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�o�pS�FF Gy Town of Southold 12/30/2021 P.O.Box 1179 h F.T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42658 Date: 12/30/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 30840 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-1-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/27/2019 pursuant to which Building Permit No. 43936 dated 7/8/2019 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: fire repairs and alterations to an existing building as applied for. The certificate is issued to Homan,James of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43936 8/12/2021 PLUMBERS CERTIFICATION DATED 11/17/2020 Sea w PlumbirjQ Aut rrgnature TOWN OF SOUTHOLD ��SufFo�,rCoGy 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#: 43936 Date: 7/8/2019 Permission is hereby granted to: Homan, James PO BOX 738 Cutchogue, NY 11935 To: partially demolish a fire damaged building as applied for. Additional approvals/permits will be required. At premises located at: 30840 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-1-3 Pursuant to application dated 6/27/2019 and approved by the Building Inspector. To expire on 1/6/2021. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO -COMMERCIAL $50.00 Total: $300.00 B ' in "pector O��pf SO(/j�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(Zi-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Homan Address: 30840 Route 25 city:Cutchogue st: NY zip: 11935 Building Permit#: 43936 Section: 103 Block: 1 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bri-Co License No: 33720ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 30 Bath Exhaust Fan 2 Service 3 ph X Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt 2 Recessed Fixtures CO2 Detectors Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures 2 Time Clocks 1 Disconnect 3 Switches 17 4'LED �4 Exit Fixtures 3 Pump Other Equipment: Hand Dryer (1), Heaters (3), Freezers (2), MDP 200x2 100x1 175x1, ForkLift Charger Mini Split , Garage Door Notes: Fire Renovation Inspector Signature: w Date: August 12, 2021 S. Devlin-Cert Electrical Compliance Form • p'F SOryol. � o • Town Hall Annex Telephone(631)765-1802 54375 Main Road 1 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: November 17, 2020 Building Permit No. 43936 Owner: Braun's Oyster Co. (Please print) Plumber: SeaView Plumbing (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. alz�4 (Plumbers Signature) Sworn to before me this 0?0 day of20 o2s� L i 1 Notary Public, ll i- c ounty D E C 2 9 2021 LL L-uCIARIVIF770 yTjTj,�Fli DEPT. Mary of olic state of New York V(. )1R161A6951 TG `INZ (`}; jualfied in Suffolk County •"s�� e' ~ Cnmmiss1nn Fxoires 5130120 corm No.6 TOWN OF SOU HOLD 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 l%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) / Location of Property: 1-/�� 0 OPA �� C t�'I�� a<5y16- House No. Street/ Hamlet Owner or Owners of Property: �� % ov0 r✓IfyS D Suffolk County Tax Map No 1000, Section I Q 22 Block Q Lot Q I �o7i�D q�;, Subdivision �� Imo' Filed Map. kL Lot: Permit No. Date of Permit. Applicant: 0, J A& (Jc� Health Dept. Approval: L I� Ce —QQD I ISI p� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ignature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, &1 0.n residing at 13 b)c -739 �kh o up- (Print e-(Print property owner's name) (Mailing Address) y M lC � ��;� do hereby authorize H (Agent) C A 1 of - to apply on my behalf to the C 'TQC Southold Building Department. ,�, ti ��/ 7 (Own is Signatur ) (Date) (Print Owner's Name) l y�Jh `17� tip��OF SO(/lyolo : * # TO-WN OF SOUTHOLD BUILDING' DEPT. Comm 765-1802 -PEC INS ON [ ] FOUNDATION 1ST ROUGH PLBG. [ �] FRAMI UNDATION 2ND [ ] .INSULATIOWCAULKING [ NG /STRAPPING [ ] FINAL [.' I FIREPLACE & CHIMNEY , [ ] �FIRE"SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION °[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �VU4lh U)064ptum J vv—/t �Vt vi GWY4cr! DATE . INSPECTOR pF SOUTyolo - L4 3j q ?j(o -50 S KO M A IA # # TOWN OF SOUT.HOLD BUILDING .DEPT. courm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] INSULATION/CAULKING" [ ] FRAMING /STRAPPING [ ] FINAL [_ ] FIREPLACE-&'CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ]` CODE VIOLATION [ ] PRE C/O REMARKS: 2Cf1LV G Il Aln_i r -DATEA-0 INSPECTOR / • SOF SOUry o� O * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION' /] FOUNDATION 1 ST�elA [ ] ROUGH PL13G. ] FOUNDATION 2ND' [` =]= INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL °[: ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE C/O REMARKS: 5 ca na �maA 4�v aAl DATE I INSPECTOR # TOWN OF SOUTHOLD ZUILDING DEPT. `y�nurm '' 765-1802 ANSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ VASULATIOWCAULKING [. ] FRAMING /STRAPPING [ FINAL e1V/rj, 44ejAA/S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL--(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � wt4 C s Go &ookf, o/ �v n 12 �✓ '�h DATE 3O INSPECTOR OF SOUIyolo �� l � 3o * # TOWN OF SOUTHOLD BUIL ING-DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f PV/MaY) 1-17 4Pl � DATE INSPECTOR - ------ - /- - DEA ua 5 s-x.56 pF SOUTyo� -y # TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION [ ] .FOUNDATION 1ST [ ] ROUGH PLBG. [" ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [�FINAL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: u iLam. ✓ arc /,. fair fz.� /oc A ,4 e a esti iia s�ez e �e ar��. /moo - S�G✓4-!.e_ � � �e�. DATE 2-26= 20z/ INSPECTOR Wg44� l /� OE SOUTy� - - TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ :]/INSULATION/CAULKING [ ] FRAMING /STRAPPING [V FINAL9,e, [ ] FIREPLACE & CHIMNEY [` ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 9REMARKS: (DIVA.� ' Perm t vltr &462A� W119 I-Aerftel r.,,84� Q - C&ef) DATE Y INSPECTOR . SOUTHOLD TOWN FIRE MARSHAL RFisher • a 631-765-1802 x5028 X01 NOTES & COMMENTS robert.fisher@town.southold.ny.us Business/Job: '?440 f&f-WI -gmmm ` 2Ey AGS Address: S/B/L: Date: c4PA-/V C S„ Z AN 3 1425 SIA _ 300 i 21V 7a X tAr FireN otes-18-2-w-seal.docx c r- .N QUIK-S H I-E L D 112 21b Spray Foam Insulation QUIK-SHIELD-112 is a closed-cell spray foam insulation. It is ideal for-high-performance and air-barrier ' Sulti. n a I' ations in residential (IRC) and commercial (IBC) construction. QUIK-SHIELD-112 is economic, c . 1 aii e 1i ' rrl has low application odor and causes minimal gun clogs. TYPICAL PHYSICAL PROPERTIES Properties achieved in a lab environment at 77°F, Field conditions may cause variation in properties, PROCEDURE VALUES- Air Leakage(L/.s%m2) E-283 <0.02 Air Permeance at 1"(L/s/m2) E-2178-13 <0.02 Closed-Cell,content(%) D-6226 >96 Compressive Strength(psi) D-1621 25 Core Density(nominal,.lb/ft3) .D-1622 2.0 Dimensional Stability(%) D-2126 9(max) Tensile Strength(psi) D-1623 83 Water.Absorption(%) D-2842 1 Water Vapor Permeance AT 1.2"•(perms/in) E-96- 0.93 RELATIVE INSULATION VALUES(aged) R-value at 1" 6.6 R-value per inch at>_3.5" 6.5 THERMAL BARRIER NFPA 286 14 e o ro-•-o Ins %T@ = et mils) NFPA 286 20 T(?,•; ' I0 .(+'� . n]._) NFPA 286 17 (' I, ,,,w UL-1715 14 HANDL G PROPERTIES at 77°F(250C) A-SIDE(150) B-SIDE(RESIN) Specific Gravity 1.23 1.22 Viscosity,cps 250±50 680±100 RECOMMENDED STORAGE AND SHELF LIFE • Storage temperatures 50-100°F(10-38°Q.See back for preconditioning of material. 6 month shelf life from date.of manufacture(unopened containers). • Keep container tightly sealed. Store out of direct sunlight,in•a cool dry place;avoid freezing. PRODUCT INFORMATION LEED QUIK-SHIELDS 112 has a minimum_ of 9%total renewable/recycle content,2.3%pre-consumer recycled,5.2%post- consumer recycled;1.6%rapidly renewable,and IEQ Credit-Low Emitting. Product.Color White to off-white(UV exposure,will cause discoloration.Discoloration by itself is not a sign of.product damage.) Product Packaging 275 Gallon Tote and 55 Gallon Drum Reentry Times 1-hour.Reentry for new residential construction with natural ventilation.12-hour Reentry for commercial/retrofit. APPROVALS/COMPLIANCE QUIK-SHIELD'112-has been tested by a third party laboratory(Intertek Testings Services NA,Inc.)and evaluated by Priest and Associates Fire Consultants,LLC. CCRR-1011 Type I-V construction,Class 1—ASTM E-84 IBC,IRC,IECC:2009,2012,2015,2018 GREENGUARD Gold Certified AC377 compliant(ASTM C1029 Type 10' Appendix X Approved-Ignition barrier not required OF 800-828-1394 1 swdurethane.com DOC ID:SWD-TDS-PMG-200 REV.01 EFF,DATE 12/01/19 APPROVAL:MGMT.REP.ON FILE rq aTechnical Data Shee,t O PREPARATION OF SUBSTRATES Providing the proper substrate is the responsibility of the owner,the owner's appointed representative,the contractor,and/or inspector. The following are manufacturer's recommendations.However,other preparation techniques may be required given unique/specialized application circumstances.'Contact SWD Technical Support at 888-380-2022 for additional.questions. -It is recommended to remove dust,dirt,oil,paint,and alternative polymers from all surfaces prior to applying SWD products. See SWD specifications or SPFA guidelines for further details on substrate prep. Wood Ensure wood is relatively dry and protect surfaces from contamination.For moisture content exceeding 19%, contact SWD Technical Support. • Water or oil present may cause poor adhesion or excessive foaming. • Fill large voids with appropriate backer rods or appropriate fillers. • if additionalinformation is required,contact SWD Technical Support. Steel&Other Metals It is the responsibility of the contractor/end user to determine proper adhesion and suitability through field testing. Blasting and/or priming is not always required.If additional information is required,contact SWD Technical Support.-- Concrete If applying foam to concrete,the concrete surface should be structurally sound,clean,and curing for 28 days. • Fill large voids with.appropriate backer rods or appropriate fillers. • Blasting and/or priming is not always required. It is the responsibility of the contractor/end user to determine proper adhesion and suitability. If additional information is required,contact SWD Technicai Support. Previously Applied As practical,remove previously applied foam and other polymer products. Application of product over existing Foam or Other materials should be performed only after adhesion/compatibility is verified by the contractor and accepted by the Polymers building owner or owner's appointed representative. Wiring and Pluming QUIK-SHIELDS 112 is fully compatible with CPVC piping systems(Paschal Engineering Study for the SPFA). • QUIK-SHIELD'112 is compatible with typical electrical wiring coverings.(NEMA Bulletin 95) PROCESS/NG Preconditioning 1. If the-drum temperature is 80°F(26.6°C)or higher,use caution when opening the drum!The contents will be under pressure. 2. It is recommended to precondition material to 70-80°F prior to application. Material may thicken at lower temperatures which can cavitate pumps. Mixing 3. Do not mix. 4.Do not recirculate. Pressure Settings 5..Product shouldbe sprayed with a high pressure plural-component proportioner capable of a-minimum of 1000 psi dynamic pressure. 6.Static pressure is typically set between 1100-1600psi. 7. Dynamic-pressure typically operates at a minimum of 1000psi. Temperature Settings 8.Primary heaters and hose heaters are typically set between 115-140°F(46-60°C).'Higher temperatures.are utilized in winter months,lower temperatures,are utilized in summer months.- Proper application temperature setting is the responsibility of the end user.Equipment temperature varies and can be dependent on equipment,hose length,elevation,ambient temperature,substrate temperature,humidity,and other factors. If additional information is required,refer to QS112 Processing Packet found on swdurethane.com and the SWD mobile app,or contact SWD Technical Support at 888-380-2022. APPLICATION 1. Clean surfaces according to"Preparation of Substrates"section. 2. If priming,follow manufacturer recommendations. Ensure primer is adequately cured prior to application. 3. Ambient/substrate temperatures should be between 35-130°F(-21°C-54°C). .4.Flush an adequate amount of material through the lines/gun prior to spraying desired surface when changing between systems.Flush amount will bedependent on prior system used.If additional information is required,contact an-SWD Technical Support for more details. 5. Do not recirculate. 6.Do not exceed a 4 inch lift per pass.It is the responsibility of the contractor,to determine when the first layer has cooled sufficiently for additional passes.SWD recommends waiting a minimum of 20 minutes. 7. Before application,test material to ensure that material sprays,cures,and hardens properly. 8. Inspect applied material intermittently to ensure no problems exist. If problems are detected,discontinue application and inspect all substrates,equipmerit,.gun,and liquid.material for problem source(s). CLEAN/NG AND MAINTENANCE 1. Spray equipment must be maintained in proper operating condition. Failure to adequately maintain spray equipment may result in poor product performance.Refer to your equipment manufacturer's maintenance procedures for more details. 2, Contact SWD for long-term equipment storage recommendations. The information herein,is believed to be reliable; however, unknown risks"ma be present. SWD Urethane makes no warranty, expressed or implied, concerning this product's merchantability or fitness.for an particular.use. The product will meet the written liquid component specifications as indicated on.the technical data I sheet published at the time of the'purchase.The entirety of SWD Urethane's responsibility is'limited only to the cost of the SWD material.The foregoing constitutes SWD Urethane's sole obligation with respect to damages, whether direct, incidental or consequential, resulting from the use or 'performance of the product. Safety is the responsibility of the owner,the owner's appointed representative,the contractor,and/or inspector.Become familiar with local,state,and federal regulations regarding chemical health,safety,and handling.For more information consult the product SDS,contact the SPFA(www.sprayfoam.org)or the ACC(www.spraypolyurethane.org). SWD Urethane 1806-828-1394 1 540.South Drew St,I'Mesa,AZ852101 swdurethane.com DOC Ib-SWDTDS-PMG7200 REV.01 EFF.DATE 12/01/19' BELFOR • PROPERTYRESTORATION Town of Southold Building Department Southold, NY 11971 6/26/19 RE: EMERGENCY PARTIAL DEMOLITION DUE TO FIRE DAMAGE//BRAUN SEAFOOD To Whom it May Concern: Belfor Property Restoration is contracted by George Braun Seafood Co. Inc.to perform an emergency partial demolition due to fire damage that occurred on 6/12/19 to the Fish Processing and Packing building located on the premises of 30840 Main Rd. Cutchogue, NY 11935. The area to be demolished is an approx. 2990sf area,at the Northwest corner of the Fish Processing and Packing building.To the best of our knowledge there are no asbestos or lead concerns in this area of the building to be demolished at this time. As of 6/26/19 all active utilities to the area of demolition have been disconnected. This area of the building was severely damaged and was constructed of concrete block wall and wood roof structure and housed seafood freezer boxes. Please feel free to contact me with any questions at(631)964-8900 x-163. Sincerely, David Engler Estimator/Project Manager Belfor Property Restoration 60 Raynor Avenue, Ronkonkoma, NY 11779 • 866.964.1050 • ph: 631.964.8900 fx: 631.964.8901 MICUALL MACIZINA 41zCJTLCT, P.C. 21 Main Street, Stony Brook, N.Y. 11 790 (631) 686-6585, Fax: (631) 686-6786 Mmacrina@optonline.net February 23, 2021 Building Department Southold Annex Building 54375 Main Road Southold,N.Y. 11971 Re: Inspections for permit#43936 Braun Seafood Company (repair of fire damage permit) 30840 Main Road Cutchogue,N.Y. 11935 For whom,it may concern, As a result of COVID, your department was not able to do inspections, so to maintain the construction schedule, I personally visited the job site on May 8th, 2020, to inspect the new steel frame structural work, which was installed as per approved structural plans and 2015 International Building Code. While I was there, I inspected the underground plumbing lines for the new bathroom, and the which were installed as per approved plans and 2015 International Plumbing Code. The closed cell spray foam insulation installed is `Quik Shield 112' which has an ignition barrier. All exposed insulation has been encapsulated with a thermal barrier conforming to NFPA 286. Product literature to be provided by the contractor. I respectfully request that you accept this letter as an approved inspection. Please feet free to contact me directly with any questions. Sincerely, Michael Macrina, AIA Registered Architect Member of the American Institute of Architects n V Suffolk Security Systems Suffolk Security Systems Incorporated 50300 Main Road • PO Box 1355 • Southold NY 11971-0937 Telephone (631) 765-5262 • info@suffolksecurity.com November 18, 2021 Fire Marshal James Easton Southold Town PO Box 1179 Southold, New York 11971 RE: George Braun Oyster Company Inc, 30840 Main Road, Cutchogue Dear James: I have been requested to advise you that the modifications of the existing commercial fire alarm system at the above referenced location was completed and tested during COVID-19 in November 2020, according to existing NFPA compliance. All devices in the damaged part of the building were replaced and all new devices are addressable smoke detectors (as were the original detectors).The existing parts of the building have also been tested, cleaned, and inspected.The original Fire Alarm Control panel was reused with updated firmware. I have attached a record of our testing and reporting from the month of November 2020.As you are aware,this was an ongoing renovation project. Please let me know if you have any questions. Respectfully, Paul J. Romanelli President DEC 0 2 2021 BUILDING DEPT. TOWN OF SOUTHOLD D CTEVE DEC 0 2 2021 ID BUILDING DEPT. TOWN OF SOUTHOLD Event Date Account Number Site Name Event Service Type Event State Area Zane Additional Into Comment 11/30/202018:03 7642995 George Braun Oysler[..1.:(30840 Main Rd) Bypass CIESMBYPA55 A 2 41 SIDE DOOR 11/30/202018:03 7642995 George Braun Oyster..Inc(30840 Main Rd) Bypass CIES70:BYPASS A Z 15 ROLLUP DOOR 11/30/202012:16 7642995 George Braun Oyster Co.hit,(30840 Main Rd) TestTmer CIE602;TIM ER TEST A 1 Efi02 ane:0 11/2 9/2112 0 1 2:16 ]642995 George Baun Oyster Ca.lnc(30840 Main Rd) TestTmer CIE602:TIMERTEST A 1E602 one:0 11/28/202012:16 7642995 George Baun Oyster Co.Inc(30840 Main Rd) Test Timer CIE602:TIMER TEST A IE602 rare:0 11/27/202012:16 7642995 George Braun Oyster Ce.Inc(30840 Main Rd) Test Timer CIEW TIMERTEST A 1E602 ...:0 11/26/2D2012:16 7642995 George Braun Oyster Ca.Inc(30841 Main Rd J TestTmer CIE602:TIMERTEST A SE602 one:0 11/25/202017:05 1718583 George Braun Oyster C.. (30840 Main Rd) On/Off Test W105:Test E.pired 005 Cat:APP 11/25/202017:05 7642995 George Oraun Oyster Co.In,(30840 Main Rd) On/ONTest TY305:Test Eapired Cat APP 11/25/202012:16 7642995 George Braun Oyster Ce.Inc 130840 Main RdJ Test Timer OE602:TIMER TEST A 1E602 ane:0 11/25/202012:]5 ]642995 George Braun Oyster Co.Inc(30840Main Rd) Default CIE628:PROGRAM MODE EXIT A iE628 ne:0 11/25/202012:10 7642995 George Braun Oyster Ca. 130840 Main Rd) Ra.oal/Cancel CIN80:RESTORE Sensor Trouble R 2 48ZONE 48 FREEZOR EXTERIOR DOOR 11/25/202012:05 1718583 George Braun Oyster Ca.:nc(30840 Main Rd) COORTest ONTEST:PI aced On Test Anthony Semite-COS Cat APP Expires:11/25/202017:05:00 All Zones 11/25/202012:05 7642995 George Baun DO: Co.lnc(30840 Main Rd) On/ORTest ONTEST:Placed On Test Anthony Seaida-Cat:APP Eapires:ll/Z5/202017:05:00 All Zane, 11,25/20205:50 7642995 George Braun Oyster Co.lnc(30840 Ma in Rd) Restaa11C,noel ClIS71:UN11— U 2 48 FREEZOR EXTERIOR DOOR 11/24/202021:06 7642995 George Braun Oyster Co*lnc(30840 Main qd) Test timer CIE602:TIMER TEST A 1E6D2 ane:0 11/24/2 020 13:13 7642995 George Braun Oyster Co.Ire(30840 Main Rd) Bypass CIES70:BYPASS A 2 48 FREFZOR EXTERIOR DOOR 11/24/10209:09 7fi42995 Gearge Braun Oyster Co.In,(30840 Main Rd) Misc MSG 101:Email Sent Message(QSPID#53943675)SERVICE@SUFFOLXSECUR[W.ComaialItkt 11/24/20209:09 7642995 George Braun Oyster Co.lnc(30340 Main Be) Trouble 1811:TROUBLE(EMF ONLY) A 2 48 SErISDR,ZONE48 FREEZOR EXTERIOR DOOR 11/23/202021:06 7642995 George Braun Oyster Co.Mc(30840 Main Rd) TestTmer C(E602:TIMER TEST A 1E6D2 ne:0 11/23/202014:48 7642995 Gearge Braun Oyster Co.1':(30840 Main Rd) Restoral/Cancel CIR380:RESTORE Sen—Trouble R 2 482ONE 48 FREEZOR EXTERIOR DOOR 11/22/202021:06 7642995 George Braun Oyster Co.Inc(30g40 Maln Rd) Test CIE602:TIMER TEST A 1Efi02 one:0 11/21/20202196 7642995 Gearge Braun Oyster Co.:nc(30P OO Main Rd) Test Timer CIE602:TIMERTEST A 1E602 ane:0 11/21/202010:23 7642995 George Braun Oyster Co.In,(30840 Main Rd) Rel—VCdnccI CIR380:RESTORE Sensor Trouble R 2 48 ZONE48 FREEZOR EXTERIOR DOOR 11/21/202010:23 7642995 Gearge Braun Oyster Co.1,:(30840 Main Rd) Misc MSG101:Email Sent Message(OSP:DRS382B989)SERVICE@SUFFOLKSECURITY.COM al—loot 11/21/202010;23 7642995 Gearge Braun Oyster Co.Inc(30840 Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A 2 48 SENSOR,ZONE 48 FREEZ00.EXTERIOR DOOR 11/21/20206:16 7642995 George Braun Oyster Ce.In.(30840 Main Rd) Restoral/Cancel OR570:UNBYPASS U Z 48 FA EZOR EXTERIOR DOOR 11/20/20202196 ]642995 George ineun Oyster Co.Inc 130MO Main Rd) Test Timer CIE602:TIMERTEST A IE602 ome:0 31/20/202010:13 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Bypass CIES70:0YPA55 A 2 48 FREEZOR EXTERIOR DOOR 11/19/202021;06 7642995 George Braun Oyster Ca.lnc(30840 Maln Rd) TestTmer OE602:TIMERTEST A SE602 xone:0 11/19/202011:16 7642995 George groan Oyster C.IIn(30840 Ma in Pd) Restoral/Cancel CIR310:RESTORE Ground Fault A 18330 11/19/202011:16 7642995 George Baun Oyster Co.lnc(30MOMain Rd) Mist MSG 01:Email Sent Message IQSPIDU5374S87S)SERVICE@SUFFOLKSECURGY.COM alarmtkt 11/19/202011:16 7642995 George Boum Oyster Co.lnc(308lOMain Rd) Trouble 1801:TROUBLE(EMF ONLY) A IE310 Graund Fault 11/19/202011:15 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Restoral/Cancel C1R310:RESTORE Ground Fault A IR310 11/19/2D2011:14 7642995 George Braun Oys[er Co' (30 Ma in Rd) MIS, MSG301:Email Sent Message(QSPI045374581Z)SERVICE@SUFFOLKSECURIT.COM ala-1411/19/202011:14 7642995 George Braun Oyster Co.Inc(30940 Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A 1E310 Graund Fault 11/19/2D2011:.3 7642995 George Braun Oyster Ca.but(30"0 Main Be) Restoral/Cancel OR330:RESTOREGround Fault A 18310 11/19/202011:13 7642995 George Baun Oyster Co.In:(30840 Main Rd) Mise MSG301:Email Sent Message(QSPID453745798)SERVICE@S UFFOU(SECURITY.COM alarmtkt 11/19/20ZO 11:13 7fi42995 George Braun Oyster Co.lnc(30MO Main Rd) Misc MSGIO3:Email Sent Message(QSPIDR53745791)SERVICE@SUFFOLKSECURITY.COM alarmtkt 11/19/112011:13 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A 1BID Ground Fault 11/19/202011:13 1642995 Gearge Braun Oyster Co.lnc(308dO Main Rd) Rest4al/Cancel CIR310:RESTORE Ground Fault A 18330 11/19/202011:13 ]642995 George:.un Oyster C.. (30840 Main Rd) Trouble 1891:TROUBLE ONLY) A SE330 Ground Fault 11/18/202021:06 7642995 George Braun Oyster Co.1.,(30840 Main Rd) TestTmer CIE602:TIMERTEST A 1E602 one:0 11/17/202021:06 7642995 Geor8e Braun Oyster Co. (30840 Main Rd) Test CIE602:TIMERTEST A SE602 one:1 - Il/t7/202016.01 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Misc All M:Email Sent Message(OSPIDp53666064)SERVICE@SUFFOLXSECURITY.COM alarmtkt 11/17/20201601 7642995 Gearge Braun Oyster Co.Inc(30840 Me in Rd) Rasa. Cancel CIR310:RESTORE Ground Fault A 18330 11/1]/202016:01 7642995 George Braun Oyster Co.In,(308,10 Main Rd) Trouble 1801:TROUBLE(EM F ONLY) A 1E310 Ground Fault 11/17/202014:35 7642995 Gearge Braun Oyster Co.Inc(30840 Ma in Rd Restoral/Cancel C( 10:RESTORE Ground Fault A 1 R31 11/17/20201433 7642995 George Braun Oyster Co.Inc(30840 M,In Rd) Misc MSG 01:Email Sent Message(QSPID453662874)SERVICE@SUFFOLKSECURITY.COM alarmtkt 11/17/202014:33 7642995 George Baun O,,ler Co.Ine(30840 Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A IE310 Ground Fault I L/17/2D201d:33 7642995 Gearge Braun Oyster Co.lnc(3094DM,i,Rdj Misc MSG IO1:Email Sent Message IQSPID453662965)SERVICE@SUFFOLKSECURITY.COM alarmtkt 11/1]/102014:33 7642995 George Braun Oyster Co.In.J30840 Main Rtlj oat/Cancel [10.3301 RESTORE Ground fault A 10.310 11/17/202014:33 7642995 George Braun Oyster Co.Inc(3/840 Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A IE310 Ground Fault 11/17/212012:49 7642995 George Baun Oyster Co.Inc(30840 Main Re) Mise MSG101:Email Sent Message(QSP:DR53650097)SERVICE@SUFFOLKSECURIrY.COM alarmtkt 11/17/202012:49 7662995George:.an Oyster Co.Inc(30840 Ma In Rd) Re". VCartel OR380:RESTORE SensorTmuble R 2 48ZONE48 TRIER REXTERIOR DOOR 11/17/202032:49 ]642995 George Bra un Oyster Co.lnc:3840 Main Rd) Trouble 1801:TROUBLE IEMF ONLY) A 2 4B SENSOR,ZONE 48 FREEZOR EXTERIOR DOOR 11/16/202021:06 7642995 George Braun Oyster Co.lac(30840 Main Rd) Test Timer CIE602:TIMER TEST A 1.E602 one:l] 11/I6/202020AS 7642995 George Bra an Oyster Co.lnc(30840 Main Rd) Test Timer CIE602:TIMER TEST A 1EGOZ one:0 11/16(202019:19 7642995 George Braun Oyster Co.Inc(30840 Main Rd) ReStoraVCancel URS70:UNBYPA55 U 2 15a ROLWP DOOR 11/16/202019:18 ]662995 George Braun Oyster Co.lnc(30840 Maln Rd) Rd,Z"= CIR331:RESTORE Perimeter R 2 47 11/]6/202019:18 7642995 George Braun Oyster Co.Inc(3DB4D Main Rd) 0.es[oal/Cancel 16:ABORT A 2E406 11/16/202019:13 7642995 George Braun Oyster Co.In.(30840 Main Rd) Open-Action FC:Full Clear 11/16/202019:13 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Op4rator Action CR:Contact Reached 11/16/202019:13 7642995 George Braun Oyster Co.Inc 130840 Ma In Rtl) Operator Anion A:Call A,m—d Keith Red,(631)7344294 11/16/202019:12 7142995 George Braun Oyster Co.Inc(30840..In Rd) Operator Action D:Dialed Keith Rod,(631)7344294 11/16/202019:12 7642995 George Braun Oyster Co.In,(30840 Main Rd) Operator Action OP:Dispatch Police OPd 940 11/16/202019:11 7642995Gearge Braun Oyster Co.lnc(30840Main Rd) Operator Actian A:Call Aniweatl SO OLD TOWN POLICE DEPARTMEN(631)76541038 11/16/202019:11 1642995 George Bra un Oyster Co.lnc(30840 Main 0.d) Operator Action D:Dialed SOUFHOLD TOWN POLICE DEPARTMEN(631)765-0038 33/16/202019:11 764Z991 George Braun Oyster Ca.lnc(30840 Main Rd) Operator ARian NM:Voice Mail-NO Message Lell Premises(631)734-6700 il/Ifi/202019:10 7642995 George Baun Oyster Ca.In,(30840 Main Rd) Operator Actlan D:Dialed Premises(631)734.6700 31/16/202019:10 7642995 George Braun Oyster[o.lnc(30840Main Rd) System Message INSTR:ho,—mm Global P41-LOC,PD,Ll 11/16/202019:10 7642995 George Braun Oyster Co.Inc(30840 Ma in Rd) 0peralor Anion AA:Alarm Accessed Il/lfi/Z01019:08 7642995 George B.I.Oyster Ca.Inc(3084U Main Rd) Burglary 380:BURGLARY-COMM ERCML(A) A 2 47 PERIMETER 11(16/202018:02 7642995 George Braun Oyster Ca.lnc(30840 Main Rd) Bypass CIESl0:BYPASS A 2 15 ROLLUP DOOR 11/16/2U2017A3 1718583 George Braun Oyster Co.Inc(30840 Main Rd) On/0((Test TY305:Test Expired OOS Cat:APP 11/16/202017:03 1642995 George Braun Oyster Co.Inc(30840 Main Rd) On/OHT- TY305:Test Expired Cat:APP 1111'I'D 16:06 7fi42995 George Braun Oyster Ce.Inc(10840 Main Rd) Test Timer UE602:TIMERTEST A 1E602 one:0 11/16/202016:06 7fi42995 George Braun Oyster Co.Inc(30840 Main Rd) Default CIE628:PROGRAM MOOE EXIT A 1E628 ane:0 11/16/202015:48 7fi42995 George Braun Oyster Co.Inc(30840 Main Rd) Restaal/Cancel CIRS70:UNBYPASS U 2 15 ROLLUP DOOR 11/16/202015:48 7642995 George Braun Oyster Co.Inc(30840 Mal,Rd) Restaal/Canml CIR570:UNBYPASS U 2 13 SECOND FLOOR WAREHOUSE MOTION 11/16/202015:48 7642995 George Braun Oyster Co.Inc(30840 Maln Rd) Restaal/Cancel 16:ABORT A 2E406 11/16/202015:48 7642995Gearge Braun Oyster CO.Inc(30840 Main Rd) Rea taal/Cancel UR132:RESTORE Interior R 2 11 EAST OFFICE MOTION 11/16/202015:47 )642995 George Braun Oyster Co.lnc(30840 Main Rd) Burglary 380:BURGLARY-COMMERCIAL(A) A 2 12 WEST OFFICE MOTION 11/16/202015:4] 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Burglary Y380:BURGLARY-COMMERCIAL(SE-A) A 2 33 EAST OFFICE MOTION 11/16/202015:47 7642995 George Braun Oyster Ca.Inc(3M Main Rtl) Restaal/Cancel CIR131:RESTORE Perimeter R 2 d8 11/16/202015:4] 7642995 George Braun Oyster Ce.In,(30810 Main Rd) Burglary 380:BURGLARY-COMMERCIAL(A) A 2 48 PERIMETER 11/16/202015:47 1642995 George Braun Oyster Co.Inc(30840 Main Rd) Restoal/Cancel CIR131:RESTORE Perimeter R 2 47 11/16/202015:4] 7642995 George Braun Oyster Co.Inc(30840 Ma In Rd) Burglary 380:BURGLARY-COMM ERCIAL(A) A 2 47 PERIMETER 11/16/202015:47 1642995 George Braun Oyster[a.lnc(30840 Main Rd) Default 0E459:RECENT CLOSE A 2 E459 11/]6/202015:46 7fi42995 George Braun Oyster Co.In,(30840 Main Rd) Default CIE628:PROGRAM MODE EXIT A 1:621 one:0 11/16/202035:46 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Tesl Timer CIEfi02:TIMERTEST A IEfi02 ane:0 11/16/202015A2 7642995 George Baun Oyster CO.Inc(30&40 Main Rd) Bypass 0570:BYPASS A 2 15 ROLLUP DOOR 11/I6/202015A2 7642995 George:.In Oyster Co.lnc(30840Main Rd) Bypass CIE570:BYPASS A 2 13 SECOND FLOOR WAREHOUSE MOTION 11/16/201035:40 7642995 George Braun Oyster Ca.Inc(30840 Main Rd) Restaal/Cancel CIR570:UNBYPASS U 2 15 ROLLUP DOOR 11/16/202015:40 7642995 George Braun Oyster Ce.Inc(30840 Main Rd) Restoral/Cancel CIM70:UNBYPASS U 2 13 SECOND FLOOR WAREHOUSE MOTION 11/16/202015:40 7662995George Braun Oyster Co.Inc130840Main Rd) Restoral/Cancel OR131:RESTORE Pedmeter R 2 24 RIGHTFRONI FREE20R DOOR 11/16/ZOZO15:40 7641995 George Baun Oyster Ca.;n(30M40 Main Rtl) RestoaVCancel 16:ABORT A 2E4D6 11/16/202015:39 7662995George Braun Oyster CO.I,c(30840Maln Rd) Burglary 380:eURGLARY-COMMERCIALIA) A 2 24 gIGHTFRONTFREEZORD00R 11/16/202035:39 ]642 995 George Braun Oyster Co.Inc(30840 Main Rd) RestoaVCancel CIR132:RESTORE Intedor R 2 it EAST OFFICE MOTION 11/16/202015:39 7642995 George Braun Oyster Co.lnc(30840 Main Rtl) Burglary Y380:BURGLARY-COMMERCW.(SE-A) A 2 Il EASTOFFICEMOTION 11/16/202015:39 7642995 George Braun Oyster Co.lnc(308eo Mal,Rd) Restoral/Cancel CIR132:RESTORE Intedor R 2 33 TAKEOUT MOTION 11/16/202015:39 7642995 George Braun Oyster Co.lnc(3 0840 Main Rd) Burglary 380:BURGLARY-COMMERCIAL LAI A 2. 33 TAKEOUT MOTION 11/16/202015:39 7642995 George Braun Oyster Co.lnc(30840 Main Rd) RestoaVCancel CIR131:RESTORE Perimeter R 2 35 MARKETOOOR 11/16/202111539 7642995 George Braun Dyster Co.lnc(30840 Mal,Rd) Burglary 380:BURGLARY-COMMERCIAL(A) A 2 35 MARKET DOOfl 11/16/202015:39 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Default UE459:RECENT CLOSE A 2E459 11/16(202015:38 7642995 George Braun Oyster CO.Inc(30840 Main Rtl) Bypass CIE570:BYPASS A 2 15 ROLLUPDOOR 1]/16/20201538 )642995 George Baun Oyster Ca.lna(30840 Main Rtl) Bypass OES]0:BYPASS A 2 13 SECOND FLOOR WAREHOUSE MOTION 11/16/202015:32 ]642995 George Braun Oyster Co.Lac(30840 Main Rd) Resloal/Cancel 1IR110:REST ORE Fire Alarm R 1 46 11/16/202015:32 5,12 95 George Braun Oyster Ca.lnc(30840 Main Rd) Rest oral/Gncel URISO:RESTORE Fire Alarm R 1 45 11/16/20201502 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Resta.[/Cancel CIRIIO:RESTORE Am Alarm R 1 44 11/16/202015:32 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Resloral/Cancel CIR110:RESTORE Fire Alarm R 1 43 11/16/202015:32 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Reslaral/Cancel CIR310:RESTORE FIre Alarm R 1 42 11/16/202015:32 7642995 George Braun Oyster Co.In,(30940 Main Rd) Restoral/Cancel CI11110:RESTORE FIre At,,, R 1 41 11/16/20201532 7642995 George Braun Oyster Co.In.(30840 Main Rd) Re—1/Cancel CIRIIO:RESTORE Fre Alarm R 1 40 11/1612020 15:32 7642995 George Braun Oyster Co.Inc(30840 Main Rdl Restoml/Cancel OR110:RESTORE Fire Alarm R 1 39 11/16/202015:32 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Supervisory CIE912:Fire Alarm Silence A 1 970 11/16/20201531 7642995 George Braun Oyster Co.Ine(30840 Main Rd) Fre 1301:FIRE(A) A 1 43 11/16/20201531 7642995 George Braun Oyster Co.In,(30840 Main Rd) Fire 1301:FIRE(A) A 1 39 11/16/20201531 7642995 George Braun Oyster CO.Inc(30840 M,I,Rd) Fire 1301:FIRE(A) A 1 44 11/16/202015:30 7642995 George Brae.Oyster Co.In,(30840 M.II,Rd) .FIre 1301:FIRE(A) A 1 45 11/16/202015:30 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Fire 1301:FIRE(A) A 1 45 11/16/2D201530 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Fre 1301:FIRE(A) A 1 45 11/16/202015:30 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Fre 1301•FIRE(A) A 1 46 11/16/202015:30 7642995 George Braun Oyster Co.Inc(30M Main Rd) Fire 1301:FIRE(A) A 1 45 11/16/20201530 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Fire 1301:FIRE(A) A 1 45 11/16/202015:29 7642995 George Bnun Oyster Co.In,(30840 Main Rd) Fre 1301:FIRE(A) A 1 42 11/16/202015:29 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Fire 1301;FIRE(A) A 1 41 11/16/202015:28 7642995 George Braun Oyster Co.In,(30840 Main Rd) Fire 1301:FIRE(A) A 1 40 1]/16/202015:23 7642995 George Bnun Oyster Co.Inc(30940 Main Rd) Test Timer CIE6D2:TIMERTEST A 1E602 one:0 11/16/202015:23 7642995 George Braun Oyster Co.In,(30840 Main Rd) Default CIE628:PROGRAM MODE EXIT A 1E628core:0 11/16/202014:39 7642995 George Braun Oyster Co.I.,(3D840 Main Rd) Test Timer CIE602:TIMER TEST A 1E602 dne:0 11/16/20201438 7642995 George Braun Oyster Co.I,c(30840 Main Mg Default CIE628:PROGRAM MODE IXR A 1E628 ne:0 11/16/201014:30 7642995 George Braun Oyster Co.Inc(301140 Main Rd) Test Timer CIE602:TIMER TEST A IE602 zone:0 11/16/202014:27 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Restoml/Caacel CIR321:RESTORE Trouble On Bell l A 1U21 11/16/202014:26 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Trouble 1900:LOW SYSTEM BATTERY A 1E3D2 11/161202014:26 7642995 George Braun Oyster Co.Inc(308M Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A 1B21 Boll 11/16/20201415 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Test Timer CIE602:TIMERTEST A 1E602cons:0 11/16/202014:25 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Default CIE628:PROGRAM MODE EXIT A 1E628 one:0 11/16/20201431 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Test Timer EMF608:ABNORMAL TIMER TEST(EMF ONLY) A 1E608 one:0 11/16/202014:21 7642995 George Braun Oyster Co.In,(30840 Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A 1E322 Belli 11/16/202014:21 7642995 George Braun Oyster Ce.In.(3090 Main Rd) Trouble 1900:LOW SYSTEM BATTERY A 1E302 11/161202014:21 7642995 George Braun Oyster Co.In,(30840 Main Rd) Default EMF339:Expander Module RESET(EMT) A 0E339 11/16/20209:05 7642995 George Braun Oyster Co.Inc(301140 Main Rd) Test Timer CIE602:TIMERTEST A 1E602 one:0 11/16/20209:04 7642995 George Braun Oyster Co.Inc 130840 Main Rd) Default CIE628:PROGRAM MODE OUT A 1E628 one:0 11/16/2D209:03 1718583 George Braun Oyster Co.Inc 130840 Main Rd) On/Off Test ONTEST:Placed On Test Anthony 5ecaida-COS Cat:APP Expires:ll/16/202017:03:00 All Zones 11116/2020 9:03 7642995 George Braun Oyster Co.Inc(30840 M,In Rd) On/Off Test ONTEST:Placed On Test Anthony 5ecaida-Cat;APP Expires:ll/16/202017:03:00 All Zones 11/16/20206:32 7642995 George Braun Oyster Co.Inc(30M Main Rd) Restoral/Cancel CIU70:UNBYPASS u 2 isROLLUPOOOR 11/15/202018:00 7642995 George Braun Oyster Co.In,(30840 Main Rd) Bypass CIES70:BYPASS A 2 15 RGM DOOR 11/15/202017:53 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Restoril/Cancel C01570:UNBYPASS U 2 15 RDLLDP ODOR 11115/21320 17:43 7642995 George Braun Oyster Co:Inc(30060 Main Rd) Bypass CIES70:BYPASS A 2 IS ROLLUP ODOR ll/15/202015:38 7642995 George Braun Oyster On.Inc(3084D Main Rd) Test Timer CIE602:TIMERTEST A 1E602z ons:0 11/15120205:50 7642995 George Braun Oyster Ce.In,(3084D Main Rd) Restoml/Concel CM70:UNBYPASS U 2 22MCHCLLUPOOOR 11/15/20205:50 7642995 George Braun Oyster Co.In,(30840 Main Rd) Restoral/Cancel CIR570;UNBYPASS U 2 IS ROLLUP DOOR 11/14/202018:23 7642995 George Braun Oyster CO.Inc(30840 Main Rd) Bypass CIE570:BYPASS A 2 22 510E ROLL UP DOOR 11/14/202018:21 7642995 George Braun Oyster Co.Inc(3094D Main Rd) Bypass CIES70:BYPASS A 2 IS ROLLUPDOOR 11/14/20201538 7642995 George Braun Oyster CO.Inc(30840 Main Rd) Test Timer CIE602:TIMERTEST A 1E602 o.e:0 I1/14/2DZ06:09 7642995 George Braun Oyster Co.Inc(3084D Main Rd) Restoral/Cancel CIRS70:UNBYPASS U 2 15 RO LLUP DOOR 11/13/20201356 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Bypass CIES70:BYPASS A 2 15 ROLLUPOOOR 11/13/202018:20 1718583 George Braun Oyster Co.In,(30840 Main Rd) On/Off Test TYIOS:Test Expired OOSCaTAPP 11/13/ZOZ018:20 7642995 George Braun Dytter Co.Inc(30840Main Rd) On/Off Test TYIOS:Test Expired Cat:APP 11/13/202015:39 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Test Timer CIEGGZ:TIMER TEST A IE602 r...:0 17/13/202010:20 17ISS93 George eraun Oyster Co.]„(30840 Mal,Rd) On/Off Test ONTEST:Placed On Test Anthony Se,aida-OOS fat:APP Expires:I V13/20201810:00 AN Zones 11/13/20201020 7642995 George Braun Oyster Co.Inc(30940 Main Rd) On/OBTest ONTEST:Placed On Test Anthany Secaida-Cat:APP Expires;11/13/2020 18:20:00 All Zones 11/13/20206:08 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Resl WICancel OR570:UNBYPASS U 2 IS ROLLUP DOOR 11/11/101018:15 7641995 George Braun Oyster Co.Inc(30840 Main Rd) Bypass CIES70:BYPASS A 2 SS ROLLUP DOOR 11/11/20201538 ]642995 George Braun Oyster C..Inc(30940 Main Rd) TestTmer OE602:TIMERTEST A IE602 one:0 11/12/20206:10 7642995 George Braun Oyster Co.Inc(30840 Mafn Rd) Restaral/Cancel CIM70:UNBYPAS$ U 2 15r ROUL PDOOR 11/11/202018:51 7642995 George Bra un Oyster Co.Inc(30840 Main Rtll Bypass CIE570:BYPASS A 2 15 ROLLUPDOOR 11/11/202015:38 7642995 George Braun Oyster[O.Inc(3084D Main Rd) TestTmer CIE602:TIMERTEST A 1E603 ane:0 11/11/20206:09 7642995 George Braun Oyster Co.lnc(30840 Main Rd l Restoal/Cancel CIR570:UNBYPASS U' 2 15 ROLLUP DOOR 11/10/202018:08 7642995 George Bra un Oyster CO.Inc(30840 Main Rdj Bypass CIES70:BYPASS A 2 15 ROLLUP DOOR 11/10/202015:38 7642995 George B.un Oyster Co.In,(3034D Main Rd) TestTimer CIE602:TIMER TEST A 1E602 One:I 11/10/20106:09 ]642995 George Braun Oyster Co.lnc 130840 Main Rdj IT oml/Cancel CIR5l0:UNBYPASS U 2 23 SIDE FREEZOR DOOR 11/10/10206:09 7642995 George Braun Oyster CO.In,(30040 Main Rtl) Rest4.1/Cancel CIRS70:UNBYPASS U 2 15 ROLLUP DOOR 11/9/202019:09 1]12503 George Baun Oyster[o.lnt(30840 Main Pd) On/Off Test TY105:Test Expired 005 Cat:APP 11/9/202019:09 7642995 George Baun Oyster Co.Inc(30840 Main Rd) On/ONTast TYIOS:Test Fxpired Cat:APP 11/9/301018:04 764199:George Braun Oyster Co.Int(3D84DMdIn Rd) Bypass CIE570:BYPASS A 2 23 SIDE FREEZOR DOOR Il/9/3D20 Usm 7641995 George Braun Oyster[O.Inc(30840 Main Ad) Bypass CIESJO:BYPASS A 2 15 ROLLUP DOOR 11/9/202035:39 7fi42995 George Bra un Cyst¢,CO.Inc(30840 Main Rd) TestTimer CIE602:TIMEft TEST A 1E602 ent:1 11/9/202011:09 1718593 George Bra..Oyster CP.Inc(3084D Main Rd) On/Off Test ONTEST:Placed OnTest ArdIory SamIda-OGSCet:APP Expires:ll/09/202019:09::0 All Zen., 11/9/202011:9 7642995 George Baun Oyster Co.Inc(30840 Ma in Rd) On/Off Test ONTEST:Placed On Test Anthony Se.ida-Cat APP Explyes:1110912020 19:09:00 All Zones 11/9/20206:32 7642995 George Baun Oyster Co.Inc 130840 Main Rd) Restoal/Cancel CIR570;UNBYPMS U 2 15 ROLLUP DOOR 11/8/202019:08 7642995 George Braun Oyster Co.Inc(30840 Main Rdj Bypass C11171:BYPASS A 2 15 ROLLUP DOOR 11/8/202015:39 7642995 George green Oyster Co.Inc(30840 Main Rd j TestTmer 1112:TIMERTEST A 1E602 rent:0 11/8/20205:46 7642995 George Braun Oyster Co.lnc(30840 Main Rtll Restoal/Ca.cel CIIII UNBYPMS U 2 22 SIDE ROLL UP DOOR 11/8/2020 SAS 7642995 George Braun Oyster Co.lnc 130840 Mn Rtl) Resto.l/Cancel CIA570:UNBYPASS U 2 15 ROLLUP DOOR 11/7/202019:06 7642995 George Brave Oyster Co.Inc (30940 Main Rdj Bypass CIU70:BYPASS A 2 22 SIDE ROLL UP DOOR 11/7/102019:05 7641995 George Braun Oyster.Co.lnc(30840 Main Rd) Bypass CI S70;BYPASS A 2 15 ROLWPOOOR 11/7/202015:39 7fi42995 George:...Oyster Co.lnc(30840 Main Rtl) TestTimer 01112:TIMERTEST A 1EGD2 ene:0 11/7/2D206:05 7642995 George Braun Oyster Co.Inc(30840MaIn Rd) Reston]/Cancel CIR570:UNBYPASS U 2 1St ROLLUP DOOR 11/6/202019:25 7642995 George Braun Oyster C..lnc(30840 Main Rd) Bypass CIE570:BYPASS A 2 15 ROLIUP DOOR 11/6/202015:38 7642995 George Bravn Oyster Ca.I.c(30840 Main Rd j TestTimer CIE602:TIMER TEST A 1EGDZ One:O 11/6/20206:04 7642995 George green Oyster 00.Inc(30940Maln Rd) Restoal/Cancel (195]0:UNBYPASS U 2 1S ROUL POOOR 11/5/202019:39 7642995 George Braun Oyster Co.Inc(3D840 Main Rd) Bypass CIE570;BYPASS A 2 IS ROLLUPDOOR 11/5/2 0 2 0 15:38 7fi43995 George Braun Oyster Co.lnc(30840 Main Rtl) TestTmer CIE6D2:TIMEfl TEST A 1E602 ...:0 11/5/2020]:08 7642995 George Bravn Dys[er Co.lnc(3084D Main Rd j Restoal/Cancel CIR350:RESTORE Comm Trouble R 09.51E-37r 11/5/1020fi1. 