION CERTIFICATE FROM THE LOCAL INSPECTING AUTHORITY 4,3 PERFORMANCE REQUIRED, 4.3 1 ALL EQUIPMENT AND FIXTURES SHALL BE PROPERLY CONNECTED WITH ADEQUATE POWER AND CHECKED THOROUGHLY FOR PROPER OPERATION. 4 3,2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED AS PER DRAWINGS AND IS SUBJECT TO INSPECTION FOR WORKMAN-LIKE APPEARANCE. 5 INDUSTRY~STANDARDS 5.1 THE FOLLOWING IS A LIST OF ABBREVIATIONS USED IN THE ELECTRICAL SPECIFICATIONS. NEC .................... NATIONAL ELECTRIC CODE NEMA ............... NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL ........................ UNDERWRITERS LASORATORIES, INC. HVAC ............... HEATING, VENTILATING AND AIR CONDITIONING IEEE ................... INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS GFCI .................... GROUND FAULT CIRCUIT INTERRUPTER AIC ................ AMPERES INTERRUPTING CAPACITY ISOLATED GROUND RECEPTACI f TYPICAL RECEPTACLE WIRING ISOLATED GROUND CIONNECTION MOUNTING STRAP BOX GREEN HEX HEAD GROUNDING SCREWAND BOX ClRCUIT~ BOUNDING BUMPER BARRIER ISOLATED GROUND RECEPT~ACLE INSULATES THE GROUNDING TERMINAL FROM THE OUTLET BOX VIA INSULATING BARRIER NORMAL "C BUILDING GROUND -ISOLATED GROUND, CONVENTIONAL RECEPTACLE CONNECTS GROUNDING TERMINAL TO OUTLET BOX VIA MOUNTING STRAP NORMAL "COMMON BUILDING GROUND RECEPTACLE WIRING SERVICE CONDUCTORS A B C N ? SOLID NEUTRAL ISOLATED GROUNDING WIRE FROM PANEL'S' GROUNDS ONLY AT SERVICE GROUNDING TERMINAL ISOLATED GROUND BAR PANELBOARD TO iSOLATED GROUND RECEPTACLE ONLY: ,~ ISOLATED GROUNDING CONDUCTOR WILL BE ~ FASTENED TO ONLY THE ISOLATED GROUNDING L ~ TERMINAL OF THE ISOLATED GROUND ( ~' RECEPTACLE, IT SHALL NOT MAKE ELECTRICAL F CONTACT TO ANY CONDUIT."J"-BOX, OR ANY OTHER ITEM IN CONTACT TO THE COMMON GROUND. ISOLATED GROUNDING WIRE CONNECTS TO ISOLATED GROUND BAR iN PANELBOARD, TED GROUND RECEPTACLE ELEVEn ISSUE oB LOC K DOCUMENT BATE: 0W/01/11 CHECKED BY: RMJ DRAWN BY. BS NEW YORK ALTE ION WARNING ELECTRICAL DETAILS & SPECIFICATIONS ISNE T' E3'O I PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL CW HW WASTE VENT DESCRIPTION HIGHLINE 12" ROUGH-IN, COLOR. WHITE OPEN FRONT SEAT, NO COVER. 