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HomeMy WebLinkAbout295 RYE STREETA-Mo-KING ' 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com %W1�1►A 295 RYE STREET SOUTH� NSOR, CT (�✓GYt U1> ..................... L A os za z, FOR PEaMI, REVISIONS: VICINITY MAP _ _ ► _ _ CONSULTANTS 08.20.21 - REVISION 1 N Z N w g N CIVIL ENGINEERING o �� �o DRAWING INDEX: o o NIA L20091e P,,l a s 29 5 FDA% ' a t m CS COVER SHEET _ _ • • �'. C G001 APPENDIX B & GENERAL NOTES • - -_ • N m G002 LIFE SAFETY PLANS • N {- CIVILN/A N/A STRUCTURAL ENGINEERING r WGPA4, INC. -- ----- 11220 ELM LANE, SUITE 201 STRUCTURAL CHARLOTTE, NC 28277 S001 - GENERAL NOTES • TEL (704) 542. 7199 FAX (704) 542.7195 - S101 _- PLANS SECTIONS AND DETAILS -_ --__ • • �31 i S102 PLANS SECTIONS AND DETAILS • MECHANICAL & PLUMBING ENGINEERING ARCHITECTURAL THE EUGENE STEINBERG COMPANY D_101 DEMOLITION ENLARGED FLOOR PLANS • • _ D102 DEMOLITION DETAILS � • � 35 BARBER POND ROAD r ti D701 DEMOLITION REFLECTED CEILING PLANS BLOOMFIELD, CT 06002 6 242-2050 A100 OVERALL PARTIAL FLOOR PLAN • I (8 0) Ar A101 ENLARGED FLOOR PLANS _ • • r. n A102 ENLARGED FLOOR PLANS & ACCESSORY SCHEDULE _ • • LU t{ A103 ENLARGED MEZZANINE PLAN • • - � A151 IMP PLAN DETAILS • • � A152 PARTITION TYPES • • ELECTRICAL ENGINEERING O A301 WALL SECTIONS • • p A302 WALL SECTIONS • SHEPHERD ENGINEERING, INC. p r . 1— ROJ ECT A401 CONCRETE & METAL DETAILS • • 1308 GRAFTON STREET 0 LOCATION A402 IMP DETAILS • WORCESTER, MA 01604 A701 ENLARGED REFLECTED CEILING PLANS • • 508 '757-7793 } A801 MILLWORK SECTIONS & DETAILS & ELEVATIONS • ( ) (n J a; A802 _ LOCKER ROOM ELEVATIONS • • =� A901 DOOR SCHEDULE & DETAILS • PLUMBING O P101 LOCKER ROOM PLUMBING PLAN • • {— �,. .aw' P600 -- __ PLUMBING SPECSLLJ -- - _ - - - � - • � U F - rF z MECHANICAL Z H101 BREAK RM LOCKER HVAC PLAN • • O f H102 DOCK HVAC PLAN • H600 HVAC SCHEDULES SPECIFICATIONS • ELECTRICAL W A E101 ENLARGED BREAKROOM FLOOR PLANS - LIGHTING _- _ • E102 ENLARGED BREAKROOM FLOOR PLANS - POWER -_� • • booqleUJ - a `I REFRIGERATION These drawings are an instrument of Service provided ly- P R001 REFRIGERATION COVER SHEET LEGENDS NOTES AND ABBREVIATIONS • by John Koury, Architect PLLC ©Copyright 2021, 539 Mammoth Lo :_—) R002 REFRIGERATION BLOCK FLOW DIAGRAM • _ _ oaks Drive, Charlotte, NC 28270. Drawings, specifications and other documents, � O �.` C�/ ® R051 REFRIGERATION PIPING SCHEMATIC • I N � Map data -` 2021. 1000 t� l KEY PLAN R052 REFRIGERATION PIPING SCHEMATIC • including those: in electronic form, prepared by the Architect and the architect's R053 REFRIGERATION PIPING SCHEMATIC • consultants arethe Architect's Instruments of Service for use solely with respect R054 REFRIGERATION PIPING SCHEMATIC • to this Project. The Architect and the Architect's consultants shall be deemed the SHEET NAME TRUE NORTH R055 REFRIGERATION PIPING SCHEMATIC • -- authors and owners of their respective instruments of service and shall retain all R056 REFRIGERATION PIPING SCHEMATIC • common law, statutory and other rights including copyrights. No portion of these R057 REFRIGERATION PIPING SCHEMATIC • documents my be reproduced without permission of John Koury, Architect PLLC, R058 REFRIGERATION PIPING SCHEMATIC nor may any part of these documents be reproduced, stored in a retrieval R059 REFRIGERATION RELIEF PIPING SCHEMATIC • y p y photocopying, g COS E p SHEET R101 REFRIGERATION OVERALL FLOOR PLAN • system, or copied b mechanical recording, or other means, COVER R102 REFRIGERATION OVERALL ROOF PLAN • known or hereafter invented, or by all means, methods, and processes known R201 _ REFRIGERATION COMPRESSOR ROOM PLAN • and hereafter invented, without permission of John Koury, Architect PLLC. R202 REFRIGERATION COMPRESSOR ROOM ROOF PLAN • R401 REFRIGERATION MISCELLANEOUS DETAILS • R402 _ REFRIGERATION MISCELLANEOUS DETAILS • R501 REFRIGERATION EQUIPMENT SCHEDULES • SHEET NUMBER GC & VENDOR OBLIGATIONS THESE CONTRACT DOCUMENTS SHOULD BE USED AS A GUIDE ONLY, THE CONTRACTOR (OR ANY SUBCONTRACTOR THRU THE G.C.) SHALL FIELD VERIFY ALL EXISITING SITE CONDITIONS PRIOR TO CONSTRUCTION, MANUFACTURING, OR INSTALLATION OF THE BUILDING OR ANY PORTION THEREOF. THE CONTRACTOR (OR ANY SUB -CONTRACTOR THRU THE G.C.) SHALL NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS. THE G.C. OR HIS/ HER SUB CONTRACTOR'S SHALL PROCEED PER ARCHITECT'S WRITTEN CLARIFICATION OF ANY DISCREPANCY OR OMISSION FOUND. THE CONTRACTOR SHALL MAINTAIN ARECORD AS -BUILT SET OF DRAWINGS ON SITE AT ALL TIMES. UPON COMPLETION OF THE PROJECT THE G.C. SHALL PROVIDE THE OWNER AND ARCHITFCT WITH A r..OPV nr= TNF nc-RI III Twul"I noAWKIne ALL VENDORS SHALL BE FULLY RESPONSIBLE FOR FIELD VERIFYING ALL CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. ARCHITECT SHALL NOT TAKE RESPONSIBILITY FOR DISCREPANCIES BETWEEN THESE CONTRACT DOCUMENTS AND ACTUAL FIELD / BUILDING CONDITIONS DUE TO MODIFICATIONS IN THE FIELD. GENERAL CONSTRUCTION NOTES 1. NORTH ARROW PROVIDED FOR REFERENCE TO ROOM FINISH SCHEDULE. 2. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, CONTRACTOR SHALL REQUEST CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING. 3. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED ON DRAWINGS FOR LAYOUT OF WORK. 4. PROVIDE WOOD BLOCKING IN METAL STUD WALLS BETWEEN WALL STUDS AS REQUIRED FOR INSTALLATION OF FIXTURES, EQUIPMENT, CABINETS, RAILINGS, AND OTHER ITEMS OF WORK REQUIRING ATTACHMENT OR SUPPORT, ALSO INCLUSIVE OF ALL REQUIREMENTS OF NCSBC AND ANSI 117.1-03, 5. PROVIDE 4 x 8 PAINTED FIRE RETARDANT TREATED (FRT) PLYWOOD PANEL FOR PHONE MOUNTING PER TENANTS DIRECTION. COORDINATE FINAL LOCATION WITH TENANT. 6. CONTRACTOR TO STRIP AND CLEAN AREAS OF EXPOSED SLAB IN PREPARATION OF NEW FLOOR FINISHES. PATCH ALL HOLES AND UNEVEN CONCRETE TO PROVIDE SMOOTH SURFACE. PREP SURFACE AS REQUIRED BY MANUFACTURING REQUIREMENTS. ALSO SEE FLOOR FINISH NOTES THIS SHEET- TYP. 7. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN HEREIN WITH PLANS, SECTIONS, AND DETAILS PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE AND SHALL NOTIFY ARCHITECT IN WRITING OF DISCREPANCIES. 8. INTERIOR SIGNAGE IS THE RESPONSIBILITY OF THE TENANT. HANDICAPPED SIGNAGE AT RESTROOMS IS EXISTING PER NCSBC AND ANSI 117.1-03. ALSO SEE HANDICAP SIGNAGE REQUIREMENTS THIS SHEET- TYP. 9. GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL EQUIPMENT WITH TENANT PRIOR TO INSTALLATION OF FOI IIPMFNT nR OUTLETS --- ------ -.---....._.., - UUILEIS 10. BUILDING STANDARD BLINDS ARE NOT PART OF THIS CONTRACT. 11. ALL PLYWOOD IN TYPE I&II BUILDINGS TO BE FRT. PRIVACY AND INTERNET POSTING NOTICE TO ALL PRINT SHOPS, AG.C. AND GENERAL CONTRACTORS, MARKET DATA RESEARCH FIRMS, ETC. ARCHITECT STRICTLY PROHIBITS POSTING OF PROPRIETARY DRAWINGS OF ANY ARCHITECT PROJECT ON WEBSITES FOR VIEWING, PRINTING OR FOR ANY OTHER PURPOSE. FAILURE TO FOLLOW THIS POLICY MAY CONSTITUTE COPYRIGHT INFRINGEMENT AND MAY RESULT IN REJECTION OF BIDS, AND OTHER LEGAL ACTION(S). ANY AND ALL QUESTIONS REGARDING THIS POLICY SHOULD BE DIRECTED TO: JOHN KntIRY AIA 704.206.0212 INTELLECTUAL PROPERTY BY COPYRIGHT LAW, AT NO TIME SHALL ARCHITECT NAME, LOGOS, OR AFFILIATED INFORMATION BE ADJUSTED CROPPED, OR OTHERWISE MANIPULATED WITH CURRENT TECHNOLOGY KNOWN TODAY OR TO BE INVENTED IN THE FUTURE. WITH ALL MEDIA RELEASES REGARDING PROJECT OR MATERIAL AFFILIATED WITH ARCHITECT, ARCHITECT SHALL BE NOTIFIED IN ADVANCE AND APPROVE MEDIA RELEASES IN COMPLIANCE WITH COPYRIGHT LAWS. ARCHITECT IS TO RECEIVE FULL CREDIT FOR WORK COMPLETED WHETHER IN RELATION TO MEDIA RELEASES, WEBSITES, OR OTHER MAKRETING TOOLS KNOWN TODAY OR TO BE INVENTED IN THE FUTURE. FIRE EXTINGUISHERS FIRE EXTINGUISHER TYPFS AND I nr.ATInNS ARP nf=clCnIATCn nI1 TIJC LIFE PAI 1 T. I I��T �..,... ----- ✓wlvl.n I �u vlv I nc urC JxrC I Jrttt I J tfU I FINAL LUI;A I IUN AND QUANTITY OF FIRE EXTINGUISHERS TO BE COORDINATED BY G.C., FIRE MARSHALL & BUILDING INSPECTOR. G.C. TO REVIEW BUILDING PLANS FOR LOCATION WITH FIRE MARSHALL & WALK THROUGH BUILDING PRIOR TO SUBSTAINTIAL COMPLETION TO VERIFY LOCATION & NUMBER OF EXTINGUISHERS. LOCATION & NUMBER TO BE APPROVED IN WRITING BY INSPECTOR. DIMENSION GENERAL NOTES 1. PARTITION DIMENSIONS TO FINISH FACE OF PARTITION, UNLESS NOTED OTHERWISE. (3 5/8" METAL STUDS W/ 5/8" GYP. BOARD.) 2. DIMENSIONS SHOWN ON DRAWINGS FOR STEEL COLUMNS ARE TO CENTERLINE OF COLUMN AS INDICATED 3. UNDIMENSIONED DOORS TO BE 3" FROM FINISH FACE OF ADJACENT PARTITION TO DOORJAMB, UNLESS NOTED OTHERWISE. 4. FOR ANY MISSING DIMENSION OR DIMENSIONS IN QUESTION, CONTRACTOR IS TO CONTACT ARCHITECT FOR CLARIFICATION. IN NO CASE SHOULD DRAWINGS BE SCALED PARTITION GENERAL NOTES 1. ALL PARTITIONS TO MEET COMPLIANCE TO IBC. EXCEPTION STATES: PARTITIONS NOT TALLER THAN 9' ARE REQUIRED TO BE BRACED TO BUILDING STRUCTURE WHEN THE HORIZONTAL SEISMIC LOAD DOES NOT EXCEED 5PSF REQUIRED 2. ALL PARTITIONS ABOVE 9' TO BE BRACED TO STRUCTURE WITH 1-5/8" STUD. ATTACH WITH (3) 0.145" DIAMETER P.A.F. (POWDER ACTUATED FASTENER) AT STRUCTURE & (3) #10 SCREWS AT TOP OF PARTITION. 