7642995 George Baun Oyster Co.lnc(30840 Main Rd) fles[oal/Cancel CIflS]0:UNBYPASS U 1 1S ROLLUP DOOR 11/4/202022:49 7fi42995 George Braun Oyster C..lnc(30840 Maln Rd) Mlsc MSG101:Email Sent Message((ISPID453149663)SERVICE@1SUFFOMSECURITY.COM alarmtkL 11/4/202022:48 7fi42995 George Braun Oyster Ce.Inc(30840 Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A 0E350 COMMTROUBIE 11/4/202020:29 7642995 George Baun Oys[er Co.lnc(30840 Main Rd) Bypass CIE570:BYPASS A 2 IS ROLLUPDOOR 11/4/202015:38 ]642995 George Baun Oyster[o.lnc 130840 Main Rtl) TestTimer CIE602:TIMEfl TEST A 1 E602 one:: 11/3/202017:34 17185M George Braun Oyster Co.Inc(30840 Main:d) On/INf Test TY10S:Test Expired .OGS Cat:APP 11/3/202017:34 7642995 George Baun Oyster Co.lnc(30MMaln fld) WORT— WIGS;Test Expired Cat APP 11/312020 15:50 ]642995 Georg::...0yster Co ec(30840 Maln Rd) RestoaVCancel CIfl3J3:RFSTOPE Fire Trouble R 1 41ZONE4I 11/3/202015:50 7642995 George Braun Oyster Co.Inc(30340 Main Rd) Resto.l/Cancel CIR373:RESTORE Fire Tm.ble R 1 407ONE40 11/3/2020 15:39 7642995 George Braun Oyster Co.lnc(30840..in Rd) Trouble 1351:FIRE TROUBLE(EMF ONLY) A 1 41 ZONE41 11/3/201015:39 7fi42995 George B.un Oyster 1.lnc(30840 Main fld) Trouble 1351:FIRE7ROUBlE(EMF ONLY) A 1 40ZONE 40 11/3/102015:38 ]642995 George Bra un Oyster Co.Inc(3D940 Main Rd) Test Timer CIE6D2:TIMER TEST A 1E602 one:: 11/3/20201537 7642995 George green Oyster Co.Inc(30940 Maln fld) Default CIE628:PROGRAM MODE EXIT A 1E528 one:0 11/3/10201535 ]642995 George B..e Oyster Co.Inc(30840 Main Rd) Trouble 1351:FIRE TROUBLE(EMF ONLY) A 1 40 ZONE40 11/3/2020]5:35 7642995 George B.un Oyster[o.lnc(31M Main fld) Trouble 1351:FIRE TROUBLE:EMF A 1 41 ZONE 41 11/3/2022:213 7642995 George Bravn Oyster Co.lnc(30840 Maln fld) Default CIE618:PROGRAM MODE IXR A IE628 xo.e:0 11/3/202015:33 ]642995 George 9.en Oyster Co.Inc(30840 Maln Rd) TestTImer CIE.1TIMERTEST A 1E602 one:: 11/3/202015:24 7fi42995 George Braee Oyster Co.lnc(30MO Mafn Rd) TestTmer EMF60g:A9NDRMAITMERTE:T(EMF ONLY) A 1Efi08 ...:0 11202015:24 ]642995 George:mu.Oyster Co.l.c(30840 Ma in Rd) Tres bit 1351:FIRE TROUBIE(EMF ONLY) A 1 41 ZONE 41 11/3/202015:24 7641995 George B.un Oyster Co.lnc(30840 Main Rd) Trouble 1351:FIRE TROUBLE(EMFONLY) A 1 40ZONE40 11/3/202015:24 7642995 George Braun Oyster C..Inc(30840 Main Rd) Default CIE628:PROGRAM MOOS EMF A 1 11 1 ne:0 11/3/202015:16 ]642995 Grnrge Braun Oyster Co.lnc(30840 Main Rd) Default CIE628:PROGRAM MODE EXIT A 1E618 ne:0 11/3/202015:16 7642995 George B...Oyster C.. (30849 Main Rtl) TestTmer CIEG02:7IMERTEST A IE602 ....:0 11/3/202015:10 7642995 George Braun Oyster Co.1.,(30940 Main Rd) Test Timer CIEG02:MMERTEST A 1E6D2 i.ne:0 11/3/202015:09 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Default WF339:Expander Module RESET(EMF) A 0039 11/3/20209:34 1718583 George Braun Oyster Co.Inc J30840 Main Rd) On/Off Test ONTEST:Placed On Test Anthony Secaida-OOS Cat:APP Expires:11/03/2020 17:34:0 All Zones 11/3/20209:34 7642995 George Braun Oyster Co.Inc(30140 Main Rd) On/ONTest ONTEST:Placed On Test Anthony Secaida-Cat:APP Expires:11/03/202017:34:00 All Zones 11/3/20209:19 7642995 George Baun Oyster Co.Ine(30340 Main Rd) Test Timer CIE602:TIMERTEST A 1E60tons:0 11/3/20206:00 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Restoal/Cancel CIR570:UNBYPA55 U 2 15 ROLLUPDOOR 11/2/202019:56 1718583 George Braun Oyster Co.Inc(30840 Main Rd) On/Off Test TY105:Test Expired OOSMAPP 11/2/202019:56 7642995 George Braun Oyster Co.Inc(30840 Main Rd) On/Off Test Ty105:TestExpired UMP 11/2/202018:05 7642995 George Braun Oyster Co.W M3410 Main Rd) Resloal/Cancel M570:UNBYPASS U 2 32 HALLTAKEOUTDOOR 11/21ID2018:04 7642995 George Baun Oyster Co.Inc(30840 Main Rd) Bypass CIE570:BYPASS A 2 32 HALLTAKEOUTDOOR 11/2/202018:04 7642995 George Braun Oyster Co.be(30840 Main Rd) Bypass CIE570:BYPASS A 2 15 ROLLUPDOOR 11/2/202013:52 7MZ995 George Braun Oyster Co.18,(30840 Main Rd) Reslaal/Cancel CIR373:RESTORE Fire Trouble R 1 320NE3 PUMSTATION 11/Z/202013:52 7642995 George Baun Oyster Co.Inc(301140 Main Rd) Trouble 1351:FIRE TROUBLE(EMF ONLY) A 1 3ZONE 3 PUMSTATION 11/2/202013:51 7642995 George Braun Oyster.Co.Inc(30340 Main Rd) RestoraUCancel CIR373:RESTORE Fire Trouble R 1 3ZONE 3 PULLSTATION 11/2/202013:50 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Trouble 1351:FIRE TROUBLE(EMF ONLY) A 1 3ZONE3 PULLSTATION 11/2/202012:38 7642995 George Braun Oyster Co.be(30840 Main Rd) Rest-1/0nce1 OR321:RESTORE Trouble On Bell 1 A 1R321 11/2/2020 12:37 7642995 George Baun Oyster Co.be(30840 Main Rd) Trouble 1801:TROUBLE(EMF ONLY) A 1U21 Bell 11/2/202012:34 7642995 George Baun Oyster Co.Inc(30840 Main Rd) Restoral/Cancel CIR373:RESTORE Fire Trouble R 1. 3ZONE 3 PUL-STATION 11/2/202012:34 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Trouble 1351:FIRE TROUBLE(EMF ONLY) A 1 3ZONE 3 PUMSTATION 11/2/202012:34 7642995 George Braun Oyster Co.an,(3013410 Main Rd) Reslonl/Cancel CIR373:RESTORE Fire Trouble R 1 320NE3 PULLSTATION 11/2/202022:33 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Trouble 1351:FIRE TROUBLE(EMF ONLY) A 1 3ZONE 3 PULLSTATION 11/2/202012:33 7642995 George Baun Oyster Co.Inc(30940 Main Rd) Restoral/Cancel CIR373:RESTORE Fire Trouble R 1 3ZONE 3 PULLSTATION 11/2/202012:33 7642995 George Braun Oyster Co.Inc(30843 Main Rd) Trouble 1351:FIRE TROUBLE(EMF ONLY) A 1 3ZONE 3 PULLSTATION 11/2/202011:56 17IMM George Baun Oyster Co.Inc(30340 Main Rd) OgORTest ONTEST:Placed On Test Anthony Seaida-OOSCaUAPP Expires:11/02/202019:56O0AIIZanes 11/2/202011:56 7642995 George Baun Oyster Co.Inc(30840 Main Rd) On/ORT., ONTEST:Placed On Test Anthony Secaida-Cat:APP Explres:11/021202019:56:00 AIIZancs 11/2/20209:19 7642995 George Braun Oyster Co.Inc(30840 Main Rd) TestTmer CIE602:TIMER TEST A IE602 nr—o 11/2/20205:43 7642995 George Braun Oyster Co.In.(30840 Main Rd) ReSe.I(Cancel CIR570:UNSYPASS U 2 18 PREP KITCHEN DOOR 11/2/20205:43 7642995 George Braun Oyster Co.In.(303,R)Main Rd) Restoal/Cancel CIR570:UNBYPASS U 2 IS ROLLUPDOOR ' 11/1/202019:30 7642995 George Braun Oyster Co.Inc(30840 Main Rd) Bypass CIU70:BYPASS A 2 18 PREP KITCHEN DOOR 11/1/2 0 2 0 19:30 7642995 George Braun Oyster Co.In,(30840 Main Rd) Bypass CIE570:BYPASS A 2 IS PODIUM DOOR 11/1/20209:19 7642995 George Baun Oyster Co.Inc(30940 Main Rd) TestTmer CIE602:TIMERTEST A IE602 e-0 11/1/20205:44 7642995 George Braun Oyster Co.one(30340 Main Rd) Rest—IlCancel CIR570:UNBYPASS U 2 22 SIOE HOLL UP DOOR 11/1/20205:44 7642995 George Braun Oyster Co.Inc(30940 Main Rd) Restoral/Cancel CIU70:UNBYPA55 U 2 18 PREP KITCHEN DOOR 11/1/20205:44 7642995 George Baun Oyster Co.Inc(30840 Main Rd) Restoral/Cancel CM70:UNBYPASS U 2 15 ROLLUP DOOR BELFOR • PROPERTY RESTORATION Town of Southold Building Department Southold, NY 11971 6/26/19 RE: EMERGENCY PARTIAL DEMOLITION DUE TO FIRE DAMAGE//BRAUN SEAFOOD To Whom it May Concern: Belfor Property Restoration is contracted by George Braun Seafood Co. Inc. to perform an emergency partial demolition due to fire damage that occurred on 6/12/19 to the Fish Processing and Packing building located on the premises of 30840 Main Rd. Cutchogue, NY 11935. The area to be demolished is an approx. 2990sf area, at the Northwest corner of the Fish Processing and Packing building.To the best of our knowledge there are no asbestos or lead concerns in this area of the building to be demolished at this time. As of 6/26/19 all active utilities to the area of demolition have been disconnected. This area of the building was severely damaged and was constructed of concrete block wall and wood roof structure and housed seafood freezer boxes. Please feel free to contact me with any questions at(631)964-8900 x-163. Sincerely, David Engler Estimator/Project Manager Belfor Property Restoration 60 Raynor Avenue, Ronkonkoma, NY 11779 • 866.964.1050 • ph: 631.964.8900 fx: 631.964.8901 { . :.� .0i } { 1kA. e Tro v {tPa; It ------------------ el - x t T e� N •w 1 m _ a ,A f 2/24/2021 Belfor Property Restoration Mail-(no subject) N R 19f " }a5 t�� M§Ms PLUS b INTIM ESCENT COATING ryy" Batch #: 76490-3 � 4 e, product P � f - acka9jng: 5 Gallons 02/27/22 TER 1905-03 a9e�c'. tnte"ek f esting Services N t_ttJ N's 4ec 8 teet Suite 11 Wachs rth Ohio www s�151 burn https://mail.google.com/mail/u/0?ik=8de5b43adc&view=pt&sea rch=all&permth id=thread-f%3Al 692615172520669577%7Cmsg-f%3Al 692615172520... 2/2 s J i l . Y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 3q2Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: 5 Expiration ,20 F ' .. ti Bu' Ins ctor JUN 2 7 2019 APPLICATION FOR BUILDING PERMIT BUMDR4G DEPT. Date 607 , 20,_ T0. OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate'of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of-the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws ordinances building code housL d regulations, and to admit pp �' p Y PP g � , authorized inspectors on premises and in building for necessary inspections. ( plicant or n mejf a corporation) 1-13,3 f-J5(ftfXAX)ds 66Y1•e—lj- C.0`TG(-d 6 0-e/t/b, (Mailing address of applicant) ae°C A State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �5 (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. %a I-- H SUTDOLK " �Yl'�Y'���1p('� Plumbers License No. LLC a Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /] House Number Street Hamlet County Tax Map No. 1000 Section ZD,3 Block 0,1 Lot— d Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu, ancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy E ssi,,us� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costs oy U Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. e- 7. Dimensions of existing structures, if any: Front /0 Rear /// Depth /o(G ' Height aO r Number of Stories/ Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 5 Rear o? Depth 7 3- 10. Date of Purchase_ 19(-p 1 Name of Former Owner hr-(::>t2 e gel ►q-vr� 11. Zone or use district in which premises are situated �2,� - 6v 5-/,%/Ir s--5 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X_ 13. Will lot be re-graded?YES NO ?(Will excess fill be removed from premises? YES NO 14. Names of Owner of premises m-Lbm 4J Address F0 9o '?3 Ss Phone No. 3f ?3e/bee,g- Name of Architect Address �`f` n Phone No Name of Contractor&loar L"a :Zs1�OA LLC_ Address Ch grAvnor venue-Phone No -R460 ki �Cf\ken k m/ �)Y I 1"I-q' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF J X1/9) .JJM t'S /4eyQn being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the furl al (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this�f o?7 day of w 20 ANNEMARIE PELAN NOTARY PUBLIC,State of New York Ne PE6002103 Notary Public Qualified in Suffolk coufljy,;L;X Signatur&of Applicant Commission Expires lune 20,2U.._ TOWN OF:SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ;_ Board of Health SOUTHOLD,NY 11971 : 4 sets of Building Plans TEL: (631)765-1802 „ Planning Board,approval FAX: (631):765-9502 _ Survey Southoldtownny.gov `,PERMIT NO. Check ,Septic Form ' : N.Y.S:D.E,C. Trustees _ C.O.Application Flood Permit Examined ,20. Single&-Separate Truss Identification Form Storm-Water Assessment Form V_ Contact: Approved 920 Mail to, Disapproved a/c Phone: Expiration NOV 2`2 .2019 r Buildin spector APPLICATION FOR B DING PERMIT ,.._ s. Date 6,,/ 2"11, 0 INSTRUCTIO S, a. This application MUST be completely filled in by'typewriter or' "ink and submitted to the Building Inspector with-4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of liuildings on premises,rel nship to adjoining premises or public streets,or areas,and-waterways. C.”The work covered by-this application maynot be commenced before is uance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a B 'lding 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 hat 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 amen ents or other regulations affecting the. property have been enacted in the interim,the Building Inspector may authorize,in writin the extension of the pertnit-for-an addition six months. Thereafter;a new permit shall be required. .APPLICATION IS,HEREBY MADE to the Building Department for the issuance o a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold; Suffolk County,New York,and other app icable Laws,Ordinances or„ Regulations,,for the construction.of buildings,additions, or alterations or for removal or dgmq on as herein described: The . applicant agrees to comply with all applicable laws,ordinances,building code,housin ode an regulations, and to admit authorized inspectors on premises-and in building for necessary inspections. p tc t or name,if a corporation) -_ (Mailing a dress ,applicant St e whether applicant is owner, lessee, agent ±�hitqengineer;general contractor, electrician,plumber or builder, Name of owner of premisesg (As on.the tax roll or latest deed) I�f�pplicant 1&, orporation si ature of authorized officer GS f •y3` (Name and title of co Mate officer Builders License No. Plumbers License No. Electricians.License No. . Other Trade's License No.- 1. o: 1.- Location'of land on whic proposed work wi11:be,done: House Number Street Hamlet County Tax Map No. 1000 Section ( Block- I Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of prs and inten , d use and occu an y of proposed onstruction: JO- a. Existing use and occupancy 92v1.L � 0 j2- b. Intended use and occupancy �"fo 1� v L�') �S SSS (��k �2) 3. Nature of work check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work KA03Y iiA 41d rl F,fLre- 9A.t-ikmr, q� �! (Description) 4. Estimated Cost I I ` 001) Fee (To be paid on filing thi application) 5. If dwelling, number of dwelling is Number of dwelling units on each floor I,'4C If garage, number of cars I I i S-F 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. So t� P 7. Dimension§ of existing structures, if any: Front Rear R UDepth Height -! ' Number of Stories I I 1 Dimensions of same structure with alterations or additions: Front ID 5J Rear 'q-2 Depth I n ,�' Height'/- I�- �'-c P" Number of Stories I T. A,r,I 1-I- c_ 8. Dimensions of entire new construction: Front CZe Rear g - Depth Height/�Q' 4- "24-;"- fes" Number of Stories I -T-0"1 rz,(-. ik� J � I' 9. Size of lot: Front-1-111 Rear�'/ i l 0, Depth �2 2/I1,- 10. Date of Purchase Name of Former Owner �A I 11. Zone or use district in which premises are situated�AK4 -AL' 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO-V� 13.Will lot be re-graded?YES NO V/ Will excess fill be removed from premises?YES NOy- 14. Names of Owner of premises OuH AN. Address Phone No. Name of Architect I +tL N a Pe-Address 2i i<Phone No 0g71 bZg6,-b 5'0 -14 Name of Contractor o rz- c o i a Address CSO , L ,1 Phone No.Cts,i X11-1 1700 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ►� 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 1/ * IF YES,PROVIDE A COPY. JAMES STATE OF NEW YORK) ENotary SlttoofNewOYork SS: LA6275952 COUNTY OFA Suffolk County /11 rA. n Expires Feb 4,2021 I !� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing ontract) above named, (S)He is the ((ontractor;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 knowled belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this l day of 20 1`( ary Pub 'c Signature of Applicant Scott A. Russell ,��°5� '�v ST01KMWA1,,T1E1R. SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 C Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOF,S TMS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes (CHECK ALL THAT APPLY) []VA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. DO B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. i preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner;Design Professional,Agent,Contractor,Other) S.C.T.M: #t 1000 Date: /�,,�p� District NAME: Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** ContactInfo ation J • b/ab • �S� �I b`-l����CC� LI��q Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — - 308 qo mfh N go" ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Cyr �"O CT1/C fly < 3 s Stormwater Management Control Plan is.Required, D (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road •z Fax(631)765-9502 P. O. Box 1179 G ft Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATIO -OF TRUSS.TYPE."CO.NSTRUCTION, PRE-ENGINEERED WOOD CONNSTRUCTION ANWOR TIMBER CONSTRUCTION Date: I 7,011 Owner: Q�'lJ l�/ S D_ J H-clNc PR ES A-rN �0�-D cure H—OG�G N i 9 3S Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor roof aming (FR) Signature:. Name (pe rons�ttfiis form): M 1C � - ��� f�•� Capacity(check applicable line): ftC 1 C P.C . Owner _ Owner representative TrussReg15.docx Effective 1/1/2015 B E LF00 W, 60 Raynor Avenue Ronkonkoma, NY 11779 TEL:(631)964-8900 FAX:(631)964-8901 WEB:www.belfor.com LETTER OF SUBMITTALS TRANSMITTAL DATE: 12/28/2021 Town of Southold ATTENTION`. Permits/CO RE: Braun's Oyster Company Town Hall Annex-54375 Main'Road PERMIT#43936 Southold, New York 11971-0959 We are sending you: ATTACHED UNDER SEPERATE COVER VIA X the following items: Shop Drawings Prints Samples Specifications Copy of Letter Change Order Other As per list below NO. DATE DESCRIPTION 12/28/2021 ORIGINAL PLUMBERS/SOLDER CERTIFICATION FOR CLOSE OUT/CO /' THESE ARE TRANSMITTED as checked below: For Approval Approved as submitted Resubmit Copies for approval X For your use Approved as noted Submit Copies for distribution As requested Returned for Correction Return Corrected prints For Review and Comment REMARKS: ACCEPTED BY: SIGNED: aron Zeolla DATE: Project Coordinator D DEC 2 9 2021 RLTJ7,,D1NT DEPT. F '7 r CvJ 00, r PQM 1 G �'�ssC I o oQ co G 36�' 00 \ 7f ti <cb IK(b 1kG GO�� ��• 15 C F •���h l�reJ C ( Al 1,60 1p CIO A Y w �° 00- 5�a� .. .y�• �\. f O I O' 'dry AP D AS NOTED '.�c o ; o oIc LATE: �c0 �S( _ i 0 FEE � � Icy�Q C, : B '� / dry 0�c9b �R NOTIFY BUI DING DEP Cop 765-1802 . 8 AM TO 4 PM R AT • �l�'`+ 'Sao .FOLLOWING INSPECTIONS: yq�'�AUNDATION - TWO REQUIRE G'F3,POURED CONCRETE + pS� 2• UGH FRAMING & PLUMBING 3. INM TION s� 10 y� 4: FINAL 0&ONSTRUCTION MUST `SO LV WITH ALL CODES BE COMPI'� E FOR C.O. �O• E ORK STATE & TOWN ALL CONSTR ION SHALL MEET THE A EQ ED AND COND OF REQUIREMENTS OF THE CODES OF NEW ^j YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. NING BOARD USTEES .: . . . . .... ..... SURVEY OF PROPERTIES A T CUTCHOGVE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-103-01-01, 02, 03 SCALE.- 1' 30' MARCH 12, 2015 JANUARY 5, 2017 FEBRUARY 18, 2020 (SLAB LOCA770N) eq � 1 �j I �P �P 0 IJ •( P �� 0 ss o46� � UAO t'Kr WATER SUPPLY ,1� SITE DATA: SCTM# 1000- 103- 1,2,3 DESCRIPTION: SQ.FT.AREA LOT COVERAGE: EXCAVATE: FILL: N PROPERTY. 75,272 SO-FT. 1.728 ACRES '� ` J~' G'�� �' 0 � ® `� BUILDING 15,011 SQ-FT- 19.94% (MAX.307.) AREA 0 y X41 O IN, � t k tia��c�OG 49? SEPTIC SYSTEM DESIGN BY: JOSEPH FISCHETTI RE �� G sF c °� 1725 HOBART ROAD SOUTHOLD, N.Y.11971 > s �A 631-765-2954 - `1 M WELL FOR REFRIGERATION COOLING, GEOTHERMAL s�� ok �� EX. 6' DIA. WELL-FOR LOBSTER TANKS. ry . HOSE BIBS AND REFRIGERATION. WELL HAS BEEN APPROVED BY AG AND N MARKETS FDA AND NEY DEC O C�s/s �Q02� pf SEPERATEICE MACHINE SCWA FOR BEVERAGES CTED TO eon• � c A M1 lop w Q� 41 It ro 0 Jo 30 ^ a c � TEST HOLE DATA McDWAW GEOOSpENCE EL 29.2' DARK BROWN coats ac BROWN VLT M` AREA=75,572 SQ. FT. or 1.734 ACRES <� '`'"v PALE BROWN FINE To mEDIUM SAND SP c r y »� ,f .-� LIC. NO. 49618 ANY AL7ERA77ON OR ADD17101V TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. EXCEPT (631) C SURVEYORS, P.C. AS PER SEC77ON 7209—SUBDIWS/ON 2. ALL CER77RCA77ONS HEREON ARE VALID FOR 7H/S MAP AND COP/ES THEREOF ONLY IF SAID MAP 631 765-5020 FAX (631) 765-1797 P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREETSOU MOLD, MY 11971 15-102 I SURVEy OF PROPERTIES A T CUTCHOG UE o�_ TOWN OF SOUTHOLD 4 SUFFOLK COUNTY, N. Y 1000-103-01-01, 02, 03 1 - 0 .9 `� 0 10 20 u leb �•;° YAGARINO MARCH 72 2415 \ \ 01G-04-2017 ``• °� o JANUARY 2-UP RCo#jmTyD7P , O ` y \�; .\ / ��� � z©+� t EDV.'CPKs 9� " \ �o ti [?�tn0N 2 3 2011H.S � / ,04 / i/ \\ / �Qo�' � , C/,i � .� J 4j'�� P 3 chi �'O.IF.• '� .,9 �� ' �,,p�r!4A �rt�„. .�,� , 1p ° + A o e s o. KEY MAP \ � SCA LE.• 1"_ ,20D' / 5i �;��r'�6 �, �� `._�e�' ; Geo`, \ 20'e0° �� O�� �� �J ` P `YO AFB —/1min" " �,•+ OO, / 1 \LSCA �\ Orl \\ P PJB\( �P� v-r, '-.`•baa r ° O O\� _w w WAw R SUPPLY 4 i 6 fie` c`'' w w / w �w 'w SARI,` SITE DATA: SCTM# 1000 - 103 - 1 2 3 J �'`�° ��' ��' C), c\o �o� 9�, •�j�� I oo O� �P� o°°o°° off°� , DESCRIPTION: SQ.FT. AREA LOT COVERAGE: EXCAVATE: FILL: F / . PROPERTY: 75,272 SQ.FT. 1 .728 ACRES I ' � F/� ', � �yo°� 9� of Pse `V. ,�°•f ' 6- BUILDING 15,011 SQ.FT. 19.94% (MAX.30%} ,� �P�� ��'y, °�`ceN,\�\ i ^P0i 6 ��``®`� 0 F� AREA O OO \ �\ o a + A Coq,,,..0 \c �\ P���y61; ` �` {tea `� \ ° I A y 000 ILI SEPTIC SYSTEM DESIGN BY: \, °�' 'y�is� �¢ / i �Nll� JOSEPH FISCHETTI ,PE , 2a s \ ,•�., < ; 1725 HOBART ROAD \`\, �oqoy'!s \��r SOUTH OLD, N.Y.119 71 \ �'�� co s9�^ �T �,�. ! s '` e�, 631-765-2954Cl ` �i �FTF� 9 o 4Q AGO (/ s9 fsP f, �, 0 7,0 ''o'x \, \ Cq�9�F ' ��• r•�yo� �qG, 0 t \ \ O d �.A e S,\ �' `\ \ `�6 i .�Q ,{ , ' SLG GO� ((+'E',�p�P�� .•— 19 �� �;� ,' \ . I '�j.• x�r - , WELL FOR REFRIGERATION COOLING, h �r \ ,'0 00 AL EX. 6" DIA. WELDTHERMLOBSTER TANKS. ° HOSE BIBS AND REFRIGERATION. WELL � _P°F F HAS BEEN APPROVED BY AG AND Q MARKETS FDA AND NEY DEC. - v\ ,750.0' QQ° .\ SEPERATE ICE MACHINE CONNECTED TO \ 71�—1 /�a SCWA FOR BEVERAGES - Slb /� Z ' Aja//�� � ''. Q �p1 • � `�J•�"Ul �P /T✓ 1/ o it �C) j 4, T�/ \ aWATER SUPPLY C J {/ \ \P'0 TEST HOLE DATA McDONALD GEOSCIENCE v' 01/13/2015 0�`&IN le;°a 1�/ EL. 29.2' v,y DARK BROWN LOAM OL 0' ry �v5 , ? f `-/ /l BROWN SILT ML RIO � G �' ' � � '� � •<<vr' .. \ eo- O r o PALE BROWN FINE TO MEDIUM SAND SP j est• , - `` 1.-----� � �nom, �. .-� � r �e,o v .-.` o, t� �` �+. G \Y o / O oy cp 1pAl I&c o P°w 9�°0 t \\ e�, OF 00 /" I r•. t 1p A ANY AL TERA TION OR ADDI TION TO THIS SURVEY IS A VIOLA TION �� ! ' �'r�na� N. Y. S. LIC. N0. 49618 OF SECTION 72090E THE NEW YORK STA TE EDUCATION TION LAW. AREA = �5, 5'��2 SCS. FT / - EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS PECONI C SUR VEYORS, P. C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF or 1. 7`5`4 ACRES , , /� (631) 765-5020 FAX (631) 765- 1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P. D. BOX 909 -- WHOSE SIGNATURE APPEARS HEREON. 7230 TRAVELER STREET2 n SOUTHOLD, N. Y. 17971 15-1 O COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Repair of Fire Damage Location: Cutchogue, New York Climate Zone: 4a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 30840 Main Road Michael Macrina Architect,p.c. Cutchogue, NY 11935 M.M.A. 21 Main Street Stony Brook,NY 11790 Building Area Floor Area 1-Warehouse : Nonresidential 11416 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(") Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1-Warehouse] 229 -- 15.0 0.063 0.032 Roof 2:Attic Roof with Steel Joists,[Bldg.Use 1 -Warehouse] 1400 30.0 0.0 0.041 0.027 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical—4 ft., 230 — 20.0 0.261 0.540 [Bldg.Use 1 -Warehouse](b) NORTH Exterior Wall 3:Steel-Framed,16"o.c.,[Bldg.Use 1 -Warehouse] 702 21.0 33.0 0.024 0.064 EAST Exterior Wall 4:Steel-Framed,16"o.c.,[Bldg.Use 1 -Warehouse] 854 21.0 33.0 0.024 0.064 SOUTH Exterior Wall 1:Steel-Framed,16"o.c.,[Bldg.Use 1-Warehouse] 1500 21.0 33.0 0.024 0.064 Door 1:Insulated Metal,Swinging,[Bldg.Use 1 -Warehouse] 21 — --- 0.650 0.610 Exterior Wall 1 copy 1:Steel-Framed,16"o.c.,[Bldg.Use 1 - 414 21.0 0.0 0.106 0.064 Warehouse] WEST Exterior Wall 2:Steel-Framed,16"o.c.,[Bldg.Use 1-Warehouse] 840 21.0 33.0 0.024 0.064 Door 2:Insulated Metal,Non-Swinging,[Bldg.Use 1-Warehouse] 48 — — 0.200 0.179 Exterior Wall 2 copy 1:Steel-Framed,16"o.c.,[Bldg.Use 1- 780 21.0 0.0 0.106 0.064 Warehouse] (a)Budget,U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. i ,y Project Title: Repair of Fire Damage Report date: 11/20/19 Data filename: F:\Drawings\2019-MMA\1938-Braun Seafood-D+A\Energy Calc\ComCheck\Braun Seafood- Page 1 of 9 r- ComCheck A.cck E nvelope PASSES: Design 27% better than code r Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date ® A A. e �3 S? 0, Eva t-® Project Title: Repair of Fire Damage Report date: 11/20/19 Data filename: F:\Drawings\2019-MMA\1938-Braun Seafood-D+A\Energy Calc\ComCheck\Braun Seafood- Page 2 of 9 ComCheck A.cck DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE F 06/29/2018 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 INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION 1S 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 CONTACTNAME: Aon Risk Services Central, Inc. PHONE (866) 283-7122 FAX (800) 363-0105 `y Southfield MI office (AIC.No.Ext): (A/C.No.): o 3000 Town Center E-MAIL u Suite 3000 ADDRESS: _ Southfield MI 48075 USA INSURER(S)AFFORDING COVERAGE NAIC q INSURED INSURERA: National Union Fire Ins CO of Pittsburgh 19445 Belfor Lonq Island LLC INSURER B: The Insurance CO of the State of PA 19429 60 Raynor Avenue Ronkonkoma NY 11779 USA -INSURER C: American Home Assurance CO. 19380 INSURER D: AIG Specialty Insurance Company 26883 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:570072077806 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.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested ADD SUBR POLICY EX I INSR rA TYPE OF INSURANCE INS WVD POLICY NUMBER MM/DD MMIDD FF LIMITS X COMMERCIAL GENERAL LIABILITY GL EACH OCCURRENCE $2,000,000 CLAIMS-MADE X❑OCCUR AOS (SIR) DA G N $2,000,000 SIR applies per policy terns & conditions PREMISES Ea occurrence GL7468787 07/01/2018 07/01/2019 MED EXP(Any one person) $10,000 NY (Deductible) PERSONAL&ADV INJURY 52,000,000 p GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE 44,000,000. POLICY ❑X PEC- ❑X LOC PRODUCTS-COMPIOPAGG $4,000,000 9. 0 OTHER: r A. AUTOMOBILE LIABILITY CA 4288091 07/01/2018 07/01/2019 COMBINED SINGLE LIMIT $5,000,000 Lo AOS Ea accident A X ANYAUTO CA 4288092 07/01/2018 07/01/2019 BODILY INJURY(Per person) Z OWNED SCHEDULED MA BODILY INJURY(Per accident) .d. A AUTOS ONLY AUTOS CA 4288093 07/01/2018 07/01/2019 HIRED AUTOS NON-OWNED PROPERTY DAMAGE ONLY AUTOS ONLY VA Per accident t:. d A X UMBRELLALIAB X OCCUR 28294908 07/01/20;. ,On 019 EACH OCCURRENCE 55,000,000 V EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$25,000 B WORKERS COMPENSATION AND WC014629590 07 01/20019 X PER OTH- EMPLOYERS'LIABILITY PER ER ANY PROPRIETOR/PARTNER I EXECUTIVE YIN N A05 E.L.EACH ACCIDENT S1,000,000 B OFFICERIMEMBEREXCLUDED? NIA WC014629591 07/01/20019 (Mandatory in NH) FL E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE $1,000,000 LIMIT $1,000,000- DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) �G i. .tom y� 'P- CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town Of Southold AUTHORIZED REPRESENTATIVE 53905 Main Road PO Box 1179 Southold NY 11971 USA ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 570000005415 LOC#: ADDITIONAL REMARKS SCHEDULE Pag2 _ of _ AGENCY NAMEDINSURED Aon Risk services Central, Inc. Belfor Long Island LLC POLICY NUMBER see Certificate Number: 570072077806 .CARRIER NAIC CODE see Certificate Number: 570072077806 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance INSURER(S)AFFORDING COVERAGE NAIC# INSURER INSURER INSURER INSURER ADDITIONAL POLICIES If a policy below does not include limit information,refer to the corresponding policy on the ACORD certificate form for policy limits. UBR POLICY POLICY, LTR TYPEOFINSURANCE IVSD SW" POLICY NUMBER EFFEA IVE EXPIRATION LIMITS D MMIDD WORKERS COMPENSATION B **Also includes N/A wc014629592 07/01/2018 07/01/2019 MA, ND, OH, WA, WI, WY C AZ, NJ, PA, & VA** N/A WC014629593 07/01/2018 07/01/2019 CA B N/A wc014629594 07/01/2018 07/01/2019 **IL, KY, NC, NH, UT** ACORD 101(2008101) ©2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD lNoIr111 CERTIFICATE OF tp All" ii NYS WORKERS' COMPENSATION INSURANCE COVERAGE T� aBoa�d 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 631-964-8900 Belfor Long Island LLC 1c.NYS Unemployment Insurance Employer Registration Number of 60 Raynor Avenue Insured Ronkonkoma, NY 11779 07-894226 Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 26-3526799 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) The Insurance Co of the State of PA 3b.Policy Number of Entity Listed in Box"1 a" Town of Southold 53905 Main Road WC 014629590 PO Box 1179 3c.Policy effective period Southold NY 11971 07/01/2018 to 07/0112019' 3d.The Proprietor,Partners or Executive Officers are Q■ included.(Only check box if all partners/officers included) E] all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? DYES E]NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This,certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the" referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the`named insured has the coverage as depicted on this form. Approved by: Lex Baugh (Print name of authorized representative or licensed agent of insurance carrier) Approved by: F June 28,2018 1A I(Signature) (Date) Title: Underwriting Regional Executive 212-770-7000 Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-15) www.wcb.ny.gov 1 : } °" ' CERTIFICATE OF INSURANCE COVERAGE DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured BELFOR GROUP USA,INC. 185 OAKLAND AVENUE, SUITE 150 248 502 1811 BIRMINGHAM, MI 48009 Work Location of Insured(Only required if coverage is specifically c.Federal Employer Identification Number of Insured cally limited to p y certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 841309171 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) First Unum Life Insurance Company TOWN OF SOUTHOLD 53905 MAIN ROAD 3b.Policy Number of Entity Listed in Box"l a" P.O. BOX 1179 472934 SOUTHOLD, NY 11971 3c.Policy effective period 08/01/2018 to 08/01/2019 4. Policy provides the following benefits: XD A.Both disability and paid family leave benefits. F1 B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. � Digitally signed'byrmbrown@unum.com Date Signed 7/27/2018 By Mlk'I (/(�� rla e:JCrioz,lw, Date:2018.07.2714:11:59-04'00' (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 1-800-ASK-UNUM Name and Title Roberta Brown, DBL Specialist IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the in carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance.Unit, PO Box 5200,Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According:to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. D13_120.1 10.17, I jliiiiiiiiiiiiiiiiiiiiiiiiiii(iiiiiiuiiiiiiii)iillll APPR VED AS NOTED DATE: B.P.#... 3 _ FEE: 07ol� � BY: NOTIFY BUILDING DEPARTME T COMPLY WITH ALL CODE= OF 765-1802 8A TO 4 PM FOR THE NEW YORK STATE & TO�v N . Olf)F FOLLOWING•INSPECTIONS: AS REQUIRED AND Cp,Un,- 1. FOUNDATION - TWO REQUIRED DNS FOR POURED CONCRETE 2. ROUGH 'FRAMING. & PLUMBING 3. INSULATION SLG BOA, 4. FINAL - CONSTRUCTION MUST T ' TRUSTEES BE COMPLETE FOR C.O. ALL CONSTRUCTI N S A►i e�� YORK STATE. NOT RESPONSIBLEF THE ODES OF NEW DESIGN OR CONSTRUCTION ERRORS. t SURVEY OF PROPERTIES A T CUTCHOG UE ti TOWN OF SOUTHOLD ti6k �J�� SUFFOLK COUNTY, MY 1000-103-01-01 02y 03 IZ•\ a ,tea SCALE.• 1 "_ 20' 41 0 10 20 10 \, ' i 'O\\\ • ' ji OO' I 01-04— 017 MARCH 12 2015 V \�� 04-207 JANUARY p' CourvTY �AM1 OF HEALTH S i r a fir' • �,p EAPPRO`JALOFCQ JCTEDV,'OPKS o c 4- � D�te!AN 2 3 2011 G O % H.S.R .ft C 0 p o es 9 ;i , j\ a of �z =� % Th,_�ewa j -- --� i / \ �p0.s� erb i °' VP /i ce O;i/ \� ��ti° lv�G� ���d (l• <� \ rtthis islow t�o i hme DFIY f'cior 3rdl q �; �\ �' , Gn an-Bund to tie agencies Q o� saY Knen PE O So �e KEY MAP �,Q N tvy SCALE l' ,200' %� 5i:,���� °®��� ®Q�' ;G�o� \� 20 e °aye\\ d `'�- � �'� ��sctiF,.,�9 5h �,�• p'�y° �� min. O� 1 �� °O; ra Y,0 / C-) ti- , v`61 �Q�°oaoyet`ec 5 A e C,Yp w 11<1 w _w WATER SUPPLY �?y fp heti qe AO V w w w u —u u —_._w `•�� y�°° `�C•`^ ,/ / SITE DATA: SCTM# 1000 - 103 - 11213 / 'h, \ y9 � ���� o°ti Q Q �Q c\c �Oc� G° C�� (lP� DESCRIPTION: SQ.FT AREA LOT COVERAGE: EXCAVATE: FILL: `� �5/ '`A S.J?k' i`' 6' .— `�/• �• � / Cj�`1,� iii \c9J PROPERTY: 75,272 SQ.FT. 1.728 ACRES �\\ �,�F, I G°� \ 0 F �'® � yRiS• FO \ �G��O a *GG•5 � tisk BUILDING 15 011 S FT. �P� `p°i c�o,� \��� Go eP P0�66 ` /®Q AREA ' Q 19.94% (MAX.30�) � o ° \c i ./ ?-'0�� 3 G. P o � 3 s O / SF`s` L' \\ o�J i ®�,� \¢ti / IAN 000 A on SEPTIC SYSTEM DESIGN BY: \.\ \G� � T P /s JOSE H FISCHETTI ,PE �\ , do 1725 HOBART ROAD SOUTHOLD, N.Y.11971 �'�, ''Rost OG lss /N°'l ,� �', 631-765-2954 �\ \ �`, s; , S�• ,�, Ir 141, 9'QO O—.t� ;oasesf ek <10 °9 f"� P c�j G' E 9 �` �', • G0 /!` \ r ry°1' mak/ '9�� F+�OEL�1 aQ 9/O 'S%Gs;,�c \ qC,F p` k ;2 • rho o. F \, o o ,� X41 ce, �� \ ` I �'y�,r* C �°�' WELL FOR REFRIGERATION COOLING, �; ® — _ '\ \ v o �ti OO'• / 'os ok GEOTHERMAL `� � O '�'/ cl, EX. 6" DIA. WELL-FOR LOBSTER TANKS. HOSE BIBS AND REFRIGERATION. WELL HAS BEEN APPROVED BY AG AND "\ — o� _ �L,� +�P/ Q \ y� F MARKETS FDA AND NEY DEC. _ c�* SEPERATE ICE MACHINE CONNECTED TO \�\ ' — _ _ �� / I �� �� �O / + y SCWA FOR BEVERAGES `\\ \\ _~ - - - -_ 1 �•l O�jL ��',p O ,, orb Wo s WATER SUPP \ c' SCOW - Vi/ s mf c P TEST MCDONLD HOLE E S DATA 01/13/2015 EL. 29.2' DARK BROWN LOAM OL � O -------- 1' Veil , \\ '/! s��F - P��"O �9� �.1�0 BROWN SILT ML % o.v�• �\ i \1 y 7 i �•� 0 PALE BROWN FINE TO MEDIUM SAND SP �` / A• � ��� - � %�P _ � � S �� G \4� O c+ i Ir 0 �o F. �� \ f �� O o� Q --- -. - - - - -_ --' ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION �y��0`�, r%45., y Uf` OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. A REA — / - 5 72 SQ. FT. `� °�h��� //`)�� N. Y. S. LIC. NO. 49618 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL. CERTIFICATIONS ��// /� PECONIC SURVEYORS, P. C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IFQI" __ 1._73`f---._.-. _A CRES / (631,) 765-5020 FAX 631 765- 1797 SAID MAP OR COPIES A HE IMPRESSED SEAL OF THE SURVEYOR P. O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 15--102 ABBREVIATIONS GENERAL NOTES DRAWING CONTENT: BUILDING DATA : Classification / Work Floor Area GENERAL CONDITIONS Sheet# Description First Floor ±11,416 sq. ft. 1. All work shall conform to the Building Code of New York State, 8. All work shall be performed in a first class manner with all new materials. 17. Contractor shall be responsible for adequately bracing and protecting all work Area of local Building & Zoning Codes, and the New York State Energy Contractor shall provide all equipment, labor and materials necessary for during construction against damage, breakage, collapse, distortion and ARCHITECTURAL Q ±5323 sq. ft. ACQ ALKALINE COPPER QUATERNARY MAX MAXIMUM Reconstruction , ACT ACOUSTICAL TILE MIN MINIMUM Conservation Construction Code. All Codes shall supercede the the proper execution and timely completion of the work. Contractor shall misalignment according to applicable codes, standards and good practice. o MO MASONRY OPENING drawings and shall be incorporated into the drawings, whether be responsible for all materials and equipment stored at the site. AL ALUMINUM LL Mezzanine 864 sq. ft. ALT ALTERNATE MRB MARBLE they are indicated on the plans or not. 18. Match all existing conditions as they relate to finishes, lighting, coursing, C-1 Abbreviations 9. All contractors and their subcontractors shall carr insurance that wil protect ii I AFF ABOVE FINISHED FLOOR M.S. MARBLE SADDLE Y P dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, h ei e�h 2. Contractor shall check and verify all dimensions, notes and conditions the Owner and Architect from claims from damages for personal injuries, I Legend MTL METAL plumbing and ductwork that may be concealed in walls or ceilings being revised ASF ABOVE SUBFLOOR at the site before any construction work is started. The Contractor including death, which may arise in connection with this project. Existing Building Code Of New York State A.S. ALUMINUM SADDLE MFR. MANUFACTURER to provide a complete job in all respects. N/A NOT APPLICABLE shall notify the Architect of any discrepancies or conflicts in the Building Data ° M a c r i n a A.P.B. ANTHONY POWER BEAM drawings and/or field conditions before starting the work. The discovery 10. Contractor to indemnify Architect and Owner and hold harmess. *` Sect. 901 - Alterations-Level 3 B.C. BRICK COURSE(S) NIC NOT IN CONTRACT of discrepancies after beginning the work shall be the full responsibility METAL STUD FRAMING Egress & Key Plan o BD BOARD NOM NOMINAL of the Contractor to correct. . 11. The Architect is not responsible for construction means, methods, techniques, 9011 Scope.- Level 3 alterations as described in Section 505 shall Arch i Ct BOT BOTTOM NR NOT REQUIRED sequences, procedures or for the safety precautions and programs in 1. All openings in partitions shall be double studded. Building Code Analysis M comply with the requirements of this chapter. NTS NOT TO SCALE 3. Contractor shall locate & stake out all existing underground utilities prior connection with this project. e� BLDG BUILDING 2. All partitions shall be plumb, true and straight, properly braced U S to any excavation. The utilities shown on the plans are an approximate CBB CEMENT BACKER BOARD OC ON CENTER(S) 12. All contractors shall be licensed and insured as required. and rigid. CL CLOSET OCC. OCCUPANT(S) location only. A1 .1 Demolition Floor Plan 21 Main Street Stony Brook NY 11790 CLG CEILING OH OVERHANG 13. Contractor to obtain Owner's or Architect's approval for all materials, finishes, 3. Refer to floor plan for partition types. DESIGN 4. Contractor to be responsible for arranging all necessary permits and and equipment rior to purchasing. All equipment and materials are to be A2.1 Construction Plan CLR CLEARANCE) PART. PARTITIONP P 9• inspections, including Certificate Of Occupancy (C.O.). 4. All dimensions shown on Ian are from finished face of sum board. phone. 631 686-6585 P.C. POURED CONCRETE installed per manufacturer's written specifications. p gypsum - 2015 International Building Code COL COLUMN Mezzanine Plan Plans have been g fax. 631 686-6786 CONC CONCRETE P.L. PROPERTY LINE 5. Written dimensions shall have precedence over scaled dimensions and larger 14. Contractor shall keepsite clean and free of debris. 