17" RIM HEIGHT, FOR WC WATER CLOSET KOHLER K-3493(L) 3/4" -- 4" 2" HANDICAPPED. PRESSURE ASSISTED 1.4 GPF. MOUNT CONTROLS ON ACCESSIBLE SIDE OF TOILET. CONTRACTOR TO COORDINATE WITH FIXTURE SUPPLIER FOR K-3493-RA (R) LEFT/RIGHT HAND FLUSH LEVER TO COMPLY WITH ADA REQUIREMENTS. WALL-MOUNT 4" CENTERS WITH CHROME T&S MODEL EC-3103 MOTION ACTIVATED FAUCET, B-0199-03-N05 AERATOR (0.5 GPM). CONTRACTOR TO PROVIDE AND INSTALL LAVATORY, FAUCETAND HARDWARE PROVIDED BY7-11 AND INSTALLED BY CHESAPEAKE CONTRACTOR. FAUCET INCLUDES AC/DC CONTROL MODULE W/iNTEGRAL FLOW LAV LAVATORY KOHLER K-1729 1/2" 1/2" I 1/4" I 1/4" CONTROL SETTING, TEMPERATURE CONTROL MIXING VALVE SET TO 105"F W/INTEGRAL CHECK VALVES, 18" STAINLESS STEEL FLEXIBLE HOSES. INSTALL ZURN LAV GUARD ON EXPOSED WATER AND DRAIN LINES. MS MOP SINK FIAT MSB-2424 1/2" 1/2" 3" 1 1/2" NO 830AA FAUCET, CHICAGO E3JKCP AERATOR (2.2 GPM), NO.832-AAHOSE AND BRACKET, NO.145300 FLOOR STRAINER AND NO. 809-CC MOP HANGER ADA COMPLIANT, STAINLESS STEEL FIXTURE AND HARDWARE OWNER FURNISHED INCLUDING BRASS FAUCET & P-TRAP. PLUMBING CONTRACTOR INSTALLED. PROVIDE S1 HAND SINK .... 1/2" 1/2" 1 1/2" I 1/2" STOP VALVES, FLEXIBLE SUPPLY RISERS, TRUBRO LAV GUARD 2 PROTECTIVE PIPE COVERS ON EXPOSED HOT WATER AND DRAIN LINES AND TEMPERATURE-ACTUATING MIXING VALVE & SET TO 105' F. ADA COMPLIANT, CUSTOM WALL MOUNT 10" FRONT TO BACK X 14"W X 6"D HAND SINK (PRODUCTION LINE) OWNER FURNISHED ORDER BRASS FAUCET SUPPLIER PART #B- S2 HAND SINK SELECT STAINLESS PL-SHS-1 1/2" 1/2" 1 1/2" 1 1/2" 1146 & P-TRAP. PROVIDE TRUBRO LAV GUARD 2 PROTECTIVE PIPE COVERS ON EXPOSED HOT WATER AND DRAIN LINES, STOP VALVES AND TEMPERATURE- ACTUATING MIXING VALVE & SET TO 105° F FIXTURE AND HARDWARE OWNER FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. S3 3~COMPARTMENT SINK SELECT STAINLESS SS-3B1219-2018 1/2" 1/2" 3" 2" 7-ELEVEN SHALL PROVIDE BRASS FAUCET SIMILAR TO ELKAY NO. LK-67C SWING SPOUT FAUCET. PLUMBING CONTRACTOR SHALL PROVIDE P-TRAP AND STOP VALVES. PLUMBING SYMBOLS ~S~ SANITARY SEWER ~GW GREASE WASTE DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN -- --FW-- -- FILTERED WATER --C NATURAL GAS --CD CONDENSATE DRAIN PLUMBING VENT III UN~ON C ELBOW - TURNED DOWN O ELBOW - TURNED UP '-' TEE - TURNED DOWN ~ TEE - TURNED UP , .c, BALL VALVE ~ SHUT-OFF VALVE IN VERTICAL LINE ~ BACKFLOW PREVENTER ] FD DRAIN FLOOR [] FS FLOOR SINK O FCO FLOOR CLEANOUT O YCO YARD CLEANOUT II FPWH FREEZE PROOF WALL HYDRANT --- I HB HOSE BIBB ~1 WCO WALL CLEANOUT ~ GAS PRESSURE REGULATOR GAS COCK SPECIALTY PLUMBING FIXTURE SCHEDULE TAG FIXTURE MANUFACTURER MODEL DESCRIPTION NOTES WHA WATER HAMMER SIOUX CHIEF 650 CONFORM TO PDI WH-201, ASSR 1010, TEMP TO 250'F, 1 ARRESTOR MAX 350 PSIG WORKING PRESSURE -- TRAP PRIMER SIOUX CHEIF 698 BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. -- REDUCED