3. IF BUILDING STRUCTURE IS 20' CLEAR MAX., G.C. MAY BRACE TO ONE SIDE OF PARTITION. iF ABOVE BRACING SHALL BE SPACED AT 8'-0" MAX. 4. IF BRACING DETAILS ARE REQUIRED, G.C. TO CONTRACT WITH STRUCTURAL ENGINEER AS REQUIRED. IF PARTITION IS TO BE INSULATED, ALL INSULATION SHALL BE UNFACED OR HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 & A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. HARDWARE GENERAL NOTES 1. G.C. & SUBCONTRACTOR TO COORDINATE INSTALLATION OF ALL HARDWARE AND MOUNTING HEIGHTS ARE IN ACCORDANCE WITH APPLICABLE CODES AND ACCESSIBILITY CODES AS WELL AS MEET ADA TYP. 2. ALL EXTERIOR DOORS SHALL HAVE DRIP CAPS - PROPERLY INSTALLED AND CAULKED TO PREVENT WATER AND WEATHER INFILTRATION - TYP. 3. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPPING INSTALLED SUCH TO PREVENT WATER AND WEATHER INFILTRATION INTO THE BUILDING - TYP. 4. AT LOCATIONS WHERE OPENINGS ARE REQUIRED TO BE RATED, ALL HARDWARE SHALL HAVE THE SAME RATING AND BE PROVIDED WITH A UL # LISTING RATING. THIS SHALL BE PROVIDED AS PART OF SHOP DRAWINGS. 5. ALL HARDWARE SUPLIED SHALL FULLY COMPLY WITH ADA REQUIREMENTS. THE INSTALLER IS RESPONSIBLE FOR MEETING ADA HEIGHTS AND CLEARANCE REQUIREMENTS. WHILE DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S ATTCAITInC n A1 TLJAnl OTr - I-, -- ... _-_..__..-.-. _ ___ - A, 1 I I ON I nC ARCHI I w I IJ NV I LIAbLt NUK KL61JON61BLE FOR ANY MANUFACTURING OR INSTALLATION OR FIELD CONDIDI TIONS. INTERIOR FINISH NOTES 1. ALL INTERIOR FINISHES. FLOOR CnVFRINr;R PAINT rn1 OPQ GrI T Tn oC oCo IAITCOnn TCAIA \1Tn - ,-„r.-.,- w, w ...v I. I V ✓� r L.I� uv I CRVR I CIVAIV I J OULU I IUNS 2. ALL FINISHES TO COMPLY WITH TABLE 803.3 PER I.F.C. 3. CONTRACTOR SHALL INSTALL LAY -IN CEILING GRID AND TILE SPECIFIED IN ORIENTATION SHOWN ON REFLECTED CEILING PLAN - PER SEISMIC CLASS C PER 1621. 4. GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL EQUIPMENT WITH TENANT PRIOR TO INSTALLATION OF EQUIPMENT OR OUTLETS. PUNCHLIST AT TIME OF BUILDING PUNCHLIST, THE FOLLOWING MUST OCCUR: 1. BUILDING MUST BE READY TO BE PUNCHED. IF BUILDING IS NOT READY, ARCHITECT WILL NOT PUNCH, UNLESS ADDITIONAL SERVICES ARE INCURRED, AND APPROVED BY OWNER. 2. AT PUNCHLIST, A REPRESENTATIVE FROM THE FOLLOWING GROUPS MUST BE PRESENT & ENGAGE IN PUNCHLIST WALKTHROUGH: ARCHITECT, OWNER, AND TENANT. FLOOR FiiviSH NV I ES GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL CONCRETE FLOOR SLABS (EITHER NEW OR EXISTING) FOR COMPLIANCE WITH MFR'S REQUIRMENTS RELATIVE TO ACCEPTABLE MOISTURE & PH LEVELS FOR EACH FLOOR FINISH INDICATED. WRITTEN COPIES OF THESE TESTS MUST BE PROVIDED TO THE OWNER AS PROOF OF COMPLIANCE OR NON COMPLIANCE. FAILURE TO TEST FLOORS OR PROVIDE TEST RESULTS SHALL CAUSE THE GENERAL Cnn nNTRAU01? TO RF I IAPI P GR Ceanl ITInAI 0 - -- - -•. • . - .- ..-.. . v v- ", ,v"" I vI l ✓LIYIVLI 1 IVIY IX REPLACEMENT OF FLOOR FINISHES DUE TO FAILURES. A MFR'S APPROVED FIELD APPLIED WATERPROOFING MEMEBRANE COATING SHALL BE APPLIED PRIOR TO INSTALLING ANY FLOOR FINISH IF ONE OF THE FOLLOWING CONDITIONS EXISTS: 1. THE SLAB (NEW OR EXISTING) DOES NOT MEET THE MFR'S REQUIREMENTS FOR MOISTURE CONTENT, PH, ETC. FOR FLOOR FINISH INSTALLATION. 2. THE FLOOR FINISHES ARE TO BE APPLIED IN SLAB AREAS INDICATED AS HAVING NO VAPOR BARRIER UNDER THE SLAB. 3. ON SLAB AREAS WHERE IT CAN NOT BE DETERMINED IF A VAPOR BARRIER EXISTS UNDER THE SLAB. 4. WHERE FLUXUATIONS IN TEST RESULTS EXIST, SHOWING RESULTS BOTH IN & OUT OF COMPLIANCE. (THIS INDICATES THAT WEATHER MAY PLAY A ROLE IN MOISTURE CONTENT & SLAB WILL BE AT RISK OF FLOOR FINISH OR ADHESIVE FAILURE). MILLWORK GENERAL NOTES 1. PROVIDE SHOP DRAWINGS ON MILLWORK FOR REVIEWAND APPROVAL. G.C. TO VERIFY DIMENSIONS OF ALL APPLIANCES PRIOR TO CABINET FABRICATION TO ADJUST DIMENSIONS AS REQ. SHOP DRAWING REVIEW NOTES THE ARCHITECT AND ITS CONSULTANT(S) SHALL REVIEW FOR COMPLIANCE OR TAKE OTHER APPROPRIATE ACTION ON THE GENERAL CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND OTHER DATA, WHICH THE GENERAL CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPTAND THE INFORMATION SHOWN IN THE CnNSTRIrvTlnki nnr`l IAACAITC TUIQ DC1/Icul [M IA.. ..^- ...^, . -_ _.._ ✓vvvmLly I Q. I I nJ nCVICVV 01-IMLL IVV I INULUUt KtVltVV UI- I Hl- ACCURACY OR COMPLETENESS OF DETAILS, SUCH AS QUANTITIES, DIMENSIONS, WEIGHTS OR GAUGES, FABRICATION PROCESSES, CONSTRUCTION MEANS AND METHODS, COORDINATION OF THE WORK WITH OTHER TRADES OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ARCHITECT'S AND ITS CONSULTANT(S) REVIEW OF ANY SHOP DRAWINGS SHALL BE DONE WITHIN A REASONABLE TIMEFRAME OF FOURTEEN BUSINESS DAYS, FROM RECEIPT OF SHOP DRAWINGS. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT THE ARCHITECT AND ITS CONSULTANT(S) HAVE REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE ARCHITECT AND ITS CONSULTANT(S) SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ITS CONSULTANT(S) IN WRITING, BY THE GENERAL CONTRACTOR. THE ARCHITECT AND ITS CONSULTANT(S) SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OR CORRELATED ITEMS HAVE NOT BEEN RECEIVED. THE GENERAL CONTRACTOR WILL BE REQUIRED TO SUBMIT TO THE ARCHITECT THE FOLLOWING MINIMUM SETS OF SHOP DRAWINGS FOR REVIEWAND COMPLIANCE OF THE DESIGN INTENT OF THE PROJECT. THE MINIMUM SHOP DRAWINGS TO BE SUBMITTED INCLUDE, BUT ARE NOT LIMITED TO: BUILDING UPFIT • -ACT LAMINATES VCT • INTERIOR WINDOWS CARPET • OUTLET PLATES CERAMIC TILE . WALL BOARD HARDWOODS . INSULATION SPECIALTY FLOORING, . PLUMBING SUCH AS ESD, ANTI -FUNGAL, ETC. • BATH ACCESSORIES PAINT/WALL FINISHES . MILLWORK DOOR FINISHES • SPECIALTY CEILINGS DOOR HARDWARE . METAL STUDS LIGHTING . ELECTRICAL SWITCHGEAR COVE BASE HANDICAP SIGNAGE F__] u 11�-I- 2 !I'-- i 11 ! 1 I T. // 1\ I 1 7 II L _ J 5- �1A11r MEN WOMEN 3 EN'S TOILE WOMEN's TOILET [__� �__-__� �__ 4 NOTES: (TYPICAL FOR ALL SIGNS) 1. 6" MINIMUM BORDER DIMENSION - MALE/FEMALE FIGURES 2. USE OF MALEIFEMALE CARICATURES REQUIRED 3. LETTERS SHALL BE RAISED 1/32" FROM THE BACKGROUND ON WHICH THEY ARE MOUNTED AND SHALL BE 5/8" MIN TO 2" MAX IN HEIGHT, CAPITAL LETTERS ONLY. CHARACTERS SHALL HAVE SHARPLY DEFINED EDGES AND MAY BE SANS OR SIMPLE SERIF. 4. ALPHANUMERIC SIGNAGE SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. 5. LETTERS AND NUMBERS ON SIGNS SHALL HAVE WIDTH TO HEIGHT RATION BETWEEN 3:5 AND 1:1. STROKE WIDTH RATIO SHALL BE BETWEEN 1:5 AND 1:10. 6. ALL SIGNS SHALL HAVE LETTERS, NUMERALS, CHARACTERS AND THE BACKGROUND ON WHICH THEY ARE LOCATED IN EGG -SHELL, MATTE, OR OTHER NON -GLARE FINISH ONLY. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THE BACKGROUND ON WHICH THEY ARE MOUNTED EITHER BY HAVING LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 7. SIGNS SHALL BE LOCATED ON THE WALL OR PARTITION ADJACENT TO THE STRIKE JAMB/LATCH SIDE OF DOOR, OR ON NEAREST ADJACENT WALL OR PARTITION IF NO SPACE AVAILABLE ON STRIKE JAMB/LATCH SIDE OF DOOR. 8. MOUNTING LOCATInN :;HAI I BF SI ICH THAT A DI=Rcnkl (IAnl A000nnnu Tn rAlIT IM �N.,AA....... ,-.,,.,.,,.,-��... _ -nvvll only nrrr%vnvn 1 v vvl l r111V 6 VVI I MUU I tNVUUN 1 tKINU PRU I RUDING OBJECTS OR HAVING TO STAND WITHIN THE SWING OF A DOOR. 9. THE SIGN HORIZONTAL CENTERLINE SHALL BE 60" A.F.F. 10. SIGNS IDENTIFYING SAFETY DEVICES INTENDED FOR PUBLIC USE SHALL HAVE THE HORIZONTAL CENTERLINE AT SAME HEIGHT AS DEVICE. SIGNS MAY BE LOCATED TO LEFT OR RIGHT OF DEVICE. IF DEVICE IS IN A CABINET, SIGN SHALL BE LOCATED ON THE WALL ADJACENT TO THE DOOR OPERATING HANDLE. 11. INTERIOR SIGNS WHICH DESIGNATE PERMANENT ROOMS AND SPACES SHALL COMPLY WITH THESE REQUIREMENTS. SAFETY DEVICES INTENDED FOR PUBLIC USE SHALL BE IDENTIFIED WITH SIGNAGE COMPLYING TO THESE REQUIREMENTS. SPRINKLER DESIGN/ FIRE PROTECTION GENERAL NOTES 1. THE DESIGN BUILD SPRINKLER DESIGN SHALL BE COMPLETED IN FULL BY THE SUBCONTRACTOR - TYP. 2. SUB -CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING FLOW TESTS WHERE REQUIRED TO DETERMINE THE NEED FOR PUMPS OR TANKS, ETC. AS WELL AS ANY ADDITIONAL LOCAL MUNICIPALITY REQUIREMENTS IN ADDITION TO THE BUILDING CODE AND NFPA 13 OR NFPA 13ESFR-TYP. 3. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR, BUT NOT LIMITED TO, SPRINKLER HEAD LAYOUT, RISER DESIGN, PUMP DESIGN WHEN APPLICABLE, ALL REQUIRED HYDRAULIC CALCULATIONS, FIRE ALARM PANEL AND MONITORING SYSTEM, FLOWAND TAMPER CONNECTIONS, AND COORDINATION WITH ALL OTHER APPLICABLE TRADES INCLUSIVE OF HORNS AND STROBES - TYP. 4. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING THE DESIGN AND ALL REQUIRED SUBMITTALS FOR PERMITS WITH REGARDS TO THIS WORK - TYP. 5. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE G.C. WITH HARD COPIES OF DOCUMENTATION THAT ALL OF THIS WORK HAS BEEN COMPLETED; THE GC, IN TURN, SHALL BE REQUIRED WITH PROVIDING THE ARCHITECT COPIES OF ALL FINAI nF:;Ir,N CALCULATIONS, IONS, AND PERMITS IN WRITING - TYP. -- ---......---_._. 