5. All partitions shown 'Align' are to be smooth and flush with the designed in - 2015 International Existing Building Code CONT CONTINUOUS P.T. PRESSURE TREATED scale details shall have precedence over smaller scale details/drawings. existing construction, unless noted otherwise. g g 9 email. MMArchit ctAIA. line.net PT-EGS PAINT, EGGSHELL SHEEN Drawings are not to be scaled. Door Schedule accordance with: - 2017 NYS Code Supplement web. MMArchitectAlA.com CMU CONCRETE MASONRY UNIT g 15. These drawings are the property of the Architect and shall not be used pp CT CERAMIC TILE PT-FL PAINT, FLAT SHEEN without his consent. Drawings shall not be used for issuing of a building - 2016 NYS Energy Code Supplement PT-SG PAINT, SEMI-GLOSS SHEEN 6. Any deviation from the Architects drawings must be submitted to the permit unless signed & sealed b Michael Macrina Architect, p.c. These plans are pe instrument of service and are CS CORRIDOR SUPPLY Architect in writing for approval. g y A2.2 Enlarged Floor Plans - 2015 International Energy Code the exclusive property of the architect. C.J. CEILING JOIST PKT POCKET - 2015 International Fire Code Infringements of the concepts and design ideas 16. Contractor to follow all manufacturers specifications, recom nendations and presented on these drawings shall be prosecuted CANT CANTILEVER P.S. PEDESTAL SINK 7. Contractor shall be responsible for adequately bracing and protecting all Wall Details QT QUARRY TILE work during construction against damage, breakage, collapse, distortion installation details on all products used in this project. Notify the Architect - A.N.S.I. 117.1 2009 to the fullest extent of the law. Copyright 2019: CMD CARBON MONOXIDE DETECTOR g g g g P of any conflict between the plans and manufacturers specifications, Michael Macrina Architect, pc. All rights reserved, RAD RADIUS and misalignment according to applicable codes, standards and good practice. no part of the plans may be reproduced without DIA DIAMETER recommendations and installation details prior to installation of product on A2.3 Roof Plan / Ceiling Plans Climatic & Geographic Design Criteria : the expressed written consent of the architect. DIM DIMENSION REQ'D REQUIRED this project. Contractor shall be responsible for correction of any work that REV REVISION(S), REVISED prevents the correct installation of a specified product as shown on the Wind Exposure Category: B DR DOOR P P P 9 y DTL DETAIL RM ROOM drawings. A4.1 Elevations DWG DRAWING R.J. ROUGH JAMB P Ground Snow Load: 20 sf DN DOWN R.C.N.Y.S. RESIDENTIAL CODE OF A4.2 Elevations EA EACH NEW YORK STATE � Wind Speed: 140 mph ultimate wind speed BELFOR • EL ELEVATION R.R. ROOF RAFTER EQ EQUAL R/R REMOVE &REPLACE BUILDING CODE ANALYSIS A5.1 Building Section PROPERTY RESTORATION EX EXISTING Details Seismic Design Category: B EXH EXHAUST SAB SOUND ATTENUATION BLANKET EXT EXTERIOR SEC SECTION E 60 Raynor Ave. A5.2 Building Section 2 Ronkonkoma, NY 11779 EF EXHAUST FAN S.F. SQUARE FEET Existing / a) Weathering: Severe EW EGRESS WINDOW SIM SIMILAR / Mech. etal s E Frost Line Depth: 36 inches phone (631) 471-2300 FAI FRESH AIR INTAKE SPR SPRINKLER(HEAD) FC. FIRE CODE SQ SQUARE e`aY/ FD FLOOR DRAIN SS STAINLESS STEEL �ca��0 Egress Legend Termite Infestation: Moderate to Heavy fax (631) 471-2905 ^��%` STRUCTURAL Existing �o m 16 FIN FINISH(ED) STC SOUND TRANSMISSION CONTROL 9 ti/ � Decay Probability: Slight 'to Moderate / FLR FLOORING) STD Loading Area STANDARD i i i i i- _ _ � 9 EXIT SIGN FIXTURE cn Wind Borne Debris Zone No FT FOOT(FEET) SD SMOKE DETECTOR CAPACITY OF DOOR OR STAIR Dates : FPSC FIRE PROOF SELF-CLOSING STL STEEL Existing Existing Existing Freezer Freezer / Lobster Storage S-001 General Structural Notes Flood Hazard Exempt 8/2/19 Existing Conditions F.J. FLOOR JOIST T.C. TOP OF CURB / CLEAR EXIT WIDTH 8/28/19 Preliminary Design FTG. FOOTING TEL TELEPHONE M / ACTUAL OCCUPANT LOAD S-002 General Structural Notes FLOOR LIVE LOAD Table 1607.1 GA GAGE, GAUGE THK THICK(NESS) -- / 9/18/19 Preliminary Design GALV GALVANIZED T.O.S. TOP OF SLAB BC IDENTIFIES PATH OF TRAVEL USE LIVE LOAD CONCENTRATED GFI GROUND FAULT INTERRUPT TP. TOILET PAPER Exit'c' F�'100 Foundation Plan 11/22/19 Issued to Building Department GL GLASS TPF TEXTURED PAINT FINISH a STORAGE 125 PSF 1000 Pounds GWB GYPSUM WALL BOARD T.S.P. TEXTURED SPRAY PAINT Proposed / ® -- 180 O INDICATES NEW BATTERY S-100 First Floor Wall Plan 12/19/19 Building Department Comments GYP. BD. GYPSUM BOARD TX TOILET EXHAUST Existing Existing Dry Storage/ POWERED BACK-UP ALLOWABLE DEFLECTION : Table 1604.3 Freezer Freezer I 3s EMERGENCY LIGHTING 1/10/20 Draft Copy GP' GEORGIA-PACIFIC TXF TOILET EXHAUST FAN y/ I 5 S-102 Lower Roof Framing Plan Structural Member Allowable Deflection 4/7/20 Issued for Construction HC HOLLOW CORE TV TELEVISION /. g HDW HARDWARE TYP TYPICAL AREA OF RECONSTRUCTION HM HOLLOW METAL TEMP TEMPERED ^ -00 S-103 a�°°' I S-103 Upper Roof Framing Plan Roof Members having slopes greater than 3/12 6/4/20 Utility Room Revision HOR HORIZONTAL TECO JOIST HANGER -- -- ^% h I Supporting plaster ceiling L/360' HP HIGH POINT U.O.N. UNLESS OTHERWISE NOTED �ro� I /;; MEZZANINE CALCULATION AREA 5-200 Structural Sections Supporting non-plaster ceiling L/240' HR HOUR(S) VB VINYL BASE / '` i 12,670 SQUARE FEET HT HEIGHT VCJ VERTICAL CONTROL JOINT Not supporting ceiling L/180' HD HEAD VCT VINYL COMPOSITION FLOOR TILE I SD SMOKE DETECTOR S-201 Structural Sections HVAC HEATINGNENTILATING/AIR CONDITIONING VIF VERIFY IN FIELD // I Floor Members L/360 IN INCH (ES) VWC VINYL WALL COVERING t so Proposed I CO CARBON MONOXIDE S-202 Structural Sections Exterior Walls& Interior Partitions INT INTERIOR WC WATER CLOSET o d r a INV INVERT WD WOOD Area li Freezer AI with brittle finishes L/240 / ee - JT JOINT WR WATER RESISTANT - - - - - - - - -- - - -1 PORTABLE FIRE EXTINGUISHER S-203 Structural Sections a KIT KITCHEN ZR ZONING RESOLUTION BC with flexible finishes L/1 a / No. Date Description LAV LAVATORY _ _ Exit'B' 20# B:C TYPE S-300 Structural Details LVL LAMINATED VENEER LUMBER - i / 180 Note : L=Span Length, H=Span Height Project L.C. LINEN CLOSET is' E st' A , x 36 a. The Wind Load shall be permitted to be taken as 0.7 times the L.C.C. LEAD COATED COPPER t c _ S-301 Structural Details Component and Cladding loads for the purpose of the determining o / I I o i� _ _ _ _ - - - s 5-302 Structural Details deflection limits herein. Repair of Distance between exits greater � ® than 1/2 the distance of the i Bcdiagonal, compliant w/1007.1.1 S-303 Structural Details ROOF SNOW LOAD Tables 1604.5, 1608.3.1, 1608.3.2 & Figure 1608.2 Fre Damage e Proposed Pro osed Ground now Load 20 PSF 9 Existin I e roposetilip Rm. I Locker Room Office Existing buidling fire alarm system S-304 Structural Details Snow Exposure Factor 1.0 Category B, partially exposed Exit'A' to conform to current code as per Snow Load Importance Factor 1.0 Category II For HIso 205-I�g.0 & 2015 IFC S-305 Structural Details Thermal Factor 1.1 36 LEGEND Egress & Ke Plan VICINITY MAP Braun MATERIALS BuildingSeafood BRICK VENEER EARTH plan north 1 TABLE 602 Fire Code Section 906-Portable Fire ExtinguishersC-ompany CONCRETE MASONRY UNIT INSULATION (THERMAL) Fire Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance Where required. Portable fire extinguishers shall be installed in 30840 Main Road Existing Building FIRE SEPARATION TYPES OF CONSTRUCTION OCCUPANCY the following locations. CutchO ue, NY 11935 STEEL 'PVC' or COMPOSITE MATERIAL DISTANCE GROUP:A,B,E,F-2,1,R,s-2,u ...__ g Chapter 3 (Use&Occupancy Classification) 1. In all Group A, B, E, F, H, I , M, R-1, R-2, R-4 andoccupancies. ., ROUGH WOOD RIGID INSULATION OCCUPANCY-Storage (Group S-2) (±11,092 sq.ft.) X < 5ft ALL 1 HOUR ±324 s ft. Jurisdiction - Business (Group B ( P ) ( sq.ft.) 2. Within 30 feet(9144 mm) of commercial cooking equipment. (Accessory use) Chapter 10 (Means of Egress) CONCRETE \ FINISH WOOD Chapter 5 (General Building Heights&Areas) 3. In areas where flammable or combustible liquids are stored, used or Town Of Southold Sect. 504.4-Max. allowable building height=4 stories above grade Table 1004.1.2- (maximum floor area allowances per occupant) dispensed. = Suffolk County PLYWOOD GYPSUM BOARD Actual building height=2 story above grade Sect. 505 (Mezzanines and Equipment Platforms) Storage(Warehouse)area = 11,092 sq. ft. 23 occupants 4. On each floor of structures under construction, except Group R-3 SYMBOLS Sect. 505.2.1 (Area Limitation) = 500 sq.ft per occupant p occupancies, in accordance with Section 3315.1 of the International Fire Code. section number The aggregate area of a mezzanine within a room 5. Where required by International Fire Code sections indicated in Table 906.1. `: Drawn By : shall be not greater than one-third of the floor area Office Area= 324 sq. ft. �q�E�3 A�y�,�► of that room ors ace in which the are located. 100 s ft er occu =4 occupants I`251 J.L. �� �- -I EXISTING WALL AAg SECTION p y q� p int 6. Special hazard areas, including but not limited to laboratories, computer rooms � irr �f sheet number total area of room =2,670 s.f. and generator rooms, where required b the fire code offcal. 3OWMain Road Checked By: detail area of mezzanine=864 s.f. NEW PARTITION 2 -� number Table 1006.3.1 -(Min. Number of exits or access to exits per story) ❑ I 2,670 s.f. x 1/3= 881 s.f. allowed >864 s.f. M.A.M. � A + OR rae�l I A24 DETAIL occupant load min. number of exits FIRE EXTINGUISHER NOTE: Portable fire extinguishers having a gross weight not uv.„ ''` �- L_J 1-500 2 exceeding 40 pounds shall be installed so that its top is not more than 5 feet above the floor. sheet Sect. 506.2- Max. allowable building area per floor = 16,000 sq. ft. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds shall be Job No. DOOR number Actual building area per floor=2,268 sq. ft. Exits provided=2 installed so that its top is not more than 3.5 feet above the floor. The clearance between the 1938 lF opeA P, Chapter 6 (Types of Construction) Sect. 1017 (Exit Access Travel Distance) floor and the bottom of installed hand-held extinguishers shall not be less than 4 inches. N REVISION CLOUD g trEcho I P WINDOW -TYPE '26' CONSTRUCTION Table 1017.2-300 ft. max.travel distance from most renote point to nearest exit. Interior Finish Notes: Sheet Title STRUCTURAL BEAM TABLE 601 Minimum Fire Resistance Requirements of Structural Elements Plumbing Code of New York State 1. per 803.1, all wall finishes and ceiling finishes shall be minimum of class Building Data 211 WINDOW/ EXT. DOOR NUMBER BUILDING ELEMENT Fire Resistance Remarks Chapter4 (Fixtures) �� two-digit in hours 'B', unless otherwise noted as acceptable elsewhere in the code. id number (see schedule) JOISTS / RAFTERS Table 403.1 - Minumum number of plumbing fixtures floor level STRUCTURAL FRAME O 2. per table 803.11 " interior wall and ceiling finish requirements by 211 INTERIOR DOOR NUMBER Group'S-2' : (27 total occupants) occupancy": (S occupancy-unsprinklered) r1 " �' ^ya Building Code 2 REVISION NUMBER Drinking Service two-digit BEARING WALLS A. vertical exits and exit passageways-class'B' required, Egress Plan identification (see schedule) Water Closets Lavatories Bathtubs Showers Fountain Sink t� number INTERIOR O Required Required Required Required Required Required minimum class'B'providedOrtn fork cr rh.,tf y' floor level SMOKE DETECTOR EXTERIOR 0 B. exit access corridors and other hallways-class'B' required, 211 ROOM NUMBER S-2 1 req'd 1 req'd none 1 req'd minimum class'B' provided two-digit 1 2 E�orizontal NONBEARING WALLS AND PARTITIONS C. rooms and enclosed spaces-class'C' required, minimum class identification (see schedule) ROOF PITCH ° p q number rj werticol EXTERIOR 'C'provided floor level Existing Building Code Of New York State C' NONBEARING WALLS AND PARTITIONS Sheet Number WALL TYPE ABOVE / BELOW/ HIDDEN O Sect. 904.2-Fire Alarm And Detection Systems 3. per 804.4, interior floor finish- Interior floor covering materials shall INTERIOR y 2015 International Fire Code comply with Sections 804.4.1 and 804.4.2 and finish floor materials shall ELEVATION MARKER FLOOR CONSTRUCTION rbon Monoxide Detection: comply with Section 804.4.2. New Su r f o i k r - CENTERLINE INCLUDING SUPPORTING BEAMS & JOISTS 0 915.1 1 Whereion 915 Carbon monoxide detection shall be provided in group Chapter 11 (Accessibility) (• ' 2 elevation number q P 9 p 1 DRAWINGREFERENCE 1 n71 3 ROOF CONSTRUCTION 1-1, 1-2, 1-4 and R occupancies and in classrooms in Group E occupancies in the P' ❑ INTERIOR ELEVATION INCLUDING SUPPORTING BEAMS & JOISTS 0 locations specified in sec. 915.2 where any of the conditions in sect. 915.12 The building is to comply with chapter 11 of the IBC and ( l�o (see reference notes, same sht.) 4 sheet number I I through 915.1.6 exist. ANSI A117.1 2009. DEMOLITION NOTES. 1. Demolition work shall be done in strict conformance with local, Y state and federal regulations, including all permits and utility cut—offs. 2. The Contractor shall at all times provide protection against weather (rain, wind, storms, frost or heat) so as to maintain all work, materials, equipment and fixtures free from damages. Repair KA ii h .-a E:� I any damage to property of the Owner/Client which is to remain in use, or that of any person, or persons on or off the site caused by the demolition work without additional expense to the owner. �i r 3. Provide all necessary temporary supports as may be required Arch itelct prior to the installation of new structural elements required by the demolition work shown hereon. Existing 4. Any and all conditions not shown hereon and uncovered in the 21 Main Street Stony Brook NY 11790 field shall be brought to the attention of the Architect immediately, Mech. prior to any action involving some. phone. 631 686-6585 fax. 631 686-6786 5. All existing elements to remain shall be protected during demolition. email. MMacrina@optonline.net 6. All existing ductwork, electrical equipment, etc. in areas to be web. MMArchitectAlA.com demolished shall be protected and relocated as required These plans are an instrument of service and are according to field conditions. the exclusive property of the architect. Existing Infringements of the concepts and design ideas 7. Provide dust—tight partitions between areas where demolition presented on these drawings shall be prosecuted LJ to the fullest extent of the law. Copyright 2019: Lobster Storage work is being performed and areas which are finished or in use. Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without Existing Existing Existing the expressed written consent of the architect. Freezer Freezer Loading Area Remove top portion of existing B E L FO R CO CMU block wall down to t18"above existing lower(shed)roof.See section'B'on sht.A5.2 PROPERTY RESTORATION 60 Raynor Ave. OY00 Ronkonkoma, NY 11779 hone 631 471-2300 existing well tanks — �'` ; ? `/ p ( ) to remain �" '' � i'1\/\r.\f\/`\ I\ �\ `\ U \' \�, Existing l ' '; fax (631) 471-2905 / ✓ \ > �' ✓ �' / \' / �' ,/ V Existing g r / > ;\ �. ' ; ; l Existin Loading Areae \ ;� ,,f> \' .%\ \/ Freezer / >' ' < \ \ Freezer \ ' >, / \ ` , , �;; ;>U ,1, Dates y ? U\' \�\'\!3j\'`'''�y 11�''\/\ ; / �' '/ y % y + 8/2/19 Existing Conditions I. >�,y" ,t Existing,,, ;; \ /\\ \✓��• , �i\/�; \ \j\i\f,, �' / / / \/ 8/28/19 Preliminary Design / / , I/ V `� `f : , > \ Freezer , y. \ \ ' �\ 9/18/19 Preliminary Design y''� >' ✓>' ,\�'. 4 ��� �' ` \'�Y\ >' '/Y \ i^ 11/22/19 Issued to Building Department `l`' / / 12/19/19 Building Department Comments —' '�• \ 1/10/20 Draft Copy V r •'- -�1-r<-f<--'���`-- -,1. ,\ ?. '� / ' ,y f-= -=� .'� / ' - = -- -= /•/ \''\ V \' V /,/ ,, f�. \f'` \/" I 4/7/20 \ y \� \, ` ; .t r r: >. >, �. 'A j 3 >: ;< 1 /� \' V ` \ Issued for Construction j 6/4/20 Utility Room Revision \r. �i.l ,/s{. / / i•.., i-- --'--y�-,-�>---� Ti t->---Y-�- rte- ` --- - -- ----- ---- - \, r---�------',, \/ i \ x \ r '\ \, ' /' x \\i' `\ " �'. /\ /\ i\ �. /'\. �. `\ i i /X X /' / /\ ✓ tel\ � c saw cut existing slab >' ' 6 Existingcoordinate w/contractor < ` in field exact location > EXiStln{g /' / \ �/\� % ` /> % a' r\% \� ✓\- \' \ No. Date Description Loading Area ofsawcut > \• y/\ V y \ ' >, y x -- Freezer x . ;, >. .< < > ; l J , 1. / ( /. - ,; T\i,� i. / Y ^/< l' ! \t ✓ \' i \,' .:/` i \ \ ✓ �/ \\ Project - -- I > , Existin \ l Existing > _ / i \ \. existing temporary ► <;. : , , . ~ � ', ; . /: � , 'Freezer. > ; ;', ,Freezer>_" ; ,;; o� Repair of wall to remain /` j � !�lV /� �/\. \�\/`\/ \, T ' /�� j'\''\/\ �/ v .\. y/ \/\>\ t'\ \i - -- r f > > , �; >\ � Fire Damage \/ ` `� / X 6 X../ \/ / XX i \ I C For ' / ✓ '✓ \/ y \. 1, / .%` ✓'y ✓ y - ', \/\/ '\•/ \ 'l y /\.". '',/ 11 X . ,�, \ Existin \ . ; . \ . 3 r > :< , \ Al Ix ' ��\ '',> \'. \Freezer ' > ``, > ;„ ✓`\, \' / y' / y V �' /" V; i \/ \ \/ \.' \ > >' Y' ; EBraun \' \/ \"' \.' ✓ ,. \/ ''� l / ✓\' v�l \;' VV '. \ \� \/ •',l 1' \� \' \l '/ \'i i; I\, y" \{ ,y ; / < ; > ; � > >, , Seafood f r \ \l _ ------------- > a \ .'� ---r, /yms'\µ i n, / '4--r---------------- -----/----'� --___.:�,.- \ _ _ Company \ -?'�--y-�-r�-.�--f--�------�--_,t_..y--, >'/V\: , / \ ' •.` /' /^' -�' \`� �y�/..\ i, i/1 y i I i' �� /\ i'\ /\ \;�',� >\''\,�' X 30840 Main Road Existing ,< �, t ? /�> ✓ \>\ r x`> ; \ Office V�'8�;\ . \'Locker\Area>\,; ,,� v , Ll \' V >' ' , \ v ���.,�,, ;�,�, g , Cutcho ue NY 11935 k/_ `! -% ,;�!'. %\, .f �; _/_\\✓ \' V i y �' /\/' Jurisdiction ------ -- --- 1X\ X ------- ----------- --- -- ---=-- - -- ------�- - Exist'd T,j \ i " '; L X Ra► 4 existing basement Town of Southold - - -- under Suffolk County - -- -- -- remove existing roof structure completely including existing slab,foundaiton&footing 1 ^} due to fire damage Drawn By : A: J.L. 0,;;i r 46 tG Checked By: 4i �pil Adjacent M.A.M. Job M-A'91 X3128 Building1938a /' r. OF N FIELD NOTES: i LEGEND : Shee�t`Titie: 1 REMOVE ALL PARTITIONS & FREEZER WALLS TO SLAB LEVEL. / ;I/ r' � ____________________ EXISTING WALLS TO BE �2 REMOVE ALL FLOOR FINISHES INCLUDING EXISTING SLAB. Demo Plan -------------------- DEMOLISHED �3 REMOVE ALL EXISTING DOORS, JAMBS, HARDWARE. EXISTING WALLS TO REMAIN -<4 REMOVE EXISTING C.M.U. WALLS COMPLETELY DOWN TO FOUNDATION. Demo Floor PIan ® # FIELD NOTE 5 EXISTING SLAB & SLAB INSULATION TO BE REMOVED COMPLETELY. 6 EXISTING WOOD STAIRS TO BE REMOVED. >' \' Sheet Number � � AREA TO BE REMOVED � REMOVE ALL CEILING TILE, LIGHTING, AND REGISTERS. -�8 REMOVE EXISTING RAMP plan north SAW CUT EX. SLAB ±107'-4" a ±68'-0" ±39'-4" 17R (11" ) I : u w 42"tall railing to code 42"tall metal railing existing each side D Michael CD ��� area of mezzanline= 864 s.f Existing open to below i " M a c r n a e+; Mech. °° s�9 -22" 6A37rchitoct ng overhead door 21 Main Street Stony Brook NY 117901 1790 _ 1 phone. 631686-6585 CD �' `� fax. 631 686-6786 Existing Existing Existing Existing �, T " C '� C B email. MMacrina@optonline.net CD Freezer Freezer Loading Area Lobster Stora e /B' A web. MMArchitectAIA.com g A5.2 These plans are an instrument of service and are Mezzanine Floor Plan the exclusive property of the architect. ii Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: ±22'-5" ±21'-6" ±21'-7" ±38-0 Michael Macrino Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. existing CMU wall lo remain O OO existing columns/ � existing CMU wall to remain T ++ - - - - - - - - - - - - `� 4 BELFOR (0) 0 - - - �- - _ - - - - - `_ - Existing = existogemeal'nanks PROPERTY RESTORATION T Freezer b 60 Raynor Ave. A " " Ronkonkoma, NY 11779 ±22'-6" ±13'-4" +l ±2T-82 16- 6 6" 5� 9" one ( fax 631) 471-2905 Existing N Freezer Proposed F—exact rack layout to -T Dates existing Dry Storage be finalizd w/owner °D " 8/2/19 Existing Conditions ice storage 4 ft x 4 ft 8/28/19 Preliminary Desi n freezer walls ry g compressor ri Top of Slab dk Top f Slab -! 9/18/19 Preliminary Design �Datum: el. 0'-0" Datu : el. 0'-0" proposed poured o concrete pad -H 5 �" 911/22/19 11/22/19 Issued to Building Department 1-15/Ib" Rabbet " _ a a II-15/16 Rabbet in 4 ft x 4 ft o for 1 3/4" Door 0 for 1 3/4"Door 12/19/19 Building Department Comments 0 o I compressor N g P 1110120 Draft Co o -0 `n Jamb Anchor Clip Jamb Anchor Clip Copy - `n (3) per Jamb (3) per Jamb - - - - - - - - - - - - - - - - - - - - - - 4/7/20 Issued for Construction > 4 ft x 4 ft I Hollow Metal Welded Jamb "� Hollow Metal Welded Jamb o Existing 6/4/20 Utility Room Revision compressor Y o freezer wall Loading Area 2 Y2" `. (2) Metal Stud a Jamb " � � \ X (�) Metal Stud ® Jamb ±4T-35" 6" 57'-31" Y2 y �Y2 s o �. TT 4ftx4ft compressor „� : Exterior siding over o l i O I q Heat Channel o l � - _ i '� N N A5.1 Top 9 Proposed 4 " m To of Existing Slab A exact d or location I o I t Datum: el. 0'-0" A5.1 be finalized w/owner N , � 8 Y" > B " Freezer Area E " J a rn b Detail m No. Date Description Ja b Detail c o exact rack layout to (2,760 s.f.) .X be finalized w!owner /� p — I I � _ — 1 —1 /2" 1 '—O" 1 —1 /2" 'I '—O" Project --- / freezer walls i _ U - Exist' Exist' - - - - - - - 2 Repair ofc - _ SV _ii oe �ge Stora 1 � - o ill Fire Damage 11� overhead door I Top of Slab I N '-------------- I I i,i line of mezzanine above Datum: el 1•-0" I N caulk For A26 Hollow Metal Welded Jamb N .w III 0 C14 2ID :3 O " °o Braun o I �'roposed I I ® I "' (2) Metal Stud® Jamb M I I I I Proposed .X I Bath ; Proposed 1 , ilit Rm. Seafood Existing Locker Room O ng b Exterior sldl over Office I it a O B B I Hat Channel _ - _ _ _ _ Jamb Detail Company O C Exlst'J O G G �h o Bath :� ++ _ _ _ 30840 Main Road - - - - - - - - - - - - - - - pro rty ine Cutchogue, NY 11935 9 e el ±68'-62" Jurisdiction 7'-3" 19'-82" 19'-s" 1s'-9" 10t 6'_0 Town of Southold — - - - - - - - - - - - - - - — — 3�- t =- - - Suffolk County 2 - - A2.2 - Buildinq � C B A5.2 A � \ _--- __— Drawn By : ��EIA A PC, C.8 _ h� A: �? CD ao -- — J.L. ��, �ry� aY,q� ► -- Checked By : a: Wall Details Located on sheet A2.2 0 _- _--_--_ M.A.M. ----- --- _--— Job No. 4�.F 631186 0 11 44 1 6 16 TY 'E A 1938 ®N Ne FLOOR PLAN LEGEND DOOR SCHEDULE Sheet Title � � . Floor Plan Floor Plan DOOR FIRE Door Schedule Exist'g Wall SIZE RATING NOTES MARK LOCATION TYPE JAMB MATERIAL LABEL plan north New Framed Wall WIDTH HOT THK A FREEZER AREA A 3'-0" 7'-O" 1-3/4" B INSULATED METAL NA PANIC, HARDWARE ON EXTERIOR DOOR New Freezer Wall B FREEZER AREA A 3'-0" 7'-0" 1-3/4" j A INSULATED METAL NA 6' thick insulated mesaline interior wall panel by'Greenspan'or approved equal C, UTILITY ROOM A 3'-0" 7'-0" 1-3/4" A METAL NA Sheet Number Indicates Wall Type D BATH A 3'-0" 7'-0" 1-3/4" A METAL NA (see sht.A2.2 for details) E STORAGE A 3'-0" 7'-0" 1-3/4" B INSULATED METAL NA PANIC, HARDWARE ON EXTERIOR DOOR Area of reconstruction F STORAGE B 6'-0" 8'-0" 1-3/4" C INSULATED METAL NA OVERHEAD DOOR O FREEZER AREA V-O" T.B.D. INSULATED METAL NA SLIDING DOOR A2ml 25 ga. steel track top 4 bottom x_ :! Underside of roof deck 25 ga. steel track ' top 4 bottom Gyp. Board �i y„ Underside of Mezzanine deck (I) Layer of 5/8" Gyp. Bd., ��i , �` 15 -18 5, Tape 4 (3) Goats Spackle 54" MIN. 6'-5$ all Joints. FPnPsh'd Glg. Flnlsh'd Glg. i 4 " MIN. 12" D G . Board5'-8' 6" 1 � = h � E � 36" MIN. g � `�> y p(hold) stud Loadin Area r �' I � (I) La er of 5/8" 1=a. Side, Ta e 6 SOLID WOOD �3578 stud r; ' 4 (3) Goats Spackle all Joints. C r 1 n a BLOCKING i��'� . Board ', (1) Lager of 5/8 Moisture Resistant Bd. 0 16"-18" 7 0 .�' i" y Gyp �. Insulation Insulation 1 °O 5 A.N.S.1.117.1 -2009 3"� �` �� Tape 4 (5) Goats Spackle all Joints. ; 5-1/2 Batt section 305.3 3-I/2 Batt Arch iteh ct 11-1-11-77� T ll 4 30"x48"clear floor Bathrm. Locker Rm. Metal Studs _i space for lavatories Metal Studs ,, 21 Main Street Ston Brook NY 11790 �', 3-50' 20 go. a 16" o c `j i r i i6" 25 ga. ® I6" o.c. Y 5 2 9 24" min. { IVF Sealant,Top 4 Bottom ' _ �' " _ - 3 Acoustical Sealant, To 4 Bottom � o o E a ❑ - \� p phone. 631 686-6585 ❑ °O Top of Slab Top of Slab fax. 631 686-6786 i 1 3 � z l �i � '�� _J<<j s l �h `i' M Lo email. MMacrina@optonline.net N 00 Z C7� � i � � x web. MMArchitectAlA.com " 4Y8" - I �7y4"� These plans are an instrument of service and are the exclusive property of the architect. Infringements of new steel presented on theseedraw ngs shall bes and pgn ideas rosecuted O column A Non-Rated Partition Non-Rated Partition to the fullest extent of the law. Copyright 2019:' existing steel Michael Macrina Architect, pc. All rights reserved, COIUmn / 1 _, /2•• _ ■—O•• B 1 ■-O■■ no part of the plans may be reproduced without the expressed written consent of the architect. Bathroom Interior Elevations q A1 Same as 'A'with 6" metal studs CO � \ ��co��p��ON�1 10„ F se�b Gorru oted Metal SidingB E L FO RtO) � TOILET � GRAB BARS � � " / " " " _ ( ) to match existing AMERICAN STANDARD" ENLONGATED CADET 1 1 2 DIA. STAINLESS STEEL BOBRICK 6806 SIZE PER DRAWING g PROPERTY RESTORATION MODEL NO. 2168.128 ( 18 HIGH WATER SAVER) OR APPROVED EQUAL - ALL GRAB BARS ARE TO BE MOUNTED 33"-36" A.F.F. Proposed WITH CLOSE - COUPLED TANK WITH (PROVIDE WOOD BLOCKING IN WALL AS REQUIRED)- REAR GRAB BAR TO BE OLSONITE 95 OPEN FRONT SEAT NO COVER 7/8 20 a. hat channel, # ( ) 36" LONG,SIDE GRAB BAR TO BE 42" LONG- GRAB BARS,FASTENERS, AND Q }� �� set horizontal at I6"oc 60 Raynor Ave. COLOR = WHITE MOUNTING SUPPORTS SHALL WITHSTAND A MIN. OF 250 LB. FORCE IN BENDING, Bath Ronkonkoma, NY 11779 SHEAR AND TENSION o ® T vek Buildingkora z LAVATORY - O "KOHLER" #K-2805-B OR "TOTO" #LT307 s HANDICAPPED TILT MIRROR °° A.N.S.1.117.1 -2009 �1 ' phone (631) 471-2300 5/8" DensGlass Fire uard I � fax (631) 471-2905 "BOBRICK #B-293 OR APPROVED EQUAL F section 604.3 SCALD PROTECTION MOUNTED 40" A.F.F. MAX. TO EDGE OR REFLECTIVE SURFACE `DI J7 60"x56"clearance O 1 Sheathing at toilet o 6" Metal Studs WATER SUPPLY & DRAIN LINES UNDER LAVATORY 0 LIQUID SOAP DISPENSER Dates SHALL BE INSULATED W/ NEW " (see structural plans) GO-JO INDUSTRIES" #1919-04 OR APPROVED "TRU BRO" 102W + 105W ADA INSULATION EQUAL - MOUNTED AT TOP OF LAVORATORY BACKSPLASH IG 8/2/19 Existing Conditions KIT AND TRAP Insulation 4 FAUCET 0 ELECTRIC HAND DRYER �! /I ' (R-1q) 5-1/2" Batt 8/28/19 Preliminary Design "EXCEL DRYER" #XL-BW-ECO XLERATOR 9/18/19 Preliminary Design "KOHLER" #15635 OR APPROVED EQUAL MOUNTED 44" A.F.F. TO CENTERLINE - PROVIDE ELEC. JUNCTION BOX AS REQ'D. _� . Board COMPLETE WITH THERMOSTATIC MIXING VALVE (1) Layer of 5/8" Type 'x' gyp. bd., 11/22/19 Issued to Building Department ( ) 9 TOILET PAPER DISPENSER Bathroom Floor Plan ( 12/19/19 Building Department Comments CHROME PLATED I� � I � i Tape 4 (3) Goats Spackle Oil Joints. "BOBRICK" #B-697 OR APPROVED EQUAL 9 P MOUNTED AT 19" A.F.F. MIN.( TO CENTER INE ) 1 /2■■ — 1 ■-O■■ Finish 1/10/20 Draft Copy •� Grade 4/7/20 Issued for Construction Accessible Bathroom Specifications 6/4/20 Utility Room Revision 1 /2" = 1 '—O'• 1 Hr. Rated ULA - U419 C Exterior Wall freezer walls Freezer 6" 6" 9 B A A5.2 10" 6" steel column E No. Date Description freezer walls steel column (see structural dwgs.) Corrugated Metal 5idin (see structural dwgs.) freezer walls i to match existing Project O7/8" 20 'a. hat channel, Repair of I LO x i - - - - - - - - - set horizontal at Ib"oc L0 Fire0 DamageU ,PI 25 -O' zoning setban ykBuildin' YVrar 17R (11"T) i N I 5/8 DensGlass i i i I Sheathing � 9 For lin of 6" Metal Studs 1 42"tall new steel & railing to code concrete stair mezzanine—� - (see structural plans) each side above N 14'-8" Insulation Braun (Existing (R-19) 5-1/2" Batt n n . Board LoadingArea Stair Note: i 3T-216 Seafood i i 2 J ; (1) Layer of 5/8 Type X gyp'. bd., stair tread depth = 11 I (extent oif mezzanine) I�__-1 Tape 4 (3) Goats Spackle all .Joints. stair riser height =6-3/4" _ Finish Company Grade existing to remain extent of work area v � � -F � � � I H � � `� `° Non-Rated 30840 Main Road o, water O Cutchogue, NY 11935 I Goole o lockers - Proposed ' 1 B Proposed e p N Exterior Wall D Jurisdiction Locker Room `� o Utility Rm. 1 -1 /2" _ '-o" A bench Town of Southold existing steel I 3 a I I o 0 column �•■� Suffolk County C 5" 10" I � i � Op i I 6" 24'-8�" n 6" " 6" 12" for E.1 1 i 22'-8" 2 11'-6 ( ) A22 lockers Corrugated (Metal 5idin to match existing Drawn By : �'a A � _ _ 1 7/8 20 o. hat channel, J.L. 1- o set horizontal at I6"oc Q+ �' -41- 91, e`+ 6„ 9„ 6„ Checked By : or •d' Proposed 6'-0"wide x 8'-0"tall 1 T vek Buildlin Wra 6-9 ,� � Bath I overhead door G G G (11 for E.1) 1 M.A.M. I,. Freezer wall �f+ _ 50, DensGlass Job No. �9�, ��1zab 0 - - ��c' -H - - - - - - - - - - - - - - - - - - - - - - - - - - Sheathing 1938 +�5 ;u - - - - - - - - Property Line „ O 9 10 b" Metal Studs (see structural plans) Sheet Title of overhead door Insulation Floor Plan '; i (R-2U 3" closed cell spray foam D t8'-2„ t60'-42„ Details I i c.s c B A FLOOR PLAN LEGEND Finish B Grade 01 QD A5.2 Exist'g Wall Non-Rated Door Schedule Located on sheet A2. 1 New Framed Walls Exterior Wall Sheet Number Locker, Utility, & Storage Floor Plan New Freezer Walls E ■■ _ •- ■■ 1 /4•• = 1 ■_O■■ Indicates Wall Type �---- E1 Same as'E'with 11" air space A2m2 I � I I IOO 17Ej ' I 4 equal �' °' equal 0 Michael M .-a C,- r i nwa �o Architect J �_F_ T 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 s=s_ae ---- - - --- --- - --- --- ---- I Locker Room Ceiling Plan fax. 631 686-6786 ----------------- j ' I -,/4•• _ -1 -o I email. MMacrina@optonline.net t 1 web. MMArchitectAIA.com 1 I I I 1 I � � These plans are an instrument of service and are the exclusive property of the architect. ''"1""°'2 "SM Infringements of the concepts and design ideas 6w.vAN=67m cast ww 6 R1L TM presented on these drawings shall be prosecuted ' I to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, Ino part of the plans may be reproduced without - -- - - -- --- - _... -- ------- -- -- - - --- -- . . - L - the expressed written consent of the architect --- ------ -- - ----------- �, —-- it ., '• � ,, i � I I ' i I I ex r I I I l i i i 1 �______________- ' o d O -'NMTIGAL LAY-N I i I I existing roof structure B E L FO R 0 I ; to remain i B Lay-In Panel Hung Ceiling Detail ' PROPERTY RESTORATION Not to scale e 60 Raynor Ave. a Ronkonkoma, NY 11779 1111 LEGEND: phone (631) 471-2300 I fax (631) 471-2905 I I _ I I F O - --------- -- ---------------------------------------------------------------- ------------------ J`____ ____ ---- --- I continuous j Indicates New 2'x4' I I 1 - --- -- - outside of ---- ---J-- - --_ I parapet curb outside of parapet N LED Light Fixture ----1---- Y --- m parapet 10„ Dates III 1 � I I 1, O„ --- - -- - - -- - - - - Indicates New 2'x2' - o - - De g 10" 2' 1' 10 8 2 19 Existing Conditions 4 equ I equal 8/28/19 PreliminaryDesign LED Light Fixture Bathroom Ceiling Plan 2 9/18/19 Preliminary Design I I I I top of curb fram'g 1 11/22/19 Issued to Building Department I el. 33'-6" Indicates New Exhaust Fan g p A5.1 above 0'-0" (datum) (100 cfm min.) 12/19/19 Building Department Comments align roof structure I I I with existing 1/10/20 Draft Copy I I I I I 1 ----------------- ------------- i i M proposed osed roof structure proposed rloof structure 4/7/20 Issued for Construction p p ,i ! Indicates New 2'x2' 6/4/20 Utility Room Revision 1 00I j (see structural drawings) (see structulral drawings) oio Suspended Ceiling Grid I 6„ 6" aluminum `V I 1 40'-7" I gutter I I1 11 1 1 1 1 ------------------_------------------- -------------- ------------------------T------ continuous l I I parapet curb ------------------------- -- --------- ------------------------------ ---- ----- ------ ----------- - outside of 1 2 Indicates New 2'x4' parapet 1, ' 19'-82' I ; I A5.1 `1 N Suspended Ceiling Grid I L _ _ _ _ No. Date Description - - - — 3 Indicates Switch I Project CI top of curb fram'g � el. 33'-T j ! Repair 01 ------------- - --- - ---- .__ ._..---- -------- ----------------- above 0'-0" (datum) I i I , FireDamage roof low oint1/i8"per foot p pitch min. el. 32' 7" A ;I N A i 1 I existing roof structure �n I �* A5.1 to remain N I A5.1 N ,SII I For I ' III top of curb fram'g el. 33'" (datum) 1 ; ---,------T------------- --------- --------------- � above 0-0" (datum) A5.1 ' Braun I ; , ---- �---------�---J----------1-------------- I ; ; �� roof high point I , I t i -- CD i I el. 33'-2-1/21, II _ _ ..- --. _. (D2 — J; ' - _ _ _ _ _ _ _ ---- 2 Seafood I ROOFING SYSTEM I 25'-0" zoning setbbck j `D - J - - continuc}us outside of parapet NEW 3 PLY MODIFIED BITUMEN BUILT-UP Company----------------- --------- ---- parapet p parapet ddurb 1 I outside of ' �'�� ara et 60'-92" I ROOFING SYSTEM OVER PROTECTION BOARD OVER 3" THICK RIGID INSULATION 30840 Main Road outside of parapet BOARD (R-15) DOVV' deckmate plus FA align roof structure a, �, with existing 0 .3 �' 0 INSULATION OVER VAPOR BARRIER Cutchogue, NY 11935 OVER 1-1/2" THICK GALVANIZED METAL it 3 N I o 0 `" ROOF DECKING OVER METAL JOISTS. ____ _-_s o Jurisdiction - - L 12 Yr. MFG. WARRANTY. ±1/4"per foot: u�i - Shall be installed in strict accordance Town of Southold pitch n �' ° (D w/approved mfg. details&specifications.cn Suffolk County - Roof surfaces shall be dry& clean, free of all loose materials & dust, before the - - -- - _ - _ ------------ A ___ _ -_ = _ __ - - - kation of built-up roofing. -- - - --- -- - ----------------- -- --- - -11-- appy b 'It up 1 I j j I f Drawn B - Built-up roofing system shall be : v ��RE43 Ar�, I I I 11 6 I gutter ,F. "aluminum gu er firestone Modified Bitumen S stem J.L. 40 A. AIR '�t� - - -- -' - _ --_- ____ _-- __-_- --- _ 1 (SBS Torch) specification C-PM40-M w/ - -- --- -- � I �, �I I I A5.2 Checked BY : a fully mopped Firestone MB base M �s 10" 1„ sheet over rigid insulation. --- --------------------------- --- - ----------------- -----------, , ; ,; � Color - White M. A. M. stud framingv' 1, 10" - Roof to be pitched a min. of 1/8" per foot Job No. 31266 7'-3" 19'-8 19-8 19-9 Roof Insulation shall be rigid, resistant to 1938 4� N crushing, fire, insects, water, dry rot & Sheet Title I I ; thickness to match existing. Roof Insulation type must be acceptable Roof Plan i I B to the built-up roofing mfg. II II A5.2 Roof Plan Legend - Ceiling Plans 1 II II II - Indicates Elevation 44 I ; 147- Indicates direction of roof slope Roof Plan D C.8 C B A Sheet Number Existng Roof Structure to remain Pitch Roof Insulation for Drainage. A2m3 plan north 4 3 B 2 Proposed 1 Corrugated Metal Siding A5.1 to match existing KA i C E c-a C r i be ct 21 Main Street Stony Brook NY 11790 !I I I j I I II I II � Illlli II 11 II I I II I phone. 631 686-6585 fax. 631686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com I I I I I I I � ; I I I I i I TheseIons are n i p a instrument of service and are I I i I I I I I the exclusive property of the architect. InfI I I !' econcepts design presented on these drawings shall be prosecuted COntIrU0US meta to the fullest extent of the law. Copyright 2019• I I I Michael Macrina Architect c. II flashing A rights reserved 9 I A5.2 P 9 4 ------- --- par of h plans may be reproduced without ----------------- - ---------------- the expressed written consent of the architect no t the ns m --- ----- ---- - -- ex r A5.2 -- - -------- ----- ------- j ------ --------- ---------------- ---------------------- - --- ---� - --------------- - ------------------- I ------ --------+---- ----- ------ --- --------------- ----- ------ -------- ----- _ ----------------------- - --------, j FOR V EL CC) — _ P O RTY RESTORATION BRpuN SEA FOOL) CO — 60 Raynor Ave. Ronkonkoma, NY 11779 `°'°"SUE,NMYORK phone (631) 471-2300 fax (631) 471-2905 ❑ Dates : existing siding to remain 8/2/19 Existing Conditions 8/28/19 Preliminary Design 9/18/19 Preliminary Design FE] � 11/22/19 Issued to Building Department 12/19/19 Building Department Comments 0 0 1/10/20 Draft Copy 4/7/20 Issued for Construction 6/4/20 Utility Room Revision North Elevation -1/4" = 1 '-0- 8 C B A A No. Date Description Proposed A5.1 Project 3 Corrugated Metal Siding - to match existing Repair o f A top of parapet Fire Damage For Braun Seafood D Company- 30840 Main Road A5.2 Cutchogue, NY 11935 I Ilk top of roof low point Jurisdiction Town of Southold M Suffolk County section thru building Drawn By: ` A%SgEE) ApC, J.L. A, I-, Ay A. 'S f ?fr �� C• fi Checked By: overhead door to I I be selected M.A.M. a, Job No. light fixtture to be'sel6ct6d' 1938 N I Sheet Title section thru building E! Vat1o11S top of foundation - North - - raised above slab top of slab - el. 0'-0West " West .7 I I remove&replace founexisting finished grade 11 dation remove&replace foundation � i I o•� --- � L J ----1�-- ---------� �--------------------------------------------� r------------------------ �•----� � B Sheet Number : L----L-------------------------------'---------------I------1----------------------------------- ------- -------1---------------------------------------------1----J TAm - West Elevation remove&replace footing B A5.2 2 3 4 ; ' 6"aluminum gutter A5.1 top of parapet M i h I -- C r l Architect aluminum leader aluminum leader 21 Main Street Ston coordinate location in field I coordinate location in field Y Brook NY 11790 phone. 631 686-6585 Proposed fax. 631 686-6786 Corrugated Metal Siding email. MMacrina@optonline.net to match existing web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted 25'-0" SETBACK to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. I C BELFOR n, � L -- O .— I , PROPERTY RESTORATION ' I ( 60 Raynor Ave. � I CL I Ronkonkoma, NY 11779 CL I phone (631) 471-2300 fax (631) 471-2905 I I I I Dates light fixture to light fixture to 9 � be selecfed � be selected 8/2/19 Existing Conditions II 8/28/19 Preliminary Design 9/18/19 Preliminary Design existing concrete wall to remain \ I I \ I 11/22/19 Issued to Building Department —� 12/19/19 Building Department Comments 0 to f o i d ti n o a s d a6oLe sl 1/10/20 Draft Copy / T I I I top of slab 4/7/20 Issued for Construction/ 114Hel. 0'-0" 6/4/20 Utility Room Revision I I i I I li i E----remove&replace foundation--� -- ----i-- � � � i E existing foundation to remain � I I II 1 M rJ-- tI ----�--� r -� I ---- -------------------------------- r— r------------- — , n-------------------------------------------------------------------------------- ll L----L---------------------------------------------------L---------J----------------------------------------------- ----I------------------------ South Elevation remove&replace existing footing footing remove&replace foundation existing foundation to remain to remain 1/4•• = 1 •—O" No. Date Description Project : AA B C C.8 Repair of A5.1 Proposed Corrugated Metal Siding Fire Damage to match existing 3 A5.1 top of parapet _ _ or Braun I, I Seafood Company D 30840 Main Road I I I Cutchogue, NY 11935 Jurisdiction Metal rooling to match existing I Town of Southold Suffolk County 3 10 A5.2 j g Drawn By : REo'!"Ari Mi Ird'J.L. ,�,����, A• �9,Q1a Checked By: M.A.M. �zM �r Job No. �9,. f'��12g6 ,t0 F OF NT110 1938 �/f Sheet Title Elevations - South Existing to remain Existing to remain East Sheet Number East Elevation A4n2 Typical Roofing System (see roof plan for specifications) 10" 19'-$" 19'-8 " 19'-9" loll A5.1 I I 1/8"per ft. pitch I level curb beyond A5.1 top of parapet i c:,,- E� I top of steel el. el. 32'-7 1/2" steelKA -a C r i n .-a el. 32'-0' Architect Corrugated Metal Siding 21 Main Street Ston Brook NY 11790 to match existing over y over 7/8"hat channel over Freezer ceiling Tyvek building wrap over phone. 631 686-6585 DProposed roof structure 2"closed cell (see manufacturers specs) 5/8"DensGlass sheathing E (see structural plans) spray foam insulationover 6"metal studs fax. 631 686-6786 under roof deck I 3"closed cell I w/top and bottom metal track email. MMacrina@optonline.net 3"closed cell over freezer spray foam insulation web. MMArchitectAIA.com typical for all exterior spray foam insulation walls adjacent to freezer These plans are an instrument of service and are typical for all exterior E the exclusive property of the architect. walls adjacent to freezer Infringements of the concepts and design ideas 4 presented on these drawings shall be prosecuted A5 2 to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, Align new roof w/ex sting I I I no part of the plans may be reproduced without (see structural drawings \ the expressed written consent of the architect. i I r BELFOR x A Q) I I '� CC) Existing steelN N o o ro PROPERTY RESTORATION frame structure New Metal Joists M (see structural drawings) o Proposed c ~' 60 Raynor Ave. Freezer Area N Ronkonkoma, NY 11779 � - Freezer walls N Freezer walls phone (631)471-2300 (see manufacturers specs) I I (see manufacturers specs) fax (631) 471-2905 Dates : 8/2/19 Existing Conditions 8/28/19 Preliminary Design 9/18/19 Preliminary Design 11/22/19 Issued to Building Department 12/19/19 Building Department Comments I I I I 1/10/20 Draft Copy 4/7/20 Issued for Construction ExistingSlab to remain Top of Slab- Poured Concrete Slab Top of Slab maintain a min. of 6" Alig new slabexposed foundation wall 6/4/20 Utility Room Revision w/existing Datum: el. 0'-0 (see structural plans) Datum: el. 0'-0" P i top of slab OL I- 7t7=- O,- O„ el.- -- - remove&replace see structural drawings 411 rigid insulationDff R foundation&footing for slab sawcut detail and insulated slab transition e Cit i o rl No. Date Description Project Repair of Fire Damage For C.8 2 Braun10" C A metal coin eafood metal coping 10 p g L� Built-Up Roofing over protection curb beyond " board over 3"rigid insulation Companv Built-Up Roofing over protection 10" 12 (see roof plan for specifications) wood blocking metal decking board over 3"rigid insulation curb beyond wood blocking top of parapet (see structural plans) (see roof plan for specifications) I curb beyond el. 33'-6" top of parapet 30840 Main Road 431111 1 2 10 el. 33'-6" 2 10 %a"Pressure Treated Cutchogue, NY 11935 -pi# lyweod-Alma (2)2"x6"wood blocking Built-Up Roofing over protection cant strip - -- — metal decking P g p i ' p Jurisdiction (see structural plans) board ower 3"rigid insulation .. (see roof plan for specifications) lap sealant Counter Flashing ;? Built-Up Roof Flash'g Corrugated Metal Siding 1/8"per ft.pitch g g &Counter Flashing Town of Southold i Aluminum Edge Flashing to match existing i run up wall 8"min. SUffOII( County top of steel top of blocking I n , el. 32'-7 1/2"-@ '�; - - ! el. 32'-7" 2�� 2"closed cell M OL top of stud framing/metal decking 2 j o o spray foam insulation Corrugated Metal Siding y s I el. 32'-4" top of steel f Drawn By: ¢e� ���'r elevation slopes OA. 0 o under roof deck p J.L. 11� ' to match existing i + o over freezer '; ; n , top of steel �''� tp' Stud Clip ', s el. 32'-0" (see structuip ral dwgs) o o Checked By: ci H (see structural dwgs) o _ metal deckin ,f + 2"closed cell g * "� Aluminum Gutter M.A.M. Steel Beam spray foam insulation o o ° ° (see structural plans) 2"closed ccell o o p y 7/8"20 a. hat channel, 7/8' 20 ga. hat channel, (see structural dwgs) under roof deck `i g + spray foam insulation set horizontal at 16"oc over freezer ° + overfreezler ' set horizontal at 16"oc ° under roof deck Job No. ° Stud Clip + 0 1938 ' l Tyvek Building Wrap + j (see structural dwgs) Tyvek Building Wrap Steel Beam ✓ ° 5/8"DensGlass o o Sheet Title ,✓l 5/8 DensGlass (see structural dwgs) .. Sheathing Steel Beam ° I Corrugated Metal Siding Sheathing ' (see structural dwgs) to match existing .