PRESSURE WILKINS 975XL BRONZE BODY, WITH SHUT-OFF VALVES, Y STRAINER, BACKFLOW PREVENTER AND TEST COCKS. FD FLOOR DRAIN SIOUX CHIEF 832-36PNQ 3" LIGHT DUTY DRAIN WITH 7" SQUARE TOP, PVC BODY WITH NICKEL BRONZE RING AND STRAINER. FS FLOOR SINK SIOUX CHIEF 861 WHITE PVC 12" X 12" FLOOR SINK WITH 3/4" HEAVY DUTY PVC HALF GRATE, SEDIMENT BUCKET. FCO FLOOR CLEANOUT SIOUX CHIEF 851 PVC BODY, ROUND HEAVY-DUTY CAST IRON TOP, POLYPROPYLENE OR 2 ABS PLUG, ADJUSTABLE TO FINISH SURFACE YCO YARD CLEANOUT SIOUX CHIEF 834 DURA-COATED CAST IRON, DOUBLE-FLANGED HOUSING, AND HEAVY-DUTY 2 SCORIATED DUCTILE IRON COVER. WCO WALL CLEANOUT SIOUX CHIEF 873 THREADED, COUNTERSUNK BRONZE CLEANOUT PLUG. PROVIDE DRILLED TAP FOR CENTER SCREW AND STAINLESS STEEL COVER. NOTES: SIZE PER MANUFACTURER'S RECOMMENDATION. CLEANOUT SHALL BE SAME SIZE AS PIPE BEING SERVED. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON PLANS PUMP SCHEDULE MARK SERVICE MANUFACTURER MODEL WATTS HEAD DESCRIPTION MARK CIRCULATOR BELL & GOSSETT NBF-gU/LW GENERAL NOTES A. CONTRACTOR SHALL VERIFY THAT ALL PIPING TYPES AND SIZES MEET LOCAL CODE. B. WHEN DEEP FROST LOCATIONS ARE ENCOUNTERED, ROUTE SANITARY LINES UNDER BUILDING AS MUCH AS POSSIBLE C. PROVIDE PVC SLEEVE FOR ALL COLD/HOT WATER FLOOR PIPE PENETRATIONS MAKE SLEEVE LARGE ENOUGH FOR INSULATION. SEAL WITH GRAY MASTIC AND ENSURE OF NO WATER PENETRATIONS. D. FURNISH AND INSTALL WATTS 8A VACUUM BREAKER ON ANY THREADED EXTERIOR OR INTERIOR FAUCETS. E. ALL WATER SHUT OFF VALVES SHALL BE "BALL LOCK" TYPE. PROVIDE SHUT-OFF VALVES AT EACH TERMINATION POINT OF ASSOCIATED EQUIPMENT F. VERIFY GRADE OF INCOMING SANITARY SEWER BEFORE INSTALLATION OF SYSTEM. G. PROVIDE TRAP PRIMERS AND 1/2" COPPER TUBING CONNECTION TO ALL FLOOR DRAINS. H. PITCH WASTE LINES AT 1/4" PER FOOT MINIMUM. INSTALL WATER PIPING ON INSIDE OF EXTERIOR WALL INSULATION TO PREVENT FREEZING V/Ph GPM 120/1 5 WATER HEATER SCHEDULE MANUFACTURER kW V/Ph 5 FT BRONZE WET ROTOR INLINE CIRCULATOR PUMP WITH 314" CONNECTIONS. POWER CORD (10' MIN.), UL APPROVED, WITH AQ UASTAT CONTROL MODEL TANK SIZE ELDS52 50 WH RHEEM 9 208/3 NOTES: A. PROVIDE AMTROL (OR EQUAL) EXPANSION TANK, AND DRAIN PAN SIZED PER MANUFACTURER'S RECOMMENDATIONS. B. MOUNT WATER HEATER ON SUPPORT PLATFORM, REF 2/P2.0. KEYNOTES 15.100 CONNECTTOEXISTINGSANITARYSERVICE. FIELD VERIFY EXACT LOCATION AND DIRECTION OF FLOW BEFORE TRENCHING 15.101 CONNECT TO EXISTING GREASE INTERCEPTOR. FIELD VERIFY EXACT LOCATION AND DIRECTION