6. INFORMATION CONCERNING AUTOMATIC SPRINKLER PROTECTION DESCRIBES TYPICAL CONDITIONS ONLY. ARCHITECT IS IN NO WAY RESPONSIBLE FOR THE DESIGN, SPECIFICATION, CALCULATIONS, & CONFIGURATION OF THE AUTOMATIC FIRE SPRINKLER/FIRE PROTECTION SYSTEM. THE DESIGN, APPROVAL, & COMPLIANCE OF THIS WORK SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR & THE DESIGN/BUILD SPRINKLER SUB -CONTRACTOR - TYP. ABBREVIATIONS A H AFF ABOVE FINISHED FLOOR ACOUS ACOUSTICAL ACT ACOUSTICAL CEILING TILE AP ACOUSTICAL PANEL ADJ. ADJUSTABLE A.C. AIR UUNDI I IUNING AHU AIR HANDLING UNIT ALT. ALTERNATE ALUM ALUMINUM APPROX. APPROXIMATELY ARCH ARCHITECTURAL B BRIG. BEARING BLKG. BLOCKING BD. BOARD ROT. Bnrrnnn B.O. BOTTOM OF BLDG. BUILDING C CAB. CABINET CAP. CAPACITY C.O. CASED OPENING CLG. CEILING CTR. CENTER CT CERAMIC TILE CLR. CLEAR CLO. CLOSET C.W. COLD WATER COL, rnLLIMN CONC. CONCRETE CMU CONCRETE MASONRY UNIT CONST. CONSTRUCTION CONT. CONTINUOUS C.J. CONTROL JOINT DEPT. DEPARTMENT DET. DETAIL DIA. DIAMETER DIM. DIMENSION DN DOWN D.S. DOWNSPOUT DWG. DRAWING D.F. DRINKING FOUNTAIN H.C. HANDICAP HDW. HARDWARE HTG. HEATING HVAC HEATING, VENTILATING, & AIR CONDITIONING HGT. HEIGHT H.D. HEAVY SUTY H.P. HIGH POINT HC HOLLOW CORE HM HOLLOW METAL HORIZ. HORIZONTAL HB HOSE BIBB H.W. HOT WATER HR. HOUR HYD. HYDRANT i INCHES IN. INSUL. INSULATION Q QTY. QUANTITY R RAD. RADIUS RECP. RECEPTACLE REF. REFERENCE FCP REFLECTED CEILING PLAN REFR. REFRIGERATOR REINF. REINFORCING REQ'D. REQUIRED R.A. RETURN AIR REV. REVISION R.O.W. RIGHT OF WAY R.D. ROOF DRAIN RM. ROOM R.O. ROUGH OPENING RD. ROUND INT. INTERIOR S.S. SERVICE SINK INV. INVERT SHT. SHEET SC SOLID CORE J STC SOUND TRANSMISSION CLASS JT. JOINT SPEC. SPECIFICATION SPR. SPRINKLER K SF SQUAREFOOT K.D. KNOCK -DOWN SQ.IN. SQUARE INCH K.O. KNOCK -OUT STD. STANDARD STL. STEEL LBL. LAM. LAV. LT.WT LTG. L.P. LB., # M.D.F. MAINT MFR. MFG. MAS. M.O. MAT. MAX. 1"v1ECH. EA. EACH MTL. EWC ELECTRIC WATER COOLER MIN. ELEC. ELECTRIC (ELEC) MISC. EL. ELEVATION M.R. ELEV. ELEVATOR MTD. EMERG. EMERGENCY MTG. ENTR. ENTRANCE EQ. EQUAL N EQUP. EQUIPMENT NOM. EXIST. EXISTING NC E.J. EXPANSION JOINT N/A EXP. EXPOSED N.I.C. EXT. EXTERIOR N.T.S. E.I.F.S. FXTFRIOR INSATION FINIH YTne SSSEY. kin .UL V F 0 F.O. FACE OF O.C. FIN. FINISH OPNG. F.F. FINISH FLOOR OPP. F.E. FIRE EXTINGUISHER OPP.HD. F.E.C. FIRE EXTINGUISHER CABINET OH. F.PRF. FIREPROOF (OR FIREPROOFING) O.R.D. FLR. FLOOR F.D. FLOOR DRAIN FLUOR. FLUORESCENT FT. FOOT, FEET FTG. FOOTING FDN. FOUNDATION G GA. GAGE, GAUGE GAL. GALLON GALV. GALVANIZED GC GENERAL CONTRACTOR GL. GLASS GYP. GYPSUM GWB GYPSUM WALL BOARD PTD. PR. PNL. PLAS. PL PLUMB. PWD. PEMB PVC PSF PSI PREFAB. PREFIN. P.T. PROP. LADEL T LAMINATE TBD TO BE DETERMINED LAVATORY TEL. TELEPHONE LIGHT WEIGHT TEMP. TEMPERED LIGHTING THK. THICK (OR THICKNESS) LOW POINT TOIL. TOILET POUND T&G TONGUE & GROOVE T.O. TOP OF T.O.W. TOP OF WALL MEDIUM DENSITY FIBERBOARD T. TREAD MAINTENANCE TYP. TYPICAL MANIIFA�TI IRFR MANUFACTURING U MASONRY U.L. UNDERWRITER'S LABORATORIES MASOONRY OPENING U.N.O. UNLESS NOTED OTHERWISE MATERIAL MAXIMUM V MECHANICAL V.I.F. VERIFY IN FIELD METAL V.T.R. VENT THRU ROOF MINIMUM VENT. VENTILATION MISCELLANEOUS VERT. VERTICAL MOISTURE RESISTANT VEST. VESTIBULE MOUNTED MOUNTING W WTR. WATER W.C. WATER CLOSET NOMINAL W. P. WEATHERPROOF (WATERPROOF) NON-COMBUSTIBLE WGT. WEIGHT NOTAPPLICABLE W/ WITH NOT IN CONTRACT W/0 WITHOUT NOT TO SCALE WD. WOOD NUIMDER Y YD. YARD ON CENTER OPENING OPPOSITE OPPOSITE HAND OVERHEAD OVERFLOW ROOF DRAIN PAINTED PAIR PANEL PLASTIC PLATE PLUMBING PLYWOOD PRE-ENGINEERED METAL BLDG. POLY -VINYL CHLORIDE POUNDS/SF POUNSAN. PREFABRICATED PREFINISHED PRESSURE TREATED PROPERTY Name of Project: Aldi South Windsor Office & Warehouse Renovations Phase 5 Address: 295 Rye Street South Windsor, Connecticut Zip Code 06074 Owner or Authorized Agent: Carl Morse Phone # 704 365 3160 Owned By: ❑ City/County ■ Private ❑ State Code Enforcement Jurisdiction: ■ City South Windsor ❑ County ❑ State CONTACT: DESIGNER FIRM NAME LICENSE # PHONE # E-MAIL Architectural John Koury Architect PLLC John Koury 13765 Civil - 704-206-0212 John@jnkoury.com Electrical Shepherd Engineering, Inc. Robert J. Figuerido 25486 Fire Alarm 508-757 7793 mboisseauna.comelectdcal.com Shepherd Engineering, Inc. Robert J. Figuerido 25486 Plumbing 508-757-7793 mboisseauna,comelectrical.com TESCO Engineering, Inc. Tammy Robbin 32025 Mechanical 860-242-2 550 brobbin@tescomech.com TESCO Engineering, Inc. Tammy Robbin 32025 Sprinkler/ - _ 860-242-2050 brobbin(itescomech.com Standpipe Structural Retaining Walls WGPM Inc. Andrew Blain 30389 _ _ 704-542-7199 ablainfi,wgpminc.com _ > 5' High Other/ EA Design Concepts Inc. James S. Depew 25547 Refrigeration 717 625 4148 de ew webbersmith.com 2015 IBC CODE FOR: ❑ New Construction ❑ Addition ■ Renovation ❑ 1st Time Interior Completion ❑ Shell/Core ❑ Phased Construction - Shell/Core 2015 EXISTING BUILDING CODE: ❑ Prescriptive ❑ Repair ❑ Chapter 14 ❑ Level I ■ Level II ❑ Level III ❑ Historic Property ❑ Change of Use CONSTRUCTED: (date) 2007 ORIGINAL OCCUPANCY(S): (Ch. 3) S-2 & B (Non -Separated Mixed Use) RENOVATED: (date) 2018 CURRENT OCCUPANCY(S): (Ch. 3) S-2 & B (Non -Separated Mixed Use) RISK CATEGORY (table 1604.5): Current: ❑ I ■ II ❑ III ❑ IV Proposed: ❑ I ■ II ❑ III ❑ IV BASIC BUILDING DATA Construction Type: ❑ I -A ❑ II -A ❑ III -A ❑ IV ❑ V A (check all that apply) ❑ I-B ■ II-B ❑ III-B ❑ V-B Sprinklers: ❑ No ❑ Partial ■ Yes ■ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D Standpipes: ■ No ❑ Yes Class: ■ 1 ❑ II ❑ III ■ Wet ■ Dry -in Freezer Areas Fire District: ■ No El Yes Fire Hazard Area: ■ No ❑ Yes Special Inspections Required: ■ No ❑ Yes Gross Building d n 9 Area . ft. (q ) FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB -TOTAL 6th Floor . 