-° 6"Metal Studs l (see structural dwgs) I (s est� Studsetal structural dwgs) I Section 7/8 20 ga. hat channel, 3"closed cell set horizontal at 111 3"closed cell I Details spray foam insulation -; spray foam insulation Tyvek Building Wrap 5/8 DensGlass 1-' Sheathing 6"Metal Studs Detail Detait I (see structural dwgs) Detail t"A 1 -1/2" = 1 '-O'• 1 -1/2" = 1 '-O" I 3"closed cell 1-1/2" = 1 '-O" Sheet Number spray foam insulation T 10" 24'-2" 28'-1" ;e 3 w Typical Roofing System A5.1 <�. (see roof plan for specifications) I__ top of parapet I � i I " hzae%. I - top of steel el. 33-6 Y Ar ls�.0 ..tiWJ.XAA�A%wIXA I — — Exterior Wall Assembly Arch ite C Corrugated Metal Siding to match existing over over 7/8" hat channel over 21 Main Street Stony Brook NY 11790 Tyvek building wrap over Freezer ceiling 5/8"DensGlass sheathing 2"closed cell (see manufacturers specs) phone. 631 686-6585 over 6"metal studs 3"closed cell spray foam insulation w/top and bottom metal track spray foam insulation under roof deck 3"closed cell fax. 631 686-6786 E typical for all exterior over freezer spray foam insulation email. MMacrina@optonline.net walls adjacent to freezer typical for all exterior web. MMArchitectAIA.com 10 Run roofing up wall walls adjacent to freezer Typical Roofing System These plans are an instrument of service and are YP 9 Y a minimum of 8" the exclusive property of the architect. (see roof plan for specifications) Freezer walls Infringements of the concepts and design ideas 1 ( 2 (see manufacturers specs) presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: A5.2 Proposed roof structure A5 2 N Michael Macrina Architect, pc. All rights reserved, (see structural plans) I cD no part of the plans may be reproduced without 1/4"per ft. pitch M the expressed written consent of the architect. top of steel top of steel I el. 19'-1" el. 18'-8" Maintain a m n of 8"C.M.U. above existing roof B E L FO Rco t PROPERTY RESTORATION Freezer walls •c R-19 Fiberglass (see manufacturers specs) Cn �, 60 Raynor Ave. batt insulation Proposed Ronkonkoma, NY 11779 Mezzanine Proposed 3 A5.2 phone (631) 471-2300 Freezer Area fax 631 471-2905 / concrete slab over metal deck existing metal ro f ( ) (see structural dwgs.) to remain top of slab i >z el. 9'-6" Dates o� top of to I" J g 8/2/19 Existing Conditions el. 9'-0 -112" • J � —existing c.m.u.w II 9 I to remain 8/28/19 Preliminary Design bar joists 9/18/19 Preliminary Design (see structural dwgs.) 11/22/191 Issued to Building Department ProposedI 12/19/19 Building Department Comments Utility Rm. 1/10/20 Draft Copy Proposed Proposed Poured Concrete SlabTOP of Slab Poured Concrete Slab Assembly Top of Slab 4/7/20 Issued for Construction maintain a min. of 6" (see structural plans) (see structural plans) Datum: el. 0'-0" exposed undation wall - 6/4/20 Utility Room Revision • remove&replace / p 4"thick'Dow'Tuff-R existing foundation • foundation&footing see structural drawings rigid insulation to remain for insulated slab transition Se ct i o n No. Date Description 1/4" = 1 '-O.. Project Repair of Fire Damage 2 4 C.8 For 10" 5" 6" 6" 1 5" 12" 10" 5" 6° Braun 1 I I 5/8"DensGlass I 3"closed cell 5/8" DensGlass 1/'^ Seafood Sheathing I spray foam insulation Sheathing Built-Up Roofing over protection bd. ;;` ;{ 1 10" (see roof plan) 6"Metal Studs 1 I "Metal Studs 6"Metal Studs (see structural dwgs) I I '. (see structural dwgs) (see structural dwgs) Company 3 thick Rigid Insulation ;; 9V, Counter Flashing (R-15) 3"closed cell ' 3"closed spray foam insulation i I 1' 5/8" DensGlass Sheathing spray foam insulation !'> 30840 Main Road 1-1/2 Galv. Metal Corrugated Metal Siding 2 2"x6"wood blocking I g g I Cutcho ue NY 11935 ( ) 9 I Roof Decking Corrugated Metal Siding g lap sealant cant strip 3 EPDM flashing membrane Corrugated Metal Siding 1 Aluminum Edge Flashing (8 min. up wall) 1/8 per ft. pitch Built-Up Roof Flash' r P g T Jurisdiction top of blocking &Counter Flashing I sill seal insulation _ _ run up wall 8" min. under track Metal flashing with hemmed edge continuous metal flashing 1 el. 19-3" — — Southold M Propsed run up wall 8" min. ;;j Proposed T.O.stud fram'g/metal deck'g - - I maintain a min of 8 C.M.U. Town Of freezer walls fill top two courses I freezer walls Suffolk Count el. 19'-0' TFEEaJ2----�A � I solid with grout for above existing roofContinuous Butyl Sealant y 2 *: new 1/2"dia i to of steel anchor bolts at Corrugated Metal Roofing 48"oc for stud to match and el. 18'-8" •, i top of steel align with existing 1 top of steed Drawn By: f AP, attachment I Aluminum Gutter !°-. metal decking el. 19'1" el. 19'-1" J.L. �v ° ° (see structural p s) 0 11 :' `..:':� Checked By: + v� •�' -i ( existingroof to remain ------------------------------------------------------------— Steel Beam ,, , • Stud Clip - o 0 0 (see struc ural dwgs) '' M.A.M. (see structural dwgs) a:a.y l + ° ° _ Job No. l ��9 .d"��3126b r , :;. - Corrugated Metal Siding 0 0 ° ° to match existing j:;;. Steel Beam 1938 ��FF �� tie`s ------------ ------------------ (see structural dwgs) bar joists - -- - ---------------- (see structural pia s) Proposed ° Steel Beam ( 7/8"20 ga. hat channel, freezer walls 0 9 ) see structural dwgs) Sheet Title set horizontal at 16"oc bar joists 'C'Joists to align with41 ' ' r I 1 (see structural plans) I ° existing purlin rafters Tyvek Building Wrap (see structural dwgs) Section 5/8"DensGlass _,•� _ Details Sheathing I I I: 6"Metal Studs Y (see structural dlwgs) 111 I existing .m.u.wall R-19 Fiberglass I to r main I batt insulation s I- Sheet Number : Detail Detait Detail Detait 1-1/2" = 1 '-O" +• 1 -1/2" = 1 '-O" 1-1/2" = 1 '-0 A5a2 oaLY ABBREVIATIONS GENERAL NOTES DRAWING CONTENT, BUILDING DATA : I Classification / Work Floor Area GENERAL CONDITIONS Sheet# Description First Floor ±11,416 sq. ft. 1. All work shall conform to the Building Code of New York State, 8. All work shall be performed in a first class manner with all new materials. 17. Contractor shall be responsible for adequately bracing and protecting all work Area of MAX MAXIMUM local Building & Zoning Codes, and the New York State Energy Contractor shall provide all equipment, labor and materials necessar for ARCHITECTURAL Q Reconstruction ±5,323 sq. ft. ACQ ALKALINE COPPER QUATERNARY PY during construction against damage, breakage, collapse, distortion and ACT ACOUSTICAL TILE MIN MINIMUM Conservation Construction Code. All Codes shall supercede the the proper execution and time) completion of the work. Contractor shall o drawings and shall be incorporated into the drawings, whether P P Y P misalignment according to applicable codes, standards and good practice. p MO MASONRY OPENING 9 P 9 be responsible for all materials and equipment stored at the site. u.. Mezzanine 864 sq. ft. AL ALUMINUM MRB MARBLE they are indicated on the plans or not. 18. Match all existing conditions as they relate to finishes, lighting, coursing, C-1 Abbreviations ALT ALTERNATE M.S. MARBLE SADDLE 9. All contractors and their subcontractors shall carry insurance that will protect dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, AFF ABOVE FINISHED FLOOR2. Contractor shall check and verify all dimensions, notes and conditions the Owner and Architect from claims from damages for personal injuries, MTL METAL plumbing and ductwork that may be concealed in walls or ceilings being revised, Legend ASF ABOVE SUBFLOOR at the site before any construction work is started. The Contractor including death, which may arise in connection with this project. � Existing Building Code Of New York State M C; h A.S. ALUMINUM SADDLE MFR. MANUFACTURER shall notify the Architect of any discrepancies or conflicts in the to provide a complete job in all respects. BuildingData g A.P.B. ANTHONY POWER BEAM N/A NOT APPLICABLE drawings and/or field conditions before starting the work. The discover 10. Contractor to indemnify Architect and Owner and hold harmless. M C r' n 9 9 Y Y Sect. 901 - Alterations-Level 3 B.C. BRICK COURSE(S) NIC NOT IN CONTRACT of discrepancies after beginning the work shall be the full responsibility METAL STUD FRAMING Egress & Key Plan U NOM NOMINAL of the Contractor to correct. 11. The Architect is not responsible for construction means, methods, techniques, � 901.1 Scope.- Level 3 alterations as described in Section 505 shall BD BOARD NR NOT REQUIRED sequences, procedures or for the safety precautions and programs in 1. All openings in partitions shall be double studded. Building Code Analysis ui comply with the requirements of this chapter. A rC h I te Ct BOT BOTTOM 3. Contractor shall locate & stake out all existing underground utilities prior connection with this project. ea NTS NOT TO SCALE 9 9 BLDG BUILDING :o an excavation. The utilities shown on the Ions are an a roximate 2. All partitions shall be plumb, true and straight, properly braced U OC ON CENTER(S) Y P pp 12. All contractors shall be licensed and insured as required. and rigid. CBB CEMENT BACKER BOARD OCC. OCCUPANT(S) location only. qAl .1 Demolition Floor Plan 21 Main Street Stony Brook NY 11790 CL CLOSET 4. Contractor to be responsible for arranging all necessary permits and 13. Contractor to obtain Owner's or Architect's approval for all materials, finishes, 3. Refer to floor Ian for partition types. DESIGN OH OVERHANG PP p p yp CLG CEILING p 9 g Y P and equipment rior to purchasing. All equipment and materials are to be A2.1 Construction Plan CLR CLEAR(ANCE PART. PARTITION inspections, including Certificate Of Occupancy C.O. . P i ) P.C. POURED CONCRETE P 9 p y � � installed per manufacturer's written specifications. 4. All dimensions shown on plan are from finished face of gypsum board. phone. 631 686-6585 COL COLUMN - 2015 International Building Code COL CONCRETE P.L. PROPERTY LINE 5. Written dimensions shall have precedence over scaled dimensions and larger 14. Contractor shall keepsite clean and free of debris. 5. All partitions shown 'Align' are to be smooth and flush with the Mezzanine Plan Plans have been g fax. 631 686-6786 scale details shall have precedence over smaller scale details drawin s designed in - 2015 International Existing Building Code P.T. PRESSURE TREATED P � 9 • existing construction, unless noted otherwise. g g g email. MMacrina@optonline.net CONT CONTINUOUS accordance with: PT-EGS PAINT, EGGSHELL SHEEN Drawings are not to be scaled. 15. These drawings are the property of the Architect and shall not be use! - 2017 NYS Code Supplement web. MMArchitectAlA.com CMU CONCRETE MASONRY UNIT without his consent. Drawings shall not be used for issuing of a buildin PT-FL PAINT, FLAT SHEEN g g t A2.2 Enlarged Floor Plans - 2016 NYS Energy Code Supplement CT CERAMIC TILE 6. Any deviation from the Architects drawings must be submitted to the g CS CORRIDOR SUPPLY PT-SG PAINT,SEMI-GLOSS SHEEN Architect in writing for approval. permit unless signed & sealed by Michael Macrina Architect, p.c. These plans are pe instrument of service and are PKT POCKET Wall Details Y, national Energy Code the exclusive property of the architect. - Inter Infringements of the concepts and design ideas C.J. CEILING JOIST 16. Contractor to follow all manufacturers specifications, recommendations and - 2O1,µ .w Intern ql Fire Code resented on these drawings P.S. PEDESTAL SINK 7. Contractor shall be responsible for adequately bracing and protecting all p shall be prosecuted CANT CANTILEVER installation details on all products used in this project. Notify the Architect A:N.S.I. 117.1 2009 to the fullest extent of the law. Copyright QT QUARRY TILE wak during construction against damage, breakage, collapse, distortion t reserved,CMD CARBON MONOXIDE DETECTOR and misalignment according to applicable codes, standards and good practice. of any conflict between the plans and manufacturer's specifications, A2.3 Roof Plan Michael Macrina Architect, pc. All rights reserved, RAD RADIUS g 9 pp g P recommendations and installation details prior to installation of product c, Climatic & Geo ra hic besi n Criteria : no part of the plans may be reproduced without DIA DIAMETER p P 9 p J the expressed written consent of the architect. DIM DIMENSION REQ'D REQUIRED this project. Contractor shall be responsible for correction of any work tht DR DOOR REV REVISION(S), REVISED prevents the correct installation of a specified product as shown on the A4.1 Elevations Wind Exposure Category: B DR DETAIL RM ROOM drawings. DWG DRAWING R.J. ROUGH JAMB A4.2 Elevations round Snow Load: 20 psf Wind Speed: 130 mph ultimate wind speed (128 actual) DN DOWN R.C.N.Y.S. RESIDENTIAL CODE OF EA EACH NEW YORK STATE EL ELEVATION R.R. ROOF RAFTER EUI L D I N G CODE ANALYSIS A5.1 Building Section , R/R REMOVE &REPLACE EQ EQUAL Details (0) EX EXISTING E L FO R EXH EXHAUST SAB SOUND ATTENUATION BLANKET Seismic Design Category: B EXT EXTERIOR SEC SECTION A5.2 Building Section o PROPERTY RESTORATION EF EXHAUST FAN S.F. SQUARE FEET Existing Details Weathering: Severe 60 Raynor Ave. Eye EGRESS WINDOW SIM SIMILAR Mech. FAI FRESH AIR INTAKE SPR SPRINKLER(HEAD) E Frost Line Depth: Ronkonkoma, NY 11779 FC. FIRE CODE SQ SQUARE e�aj/ 36 inches FD FLOOR DRAIN SS STAINLESS STEEL ti�a��0 Egress Legend Termite Infestation: Moderate to Heavy FIN FINISH(ED) STC SOUND TRANSMISSION CONTROL Existing tij e�� STRUCTURAL y phone (631) 471-2300 Decay Probability: Slight to Moderate fax (631) 471-2905 FLR FLOOR(ING) STD STANDARD Loading Area / FPSC FIRE PROOF SELF-CLOSING STL STEEL Existing i� Existing i� i_ _ - � EXIT SIGN FIXTURE � Wind Borne Debris Zone No i Existing Freezer Freezer Lobster Storage S-001 General Structural Notes Flood Hazard Exempt FT FOOT(FEET) SD SMOKE DETECTOR / F.J. FLOOR JOIST T.C. TOP OF CURB CAPACITY OF DOOR OR STAIR CLEAR EXIT WIDTH FTG. FOOTING TEL TELEPHONE ACTUAL OCCUPANT LOAD S-002 General Structural Notes FLOOR LIVE LO liable 1607.1 GA GAGE, GAUGE THK THICK(NESS) GALV GALVANIZED T.O.S. TOP OF SLAB -- / Dates : B� USE LIVE LOAD CONCENTRATED GFI GROUND FAULT INTERRUPT TP. TOILET PAPER / _ ----- IDENTIFIES PATH OF TRAVEL FO-100 Foundation Plan GL GLASS TPF TEXTURED PAINT FINISH / Exa'c' 8/2/19 Existing Conditions GWB GYPSUM WALL BOARD T.S.P. TEXTURED SPRAY PAINT Proposed / ® - - 180 ►`> INDICATES NEW BATTERY STORAGE 125 PSF 1000 (Pounds GYP. BD. GYPSUM BOARD TX TOILET EXHAUST Existing Existing Dry Storage/ �] POWERED BACK-UP S-100 First Floor Wall Plan 8/28/19 Preliminary Design GP' GEORGIA-PACIFIC TXF TOILET EXHAUST FAN Freezer Freezer I 36 EMERGENCY LIGHTING ALLOWABLE DEFLECTION : Table 1604.3 9/18/19 Preliminary Design D/ I 5 S-102 Lower Roof Framing Plan Structural Member Allowable Deflection 11/22/19 Issued to Building Department HC HOLLOW CORE TV TELEVISION /. HDW HARDWARE TYP TYPICAL ��/}� hoc° I AREA OF RECONSTRUCTION Roof Members having slopes greater than 3/12 12/19/19 Building Department Comments HM HOLLOW METAL TEMP TEMPERED o/o ago I HOR HORIZONTAL TECO JOIST HANGER __ __ '103 Aper Roof Framing Plan HP HIGH POINT U.O.N. UNLESS OTHERWISE NOTED ^/ �� I i Supporting plaster ceiling L/360° HR HOUR(S) VB VINYL BASE �i i0 MEZZANINE CALCULATION AREA 5-200 Structural Sections HT HEIGHT VCJ VERTICAL CONTROL JOINT % I (2,670 SQUARE FEET) Supporting non-plaster ceiling L,/240° HT HEAD VCT VINYL COMPOSITION FLOOR TILE , ��� /� '; / � ' Sp TO SMOKE DETECTOR S-201 Structural Sections Not supporting ceiling L/180° HVAC HEATING/VENTILATING/AIR CONDITIONING VIF VERIFY IN FIELD �/j�/%i'/// � / Floor Members L/360 IN INCH (ES) VWC VINYL WALL COVERING :-� tlr�g/�i� / I CO CARBON MONOXIDE INT INTERIOR ,/ I,oa 0� / %�' I s0 Proposed 5-300 Structural DetaIIS Exterior Walls& interior Partitions R WC WATER CLOSET di INV INVERT WD WOOD II Freezer Area I o /' ' ♦ - - - - - _ _ _ _ _ _ J � PORTABLE FIRE EXTINGUISHER + S-301 Structural Details with brittle finishes L/240 JT JOINT WR WATER RESISTANT /; ' i �� ,/ � ; / �, 20# B:C TYPE a with flexible finishes L/120 No. Date Description KIT KITCHEN ZR ZONING RESOLUTION ji� � � ; �j� � � Exit'B' S'-'30'2 Structural Details LAV LAVATORY LVL LAMINATED VENEER LUMBER / r '/ 160 Note : L=Span Length, H=Span Height ExistE Exist /� Project : / ' T'Y 5-303 Structural Details a Tae Wind Load shall be permitted to be taken as 0.7 times the L.C. LINEN CLOSET g g I fir' //;� ' 3s Storage Stora e /' �� I I/ j L.C.C. LEAD COATED COPPER / , / yi k I i,� i C;:mponent and Cladding loads for the purpose of the determining / , � /; i1r ;// yiyrl� _ _ _ __ _ _ - s detection limits herein. Repair Of i Distance between exits greater S-304 Structural Details / than 1/2 the distance of the ROOD NOW LOAD Tables 1604.5, 1608.3.1, 1608.3.2 & Figure 1608.2 N;' BC ��� '/- Proposed diagonal, compliant w/1007.1.1 - Structural DetaIIS g Fire D, Ain �s, p s 305 /I Existing !�' I et / Proposed Utility Rm. Ground Snow Load 20 PSF Office / ' / I I i1 Locker Room Snow Exposure Factor 1.0 Category - Existing buidling fire alarm system B, parially exposed Exlt'A' to conform to current code as per Snow Load Importance Factor l.o Category IS Sao / 2015 IBC & 2015 IFC Thermal Factor 1.1 For 36 9 E reSS & Ke Plan � r6v1'dz cvakr Ca/w- V LEGEND J y P VICINITY MAP 1/1 6" _ , •_o•• j -I�c�Iar i"n rs-l� �.s� shal I MATERIALS Building I !.d ab15 �G � G a laf Yl fans secs � be submi, Braun Seafood cdmPY l � � IP BRICK VENEER EARTH plan north QhCe �Dn�YQ�I�1'" sele com an TABLE 602 � Fire Code Section 906-Portable Fire Extinguishers CONCRETE MASONRY' UNIT INSULATION (THERMAL) Fire Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance Where required. Portable fire extinguishers shall be installed in 30840 Main Road Existing Building FIRE SEPARATION OCCUPANCY the followinglocations. STEEL 'PVC' or COMPOSITE MATERIAL DISTANCE TYPES OF CONSTRUCTION GROUP:A,B,E,F-2,I,R,S-2,U x Cutchogue, NY 11935 Chapter 3 (Use&Occupancy Classification) 1. In all Group A, B, E, F, H, I , M, R-1, R-2, R-4 andaS occupancies. .. OCCUPANCY- Storage (Group S-2) (111,092 sq.ft.) X < 5ft ALL 1 HOUR Jurisdiction : RIGID INSULATION 2. Within 30 feet(9144 mm) of commercial cooking equipment. ROUGH WOOD -Business (croup B) (±324 sq.ft.) (Accessory use) CONCRETE \ Chapter 5 (General Building Heights&Areas) Chapter 10 (Means of Egress) FINISH WOOD - 3. In areas where flammable or combustible liquids are stored, used or Town of Southold Sect. 504.4-Max. allowable building height=4 stories above grade Table 1004.1.2- (maximum floor area allowances per occupant) dispensed. Suffolk County S - 1 GYPSUM BOARD Actual building height=2 story above grade PLYWOOD - Sect. 505 (Mezzanines and Equipment Platforms) Storage(Warehouse) area = 11,092 sq.ft. 4. On each floor of structures under construction, except Group R-3 Sect. 505.2.1 (Area Limitation) 500 sq. ft per occupant =23 occupants occupancies, in accordance with Section 3315.1 of the International Fire Code. A Drawn By : SYMBOLS The aggregate area of a mezzanine within a room 5. Where required b International Fire Code sections indicated in Table 906.1. _ section number q Y shall be not greater than one-third of the floor area Office Area = 324 sq. ft. A of that room ors ace in which the are located. occupant =4 occupants v, J.L. p Y 100 s ft per EXISTING WALL A_5 SECTION q p6. Special hazard areas, including but not limited to laboratories, computer rooms sheet number total area of room =2,670 s.f. and generator rooms,where required b the fire code offical. {r'' ' ''p "' �� ti •.�4 g q y Checked B area of mezzanine=864 s.f. _ Y� =:r �* � , i!i // NEW PARTITION _ detail 2,670 s.f. x 1/3=881 s.f. allowed > 864 s.f. Table 1006.3.1 -(Min. Number of exits or access to exits per story) 14 M G 0 2 number A-' �deto'� 2 occupant load min. number of exits FIRE EXTINGUISHER NOTE: Portable fire extinguishers having a gross weight not M.A.M. , I' -I OR DETAIL _.. 1-500 2 exceeding 40 pounds shall be installed so that its top is not more than 5 feet above the floor. rt _ SectOb '11GIax. allowable building area perfloor = 16,000 sq. ft. Job No. sheet Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds shall be 'A dN-N= number Actual building area per floor=2,268 sq. ft. Exits provided=2 DOOR installed so that its top is not more than 3.5 feet above the floor. The clearance between the 1938y, . � ��� __.chapter 6 (Types of Construction) Sect. 1017 (Exit Access Travel Distance) floor and the bottom of installed hand-held extinguishers shall not be less than 4 inches. _ C:� REVISION CLOUD g -TYPE '26' CONSTRUCTION Table 1017.2-300 ft. max.travel distance from most remote point to nearest exit. WINDOW interior Finish Notes: Sheet�Titl - STRUCTURAL BEAM TABLE 601 Minimum Fire Resistance Requirements of Structural Elements (� t�-�,./ Plumbing Code of New York State i J BUILDING ELEMENT Fire Resistance 1. per 803.1, all wall finishes and ceiling finishes shall be minimum of class Building Data 211 WINDOW / EXT. DOOR NUMBER in hours Remarks Chapter 4 (Fixtures) 'B', unless otherwise noted as acceptable elsewhere in the code. �q` two-digit see schedule JOISTS / RAFTERS identification ( ) Table 403.1 -Minumum number of plumbing fixtures number STRUCTURAL FRAME 0 floor level 2. per table 803.11 " interior wall and ceiling finish requirements by - Building Code 211 INTERIOR DOOR NUMBER Group'S-2' : (27 total occupants) occupancy": (S occupancy-unsprinklered) " r REVISION NUMBER BEARING WALLS Drinking Service two-digit Water Closets Lavatories Bathtubs Showers Fountain Sink A. vertical exits and exit passageways-class'B'required, identification (see schedule) INTERIOR 0 q q q q qRequiredminimum class'B' provided Norm pork r:ci.intr I,ke - Egress Plan number Re Required Re Required Re Required Re Required Re Required p tr :: floor level SMOKE DETECTOR EXTERIOR 0 B. exit access corridors and other hallways-class'B' required, 211 ROOM NUMBER S-2 1 req'd 1 req'd none 1 req'd minimum class'B' provided two-digit 12( orizontal NONBEARING WALLS AND PARTITIONS 0 C. rooms and enclosed spaces-class'C' required, minimum class idenRd1c'atwn (see schedule) 5E-verticol ROOF PITCH EXTERIOR d C' provided number floor level NONBEARING WALLS AND PARTITIONS Existing Building Code Of New York State - " Sheet Number : WALL TYPE -------- ABOVE / BELOW / rN INTERIOR 0 Sect. 904.2-Fire Alarm And Detection Systems 3. per 804.4, interior floor finish- Interior floor covering materials shall 2015 International Fire Code comply with Sections 804.4.1 and 804.4.2 and finish floor materials shall FLOOR CONSTRUCTION comply with Section 804.4.2. r+W surr��ik A; F, -- ELEVATION MARKER - CENTERLINE INCLUDING SUPPORTING BEAMS & JOISTS 0 Section 915 Carbon Monoxide Detection: J - 915.1.1 Where required. Carbon monoxide detection shall be provided in group Chapter 11 (Accessibility) 2 elevation number ROOF CONSTRUCTION I-1, I-2, I-4 and R occupancies and in classrooms in Group E occupancies in the 0 DRAWING REFERENCE t A7.1 3 INTERIOR ELEVA INCLUDING SUPPORTING BEAMS & JOISTS 0 locations specified in sec. 915.2 where any of the conditions in sect. 915.1.2 The building is to comply with chapter 11 of the IBC and (see reference notes, same sht.) 4 sheet number through 915.1.6 exist. ANSI A117.1 2009. DEMOLITION NOTES: gYr 'A 1. Demolition work shall be done in strict conformance with local, state and federal regulations, including all permits and utility cut—offs. 2. The Contractor shall at all times provide protection against weather (rain, wind, storms, frost or heat) so as to maintain all work, materials, equipment and fixtures free from damages. Repair any damage to property of the Owner/Client which is to remain in use, or that of any person, or persons on or off the site caused by the demolition work without additional expense to the owner. M ;a C r n a 3. Provide all necessary temporary supports as may be required A �� i teh, �� prior to the installation of new structural elements required by the demolition work shown hereon. Existing 4. Any and all conditions not shown hereon and uncovered in the 21 Main Street Stony Brook NY 11790 field shall be brought to the attention of the Architect immediately, Mech. prior to any action involving some. phone. 631 686-6585 5. All existing elements to remain shall be protected during demolition. fax. 631 686-6786email. MMacrina@optonline.net 6. All existing ductwork, electrical equipment, etc. in areas to be web. MMArchitectAlA.com demolished shall be protected and relocated as required These plans are an instrument of service and are g 9 according to field conditions. 9 the exclusive property of the architect. Existing 7Infringements of the concepts and design ideas . Provide dust—tight partitions between areas where demolition presented on these drawings shall be prosecuted work is being performed and areas which are finished or in use. to the fullest extent of the law. copyright 2019: Lobster torage Michael Mocrina Architect, pc. All rights reserved, no part of the plans may be reproduced without Existing Existing Existing the expressed written consent of the architect. Freezer Freezer Loading Area Remove top portion of existing CMU block wall down to existing B E L FO R '� .. lower(shed)roof. See section'B'on sht.A5.2 /, PROPERTY RESTORATION 9 / V \ 9 60 Raynor Ave. 9 > O > %` �� f\ > X >J �\ y`I: \ \ ',/ / \ \ V Ronkonkoma, NY 11779 \� � / '� '' � //g , ! '� �' " � � �� phone (631)471-2300 'XLoac`in Area\ >> � �� �;\> , X0 X \> /" , \ C > » O > > � Existing Existing \, v �; , fax (631)471-2905 Freezer Freezer > '\ v X <> Xy �'Y X > > ` \5; < OX� O > OXX >> >;�Existin > XO > y14 X X ; Freezer < Dates \ \ \ \ > /\ (>". v \� / /\f /\ , - 8/2/19 Existing Conditions �\ 1/ \ \ ,Y/ i �> �J\/ \/\ ! \ 0 > X \ 8/28/19 Preliminary Design i / � Preliminary Desi n Ii CD V / \ 11/22/19 Issued to Building Department \V�\ I O I I Yi <> /KXA00 X l — E Existing \/z' , , L Loading Area -- xisting.\ \ \> f No. Date Description --- , Freezer J L.--�--+! � \4 AI t -- --y \/ j / / ,� > >>/ °' `° Project Existing ixisthg 3 existing temporary f' \" X o t� <XJ /Freezer < < X < Freezer X,< 1� Repair of wall to remain \> X, V/ � '\/�/ L ! \ \> >� \ i \/ / �' o >> 0 ��', �'`_✓__>:1"`Il V r -- ->��> >� >\,�� O \ O >O> '\f / ' v > ! ' .> » > \ ' r? Fire Damage X X XXoX\X0 X 0 -- > > ; >> > XOXXX > O x ' I �.Exittihi\ X \> ,� >> X > > \>>, > ;�> > \�� J> > >� � > >' o For 'Y > Freezer j �� , �� y >0< Braun Seafood f 1 � I > z 1 I \ \1__-- �1\ f -- ICompany \ \ \ \ / \ \ % - 'i __ _/-------- -- .. ... > X .Existing r > \ � / \ \ �' 30840 Main Road Existing °Y \ 6 < X > ' O >< 0 ; �> ,.>> O > X >X> \ v \ /\ / Office / > \> ,Locked\Area >� j ` / a �� <�If\ < \ < Cutchogue, NY 11935 I , I I >>> c Jurisdiction Exist'g >Ram " 4 Town of Southold o � ' , I Suffolk County 9 remove existing roof structure completely including existing slab due to fire damage foundation wall aid footing to remain Drawn By: �� J.L. �� Checked By : Adjacent M.A.M. 'krw Buildin Job No. �qr 1286 ASF. FIELD NOTES. 1938' Sheet Title 1 REMOVE ALL PARTITIONS & FREEZER WALLS TO SLAB LEVEL. 44 44 LEGEND : 2 REMOVE ALL FLOOR FINISHES INCLUDING EXISTING SLAB. Demo Plan 3 REMOVE ALL EXISTING DOORS, JAMBS, HARDWARE. ------------------ EXISTING WALLS TO BE -------------------- DEMOLISHED 4 REMOVE EXISTING C.M.U. WALLS COMPLETELY DOWN TO FOUNDATION. ' Demo Floor PIan EXISTING INTERIOR WALLS 5 EXISTING SLAB & SLAB INSULATION TO BE REMOVED COMPLETELY. 6 EXISTING WOOD STAIRS TO BE REMOVED. # FIELD NOTE -�7 REMOVE ALL CEILING TILE, LIGHTING, AND REGISTERS. Sheet Number : 8 REMOVE EXISTING RAMP plan north > \ AREA TO BE REMOVED A.S. Engineering Services, P.C. GENERAL 5TRUCTURAL NOTES NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: A. DE51GN LIVE LOADS E. GROUT J. ABBREVIATIONS 112 WILSON DRIVE PORT JEFFERSON, NY 11777 STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING I . PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING THE FOLLOWING LIST OF ABBREVIATIONS 15 NOT INTENDED TO REPRESENT ALL TH05E USED PHONE: LIVE LOADS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE w/ 2017 NEW PLATES. ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: YORK STATE SUPPLEMENT: 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C CELL: (631)560-0259 62 I . GROUT SHALL BE NON-METALLIC AND NON-STAINING. FAX: (631)938-0784 1 . BUILDING CATEGORY: II A.F.F. - ABOVE FIN15HED FLOOR N.I.C. - NOT IN CONTRACT 2. IMPORTANCE FACTOR: WIND (LW) = 1 .0 F. STRUCTURAL STEEL ALUM. - ALUMINUM O.G. - ON CENTER THE DRAWINGS,SPECIFICATION5AND OTHER DOCUMENTS SNOW L ) = 1 .0 AND O.D. - OUTSIDE DIAMETER PREPARED BY THE ENGINEERING FOP,THI5PROJECT ARE IN5SEISMIC (LE) = 1 .0 1 . ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 F = 50 K51. @ - AT OPP. - OPPOSITE WITH Pff5PESOFTHEEPROECTANDTHERS ESGIH USE SHALL Y WITH RESPECT TO THIS PROJECT AND THE ENGIIJEER SHALL BE 3. GROUND SNOW LOAD: 20 P5F 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO A5TM A500 GR B (Fy = 4G K51) BLDG. - BUILDING PLA5. LAM. - PLASTIC LAMINATE DEEMED THE AUTHOR OF THESE DOCUMENTS AND 5HALLRETAIN 4. ROOF LIVE LOAD: 20 P5F 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLcoMMOE COPYRIGHT. THE D INFfK5DRAWIDRIGHTS CMU - CONCRETE MASONRY UNIT PLYWD. - PLYWOOD INCLUDING THECOPI'RIGHT. THE ENGINEER'S DRAWINGS, 5. WIND LOAD: 140 MPH BASIC WIND SPEED ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN% OF THE AMERICAN INSTITUTE OF CONC. - CONCRETE P.5.F. - POUNDS PER SQUARE FOOTSPECIFICATION5AND OTHER DOCUMENTS SHALL BEUSED BYTHE WIND EXPOSURE: B STEEL CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE DBL. - DOUBLE P.S.I. - POUNDS PER SQUARE INCH THE PR JECTOROR PFOR OTHERPROJECTS,FTHISPRJECTBYORF THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. EA. - EACH P.T. - PRESSURE TREATED OTHERS DIRECTIONALITY FACTOR, KD: 0.85 4. CONNECTION BOLTS SHALL BE 4" DIAMETER CONFORMING TO ASTM A325, T(PE X. ELEC. - ELECTRICAL KEINE. - REINFORCING GUST EFFECT FACTOR, G: 0.85 INSTALL EACH BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS E.P.S. - EXPANDED POLYSTYRENE R.O. - ROUGH OPENING REVISION: INTERNAL PRESSURE COEFFICIENT, GCPI: ±0. 18 TURNED FOR TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" EXT. - EXTERIOR RUN. - RUNNER 14. ...................................... ONLY UNLESS OTHERWISE NOTED. F.D. - FLOOR DRAIN SHT. - SHEET 13. ...................................... G. SEISMIC: 5E15MIC DESIGN CATEGORY: BFT. - FEET SHTNG. - SHEATHING 12. ...................................... 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS 5D5 = 0. 187GA.GA. - GAUGE SIM. - 51MILAR 11...,,,., ON THIS PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 10, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 5DL = 0.079 G. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND W=LDING GALV. - GALVANIZED S-N-L - SNAP-N-LOCK 09. ...................................... OPERATORS WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE GWB - GYPSUM WALL BOARD S.M.S. - SHEET METAL SCREW 08. ....•.......•.•••.....••••..•......... 7. FLOORS: 100 PSF "STRUCTURAL WELDING CODE" AWS D 1 . I OF THE AMERICAN WELDING SOCIETY TO H. - HIGH SPECS - SPECIFICATIONS 07. ...................................... 06....................................... 8. COLLATERAL DEAD LOAD = 15psf PERFORM THE TYPES OF WELDS REQUIRED ON TH15 PROJECT. HORZ. - HORIZONTAL 5.5. - STAINLESS STEEL 05. ...................................... 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LE55 I.D. - IN51DE DIAMETER 5TL. - STEEL 04. ...................................... IN5UL. - INSULATION T*G - TONGUE AND GROOVE 03....................................... B. FOUNDATIONS THAN 3 INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE o2,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, WASHER WITH EACH ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE INT. - INTERIOR TYP. - TYPICAL 01.STRUCTURAL CORRECTIONS 02/27/20 1 . MAXIMUM PRESUMPTIVE ALLOWABLE 501L BEARING PRESSURE FOR NEW FOOTINGS = ERECTED AND LEVELED WITH LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. L - LENGTH, LONG U.O.N. - UNLESS OTHERWISE NOTED 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LE55 THAN LAV. - LAVATORY VERT. - VERTICAL ISSUE: -- 2,000 PSE. �. 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL 2.0 MILS DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL MACH. - MACHINE V.I.F. - VERIFY IN FIELD PRIOR TO PLACING CONCRETE. SSPC PAINT 2, 13 OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELD5, FIELD MAX. - MAXIMUM W/ - WITH 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL CUT EDGES AND SERIOUS ABKA510N5 TO THE SHOP COAT WITH PRIMER PAINT. MFR. - MANUFACTURER W.C. - WATER CLOSET DOB APPROVAL 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE MIN. - MINIMUM WD. - WOOD TO REACH FIRM, UNDISTURBED SOIL. NOTEDM.P.H. - MILE5 PER HOUR W.H. - WATER HEATER 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF . MTL. - METAL W/O - WITHOUT PARTITION NEO. - NEOPRENE W.W.F. - WELDED WIRE FABkIC FOOTINGS AND THICKENED OR DEPRE55ED SLAB5 NOT DIMENSIONS ON THE G. STEEL ROOF DECK STRUCTURAL DRAWINGS. 5. ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, 1 . STEEL ROOF DECK SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT "SDI STEEL ROOF DECK SPECIFICATIONS" AND THE "SDI CODE OF RECOMMENDED K. CONSTRUCTION SAFETY EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE STANDARD PRACTICE, ROOF DECK CONSTRUCTION" OF THE STEEL DECK INSTITUTE CONTENT AS MEASURED BY ASTM DG95 AND 95% AS MEASURE BY ASTM D- 1 157. 1 1 . THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING G. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE 2. THE STEEL SHALL HAVE 12" IN DEPTH, 18 GAGE, WIDE RIB AND SHALL BE ZINC COATED. CONSTRUCTION. ENGINEER. 3. PROVIDE ALL RIDGE AND VALLEY PLATES, CANT' STRIPS, SUMPS AND OTHER 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING GUYING OF 7. FOUNDATION 5UBGKADE PREPARATION SHALL BACCESSORIES TO BE ATTACHED TO THE DECK FOR THE INSTALLATION OF INSULATION, E IN ACCORDANCE TO GEOTECHNICAL FRAMING AGAINST WIND, CONSTRUCTION LOADS � OTHER TEMPOPA:. :Y FORCES UNTIL ENGINEERING REPORT. ROOFING AND DRAINAGE. NO LONGER REQUIRED FOR THE SUPPORT OF THE FRAMING. 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE 4. ANCHOR DECK TO STRUCTURAL SUPPORTS AT 12" O.C. MAXIMUM WITH a" DIAMETER SOIL (ONE VERTICAL TO TWO HORIZONTAL) PUDDLE WELDS OF I G" DIAMETER 5ELF-TAPPING SCREWS, UNLESS OTHERWISE NOTED ON L. MISCELLANEOUS 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF PLANS. DOB SCAN STICKER ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BL IN PLACE 5. FASTEN SIDE LAPS TOGETHER AT 3'-0" MAXIMUM O.C. WITH 5 DIAMETER PUDDLE WELDS I . ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2015 INTERNATIONAL PRIOR TO BAC�:FILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL OR DIAMETER SELF TAPPING SCREWS, UNLE55 OTHERWISE NOTED ON PLANS. FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. BUILDING CODE AND THE LOCAL ZONING RULES AND REGULATIONS. 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO G. SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOUS ABRASIONS TO THE SHOP 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVINGTHE CONTRACTOR COAT WITH ZINC CHROMATE PRIMER CONFORMING TO SSPC PAINT 1 1 . FROM EXECUTING ALL THE WORK IN ACCORDANCE WITH THE BUILDING CODE OF NEW BACKFILLING. I I . CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM YORK STATE, THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL REGULATIONS SEAL THE EXCAVATIONS FOR UTILITIES, ETC. H. CORRUGATED STEEL FORMS HAVING JURISDICTION. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE F NE 12. WHERE PIPES PA55 THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PA55 OVER 9 0 INY THE TOP OF THE FOOTINGS. I . USE 28 GAGE MINIMUM, GALVANIZED, CORRUGATED STEEL FORMS WITH NOMINAL 16 CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER PERSONSP yes SP CORRUGATION DEPTH FOR STAY IN PLACE FORMS. PERFORMING THE WORK. co y o �`'�` 13. DEWATERING PROCEDURES, If REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. n 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE 4. THE ENGINEER 15 NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR � 7 a 2. FURNISH A MINIMUM OF 25 WELDING WASHERS PER 100 5Q. FT. OF FORMS AND VARIANCE APPROVAL. 0 STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE m ..A.. ATTACH SHEETS BY PLUG WELDING THE SHEETS AS FOLLOWS: 2 •- - :4 O Q� COMPROMISED. 082359 N A. END LAPS - WELD IN VALLEY OF SIDE LAPS AND MIDDLE OF SHEET (MINIMUM THREE M. SPECIAL INSPECTIONS: AR°FESSIONP� C. CONCRETE WELDS AT EACH END OF SHEET). STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20. 1 1 . ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS B. INTERMEDIATE SUPPORTS - WELD THE VALLEY OF 51DE LAPS ON EVERY OTTER J015T STEEL CONSTRUCTION - WELDING: BC 1704.3. 1 FOLLOWS: AND IN THE VALLEY OF THE CENTER CORRUGATION ON THE REMAINING J015TS STEEL CONSTRUCTION - DETAILS: BC 1704.3.2 KEY MAP a. FLOOR SLABS, WALLS 4,000 PSI (X-PATTERN). STEEL CONSTRUCTION - HIGH STRENGTH BOLTS BC 1704.3.3 b. ALL OTHER CONCRETE WORK 3,000 PSI STRUCTURAL - COLD FORMED STEEL BC 1704.3.4 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 3 18 AND ACI 301 . 3. TO PREVENT LEAKAGE OF CONCRETE AT SIDE PAS, PLACE CONCRETE IN THE OPPOSITE CONCRETE - CAST-IN-PLACE BC 1704.4 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JK. FLOOR SLABS DIRECTION TO WHICH THE SHEETS WERE ERECTED SO THAT TOP SHEET RECEIVES WEIGHT FOOTING AND FOUNDATION BC 1 10.3. 1 SHALL BE OF CONCRETE FIRST. CONCRETE SAMPLING AND TESTING TK2 ONLY BC 1905.6, BC 1913. 10 CLA55 2. 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON H. COORDINATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING BUILDING DEPT. FORM: DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS 1 . THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE CONCRETE DESIGN MIX - TR3 BC 1905.3, BC 19 13.5 SPECIFIED IN CHAPTER 12 OF ACI 301 . ENGINEER OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUF,EMLNTS G. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. AND BE RESPONSIBLE FOR THE SAME. 7. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL CONCRETE TESTING WAIVER: SURFACES UNLE55 OTHERWISE NOTED. THE WORK MEETS THE EXEMPTION CRITERIA OF BUILDINGS BULLETIN 2009-026, ITEM IV, AND I D. REINFORCING STEEL HEREBY ORMELECT TO WAIVE THE REQUIREMENT OF CONCRETE TESTING AND OF THE TK2 FORM AND/OR BRAUN SEAFOOD I . BARS SHALL BE: ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM AG 15, GRADE 30840 MAIN ROAD GO. THE PROJECT MEETS ALL OF THE FOLLOWING CRITERIA: CUTCHOGUE, NY 11935 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 OK ASTM A497. 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING 1 . THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT 15 LE55 THAN 50 CUBIC YARDS Owner. MANUAL", PUBLICATION 5P-GG. (38 M3); BRAUN SEAFOOD 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO 30840 MAIN ROAD,CUTCHOGUE,NY 11935 PLACING CONCRETE. 2. THE STRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, f 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND 51ZE AS 'c, NO GREATER THAN 2,500 POUNDS PER SQUARE INCH (PSI) ( 17.2 MPA), REGARDLESS OF THE LONGITUDINAL BARS IN FOOTINGS COMPRESSIVE STRENGTH SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR USED IN THE S-001 . 00 CONSTRUCTION; AND GENERAL STRUCTURAL NOTES 3. THE CONCRETE TO BE PLACED IS SPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST proj.