OF FLOW BEFORE TRENCHING, REF. CIVIL PLANS. n PROVIDE HEAT TApE FORCONDENSATE IN FREEZERS =CD FCO' ROUTE FULL SIZE DRAINS FROM BEVERAGE EQUIPMENT TO FS WITH AIR GAP 'SS 1" CD [~N TO FS WITH AIR GAP [ SANITARY WASTE PIPING FS REMOVE, CAPAND BEING REUSED PER PLAN. CONCEALANY PIPING NOT LAV FCO ISSUE BLOCK sroR[ NO. 34218 DOCUMENT DATE' 5/18/11 CHECKED BY. GJS DRAWN BY' SRW BEW YBRK ^[IER iTION W^RNING DRAIN PIPING PLAN, RISER, AND SCHEDULES SERVICE PIPE GRAY MASTIC SEALANT PIPE INSULATION PVC PIPE SLEEVE, 2 PIPE SIZES LARGER THAN SERVICE PIPE (~ PI~PE SLEEVE DETAIL ~ATER RISER 3/4" DN TO COFFEE BREWERS 3/4" DN TO SLURPEE MACHINES 1/2" DN TO ICE MAKER O POST MIX CEILING FOR FUTURE USE TO CAPPUCCINO MACHINE 1/2" FW BELOW SLAB ~ .,J I / ,-'. j?LAv id' s31j 3/4" DN WATER FILTRATION SYSTEM, 3/4" HWR DN TO KEYNOTES 15.200 CON NECT TO EXISTING WATER SERVICE. FIELD VERIFY EXACT LOCATION, BACKFLOW AND METER REQUIREMENTS WITH AH J, 1&201 ROUTE FW TO WATER FILTRATION SYSTEM, 50 GALLON WATER HEATER, REF. 2/P2.0 SHELF TO I 650LBS, REF ARCH DWGS DRIP PAN WATER SUPPLY FOR FILTER & PUMP PLUMBING DETAILS FINISH FLOOR (~) P.__LUMBING CONNECTION DETAIL 1/2" CAPPEDABOVE -- CEILING FOR FUTURE USE 3/4" DN TO POST MIX 1/2" DN 1/2" DN WALL AND BELOW SLAB TO CAPPUCCINO MACHINE ' 1/2" FW BELOW COFFEE ISLAND , ,TOCAPPUCCINO MACHI~NE L~ ('~ WATER PIPIN~LAN .... .~ REMOVE, CAP AND CONCEAL ANY PIPING NOT BEING _REUSED PER PLAN. "5(~J I pt@ ELEVEn ISSUE B L5~1C8~11 PR-1 STORE NO,, 34216 DOCUMENT DATE' 5/18/11 CHECKED BY' CJS DRAWN BY: SRW :ILTRATION NEW YORK ALTERATION WARNING WATER PIPING PLAN AND RISER JSH' T' P1 .1 PLUMBING SPECIFICATION 1. INTRODUCTION THE CONTRACTING FOR INSTALLATION OF PLUMBING SYSTEMS WiLL SE ACCOMPLISHED IN THE FIELD AT THE DIVISION LEVEL (IN CASE OF A CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS AND/OR WRll~E N OR VERBAL INSTRUCTIONS PROVIDED BY THE CONSTRUCTION ANAGER, THE DIVISION'S INSTRUCTIONS SHALL PREVA[L). HEREAFTER IN THIS SPECIFICATION, THE WORD "PLUMBING CONTRACTOR" SHALL REFER TO THE INSTALLING PLUMBING CONTRACTOR AND "OWNER" SHALL REFER TO 7-ELEVEN. I 1 SCOPE OF WORK PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL PLUMBING FIXTURES, ACCESSORIES, AND ATTENDANT PIPING AS STATED HEREIN REFER TO THE PLUMBING PLANS AND THE "MATERIALS" PORTION OF THIS SPECIFICATION FOR EQUIPMENT TO BE FURNISHED. EXACT LOCATION OF ALL EQUIPMENT SHALL BE DETERMINED BY REFERENCE TO THE PLANS AND MEASUREMENTS AT THE BUILDING SITE AND IN COOPERATION WITH OTHER CONTRACTORS AND IN ALL CASES SHALL BE SUBJECT TO THE OWNERS APPROVAL. 