5th Floor 4th Floor . 3rd Floor 2nd Floor . Mezzanine 11,170* 2,294* 13,464* 1st Floor 660,993 660,993 Basement . TOTAL 660,993 660,993 *Mezzanine square footage doesn't contribute to the building area per section 505.2 of the 2015 IBC ALLOWABLE AREA Primary Occupancy Classification: SELECT ONE Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ A-4 ❑ A-5 Business ❑ Educational ❑ Factory ❑ F-1 Moderate ❑ F-2 Low Hazardous ❑ H-1 Detonate ❑ H-2 Deflagrate ❑ H-3 Combust ❑ H4 Health ❑ H-5 HPM Institutional ❑ 1-1 rnndifinn ❑ I ❑ 2 El 1-2 Condition El El ❑ 13 Condition El 1 ❑ 2 ❑ 3 El 4 El 5 ❑ 1-4 Mercantile ❑ Residential ❑ R-1 ❑ R-2 ❑ R-3 El R-4 Storage ❑ S-1 Moderate ■ S-2 Low ■ High -piled ❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Garage Utility and ❑ Miscellaneous Acr'es.orYwuu uFaill,"vlajZIIit,aLIUII. r N r Business Storage (S-1) Assembly (A-3j Incidental Uses (Table 509): _ Existing 2,800 SF (separated as required per Table 509) Special Uses (Chapter 4 - List Code Sections): . Special Provisions (Chapter 5 - List Code Sections): . Mixed nnninnrim- 1-1 tin n vex c..,....,.4;. n rna � ...-.------r-^-,• - - M 1 co OCNdIdUVII• - Hr. Exception: "" ■ Non -Separated Use (508.3) The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building ❑ Separated Use (508.4) - See below for area calculations See below for area calculations For each story, the area of the occupancy shall be such that the sum of the ratios of the actualflorr area of each use divided by the allowable floor area for each use shall not exceed 1. Actual Area of Occupancy A Actual Area of Occupancy B + _ Allowable Area of Occupancy A Allowable Area of Occupancy B -< 1 . + + ...... _ < 1.00 Story No. Description and Use (A) Bldg. Area Per Story (Actual) (B) Table 506.2 Area 4 (C) Area for frontage increase I (D) Allowable Area or I lnlimitad 3 (E) Maximum Building Area 4 8-2 Storage 169,486 104,000 Unlimited per 507.4 1 Business 169,486 92,000 Unlimited per 507.4 Mezzanine S-2 Storage 13,464 101,000 Unlimited per 507.4 1 Frontage area increases from Section 506.3 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet minimum with = (F) b. Total Building Perimeter = (P) c. Ratio (F/P) _ d. W = Minimum width of public way = (W) e. Percent of frontage increase I f =100 [F/P - 0.25] x W/30 = 2 Unlimited area applicable under conditions of Section 507. 3 Maximum Building Area = total number of stories in the building x D (maximum 3 sotries, 506.2) 4 The maximum area of open parking must comply with Table 406.5.4. 5 Frontage increase is based on the unsprinklered area value in Table 506.2. ALLOWABLE HEIGHT Existing Building - no changes made Allowable (Table 503) Shown on Plans ! Code Reference Building Height in Feet 75'-0" 51'4" Table 504.3 Building Height in Stories 4 1 Table 504.4 1 Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4 2 The maximum height of air traffic control towers must comply with Table 412.3.1 3 The maximum height of open parking garages must comply with Table 406.5.4 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS FIRE PROTECTION REQUIREMENTS BUILDING ELEMENT Structural Frame, including columns, girders, trusses Fire Separation distance FeetDetail (Feet)�REU�'DProvided N/A # and Sheet # Design # For Rated Assembly Design # for Rated Penetration Design # for Rated Joints 0 ed Reduction 0 Bearing Walls Exterior North > 60 NC NC East > 60 NC NC West > 60 NC NC South > 60 NC NC Interior - _ _ Nonbearing walls and Partitions Exterior North _ _ _ - East _ _ _ West _ _ _ South _ _ Interior walls & partitions N/A 0 0 Floor Construction "* including supporting beams and joists NIA NC NC Roof Construction including supporting beams and joists N/A NC NC Shafts Enclosures - Exit N/A N/A N/A Shafts Enclosures -Other N/A N/A N/A 0 N/A 0 Corridor Separation Occupancy Separation N/A 0 0 Party/Fire Wall Separation N/A NIA N/A Smoke Barrier Separation N/A N/A N/A Tenant Separation