# 2019-XXX Drawn by: GWN 4,000 P51 (2(5 MPA). Date: 01/24/20 Checked by: AS scale: AS NOTED page: 1 of 17 A.S. Engineering Services, P.C. GENERAL SITRUCTURAL NOTES LIGHT GAUGE STEEL FRAMING. NEWYORKCITY: 630 FIFTH AVE., SUITE 2000 1. ALL COLD ROLLED STEEL STUDS, JOIST & TRACK MILL CERTIFIED NEWYORK, NY STEEL TO MEET: A. ASTM A446-GRADED 14 & 16GA. GALV. STEEL LONG ISLAND: GENERAL NOTES: B. ASTM A446-GRADE A 25 - 18GA. GALV. STEEL 112 WILSON DRIVE 2. ALL STEEL STUDS, JOIST & TRACK SHALL HAVE A LEGIBLE LABEL, PORT JEFFERSON, NY 11777 1 . THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE STAMP OR EMBOSSMENT, AT A MAXIMUM OF 48" O.C., INDICATING ALL FLOORS, ROOFS, WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS THE MANUFACTURER'S NAME, LOGO OR INITIALS, ICBO EVALUATION SERVICE PHONE: REPORT NUMBER, THE MATERIAL BASE METAL THICKNESS (UNCOATED) CELL: (631) 560-0259 REQUIRE. IN .001 in. AND THE YIELD STRENGTH IF DIFFERENT THAN 50 ksi. FAX: (631)938-0784 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS 3. MILL CERTIFICATES SHALL BE MADE AVAILABLE IF REQUESTED. MILL CERTIFICATE TO INCLUDE AS A MINIMUM THE CHEMICAL ARE APPROXIMATE AND ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR 511ALL COMPOSITION, YIELD STRENGTH, TENSILE STRENGTH, ELONGATION, THE DRAWINGS,SPECIFICATIONS AND OTHERDOCUMFHTS VERIFY ALL INFCIRMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL AND COATING THICKNESS. PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL 4. SCREW VALUES USED IN DESIGN MEET THE AISI SPECIFICATION WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE CONDITIONS AND TH05E SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED E4 FOR SCREW CONNECTIONS. ALL CO THEAUT,STATHOR TOESEDOCTHERTESERVE RIGHLL TAIfJ ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS TO THE ARCHITE=CT FOR EVALUATION PRIOR TO START OF FABRICATION. ALLOWABLE LOAD IN POUNDS INCLUDING THE COPYRIGHT. THE ENGINEERS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE U5FD BY THE No.8 (d=0.164in.) No.10 (d=0.190in.) OWNER OR OTHERS ON OTHER PROJECTS,FOP.ADDITIONS TO 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, GAUGE THICK.(in.) SHEAR PULLOUT SHEAR PULLOUT THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR ELECTRICAL, AND PLUMBING, ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE 25 0.0188 66 39 - - OTHERS REPORTED TO THE ARCHITECT IMMEDIATELY. 20 0.0346 164 72 177 84 18 0.0451 244 94 263 109 REVISION: 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, 16 0.0566 344 118 370 137 FABRICATION, AND ERECTION -RIOK TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. 14 0.0713 - - 523 173 12. ...................................... 5APPLIED LOAD MAY EMULTIPLIED BY 11....................................... . OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY 0.75 FOR WIND OR SEISMIC LOADS. 10....................................... SHOWN ON THE: STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. VALUES BASED ON STEEL PROPERTIES d 09....................................... 08. ...................................... OF Fy=33ksi. AND Fu=45ksi. 07. ...................................... 06. ...................................... GENERAL CONDITIONS: RECOMMENDED SCREWS SCREW SIZE GAUGE APPLCATION 04. ...................................... 8 SHARP PT x 1-1 4' LONG 20GA. ONLY 1 2 PLYWOOD TO L.G. 03. ...................................... 1 . ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE # / / REQUIREMENTS AS SPELLED OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY #8 x 1/2" LONG SHARP PT 25GA. ONLY FRAMING SCREW 01.STRUCTURAL CORRECTIONS 02/27/20 ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR TRADES. FAILURE TO READ THESE #8 x 1/2" TEK PT 20GA.-16GA. FRAMING SCREW NOTES DOES NOT PERMIT THE: CONTRACTOR TO DEVIATE FROM THEIR REQUIREMENTS. #8 PILOT PT. x 1-1/4" LONG 18GA.-14GA. 1/2" PLYWOOD TO L.G. ISSUE: -- QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. #8 PILOT PT. x 2" LONG 18GA.-14GA. 3/4" PLYWOOD TO L.G. #10-14 x 3/4" LG HEX TEK PT 18GA.-14GA. FRAMING SCREW 2. ALL CONTRACTORS MUST V151T SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS NOTE: MIN. OF 20GA. MATERIAL TO BE USED TO FASTEN PLYWOOD DOB APPROVAL ALL CONDITIONS TO BE MET BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT CONSTITUTE AN EXCUSE HILTI,5. L.V.F.-LOW VELOCITY FASTENERS, 0. OF " F SERIES 1 OF LONG FOR ERRORS OK OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. SLAB INC. 3"(ICO.C.ES 2388) (MINIMUM of 3" FROM EDGE OF SLAB AND 3" O. MINIMUM SPACING) 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEA5UREMENT5 ALLOWABLE WORKING LOADS IN STONE AGGREGATE CONCRETE ON JOB AND SHALL BE RESPONSIBLE FOR SAME. ALLOWABLE LOAD IN POUNDS CONCRETE STRENGTH 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL 2000 psi 3000 psi GOVERNING AUTHORITIES. TENSION SHEAR TENSION SHEAR PER L.V.F. 90 160 115 225 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, 6. INSTALL ANCHORS PER MANUFACTURER SPECIFICATIONS. AND MECHANICAL DRAWINGS. _ ALLOWABLE LOAD IN POUNDS2 G. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED A5 PER CONCRETE STRENGTH MECHANICAL AND ARCHITECTURAL REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON ANCHOR MIN. GAUGE 2000 psi 3000 psi SIZE EMBED in. TENSIONI SHEAR TENSION 1 SHEAR STRUCTURAL AND ARCHITECTURAL DRAWINGS. 3/8"0 1 1/2" 20 185 285 230 305 DOB SCAN STICKER 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS 3 18-14 185 285 230 305 BEEN INSTALLED AND 15 5TRUCTURALLY SOUND. 1 TENSION VALUES BASED ON SPECIAL INSPECTION NOT REQ'D. 2 ALLOWABLE LOADS BASED ON 100% EFFICIENCY. MINIMUM 8. ALL SPECIALTY ANCHOR5 AND FASTENERS ARE TO BE MANUFACTURED BY HILT SPACING = 12 ANCHOR DIAMETERS AND MINIMUM EDGE DISTANCE CORPORATION OR APPROVED EQUAL AND ARE TO BE INSTALLED PER MANUFACTUKER5 of 6 ANCHOR DIAMETERS. SEAL SPECIFICATIONS, INCLUDING TORQUE, EMBEDMENT, LENGTH, ETC. 3 AVAILABLE LENGTHS: 3/8"0 1 1/4 AND 1 1/2 INCHES 9. NEF ����ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHIN STRUCTURES. SPOT VISUAL INSPECTION ONLY FOR FIELD WELDS. ALL BE RESPONSIBLE 7. WELDING PER AWS D1.3 SPECIFICATIONS FOR WELDING SHEET STEEL SP OR THE PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES F ��S SP METHODS SAFETY AND SECURITY ON THE JOB SITE. A5E5 AND IT AGENTS AND GAUGE FILLET WELD ALLOWABLE LOAD SIZE lbs/inuj EMPLOYEES ARI= NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD - . HARMLESS AND INDEMNIFIED B18 1/16 304Y ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY 16 3/32 382 AND ALL CLAIMS, LOSSES, SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE 14 1/8 481 4 X82359 PERFORMANCE OF WORK ON THI5 PROJECT. 12 1/8 686 AROFES SIONP VALUES BASED ON 33ksi STEEL- 50% STRESS 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES LEVEL E60XX ELECTRODES SHALL BE AT THE SOLE DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION 8. MINIMUM SECTION PROPERTIES: KEY MAP FROM ANY REQUIREMENT SHALL NOT BE CONSTRUED AS PERMITTING ANY OTHER ALL SECTIONS TO BE UNPUNCHED EXCEPT DEVIATION. WALL STUDS MAY BE PUNCHED PER ICBO SIZE AND PUNCH SPACING REQUIREMENTS. MEMBER DESIGN Ix,in4 Fy,ksi THICKNESS - ksi 1 oXC-PURLIN 16 Ga 8.808 50 4SC-STUD 20 Go 0.579 50 SECTION TYPES CHANNEL C-STUD JOIST TRACK S-SECTION S-SECTION T-SECTION U-SECTION BRAUN SEAFOOD 30840 MAIN ROAD 600 S 162 56 CUTCHOGUE, NY 11935 MATERIAL THICKNESS (IN mils, 1 mil =N 1/1000"): Owner. (EX: 54 = 0.056 MILS) BRAUN SEAFOOD FLANGE WIDTH (IN 1/100 INCHES): 30840 MAIN ROAD,CUTCHOGUE, NY 11935 (EX: 162 = 1.62 = 1 5/8") STYLE: ^ (EX: T = TRACK) S-002 . 00 S = STUD OR JOIST SECTIONS T = TRACK SECTIONS U = CHANNEL SECTIONS GENERAL STRUCTURAL NOTES F = FURRING CHANNEL SECTIONS proj.* 2019-XXX Drawn by: GWN MEMBER DEPTH (IN 1/100"): Date: 01/24/20 Checked by: AS (EX: 600 = 6") Scale: AS NOTED page: 2 of 17 A.S. Engineering Services, P.C. ± 107-4" NEW YORK CITY: ±G8'-O" 630 FIFTH AVE., SUITE 2000 NEW YORK, NY 0 o LONG ISLAND: cn Q ct� 112 WILSON DRIVE CD PORT JEFFERSON, NY 11777 I I PHONE: CELL: (631)560-0259 - -----� FAX: (631)938-0784 I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMFIT5 PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY i WITH RESPECT TO THIS PP.OJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AILD OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO t N THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR J L() In m OTHERS REVISION: i 14. ...................................... 13....................................... C(-) DENOTES OUTSIDE FACE OF 12....................................... D121EXIST. C.M.U. WALL AND 11....................................... EDGE OF NEW SLAB 10. ...................................... 09. ...................................... ❑ — ❑ N 08....................................... 1 a 06....................................... ( 4 , — — —' — — - — - la - 05. ...................................... �., I I I 04. ...................................... J I — — to _ 03. ...................................... 02. ...................................... W8 x 35 F2 W8 x 67 F5 L W8 x 35 F4 01.STRUCTURAL CORRECTIONS 02/27/20 I Z7DEPRESS FOUNDATION WALL AT DOOR ISSUE: — i II m cV I I = DOB APPROVAL N ❑ i I N C - - I i - - i CCm 5-201 5-302 5-302 = Ln q ~ A N — — -� F2 r- F2 T.C.J. 5-301 — I - - - la I �- - I ' I - - - `� ( 3J I - - --- --- - - 1 - I a j N - - 3 ) DENOTES SAWCUT EDGE OF L — — — J A F I — —� PROPOSED N EXIST. SLAB. COORDINATE W8 x 35 W8 x 35 5-302 CONCRETE EQUIPMENT PAD WITH CONTRACTOR IN FIELD WI 0 x 54 cz I o EXACT LOCATION OF 8"CONCRETE SLAB wl#5 BARS v i SAWCUT. I @ I G" O.C. EA. WAY. TOP OF CONCRETE C" +0'-O" ELEV. OVER RECESSED 4"CONCRETE I N SLAB w/W.W.F. GxG I DOB SCAN STICKER Civ v W1.4 x W 1.4 OVER 4"A.B.C. I N 5-302 W8 x 35 CLIW8x35 v W8x35 I W8x35 -- -�_ -L-- - -_ - f-- - --- A �- - - F1 FI - - FI -a a 1 a � SEAL 2 IN 6 F INS G" CONCRETE SLAB w/ TOP OF CONCRETE W.W.F.GxG W 1 .4 x W 1 .4 Q +O'-0" ELEV. O'JER4"A.B.C. I NEW 8"WIDE FOUNDATION O 082359 - I WALL w/ I G"WIDE x 8" N L -- - - - ----- -- I THICK STRIP FOOTING N 90FESSIONP W8x35 I W8x35 W8x35 I I (1.4 - - - - - - W8x35 (_ I I KEY MAP r F3 F3 a F3 F3 - o PROPERTY LINE - o DEPRESS FOUNDATION I NEW8"WIDE FOUNDATION WALL AT DOOR WALL wl I G"WIDE x 8" THICK STRIP FOOTING i Q o SPREAD FOOTING (F) SCHEDULE 3' 5" BRAUN SEAFOOD MARK SIZE (LENGTH x WIDTH x DEPTH) REINFORCING 7'-3" 19'-8 112" I 19'-8" 1 19'-9" 10" 30840 MAIN ROAD 72" x 72" x 24" (7) #4 BARS EA. WAY, CU CH GUE, NY 11935 F I TOP t BOTTOM GO'-4 112" F2 GO" x GO" x 24" OP tBOTTOM WAY, Owner: BARS EA. WAY, CD1 C.8BRAUN SEAFOOD C B A> F3 3G" x 3G" x 24" TOP(4) #4 4 BOTTOM 30840 MAIN ROAD,CUTCHOGUE, NY 11935 #4 BARS @ 12" O.C. EA. m o F4 72" x 3G" x 24" WAY, TOP t BOTTOM (n GO"GO" x 30" x 12" #4 BARS @ 12" O.C. EA. � NOTES: F5 WAY, TOP t BOTTOM I . TOP F = 1-0111 0 O FIRST FLOOR SLAB ELEVATION +0FOUNDATION PLAN 2. SLAB TO BE G" OF 4,000 PSI CONCRETE w/ W.W.F. 6x6 W I .4 x W I .4 pro;.# 2019-xxx Drawn by: GWN FOUNDATION PLAN Date: 01/24/20 Checked by: AS py NORTH 3. a DENOTES COLUMN UP FROM THIS LEVEL Scale: AS NOTED page: 3 of 17 SCALE: 1/8" = I'-0" A.S. Engineering Services, P.C. ± 1071-4" NEW YORK CITY: ±G8'-0" ±391-411 630 FIFTH AVE., SUITE 2000 NEW YORK, NY 00 o LONG ISLAND: 112 0 N DRIVE Q PORT IJEFFERSON, NY 11777 L t PHONE: I I CELL: (631) 560-0259 FAX: (631)938-0784 O THE DRAWJfJGS,SPECIFICATIONS AND OTHER DOCUMENTS +I PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE EI IGINEER5 SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR.OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,5TATUTORY Af]D OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS m REVISION: d14. ...................................... 13....................................... 12. ...................................... 11....................................... 10. ...................................... 09....................................... EXIST. C.M.U. WALL 08....................................... 07. ...................................... 06. ...................................... = 05. ...................................... 4 - — — - — — — — — — _ — — — — — — — — — — — — — —�� 04. ...................................... 03. ...................................... 02. ...................................... 01.STRUCTURAL CORRECTIONS 02/27/20 I , ISSUE: — I I I I = DOB APPROVAL N CQ o 5-201 5-201 „ ° - w +I If) J O Q +I i I 7 — D3 In +I I I I I N DOB SCAN STICKER N �- N I SEAL — -- -- -- - --- — - -- — — r I TT T-r 11 1 — — -- — -- — QO �O X LINE OF F I I I I I I I I �� P�� S SP LOFT ABOVE 5-302 1 Ll IN LL L-L y r' ,Q4,ti - ? � I w L_ - - - - � LINE OF m ._' ';. w LOFT ABOVE ( p NI I w OA 882359 N I N 0 9Or SSIONP N N I N N KEY MAP O rl I I I PROPERTY LINE m 37-2 112" 1 Gly +I I I )l(nj Q j NOTES: BRAUN SEAFOOD I 7-3" 19'-8 1/2" 191-8" 19' 9" 1 . TOP OF FIRST FLOOR SLAB ELEVATION = +0'-0" 30840 MAIN ROAD CUTCHOGUE, NY 11935 -- 2. / DENOTES LIGHT GAUGE STEEL STUD WALL, GODS 1 G2-54 ±G8'-G 1/2" @ I G" O.C. U.O.N. Owner: CD ) C.8 C CB ) UN SEAFOOD A 3. DENOTES G" THICK INSULATED MESALINE INTERIOR WALL BRAUN ROAD,CUTCHOGUE, NY 11935 PANEL BY GREEN5PAN, OR APPROVED EQUAL 30840 0 CQ o S- 100 . 00 FIRST FLOOR WALL PLAN proj.# 2019-XXX Drawn by: GWN FIRST FLOOR WALL PLAN Date: 01, Checked by: AS NORTH scale: AS NNOOTED page: 4 of 17 SCALE: 1/8" = P-0" A.S. Engineering Services, P.C. ± 107-4" NEW YORK CITY: ±G(5'-O" ±39'-4" 630 FIFTH AVE., SUITE 2000 NEW YORK, NY 00 0o LONG ISLAND: (-n 112 WILSON DRIVE PORT JEFFERSON, NY 11777 I I PHONE: I 9 FAX: (631)938-0784 I I I I I 0 I , THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENTS +I PREPARED BY THE ElIGINEERING FOR THI5 PROJECT ARE I I INSTRUMENTS OF THE ENGINEERS SERVICE5 FOR U5E SOLELY WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER SHALL BE --I—— I DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,5TATUTOP,Y AND OTHER RESERVED RIGHTS I I I I I I ! I I I I I I I I I I INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, I I I I I i SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE U5ED BY THE _ OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOP, A OTHERS I I I I I I I I I I I I I I I I I I I m m REVISION: 13. ...................................... 12. ...................................... 11....................................... 10. .............................. II m N09. ...................................... - - -- - -- - -- - - 1 - - - � r- - I 06....................................... - - - - - I - - 05....................................... ( 4)— — — — - — — 4- 1---- — —1 T- — — -- — 2 — — - — —t �F J 04....................................... (N)W12K 14tC10x 15.3 GIRT (N)W12x 14tCIOx 15.3 GIRT 03. ...................................... 02....................................... 01.STRUCTURAL CORRECTIONS 02/27/20 �I 1 1 I I I I I I j I I I ISSUE: -- I 11 1 1 1 I I I DOB APPROVAL I 11 1 z 0 m I 5-20IS-201 - - -- - - - - - -- � - I i L - DZ +I Lu -— - -1 - - - Ln +I I I I I N N DOB SCAN STICKER N A B N 5-303 5-303 Uo IYP � — WIG x2G WIGx2G WIG x2G — — — � — - — (9'-0 112") (9'-0 112") (9'-0 112") — — — — SEAL — —� — — 2 - - --- - --- - - - -- OF NEW ---- --- -- -- - - - I f DN -- -- -- - -- ��*\S SPY. ,� - - - - - - - - - - - - H P� G '� 5-303 B * A *, 5-304 — � ' G 5-302 � T Cc m _ � $Ai1 3" 18Q @ 24' O.C. °� 18K3 @ 24"O.C. °�'- SIM. � 082359 N x N N N N AROFESSIONP� C CONCRETE OVER 9/1 G" 22 5-304 P GA. METAL DECK, KEY MAP a a ; , • (3"TOTAL DECK Tt11CKNE55) y — — WIGx2G Ol i D'-n) 5 DQ � -304 i I I I I I I NOTES: 1 . FIRST FLOOR ELEVATION = +0'-0" (CONSTRUCTION DATUM) j 5.. 3'-0 1/2" 37-2 112" BRAUN SEAFOOD 2. LOFT FLOOK TOP OF CONC. DECK = +9'-G" 30840 MAIN ROAD '7'-3" 19'-8 I/2" 19'-8" � 19'-9" I 10" CUTCHOGUE, NY 11935 GO'-4 1/2" 3. LOFT DECK TO BE CONCRETE OVER 16" 22 GA. METAL DECK, (3" TOTAL DECK THICKNESS Owner: OD C.8 C B A BRAUN SEAFOOD 4. DENOTES DIRECTION OF METAL DECK SPAN 30840 MAIN ROAD,CUTCHOGUE,NY 11935 0 m 5. LOFT FLOOK T.O.S. = (XI - X") A5 NOTED S- 101 . 00 G. LOFT FLOOR DECK 3/4" TSG PLYWOOD LOFT FLOOR FRAMING PLAN 7. DENOTES COLUMN THRU THIS LEVEL Pro;.# 2019-XXX Drawn by: GWN LOFT FLOOR FRAMING PLANDate: 01124/20 Checked by: AS ?*RTH Scale: AS NOTED page: 5 of 17 SCALE: 1/8" = 1'-0" A.S. Engineering Services, P.C. ± 107-4" NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY oQ o LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 I I PHONE: CELL: (631) 560-0259 - - - - TL - - - - - - - - FAX: (631) 938-0784 O +1 - - - - - - - - - THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMEHT5 PREPARED BY THE ENGINEERING FOR TH15 PROJECT AP.E IN5TP,UMENT5 OF THE ENGINEERS SERVICES FOR USE SOLELY _ _ - - WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE - { IDEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN mo` I N L -' i - - - - - - - - - - - - ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDIUG THE COPYRIGHT. THE ENGIIAFEP.'5 DRAWINGS, - - - - - - - - -' - - - ' - - - - - - - - - - - - - - - - - - - - - - - — - - - - - SPECIFICATIONS Af ID OTHER DOCUMENTS SHALL BE USED BY THE - - - - - - - - _ - - - - O - OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO J THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lr) OTHER.5 ! I REVISION: - - - - - -- - - - - - - - EXIST. COLUMN EXIST. COLUMN EXIST. COLUMN 14 - - - � - - - I EXIST. COLUMN 12....................................... - - _ - - 11. ...................................... ------ -- - - -- — ---- - - - - - - - - - - 09. ...................................... -- - - 07. ...................................... - -- - --�C -- ------r -- - - - - - - - - - 06. ......................................I - - - - - - - - - - - - 4 I 05. ...................................... WI G I x - - WIGx2G WIGx2G I 03....................................... 02....................................... - - - --- - - - - - �- 01.STRUCTURAL CORRECTIONS 02/27/20 II ISSUE: ---- lu N --- I - - - i - �U - - � 1U- z 0 - - - - - - - - - - - - - - - - - - p� _ 00 � O DOB APPROVAL Lu 03 - - OBD _ - imIr- N u- N N - - Oma - _ x (Jj0 x CID -{ I 5-20 I -------- �- o m - _ - - - - - - - - - - - w +1 LLJ J J I� W8x 15 I WIGx26 31 - - - - I ! 60 _ L 4AB _ E +I 5 - — — — — — — — — — — — — — — — — — — — — — ^X 6� - - - - - '— w TYP. - - - - - - - -- - w - - - - - - w `ou UUtn I I v Q� LL- -�— Ai 0---(F) 0 1i C\j -- 1= I– z N oL � N F, < N N - - _O 'T DOB SCAN STICKER N W W (D Ln i- N F x N O N00 - - - - - - - - X III - - - - - - - XF- � I I w i w d I? --- - - -- - - - -rt- - -- - - - - - - - - - I WIG x2G WIG x2G WIGx2G lj�C — — W8 x 15 SEAL = I I yy - — I 'CSO RE -----_-- -J ---------- m I I I m I II I m I I I I m - - - - - - - -- - - - - - -- - - 11_ O' _ - - - - I- I- - � -�-� �- - -I- ---r � W I � � I 5-304 n w Lu C1) Lj I I I I I I I I I I I CL J Lu X - - - - - - Otj _ N C\jII I d ( l SIM. " _ � NA082359 "qz 1z � nl N I co co I I N O co dJcN N OFESO @) U N 10 Nom.P:S Q � - - -�_--- 3��-= N 5-304 - - - - - - - - - - - - - ----4- KEY MAP WIGx2G _ WIGx2G- 77, WIGx2G �_ - - L7 � _ _ _ - - - - - - 3� - - -- - - - 4 - 41 1 T7 ITT 'i--P- I - TF177 Tf F-R 1 „T � I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I I I - !, ' I I DD"?)CLLS-304 �U z oQoz u � 0-- x O O C I o � L Q o I 5.. 1 NOTES: BRAUN SEAFOOD 7'-3" 19'-8 I/2" 1 I9'-8" I 191 loll 1 . FIRST FLOOR ELEVATION = +0'-0" T 30840 MAIN ROAD (CONSTRUCTION DATUM) CUTCHOGUE, NY 11935 Go'-4 112" 2. LOWER ROOF T.O.S. = (X' - X") AS NOTED q1 Owner: (� (� (� (� 3. ROOF DECK TO BE MEMBRANE ROOF (SEE ARCHITECTURAL) OVER 1/2" BRAUN SEAFOOD 0 PROTECTION FOAM OVER 1 112" 20 GA.. METAL DECK. 30840 MAIN ROAD,CUTCHOGUE,NY 11935 o 4. DENOTES DI RECTION OF METAL DECK SPAN S- 102 . 00 5. DENOTES COLUMN THRU THIS LEVEL LOWER ROOF FRAMING PLAN G. DENOTES COLUMN DOWN FROM THIS LEVEL pro;.# 2019-XXX Drawn by: GWN LOWER ROOF FRAMING PLANNORTH Date: 01124/20 Checked by: AS Scale: AS NOTED page: 6 of 17 SCALE: 1/8" = 1'-0" A.S. Engineering Services, P.C. ± 107-4" NEW YORK CITY: ±G8'-0" ±39'-4" 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: Cp o Q 112 WILSON DRIVE cn cn PORT JEFFERSON, NY 11777 PHONE: I I CELL: (631) 560-0259 -- — — - -- -- -- -- — — - — — FAX: (631)938-0784 I O I I 1 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THIS PROJECT APE +I I INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEERS DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR 0 OTHERS v In m REVISION: 4" 39'-5" 11114" 14. ...................................... 13. ...................................... G" o \1 G" 12....................................... I? 1 i 11....................................... u / (3 2'-5") 10....................................... 09. ...................................... Q 32'-7I2" ___ ____ u~j 07. _ _-- ---- -----_ _ I 04. ...................................... 4 - - - - - - ' ' - - -- - - - 4 ) 03. ...................................... O WIGx2G I O WIGx2 0 , 1 1 LI 1 �W I� x 2 6 I L I 02. ...................................... L IW I G x 2G I I I 1 01.STRUCTURAL CORRECTIONS 02/27/20 I 1 (32'-7 112") ( I 1 (32'-2 112") 1 w _ I I 2GK8 - I - 1 i ISSUE: --- 0 Lu 116"PER IT. PITCH �� I I Q 1 1 5-305 v =� I I 2GK8 I I Ln ^ 11 o II x Ln - - - - — x 11 DOB APPROVAL � m I cpm 111 0 I I 2GK8 1 v n 11 I I I I ii 2GK8 _ - _ - i — - - 5-201 Cl? 5-304 - 1 +1 2GK8 I I 1 1 (32'-10") 1In -____----_- --- 1 1 1/1"PET. PITCH T--—� i li 5-304 R P 1 W I G x 2G r_i 1.(32'-7 1/2") WIG x 2G I I (32'-2 1/2") ' 03 — I I 11 I I I I I 11 - - - - 3) I IT i I I i ° i I I 18K4 I - I I 2GK8 I 11 1 i i I I I I I I ilii 11 - - 18K4 2GK8 - I I If 1 1 u NN 1 I I I I u If O N II L? 2GK8 x U U N DOB SCAN STICKER cci- - I- - -L- - - - L-- �°-m 1 i ,z N N i >' v I I 1/8"PER FT. PITCH 1 I 111 n w N i i I 18K4 5-303 I ( 2GK8 1 1 -}-- --+-- - }—- -� - 11 1 1 0 I —� T- I I I ifill U-j i i i o 18K4 (32'-7 112") I W I�x 2G (32'-0") 1 I (32'-2 112") i 1 i i w SEAL WI I , I w1�x2G o ' i WIGx2G I WIGx2G (3212 1/2) 1 — — — — 2 � ���F NEW - S tip (3Z-19)/ ___---__- ----- 5-303 C— --- w--_- -_----- _ I Q n � w _ - I o N - • 1 m � `-a z (32'-7 112") (32'-5") i do8235 R 9 I OFESs10N N 1 KEY MAP C14)- I I Cl ) II - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - -1 �) - 0 I I I 1 NOTES: I I 1 . FIK5T FLOOR ELEVATION = +0'-0" (CONSTRUCTION DATUM) 0 I Q o 2. UPPER KOOF T.0.5. = ( X' - X") A5 NOTED 3. KOOF DECK TO BE MEMBRANE ROOF (SEE ARCHITECTURAL) OVER KIGID FOAM INSULATION OVER 1 112" 20 GA.. METAL DECK. BRAUN SEAFOOD I ( 30840 MAIN ROAD 5" 19'-8 1/2" 19'-8" 191-91, 10" 4. DENOTES DIRECTION OF METAL DECK SPAN CUTCHOGUE, NY 11935 GO'-4 112" 5. DENOTES COLUMN DOWN FROM THIS LEVEL Owner: / BRAUN SEAFOOD (J lC� G. >��,- DENOTES STEEL X-BRACING BELOW FRAMING LEVEL. SEE 30840 MAIN ROAD, CUTCHOGUE, NY 11935 FRAMING SECTIONS 5HT. 5-202 * 5-203 0 � C� 7. BAR JOISTS TO BE SIZED FOR AN ADDITIONAL 10 PSF DEAD LOAD S- 103 . 00 FOR SUSPENDED INSULATED COOLER ROOF. SEE DETAIL 1/5-303 FOR MORE INFO. THI5 EXTRA 10 P5F DEAD LOAD 15 IN ADDITION TO UPPPER ROOF FRAMING PLAN ROOF LIVE LOAD AND DEAD LOAD A5 SPECIFIED UNDER G.S.N. - pro;.# 2019-XXX Drawn by: GWN UPPERROOF FRAMING PLAN CNORTH DESIGN LOADS Date: 01/24/20 Checked by: AS UPPER ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" Scale: AS NOTED page: 7 of 17 0) (2) (3) (4) A.S. Engineering Services, P.C. 22'-G" 24'-2" 28'-1" NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 TAPERED RIGID INSULATION OVER NEW YORK, NY 1 1/2" 20 GA- METAL DECK SEE PLAN FOR T.O.S - - LONG ISLAND: 1 112 WILSON DRIVE ------ ---- zz SEEPLANFORT.O.S PORT JEFFERSON, NY 11777 PHONE: CELL: (631) 560-0259 FAX: (631)938-0784 ' BAR JOISTS, SEE THE DRAWING5,SPECIFICATIONS AILD OTHER DOCUMENTS FRAMING PLAN I PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE G" LIGHT GAUGE STEEL STUD INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WALL(NON-BEARING) ! 112"0 THREADED ROD HANGERS @ 48" WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE INSULATED RIBBED ROOF O.C. EA. WAY wl DBL. NUT EA. END TYP. G" LIGHT GAUGE STEEL STUD DEEMED THE AUTHOR OF THESE DOCUMFP4T5 AND SHALL RETAIN PANELS SUSPENDED FROMWALL(NON-BEARING) ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS ( ROOF FRAMING INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE ROOF, SEE NOTES / OWNFR OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO ON FRAMING PLAN / THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR G" INSULATED WALL PANELS OTHEP.5 114" PER FT. SLOPE REVISION: � � 14....................................... i \Z- 7 o zX 13. ...................................... QQ W 12....................................... m w Q > 11. . Om 10. .................................... i O o Q 09. .................................... PITCHED BAR JOISTS, 08. ...................................... SEE FRAMING PLAN ---- G" INSULATED WALL PANELS N N --- -- -- 07. ...................................... 06-------------------------- N - - ----- ------- COLUMN BEYOND AT GRID I -- -- 04. ...................................... CONCRETE OVER N - ' METAL DECK, SEE � O LINE C , SEE PLANS _ 03....................................... ' - -- - - - _ 02....................................... --------- ---- _ 01.STRUCTURAL CORRECTIONS 02/27/20 Q STEEL GIRT, WALL BRACE FOR __ ________ _ __ -- - -------- ------ ---- b m EXIST. C.M.U. WALL 1 - ----_ ~ - -- - \ - -- ISSUE: -- i m ' BAR JOISTS, SEE DOB APPROVAL FRAMING PLAN STEEL GIRT, WALL BRACE FOR EXIST. 8"C.M.U. WALL TO REMAIN EXIST. G.M.U. WALL G" LIGHT GAUGE STEEL STUD ° 0 8" CONCRETE SLAB w/#5 BARS @ 12" INFILL WALL(NON-BEARING) r O.C. @ CENTER OF SLAB OVER 4" RIGID INSULATION OVER RECESSED 4" 1D CONCRETE SLAB W/W.W.F, GxG W 1 .4 x W 1 .4 OVER 4"A.B.C. 0'-0" + J _ .0. SLAB Am d d M d e II I I I I I L � _ � L - - - - - — — — — — — — -- L - SECTION A-A � SCALE: 114" = 1'-0" ( \_ / F3 DOB SCAN STICKER 10" 28'-I" 24'-2" 22'-G" loll I +32'-10" T.0.5. — -- - T.O. BAR JOISTS SEAL I T.O.S. ��OF SP C 7.Lt y NOTE5: s y ,p - - -- -- - * *. I . X-BRACING NOT SHOWN IN THESE 5ECTION5. FOR X-BRACING LOCATIONS AND 51ZE5 SEE FRAMING 5ECTION5 5HT. 5-202 THRU Iu 5-204 I dp 082359 I I � RoFES S1ONP PITCHED ROOF BEAM NEW METAL ROOF TO NEW PITCHED ROOF KEY MAP MATCH EXIST. ROOF BEYOND LIGHT GAUGE STEEL JOIST oROOF FRAMING 8005200-G8 114" PER 8005200-G8 n @ 24"O.C. FT. SLOPE o � m @ 24" O.C. 1 `n --- I - - - _ I - d---------- ------- - --- -- - ---- --- - ----- - - - - --- - - --- - - - -- - -- - G I 0 x 15.3 JOIST LEDGER - - �- - r _ WELDED TO BEAM WEB _ _ - - - _- r-------- ----- �- --__— W24 x 55 (PITCHED) WIG 2G (PITCHED) W8 x 15 TYP. BETWEEN NEWo T.O.S. TO MATCH EXIST, xI,I \ W I G x 2G (PITCHED) STEEL COLUMN AND EXIST. STEEL -- \ TOP OF PURLINS (V.I.F.) T.O.S. TO MATCH EXIST. \� - T.O.S. TO MATCH EXIST. I FRAME, SEE FRAMING PIAN w TOP OF PURLINS (V.I.F.) I Q I TOP OF PURLINS L.F.) m II o (V. V WBRAUN SEAFOOD u �OUTLINE OF EXIST. STEEL --- �Z - I FRAME, BEHIND SECTION N a 30840 MAIN ROAD I VIEW PLANE CUTCHOGUE, NY 11935 I? I O i' PITCHED W8 x 15. T.O.S. TO �I MATCH BOTTOM OF EXIST. PURLINS Owner: BRAUN SEAFOOD �I G" LIGHT GAUGE STEEL STUD I 30840 MAIN ROAD,CUTCHOGUE, NY 11935 WALL(NON-BEARING) jl u I EXIST. G"CONCRET SLAB S-200 . 00 I I I� +o'-o" STRUCTURAL SECTIONS T.O. SLAB proj.# 2019-XXX Drawn by: GWN I I I ° I Date: 01/24/20 Checked by: AS F- L_ — 1 L _ - - - _ � L - - - - - L — ° Scale: AS NOTED page: 8 of 17 SECTION B-B A.S. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPAP.ED BY THE ENGINEERING FOR THIS PROJECT ARE 1115TRUMENT5 OF THE ENGINEERS SERVICES FOP,USE SOLELY WITH RESPECT TO THI5 PROJECT AND THE ENGINFF_P SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIII ALL COMMONLAW,STATUTORY AND OTHEP.RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE EIGINEER'5 DRAWINGS, SPECIFICATIONS AND OTHER.DOCUMENTS SHALL BE USED BY THE OWNER OF,OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS REVISION: 14....................................... 13....................................... 12....................................... 11....................................... 10. ...................................... 09. ...................................... 08. ...................................... 07. ...................................... 06....................................... D) C ) B ) l A 05. ...................................... 04. ...................................... 26'-I O 3/4" 19'-8 3/8" 19'-8 3/8" 03....................................... 02. ...................................... 01.STRUCTURAL CORRECTIONS 02/27/20 ISSUE: -- TAPERED RIGID INSULATION OVER 1 1/2" 20 GA.. METAL DECK I I I I DOB APPROVAL I '1 G" LIGHT GAUGE STEEL STUD I BAR JOISTS, SEE WALL(NON-BEARING) I I FRAMING PLAN 1/2"0 THREADED ROD HANGERS @ 48" I ' O.C. EA. WAY w/ DBL. NUT EA. END TYP. INSULATED RIBBED ROOF � PANELS SUSPENDED FROM ROOF FRAMING II I I I i III I II I STEEL BEAM BEYOND I STEEL BEAM BEYOND G" LIGHT GAUGE STEEL STUD WALL DOB SCAN STICKER (NON-BEARING) - -- — — — — — — — — — — — — — — — — — — — — — — III — — — — — — - - - - - - - - - - - - -- - - ° - - - - - - - - - - - - - - - - - - - - - - - - -I- 4- - - - - - - - - - - - - - - - - - - - -- - - - o m o I I I - SEAL m N I STEEL GIRT Bo EYOND III STEEL GIRT BEYOND = III N �COF NEt�Y *\S SP y ,p I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� W 4 i II I I A STEEL GIRT BEYOND I STEEL GIRT BEYOND 082359 ROPESS\O[— — — — — — — — — — — — — [ NP� I II - p II I n — — — — — — — - - - - - - - - - - - - - - - I_ - - - - - - — - - - - - - - - - - - - -- - I — — - - -- ---- _ --- - -- -_-- - - � � - - -_ — - -- _ - - - - _ - -- - -_ — _ _ _ � KEY MAP 8"CONCRETE SLAB w/#5 BARS @ 12" O.C. @ CENTER OF SLAB OVER 4" I I I EXIST. G"CONCRET SLAB RIGID INSULATION OVER RECESSED 4" B CONCRETE SLAB w/W.W.F. GxG L r W 1 .4 x W 1 .4 OVER 4"A.B.C. e a e e I I I I I SECTION C-C SCALE: 1/4" = 1'-0" BRAUN SEAFOOD 30840 MAIN ROAD CUTCHOGUE, NY 11935 NOTES: Owner: 1 . X-BRACING NOT SHOWN IN THIS SECTION. FOR X-BRACING LOCATIONS BRAUN SEAFOOD AND SIZES SEE FRAMING SECTIONS 5HT. 5-202 THRU 5-204 30840 MAIN ROAD,CUTCHOGUE, NY 11935 S-201 . 00 STRUCTURAL SECTIONS proj.# 2019-XXX Drawn by: GWN Date: 01/24/20 Checked by: AS scale: AS NOTED page: 9 of 17 A.S. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: Jl 2 J �4 2 3) 4 22'-G" 24'-2" 28--l" 24'-2" 28'-I" 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 +32'-7 1/2" W I G x 45 W I G x 45 +32'-2 11211 W I G x 45 W 18 x 50 +32'-0" +32'-5" T.O. COLUMN _ _ _ _ _ _ _ _ _ T 0 S T.O. COLUMN — — — — _ — — — — — T.O.S. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGWEERING FOR TH15 PROJECT APE IN5TRUMENT5 OF THE ENGINEER5 SERVICES FOR U5E 50LELY f do :2J�B ' WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER SHALL BE 3I�f DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RE5ERVED RIGHTS u . INCLUDING THE COPYRIGHT. THE ENGINEER'5 DRAWING5, do 121 SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE U5ED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIO115 TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR do�i� ��` OTHERS ` T.O.S. �` REVISION: i�� �`� ff �` f�.f ` f 19 I ` W I G x 2G .� W I G x 2G WIGx2G + `� ��� ` I T.OS. W I G x 3G �`. 14. ...................................... +IS'-10 1/2" _ — — — — — _ 13....................................... T.O.5. T.B..D. T.O.S. (V.I.F. _ (V.1.F.) 12. ...................................... TO MATCH EXIST. 11. ...................................... STEEL FRAME 10. ...................................... i 09. ...................................... dodo I08....................................... 07. ...................................... 06. ...................................... 05....................................... 04. ...................................... WI G x 2G ` doiov 03. ...................................... �x� 02. ...................................... T.0.5. f `� I 01.STRUCTURAL CORRECTIONS 02/27/20 ISSUE: - Ile DOB APPROVAL ` +0'-C" +0'-0" +0'-0" OL SECTION @ GRID LINE "A" - LOOKING NORTH SECTION GRID LINE "C" - LOOKING NORTH SCALE: 3/1 G" = P-0' SCALE: 3/1 G" = P-0" DOB SCAN STICKER 3) �4 3) SEAL C2)22'-G" 24'-2.. 22'-G" 24'-2" OF NE y Co *\s SP -0 ,p f— `�• jl`s' CC +32'-5" +321-511 +32'-7 1121, _ W I G x 2G I _ +32'-10" w T.0.5. — — T.O. COLUMNS 2 T.O.S. T.O.5. — — N - �. 0 882359 loo R°PCs s\ONA� f. i I KEY MAP I I I I I OL +19'-3 112" T.O.S. T.O.S. T.B.D. �� T.O.S. T.B.D. (V.1.F.) 101 11% (V.I.F.) ��` I T.O.S. T.B.D. OILWIGx2G _ +19-3 1/2 +18'-10 1/2" I WIGx2G ��' W24x55 ` OL +16-10 I/2" T.O.S. T.O.S. T.O.S. _------ — T.O.S. T.B.D. W I G x 2G I I I I I I I OL +9'-3" W I G x 2G +9'-3" W I G x 2G T.O.S. T.O.S. BRAUN SEAFOOD 30840 MAIN ROAD CUTCHOGUE, NY 11935 I I I I I I I Owner: BRAUN SEAFOOD +0'-0" J� +0,-0" +0'-0" OL 30840 MAIN ROAD,CUTCHOGUE, NY 11935 IRV S-202 . 00 SECTION GRID LINE "B" - LOOKING NORTH SECTION @ GRID LINE "C.8" - LOOKING NORTH FRAMING SECTIONS SCALE: 3/1 G 1'-0" SCALE: 3/1 G" = P-0" prof.# 2019-XXX Drawn by: GWN Date: 01/24/20 Checked by: AS Scale: AS NOTED page: 10 of 17 A.S. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY C \ C B A C ( B A LONG ISLAND: 112 WILSON DRIVE 19'-8 112" 19'-8" 19'-9" 19'-8" 19'-9" PORT JEFFERSON, NY 11777 1/8" PER Ff. PITCH PHONE: I/8" PER FT. PITCH _ CELL: (631) 560-0259 FAX: (631)938-0784 +32'-10" W I G x 2G W I G x 2G +32'-2 1/2"h +32'-7 11211 W I G x 2G W I G x 2G +32'-2 112" T.0.5. — — — — — — — — — — T.O.S. T.O.S. _ / T.O.S. THE DRAWING5,5PECIFICATION5 AND OTHER,DOCUMENTS // PREPARED BY THE ENGINEERING FOR TH15 PROJECT ARE `\\,(� p ♦♦♦ I I `\\ / // `\\ / f \` / ♦// IN5TRUMENT5 OF THE ENGINEERS SERVICES FOR USE 50LELY `�1� �jyV♦ `\�Jl� ♦/ `\2`!� J`� WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER SHALL BE Nop `\\�g„ `\\h g„ �// \\�g () �// DEEMED THE AUTHOR OF THE5E DOCUMENTS AND 5HALL PETAIII �� // // \\ H �� ♦ \�I ♦♦ \\ / ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS l8" �2,%♦ `;`/Cgo �� /f `\;8" `�i / 80 `21 j♦f INCLUDING THE COPYRIGHT. THE ENGINEER'5 DRAWING5, ♦♦� %/ `\_ �// `\` ♦// SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE U5ED BY THE ♦♦ `\ I /♦/<`\ ♦/'X_\` ♦/<\ OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO ♦ / ♦ / \` // \ / \ ♦♦/ THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR /♦ \`\ /♦/ `\`\ /♦♦ ``\\ /♦/ \\` OTHERS / ` ♦ �`\ ♦/♦ \� /op `�\ REVISION: ♦♦♦♦ W I G x 2G \`\ I W I G x 2G ♦♦/♦ W I G x 2G \\ I + 19—I" I ♦♦♦ W I G x 2G ~`\ /�/f W)G x 2G ��� +19'—I" 14. ...................................... T.O.S. ` — — — — — — T.O.S. 13....................................... 10 10 / O ♦ ` ♦ 12. ...................................... Q) '� / \\ // `\ // 11....................................... or xA / 6", ♦ .................................... ti.3/8„ ♦/f \`\� i �o ♦♦/ 09. ...................................... 08....................................... /x� // .� (N) W 12 x 14 `\;�8 `2�i/ (N)W 12 x 14 �\� /f♦ 07. ...................................... ' C I 0 x 15.3 GIRT `� // C I 0 x 15.3 GIRT �\ // 06. ...................................... 04. ...................................... /// \�\` /// \`\ ///♦ ``\/� 31� \��/2J 03. ...................................... /.� WIG x 2G W 1 G x 2G W I G x 2G `\\ +9'-0 11211 31/ \J! f !6„ q I „ / I g, `\ g" j — — — — — — — — — T.O.S. 21VG /Af `ti\ 01.STRUCTURAL CORRECTIONS 02/27/20 (N)WI 2 x 14 �`\� (N)WI 2 x 14 t D �f�� C 10 x 1 5.3 GIRT `\�4 C 10 x 15.3 GIRT -_ ISSUE: DOB APPROVAL iopop� -op � ���� � +0'-0" +0'-0.1 SECTION GRID LINE "2" - LOOKING EAST SECTION GRID LINE "4" - LOOKING EAST SCALE: 3/1 G" = 1'-0" SCALE: 3/1 G" = 1'-0" DOB SCAN STICKER C 8 C/ B SEAL 19'-8 3/4" 19'-9" QF IN EF Y 1/8" PEf. PITCH I GP�� P SIS SPy R F +32'-7 1/2"O * A�,�,, *: T.O.S. 3 + 2-10 W w I_ G x 2G WI r ,�, i� +32'-2 1/2"h m 4sNN;� T.O.S. T.O.S. ZcP < O 082359 Q� \\�\� ♦♦f/♦♦ I A90FESSIONP�. `\` ♦ KEY MAP ♦♦ \ f `\ \ ♦ WIGx2G T.O.S. — — — I I I i I I BRAUN SEAFOOD 30840 MAIN ROAD CUTCHOGUE, NY 11935 i I I Owner: BRAUN SEAFOOD IRV 30840 MAIN ROAD,CUTCHOGUE, NY 11935 S-203 . 00 SECTION GRID LINE "T' - LOOKING EAST FRAMING SECTIONS SCALE: 3/1 G" = P-0" prof.# 2019-XXX Drawn by: GWN Date: 01/24/20 Checked by: AS Scale: AS NOTED page: 11 Of 17 t'll.f3p. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NOTE: NEW YORK, NY 1 . ' DENOTES "CLASS B" LAP SPLICE. _ 2. VERTICAL REINFORCING NOT SHOWN FOR CLARITY. N m • ® • ° • e ° • • d • _ LONG ISLAND: CORNER BARS MAY BE USED IN LIEU Of HOOKS d ° d d N ° 112 WILSON DRIVE PORT JEFFERSON, NY 11777 d ° ° PHONE: ° ° d ° ° • • d ° �, CELL: (631) 560-0259 ° ° d 4 I I/2 TYP FAX: (631)938-0784 2"TYP ° 4 • • •°° • ° ° * ° ° d THE DRAWINGS,5PECIFICATIONS AND OTHER DOCUMENTS ° ~ ° STD HOOK ° d PREPARED BY THE ENGINEERING FOP.THI5 PROJECT ARE a STD HOOK TYP 4 IN5TRUMENT5 OF THE ENGIHEER5 SERVICES FOR USE SOLELY TYP ° WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE °Q ° d DEEMED THE AUTHOR OF THE5E DOCUMENTS AND SHALL RETAIIJ d ° ° d d ° ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS ° d d INCLUDING THE COPYRIGHT. THE ENGINEER'5 DRAWINGS, 4 SPECIFICATIONS AND OTHER DOCUMEPIT5 SHALL BE U5ED BY THE OWIJER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO ° 4 ° d THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR d OTHERS WALL JOISTS AND STRUCTURAL SLABS N "L" INTERSECTION "T" INTERSECTION REVISION: 311 14....................................... dd 13. ...................................... ° d TYP TYP a • 10 • • • s • • 10....................................... a ° / N d 4 a e 09....................................... d ° ° i\\ ° d d ° U 08. ...................................... ° d d a ° d j A ° ' 07. ...................................... d ° ° 06....................................... ° ° ° 4 05. ...................................... ° ° d ` a ° \\/ \\ \\ \\ \��� \\ \\ ° \\ \\ 04....................................... .......................... 4 ° 4 ° 01.STRUCTURAL CORRECTIONS 02/27/20 d d ° 41 ° 4 ° ISSUE: -- d COLUMNS BEAMS = TO GRADE ° DOB APPROVAL BEAM WIDTH SKEWED "L" ° SKEWED "T" BASE SLABS, FTG'5 GRADE BEAMS A TYP. WALL INTERSECTION REINFORCING B TYP. REINFORCING BAR CLEARANCES S-300 N.T.S. 5-300 N.T.S. SAWCUT 5LAB WITHIN 12 HRS. AFTER PLACEMENT 1/8" OF CONCRETE RESULTING G" CONCRETE SLAB w/ GxG - CONTROLLED CRACK _ W2.9xW2.9 W.W.F. DOB SCAN STICKER N N da v v° n X C9 BAR DEVELOPMENT LENGTH (TYP) SEE NOTE 3. — — — SEAL SEE NOTE 1 . F NE PV �y,\s Sol- VAPOR PyVAPOR BARRIER ' � .,�,�,! `` \\ _ 3 COMPACTED A.B.C. m w (III I \\/,'/ I III I I I I QI I I III I ` I I IIIV I I I2�r rt - - firtml— � ;t —iltlfirt — t- -tQ I 1- rt -1 It T ,��'K -f 1111- firt —I -rSAWCUT JOINT oAR 082359 °FEss�ONP 77=-:=�7; F=7 S I LL 4-NJ--L + (I'-4" MIN) L�j G„ CONCRETE SLAB w/ GxG - o W2.9xW2.9 W.W.F. IXi� /�/ z z 1 X I 112” CONT \\ /� I KEY MAP w KEYWAY (I X3 ) STOP W.W.F. AT ii'�'y.I I II II I I Y \\ I I I I III I III II' CONTROL JOINT 10 4 —i I _ __I I i � _�—�-_ --_ �_—_I�— _` ° _ _ _III III_ _ _ Q > 4 d ° -- m D d ° d ° .I. / I�E�=I_ I —I—'1'—f —~ IT-77—I— I W ° °a ° d Z t I fi rt i fi11 I \� �,, I 11- -t I 1- -r I fi -r Ifi \�\ /, / n r t -t I 1- __j a d ° —I— a-- -a-ml— — I I — -11 4 —I— � --I- -1— -4 III `�� II11- I- -I- —1— �- ° I t,\\\ I 4 - #5 ADD'L (2 EACH I �` F ° ° a I _I_ I I IIII— //J•—I_�\� _111 I I _I— I SIDE Of OPENING OR PIPE ° ° � _I— fi -1 —I-��✓ � —I— t- ��-I- 1- -r — 1- -I— fi -1- —I—��//� —I— �` `y�—I- 1- -r —I- 1- - \\/\ \ \ \ ° VAPOR BARRIER da ° ° a a ------ ----------------- —vv---- 4 ° d ...... 10 6 3" COMPACTED A.B.C. �' 4 - #5 ADD'L (2 EACH d ° ° SIDE OF OPENING OR PIPE C . I . F. JOINT NOTE: ° d ° AT CONTRACTORS NOTE: BRAUN SEAFOOD OPTION FTG MAY ----------------------------------------- __- NOTE: 1 . TYPE OF JOINT 15 OPTIONAL WITH CONTRACTOR. SAWED JOINTS 30840 MAIN ROAD BE STEPPED THUS: I . PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL BARS EQUAL TO THE SHALL BE MADE WITHIN 12 HOURS AFTER PLACING CONCRETE. CUTCHOGUE, NY 11935 NUMBER OF BARS TERMINATED AT OPENING, HALF EACH SIDE. 2. WHEN KEYWAY JOINT 15 ELECTED, THE SLAB SHALL BE PLACED FTG REINFORCEMENT 2. AT 51NGLE LAYER REINFORCED WALLS OR SLABS, PROVIDE ONLY 51NGLE IN CONTINUOUS STRIPS. LAYER OF ADDITIONAL REINFORCING AT OPNG. 3. AT THE CONTRACTORS OPTION, A METAL PRE-FORMED JOINT OF Owner: 3. TERMINATE REINF w/ STD HOOK WHERE OPENING ADJACENT TO WALL OR APPROVED DE51GN WILL BE ACCEPTABLE AT EACH CONTROL JOINT BRAUN SEAFOOD SLAB EDGE. IN LIEU OF THE ABOVE JOINT TYPE5. 30840 MAIN ROAD,CUTCHOGUE,NY 11935 4. WHERE SAWED JOINT WILL BE LEFT PERMANENTLY EXPOSED TO VIEW, FILL THE JOINT FLUSH WITH FLEXIBLE SEALING COMPOUND. C TYP. STEPPED FOOTING DETAIL D TYP. ADDITIONAL REINF. AROUND OPENING AT SLAB OR WALL E TYP. SLAB-ON-GRADE CONTROL JOINT 5-300 . 00 5-300 N.T.S. 5-300 N.T.S. S-300 N.T.S. STRUCTURAL DETAILS proj.# 2019-XXX Drawn by: GWN Date: 01/24120 Checked by: AS Scale: AS NOTED page: 12 of 17 A.S. Engineering Services, P.G. NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: I'-0" ( � 112 WILSON DRIVE 10" PORT JEFFERSON, NY 11777 10" 11-011 PHONE: CELL: (631) 560-0259 ° ° d FAX: (631)938-0784 p ° d ° p d THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS ° NEW CONCRETE d PREPARED BY THE ENGINEERING FOR TH15 PROJECT ARE d FOUNDATION WALL e ° d INSTRUMENTS OF THE ENGINEERS 5EPVICE5 FOP,USE SOLELY a _ d NEW CONCRETE WITH RESPECT TO TH15 PROJECT AND THE ENGINEER SHALL BE ° d FOUNDATION WALL DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN 4 1 p ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS a .d p INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, p SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE p ° OWNER OR OTHERS ON OTHER PROJECTS,FOP ADDITIONS TO ° THE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR p d p d ° a d d d d p ° ° NEW CONCRETE FOUNDATION ornERs a d p - WALL, MATCH EXIST. d a COLUMN BASE PL. FOR d ° FOUNDATION WALL WIDTH. ° REVISION: pd ° INFORMATION NOT SHOWN SEE DETAIL: d COLUMN BASE PL. FOR 14....................................... 