1.2 GENERAL 1.2.1 ALL SAFETY PRECAUTIONS SHALL BE TAKEN TO PROTECT PERSON, PROPERTY, AND EQUIPMENT. 1.2.2 NO COMPENSATION FOR WORK PERFORMED OVER AND ABOVE PROJECTS SUM SHALL BE ALLOWED DUE TO CONDITIONS WITH WHICH THE PLUMBING CONTRACTOR SHOULD HAVE BEEN FAMILIAR 1.2.3 ANY DEVIATION BY PLUMBING CONTRACTOR FROM THE PLANS AND SPECIFICATIONS, OR ANY SUBSTITUTION OF EQUIPMENT FROM THAT SPECIFIED, SHALL FIRST RECEIVE OWNER'S APPROVAL. 1.3 OPERATIONS 1.3 1 ALL DELIVERIES TO COINCIDE WITH CONSTRUCTION SCHEDULE. MATERIALS SHALL BE STORED WHERE AND/OR AS DIRECTED BY THE GENERAL CONTRACTOR. STORAGE MUST BE IN SUCH A PLACE AS TO AVOID ACCIDENTAL MUTILATION BY EQUIPMENT BY ANY CONTRACTOR WHILE PERFORMING THEIR WORK. WHETHER ON SITE OR OFF 1.3 2 INSTALLATION 1.3.2.1 ALL UNDER FLOOR PIPING SHALL BE INSTALLED IN CONJUNCTION WITH THE GENERAL CONTRACTORS'S WORK SCHEDULE. NO UNDERGROUND WORK SHALL BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED AND TESTED. 1.322 PLUMBING CONTRACTOR SHALL DO THE NECESSARY TRENCHING, SHORING AND BACKFILLING REQUIRED TO FULFILL HIS CONTRACT. BOTFOMS OF TRENCHES SHALL BE CUT TO GRADE. 1.3.2.3 ALL OPENINGS AND STUB-UP FOR PLUMBING PIPING AND FIXTURES SHALL BE CAREFULLY LOCATED AND COORDINATED, OTHERWISE, PLUMBING CONTRACTOR SHALL CUT NEW OPENINGS AT HIS OWN EXPENSE, AND REIMBURSE OTHER SUBCONTRACTORS FOR ANY DAMAGE DONE TO THEIR WORK. 1.4 CODE AND PERMIT REQUIREMENTS 1.4.1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES, AND CODES, WHICH SHALL BE DELINEATED, AND ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITIES SHALL BE MADE BY PLUMBING CONTRACTOR WITHOUT ADDITIONAL COST TO OWNER. 1.4.2 PLUMBING CONTRACTOR SHALL OBTAIN, PAY FOR AND FURNISH ALL PERMITS REQUIRED BY LOCAL OR STATE ORDINANCES OR CODES, AND THESE COSTS SHALL BE STATED SEPARATELY ON THE CONTRACTOR'S INVOICES. 2. MATERIALS 2.1 DOMESTIC WATER PIPING: 2.1.1 ABOVE AND BELOW GRADE WATER PIPING SHALL BE PEX TUBING CONFORMING TO ASTM F877 CROSS-LINKED POLYETHYLENE TUBING HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM F876 CROSS-LINKED POLYETHYLENE TUBE, ASTM 1807 FITTING AND ASTM F2159 FITFINGS, COMPLY WITH NSF STANDARD 14 AND 61. PEX TUBING SHALL BE WATTS WATERPEX CROSS-LINKED POLYETHYLENE OR EQUAL. ALL PEX TUBING BELOW GRADE SHALL BE SLEEVED WITH PVC PIPE. 2.1.1.1 FITTINGS: FITTINGS SHALL BE MECHANICAL CRIMP FITTINGS IN COMPLIANCE WITH ASTM F1897 AND F2159. PEX FITTINGS SHALL BE WATTS BRASS CRIMPRING FITTINGS USING EITHER WATTS COPPER. CRIMPRING OR STAINLESS STEEL CINCHCLAMp OR EQUAL. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2.1.2 NOT USED 2.1.2.1 NOT USED 2.2 SOIL, WASTE AND VENT PIPES. 2.2.1 ABOVE AND BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE PVC PLASTIC, SCHEDULE 40 DWV PIPE CONFORMING TO ASTM 02665 WITH PLAIN ENDS. CELLULAR (FOAM) CORE PVC NOT ALLOWED. INSTALL PER ASTM 02665 AND ASTM 02321 2 2.1.1 FITTINGS SHALL BE PVC POCKET-TYPE DWV PIPE FITTINGS, ASTM 02665 MADE TO ASTM 03311 DRAIN, WASTE AND VENT PATTERNS. 2 2 2 NOT USED 2.2.3 NOT USED 2.3 FLASHING: SHEET LEAD. 4 POUNDS PER SQUARE FOOT, MINIMUM 2.4 INSULATION' DOMESTIC COLD WATER, HOT WATER, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING): 1" ONE- PIECE FIBERGLASS COVERING WITH FIRE-RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. FOR PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS-MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS By DOW INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. FOR HOT AND COLD WATER PIPING INSTALLED INSIDE MASONRY UNITS OF WALLS, PROVIDE 1" FLEXIBLE UNICELLULAR INSULATION BY ARMACELL. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING COVERS. Fill-lNG COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WrTH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 2.5 CONDENSATE DRAIN LINES HARD DRAWN, TYPE "M" OR "L" COPPER OR PVC AND ROUTE TO FLOOR DRAIN IN BUILDING 3. TESTING AND INSPECTION 3.1 THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED BEFORE COVERING OR ENCLOSING. 3.2 INSPECTION: WORK SHALL BE INSPECTED FOR COMPLIANCE WITH CODES, ORDINANCES, REGULATIONS AND ADHERENCE TO CONTRACT DOCUMENTS. PLUMBING CONTRACTOR SHALL SUPPLY OWNER WITH SIGNED FORMS OR PROOF OF ACCEPTANCE BY THE LOCAL AUTHORITY BEFORE CONTINUING FROM ONE STAGE TO ANOTHER. FINAL APPROVAL SHALL BE OBTAINED BEFORE FINAL PAYMENT IS MADE ON THE CONTRACT. 3.3 PERFORMANCE REQUIRED: 3.3.1 PLUMBING CONTRACTOR SHALL INSTALL ALL PLUMBING SYSTEMS LEAK FREE AND AS PER PLANS AND SPECIFICATIONS 3.3 2 ALL EXPOSED EQUIPMENT SHALL BE INSTALLED IN A WORKMANLIKE MANNER AND WILL BE SUBJECT TO ARCHITECTURAL INSPECTION FOR AESTHETIC APPEARANCE. 