N/A N/A N/A Incidental Use Separation I N/A N/A N/A Inalcate section number permitting reduction NC - Indicates Non -Combustible N/A - Not applicable/Not Required . -Rr _G OF WALL OPENING CAL%OVLA I IWIM0 Fire Separation Distance (Feet from property lines) Degrees of Openings Protection (Table 705.8) Allowable Area (%) Actual shown on plans (%) > 60' Protected (P) No Limit -10% LIFE SAFETY SYSTEM REQUIREMENTS Emergency Lighting: ❑ No ■ Yes Exit Signs: ❑ No ■ Yes Fire Alarm: ❑ No ■ Yes Smoke Detection Systems: ■ No ❑ Yes ❑ Partial Carbon Monoxide Detection: ■ No ❑ Yes LIFE SAFETY PLAN REQUIREMENTS Life Safety Plan Sheet#, if Provided G002 ❑ Fire and/or smoke rated wall locations (Chapter 7) ❑ Assumed and real property line locations (if not on the site plan) ❑ Exter'or .vall openirlg area wltll respect to distance to assumed properly lines (705.8) ■ Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.2) ■ Occupant loads for each area ■ Exit access travel distances (1017) ■ Common path of travel distances (1006.2.1 & 2006.3.2(1)) El Dead end lengths (1020.4) ■ Clear exit widths for each exit door ■ Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3) ■ Actual occupant load for each exit door ❑ A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation and supporting construction for a fire barrier/fire partition/smoke barrier. ■ Location of doors with panic hardware (1010.10) ❑ Location of doors with delayed egress locks and the amount of delay (1010.1.9.7) ❑ Location of doors with electromagnetic locks and the amount of delay (I010.1.9.9) ❑ Location of doors equipped with hold -open devices ❑ Location of emergency escape windows (1030) ❑ The square footage of each fire area (2uzz) ❑ The square footage of each smoke compartment for Occupancy Classification 1-2 (407.5) ❑ Note any code exceptions or table notes that may have been utilized regarding the items above Section/Table/Note Title ACCESSIBLE DWELLING UNITS (Section 110) Total Units Accessible Units Accessible Units Required Provided Type A Units Required Type A Units ! Type B Units Provided Required Type B Units Provided I Total Accessible Units Provided N/A I I I 1 I 1 No change ACCESSIBLE PARKING Existing Parking - no changes made (Section 1106) Lot or Parking Area Total # of Parking Spaces # of Accessible Spaces Provided Total #Accessible Provided 7Required Provided Regular with 5' Access Aisle Van Spaces With 132" Access Aisle 8' Access Aisle Existing 241 Total 241 1111111111111 PLUMBING FIXTURE REQUIREMENTS (Table 2902.1) Use Water Closets Urinals Lavatories Showers I Tubs Drinking Fountains Service I Sink Male Female Unisex Male Female I Unisex Regular Accessible Space Existing 7 12 3 7 8 12 3 1 1 2 New 3 7 4 5 5 2 2 1 Required 9 17 3 3 11 14 3 3 3 2 Total 10 19 3 ..��_ 11 13 17 3 3 3 3 - - ---21�1 SPECIAL APPROVALS Special Approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc. described below) *>'<*2018 NC BUILDING CODE AMMENDMENT DESIGN LOADS STRUCTURAL DESIGN "* SEE STRUCTURAL DRAWINGS Importance Factors: Wind (I Snow (I s ) Seismic (le) Live Loads: Roof psf Mezzanine psf Floor psf Ground Snow Load: psf Wind Load: Basic Wind Speed mph (ASCE-7-05) Exposure Category Wind Base Shears (for MWFRS) Vx= Vy= SEISMIC DESIGN CATEGORY ❑ A ❑ B ❑ C ❑ D �\��5 Provide the following Seismic Design Parameters O� v Occupancy Category (T1604.5) � Spectral Response Acceleration (S s) �J� Ag (S 1) %g Site Classification El Field Test IF El Presumptive ❑ Historical Data Basic Structural System (check one) Bearing Wall Dual w/ Special Moment Frame Building Frame Dual w/ Intermediate R/C or Special Steel Moment Frame Inverted Pendulum SeiJlillu udJe "sheds vx= Vy= Analysis Procedure Simplified Equivalent Lateral Force Modal Architectural, Mechanical, Components anchored? LATERAL DESIGN CONTROL: Earth Quake Wind SOIL BEARING CAPACITIES: Field test (provide copy of test report) psf Presumptive Bearing Capacity psf Pile Size, type and capacity ELECTRICAL SUMMARY *** SEE ELECTRICAL DRAWINGS ELECTRICAL SYSTEM AND EQUIPMENT METHOD OF COMPLIANCE: ❑ Prescriptive ❑ Performance ❑ Energy Cost Budget Lighting schedule Lamp type required in fixture number of lamps in fixture _ ballast type used in the fixture . number of ballasts in fixture �?V total wattage per fixture �� total interi O or watts esei specified vs II g p allowed eXterinr Cn11mn minim m pfSi ;n , n __;r._,4 __ -11-...