61 ° p ° ° ° ° INFORMATION NOT SHOWN 13. ...................................... 12....................................... 11....................................... 11,6 - p p p° I n dd ° ° SEE DETAIL 10....................................... d p 5-302 _ 44 09 ....................................... a d ° 5-302 08....................................... d 0 0 ° _ a ° 4 07. pd d 06....................................... d d ° 05....................................... d p p 22"SQ. CONCRETE = p d 0 ° 04. ...................................... d — p ° Q PEDESTAL � 'd7 ° . ° p 22"SQ. CONCRETE 03. ...................................... pd ° 02. ............................. .. CONCRETE SPREAD ° d ° a ° ° ° p p &t PEDESTAL 01.STRUCTURAL CORRECTIONS 02/27/20 FOOTING, SEE SCHEDULE ° d d �° d p ° BASE PL.I"x 10"x I G" w/(4) 7/8"O FOR SIZE AND REINFORCING d pa p NEW CONCRETE FOUNDATION CONCRETE SPREAD ° d a ° ° HOLES FOR(4) 3/4"0 ANCHOR WALL, MATCH EXIST. FOOTING, SEE SCHEDULE pd d ° d ° BOLTS w/ 10" MIN. EMBED. ISSUE: — d FOUNDATION WALL WIDTH. FOR SIZE AND REINFORCING p d d ° ° ° d ° dp < ° — d I p ° d ° 0 0 DOB APPROVAL NEW CONT. I G"WIDE x 8"THICK d ° � CONCRETE STRIP FOOTING a N v NEW CONT. I G"WIDE x 8"THICK p CONCRETE STRIP FOOTING (+� 811 PLAN VIEW 8 CQ N PLAN VIEW 1 1/2"TYP. 10" ( P 10" G" LAN VIEW 10" DOB SCAN STICKER I I" G" G" FREEZER WALL PANEL G" 5" I� STEEL COLUMN, SEE GODS 1 G2-43 (50 k51) STUDS @ I G" II FOUNDATION PLAN COLD SIDE O.C., ATTACH TO BOTTOM TRACK w/ GODS 1 G2-43 (50 k51)5TUD5 @ I G" STEEL COLUMN, SEE #10 X 3/4"S.M.S EA. SIDE, EA. STUD II O.C., ATTACH TO BOTTOM TRACK w/ I FOUNDATION PLAN II #10 X 3/4"5.M.5 EA. SIDE, EA. STUD II II SEAL G" FREEZER WALL PANEL WRAP INSULATION BOARD II GOOT125-43 (50 k51) BOTTOM TRACK, I COOT 125-43 (50 k51) BOTTOM TRACK, II ATTACH TO SLAB w/(2) HILTI X-U P8 POWDER STEEL COLUMN, SEE WRAP INSULATION BOARD OF NEIN ISI AROUND COLUMN II ACTUATED FASTENERS @ 32"O.C. TYP. FOUNDATION PLAN II AROUND COLUMN P S spy ATTACH TO SLAB w/ (2) L11LT1 X-U P8 POWDER �(� ACTUATED FASTENERS @ 32"O.C. TYP. I/4 CONT. #4 BAR TOP II I Gj� �1 O I) WRAP INSULATION BOARD 114 CONT. #4 BAR TOP t I" MIN. 5,000 PSI BOTTOM OF CURB I AROUND COLUMN r NON SHRINK GROUT EXIST. C.M.U. WALL I MIN. 5,000 PSI t ¢ BOTTOM OF CURB 8 WIDE CONCRETE FOUNDATION — z WALL. PLACE WALL AROUND III I/4 � m NON-SHRINK GROUT w 8" WIDE CONCRETE FOUNDATION 8"CONCRETE SLAB w/#5 COLUMN AFTER INSTALLED WALL. PLACE WALL AROUND I BARS @ 1 2" O.C. EA. WAY .� 2"x 24" CONT. RIGID iI 8" CONCRETE SLAB w/#5 SOA Y082359 !L� COLUMN AFTER INSTALLED I III EXIST. GRADE I INSULATION m EXIST. GONG. SLAB I BARS @ 12" O.C. EA. WAY '90 NPS a II 4"CONCRETE SLAB w/W.W.F GxG o I I G"CONCRETE SLAB w/ v I 4"CONCRETE SLAB w/W.W.F GxG FESSIO EXIST. GRADE i II � � W I.4xW 1 .4 @ CENTER OF SLAB ° II II ° I II W.W.F GxG - W I .4xW 1.4 0 � II W I .4xW 1 .4 @ CENTER OF SLAB • II I ° \\/\\//\\/\�/\\/ p I I @ CENTER OF SLAB � - �\/\\/ °a d I II ° d ° ° ° \/�\//\\// ° • j II d ° _ Q ° I ° d KEY MAP L I u MIN. 5,000 PSI d d p a /0 0 i I . • °d d . p NON-SHRINK GROUT \\j a I ° L — d° a ° ° - #3 TIES @ 12" #3 TIES 12"' /\ d I ° p v O.C. MAX. O.C. AX. /G MIL VAPOR \ \ IL_ 22 SQ. CONCRETE \ \�\/ /\/ d 22"SQ. CONCRETE PEDESTAL ° I a//��/ BARRIER / AL `L PEDESTAL t I d \\/\\/\\/\\/\\�\\/\\ \/\ o / \�/\ 4"A.B.C. > /\\/ (4)#5 DOWELS EA. / ° i (4)#`5 DOWELS EA. \ d PEDESTAL TYP. I-p °° d p d / FOUNDATION WALL \//\\ d ° d ° - ° d d PEDESTAL TYP. \ I FOUNDATION WALL //\// p I /\�/\i/ BEYOND. //\//\/ ° ° ° d p 60 \/\\ I p I /\\/\� BEYOND. \/��/�\/\\/ /\\��\/\\� \\/\\/\\ \/�' / RIGID FLOOR INSULATION a pd ° \j/ A.- XX d a d \1 A \ ° p ° °d. ° pd \ (SEE ARCHITECTURAL) wLLJ \ \\ ° \\\\ 4"COMPACTED A.B.C. p d p d ° /\/ p �I ° ° a ° d / NEW CONC. STRIP ° d a ° p ° ° ° ° d / CONCRETE SPREAD FOOTING, ° d ° FOOTING BEYOND � d ° \ �, p d \/ p ° d \/ EXIST. GONG. / ° -l- �° / SEE SCHEDULE FOR SIZE AND o p a d I— NEW GONG. STRIP \ I— ° d ° d. d ° d FOOTING BEYOND to / ?�LLJ ° ?► p / STRIP FOOTING ' / / REINFORCING. BOTTOM OF \/Lu • a I I p • /\\X - �. ° d /\\� \ d ° a - \�� NEW FOOTING TO MATCH lit \ /\\/\/\\/ \\ \\ /\/� BOTTOM OF EXIST. FOOTING BRAUN SEAFOOD m CONCRETE SPREAD - �/ \� CONCRETE SPREAD \\ \�/\ /\\ \\ \\ \\/\ \�/\�/\\/ \ " 4"A.B.C. #4 DOWELS @ 12" O.C. w/G" \/\\/ \/\� \ 4 A.B.C. CUTC MAIN ROAD FOOTING, SEE SCHEDULE \ \ \� \ \ \ FOOTING, SEE SCHEDULE EMBED., HILTI HIT HY-200 CUTCHOGUE, NY 11935 / // / // // // / / // // // / 4 A.B.C. FOR SIZE AND REINFORCING /� /// // �/// / // // // ` FOR SIZE AND REINFORCING �/ \\\ \\\\ \ \/\\/\ \ CONT. STRIP FOOTING REINF. \/\ /\ /\ \\ /\ / ADHESIVE ANCHORING SYSTEM Owner: CONT. STRIP FOOTING REINF. \ THRU COLUMN FOOTING THRU COLUMN FOOTING SEE SCHEDULE BRAUN SEAFOOD SEE SCHEDULE 30840 MAIN ROAD,CUTCHOGUE, NY 11935 ( A� COLUMN , FOOTING, L.G. STUD WALL @ EX15T. EXTERIOR WALL P COLUMN , FOOTING, L.G. STUD WALL. @EXIST. EXTERIOR WALL C COLUMN, COOLED, AND INSULATED SLAP @ EXIST. C. M . U . WALL S-301 . 00 ��o I SCALE: I" = I'-0" cJ_30 1 SCALE: I" = I '-O" cJ_30 I SCALE: 1" = 1'-0" STRUCTURAL DETAILS proj.# 2019-XXX Drawn by: GWN Date: 01/24/20 Checked by: AS scale: AS NOTED page: 13 of 17 1,. . Engineering Services, P.C. NEW YORK CITY: A 630 FIFTH AVE., SUITE 2000 NEW YORK, NY 10" 5" G" LONG ISLAND: C 112 WILSON DRIVE PORT JEFFERSON, NY 11777 C.0 \ PHONE: 60051 G2-54 (50 k5i)STUDS @ 12" \ O J CELL: (631) 560-0259 10 - O.C., ATTACH TO BOTTOM TRACK w/ ~\ FAX: (631) 938-0784 #10 X 3/4"S.M.S EA. SIDE, EA. STUD /q G" FREEZER WALL PANEL N I7 COOT 125-54 (50 ksI) BOTTOM TRACK5u G THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS = , ATTACH TO SLAB w/(2) HILTI X-U P8 POWDER PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE I/2"TYP. 1 112"TYP. ACTUATED FASTENERS @ 32"O.C. DEP INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY 8"CONCRETE SLAB w/#5 WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE CONT. #4 BAR TOP G BARS @ 12"O.C. EA. WAY I DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL P.ETAIIJ BOTTOM OF CURB LN 11g 6 - COLD SIDE ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS PLAN VIEW INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, 8"WIDE CONCRETE d a I m ' SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE FOUNDATION WALL g 4 CONCRETE SLAB w/ � I OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO 5" G" W.W.F GxG W I .4xW I .4 V I THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR EXIST. GRADE d @CENTER OF SLAB o II OTHERS "WARM" 51DE COLD SIDE °• ° ° d �� REVISION: STEEL COLUMN, SEE G" FREEZER WALL PANEL ° ° I 14. ...................................... \ d ° 8" CONCRETE SLAB w/#5 13....................................... FOUNDATION PLAN O d ° d BARS @ 12" O.C. EA. WAY 12....................................... 1 4 �/j d d NEW CONCRETE SLAB INFILL w/W.W.F / �- \\� �, GxG W 1.4xW 1 .4 @ CENTER OF SLAB 11....................................... V- �I 4" CONCRETE SLAB w/W.W. GxG 10....................................... Ln BASE PL.I"x 14"x 14"w/(4) 7/8"0 _ I" MIN. 5 000 PSI ' \/� ° ° ° d ° = EXIST. CONC. SLAB, �� W I .4xW 1.4 @ CENTER OF SLAB 09....................................... HOLES FOR(4) 3/4"0 ANCHOR NON-SHRINK GROUT O CONT. 2x4 \ ° SAWCUT AS REO'D. II 08....................................... BOLTS w/ 10" MIN. EMBED. � � KEYWAY \�j ° 07 .........................................• •... .... \ ° d a d ° ° 06 8"CONCRETE SLAB w/#5 /\ \ \� \� \� \� \� \`" a NEW G" CONCRETE SLAB wi W.W.F GxG BARS @ 1 2 O.C. EA. WAY m �� ° �� �� �� �� ��\��\�/\�� u d a ° ° ° d ° / I CID04. ...................................... W .4xW 1 .4 @ CENTER OF SLAB 4" CONCRETE SLAB w/W.W.F GxG v i ° \\\�\\\'\\\\\\ \ / ° d° . ° °° 03. ...................................... /� / RIGID FLOOR INSULATION \�\�\�\�\�\ d 02....................................... W I .4xW 1 .4 @ CENTER OF SLAB ° \ \ \ \ \ \ 01.STRUCTURAL CORRECTIONS 02/27/20 � a a \\ (SEE ARCHITECTURAL) d — — — °d ° , \\ 4"COMPACTED A.B.C. \//\\�/\\�/ ° ° d ° g ° ISSUE: CONT. CONCRETE ° ° °' ° ° • • ° ° • °° \\ \ \ STRIP FOOTING #4 x 12" DOWELS @ 24"O.C. W/ (2)#4 BAR CONT. ADHESIVE ANCHORING SYSTEM. /\\/ \\ \ /\\ \\ \\ \/\\/\\\� DOB APPR vA G EMBED., HILTI HIT HY-200 °d ° 4"COMPACTED A.B.C. ��/\� � � \ / o L 411 C. RIGID FLOOR INSULATION G (SEE ARCHITECTURAL) J 4"COMPACTED A.B.C. LU IX ° ° Lu \� •° • ° • ° d \�\ RIGID FLOOR INSULATION B L.G. STUD WALL COOLER WALL EXTERIOR WALL C COOLER WALL AND INSULATED SLAB @EXIST. SLAB a (SEE ARCHITECTURAL) S-302 SCALE: I" = 1 '-0" cJ_302 SCALE: I" = I'-0" 4" COMPACTED A.B.C. CONCRETE SPREAD ��\ \ \� \�\\�\\ \\/\\� FOOTING, SEE_SCHEDULE \ \\ \ \ \ y FOR SIZE AND REINFORCING 4"A.B.C. SEE SCHEDULE A TYP. STEEL COLUMN FOOTING COOLER WALL DOB SCAN STICKER 5-302 5CALE: I" = 1'-0" SEAL 4 .�, OF NE s SP y 9 G" 5" G" A ul Lu COLD SIDE COOS I G2-43 (50 ksl)STUDS @ I G N O.C., ATTACH TO BOTTOM TRACK w/ �,o 082359 "WARM" SIDE G" FREEZER WALL PANEL #10 X 3/4"S.M.S EA. SIDE, EA. STUD ROFESSIONP� COOT 125-43 (50 ksl) BOTTOM TRACK, ATTACH TO SLAB w/(2) HILTI X-U P8 POWDER ACTUATED EXIST. C.M.U. WALL A A � 8 FASTENERS @ 32"O.C. TYP. KEY MAP CONCRETE SLAB w/#5 NOTE: BARS @ 12"O.C. EA. WAY CONT. #4 BAR TOP 8" WIDE CONCRETE 4" CONCRETE SLAB w/W.W.F GxG BOTTOM OF CURBh 1A I FOUNDATION WALL SEE ARCHITECTURAL EXIST. CONC. SLAB W I .4xW 1 .4 @ CENTER OF SLAB EXIST. GRADE 2"x 24"CONT. RIGID FOR RISE AND RUN • ° INSULATION oz \ \ \ \ \ \ dd G"CONCRETE SLAB W/ v NOTE: G11T'(P• 1/4" END PL., FLUSH WITH F.F. W.W.F GxG -W 1 .4xW 1 .4 o SEE ARCHITECTURAL d ad d° d @ CENTER OF SLAB — CONCETE FOR RISE AND RUN METALRDECK(SOEOE PLAN)R d • ° a dd° d Mtz d ° //i�\ //\�\ \\� ° d 3/1 G 1\1 /\ /�\\�\\��\\ LL- d TYP. N ' d_ ° , MCI 2 x 10.5 STRINGER TW3I G /. ' , m ° T.O.S. (SEE PLAN) m \\/\\\ 0 MC 12 x 10.5 STRINGER TYP. ' / �j �j �j 12 GA. STEEL PAN WITH /\\\\\\ p %\\j \j \j\\\ \\ 2" CONCRETE TYP. 12 GA. STEEL PAN WITH 3/8"STIFFENER PL. o //\ ° ° \/\ G MIL VAPOR I TYP , STRINGER LOCATION EA. �\ BARRIER 2 CONCRETE TYP. / RIGID FLOOR INSULATION CONT. 2x4 '\X a \�j\\ , // BRAUN SEAFOOD a (SEE ARCHITECTURAL) KEYWAY \ \\ ° \\�\ 4 COMPACTED A.B.C. L3"x 3"x 114"x 4" LG. w/ 112"0 HOLE / 31 I G I-G a �j \ d �j\ FOR 3;8"0 x 3 114" HILTI KWIK BOLT 3 L 1 1/2"x 1 1/2"x 1/4"x 8"TYP. , 3/I G �TyP 30840 MAIN ROAD \/\ a a d d a \ 4"COMPACTED A.B.C. m /\/\ ° \ ' CONT. CONCRETEPANSION ANCHOR OR EQUAL. CUTCHOGUE, NY 11935 \/ EXIST. CONC. \�\ 1/4 END PL. / GA. 1-G WIDE FLANGE BEAM (SEE PLAN) Typ a a STRIP FOOTING / / STRIP FOOTING \ \ ° / CONC. SLAB Owner: / / i TYP. TYP. BRAUN SEAFOOD \\\\\\\\\ \\\\\\; \ \ \j X, ° 3/1 G a 3/1 G 30840 MAIN ROAD,CUTCHOGUE, NY 11935 (2)#4 BAR CONT. PL.3/8"x 4" @ EA. STRINGER a . a a a J < n e ° / \ 4" COMPACTED A.B.C. / \ ° L 1 112"x 1 112"x 114"x 8"TYP. S-302 . 00 /�\� �\ 8Ir <Ty P. 3/1 G I-G STRUCTURAL DETAILS GA. I-G P. prof.# 2019-XXX Drawn by: GWN Date: 01/24120 Checked by: AS D COOLER WALL AND SLAB @EXIST. C. M . U . WALL E EXTERIOR L.G. STUD WALL CONC. SLAB F BOTTOM OF STEEL STAIR TO CONC. SLAB G TOP OF STEEL STAIR TO STEEL BEAM Scale: AS NOTED page: 14 of 17 5-302 SCALE: I" = P-0" 5-302 SCALE: I" = 1'-0" 5-302 SCALE: I" = P-0" ��OSCALE: I" = 1'-0" A.S. Engineering Services, P.C. I 112" I/2" NEW YORK CITY: 1? 630 FIFTH 1/2" 3" 1 1/2" I I 1 1/2 BOLTS, SEE SCHEDULE AVE., SUITE 2000 SHEAR PL., SEE SCHEDULE I 2" 1 112" NEW YORK, NY (2) ROW5 3/4"0 A325N BOLTS @ I 3/4"0 A325N BOLTS @ 3"O.C., I 1/2 LONG ISLAND: L4 x 4 x 3/8 x T.B.D. EA. SIDE OF BEAM w/ 3" O.C., SEE SCHEDULE FOR QTY. 112"CAP PLATE I SEE SCHEDULE FOR QTY. I 13/100 HOLES EA, LEG. SEE SCHEDULE FOR 3/8"STIFFENER PLATE IN 112 WILSON DRIVE i/2" CAP PLATE— ANGLE LENGTH AND NUMBER OF BOLTS LINE WITH BEAM WEB PORT JEFFERSON, NY 11777 X I X PHONE: „, o FAX: (631)938-07849 N ( p W w TYP 3/16 II I - _ L' n CONN. ANGLES It BOLT SCHEDULE o � 3/1 G 0 BEAM "X" DIM. TO ANGLE NUMBER OF A325N BOLT THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS I W W W u u PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE `� " 3/16 DEPTH D IST BOLT LENGTH BOLTS EA. LEG SPACING INSTRUMENTS OF THE ENGINEERS SERVICES FOP,USE SOLELY c w w 0 STEEL WIDE FLANGE BEAM, 8" 2 1/2" G" (2) 3/4"0 3" O.C. WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE N m 3/8"STIFFENER PL. @ TOP m 0 Q SEE FRAMING PLAN 3/1 IS DEEMED THE AUTHOR OF THESE DOCUMUIT5 AND SHALL RETAIII 3/8"STIFFENER PL. @TOP — AND BOTTOM OF SHEAR I/2 10" 3 I/2" 6" (2) 3/4"� 3" O.C. ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS AND BOTTOM OF SHEAR PLATE. LOCATE STIFFENER STEEL WIDE FLANGE BEAM, INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, PLATE. LOCATE STIFFENER I SEE FRAMING PLAN 12"TO 14" 3" 9" (3) 3/4"0 3" O.C. SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE PL. @MID-HEIGHT FOR PL. @ MID-HEIGHT FOR 0 BEAMS 21"AND GREATER ( I ) S I D E 15"TO 17" 3" 12" "0 3"O.C. OWNER OR OTHERS ON OTHER PROJECTS,FOP,ADDITIONS TO BEAMS 21"AND GREATER THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OP,FOR III WIDE FLANGE BEAM, II 18"TO 20" 3" 15" (5) 3/4"0 3" O.C. OTHERS STEEL COLUMN, SEE WIDE FLANGE BEAM, 21"TO 23" 3" 18" (6) 3/4"0 3" O.C. II SEE FRAMING PLAN FOUNDATION PLAN SEE FRAMING PLAN II „ I BOLTS, SEE SCHEDULE 2 1 1/2 REVISION:II I III 24"TO 26" 31114 (7) 3/4"0 3" O.C. L3 1/2"x 3 1/2" " " "x 3/8 x LEA. SIDE. STEEL COLUMN, SEE I SEE I L4"x 4"x 3/8"x T.B.D. EA. SIDE OF BEAM w/ I/2" 14. ...................................... FOUNDATION PLAN SCHEDULE SEE SCHEDULE FOR ANGLE LENGTH _L�A 2" I I/2" AND NUMBER OF HOLES 13/100 HOLES EA. LEG. SEE SCHEDULE FOR 13. ...................................... I/2" ANGLE LENGTH AND NUMBER OF BOLTS 12....................................... 11....................................... 10....................................... BEAM "X" DIM. TO NUMBER PLATE WELD BEAM "X" DIM. TO NUMBER L3 1/2"x 3 1/2"x 3/8" X 09....................................... DEPTH "D" 15T BOLT OF BOLTS THICKNESS 51ZE DEPTH "D" 15T BOLT OF BOLTS LENGTH "L" 1 }® 0 08. ...................................... " 2 112" 2 1/2" 3/1 G" FILLET 8 2 112" 2 6 o w w 07 . ...................................... 8 �� N v 06....................................... 1011 0" 3 11211 2 112" 3/1 G" FI LLET 10" 3 112" 2 G" `n 05. ...................................... 04. ...................................... 1 2"TO 14" 3" 3 1/2" 3/1 G" FILLET 12"TO 14" 3" 3 9" 03. ...................................... 02. ...................................... 15"TO 17" 3" 4 5/8" 1/4" FILLET 15"TO 17" 3" 4 12" 01.STRUCTURAL CORRECTIONS 02/27/20 STEEL WIDE FLANGE BEAM, STEEL WIDE FLANGE BEAM, 18" TO 20" 3" 5 3/4" 1/4" FILLET I8"TO 20" 3" 5 15" SEE FRAMING PLAN 1/2" SEE FRAMING PLAN 21"TO 23" 3" 6 3/4" 5/1 G" FILLET 21"TO 23" 3" 6 18" STEEL WIDE FLANGE BEAM, ISSUE: -- 24"TO 26" 3" 7 3/4" 5/16" FILLET 24"TO 26" 3" 7 21" (2) SIDES SEE FRAMING PLAN 27"TO 29" 3" 8 3/4" 5/1 G" FILLET 27"TO 29" 3" 8 24" DOB APPROVAL TYP. STEEL BEAM TO COLUMN WEB CONN . B TYP. 5TEEL BEAM TO COLUMN FLANGE CONN. C STEEL BEAM TO STEEL BEAM CONNECTION S-303 I" = I'-o" 5-303 I It = I '-o" 15-303 SCALE: 1" = I'-o" X-BRACE. SEE FRAMING SECTIONS STEEL WIDE FLANGE BEAM, 114 HILTI PLASTIC MESH SCREEN SEE FRAMING PLAN 114 3/8"SHEAR PL. w/ (2) 1311 CIO HOLES TUBE w/ 112"0 HAS THREADED ANCHORS w/ HILTI HIT HY-270 (2) 3/4"0 A325 BOLTS ADHESIVE ANCHORING SYSTEM. SEE ESR-4144 EXIST. C.M.U. WALL NEW 3/8" BENT PL. WALL TIES Oo ALONG TOF OF GIRT @ I G" O.C. I' 4" 11-411 ® 3 �� DOB SCAN STICKER HORIZ. MAX. w/ 0/100 HOLE IN 2 VERT. LEG. 1/2" 1/2" — — — — STEEL COLUMN, SEE \ FRAMING PLANS � ® o I � o 3/16 II, (y) \ o w I I N CONT. C 10 x 15.3 _ _ _ _ _ _ = ilk — _ _ _ � _ 0. / SEAL O N SSP y�0 ® III I ® \` I STEEL COLUMN, SEE ® ® *co I/4 2-12 FRAMING PLANS �h w 1/4 2-1 2 III X12 ® ® '�' ;� 2 ., NOTE: Ii (2) 3/4"0 N O 082359 W 12 BEAM, SEE FOR BEAM TO I A325 BOLTS A90FESS10NP� FRAMING PLANS COLUMN CONNECTION II I SEE DETAIL: C X-BRACE. SEE 3/8" SHEAR PL. w/ (2) 13/1 6 0 HOLES 114 STEEL COLUMN, SEE FRAMING PLANS 5 304 FRAMING SECTIONS STEEL WIDE FLANGE BEAM, i/4 SEE FRAMING PLAN KEY MAP D STEEL GIRT TO COLUMN EXIST. C. M . U . WALL E X-BRACE TO STEEL BEAM COLUMN F X-BRACE TO STEEL BEAM COLUMN ��OSCALE: I" = I'-O" 5-303 I" = I '-O" S I 11 = I'-O"-303 c? VERCOR 9/16" 22 GA. SHALLOW DECK. � CONCRETE FLOOR OVER ATTACH w/#12 SELF-DRILLING.o SCREWS IN 36/4 PATTERN @ EA. 2 I/2" MIN. SEE FRAMING PLAN FOR ROOF 3/4"0 A325 BOLT METAL DECK(SEE PLAN). FOR DECK TO FRAMING SUPPORT. DECK SPECIFICATIONS SEE DETAIL 1/5-303 7/811 3" 2 1/8" \ • ° °• ° ° r •° • � 3/8"SPLICE PL. w/ T.O.S. (SEE PLAN) m -�--- BRAUN SEAFOOD (1) 13/I o"0 HOLE 30840 MAIN ROAD `\j CUTCHOGUE, NY 11935 N Owner: STEEL BAR JOIST STEEL BAR JOIST BRAUN SEAFOOD (SEE PLANS) (SEE PIANS) 30840 MAIN ROAD,CUTCHOGUE,NY 11935 I/4 Wp. STEEL BAR J015T 3/1 G 2 S-303 . 00 X-BRACE. SEE STEEL BAR JOIST 7/8 (SEE PLANS) STEEL WIDE FLANGE BEAM, 3/1 G 2 FRAMING SECTIONS STEEL BEAM, SEE FRAMING PLANS (SEE PLANS) 3'-0" SEE FRAMING PLAN PL.I/2"x 5" @ 48"O.C. TYP. STRUCTURAL DETAILS proj.# 2019-XXX Drawn by: GWN G X-BRACE CENTER CONNECTION (�_H� FLOOD DECK FRAM I NG TO STEEL BEAM I METAL DECK ATTACHMENT TO FRAMING � ROOF FRAMING TO STEEL BEAM Date: 01/24/20 Checked by: AS 5-303 1 11-0'I �01 SCALE: 1" = 1'-O" �O3 1 It = 1'-O" SCALE: I" = 1'-O" scale: AS NOTED page: 15 of 17 5-303 r"r.S. Engineering Services, P.C. NEW YORK CITY: 10" SPAN I Oil SPAN _ 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: I CONCRETE FLOOR OVER CONCRETE FLOOR OVER METAL DECK(SEE PLAN). I I METAL DECK(SEE PLAN). 112 WILSON DRIVE I I 3/16 N2 FOR DECK TO FRAMING SEE ARCHITECTURAL FOR PORT JEFFERSON, NY 11777 I FOR DECK TO FRAMING CONT. 1/8" BENT PL. I I 311 6 2 SEE DETAIL 1/5-303 CONT. 1/8" BENT PL. I I 3/1 G 2-1 2 SEE DETAIL 1/5-303 GUARDRAIL PHONE: POUR STOP TYP. I I POUR STOP TYP. 3/8"STIFFENER PLATE IN T�i • I 3/8"STIFFENER PLATE IN I • a a • FAX: (631)938-0784 9 LINE WITH BAR JOIST I I ° LINE WITH BAR J015T I 112" BEAM I FLANGE WD. MARINOWARE WSC800. ATTACH TO I CONCRETE FLOOR OVER THE DPAWIfJGS,SPECIFICATIONS At ID OTHER DOCUMENTS MARINOWARE W5C800. ATTACH TO STUDS w/ (4)#14 SHOULDERED SCREWS METAL DECK(SEE PLAN). 3"CONCRETE OVER TYP THE DPA BYTHE ENGINEERING FORTHIT PROJECT MF STUDS w/(4)#14 SHOULDERED SCREWS I AND TO BEAM WEB w/(4) HILTI #1 2 5-MD O 8 9/I G" METAL DECKARE AND TO BEAM WEB w/(4) HILTI #12 5-MD 3/I G 2-12 FOR DECK TO FRAMING 3/1 G IN5TRUMENT5 OF THE ENGINEERS SERVICES FOR USE 50LELY 1 2-24 x 1 1/4" w/ HWH5 SELF-DRILLING 8 O Q 1 2-24 x 1 1/4" wl HWH5 SELF-DRILLING SEE DETAIL 1/5-303 WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER 5HALL BE SCREW5 ON BEAM WEBS UP TO 114". FOR [J SCREWS ON BEAM WEBS UP TO 1/4". FOR I I DEEMED THE AUTHOR Of THESE DOCUMENTS AND SHALL RETAIN BEAM WEBS THICKER THAN I/4" USE HILTI BEAM WEBS THICKER THAN 1/4" USE HILTI a ° , ° a ALL COMMONLAW,STATUTORY AND OTHEP,RESERVED RIGHT5 X-EWGH POWDER ACTUATED FASTENERS I a ,, — —° �— — INCLUDING THE COPYRIGHT. THE EfIGINEER'S DRAWING5, X-EWGH POWDER ACTUATED FASTENERS I SPECIFICATIONS AND OTHER DOCUMENTS 5HALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECT5,FOR ADDITIONS TO 3/1 G I I 3/1 G I I THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR 3/1 G I I STEEL BAR JOIST 3/1 G OTHERS SEE ARCHITECTURAL FOR EXTERIOR I I (SEE PLANS) SEE ARCHITECTURAL FOR EXTERIOR--fes I I WIDE FLANGE BEAM STEEL BAR JOIST SHEATHING AND FINISH i i PL.112"x 5" @ 48"O.C. SHEATHING AND FINISH i (SEE PLAN) (SEE PLANS) REVISION: GODS I G2-43 (50 k50 STUDS @ I G" I 3/1 G N 2 00051 G2-43 (50 k51) STUDS @ I G" I 14. ...................................... O.C., ATTACH TO BOTTOM TRACK wl I O.C., ATTACH TO BOTTOM TRACK w/ I I L 1 1/4"x 1 114"x 114" STEEL BAR J015T 13. ...................................... #10 X 3/4"5.M.5 EA. SIDE, EA. STUD I I 3/1 G 2 #10 X 3/4"S.M.5 EA. SIDE, EA. STUD I I CONT. BRIDGING @ (SEE PLANS) 12. ........•.•........................... I I WIDE FLANGE BEAM I I 8'-0"O.C. MAX. 11....................................... 10. ...................................... i (SEE PLAN) I I WIDE FLANGE BEAM STEEL BAR JOIST 09. ...................................... (SEE PLAN) (SEE PLANS) 08. ...................................... 07. ...................................... 06. ...................................... A EDGE OF MEZZ. DECK EXTERIOR WALL B EDGE OF Mf-ZZ. DECK EXTERIOR WALL C EDGE OF MEZZANINE DECK ( D� BAR J0I15T BRIDGING DETAIL 05. 04....................................... 5-304 SCALE: 1 " = 1'-0" 5-304 SCALE: 1" = 1'-0" S-304 SCALE: 1" = 1'-0" S-304 SCALE: I" = 1 '-0" 02. ...................................... 01.STRUCTURAL CORRECTIONS 02/27/20 ISSUE: -- SEE ARCHITECTURAL FOR TOP OF PARAPET DETAIL SEE ARCHITECTURAL FOR I I DOB APPROVAL COOT 125-43 (50 ksl)TOP TRACK. SEE FRAMING PLAN FOR ROOF EXTERIOR SHEATHING AND FINISH I ATTACH TO STUDS w/#10 X 3/4" 3/1 G 2 DECK SPECIFICATIONS I I COOS I G2-43 (50 ksl) STUDS @ I G" O.C., ATTACH TO BOTTOM TRACK w/ COOT 125-43 (50 k51)TOP TRACK. __ _____"" SEE FRAMING PLAN FOR ROOF 5.M.5 EA. SIDE, EA. STUD 3/1 G 12 COOT 125-43 (50 k51) BOTTOMI I #I 0 X 3/4"S.M.S EA. SIDE, EA. STUD I ATTACH TO STUDS w/#10 X 3/4" 3/I G 2 DECK SPECIFICATIONS TRACK. ATTACH TO METAL DECK w/ I I 5.M.5 EA. SIDE, EA, STUD 3/1 G 2 \. (2) #10x3/4" 5.M.5@ IG" O.C. AND TO STUDS w/#10 x 3/4"S.M.5 I I EA. SIDE, EA. STUD I I 3/I G 2 I = I � 3/1I I — SEE FRAMING PLAN FOR ROOF I I G 2 I I �' I MARINOWARE W5C800. ATTACH TO I DECK SPECIFICATIONS I I I Ai `" I STUDS wl(4)#14 SHOULDERED SCREWS Q Z AND TO BEAM WEB wl(4) HILTI #1 2 5-MD U 9 O O MARINOWARE WSC800, ATTACH TO MAKINOWARE WSC800. ATTACH TO I 1 2-24 x 1 114" wl HWH5 5ELF-DRILLING STUDS wl(4)#14 SHOULDERED SCREWS STUDS w/(4)#14 SHOULDERED SCREWS SCREWS ON BEAM WEBS UP TO 114". FOR AND TO BEAM WEB w/(4) HILTI #12 5-MD O SIO O AND TO BEAM WEB w/(4) HILTI #12 5-MD O O 8O O BEAM WEBS THICKER THAN I/<1" USE HILTI I I 12-24 x 1 114" w/ HWH5 SELF-DRILLING 12-24 x I I/4"w/HWH5 SELF-DRILLING X-EWGH POWDER ACTUATED FASTENERS I I SCREWS ON BEAM WEBS UP TO I/4". FOR SCREWS ON BEAM WEBS UP TO I/4". FOR I I I STEEL BAR J015T BEAM WE155 THICKER THAN I/4" USE HILTI BEAM WEBS THICKER THAN 114" USE HILTI I I STEEL BAR JOIST (SEE PLANS) of X-EWGH POWDER ACTUATED FASTENERS X-EWGH POWDER ACTUATED FASTENERS SEE ARCHITECTURAL FOR I I PL.I/2"x 5" @ 48" O.C. I I (SEE PLANS I I DOB SCAN STICKER STEEL WIDE FLANGE BEAM, I I 3/1 G 2 EXTERIOR SHEATHING I I STEEL COLUMN I I SEE FRAMING PLAN AND FINISH I I 3/I G 2 BEYOND 5EE ARCHITECTURAL SEE ARCHITECTURAL FOR EXTERIOR I I 3/I G 2 3/1 G 2 FOR EXTERIOR I I SHEATHING AND FINISH I I SHEATHING AND FINISH I I I PL.112"x 5" @ 48" O.C. I + I I STEEL WIDE FLANGE BEAM, STEEL BAR J015T I 6005 I G2-43 (50 k51)STUDS @ I G" I STEEL WIDE FLANGE BEAM, SEE FRAMING PLAN (SEE PLANS) O.C., ATTACH TO BOTTOM TRACK wl I SEE FRAMING PLAN SEAL 00051 G2-43 (50 k51)STUDS @ I G" STEEL WIDE FLANGE BEAM, i #10 X 3/4"5.M.5 EA. SIDE, EA. STUD I I I I O.C., ATTACH TO BOTTOM TRACK w/ SEE FRAMING PLAN I I 60051 G2-43 (50 k51)STUDS @ I G" #10 X 3/4" 5.M.5 EA. SIDE, EA. STUD 3/1 G N 2O.C., ATTACH TO BOTTOM TRACK wl OF NE 3/1 G 2 I I I #10 X 314"S.M.5 EA. SIDE, EA. STUD * A F L.G. STU D WALL TO STEEL FRAM I NG G L.G. 5TU D WALL TO STEEL FRAM I NG h L.G. 5TU D WALL TO STEEL FRAM I NG I ROOF AND WALL FRAMING TO 5TEEL BEAM " - rrW SCALE: I" = 1 '-0" SCALE: I " = 1 '-0" SCALE: I" = I '-O" SCALE: I 11 = I'-0" 9 � O X8235 5-304 S-304 -304 5-304 'O90F �(), ' ESs COOT 125-43 (50 k51)TOP TRACK. SEE FRAI✓11NG PLAN FOR ROOF DECK SP.CIFICATIONS KEY MAP SEE ARCHITECTURAL FOR TOP ATTACH TO STUDS w/#10 X 3/4" OF PARAPET DETAIL S.M.5 EA. SIDE, EA. STUD I I SEE FRAMING PLAN FOR ROOF SEE ARCHITECTURAL FOR EXTERIOR \ COOT 125-43 (50 ksl)TOP TRACK. I ATTACH TO STUDS w/#10 X 3/4" __ DECK SPECIFICATIONS SHEATHING AND FINISH SEE ARCHITECTURAL FOR EXTERIOR S.M.S EA. SIDE, EA. STUD � I SHEATHING AND FINISH I MARINOWARE WSC800. ATTACH TO STUDS w/(4)#14 I I SHOULDERED SCREWS AND TO BEAM WEB wl(4) HILTI #12 I I 00051 G2-43 (50 k51)STUDS @ I G" \ S-MD 12-24 x 1 114" wl HWH5 SELF-DRILLING SCREWS ONpQ O.C., ATTACH TO BOTTOM TRACK w/ I I I BEAM WEBS UP TO 1/4". FOR BEAM WEBS THICKER THAN IO 11 HO O STEEL WIDE FLANGE #10 X 3/4"5.M.5 EA. SIDE, EA. STUD 1/4" USE HILTI X-EWGH POWDER ACTUATED FASTENERS I BEAM, SEE FRAMING STEEL BAR JOIST GODS 1 G2-43 (50 k51) STUDS @ I G" I L PLAN (SEE PIANS) Lu O.C., ATTACH TO BOTTOM TRACK w/ I Q #10 X 3/4"5.M.5 EA. SIDE, EA. STUD I > CONT. FLASHING AND SEALANT MARINOWARE WSC800. ATTACH TO METAL ROOF TO MATCH EXIST. STUD5 w/(4) #14 SHOULDERS.D SCREWS I CONT. FLASHING AND SEALANT COOT 125-43 (50 ksl) BOTTOM TRACK. AND TO BEAM WEB w/(4) HILTI #12 5-MD p O U OO O 12-24 x I 114" w/HWH5 SELF-DRILLING iUI U METAL ROOF TO MATCH EXIST. ATTACH TO EA. JOIST w/ (2)�10 x 3/4" 5.M.5@ IG"O.C. AND TO5TUD5w/ - - - - - - - - - - - - SCREWS ON BEAM WEBS UP TO 114". FOR I I I I #10 x 3/4"5.M.5 EA. SIDE, EA. STUD BRAUN SEAFOOD BEAM WEBS THICKER THAN 114" USE HILTI X-EWGH POWDER ACTUATED FASTENERS I Ir—A _ COOT I 0 k5BOTTOM TRACK. I I _ _ _ TOE ATTACH TO EA.. J015T w/(2)#10 x 3/411 30840 MAIN ROAD I I - - - - - - - - - - - - - - - - - - S.M.S@ IG"O.C. AND TO STUDS w/ CUTCHOGUE, NY 11935 I I 7 #10 x 3/4"S.M.5 EA. SIDE, EA. STUD SEE ARCHITECTURAL FO'2 EXTERIOR I STEEL BAR JOIST — — — — — — — — — — — — — — — — — — "C"JOIST, SEE FRAMING PLAN. STEEL WIDE FLANGE BEAM, owner: SHEATHING AND FINISH I I (SEE PLANS) OR J5T TO CHANNEL CONNECTION SEOEI DETAIL 15/5-305SEE FRAMING PLAN BRAUN SEAFOOD I I STEEL WIDE FIANCE BEAM, "C"JOIST, SEE FRAMING PLAN. 30840 MAIN ROAD,CUTCHOGUE, NY 11935 SEE FRAMING PLAN FOR J015T TO BEAM CONNECTION C 10 x 15.3 LEDGER 6005 I G2-43 (50 ksl)STUDS @ I G" SEE DETAIL A/5-305 STEEL WIDE FLANGE BEAM, S-304 . 00 O.C., ATTACH TO BOTTOM TRACK w/ SEE FRAMING PLAN 3/1 G I-G I I #10 X 3/4"5.M.5 EA. SIDE, EA. STUD 3/1 G I-G STRUCTURAL DETAILS proj.# 2019-XXX Drawn by: GWN ROOF AND WALL FRAMING TO STEEL BEAM K L.G. STUD WALL TO STEEL FRAMING rL L.G. STUD WALL TO STEEL FRAMING Date: 01/24/20 Checked by: AS �O4SCALE: 1" = 1 '-0" �O4SCALE: I ��-0 I 5-304 SCALE: 1 1 _ �I -O — � 11 scale: AS NOTED page: 16 of 17 A.S. Engineering Services, P.C. NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY 5HEARWALL END COLUMN. LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 r PHONE: WHERE BRACING TERMINATES AT BUILD-UP CELL: (631)560-0259 JAMB OR P05T, EXTEND CHANNEL INTO FAX: (631) 938-0784 PUNCH-OUT. ATTACH W/ CONNECTOR PER -k X TABLE 3 U51NG (2) # 10- I G SCREWS TO J JAMB/POST AND (2) # 10- 16 SCREWS TO THE DPAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE U-CHANNEL INSTRUMENTS OF THE ENGINEERS SERVICES FOR U5E 50LELY x x WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE 1/8 F DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN 1/8 ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS 1 INCLUDING THE COPYRIGHT. THF ENGINEFR5 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE _ _ _ _ — — — — — — x x OWNER OR OTHERS ON OTHEP,PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOP,COMPLETION OF THIS PROJECT BY OR FOR OTHERS CLIP ANGLE CONNECTOR, — — — — — — — — ATTACH U51NG (4) # 10- 1 G REVISION: SCREWS. CLIP ANGLE TO BE PLACED AT EACH STUD. 13....................................... COLD-FORMED STEEL JOIST, COLD-FORMED STEEL JOIST, 12....................................... SEE FRAMING PIAN STRUCTURAL STEEL CHANNEL, SEE FRAMING PLAN CRC TYP. 11....................................... WIDE FLANGE STEEL BEAM, -7 SEE FRAMING PIAN 10....................................... SEE FRAMING PLAN MARINOWARE 12 GA. BH MARINOWARE 12 GA. BH TYP. LATERAL BRACING SPLICE USE ( 1 ) 09 JOIST HANGER TYP. J015T HANGER TYP. 12 LONG CRC INVERTED OVER 07. ...................................... CENTER OF SPLICE W/(3)# 10- 1 G 06....................................... SCREWS ON EACH 51DE OF SPLICE. 05....................................... 04. ...................................... 03....................................... A LIGHT GAUGE STEEL J015T TO STEEL BEAMB LIGHT GAUGE STEEL JOIST TO STEEL CHANNEL C LATERAL STUD SHEARWALL BRACING 02. ...................................... 01.STRUCTURAL CORRECTIONS 02/27/20 ��ON.T.S. �5-305N.T.S. 5-305 N.T.S. ISSUE: -- DOB APPROVAL STEEL BAR JOIST, SEE FRAMING PLAN 9 DBL. NUT DOB SCAN STICKER BOTTOM CHORD 1/2"0 THREADED ROD HANGERA ( A SEAL T o < OF NSIV TURNBUCKLE I IT GOOTI 25-43 (50 k51)TOP TRACK. SEE FRAMING PLAN FOR ROOF Q� ��5 SPy ATTACH TO STUDS w/#10 X 3/4" —l_ 3/1 6 2 DECK 5PECIFICATION5 r—=--=_-__ S.M.S EA. SIDE, EA. STUD 3/16 2 r— A I I I I I JI I \ 2 112"0 THREADED ROD HANGER I I N N I 1 OA 082359 I I N I I R°FFSS1oNP� I I INSULATED COOLER ROOF PANEL MARINOWARE W5C800. ATTACH TO I I MARINOWARE W5C800. ATTACH TO STUDS w/(4)#14 SHOULDERED SCREWS STUDS w/(4) #14 SHOULDERED SCREWS AND TO BEAM WEB w/(4) HILTI #12 5-MD 8 BIO AND TO BEAM WEB w/(4) HILTI #12 5-MD I� UIO O KEY MAP 1 2-24 x 1 1/4" w/ HWH5 SELF-DRILLING U U 1 2-24 x I I/4" w/HWHS SELF-DRILLING SCREWS ON BEAM WEBS UP TO 114". FOR SCREWS ON BEAM WEBS UP TO 114". FOR BEAM WEBS THICKER THAN I/4" USE HILTI I BEAM WEBS THICKERTHAN 1/4" USE HILT[ I STEEL BAR J015T X-EWGH POWDER ACTUATED FASTENERS I X-EWGH POWDER ACTUATED FASTENERS I I (SEE PLANS) I I I I 5Tc1L WIDE FLANGE BEAM, I I 3/1 G 2 =FRAMING PLAN SEE ARCHITECTURAL SESEE ARCHITECTURAL FOR EXTERIOR I I 3/1 G 2 FOR EXTERIOR I I SHEATHING AND FINISH I I PL.1/2"x 5" @ 48"O.C. SHEATHING AND FINISH PL. I/4"x 4" x 4" I I GODS 1 G2-54(50 k51)STUDS @ 12" I STEEL WIDE FLANGE BEAM, O.C.,ATTACH TO BOTTOM TRACK w/ I I SEE FRAMING PLAN DBL. NUT I #10 X 3/4"S.M.S EA. SIDE, EA. STUD I I COOS I G2-54 (50 k51)STUDS @ 12" O.C., ATTACH TO BOTTOM TRACK w/ #10 X 3/4"S.M.S EA.SIDE, EA. STUD ('D' ROOF PAN EL TO ROOF FRAM I NG E L.G. 5TU D WALL TO STEEL FRAMING F ROOF AND WALL FRAMING TO STEEL BEAM BRAUN SEAFOOD SCALE: 1 :3 5-305 SCALE: 1" = 1 '-0" 5-305 SCALE: I" = 1'-0" 5-305 30840 MAIN ROAD CUTCHOGUE, NY 11935 Owner: BRAUN SEAFOOD I 30840 MAIN ROAD,CUTCHOGUE,NY 11935 S-305 . 00 STRUCTURAL DETAILS prof.# 2019-XXX Drawn by: GWN Date: 01/24/20 Checked by: AS scale: AS NOTED page: 17 of 17 ±107'-4" ±68'-0" ±39'-4" existing M ii h -- a � I CID +y Existing M a c r ii n -a Mech. �9 Architect existing overhead door 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 it fax. 631 686-6786 Existing Existing ; Existing Existing r) M email. MMacrina@optonline.net web. MMArchitectAIA.com Lobster Storage A5.2 0 Freezer '; I Freezer Loading Area ; ; These plans are an instrument of service and are I the exclusive fi Infringements of the cy of the lt concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, ±22'-5" ±21'-6" ±21'-7" ±38-0" no part of the plans may be reproduced without the expressed written consent of the architect. ----- ao L J I "d _ 4 - - - - - - - - - - - - 4 BELFORt6) Existing Freezer I I 0 PROPERTY RESTORATION ±27'-11 37'-6" 60 Raynor Ave. ±22'-6" ±13'-4" Ronkonkoma, NY 11779 Existing _ phone (631) 471-2300 N Freezer fax 631) 471-2905 I Proposed I exact rack layout to existing Dry Storage be finaliz d w/owner ' ice storage 4ftx4ft freezer walls— Top alls Top of Slab Top c f Slab Datum: 0'-0" Datum: 0'-0" Dates proposed poured concrete pad 8/2/19 Existing Conditions Lo rn 4 ft x a ft 8/28/19 PreliminaryDesign 0 o I compressor g -H a LO 9/18/19 Preliminary Design -E cc3 11/22/19 Issued to Building Department o %��k(Sa1'1 ompre so 12/19/19 Building Department Comments 0' o Q,ad I,rt •freezer walls I ( N 446' J 52" 58'-3 " 4ftx4ft E compressor 7 I O � A I ° r\ 0 I --� A5.1 °' �P�5. `° Proposed , 0 > ' Fre rea E o B °1 exact rack layout to (2,755 s.f.) 2 No. Date Description be finalized w/owner 17R(11 Project __-`-rr I railing to code I freezer walls Repair o f each side 42"tall railing _ S Exist' Exist' - _ - - - - - - - 2 2 Stora a V/ 2 Stora e I ; � — — — -IN Fire Damage I I I04 i I I I I O area of mezzanine= 864 s.f. I E3 E___— open to below I' a of ezza ne a e Top ofSlab I © I 3T-22" Datum: 0'-0" I I I I 0I I I I B N For -a I I I V :ni I Ca I ; to o L I I N / �/ / I1 11171 111 1 177' CD —0 CD1 r+ roposed ,se Utilitym. o o B A Braun SeafoodExisting 1 ' r I r o Office �/ Mezzanine Floor Plan Company 0-- - – – – 1 +, Exist'g /$ ' = , '-0 30840 Main Road 0 (J Bath JDa — pro ert y I i n e — Cutchogue, NY 11935 ±8'-2" ±60'-42" 6'_0" Jurisdiction ±68'-62" 3-0" = - Town of Southold 2 Suffolk County r- - s- -� A2.2 / o Buildin B - Drawn By D C.8 C B A5.2 q —- -- J.L. \ Checked By : Wall Details Located on sheet A2.2. -- - - M.A.M. TYPE A TYPE B Job No. 1938 Sheet Title Floor Plan FLOOR PLAN LEGEND DOOR SCHEDULE Floor Plan DOOR FIRE Exist'g Wall 51Z RATING NOTES MARK LOCATION TYPE MATERIAL LABEL plan north New Framed Wall WIDTH HOT THK A FREEZER AREA A 3'-0" 7'-O" 1-3/4" INSULATED METAL NA PANIC, HARDWARE ON EXTERIOR DOOR New Freezer Wall B FREEZER AREA A 3'-0" 7'-0" 1-3/4" INSULATED METAL NA C UTILITY ROOM A 3'-0" 7'-0" 1-3/4" METAL NA Indicates Wall Type 0-- D BATH A 3'-O" 7'-0" 1-3/4" METAL NA Sheet Number (see sht.A2.2 for details) E 5TORAOE A 3'-O" 7'-O" 1-3/4" INSULATED METAL NA PANIC HARDWARE ON EXTERIOR DOOR Area of reconstruction F STORAGE B 6-0" V-O" 1-3/4" INSULATED METAL NA OVERHEAD DOOR G FREEZER AREA 6'-O" T.B.D. i I INSULATED METAL NA SLIDING DOOR 2ml _ 25 ga. steel track top & bottom �-- E. Underside of roof deck 25 ga. steel track top & bottom Gyp. Board ��I � � � 15"-18° Underside of roof deck 1 , (1) Layer of 5/8 Ea. Side, Tape =y i� { 54" MIN. 6,_6„ & (3) Coats Spackle all Joints. I - 42" MIN. 12" Underside of Finish'd Clg. Underside of Finish'd CIg. t Igh Zra EF 4" 5'-8" 6" I { if applicable 36" MIN. 6 (hold) SOLID WOOD BLOCKING 0 16"-18" CD Green Board I I Gyp. Board M --a r n 7 � \ 5 (1) Layer of 5/8" Ea. Side, Tape I I (1) Layer of 5/8" Ea. Side, Tape 00 00 & (3) Coats Spackle all Joints. j & (3) Coats Spackle all Joints. A I'"C ite. c l l 4 A.N.S.1.117.1 -2009 l � 1� section 604.3 Insulation Insulation 60"x56"clearance 3-1/2" Batt 5-1/2" Batt 21 Main Street Stony Brook NY 11 r 5 2 at toilet Metal Studs _ Metal Studs 24' min. ' 4 _ � Z ° ° - d x I � �r - 3-5/8" 22 go. @ 16" o.c. 6" 22 a. 16" o.c. phone. 631 686-6585 3 ;;, '�' �' -- I : g fax. 631 686-6786 Acoustical Sealant, Top & Bottom Acoustical Sealant, Top & Bottom 'r' "� I I email. MMacrina@optonline.net "' z 40 Top of Slab Top of Slab 8 web. MMArchltectAIA.com These plans are an instrument of service and or 14-7/8" Actual EF ® 7-1/4 ACtU01 the exclusive property of the architect. 5" Nominal 8" Nominal Infringements of the concepts and design ideas O j \ — presented on these drawings shall be prosecuted I/ NON RATED PARTITION NON-RATED RATED PARTITION Mi the fullest extent of the law. Copyright serve Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without i the expressed written consent of the architect. Bathroom Interior Elevations �' Scale: 1 1/2" = 1'-0" Scale: 1 1/2" = 1'-0" 1 /2 O o � ao i 60 sP�209 TOILET QQ GRAB BARS AMERICAN STANDARD" ENLONGATED CADET " " \ P eci B E L FO R „ 1 1/2 DIA. STAINLESS STEEL BOBRICK #8-6806 (SIZE PER DRAWING) _ _ � Proposed MODEL NO. 2168.128 ( 18 HIGH WATER SAVER) OR APPROVED EQUAL - ALL GRAB BARS ARE TO BE MOUNTED 33"-36" A.F.F. _ WITH CLOSE - COUPLED TANK WITH PROVIDE WOOD BLOCKING IN WALL AS REQUIRED REAR GRAB BAR TO BE -—- - i Corrugated Metal Siding OLSONITE #95 OPEN FRONT SEAT(NO COVER) 36" LONG,SIDE GRAB BAR TO BE 42" LONG- GRAB BARS,FASTENERS, AND �� I IjI i to match existing PROPERTY RESTORA710N COLOR = WHITE MOUNTING SUPPORTS SHALL WITHSTAND A MIN. OF 250 LB. FORCE IN BENDING, Bath ' 1 I SHEAR AND TENSION � �� � � ', Imo--� 60 Raynor Ave. 5/8" DensGlass Fireguard Ronkonkoma, NY 11779 2 LAVATORY ( l " " s HANDICAPPED TILT MIRROR � I Sheathing "KOHLER" #K-2805-B OR TOTO #LT307 I I I hone 631 471-2300 "BOBRICK #B-293 OR APPROVED EQUAL - I T vek BuildingWrapp ( ) SCALD PROTECTION MOUNTED 40" A.F.F. MAX. To EDGE OR REFLECTIVE SURFACE "' I: I fax (631) 471-2905 I I Gyp. Board WATER SUPPLY & DRAIN LINES UNDER LAVATORY � LIQUID SOAP DISPENSER I: 1 Layer of 5 8" Type 'X' SHALL BE INSULATED W/ NEW � i O y / yp gyp. bd., Tape "TRU BRo" 102W + 105W ADA INSULATION GO-JO INDUSTRIES" #1919-04 OR APPROVED f I & (3) Coats Spackle all Joints. KIT AND TRAP EQUAL - MOUNTED AT TOP of LAVORATORY BACKSPLASH G ® ELECTRIC HAND DRYER 1 Insulation 4 FAUCET Dates "EXCEL DRYER" #XL-BW-ECO XLERATOR 1 5-1/2" Baitt "KOHLER- #15635 OR APPROVED EQUAL MOUNTED 44" A.F.F. TO CENTERLINE - PROVIDE ELEC. JUNCTION BOX AS REQ'D. A.N.S.1.1I t.1 -2009 i 6" Metal Studs COMPLETE WITH THERMOSTATIC MIXING VALVE section 305.3 ;� 8/2/19 Existing Conditions (CHROME PLATED) TOILET PAPER DISPENSER 3011x48"clear floor I (see structural plans) "BOBRICK" #B-697 OR APPROVED EQUAL space for lavatories I 1 8/28/19 Preliminary Design MOUNTED AT 19" A.F.F. MIN.( TO CENTER INE ) 9/18/19 Preliminary Design I Accessible Bathroom Specifications Bathroom Floor Plan 7-1/4" Actual UL#- U419 11/22/19 Issued to Building Department 8" Nominal 12/19/19 Building Department Comments 1 /2" _ � °-o�� � i2" _ � '-o" 1-HR RATED NONBEARING EXTERIOR WALL Scale: 1 1/2" 1'-0" SCI freezer walls I Corrugated Metal Siding to match existing k. No. Date Description 5 8" DensGlass Gold freezer walls steel column '� Project (see structural dwgs.) freezer walls l Sheathing I . i T vek BuildingWrapRepair of - steel column _�--� - - 2 I 1 G Board (see structural dwgs.) - - - - / III I /I - - - - I I &1) 3a Coats Spackle allbJdointsPe Fire D i I I i i I_i � � _ - - --+- - 1. C° U I I I 25'-O" setback j ( ) I i i O P � I 17R 11"T � ° �:I Insulation r / j I I L0 j j I i I I I I 5-1/2 Batt --- — -- i1 8 1 6" Metal Studs lin of ; For ,railing to c e new steel & I - I 1 I (see structural plans) � mezzanirfe—aI � ,~-� each!ode e con ete stair ; j III j abs e I I 'ii 11- � I N { ,Stair Note-/ O I stair tread depth =��1 " i stair r seer height//--6-3/4 I � 7-1/4 Actual 8" Nominal Braun S (extent of mezzanine) y B � I D iNON-RATED EXT. WALL Company r scale: 1 1/2)p = 1'-0" , 30840 Main Road water o _ cooler lockers '� N o D CUtChOgU@, NY 11935 I B Proposed g g N I I_i Corrugated Metal Siding Locker Room Proposed I I i to match existing Jurisdiction B I j I I p Town of Southold bench � Utility Rm. '1 5/8" DensGlass Gold ,dxisting stl i �' / i I d- °' I I � I ` Sheathing Suffolk County column ,�� �j— j / Freezer walls F I „ 6" 24'-8�" 6" 6" 'by others I i Insulation 1, / 22 8 2 11 -6' I lockers I 5-1/2" Batt Drawn By i i- / J.L. T vek Building Wrap Checked B C C' Proposed z I y � 0 ' � 6-0 wide x 8'-0"tall � I I „ a Bath I overhead door G G G I ( 6 Metal Studs ) M.A.M. dl see structural lans I I kp h � I I Job No. 1938 Property Line �� Sheet Title ' of overhead door — 5-0" 55'-42" NON-RATED EXT. WALL Floor Plan tso'-4�" Scale: 1 1/2" = 1 —0 'E' � Details D f8'-2„ 2 C c.s c B A FLOOR PLAN LEGEND Exist'g Wall New Framed Walls Sheet Number : Locker, Utility, & Storage Floor Plan New Freezer Walls 1 /,4'0 — 1 '-C Indicates Wall Type O -- I _---_-----___--______ _____________________ __________- ___________________., r------------------------------------------------------- M i C�, h .�a E�h, I 1 I 1 1 if 1if 1 1 I ; 1 1 ; -1 1 1 1 -ra ,va : 1 if ; ' Cr i n N.A . 1 , 1 1 if , 1 if I I A rC h i te Ct 1 ' --- -- -- -- - r-----------------------------------------------------1 ----------- —_-_-------_----_------_--- i---------_- j r------------------' ! 21 Main Street Stony Brook NY 11790 --------------—-------------------------------------; I 1 I 1 ;------------- —' phone. 631 686-6585 I I II { 1 L--_-------- ! ! fax. 631686-6786 H 1 email. MMacrina@optonline.net I existing roof structure i web. MMArchitectAIA.com I I I to remain B These plans are an instrument of service and are 1 I the exclusive property of the architect. jj I I Infringements of the concepts and design ideas 1 ; presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: j ! Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without I , the expressed written consent of the architect. { ; I ; 11 II I ---------------- ------------------------------------ ----------- --- - continuous ; 7 [__==-,-r----------------------------- 1 ----------------------T---- -� parapet curb ------- --- ----__-_ 1-_--__--___-1'--_--T--------- ----------------------- I 1 outside of parapet i ITI ' p p r-, I outside of parapet io - ----------- ------------------------------------------------ I ------ --- - _--- -- __-___= 4 3 2 . , B Proposed 2 Corrugated Metal Siding { 2 to match existing I II Architect I i I 21 Main Street Stony Brook NY 1179 y 0 phone.e. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas II I I lI I ! I pr esented on these drawings shall be prosecuted to the fullest extent of the law. copyright 2019.COntl UOUS alum num Michael Mocrino Architect, pc. All rights reserved, - - - -- ----------- ------------- '- no port of the plans may be reproduced without blind flashing ---- the expressed written consent of the architect. ------------ - - -------------- -------------------- 7—------------ -- --__ --------------------------------- ------ ---y--------------- �- ---- ---------------------------- - ------------------------ ---- ----------------- ------ ---- ------ _' — -- BELFOR CC) B�Vr1 SEAFOOD CO PROPERTY RESTORATION 60 Raynor Ave. cv, oGm.w, Ronkonkoma, NY 11779 phone (631)471-2300 ❑ fax (631)471-2905 existing siding to remain Dates 171 ❑ 8/2/19 Existing Conditions 8/28/19 Preliminary Design ° ° 9/18/19 Preliminary Design 11/22/19 Issued to Building Department North Elevation 1/4" = V-011 No. Date Description C.8 C B A A Proposed A5.1 Project 2 Corrugated Metal Siding to match existing A5.1 Repair of top of parapet Fire Damage For I Braun Seafood D Company 1 30840 Main Road A5.2 Cutchogue, NY 11935 top of roof Jurisdiction Town of Southold Suffolk County section thru building Drawn By: J.L. Checked By: � V overhead door to I be selected' o be Job No. light fixture to � ,��� be seleded' 1938 Sheet Title I I section thru ---- = Eleva i, ns building existing grade I I I I F— existing foundation to renain —� i i E--existing foundation to remain--� ----�I r'-----'� ------ r1----1 I`----i Sheet Number: -- L----I------T------------------------------------- —I-------1------------------------------------ T------ A--------�--------------------------- T------------------ �----J existing footing existing footing existing footing to remain West Elevation to remain to remain �A5.2 2 3 4 6"aluminum gutter top of parapet Ad' chiiteCt aluminum leader aluminum leader coordinate location in field I I I coordinate location in field 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 Proposed fax. 631 686-6786 .—Corrugated Metal Siding email. MMacrinaC@optonline.net to match existing web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas 25-0" SETBACK I presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. ———— ——————————————— MC :2 >1 BELFOR (0 PROPERTY RESTORATION 2 60 Raynor Ave. Ronkonkoma, NY 11779 phone (631) 471-2300 fax (631)471-2905 light fixture to ——— light fixture to— be selected II be selected Dates \ I I \I 1� I I � � existing concrete wall to remain 8/2/19 Existing Conditions 8/28/19 Preliminary Design 0 0 9/18/19 Preliminary Design 11/22/19 Issued to Building Department I / I existing foundation to remain I existing foundation to remain existing foundation to remain existing foundation to remain 4 L-----J—— r r -------------------------------------------------- ------------------ ----------------------------------------------------------------- r--------------------------------------------------------------------------------------------A t-----1-----------T---------------------------------------L --------------------------------------T----------- ---------- ----------------------------------- ----------------------------I------1-----------------------------------------T------------------------------------------------- existing footing existing footing existing footing existing footing to remain South Elevation to remain to remain to remain 1/4" = 1 1-01, No. Date Description Project A A B C.8 Repair of Proposed Corrugated Metal Siding Fire Damage T to match existing r2 top of parapet For Braun Seafood Company 30840 Main Road Cutchogue, NY 11935 Jurisdiction Metal roofing to match existing Town of Southold Suffolk County ILO Drawn By: J.L. Checked By: > M.A.M. V. Job No. 1938 / � � am Sheet Title : V Eleva i ns Existing to remain Existing to remain Sheet Number : East Elevation C.8 C B A is EPDM Roofing system 2 I I over tapered insulation A5.1 (see roof plan for specifications) I level curb beyond A5.1 - 1/8"per ft.pitch I _ _ _ _ _ _ top of parapet Miic�. h . - - � _ top of steel T �� ► el. 32'-0" NA a C rI n . i Arch iitoct Freezer ceiling 21 Main Street Stony Brook NY 11790 D Proposed roof structure (see manufacturers specs) 0— (see structural plans) I ( phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net p web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas Align new roof w/ex ting I I presented on these drawings shall be prosecuted to the fullest extent of the low. Copyright(see structural drawings) I pYrht 2019:g Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. I I rn Existing structure L = I Proposed o BELFOR (0 Freezer Area N PROPERTY RESTORATION Freezer walls Freezer walls (see manufacturers specs) I I (see manufacturers specs) 60 Raynor Ave. Ronkonkoma, NY 11779 phone (631)471-2300 fax (631)471-2905 I Dates 8/2/19 Existing Conditions 8/28/19 Preliminary Design Top of Slab To of Slab 9/18/19 Preliminary Design Existing Slab to remain Align new slab Poured Concrete Slab p maintain a min. of 6" w/existing Datum: 0'-0" (see structural plans) Datum: 0'-0" exposed foundation wall 11/22/19 Issued to Building Department existing foundation to remain Section No. Date Description 1/4" = 1 '-O" Project Repair of Fire Damage For tapered wood blocking new%"per EPDM Roofing system foot tappered metal decking g y (see structural plans) over tapered insulation cant strip insulation (see roof plan or specifications) Braun Seafood (2)2"x6"wood blocking metal coping I 1/8"per ft.pitch Company EPDM Roofing system I'I metal decking over tapered insulation (see structural plans) (see roof plan for specifications) 3084 Main Road lap sealant quick seam cover strip 1/8"per ft. pitch as per manufacturers CutChogue, NY 11935 specifications 1-4 1 17771 Jurisdiction j Aluminum Gutter � I Town of Southold Suffolk County 6" Metal Studs Proposed 0 0 Corrugated Metal Siding I 0 0 j to match existing Tyvek Building Wrap 0 0 Drawn By: D A? Tyvek Building Wrap o o J.L. 0 0 2 V. (^ s 0 0 (R-19) Batt. Insulation 5/8"DensGlass Gold �', o o Checked By: v _ , a Sheathing 11P o o > 0 0 j I M.A.M. Steel Beam I�' I i 0 0 `P j (see structural drawings) I Job No. g , �p Proposed I 1938 NS Corrugated Metal Siding IOU to match existing 5/8"DensGlass Gold Sheet Title Sheathing Ut j (R-19)Batt. Insulation Section 6" Metal Studs /41 Detail Detail Sheet Number: ii Ch c'aCk� a C r I n a ArchiitE:� ct 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net 2 3 4 web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. 2 2 Infringements of the concepts and design ideas A5.1 EPDM Roofing system presented on these drawings shall be prosecuted over tapered insulation A5.1 to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, (see roof plan for specifications) � no part of the plans may be reproduced without top of parapet the expressed written consent of the architect. I el. 33'-6" t\ - I ; - - --_ -- - i top of steel el. 32'-0„ Exterior Wall Assembly B E L FO R CC) Corrugated Metal Siding to match existing over 5/8"DensGlass Gold sheathing PROPERTY RESTORATION over 6" metal studs at 16"oc Freezer ceiling w/top and bottom metal track (see manufacturers specs) 60 Raynor Ave. Ronkonkoma, NY 11779 (R-19) Batt. Insulation (R-19)Batt. Insulation phone (631)471-2300 Run EPDM roofing up wall fax (631)471-2905 a minimum of 8" Freezer walls 1 EPDM Roofing system I (see manufacturers specs) A5.2 over 3/4" protection board over roof structure(see structural dwgs.) Dates 1/4"per ft. pitch to o —� P s 8/2/19 Existin Conditions g 8/28/19 Preliminary Design (R-30) Batt. Insulation I I I 9/18/19 Preliminary Design = I CD ,'; 11/22/19 Issued to Building Department Remove top portion of existing N Freezer walls o CMU blocklowall do roof. �to existing M Proposed (see manufacturers specs) � (shed) N Stora e I Proposed concrete slab Freezer Area (see structural dwgs.) 0 o, I I No. Date Description metal joists (see structural dwgs.) Project Proposed Repair of Utility Rm. Fire DamageProposed Proposedexposed foundation wallPoured Concrete Slab Top of Slab Poured Concrete Slab AssemblyTop of Slab maintain a min. 6" (see structural plans) Datum: 0'-0" (see structural plans) Datum: 0'-0" . . _ For .. a a "ex�istfingoundation existing foundation to remain to remain Braun Seafood +'4t Section Company rµ... 1 /4" = 1 '–O.. 30840 Main Road Cutchogue, NY 11935 (2)2"x6"wood blocking Jurisdiction Town of Southold quick seam cover strip lap sealant Suffolk Count as per manufacturers 1/4" per ft. pitch y specifications , I Drawn By: A c Aluminum Gutter ! o o J.L. �� A .4 � ° Checked By: LU 0*�, -A Proposed I ', ° M.A.M. 3orrugated Metal Siding I w to match existing Job No. Tyvek Building Wrap 1938 me' 5/8"DensGlass Gold ; '' roof structure Sheathing I (see structural plans) Sheet Title (R-19) Batt. Insulation 6" Metal Studs ' Sectio li Detail Sheet Number : A.S. I—: 'j�k 'j 5TRUCTURAL NEW YORK CITY:NOTES 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: A. DESIGN LIVE LOADS E. GROUT J. ABBREVIATIONS 112 WILSON DRIVE PORT JEFFERSON, NY 11777 STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING I . PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING THE FOLLOWING LI5T OF ABBREVIATIONS 15 NOT INTENDED TO REPRESENT ALL TM05E USED PHONE: LIVE LOAC15 IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE w/ 2017 NEW PLATES. ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: CELL: (631)560-0259 YORK STATE SUPPLEMENT: 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C FAX:(631)938-0784 G21 . GROUT SHALL BE NON-METALLIC AND NON-STAINING. 1 . BUILDING CATEGORY: II A.F.F. - ABOVE FINISHED FLOOR N.I.C. - NOT IN CONTRACT NTS 2. IMPORTANCE FACTOR: WIND (LW) = 1 .0 F. STRUCTURAL STEEL ALUM. - ALUMINUM O.C. - ON CENTER THE DRAW NG THE ENGINEERING FOR OTHROJECTA E SNOW (L5) 1 .0 * - AND O.D. - OUTSIDE DIAMETER PREPAREDBYTHEENGINGINEE FORTHICE5FO USE INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY SEISMIC (LE) - I .0 I . ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. @ - AT OPP. - OPPOSITE WITH RESPECT TOTHI5PROJECT AND THE ENGINEER SHALL BE BLDG. - BUILDING PLAS. LAM. - PLASTIC LAMINATE DEEMED THE AUTHOR Of THESE DOCUMENTS AND SHALL RETAIN 3. GROUND SNOW LOAD: 20 PSF 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 4G KSI) ALL COMMONLAW,STATUTORY AND OTHERRE5ERVEDRIGHTS 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - CMU - CONCRETE MASONRY UNIT PLYWD. - PLYWOOD INCLUDING THE COPYRIGHT. THE ENGINEER'SDRAWING5, 4. ROOF LIVE LOAD: 20 PSF CONIC. - CONCRETE P.S.F. - POUNDS PER SQUARE FOOT 5PECIFICATION5 AND OTHER DOCUMENTS SHALL BE USED BY THE 5. WIND LOAD: 140 MPH BASIC WIND SPEED ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO STEEL CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE DBL. - DOUBLE P.S.I. - POUNDS PER SQUARE INCH THE PROJECT OR FOR COMPLETION OfTHI5PROJECT BYORFOR WIND EXPOSURE: B " " EA. - EACH P.T. - PRESSURE TREATED OTHERS VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGESLATEST EDITION. DIRECTIONALITY FACTOR, KD: 0.85 4. CONNECTION BOLTS SHALL BE 2" DIAMETER CONFORMING TO A5TM A325, TYPE X. ELEC. - ELECTRICAL REINF. - REINFORCING GUST EFFECT FACTOR, G: 0.85 INSTALL EACH BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER 15 E.P.S. - EXPANDED POLYSTYRENE R.O. - ROUGH OPENING INTERNAL PRESSURE COEFFICIENT, GCPI: ±O. 18 TURNED FOR TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" EXT. - EXTERIOR RUN. - RUNNER ONLY UNLESS OTHERWISE NOTED. F.D. - FLOOR DRAIN SHT. - SHEET 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS - FEET SHTNG. SHEATHING G G. SEISMIC: SEISMIC DESIGN CATEGORY: B GA. - GAUGE SIM. - SIMILAR 5D5 - 0. 187 ON THIS PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. GALV. - GALVANIZED 5-N-L - SNAP-N-LOCK 5DL = 0.079 G. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING GWB - GYPSUM WALL BOARD S.M.S. - SHEET METAL SCREW OPERATORS WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE H. - HIGH SPECS - SPECIFICATIONS 7. FLOORS: 100 PSF "STRUCTURAL WELDING CODE" AWS D 1 . 1 OF THE AMERICAN WELDING SOCIETY TO HORZ. - HORIZONTAL S.S. - STAINLESS STEEL 8. COLLATERAL DEAD LOAD = 15p5f PERFORM THE TYPES OF WELDS REQUIRED ON THIS PROJECT. I.D. - IN51DE DIAMETER STL. - STEEL 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS IN5UL. - INSULATION T*G - TONGUE AND GROOVE B. FOUNDATIONS THAN 3 INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE INT. - INTERIOR TYP. - TYPICAL WASHER WITH EACH ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE L - LENGTH, LONG U.O.N. - UNLESS OTHERWISE NOTED 1 . MAXIMUM PRESUMPTIVE ALLOWABLE: SOIL BEARING PRESSURE FOR NEW FOOTINGS = ERECTED AND LEVELED WITH LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. LAV. - LAVATORY VERT. - VERTICAL ISSUE: - 2,000 PSF. 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LE55 THAN MACH. - MACHINE V.I.F. - VERIFY IN FIELD 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL 2.0 MILS DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL MAX. - MAXIMUM W/ - WITH PRIOR TO PLACING CONCRETE. 55PC PAINT 2, 13 OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD MFR. - MANUFACTURER W.C. - WATER CLOSET DOB APPROVAL 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL CUT EDGES AND SERIOUS ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. MIN. - MINIMUM WD. - WOOD TO REACH FIRM, UNDISTURBED SOIL. 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE M.P.H. - MILES PER HOUR W.H. - WATER HEATER 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF NOTED. MTL. - METAL W/O - WITHOUT PARTITION NEO. - NEOPRENE W.W.F. - WELDED WIRE FABRIC FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE G. STEEL ROOF DECK STRUCTURAL DRAWINGS. 5. ALL FILL IN51DE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, 1 . STEEL ROOF DECK SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT "SDI STEEL ROOF DECK SPECIFICATIONS" AND THE "SDI CODE OF RECOMMENDED K. CONSTRUCTION SAFETY EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE STANDARD PRACTICE, ROOF DECK CONSTRUCTION" OF THE STEEL DECK INSTITUTE CONTENT AS MEASURED BY ASTM DG98 AND 95% AS MEASURE BY A5TM D- 1 157. I 1 . THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING G. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE 2. THE STEEL SHALL HAVE 12" IN DEPTH, 18 GAGE, WIDE RIB AND SHALL BE ZINC COATED. CONSTRUCTION. ENGINEER. 3. PROVIDE ALL RIDGE AND VALLEY PLATES, CANT' STRIPS, SUMPS AND OTHER 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING * GUYING OF 7. FOUNDATION 5UBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL ACCESSORIES TO BE ATTACHED TO THE DECK FOR THE INSTALLATION OF INSULATION, FRAMING AGAINST WIND, CONSTRUCTION LOADS � OTHER TEMPORARY FORCES UNTIL ENGINEERING REPORT. ROOFING AND DRAINAGE. NO LONGER REQUIRED FOR THE SUPPORT OF THE FRAMING. 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE 4. ANCHOR DECK TO STRUCTURAL SUPPORTS AT 12" O.C. MAXIMUM WITH a' DIAMETER 501L (ONE VERTICAL TO TWO HORIZONTAL) PUDDLE WELDS OF 16" DIAMETER SELF-TAPPING SCREWS, UNLESS OTHERV115E NOTED ON L. MISCELLANEOUS DOB SCAN STICKER 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF PLANS. ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE5. FASTEN 51DE LAPS TOGETHER AT 3'-0" MAXIMUM O.C. WITH 8" DIAMETER PUDDLE WELDS I . ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2015 INTERNATIONAL PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL OR DIAMETER SELF TAPPING SCREWS, UNLESS OTHERWISE NOTED ON PLANS. BUILDING CODE AND THE LOCAL ZONING RULES AND REGULATIONS. FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. G. SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOUS ABRASIONS TO THE SHOP 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO COAT WITH ZINC CHROMATE PRIMER CONFORMING TO 55PC PAINT 1 1 . FROM EXECUTING ALL THE WORK IN ACCORDANCE WITH THE BUILDING CODE OF NEW BACKFILLING. YORK STATE, THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL REGULATIONS SEAL 1 1 . CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM HAVING JURISDICTION. THE EXCAVATIONS FOR UTILITIES, ETC. H. CORRUGATED STEEL FORMS p� NE 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS 50 THAT PIPES PASS OVER � 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE , <1_ sp �� I . USE 28 GAGE MINIMUM, GALVANIZED, CORRUGATED STEEL FORMS WITH NOMINAL j CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER PERSONS �Q'����5 yRO THE TOP OF THE FOOTINGS. CORRUGATION DEPTH FOR STAY IN PLACE FORMS. PERFORMING THE WORK. *� e 13. DEWATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE 501L STRUCTURE. 4. THE ENGINEER 15 NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR 2. FURNISH A MINIMUM OF 25 WELDING WASHERS PER 100 SQ. FT. OF FORMS AND z' 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE � :.I * � z, STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE VARIANCE APPROVAL. m ATTACH SHEETS BY PLUG WELDING THE SHEETS AS FOLLOWS: COMPROMISED. © -°082369 A. END LAPS - WELD IN VALLEY OF SIDE LAPS AND MIDDLE OF SHEET (MINIMUM THREE M. SPECIAL INSPECTIONS: C. CONCRETE WELDS AT EACH END OF SHEET). STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20. I 1 . ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS B. INTERMEDIATE SUPPORTS - WELD THE VALLEY OF 51DF LAPS ON EVERY OTHER JOIST 5TEEL CONSTRUCTION - WELDING: BC 1704.3. 1 KEY MAP FOLLOWS: AND IN THE VALLEY OF THE CENTER CORRUGATION ON THE REMAINING JOISTS STEEL CONSTRUCTION - DETAILS: BC 1704.3.2 a. FLOOR SLABS, WALLS 4,000 P51 (X-PATTERN). STEEL CON5TRUCTION - HIGH STRENGTH BOLTS BC 1704.3.3 b. ALL. OTHER CONCRETE WORK 3,000 P51 STRUCTURAL - COLD FORMED STEEL BC 1704.3.4 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 3 18 AND ACI 301 . 3. TO PREVENT LEAKAGE OF CONCRETE AT SIDE PAS, PLACE CONCRETE IN THE OPPOSITE CONCRETE - CAST-IN-PLACE BC 1704.4 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS DIRECTION TO WHICH THE SHEETS WERE ERECTED 50 THAT TOP 5htET RECEIVES WEIGHT FOOTING AND FOUNDATION BC 1 10.3. 1 SHALL BF OF CONCRETE FIRST. CONCRETE SAMPLING AND TESTING TR2 ONLY BC 1905.6, BC 1913. 10 CLASS 2. 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON H. COORDINATION DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING BUILDING DEPT. FORM: 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS 1 . THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE SPECIFIED IN CHAPTER 12 OF ACI 301 . ENGINEER OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS CONCRETE DE51GN MIX - TR3 BC 1905.3, BC 1913.5 G. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. AND BE RESPONSIBLE FOR THE SAME. 7. PLACE 112" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL CONCRETE TESTING WAIVER: SURFACES UNLESS OTHERWISE NOTED. THE WORK MEETS THE EXEMPTION CRITERIA OF BUILDINGS BULLETIN 2009-02G, ITEM IV, AND I D. REINFORCING STEEL HEREBY ELECT TO WAIVE THE REQUIREMENT OF CONCRETE TESTING AND OF THE TR2 FORM AND/OR BRAUN SEAFOOD TR3 FORM. I . BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM AG 15, GRADE 30840 MAIN ROAD GO. THE PROJECT MEETS ALL OF THE FOLLOWING CRITERIA: UTCHOGUE,NY 11935 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 OR ASTM A497. ' 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING 1 . THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS Owner: MANUAL", PUBLICATION 5P-GG. (38 M3); BRAUN SEAFOOD 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO 30840 MAIN ROAD,CUTCHOGUE,NY 11935 PLACING CONCRETE. 2. THE STRUCTURAL DESIGN OF THE CONCRETE 15 BASED ON A SPECIFIED COMPRE551VE STRENGTH, f 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS 'c, NO GREATER THAN 2,500 POUNDS PER SQUARE INCH (PSI) ( 17.2 MPA), REGARDLESS OF THE S-001 . 00 LONGITUDINAL BARS IN FOOTINGS COMPRESSIVE STRENGTH SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION; AND GENERAL STRUCTURAL NOTES 3. THE CONCRETE TO BE PLACED 15 5PECINED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST proj.# 2019-XXX Drawn by: GWN +` 4,000 P51 (28 MPA). Date: 11/21/19 Checked by: AS Scale: AS NOTED page: 1 of 17 d" [/��, / .S. . a� r 1 • LIGHT GAUGE STEEL FRAMING. NEWYORKCITY: T UCTURAL NOTES GEN EpAL S � 630 FIFTH AVE., SUITE 2000 1. ALL COLD ROLLED STEEL STUDS, JOIST & TRACK MILL CERTIFIED NEWYORK, NY STEEL TO MEET: A. ASTM A446-GRADED 14 & 16GA. GALV. STEEL LONG ISLAND: GENERAL NOTES: B. ASTM A446-GRADE A 25 - 18GA. GALV. STEEL 112 WILSON DRIVE 2. ALL STEEL STUDS, JOIST & TRACK SHALL HAVE A LEGIBLE LABEL, PORT JEFFERSON, NY 11777 1 . THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE STAMP OR EMBOSSMENT, AT A MAXIMUM OF 48" O.C., INDICATING ALL FLOORS, ROOFS, WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS THE MANUFACTURER'S NAME, LOGO OR INITIALS, ICBO EVALUATION SERVICE PHONE: REPORT NUMBER, THE MATERIAL BASE METAL THICKNESS (UNCOATED) CELL: (631) 560-0259 REQUIRE. IN .001 in. AND THE YIELD STRENGTH IF DIFFERENT THAN 50 ksi. FAX: (631)938-0784 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS 3. MILL CERTIFICATES SHALL BE MADE AVAILABLE IF REQUESTED. MILL CERTIFICATE TO INCLUDE AS A MINIMUM THE CHEMICAL ARE APPROXIMATE AND ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL COMPOSITION, YIELD STRENGTH, TENSILE STRENGTH, ELONGATION, THE DPAWING5,SPECIFICATIONS AND OTHER DOCUMENTS VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL AND COATING THICKNESS. PREPARED BY THE ENGINEERING FOR THI5PROJECTARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL 4. SCREW VALUES USED IN DESIGN MEET THE AISI SPECIFICATION WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMECONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED E4 FOR SCREW CONNECTIONS. ALL CO THEAUT,STATHOR TORY AND OTHERRF5NTS rR ED RIGLL HTS ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS TO THE ARCHITECT FOR EVALUATION PRIOR TO START OF FABRICATION. ALLOWABLE LOAD IN POUNDS INCLUDIIIG THE COPYRIGHT. THE ENGIfdEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE No.8 (d=0.164in.) No.10 (d=0.190in.) OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, GAUGE THICK.(in.) SHEAR PULLOUT SHEAR PULLOUT THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR ELECTRICAL, AND PLUMBING, ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE 25 0.0188 66 39 - - OTHERS REPORTED TO THE ARCHITECT IMMEDIATELY. 20 0.0346 164 72 177 84 18 0.0451 244 94 263 109 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, 16 0.0566 344 118 370 137 FABRICATION, AND ERECTION PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. 14 1 0.0713 - - 523 173 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY APPLIED LOAD MAY BE MULTIPLIED BY SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 0.75 FOR WIND OR SEISMIC LOADS. d VALUES BASED ON STEEL PROPERTIES OF Fy=33ksi. AND Fu=45ksi. T GENERAL CONDITIONS: RECOMMENDED SCREWS SCREW SIZE GAUGE APPLICATION 1 . ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE #8 SHARP PT x 1-1/4" LONG 20GA. ONLY 1/2" PLYWOOD TO L.G. REQUIREMENTS AS SPELLED OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY #8 x 1/2" LONG SHARP PT 25GA. ONLY FRAMING SCREW ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR TRADES. FAILURE TO READ THESE #8 x 1/2" TEK PT 20GA.-16GA. FRAMING SCREW NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR REQUIREMENTS. #8 PILOT PT. x 1-1/4" LONG 18GA.-14GA. 1/2" PLYWOOD TO L.G. ISSUE: - QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. #8 PILOT PT. x 2" LONG 18GA.-14GA. 3/4" PLYWOOD TO L.G. #10-14 x 3/4" LG HEX TEK PT 18GA.-14GA. FRAMING SCREW 2. ALL CONTRACTORS MUST 'VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS NOTE: MIN. OF 20GA. MATERIAL TO BE USED TO FASTEN PLYWOOD DOB APPROVAL ALL CONDITIONS TO BE MET BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT CONSTITUTE AN EXCUSE 5. L.V.F.-LOW VELOCITY FASTENERS, 0. DN-SERIES 1 LONG OF OF HILTI, INC. (ICBO ES 2388) (MINIMUM OF 3" FROM EDGE OF FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. SLAB AND 3" O.C. MINIMUM SPACING) 3. GENERAL CONTRACTOR 5rALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ALLOWABLE WORKING LOADS IN STONE AGGREGATE CONCRETE ON JOB AND SHALL BE RESPONSIBLE FOR SAME. ALLOWABLE LOAD IN POUNDS CONCRETE STRENGTH 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL 2000 psi 3000 psi GOVERNING AUTHORITIES. TENSION SHEAR TENSION SHEAR PER L.V.F. 90 160 115 225 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, 6. INSTALL ANCHORS PER MANUFACTURER SPECIFICATIONS. AND MECHANICAL DRAWINGS. ALLOWABLE LOAD IN POUNDS2 G. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED AS PER CONCRETE STRENGTH MECHANICAL_ AND ARCHITECTURAL REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON ANCHOR MIN. GAUGE 2000 psi 3000 psi STRUCTURAL AND ARCHITECTURAL DRAWINGS. SIZE EMBED in. TENSIONI SHEAR TENSIONI 305 SHEAR 3/8"0 1 1/2" 20 185 285 230 305 DOB SCAN STICKER 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS 3 18-14 185 285 230 BEEN INSTALLED AND IS STRUCTURALLY SOUND. 1 TENSION VALUES BASED ON SPECIAL INSPECTION NOT REQ'D. 2 ALLOWABLE LOADS BASED ON 100% EFFICIENCY. MINIMUM 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT SPACING = 12 ANCHOR DIAMETERS AND MINIMUM EDGE DISTANCE CORPORATION OR APPROVED EQUAL AND ARE TO BE INSTALLED PER MANUFACTURERS OF 6 ANCHOR DIAMETERS. SEAL SPECIFICATIONS, INCLUDING TORQUE, EMBEDMENT, LENGTH, ETC. 3 AVAILABLE LENGTHS: 3/8"0 1 1/4 AND 1 1/2 INCHES 3 SPECIFICATIONS FOR WELDING SHEET STEEL ��OE NE 7. WELDING PER AWS D1. �y 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE �P S SPy IN STRUCTURES. SPOT VISUAL INSPECTION ONLY FOR FIELD WELDS. �, O FOR THE PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES *� P A G METHODS, SAFETY AND SECURITY ON THE JOB SITE. A5E5 AND IT AGENTS AND GAUGE FILLET WELD ALLOWABLE LOAD J, SIZE lbs/in n .. . W EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD n W HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY 18 1/16 30416 3/32 382 O X82359 AND ALL CLAIMS, LOSSES, SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE 14 1/8 481 AROFESSIONP�' PERFORMANCE OF WORK ON THIS PROJECT. 12 1/8 686 VALUES BASED ON 33ksi STEEL- 50% STRESS 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES LEVEL E60XX ELECTRODES SHALL BE AT THE SOLE DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION 8. MINIMUM SECTION PROPERTIES: KEY MAP FROM ANY REQUIREMENT SHALL NOT BE CONSTRUED AS PERMITTING ANY OTHER ALL SECTIONS TO BE UNPUNCHED EXCEPT DEVIATION. WALL STUDS MAY BE PUNCHED PER ICBO SIZE AND PUNCH SPACING REQUIREMENTS. MEMBER DESIGN Ixjn4 Fy,ksi THICKNESS - ksi 1OXC-PURLIN 16 Go 8.808 50 4SC-STUD 20 Go 0.579 50 SECTION TYPES CHANNEL C-STUD JOIST TRACK S-SECTION S-SECTION T-SECTION U-SECTION BRAUN SEAFOOD 30840 MAIN ROAD 600 S 162 5 6 CUTCHOGUE, NY 11935 i MATERIAL THICKNESS (IN mils, 1 mil =N 1/1000"): Owner V (EX: 54 = 0.056 MILS) BRAUN SEAFOOD FLANGE WIDTH (IN 1/100 INCHES): 30840 MAIN ROAD,CUTCHOGUE, NY 11935 (EX: 162 = 1.62 = 1 5/8") STYLE: (EX: T = TRACK) S-002 . 00 S = STUD OR JOIST SECTIONS T = TRACK SECTIONS U = CHANNEL SECTIONS GENERAL STRUCTURAL NOTES F = FURRING CHANNEL SECTIONS prof.# 2019-XXX Drawn by: GWN MEMBER DEPTH (IN 1/100"): Date: 11/21/19 Checked by: AS (EX: 600 = 6") scale: AS NOTED page: 2 of 17 107'-4" NEW YORK CITY: ±G8'-0" ±39'-4" 630 FIFTH AVE., SUITE 2000 NEW YORK, NY >(n LONG ISLAND: 112 WILSON DRIVE CD PORT JEFFERSON, NY 11777 I I I PHONE: -- CELL: (631) 560-0259 J FAX: (631)938-0784 I I I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENT5 i PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR U5E SOLELY — I WITH RESPECT TO THI5 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHEP,RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, 5PECIFICATION5 AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO r� N coo THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR { � OTHERS I m m i U o - - -- -- -- - -- - - - -- _..-._! C o I J -_ - 4 CURB W8 x 35 F2 W8 x G7 F5 W8 x 35 lf=4\ O ;o Q) Y IN ISSUE: — v Q cn - I (V =I DOB APPROVAL N ❑ N - - I - C - B^C ^C m 5-20I - — -- - - I ( 5 302 5-302 S-201 p 0 = +I Ln I A N +I T- — — F2 I A 5-301 - +I l a I a T.C.J. N 3 - - - - - - - I -— _ I -a - - N - -� - - 3 ) DENOTES 5AWCUT L- — CURB — — -� A F I _I PROPOSED N EDGE OF EXIST. SLAB WS x 35 W8 x 35 S-302 CONCRETE _ W I O x 54Co EQUIPMENT PAD O v 8"CONCRETE SLAB w/#5 BARS v @ I G"O.C. EA. WAY. _ N TOP OF CONCRETE OVER RECE55ED 4" CONCRETE +O'-O" ELEV. SLAB w/W.W.F. GxG DOB SCAN STICKER Nv W 1.4 x W 1.4 OVER 4"A.B.C. N N W8x35 W5 x 35 v W8x35 W8x35 �— — F I r— — F I SEAL �I L IF a I a CURD U RB— a a � 2 I =- I--- - ---- - t i =_ I = - - - �- I --I - - I - - - - �2�) OF NEw L- o — - ��s SP � r 1O� * A _ r w G"CONCRETE SLAB w/ � TOP OF CONCRETE W.W.F. GxG W 1 .4 x W 1 .4 n ' 2 VV OVER 4"A.B.C. Q +0'-0" ELEV. I � I � L' � in in A OOg2359 Q, - oo Opessio N 'IJI I I I LI W8x35 I W8x35 I W8x35 1.4 - - - - - - -- W8 x 35 KEY MAP L r a 1`3 1`3 r F3 ( 1 — - — — — — — 1 ) I I 7I I PROPERTY LINE m O N m m +I N I I I O Q o I � SPREAD FOOTING (F) SCHEDULE 5" BRAUN SEAFOOD MARK SIVE (LENGTH x WIDTH x DEPTH) REINFORCING 30840 MAIN ROAD 7'-3" 1 9'-7 3/4" 19'-8 3/8" 15'-8 3/8" I I I" F I 72." x 72" x 24" (7) #4 BARS EA. WAY, CUTCHOGU , NY 11935 TOP t. BOTTOM GO'-4 112" F2 GO" x GO" x 24" (G) #4 BARS EA. WAY, TOP t. BOTTOM owner: D(4) #4 BARS EA. WAY, C.S ( C B) A BRAUN SEAFOOD F3 3E„ x 30 x 24 TOP t BOTTOM 30840 MAIN ROAD,CUTCHOGUE, NY 11935 #4 BAR5 @ 12” O.C. EA. L(] F4 72"' x 3G" x 24" WAY, TOP * BOTTOM CID GO" x 30" x 12" #4 BARS @ 12" O.C. EA. NOTES: FO- 100 . 00 AWAY, TOP * BOTTOM 1 . TOP OF FIRST FLOOR SLAB ELEVATION = +0'-0"' FOUNDATION PLAN fAh2. SLAB TO BEG" OF 4,000 PSI CONCRETE W/ W.W.F. Gx6 W I .4 x W I .4 prol.# 2019-XXX Drawn by: GWN FOUNDATION PLAN r NORTH 3. � DENOTES COLUMN UP FROM THIS LEVEL Date: 11/21/19 Checked by: AS Scale: AS NOTED page: 3 of 17 SCALE: 1/8" = 1'-0" At � x_411 .�. .., tti� ... 1). o 4. + 107-4" NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 ±68'-0" ±39'-4" NEW YORK, NY LONG ISLAND: �Q No Q 112 WILSON DRIVE ( PORT JEFFERSON, NY 11777 PHONE: I I CELL: (631) 560-0259 FAX: (631)938-0784 O THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGIIIEEP.ING FOR THI5 PROJECT ARE +I INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THE5E DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWING5, 5PECIFICATION5 AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHEP.5 m v- N 0 10'-8 1/4" _ I ( 4 - - - - - - - - - - - - - - - - - - - - - 4 I I I I � 37-4 3/4" ±28'-I 112" ISSUE: — IL I I m — DOB APPROVAL N N ❑ � N IS ° m S-20 I 20'-3 3/4" 1 5-201 w — � —_ -1 3.. I I w +1 O f _ _ I J I < +I — — — — — —"' Y — — — — — - — — — N3 - - 3 I I I 20'-13/4" — 'n 07 tl CO 61 I 57-8 1/2" m �r I I I N N N — cV DOB SCAN STICKER O I N N 5T-6 1/2" N O - �`J — - - — -- - - - — - - -- - - — — - - -- — — - — — — 2 NEwy �/ I TMT ,-i r r n ,�P �y,�S Spy 9 LINE of E _ -on M I I I I I I I I I *�' ��" �G LOFT ABOVE 5-302 Ll A °� fix_• w LINE OF — I O >r w N LOFT ABOVE 47'-0" O X82359 N AgOA NPS ES SIO In G'-6" 14'-8" cV - N O ( I KEY MAP co 7 777- 11 , PROPERTY LINE �0 m N +I 1 I I I I QC\j I " NOTES: BRAUN SEAFOOD 1 . TOP OF FIR5T FLOOR SLAB ELEVATION = +0'-0" I 19'-7 3/4" 30840 MAIN ROAD 2. / 71 DENOTES LIGHT GAUGE STEEL STUD WALL, 00051 G2-54 ±8'-2° I ±60'-4 1/2" CUTCHOGUE, NY 11935 @ I G" O.C. U. .N. ±68'-6 1/2" Owner: BRAUN SEAFOOD 3, 1 1 DENOTES 4" THICK INSULATED '300 MINOR RIB' 5ERIES OD C.8 C B A; 30840 MAIN ROAD,CUTCHOGUE, NY 11935 WALL PANEL BY KING5PAN, OR APPROVED EQUAL S- 100 . 00 FIRST FLOOR WALL PLAN proj.# 2019-XXX Drawn by: GWN Date: 11/21119 Checked by: AS FIRST FLOOR WALL PLAN NORTH Scale: AS NOTED page: 4 of 17 SCALE: 1/8" = 1'-0" 6 ,, A.S. t.ae I f 4.. I 9`•. .,.f n I tp�V_.f 9..J .w �. .: n. } t ± 1 07'-4" NEW YORK CITY: ±G8'-0" -t39'-4" 630 FIFTH AVE., SUITE 2000 NEW YORK, NY 0 o LONG ISLAND: o 0 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: I � CELL: (631)560-0259 FAX: (631)938-0784 I I I THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS +1 PREPARED BY THE ENGINEERING FOR TH15 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR U5E 50LELY I WITH RE5PECT TO TH15 PROJECT AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THF5E DOCUMENTS AND 5HALL RETAIN — { ---- - - ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS I INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWING5, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE U5ED BY THE I OWNER OR OTHER5 ON OTHER PROJECT5,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHER5 Cn ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I - - - -A i LC (N)WI 2 x 14 C 10 x 15.3 GIRT (N) WI 2 x 14 C 10 x 15.3 GIRT I I � � 1 I I ' I I ! I j ISSUE: I III DOB APPROVAL ! I- - -'--' I 5-20I w I � I � _ Lu + J I J Q I I Ln +I I I I I I N N DOB SCAN STICKER N A B N Ir 5-304 S-304 U I Tm I WIGx2G l WIGx2G WIGx2G SEAL SOF Nil: Y u1 5-302 v _—� — 5-305 - v s� N O T- -—N - O T-- - N_ SIM. N O �823�g x N = x' N = — x A N o `-° I - __�°_ N 90FSS10NP~ O� 5 KEY MAP 5-30 — — WIGx2G - -WIG x2G- - - I! I I I I I I = - = o I ' U o I � I I I I F1 I ' j I Q o I , II - ------- 3'-1 114" 1 G'-7 1/8" '5" 7-2 1/2" BRAUN SEAFOOD I I � 30840 MAIN ROAD 7'-3" 19'-7 3/4 19'-8 3/8 1 19'-8 3/8 I i 1 CUTCHOGUE, NY 11935 Go'-4 112" NOTE5: Owner: D C.8 IC B A 1 . FIRST FLOOR ELEVATION = +0'-0" (CONSTRUCTION DATUM) BRAUN SEAFOOD 30840 MAIN ROAD,CUTCHOGUE, NY 11935 Ino 2. LOFT FLOOR TOP OF 5UB-FLOOR = +9'-3 3/4" 3. LOFT FLOOR T.0.5. _ +9'-3" (U.O.N.) S- 101 . 00 4. LOFT FLOOR DECK 3/4" TSG PLYWOOD LOFT FLOOR FRAMING PLAN hproj.# 2019-XXX Drawn by: GWN LOFT FLOOR F PLAN eNORTH 5. DENOTE5 COLUMN THRU TH15 LEVEL Date: 11/21/19 Checked by: AS 1 scale: AS NOTED page: 5 of 17 SCALE: 1/8" = !'-O" - pr ' r i As V ± 107-4" NEW YORK CITY: ±68'-0" ±39'-4" 630 FIFTH AVE., SUITE 2000 NEW YORK, NY 0 o LONG ISLAND: COD N Q N 112 WILSON DRIVE PORT JEFFERSON, NY 11777 I I I I PHONE: CELL: (631) 560-0259 _ _ _ _ - _ _ FAX: (631) 938-0784 o jI -' - - - - �-I- - - - - - - - - +1 - - - - - - - THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS t PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THI5 PP,OJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOP,OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTOP.Y AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, - - - - - - - - - - - - - - - - - - - - - - - - +— - - - - - - - - - - - - - - - - SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE = OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO L - N THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR - m m OTHERS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - -tet-- - - - - - - - - -F � - - - - - I- - - - - - - - - - I I : --I - --- - - -- - --- - - - - - - - - - In Ln Lo - - - - - - - - - - - - - - - - - WI6x26 - - _ - __ _ — _- - -- -- 04W 16x26 � W16x26 �I ; I I I I ISSUE: - - - - - - - - J-- LL-3 IIQ) � � - - - l9Lj -- - vQ � N _ — — — — —I - - - - — _ _ Op _ _ p V- — u O U DOB APPROVAL N O N - X u- - � C - - - - - - - - - - - - - - - - - - 300 - - - C O m w - - - - - - - - - - - - - - - - - - - - - - - +I I r _ w II II J Q - - - - - - - - III - - - - — W8x 15 � W16x26 N - - - - - - - - - - - - - - - 3 ) m II � — II II +I A B _ G - - - - - - - - - - - - - - - -I 5-304 5-304 - - - - - - - - - - - - ILI - - - - - - - - - - - - - � X - - ---- - - --- - - � � _ Typ. N OO N (V I 8 x O u U DOB SCAN STICKER c9 N I O I N N N O x xx LLJ i I W � - T - - - I - W16x26 - J �f SEAL W8x 15 - ----- W 16 x 26 W 16 x 26— 2 -- - - - - 2 - ----- F NEwY *\S SP� II I I I I I I I I 1 J * A'. w c0 m ~' •- Oo N I N N N In - - - N v v d v - �r _d v �r _ v _ 4A 08 59 N ON co coI X co - QI co co co N 90p23loNP��� N ESS -I - I -I I -I � - I - 1 -I -I � - I -I -I -I � ' N I I Ll 0 co KEY MAP _ 16x26 _ — _ W16x26 _ Iml6x26 T�1TT I1IT=1=1_ �TTT � -I��-1T- -1- I-1-1- � 1i'TT � � - - - - - - - - - 1I I I I I I I I I I I I I I I I I I I I I Iii I I I f I tl I I I III I I I I I I I t I I I I i I I I I I I I I I I I - I I i p — m u� � I I I O 1 O I II L 1 51' BRAUN SEAFOOD 7'-3" 19'-7 3/4" 1 19'-8 3/8" 1 19'-8 3/8" I I" 30840 MAIN ROAD NOTES: CUTCHOGUE, NY 11935 60'-4 1/2" 1 . FIRST FLOOR ELEVATION = +0'-0" (CON5TKUCTION DATUM) Owner: D (C.8 C) ( B A BRAUN SEAFOOD 2. LOWER ROOF T.O.5. = +X'-X" U.O.N. 30840 MAIN ROAD,CUTCHOGUE,NY 11935 0 ccD o3. ROOF DECK TO BE MEMBRANE ROOF (SEE ARCHITECTURAL) OVER TAPERED RIGID FOAM INSULATION OVER 112" PLYWOOD OVER 1 11211 S- 102 . 00 20 GA. METAL DECK. LOWER ROOF FRAMING PLAN 4. DENOTES COLUMN THRU TH15 LEVEL proj.# 2019-XXX prawn by: GWN LOWER ROOF FRAMING P NORTH 5. DENOTES COLUMN DOWN FROM THI5 LEVEL tate: 11/21/19 Checked by: AS Scale: AS NOTED page: 6 of 17 SCALE: 1/8" = 1'-0" A.S. ± 107-4" NEW YORK CITY: ±G8'-0" ±39'-4" 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: �(] o Q 112 WILSON DRIVE ct� Dn' PORT JEFFERSON, NY 11777 PHONE: I I CELL: (631) 560-0259 - - - - - - - - - -- - - -- - - - - - - - - FAX: (631)938-0784 I I O I THE DPAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOP.THIS PROJECT ARE +I I I INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN — — — _ I ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE I I OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR N p0 OTHERS L I I m m I I I I i I I � I I I I I C4 ) — — — — — WIGx2GWI6x26 O , — — — — '4' p [—WlGx2G L j W]Gx2G I I ----- - _ _ 2GK8 _ _ ISSUE: -- Ln II – _ – 2GK8 – _ – p Ii 5-305 X—— — x Y DOB APPROVAL n 2GK8 n II --- -------- --- - 2GK8— — — — — — —2GK8 — _ _ _ i — — 5-201 m 5-305 1 1 1 i i N +I 2GK8 Ln I _____ W I G x 2G —i"-1ji W I G x 2G -03 — I j 18K4 2GK8 I jI j – – – – - - - - - - - - - - - - - - - - - - - - - - - - - - -i i 18K4 2GK8 — — — — --- -- ------ - - — lilt I I ii Ln Ln Ii If it N t d- it II I X_– 18K4 –_ _ _ – 2GK8 X v v cV DOB SCAN STICKER F � N 18K4 – – – S 305 2GK8 I I ii iiii 18K4 – WIGx2G SEAL WIGx2G o i u I Ln - I I I WIGx2G WIGx2G I WIGx2G J C2 �-- — i— — — — — — — — — — — 2 ) P��OF Eh,yo SSP A . w ui _ OA 082359 v N ROFES S1 ONP I I I I I I II KEY MAP 014 - - I- - - - - - I I - - -- - - - - - -_ -- -- -- - -- I I I I I — — — — — — — — — - - I I I I I NOTES: I I 1 . FIRST FLOOR ELEVATION = +0'-0" (CONSTRUCTION DATUM) I I I o I Q 2. UPPER ROOF T.O.S. = +32'-0" U.O.N. 3. ROOF DECK TO BE MEMBRANE ROOF (SEE ARCHITECTURAL) OVER TAPERED RIGID FOAM INSULATION OVER 1/2" PLYWOOD OVER 1 1/2" BRAUN SEAFOOD 5" I I 20 GA. METAL DECK. 3o8ao MAIN ROAD 15'-7 3/4" 19'-8 3/8" 19'-8 3/8" I I" CUTCHOGUE, NY 11935 4. ? DENOTES COLUMN DOWN FROM THIS LEVEL GO'-4 112" Owner: 5. DENOTES STEEL X-BRACING BELOW FRAMING LEVEL. SEE BRAUN SEAFOOD J ) Lc) CB) 1 J FRAMING SECTIONS SHT. 5-202 * 5-203 30840 MAIN ROAD,CUTCHOGUE, NY 11935 ccD0 6. BAR JOISTS TO BE SIZED FOR AN ADDITIONAL 10 PSF DEAD LOAD S- 103 . 00 cr, FOR SUSPENDED INSULATED COOLER ROOF. SEE DETAIL 1/5-303 FOR MORE INFO. THIS EXTRA 10 PSF DEAD LOAD IS IN ADDITION TO ROOF LIVE LOAD AND DEAD LOAD AS SPECIFIED UNDER G.S.N. - UPPPER ROOF FRAMING PLAN DESIGN LOADS UPPER ROOF FRAMING PLAN ( NORTH Date: 11/02119-XXX Checked by: AWS SCALE: 1/8" = 1'-0" Scale: AS NOTED page: 7 of 17 1) (2 (3) C4 A.S. 22'-5" 24'-2" 2(5--l" NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 I TAPERED RIGID INSULATION OVER I I NEW YORK, NY 1 112" 20 GA. METAL DECK LONG ISLAND: 112 WILSON DRIVE Z/ ''ice '7TH PORT JEFFERSON, NY 11777 PHONE: I L � CELL: (631) 560-0259 FAX: (631) 938-0784 BAR JOISTS, SEE THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS FRAMING PLAN I I PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE G" LIGHT GAUGE STEEL STUD N5TP.UMENT5 OF THE ENGINEERS SERVICES FOR U5E 50LELY WALL(NON-BEARING) 112"0 THREADED ROD HANGERS @ 48" WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE INSULATED RIBBED ROOF O.C. EA. WAY W/DBL. NUT EA. END TYP. G" LIGHT GAUGE STEEL STUD DEEMED THE AUTHOR,OF THE5E DOCUMENTS AND SHALL RETAIN PANELS SUSPENDED FROM WALL(NON-BEARING) ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS ROOF FRAMING IfICLUDING THE COPYRIGHT. THE ENGINEER'5 DRAWINGS, TAPERED RIGID INSULATION SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OVER 112" PLYWOOD SHEATHING I I I OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS 114" PER FT. SLOPE 4" INSULATED WALL PANELS I I O I � Q m N O 1.-:- -- 0 p - BAR JOISTS, SEE I N m b I FRAMING PLAN G" LIGHT GAUGE STEEL STUD ----------------------- �- 4" INSULATED WALL PANELS -------------------- WALL(NON-BEARING) i - - " N j I o = -- --__ - - - I STEEL GIRT, WALL BRACE FOR — O / m EXIST. C.M.U. WALL - U- ff N O7O - --- - - -- --- ISSUE — • ap O \ \ v LIGHT GAUGE STEEL J015T DOB APPROVAL FLOOR FRAMING _ N m G" LIGHT GAUGE STEEL STUD STEEL GIRT, WALL BRACE FOR EXIST. 