4. CUTTING AND CLEANING: 4.1 PLUMBING CONTRACTOR SHALL CLEAN ENTIRE SITE OF DEBRIS, TOOLS AND EQUIPMENT RELATED TO THIS WORK. 4.2 PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK WHICH MAY BE REQUIRED TO RELIEVE THE WORK OF OTHER CONTRACTORS 5 GUARANTEES 5.1 PLUMBING CONTRACTOR SHALL GUARANTEE ALL OF THE WORK AND THE COMPLETE OPERATION WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS. PLUMBING CONTRACTOR AGREES TO REPLACE, WITHOUT EXPENSE TO THE OWNER. ANY PART OF HIS WORK ON THIS INSTALLATION WHICH PROVES TO BE DEFECTIVE WITHIN ONE (1) YEAR AFTER ACCEPTANCE OF THE WORK. HW SUPPLY TO SYSTEM REF PLAN THERMOMETER CHECKVALVE CWSUPPLYTO -- WATERHEATER REF PLAN SET DISCHARGE TEMPERATURE TO 120 DEG. F FIOT WATER AQUASTAT STRAINER TYp RECIRCULATION PUMP (P1) BALL VALVE, TYP, WATER HEATER SHELF TO SUPPORT WEIGHT OF 650 LBS, WITH INTEGRAL EMERGENCY DRAIN PAN WITH 4" HIGH LIP. EXPANSION TANK. RE: WATER HEATER SCHEDULE. DIELECTRIC UNION TYP T & P RELIEF GAP DISCHARGE TO MOP SINK ATER HEATER TYPICal FOOD GRADE BEVERAGE TUBING CASH-FLO RPZII BACKFLOW PREVENTER, DO NOT MOUNT HIGHER THAN 5'-0" BOOSTER PUMP, REF NOTE #8 BELOW NOTE: CORD FROM BOOSTERPUMP TO PLUG. 3~"FLEXIBLE TUBING 10FT REQUIRED 3/4" BALL VALVE 3/4" SET TANK ON SHELF [ COARSE FILTER ~ROUTEDISCHARGE TO AN APPROVED RECEPTOR [INFORCED PLASTIC LINE TO SLURPEE ABOVE CEILING WiTH BUILT-IN CHECK VALVE CONFORMING TO ASSE 1022 TAG POST MIX FAG SLURPEE 3/4" REINFORCED PLASTIC LINE TO POST MIX ABOVE CEILING WITH BUILTJN CHECK VALVE CONFORMING TO ASSE 1022 · 1/2" LINE TO ICE MAKER ABOVE CEILING -REGULATOR @ ICE MAKER TO < 60 PSI- TAG COFFEE ~ ~ ** 3/4" LINE TO COFFEE BREWER(S) AND 3/4"SS-IMF ~SS-IMF LSHuTCAPPUCCINOoFF VALVE C~p.)M~CHINE FOR ROUTING DIAGRAM D AN APPROVED RECEPTOR ** 3/4" LINE SPLITS INTO 1/2" LINES WITH SHUT OFF VALVES AT EACH COFFEE BREWER AND CAPPUCCINO MACHINE. EVERPURE FILTER SYSTEM MODEL 1. WATER SUPPLY MUST BE 3/4" INCH. 2. WATER SHUT-OFF VALVE SHALL BE "BALL LOCIC' TYPE. POSITIVE ON-OFF. 3. DRAIN MUST BE PROVIDED TO PERMIT FLUSHING OF NIEW FILTERS 4 WATER FOR ICE MAKERS, COFFEE MAKERS, AND HOT CHOCOLATE MAKER SHALL BE ROUTED THROUGH THE IMF UNIT. 5. WATER FOR FSD AND FCB EQUIPMENT SHOULD NOT BE ROUTED THROUGH THE IMF UNIT (NOT NECESSARY). 6. COARSE FILTER AND IMF MAY BE CHANGED INDIVIDUALLY. 7. MC (CHARCOAL) FILTERS MUST BE REPLACED IN SETS. NOTE. MC FILTERS WILL AVERAGE SIX (6) MONTHS OF USE. XC FILTERS FOR AREAS WITH HIGH WATER IMPURITIES 8. MINIMUM SUPPLY WATER PRESSURE INPUT TO THE FILTER SYSTEM IS 40 PSI. BELOW 40 PSI REQUIRES A PRESSURE BOOSTER PUMP. ERPURE WATER PURIFICATION SYSTEM ELEVEn ISSUE BLOCK STORE NO,, 34216 DOCUMENT DA~: 04/01/11 CHECKED BY. GJS DRAWN BY. SRW NEW YORK WARNING PLUMBING DETAILS & SPECIFICATIONS I P2.O I