8"C.M.U. WALL TO REMAIN m WALL(NON-BEARING) ~ EXIST. C.M.U. WALL G" LIGHT GAUGE STEEL STUD 1? 8"CONCRETE SLAB W/#5 BARS @ 12" INFILL WALL(NON-BEARING) IO.C. @ CENTER OF SLAB OVER 4" RIGID INSULATION OVER RECESSED 4" 1° CONCRETE CURB CONCRETE SLAB W/W.W.F. GxG CONCRETE CURB W 1 .4 x W 1 .4 OVER 4"A.B.C. d du 43 / / /- / e L F Al I I I I I I I L - - - - � I- - - - - - - � L _ SECTION A-A SCALE: 114" = 1'-0" 4 �) \ L /J 1 \ DOB SCAN STICKER J J 24'-2" 22'-5" J I SEAL SOF NE IV NOTES: 1: L I j �,`Q���X�s sP>'.o 0,9� I . X-BRACING NOT S110WNINTIIESESECTIONS. FORX-BRACING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Cc LOCATIONS AND SIZES SEE FRAMING SECTIONS SHT. 5-202 THRU Lu - S-204 O 082359 AR°FsS SI O\4 I I I NEW METAL ROOF TO TAPERED RIGID INSULATION KEY MAP MATCH EXIST. ROOF I OVER 1/2" PLYWOOD SHEATHING I 8005200-G8 8005200-G8 @ 24"O.C. @ 24" O.C. II I - - _ = _ LIGHT GAUGE STEEL JOIST - _ - ROOF FRAMING - --------- - _ - _ - W8 x 15 TYP. BETWEEN NEW W24 x 55 (PITCHED) ---------------------- - - _ .f W i G x 2G (PITCHED) STEEL COLUMN AND EXIST. STEEL T.O.S. TO MATCH EXIST. _ - I T.O.S. TO MATCH EXIST. FRAME, SEE FRAMING PLAN TOP OF PURLINS (V.I.F.) II TOP OF PURLINS (V.I.F.) BRAUN SEAFOOD II i OUTLINE OF EXIST. STEEL V\/\/\/\/\/\/\Z\Z\Z\Z\ FRAME, BEHIND SECTION 30840 MAIN ROAD I VIEW PLANE CUTCHOGUE,NY 11935 PITCHED W8 x 15. T.O.S. TO I, p Owner: MATCH BOTTOM OF EXIST. PURLINS m i BRAUN SEAFOOD 30840 MAIN ROAD,CUTCHOGUE,NY 11935� G" LIGHT GAUGE STEEL STUD � I WALL(NON-BEARING) EXIST. G"CONCRET SLAB I I S-200 . 00 STRUCTURAL SECTIONS II _ prof.# 2019-XXX Drawn by: GWN ° I Date: 11/21/19 Checked by: AS L — � L - - - - - - - J L _ — L _ s" Scale: AS NOTED page: 8 of 17 SECTION B-B A.S. d,y1 NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 THE DPAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOP,THI5 PROJECT ARE INSTRUMENTS OF THE ENGIHEER5 SERVICES FOP USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE 1-15ED BY THE OWIJER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS D) B) A) 26'-1 O 3/4" I I I i I ISSUE: — TAPERED RIGID INSULATION OVER 1 1/2" 20 GA. METAL DECK DOB APPROVAL I I I I I 6" LIGHT GAUGE STEEL STUD I I BAR JOISTS, SEE II WALL(NON-BEARING) FRAMING PLAN I II 1/2"0 THREADED ROD HANGERS @ 48" I I 1 O.C. EA. WAY w/ DBL. NUT EA. END TYP. I I INSULATED RIBBED ROOF PANELS SUSPENDED FROM ROOF FRAMING I I II I I I I I III 6" LIGHT GAUGE STEEL BEAM BEYOND 1 I STEEL BEAM BEYOND STEEL STUD WALL DOB SCAN STICKER — I I (NON-BEARING) II Ln --- I — — — — — — — I — — — — — — — — — — — — — — LI— — — — — — — I — — — — — — — — — — — — — — — L II - - - - - - - - - - - - - - - - - - - - - - - -II- - - - - - - - - - - - - - - - - - - - - - - - - d o I I °- II O SEAL I II I � I o m N STEEL GIRT BEYOND III STEEL GIRT BEYOND N N p I I OF NEwY m �Q, s SP n - - - - - - - - - - - - - - - - - - -- - - - �I —- - - - - - - - - - - - - - - - - * A I — — — — — — — — — — — — — — r r�• fl - - - - - - - - - - - - - - - - - - - - - - - JI - - - - - - - - - — w �A 54•IVL A I I O 0 882359 I STEEL GIRT BEYOND I I STEEL GIRT BEYOND ROFESSIONP�' I II I - - - - - - - - - - - - - - - - - - - - - III - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�1 I- - - - - - - - - - - - - - - - - - - - - - - - - KEY MAP I 1 8"CONCRETE SLAB w/#5 BARS @ 12" I O.G. @ CENTER OF SLAB OVER 4" 1 B EXIST. G" CONCRET SLAB I RIGID INSULATION OVER RECESSED 4" I I I CONCRETE SLAB w/W.W.F. 6x6 1 W 1 .4 x W 1 .4 OVER 4"A.B.C. 0 I `` - — d I I I I a o . SECTION C-C BRAUN SEAFOOD SCALE: 1/4" = 1'-0" 30840 MAIN ROAD CUTCHOGUE, NY 11935 NOTES: Owner: 1 . X-BRACING NOT SHOWN IN THIS SECTION. FOR X-BRACING LOCATIONS BRAUN SEAFOOD AND 51ZE5 SEE FRAMING SECTIONS 5HT. 5-202 THRU 5-204 30840 MAIN ROAD,CUTCHOGUE,NY 11935 S-201 . 00 STRUCTURAL SECTIONS proj.# 2019-XXX Drawn by: GWN Date- 11/21/19 Checked by: AS Scale: AS NOTED page: 9 of 17 e, n'r» .1 !BREI d.. ^�!'� (' .. f .C, NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 4 3 2 1 4 3 2 112 WILSON DRIVE 28'-I 24'-2" - 28'-I" 24'-2" PORT JEFFERSON, NY 11777 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 W I G x 26 W 1 6 x 45 W 18 x 50 +32'-0" +32'-0" W 1 6 x 2G W 1 6 x 45 +32'-0" T.O.S. T.O.S. T.O.S. THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE /// IN5TRUMENT5 OF THE EtIGINEER5 SERVICES FOR U5E SOLELY WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER SHALL BE I8 ASO/ DEEMED THE AUTHOR OF THESE DOCUMENTS AND 5HALL RETAIN ALL \\\ \\`�/8 ,Ll� f// ~\\\��qn �Zli�/ /f \ l2i/�/ INCLUDING THE COPYRIGHT. THE THE REDNGR'S DRAWINGS, OTHER PFSrKVED INEEIGHTS 5PECIFICATION5 AND OTHER DOCUMENTS 5HALL BE U5ED BY THE 7C OWNER OR OTHERS ON OTHER PROJECTS,FOADDITIONS TO /�f \\\\ /I // \\\\ I // P.\\ I THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR f/� ~\` OTHERS WIGx 2G ��\ ' '� ' �� WIGx ~� � I — — WIGx2G — — // — WIGx2G \ / \ +18-9 I/2 ,� +18-9 I/2 I — — WIGx2G — — � _. �— \\ \ I 01" / — — — — \ T.O.S. T.O.S. _-_--.—T.O.S. (V.f.F.) TO MATCH � 40� EXIST. STEEL FRAME ��� I I I I Ile W I G x 2G i/ +9'-3" �—+9'-3" WIGx 2G I '�'re \ T.O.S. �' T.O.S. ��i Ie Ile ISSUE: -- 1-11grip ' �� I DOB APPROVAL f �\ +0'-0" +0'-0" +01-011 OL SECTION @ GRID LINE "A" - LOOKING NORTH SECTION @ GRID LINE "C" - LOOKING NORTH SCALE: 3/1 G" = P-0" SCALE: 3/1 G" = 1'-0" DOB SCAN STICKER 4 3 � 1 ^ -2" 22'-5" F 28'-I" 3 SEAL 28'-1 24' OFNEwY �P )QIs SPy O,A I I I i I I w WIGx2G WIGx45 WIGx45 +32'-0" h w �T +32'-0" WIGx 2G 2 T.O.S. � T.O.S. — — — — — — — — — — \ — — — — — OA 082359 ROFESSIONP� vt// KEY MAP W I G x 2 G I /f W I G x 2G \�\ +18'-9 112" + 16-9 112" T.O.S. T.O.S. WIGx 3G \\ -- / O (V.I.F.) TO MATCH EXIST. STEEL FRAME I I I I I I W I G x 2G +9'-3" +9'-3" T.O.S. T.O.S. BRAUN SEAFOOD 30840 MAIN ROAD CUTCHOGUE, NY 11935 I I I I I I Owner: BRAUN SEAFOOD +0'-0" +0'-0" +0'-0" OL 30840 MAIN ROAD,CUTCHOGUE, NY 11935 11-F IRV S-202 . 00 SECTION GRID LINE "B" - LOOKING NORTH SECTION GRID LINE "D" - LOOKING NORTH FRAMING SECTIONS SCALE: 3/1 G" = 1'-0" SCALE: 3/1 G" = P-0" proj.# 2019-XXX Drawn by: GWN Date: 11/21/19 Checked by: AS Scale: AS NOTED page: 10 of 17 NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: C. C DB A C g A 19'-7 3/4" 19'-8 3/8' 19'-8 3/8" 19'-8 3l8" 19'-8 112 WILSON DRIVE 3/8° PORT JEFFERSON, NY 11777 PHONE: I I I I I I CELL: (631)560-0259 FAX: (631) 938-0784 WIGx2G WIGx2G WIGx2G +32'-0" OL WIGx2G WIGx2G +32'-0" OL — — — — — — — T.O.S. T.O.S. THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS I PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE '/f \\\\\\ f' IN5TRUMENT5 OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN //' \`\\; //'' ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, `\\X �/le 5PECIFICATI0115 AND OTHER DOCUMENTS 5HALL BE USED BY THE /X\ I 1 �/�\ /x\ OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO /// \\\ /' THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR 0-11 ' ''// \\\\\\\ do 01 \\\\\\\ /''// \\\\\\\ '//// \\\\\\\ OTHERS W I G x 2G \ W I G x 2G 01 r W I G x 2G \\ +18'-9 112" W I G x 2G \\\\ W1 G x 2G \\`\\ I + 16-9 112" — — — \ — — — T.O.S. ow ell Jo (N) W 12 x 14 `\;�8% `P1 \ `/ C 10 x 15.3 GIRT \\ /� C 10 I15 3GIRT ' .01 \ f' W I G x 2G ��.� W I G x 2G ��' W I G x 2G *1- +9'-3" OIL \ . . T.O.S. ISSUE: — ftb do '� �`�� 'f ```` Ln APPROVAL oo i +0'-0" +0'-0" OIL SECTION @ GRID LINE "2" - LOOKING EAST SECTION GRID LINE "4" - LOOKING EAST SCALE: 3/1 G" = 1'-0" SCALE: 3/1 G" = 1'-0" DOB SCAN STICKER 'C.8C ` A SEAL 19'-7 3/4" s SP NEW y I I I I CO Lu !e sYivvr-. —a +32'-0" W I G x 2G WIG x 2G +32'-O" m ! w ZN '0 1O 082359 T.O.S. — — — —� — — — — — — — T.O.S. A \\\\ /✓/ I I gOFESSI0 // KEY MAP / Jo \ +18'-9 1-9 I/2" ��� W I G x 2 G \\\\ I I I I I I I I BRAUN SEAFOOD 30840 MAIN ROAD CUTCHOGUE, NY 11935 I I I I Owner: BRAUN SEAFOOD 30840 MAIN ROAD,CUTCHOGUE, NY 11935 S-203 . 00 SECTION GRID LINE "T' - LOOKING EAST FRAMING SECTIONS SCALE: 3/1 G" = P-0" pro].# 2019-XXX Drawn by: GWN Date: 11/21/19 Checked by: AS Scale: AS NOTED page: 11 of 17 s:ggin F"a� ,.v+;p-,,_•f„g f., CF" r^,;re r`.r. r.^� EP'9 ■ ■ ...5 Iwi', .i Via; tl; 1.b1 \...-i,,.: �' ',.1_,,,. ' @ ,'„1. NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NOTE: _ . _ NEW YORK, NY 1 . ' DENOTES "CLASS B" LAP SPLICE. ° LONG ISLAND: 2. VERTICAL REINFORCING NOT SHOWN FOR CLARITY. N O�' ► 6 • ° :� ° • • d �� - CORNER BARS MAY BE USED IN LIEU OF HOOKS a ° q ° 112 WILSON DRIVE PORT JEFFERSON, NY 11777 d 4 ° ° PHONE: ° ° d ° ° 4 • a ° N CELL: (631) 560-0259 ° ° a ° d d d I 112"TYP FAX: (631)938-0784 2"TYP ° 4 • • ° •°° • ° ° ° ° ° d a THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE '- STD HOOK ° ° INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY a STD HOOK TYP e • O a WITH RESPECT TO THI5 PROJECT AND THE ENGINEEP.SHALL BE TYP Oa d DEEMED THE AUTHOP.OF THESE DOCUMENTS AND SHALL RETAIN d Oa ° ALL COMMONLAW,STATUTORY AtID OTHER RESERVED RIGHTS d d d e • • d e INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE O OWNED OR OTHERS ON OTHER PROJECTS,FOP ADDITIONS TO ° © d. THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS WALL JOISTS AND STRUCTURAL 5LA55 N "L" INTERSECTION 'T' INTERSECTION d O ° d * TYP TYP 4 :► O X\\, 4 _ N ° O 4 ° d y\ a d a d ° ° d ° \ d e • ° q A� A d d e m ° ° 4 2TYP11 d zi O ISSUE: — ° L] d COLUMNS BEAMS = TO GRADE DOB APPROVAL BEAM WIDTH SKEWED "L" ° SKEWED "T" BASE SLABS, FTG'5 4- GRADE BEAM5 A TYP. WALL INTERSECTION REINFORCING rE-3--� TYP. REI NFOKCING BAR CLEAID F ANCE5 S-3OO N.T.S. �j-3OO N.T.S. 5AWCUT SLAB WITHIN 12 HRS. AFTER PLACEMENT 1/8" OF CONCRETE RESULTING G" CONCRETE SLAB w/ GxG - CONTROLLED CRACK W2.9xW2.9 W.W.F. DOB SCAN STICKER N N o d ° a do o _ BAR DEVELOPMENT LENGTH (TYP) SEE NOTE 3. —— SEAL SEE NOTE 1 . OF NEI, Y ,`Q,P����S SPY. -co' . VAPOR BARRIER * ^ -4 —1— -I- —1-t•� -1 —1— � ,If/jl— I- -� —I— -I- —1— -a- -4 —I—� I —I— � �/ 1 I- I I I — 3" COMPACTED A.B.C. m , Lu �—��X 1— X�4 —11111 \ _I_ _ _►_ t II I L I i, IN — — — I ( I I I I rt -1- \ rtml- \1pt \ -Im\ -r - \ -r� 1� 1t11fiT �, � 1I1I1I1 1I— rtI II rI ���i, SAWCUTJOINT 2AR\082„359 -I —1— I- 44 m1— ��I���< —1111 -! I— I- ,o��`� -� -III- //,F -1— \�- .4, y-NI'IJI.- --��-1-_=--1I1�-- 1— I/- G CONCRETE SLAB w/ GxG - °�Ess�oN 2xH W-4" MIN) #W� � � W2.9xW2.9 W.W.F. �` - II I' - KEYWAY (I "X3") KEY MAP STOP W.W.F. AT o 'L"'j CONTROL JOINT d I Iii ���I I I I I I I I y��i ► 1 , ���I III '� I I'I I,��� � 1 w^ w a °a _ >✓ I_ II11— — — — — �i IMI 1 _ �► _I-� — y—i�_I= Q - 17 1m ° FE H _t \ I�,/ 11- rt —I— fi rt —►- 1- -t N- t om I 0r fiI r- 1- -t \- 1- J ° ° a ° d d 'W ° ° -a —I— -I- --�II-II— -� a- —I —I— a- —I— -I II1- L �`�hi IIII- —I— " d ti a 1 t �� I 4 - #5 ADD'L (2 EACH I I �` ° ° I \— I 11111 /y ��_.� IIII I I _I_ I SIDE OF OPENING OR PIPE I —I I I SII_ i I ► i I 111 ��ii� 1 ���`� II i l i I i III rii 1 —I—y��� —I— �Nt —I- 1- O VAPOR BARRIER O ° a ° 3" COMPACTED A.B,C. d d ° 4 - #5 ADD'L (2 EACH ° ° 4 SIDE OF OPENING OR PIPE C. I . F. JOINT ° d AO CONTRACTORS ° d a NOTE: BRAUN SEAFOOD OPTION FTG MAY � NOTE: 1 . TYPE OF JOINT IS OPTIONAL WITH CONTRACTOR. SAWED JOINTS 30840 MAIN ROAD ------------------------------------ BE STEPPED THUS: I . PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL BARS EQUAL TO THE SHALL BE MADE WITHIN 12 HOURS AFTER PLACING CONCRETE. 2. WHEN KEYWAY JOINT IS ELECTED, THE SLAB SHALL BE PLACED CUTCHOGUE, NY 11935 NUMBER OF BARS TERMINATED AT OPENING, HALF EACH SIDE. FTG REINFORCEMENT 2. AT 51NGLE LAYER REINFORCED WALLS OR SLABS, PROVIDE ONLY 51NGLE IN CONTINUOUS STRIPS. 3.ADDITIONAL REINFORCING AT OPNG. AT THE CONTRACTORS OPTION, A METAL PRE-FORMED JOINT OF owner: LAYER OF AD 3. TERMINATE DD TI N STD HOOK WHERE OPENING ADJACENT TO WALL OR APPROVED DE51GN WILL BE ACCEPTABLE AT EACH CONTROL JOINT BRAUN SEAFOOD SLAB EDGE. IN LIEU OF THE ABOVE JOINT TYPES. 30840 MAIN ROAD,CUTCHOGUE,NY 11935 4. WHERE SAWED JOINT WILL BE LEFT PERMANENTLY EXPOSED TO VIEW, FILL THE JOINT FLUSH WITH FLEXIBLE SEALING COMPOUND. S-300 . 00 C TYP. STEPPED FOOTING DETAIL D TYP. ADDITIONAL REI NF. AROUND OPENING AT SLAB OR WALL E TYP. SLAP-ON-GRADE CONTROL JOINT `j--3OO N.T.S. 5-300 N.T.S. �OO N.T.S. STRUCTURAL DETAILS prof.# 2019-XXX Drawn by: GWN Date: 11/21/19 Checked by: AS Scale: AS NOTED page: 12 of 17 ' ANSE NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: - 9 FAX: (631) 938-0784 THE DPAWING5,SPECIFICATIONS AND OTHER DOCUMENT5 PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE d d °4 EXIST. FOUNDATION INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE WALL d d DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN NOTE: SAWCUT AND REMOVE EXIST. ° EXIST. STRIP ° °4 EXIST. FOUNDATION ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS d d FOUNDATIONWALL WALL AND STRIP INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, FOOTING AS REQ'D. TO INSTALL 4 ° FOOTING NOTE: SAWCUT AND REMOVE EXIST. d ° EXIST. STRIP SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE COLUMN FOOTING AND PEDESTAL FOUNDATION WALL AND STRIP d OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO I ° I 4 d FOOTING AS REQ'D. TO INSTALL 4 ° FOOTING THE PROJECT OR,FOR COMPLETION OF THIS PROJECT BY OR FOP COLUMN FOOTING AND PEDESTAL ° OTHERS ° NEW CONCRETE FOUNDATION ° ai ° b ° ° WALL, MATCH EXIST. ° 1 ° ° FOUNDATION WALL WIDTH. m d I ° NEW CONCRETE FOUNDATION ° a a ° a ° 4A WALL, MATCH EXIST. ° ° COLUMN BASE PL. FOR ° ° FOUNDATION WALL WIDTH. d °d ° INFORMATION NOT SHOWN ° a 4 SEE DETAIL: 4COLUMN BASE PL. FOR ° rA ° a ° d a ° ° a ° INFORMATION NOT SHOWN a ° SEE DETAIL: °a° ° LE- '8" d ° 5-302 = 0 I 0 ° 4 ,6 a rA d °64 ° a 5-302 a a d 22"SQ. CONCRETE - ° d ° 0 ° ° ° ° dd PEDESTAL ° ° ° _ 22"5Q. CONCRETE ISSUE: - ° ° ° PEDESTAL CONCRETE SPREAD ° d ° d d ° ° FOOTING, &FE SCHEDULE ° 1 1 ° d ° FOR SIZE AND REINFORCING ° ° I ° I ° '1-- NEW CONCRETE FOUNDATION CONCRETE SPREAD a I ° WALL, MATCH EXIST. FOOTING, SEE SCHEDULE a DOB APPROVAL a I d FOUNDATION WALL WIDTH. FOR SIZE AND REINFORCING ° I ° ° I d ° ° d NEW CONCRETE FOUNDATION ° d I I. WALL, MATCH EXIST. d I d FOUNDATION WALL WIDTH. #4 DOWELS (? 12" O.C. HORIZ. ° I wl G" EMBED. INTO EXIST. STRIP ° d ° EXIST. STRIP #4 DOWELS 12"O.C. HORIZ. ° N FOOTING TYP. EA. SIDE OF NEW FOOTING @ d N FOOTING. HILTI HIT HY-200 4 wl G" EMBED. INTO EXIST. STRIP ° a ADHESIVE ANCHORING SYSTEM ° FOOTING TYP. EA. SIDE OF NEW ° EXIST. STRIP EXIST. FOUNDATION WALL FOOTING. HILTI HIT HY-200 4 FOOTING 0 � ADHESIVE ANCHORING SYSTEM ° EXIST. FOUNDATION 8" (V.LF.) WALL (V.I.F.) PLAN VI EW PLAN VIEW - PLAN VIEW DOB SCAN STICKER (\ Glt 511 I I" b COLD SIDE 4"THICK'300 MINOR RIB' I SEAL SERIES WALL PANEL BY � li 4"THICK'300 MINOR RIB' . # KING5PAN, SEE ARCHITECTURAL II STEEL COLUMN, SEE If SERIES WALL PANEL BY OF NEw I II STEEL COLUMN, SEE STEEL COLUMN, SEE KING5PAN, SEE ARCHITECTURAL "\� Y G005 150-43 (50 k5I)STUDS @ I G" I FOUNDATION PLAN FOUNDATION PLAN C( ,�Q �y,\S SP O.C., ATTACH TO BOTTOM TRACK w/ I G005 150-43 (50 k5i)STUDS @ I G" FOUNDATION PLAN I II CONCRETE ABUSE CURB, PLACE O.C., ATTACH TO BOTTOM TRACK w/ � �I CONCRETE ABUSE CURB, PLACE *� #10 X 3/4"S.M.S EA. SIDE, EA. STUD II II AFTER PANEL INSTALLATION (I #10 X 3/4 5.M.5 EA. SIDE, EA. STUD II A , II 114 EXIST. C.M.U. WALL I AFTER PANEL INSTALLATION t— •�� � cc II � Il 8" CONCRETE SLAB w/#5 ----� � 11 � �'_; , .,.- w �( BARS @ 12" O.C. EA. WAY III 3/4" BASE PL. wl(4) 7/8"0 HOLES �� w GOOT 125-43 (50 k51) BOTTOM TRACK, I II �� OT 12 -43 50 ksl BOTTOM TRACK, II � II 4"CONCRETE SLAB w/W.W.F GxG v' ATTACH TO SLAB w/ (2) HILTI X-U P'8 POWDER 4 CONCRETE SLAB wl W,W.F GxG GO 5 ( ) I MIN. 5,000 PSI W 1 .4xW 1 .4 @ CENTER OF SLAB 082355 I II ATTACH TO SLAB w/(2) HILTI X-U P8 POWDER II A9 ESS10 P ACTUATED FASTENERS @ 32"' O.C. TYP. �I W I .4xW I .4 @CENTER OF SLAB ACTUATED FASTENERS @ 32"O.G. TYP. II NON-SHRINK GROUT EXIST. CONC. SLAB O,c r1 � II G"CONCRETE SLAB w/ EXIST. GRADE III ( EXIST. GRADE W.W.F GxG - W I .4xW I .4 II II }3 IT 'Ii @ CENTER OF SLAB II v III ° a ° - - - \ a I •° d �' \ \ \ °_ d d a d ° ° I • d ° °d ° d ° ° • ° • ° KEY MAP ° e ° ° d ° d ° ° d a ° ° /�\//\ ° 4 ° a >00 a ° >00 #3 TIES @ 12" \\ \\ #3 TIES @ 12" \/\ I III d ° ° O.C. MAX. d e � .\ \ c ° O.C. MAX. \ ° %\\ I d - \/\\\/\\\ G MIL VAPOR \i\\j\\\j 4 ' d a \ 22 SQ. PEDESTAL I NCRETE ° ® BARRIER "- / 11-; 22 SQ. CONCRETE \ \\�'\\\�\\ '\\\\\ '\\\'\\ \\\\\\ IL: /\/ 4"A.B.C. Z ��/\/ ° PEDESTAL /���///. /// //�/�/�/ (4)#5 DOWELS EA. a a ° EXIST. FOUNDATION \\ \\ ° \ \ \\. v PEDESTAL TYP. \ ° I a d \\ �`� \ \ d \ \ (4)#5 DOWELS EA. \ d I �0 WALL BEYOND. PEDESTAL TYP. \ ° — EXIST. FOUNDATION cn / / I /�/ \ \\ \ \ \ (SEE ARCHITECTURAL) / / /\ � RIGID FLOOR INSULATION / WALL BEYOND. \\ \\ \\ \\ d \ \ \\/ NOTE: SAWCUT AND REMOVE EXIST. \ ° d a \ / ° ° °a /// NOTE: SAWCUT AND REMOVE EXIST. \ d 8 a \//\ FOUNDATION WALL AND STRIP �\ ° ° ° \ 4"COMPACTED A.B.C. d p e a \\\ FOUNDATION WALL AND STRIP i\\ a ° ! d d °uj FOOTING AS READ. TO INSTALL d d a d° ° \/\ ' ,,t ° d ss ° ,z d ° /\j FOOTING AS REQ'D. TO INSTALL \ ° ° ° ° a ° ° d a ° \/\ COLUMN FOOTING AND PEDESTAL N / / ° ° ° ° ° \/ SEE SCHEDULE FOR SIZE AND oU-i \\ ° d ° a \ COLUMN FOOTING AND PEDESTAL / \/ CONCRETE SPREAD FOOTING, \ EXIST. co c. / / _ /// ° ° ° // w // ° g a EXIST.♦• \ FOOTING BIEYOND STRIP FOOTING \/ d ° ° d d \/� REINFORCING. BOTTOM OF w ~\ • ° • ~, / OIOTING BEYOND `� / ° a //\\ / \//\ BOTTOM OF EXINEW FOOTING ST.MATCH BRAUN SEAFOOD � m, ° ° � � a / � \/\ \�\\/\/\\/ /\\/\\� \/ 30840 MAIN ROAD 4"A.B.C. r / / CONCRETE SPREAD / / \/ / / / �/ / \ \ \ \ 4"A.B.C. #4 DOWELS @ 1 2" O.C. wl G \/\/ CUTCHOGUE, NY 11935 \\ \ \ \ \ \\ \ \ \ \ \ \ \ '\\ \ \\ \ \\ \ FOOTING, SEE SCHEDULE EMBED., HILTI HIT HY-200 \�/ /\ ' CONCRETE:SPREAD �/ \/ \ \/ / \ / \� \� 4 A.B.C. % //�//\/ / / / FOOTING, SEE SCHEDULE \ \ \//\//\ \\\/ FOR SIZE AND REINFORCING //�//` // \�\\�\ ADHESIVE ANCHORING SYSTEM Owner: \\/\\/\\/\\ \\/\\/\\��\\�\ BRAUN SEAFOOD FOR SIZE AND REINFORCING \ /, SEE SCHEDULE 30840 MAIN ROAD,CUTCHOGUE, NY 11935 SEE SCHEDULE (" A'� COLUMN , FOOTING, L.G. STUD WALL EX15T. EXTERIOR WALL B COLUMN , FOOTING, L.G. STUD WALL @ EXIST. EXTERIOR WALL C COLUMN , COOLER, AND INSULATED SLAB @EXIST. C. M . U . WALL S-301 . 00 �� _ �_ �� SCALE: I" = I '-O" 5.30 I SCALE: 1" = 1'-0"5-30 I SCALE: 1 — I 0 5-30 STRUCTURAL DETAILS prof.# 2019-XXX Drawn by: GWN Date: 11/21/19 Checked by: AS Scale: AS NOTED page: 13 of 17 NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: CELL: (631) 560-0259 FAX: (631)938-0784 1 1" 5" 4" THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS I I" 4" PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE PIGINEERS SERVICES FOR USE SOLELY / WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE "WARM" 51DE COLD 51DE / DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN 11 I ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS it \' INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMEt ITS SHALL BE USED BY THE 4"THICK'300 MINOR RIB' — 4"RIES WALL MINOR RIB' OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO STEEL COLUMN, SEE � II SERIES WALL PANEL BY � jl SERIES WALL PANEL BY 1 1" 4" FOUNDATION P ' II KINGSPAN, SEE ARCHITECTURAL KINGSPAN, SEE ARCHITECTURAL THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR 6005 150-43 (50 ksl)STUDS @ I G" �� ornERs FOR COLUMN BASE PL. AND II O.C., ATTACH TO BOTTOM TRACK w/ CONCRETE ABUSE CURB, PLACE ANCHORAGE SEE DETAIL: (� CONCRETE ABUSE CURB, PLACE II I� #10 X 3/4"S.M.S EA. SIDE, EA. STUD AFTER PANEL INSTALLATION �I AFTER PANEL INSTALLATION � (I COLD 51DE All 8" CONCRETE SLAB w/#5I BARS @ 1 2" O.C. EA. WAY 1/2" GWB EA, SIDE 8" CONCRETE SLAB w/#5 GOOT 125-43 (50 ksl) BOTTOM TRACK, � _ � #I 4"THICK'300 MINOR RIB' I� BARS @ 12"O.C. EA. WAY ATTACH TO SLAB w/(2) HILTI X-U P8 POWDER = I 4"CONCRETE SLAB w/W.W.F 6x6 4005150-43 (50 ksI)STUDS @ I G" �I SERIES WALL PANEL BY ACTUATED FASTENERS @ 32"O.C. TYP. II O.C., ATTACH TO BOTTOM TRACK w/ KINGSPAN, SEE ARCHITECTURAL �I W I .4xW 1 .4 @ CENTER OF SLAB NEW CONCRETE SLNB INFILL w/W.W.F 4"CONCRETE SLAB w/W.W.F GxG tl #10 X 3/4"S.M.5 EA. SIDE, EA. STUD f CONCRETE ABUSE CURB, PLACE, GxG W 1 .4xW 1 .4 @, CENTER OF SLAB II W 1 .4xW 1 .4 @ CENTER OF SLAB EXIST. GRAD 400T 1 25-43 (50 k51) BOTTOM TRACK, & _ #I AFTER PANEL INSTALLATION EXIST. CONC. SLAB, II ° II ATTACH TO SLAB w/(2) HILTI X-U P8 POWDER (J 8"CONCRETE SLAB w/#5 5AWCUT AS REQ'D. II ° ° ACTUATED FASTENERS @ 32"O.C. TYP. II BARS @ 12"O.C. EA. WAY a °d d ° ° \�j/\//�j\�j\�j d� d ° •° NEW CONCRETE SLAB INFILL w/W.W.F II a ° * ° • ° ° ° ° \ \\�\\\ ° a ° a ° ° d GxG W I .4xW I .4 @CENTER OF SIAB II I CONCRETE 4 @ CENTER Of OOF SLAB a ° EXIST. CONC. SLAB, I� a ° SAWCUT AS REQID' a ISSUE: i4 4 d ° d � ° d ° Lij \ \\ °° °d 6 °� A ° d ° EXIST. FOUNDATION \ \ \��\/ "- / �� \ \ \ \ \ \ DOB APPROVAL WALLLu /\\ \\\ \\\\\\�\\\\\\ \\\, ��.�\\.\ — \ \\\\\\\\\ aX//�//� RIGID FLOOR INSULATION \\/\j RIGID FLOOR INSULATION (SEE ARCHITECTURAL) w _! • • ° • ° ° \\\ /� a �j ° /Al (SEE ARCHITECTURAL) \ \ \//� j 4"COMPACTED A.B.C. 4"A.B.C. 4 a COMPACTED A.B.C. � CONCRETE SPEXIST. Ia #4 DOWELS @ 24"O.C. �EAD4FOOTNG aFOOTING, SEE SCHEDULE RIGID IGID FLO O R INSULATION FOR SIZEAND REINFORCING 4"A.B.C. /\\�\ \ \ \ \ \ G" (SEE ARCHITECTURAL) 4 COMPACTED A.B.C. SEE SCHEDULE A TYP. STEEL COLUMN FOOTING @ EXIST. SLAB B L.G. STUD WALL COOLER WALL @ EXTERIOR WALL C COOLER WALL AND INSULATED SLAB @ EXIST. SLAB 5-302 SCALE: 1" = 1'-0" 5-302 SCALE i P-0" S-302 SCALE: I = 1 -0 11 DOB SCAN STICKER SEAL OF NEWY �P s SPr 'A C7 COLD SIDE W II 4"THICK'300 MINOR RIB' Ndo 082359 "WARM"SIDE jl SERIES WALL PANEL BY RISE RUN VARIES PER KINGSPAN, SEE ARCHITECTURAL FLOOR. SEE SECTION THRU OFFS S 1 ONP STAIRWELL ON SHT. 52 10.00 CONCRETE ABUSE CURB, PLACE }i AFTER PANEL INSTALLATION EXIST. C.M.U. WALL — ( 8"CONCRETE SLAB w/#5 II BARS @ 12"O.C. EA. WAY NOTE: I/4" END PL., FLUSH WITH F.F. KEY MAP II SEE ARCHITECTURAL 5U5FLOOR AND FINISH 4" CONCRETE SLAB w/W.W.F GxG FOR RISE AND RUN FLOOR PER ARCHITECTURAL EXIST. CONIC. SLAB II W 1 .4xW 1 .4 @ CENTER OF SLAB 3"CONC. FLOOR OVER �I 3/1 G METAL DECK(SEE PLAN) II TYP. F,F. ELEV. II � 3/1 G a s a a Q a Q °d daMCI 2 x 10.5 STRINGER TYP. / MC x 10.5 STRINGER TYP.° T.O.S. = F.F. ELEV. - 5" ° ° d ° ° 12 GA. STEEL PAN WITH / 12 GA. STEEL PAN WITH ° ° d ° d 2"CONCRETE TYP. 2 CONCRETE TYP. �---3/8"STIFFENER PL. @ EA. STRINGER LOCATION \/ •/ \ ° � � ii ii a ii TYP. / � LLTYP. L3 x 3 x 1/4 x 4 LG. w/ 112"0 HOLE / 3/1 G I-G , 3/I G �\ FOR 3/8`0 x 3 114" HILTI KWI K BOLT 3 , / L 1 112"x 1 112"x 114"x 8"TYP. EXPANSION ANCHOR OR EQUAL. / / WIDE FLANGE BEAM (SEE PLAN) 114" END PL. GA. 1-G TYP. / RIGID FLOOR INSULATION CONC. SLAB ° // TYP 3/I G TMP' BRAUN SEAFOOD (SEE ARCHITECTURAL) a ° ° ° 3/1 G Q PL.3/8"x 4" @ EA. STRINGER 30840 MAIN ROAD \ \ _ CUTCHOGUE, NY 11935 a a � 4"COMPACTED A.B.C. a °B ° ° ° , d ° L 1 1/2"x 1 1/2"x 1/4"x 8"TYP. / a Q EXIST. CONC. \ \�\� ��\\�\\�\\�\\ \\�\\ 3/1 G I-G TYP. Owner: / j\\�\�/\ ,�/\/��\ /, BRAUN SEAFOOD a STRIP FOOTING TyP. 30840 MAIN ROAD,CUTCHOGUE, NY 11935 a D COOLER WALL AND I N5U LATED SLAB EXIST. C. M . U . WALL E BOTTOM OF STEEL STAT R TO CONC. SLAB F TOP OF STEEL STAIR TO STEEL BEAM S-302 . 00 5-302 SCALE: I " = 1 '-0" 5-302 SCALE: I " = I'-0" ��OSCALE: I" = P-0" STRUCTURAL DETAILS proj.# 2019-XXX Drawn by: GWN Date: 11/21/19 Checked by: AS scale: AS NOTED page: 14 of 17 NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 WILL VARY WITH WILL VWITH INTERIOR NEW YORK, NY FIELD CONDITION, FIELD CONDITION "WARM"SIDE 3/4"PHIL. PAN HEAD LONG ISLAND: EXTERIOR 112 WILSON DRIVE r" � PORT JEFFERSON, NY 11777 1 nn cc VAPOR BARRIER PHONE: 1 J p 1 C---��— (NOT BY KINGSPAN) E 1 1 CELL: (631) 560-0259 y o 1 L^_ INSIDE CORNER TRIM FAX: Q O ") n =Z n FIELD CUT THERMAL (631)938-0784 >v J U 1 L_ BREAK J I I FIELD CUT r FIELD CUT 3� Lk ( I > I I TERIOR - THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS CONTINUOUS BUTYL SEALANT 1 AT"WARM"SIDE PANEL JOINT ' 1 RTITION w I I PREPARED BY THE ENGINEERING FOR TH15 PROJECT ARE INSTRUMENTS OF THE ENGINEERS 5ERVICE5 FOR USE SOLELY F.I.P. INSULATION WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE SEALANT — OPTIONAL BUTYL (NOT BY KINGSPAN) DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIII (OPTIONAL-NOT BY KINGSPAN) (RECOMMENDED FOR OPTIONAL BUTYL AT ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS (INSTALL AFTER TEMP. PULL WASHDOWN APPLICATIONS) WASH DOWN INCLUDING THE COPYRIGHT. THE ENGWEER'S DRAWINGS, DOWN) MIN.Y4"GAP FOR F.I.P. INSTALLATION EXPANSION FASTENER ABUSE CURB(NOT BY s INSIDE CORNER TRIM SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE KINGSPAN-CAN BE /4°PHIL. PAN HEAD (TO BE LOCATED ON VAPOR BARRIER — "WARM"SIDE l? r/1 COLD SIDE POURED AFTER PANEL FIELD CUT THERMAL OPP051TE SIDE OF OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO (NOT BY KINGSPAN) j INSTALLATION) BREAK THERMAL CUT FROM 3/4"PHIL. PAN HEAD THE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR ° �i f'� PHIL. PAN HEAD ! I;.1 COLD SIDE PANEL'S LEADING EDGE) OTHERS I,I I I ° F.I.P. INSULATION STRUCTURAL SUPPORT INTERIOR (NOT BY KINGSPAN) "WARM"SIDE COLD SIDE SLIP SHEET OUTSIDE CORNER TRIM NOTES: I) ADDITIONAL FASTENERS MAY BE REQUIRED ON EITHER SIDE TO PROTECT PANELS BUM SEALANT W/ ° Y 1 �I (NOT BY KINGSPAN) O THE FIELD CU THERMAL BREAK BASED UPON ACTUAL DESIGN MARRIAGE BEAD °.° I r/ ° ° FIELD CUT THERMAL L ADS AND THE 1AL REQUIREMENTS OUTSIDE CORNER TRIM BREAK I ° BUM SEALANT ° 6 F.I.P. INSULATION 4 1 1 FIELD FILL WITH ° p c (NOT BY KINGSPAN) (� I I INSULATION ° ° SELF-ADHERING VAPOR (NOT BY KINGSPAN) d n n BARRIER(AT"WARM"SIDE- 1"a I I FIELD NOTCH PANELS I. a a a NOT BY KINGSPAN) + + MIN.Y;'GAP FOR INSULATE SUPPORTING BUTYL SEALANT F.I.P.INSTALLATION "WARM"SIDE 1'' AT GIRT LOCATIONS Ya' - 14"LOW PROFILE" _. STEEL TI "WARM"SIDE f� I 1 MIN. I G GA.GALVANIZED POP RIVETS (A PARTITION 1 THROUGH FASTENER 3/4"PHIL. PAN HEAD (APPROX. 4'-O") BASE CHANNEL SELF-ADHERING ffF/ t HORIZONTAL SUPPORT VAPOR BARRIER FASTENER TO CONCRETE INSIDE CORNER TRIM t? I 1 (NOT BY KINGSPAN) (NOT BY KINGSPAN) I 1 POP RIVETS COLD SIDE INSIDE CORNER TRIM �� i / GIRT AT NON—INSULATED FLOOR SLAB HORIZONTAL SUPPORT Y4"- 14"LOW PROFILE" I 1 j J t ' 1 i CAP TRIM THROUGH FASTENER I� (NOT BY KINGSPAN) A 300 SERIES PARTITION wl CURBS BASE DETAIL B 300 SERIES PARTITION OUTSIDE CORNER DETAIL C 300 SERIES PARTITION INSIDE CORNER DETAIL D 300 SERIES PARTITION TO EXTERNAL WALL DETAIL ISSUE:SCALE: 1::3 -303 SCALE: 1:3 303 SCALE: 1:3 -303 SCALE: 1:3 -303 DOB APPROVAL SEALANT (OPTIONAL-NOT BY KINGSPAN) "'NARM"SIDE t, I I COLD SIDE (INSTALL R MP. PULL I I I FIELD ROUT PANELS �4 DOWN) CONTINUOUS BUTYL SEALANT Y4"- 14 HEX HEAD I' FOR WOOD SPLINE AT"WARM"SIDE PANEL JOINT FASTENERS BASE TRIM WITH POP I I "WARM"SIDE �/l COLD SIDE COLD SIDE I I t "WARM"SIDE It RIVETS(PRE-INSTALL COLD SIDE WEEP HOLES) I (� I J I I L A SEALANT I I I l J I FIR SPLINE f f OPTIONAL-NOT I I�I ' CONTINUOUS BUTYIL 1 I. I I :I (NOT BY KINGSPAN) li) I L —FREEZER DOOR CASING, BY KINGSPAN) � 1 1 FASTENERS,SEALANT,d SEALANT 1 I I (INSTALL AFTER REQUIRED SUPPORT I J t 1 1 TEMP. PULL I DOWN) I I ,,,, (NOT BY KINGSPAN) STACK JOINT TRIM 1/%1 . 1 I SET FIR SPLINE IN BUTYL I I " WITH POP RIVETS I I SEALANT I I I I I J CONTINUOUS BUTYL (J �� I 1 SEALANT MARRIED TO � I I (2) 1/4"PJ HEX HEAD TEK Lit SEALANT IN PANEL JOINT SCREWS w/LARGE 1 1 I I PLATE WASHERS @ 24" it "WARM"SIDE DOB SCAN STICKER CONTINUOUS BUTYL SEALANT t 1 I O.C. MAX. J I I HORIZONTAL GIRT AT"WARM"SIDE PAINEL JOINT t!' v 14 GA,GALVANIZED HIDDEN CLIP f I (I PER PANEL,PER GIRT) I� I I SELF ADHERING VAPOR FREEZER DOOR CASING, BARRIER(OPTIONAL-NOT BY REQUIRED SUPPORT i:J I 1 FASTENERS,SEALANT,# KINGSPAN) HORIZONTAL GIRT YI I 1 SELF ADHERING VAPOR CONTINUOUS BUM SEALANT (NOT BY KINGSPAN) J 1 _ f BARRIER(OPTIONAL-NOT BY WITH MARRIAGE BEAD TO SEALANT SEAL NOTES: 1) SEE DETAIL CS-TL-01-200/300 AND C5-TL-02-200/300 FOR PROPER TRIM LAP DETAILS CONTINUOUS BUTYL SEALANT { J I 1 KINGSPAN) AT"WARM"SIDE PANEL JOINT 2) CONTACT KINGSPAN TECHNICAL SERVICES FOR PROPER PANEL FASTENING AT"WARM"SIDE PANEL JOINT �1 I 1 CONTINUOUS BUM SEALANT REQUIREMENTS 1 CE NEWY E 300 SERI E5 STACK JOINT DETAIL F 300 SERIES PANEL TO GIRT DETAIL G 300 SERIES DOOR HEADER DETAIL H 300 SERI E5 DOOR JAMB DETAIL �,�Q�P���\S SCALE: 1:3 SCALE: 1:3 SCALE: 1:3 * q i o S-303 SCALE: 1:3 303 5-303 -303 �,: I�. � �w Lu a O 082359 v 90Pes S 10NP STEEL BAR JOIST,SEE FRAMING PLAN KEY MAP DBL, NUT INTERIOR FACE MINOR RIB 300 SERIES PANEL =' BOTTOM CHORD EXTERIOR FACE MINOR RIB 42"COVERAGE(1,067mm) i/2"PJ THREADED ROD HANGER TURNBUCKLE DISCLAIMERS: OPTIONAL BUM HORIZONTAL SUPPORT (RECOMMENDED FOR THESE DETAILS ARE PROVIDED AS A GUIDELINE FOR PROPER PANEL AND ASSOCIATED WASHDOWN APPLICATIONS) COMPONENT INSTALLATION,AND ARE BASED ON INDUSTRY ACCEPTED PRACTICES. I/2"O THREADED ROD HANGER MALE LEG COLD SIDE FEMALE POCKET REFRIGERATION EQUIPMENT IN COMBINATION WITH THE TEMPERATURE DIFFERENTIAL BETWEEN BUILDING EXTERIOR AND INTERIOR CAN CREATE NEGATIVE AIR PRESSURE WITHIN THE BUILDING EXPANSION FASTENERS (WARM AIR FROM OUTSIDE THE BUILDING IS DRAWN INTO THE BUILDING THROUGH AIR LEAKS BRAUN SEAFOOD V IN THE BUILDING ENVELOPE). AS A RESULT,VAPOR SEALS ARE OF PRIMARY CONCERN TO PROPER INSULATED COOLER ROOF PANEL AS REQUIRED I 1� COLD STORAGE PERFORMANCE. IN GENERAL,COLD STORAGE FACILITIES REQUIRE THE PRIMARY I 6� VAPOR BARRIER TO BE ON THE EXTERIOR(I.E."WARM"SIDE), RATHER THAN INTERIOR SIDE OF THE 30840 MAIN ROAD PANEL. COMPRESSIBLE INSULATION � I (� SUPPORT ANGLE (NOT BY KINGSPAN) (SET IN BUTYL SEALANT) CUTCHOGUE, NY 11935 PROJECTS LOCATED IN AREAS SUBJECT TO EXTREME COLD AND/OR HIGH SNOW LOADS MAY I 1"� REQUIRE MODIFICATIONS TO THESE DETAILS-CONTACT KINGSPAN TECHNICAL SERVICES FEMALE POCKET "WARM"SIDE FOR SPECIFIC PROJECT RECOMMENDATIONS. MALE LEG Owner: 1 j (4 CONTINUOUS BUTYL ALL STRUCTURAL SUPPORTS ARE NOT BY KINGSPAN AND ARE SHOWN FOR CLARIFICATION AND ( SEALANT(AT"WARM" ILLUSTRATION PURPOSES ONLY. BRAUN SEAFOOD CEILING BEAM, SEE SIDE JOINT) 30840 MAIN ROAD, CUTCHOGUE,NY 11935 FRAMING PLAN Y4"- 14 HEX HEAD CONTACT KINGSPAN TECHNICAL SERVICES FOP,MAXIMUM ALLOWABLE PANEL SPANS FASTENERS AND FASTENING PATTERNS. PL.1/4"x 4"x 4" 14 GA.GALVANIZED HIDDEN CLIP ALL SEALANTS TO BE COMPATIBLE WITH VAPOR BARRIERS AS SHOWN S-303 . 00 PARTITION TO ROOF (I PER PANEL, PER GIRT) DBL. NUT WALL PANEL INSTALLATION DIRECTION (PERPENDICULAR TO PURLIN) NOTE: FILL FEMALE POCKET(5)3/4 FULL WITH SEALANT TO PROVIDE PROPER AIR/WATER SEAL STRUCTURAL DETAILS proj.# 2019-XXX Drawn by: GWN ROOF PANEL TO ROOF FRAMING J 300 SERIES PANEL TO CEILING PANEL Date: 11/21/19 Checked by: AS 5 ALE: I:3 SCALE: I:3 K 300 SERIES EXPANDED JOINT DETAIL Scale: AS NOTED page: 15 of 17 -303 -303 S 303 SCALE: 1:3 NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: 1 1/2" 9I/2" I/ 3" 1 1/2" y CELL: 631)560-0259 2"2I I I 112" FAX: (631) 938-0784 SHEAR PL., SEE SCHEDULE BOLTS, SEE SCHEDULE (2) ROWS 3/4"0 A325N BOLTS @ 3/4"0 A325N BOLTS @ 3" O.C., I " " " I " L4 x 4 x 3/8 x T.B.D. EA. SIDE OF BEAM wl � /2 3"O.C., SEE SCHEDULE FOR QTY. I 1/2"CAP PLATE I SEE SCHEDULE FOR QTY. I 13/1 ."O HOLES EA. LEG. SEE SCHEDULE FOR 3/8"STIFFENER PLATE IN THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS 1/2"CAP PLATE ANGLE LENGTH AND NUMBER OF BOLTS LINE WITH BEAM WEB PREPARED BY THE ENGINEERING FOP.THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE 50LELY X X WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN X ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS 1 I 0 0 - — INCLUDIIIG THE COPYRIGHT. THE ENGINEER'S DRAWINGS, N p 11J uj SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE >3/1 1I0 _ _ - U1 u OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO Typ6 I W '' � �' (F) CONN. ANGLES BOLT SCHEDULE THE PROJECT OR FOP.COMPLETION OF THIS PROJECT BY OR FOR = 3/1 G I T_ F=— OTHERS 110 0 [Li w � w z BEAM "X" DIM. TO ANGLE NUMBER OF A325N BOLT I In `n `� ,tu ; 3/I GN DEPTH "D" I ST BOLT LENGTH BOLTS EA. LEG SPACING Lu Q w Q —' w tit tL w STEEL WIDE FLANGE BEAM, 8' 2 112 6 cn m 3/8"STIFFENER PL. @TOP m z 3/16 (2) 3/4 O 3 O.C. 3/8"STIFFENED:PL. @TOP AND BOTTOM OF SHEAR 10 Q SEE FRAMING PLAN 112" 1011 11 AND BOTTOM OF SHEAR 11 � � I STEEL WIDE FLANGE BEAM, 11 PLATE. LOCATE STIFFENER SEE FRAMING PLAN 12"TO 14 3312 Gil (2) 3/4"0 3" O.C. PLATE. LOCATE:STIFFENER PL. @ MID-HEIGHT FOR10 PL. @MID-11EIGHT FOR BEAMS 21"AND GREATER (3) 3/4"O 3"O.C. BEAMS 21"AND GREATER I ( 1 ) SIDE 15"TO 17" 3" 12" " (4) 3/4(� 3 O.C. l " " 11 " " p WIDE FLANGE BEAM, 18 TO 20 3 15 (5) 3/4 0 3 O.C. II SEE FRAMING PLAN STEEL COLUMN, SEE WIDE FLANGE BEAM, 21"TO 23" 3" 18" (G) 3/4"m 3"O.C. FOUNDATION PLAN SEE FRAMING PLAN Il 24 TO 26 31, 2 I lI I L3 112 x 3 112"x 3/8 x'VEA. SIDE. BOLTS, SEE SCHEDULE 2" I I/2 STEEL COLUMN, SEE SEE L4"x 4"x 3/8"x T.B.D. EA. SIDE OF BEAM w/ 112 " SEE SCHEDULE FOR ANGLE LENGTH (7) 3/4 0 ° FOUNDATION PLAN SCHEDULE 2" 1 1/2" AND NUMBER OF HOLES 13/1 G"0 HOLES EA. LEG. SEE SCHEDULE FOR ANGLE LENGTH AND NUMBER OF BOLTS BEAM "X" DIM. TO NUMBER PLATE WELD BEAM "X" DIM. TO NUMBER L3 112"x 3 112"Y, 3/8" DEPTH "D" 15T BOLT OF BOLTS THICKNESS SIZE DEPTH "D" 15T BOLT OF BOLTS LENGTH "U' 0 x o ISSUE: --- 8" 2 1/2" 2 112" 3/1 G" FILLET 8" 2 1/2" 2 G" 0 L 1011 0" 3 112" 2 11211 3/1 G"FILLET 1011 0" 3 112" 2 G" DOB APPROVAL 1 2"TO 14" 3" 3 112" 3/10 FILLET 12"TO 14" 3" 3 9" 15"TO 17" 3" 4 5/8" 114" FILLET 15"TO 17" 3" 4 12" STEEL WIDE FLANGE BEAM, STEEL WIDE FLANGE BEAM, 18"TO 20" 3" 5 3/4" I/4" FILLET 18"TO 20" 3" 5 1511 SEE FRAMING PLAN 112" SEE FRAMING PLAN 2 I"TO 23" 3" G 3/4" 5/1 G" FILLET 21"TO 23" 3" G 18" STEEL WIDE FLANGE BEAM, 24"TO 2G" 3" 7 3/4" 5/1 G" FILLET 24"TO 2G" 3" 7 2 1" (2) SIDES SEE FRAMING PIAN 27"TO 29" 3" 8 3/4" 5/1 G" FILLET 27"TO 29" 3" 8 24" A TYP. STEEL BEAM TO COLUMN WEB CONN . B TYP. STEEL BEAM TO COLUMN FLANGE CONN . C STEEL BEAM TO STEEL BEAM CONNECTION I 11 = 1'-o" It 5-304 S-304 I �-0�� 5-304 SCALE: I" = I'-o" DOB SCAN STICKER SEAL OF NEwy SSPCO ro 9 ACr . 1 m ...:. Lu X-BRACE. SEE 2N ■;s* 2 STEEL COLUMN, SEE STEEL WIDE FLANGE BEAM, 114 FRAMING SECTIONS O 082359 EXIST. FRAMING PLANS SEE FRAMING PLAN 114 2 /8351 GES O. W/ AROFESSIONP G.M.U. WALL I NEW 3/8" BENT PL. WALL TIES ( ) I ALONG TOF OF GIRT @ 32" O.C. 110RIZ. MAX. wl 3/4"0HA5-E I'-4" A3 A3255 BOLTS THREADED ROD THRU BOLTS 112" 11211 //�,, KEY MAP 0 ® 3, 0 3/1 G ® / 7 STEEL 7; 7 1* CONT. C 10 x 15.3 1' FRAMINGPLAMNNS SEE ISI ® o WASHER PL. — —III— — — ® ® o 114" x 8"x 8"TYP. ® 1 I ® 0 II I o 114 2-12 1/4 2-12 III i NOTE: STEEL COLUMN, SEE O W 12 BEAM, SEE FOR BEAM TO I FRAMING PLANS FRAMING PLANS COLUMN CONNECTION SEE DETAIL: \ 4 C 5 304 (2) 3/4"0 A325 BOLTS 1 BRAUN SEAFOOD 30840 MAIN ROAD NOTE: 3/8"SHEAR.PL.w/ X-BRACE. SEE (2) 13/16"!7) IHOLESJ114 CUTCHOGUE, NY 11935 ALL CONNECTIONS THRU EXIST. MASONRY WALLS INCLUDING FRAMING SECTIONS STEEL WIDE FLANGE BEAM, 114 GIRTS AND COLUMNS SHALL OCCUR ON EXPOSED PORTIONS SEE FRAMING PLAN Owner: OF EXTERIOR WALLS ONLY. CONNECTIONS SHALL NOT BE BRAUN SEAFOOD MADE THRU WALLS ALONG ADJACENT BUILDINGS. 30840 MAIN ROAD,CUTCHOGUE,NY 11935 STEEL GIRT TO COLUMN EXIST. C. M . U . WALL E X-BRACE TO STEEL BEAM COLUM N F X,BRACE TO STEEL BEAM COLUMN S-304 . 00 5-304 SCALE: I " = 1'-0" S-304 1 - 1 -° �O4 I = 1 -o 11 STRUCTURAL DETAILS proj.# 2019-XXX Drawn by: GWN Date: 11/21/19 Checked by: AS Scale: AS NOTED page: 16 of 17 NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: BLOCK BEHIND HANGER AS REQ'D. 112 WILSON DRIVE FASTEN TO STEEL BEAM W/(I) PORT JEFFERSON, NY 11777 0.145"0 HILTI X-EDNI P.A.F. OR PHONE: • • 51MP5ON 5/JCT OR 5/HJCT EQUIVALENT @ 24"o.c. MIN. STEEL JOIST HANGER TYP. CELL: (631)560-0259 3/4"0 A325 BOLT 3/4"T*G PLYWOOD (SEE JOIST SCHEDULE) COLD FORMED STEEL"C.. FAX: (631) 938-0784 JOIST, SEE PLAN FOR 51ZE ANS SPACING. • THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOP THI5 PROJECT APE r0 + � — — — — — — — 7NOTE: - - - - - - _ _ -- _ INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE 3/8"SPLICE PL. w/ DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN (I) 13!I G"0 HOLE ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE EIJGINEER'S DP,AWINGS, SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWUER OP,OTHERS ON OTHER PROJECTS,FOR ADDITIONS TOP,THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OFOR "C"JOIST, SEE CJOIST, SEE OTHERSFRAMING PLANS FRAMING PIANS SIMP50N 5/JCT FOR J015T TO BEAM /4 TYP, HANGER TYP. UON CONNECTION SEE DETAIL: 5" FILLET WELD 9/JCT8- 14 ATTACHED X-BRACE. SEE STEEL BEAM, SEE FRAMING PLANS C AS SHOWN TO I-BEAM FRAMING SECTIONS 5-305 (PERPENDICULAR) A X—BRACE CENTER CONNECTION B FLOOR DECK * FRAMING TO STEEL BEAM C J015T HANGER, RIGID STEEL TOP FLANGE WITH BLOCKING 5-305 5-305 SCALE: I" = 1'-0" 5-305 N.T.S. SHEARWALL END COLUMN. ISSUE: -- DOB APPROVAL � x CONTINUOUS BRIDGIING END TO END @ WHERE BRACING TERMINATES AT BUILD-UP 8'-0" O.C. MAX. BETWEEN ROWS JAMB OR POST, EXTEND CHANNEL INTO I I PUNCH-OUT. ATTACH W/ CONNECTOR PER I I k x;� TABLE 3 USING (2) #10- I G SCREWS TO I I JAMB/POST AND (2) # 10- 1 G SCREWS TO U-CHANNEL 2 1/2" MIN. EPDM ROOF MEMBRANE OVER G" x X (MIN.) RIGID ROOF INSULATION I I AND 1 112" 20 GA. METAL ROOF I i x DECK. IN � I I xX + CLIP ANGLE CONNECTOR, MARINOWARE W5C800 w/(4) #14 ATTACH USING (4) # 10- 1 G SHOULDERED SCREWS TYP. Nj I I SCREWS. CLIP ANGLE TO N DOB SCAN STICKER BE PLACED AT EACH STUD. N STEEL WIDE FLANGE BEAM, CRC TYP. I SEE ARCHITECTURAL FOR EXTERIOR I SEE FRAMING PLAN SHEATHING AND FINISH TYP. LATERAL BRACING SPLICE USE ( i ) STEEL BAR JOIST STEEL BAR JOIST SIMPSON S/LS50 OR 12" LONG CRC INVERTED OVER (SEE PLANS) (SEE PLANS) I I - 5/L570 ANGLE TYP. CENTER OF SPLICE KTED 10-I G I I G005 150-43 O O STUDS @ I G" 3/16 2 O.C., ATTACH TO BOTTOM TRACK w/ SEAL SCREWS ON EACH SIDE OF SPLICE. TYP. I I #I 0 X 3/4"S.M.S EA. SIDE, EA. STUD COLD FORMED STEEL"C"JOIST, SEE 3/16 2 I I NE PLAN FOR 51ZE AN5 SPACING, STEEL WIDE FLANGE BEAM, x 5O.C. I I ��or- Y PL.I/2" " @ 48" TYP. SP SEE FRAMING PLAN S SP O,p co, r A kx' D BRIDGING DETAIL E LATERAL STUD SHEARWALL DRACING F ROOF FRAMING TO STEEL BEAM G L.G. STUD WALL TO STEEL FRAMING m �� s w .OLID FLOOR 5-305 �� - � �� ��o o%„j314M1 N.T.S. ��OSCALE: 1” = 1'-0" SCALE: I" = I -O 82359 5-305 N.T.5. 5-305 A9°FEss>oNP� KEY MAP SEE ARCHITECTURAL FOR TOP OF PARAPET DETAIL SEE ARCHITECTURAL FOR TOP OF PARAPET DETAIL EPDM ROOF MEMBRANE OVER RIGID ROOF INSULATION EPDM ROOF MEMBRANE AND 1 1/2" 20 GA. METAL 800T 125-43 (50 ksl)TOP TRACK. ---- - OVER RIGID ROOF INSULATION 800T 125-43 (50 k51)TOP TRACK, 1/8 1-G EPDM ROOF MEMBRANE ROOF DECK. __---- ATTACH TO STUDS w/#10 X 3/4" 3/1 G 2ATTACH TO STUDS w/#10 X 3/4" 1/8 1-G OVER RIGID ROOF INSULATION CONT. H.S.S. 4"x 2 1/2"x 114"AND I I/2" GA. METAL 5. .5 EA. SIDE, EA. STUD GA. I/8 I -G S.M.S EA, SIDE, EA. STUD 3/1 G 2 ROOF DECK.. M9 � I AND I I/2 20 METAL ROOF DECK. 1/8 1 1-G I 3/4"T*G PLYWOOD - I I I I N I I I I I N I CONT. H.S.S. 4"x 2 112"x 1/4" I I I II - - - - - - - - - - - - - I I - - - - - - - - - - - - - I I I I I I IDOOD100 NflO 0 MARTNOWARE W5C800 w/ 4 #14 MARINOWARE W5C800 w/(4) #14 I STEEL BAR J015T MARINOWARE W5C800 w/(4) #14 OO�o - - - - - - - - - - - - - - BRAUN SEAFOOD SHOULDERED SCREWS TYP. — — — — — — — — — — — —— — SHOULDERED SCREWS TYP. (SEE PIANS) SHOULDERED SCREWS TYP. I STEEL BAR J015T STEEL BAR JOIST 30840 MAIN ROAD �_"C"JOIST, SEE I I I (SEE PLANS) "C"JOIST, 5EE (SEE PLANS) ( I FRAMING PIANS I I 3/1 G 2 FRAMING PLAN CTC CUE, NY 11935 SEE ARCHITECTURAL FOR EXTERIOR I I STEEL WIDE FLANGE BEAM, SEE ARCHITECTURAL FOR EXTERIOR I I 3/1 G 2 STEEL WIDE FLANGE BEAM, STEEL WIDE FIANCE BEAM, I I 5t1EATHING AND FINISH ( SEE ARCHITECTURAL FOR EXTERIOR I I SEE FRAMING PLAN SEE FRAMING PLAN SHEATHING- AND FINISH I I SEE FRAMING PLAN I I PL.1/2"x 5" @ 48" O.C. SHEATHING AND FINISH I i Owner: I I BRAUN SEAFOOD STEEL WIDE FLANGE BEAM, I I COOS 150-43 (50 ksl) STUDS @ I G" COOS 150-43 (50 ksl) STUDS @ I G"' 30840 MAIN ROAD,CUTCHOGUE, NY 11935 I I 6005150-43 (50 ksl) STUDS @ 16 SEE FRAMING PLAN O.C., ATTACH TO BOTTOM TRACK W/ I I O.C., ATTACH TO BOTTOM TRACK w/ O.C., ATTACH TO BOTTOM TRACK 01 #10 X 3/4"5.M.5 EA. SIDE, EA. STUD I 6005150-43 (50 ksl) STUDS @ I G" I I #10 X 3/4" 5.M.5 EA. SIDE, EA. STUD #10 X 3/4"5.M.5 EA. SIDE, EA. STUD S-305 . 00 I O.C., ATTACH TO BOTTOM TRACK w/ I I #10 X 3/4"5.M.5 EA. SIDE, EA, STUD STRUCTURAL DETAILS 11 L.G. STUD WALL TO STEEL FRAMING I ROOF AND WALL FRAMING TO STEEL BEAM J ROOF AND WALL FRAMING TO STEEL BEAM K GOOF FRAM i NG TO STEEL BEAM proj.# 2019-XXX Drawn by: GWN Date: 11/21/19 Checked by: AS S-305 SCALE: I " = I'-O" 5_305 SCALE: Ill = 1 '-0" 5-305 SCALE: Ill = 1'-0" 5 `J"-305 CALE: I " = 1 '-0" scale: AS NOTED page: 17 of 17