-J lc, nv, av unun11u111 cnw101wy JNCLIIICu VJ dlluweu G�� Equipment schedules with motors O�`� motor horsepower �00 (not used for mechanical system) number of phases minimum efficiency motor type . # of poles . MECHANICAL SUMMARY *" SEE MECHANICAL DRAWINGS MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT METHOD OF COMPLIANCE: ❑ Prescriptive Energy Cost Budget Thermal Zone ❑ winter dry bulb summer dry bulb Interior design conditions winter dry bulb summer dry bulb relative humidity Building heating loadI �� Building cooling load oy�� Mechanical Spacing Conditioning System VQ�, XN Unitary description of unit •V heating efficiency • 40 cooling efficiency heat output of unit - cooling output of unit boiler total boiler output, if oversized, state reason. chiller - total chiller capacity, if oversized, state reason. List equipment efficiencies Equipment schedule with motors (mechanical systems) motor horsepower nllrnhAr of nhaCps r..---- minimum efficiency motor type # of poles APPLICABLE CODES REQUIRED 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE - NOT REQUIRED FOR THIS PERMIT - PER SECTION 81 I OF THE 2015 EXISTING INTERNATIONAL BUILDING CODE, LEVEL 2 ALTERATIONS TO EXISTING BUILDINGS OR STRUCTURES ARE PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE. 2015 INTERNATIONAL EXISTING BUILDING CODE 2017 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING 2017 NATIONAI FI FCTRIr. cnnr= 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES A. A.Vim - A I V 11\I I M U 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com 8.20.2021 r '11 -_. - J ISSUED: 05.28.21 - FOR PERMIT REVISIONS: 08.20.21 - REVISION 1 R 0 0 U 0 0) O _Z - Z) (D 0) 1 Waft Ifti co Z _0 laz o Z W 101111111111111111111 0a Z 0 CO Z 0 0 0 _U W Z O U �- Cif Lu O rY n f_ Z Lij 3: >- _ rnO N () SHEET NAME APPENDIX B & GENERAL NOTES SHEET NUMBER G001 0 ti CV co CV U z LU - 1- 0 I _ U LU > Of r_% U3 Ne Q 0 = 1- 0 M 2F M M LO U I I n_ 1- U LU 1- _ U Q or- >_ Ne z 0 0 > (D V) L -�. CID ca U 2 .&-- 2 >+ L 0 Y z O N 0 N 'a- *m U T GENERAL NOTES: COORDINATION: 1. DRAWINGS WITHOUT AN ENGINEERS SIGNATURE AND SEAL ARE FOR PRELIMINARY REVIEW ONLY. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH AND COORDINATED WITH ARCHITECTURAL DRAWINGS TR A nT DOUCo MAE1""r, S AND 0 T HE R CON I RAC. I uwumEly I mo. 3. THE PROJECT ARCHITECT SHALL BE RESPONSIBLE FOR REVIEWING/COORDINATING ALL DIMENSIONS, ELEVATIONS AND DETAILS SHOWN ON THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL OF THE CONTRACT DOCUMENTS AND LATEST ADDENDA AND FOR SUBMITTING SUCH DOCUMENTS TO SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD. THE GENERAL CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS AND OTHER CONTRACT DRAWINGS AND REPORT ANY DISCREPANCY BETWEEN AND WITHIN EACH SET OF DRAWINGS WITH THE PROJECT ARCHITECT AND THE STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS OF THE EXISTING BUILDING AT THE JOB SITE AND REPORT ANY DISCREPANCIES FROM THE ASSUMED CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY STRUCTURAL MEMBERS. 6. DRAWINGS SHOW GENERAL AND TYPICAL SECTIONS/DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR SECTIONS/DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. THE STRUCTURAL MEMBERS OF THIS PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE REQUIRED CODE GRAVITY AND LATERAL FORCES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL REQUIRED BRACING/SHORING DURING CONSTRUCTION TO,LA T\LTA T\I Tl.l[• OrADT1 TTV AKIn CACCTV nG All ¢TRW lrT1IRA1 F1 FMFNTS DURING THE CONSTRUCTION PROCESS UNTIL IU MAIN IMIN IHE 01MOLLL I I nl�1u .�n1 LI I vl "-1- __.._..._-____.__ THE STRUCTURE IS TIED TOGETHER AND COMPLETED. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION BRACING AND SHORING OF EXISTING STRUCTURE AS REQUIRED TO INSTALL NEW BEAMS, WALLS, COLUMNS AND FOUNDATIONS SHOWN ON THE STRUCTURAL DRAWINGS. 9. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. r� Tn Tilr n•rn11/�T11DC r%IIDTKlr% e%nKICTDl lr%TTnAI CI-IAI I NnT txrFFn THE SAFE LOAD -CARRYING lU. LOADS APPLIED I V THE a 1 RUC l URG UURIM2 VVI\J I I\VV I A- JI u CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADS USED FOR THE DESIGN OF THE STRUCTURE ARE INDICATED IN THE GENERAL NOTES. DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY INSTALLED AND ALL TEMPORARY BRACING IS IN PLACE. 11. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS UNLESS NOTED OTHERWISE. 12. EQUIPMENT PADS SHALL BE PROVIDED BY THE MECHANICAL, ELECTRICAL, OR PLUMBING CONTRACTORS REQUIRING THE PAD. 13. COORDINATE THE EXACT SIZE AND LOCATION OF ALL SLEEVES AND OPENINGS THROUGH CONCRETE WALLS, CONCRETE SLABS OR MASONRY WALLS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. 14. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. CONTRACTOR ENGINEER'S r% ,TC11 SHALL REVIEW, APPROVE AND SIGN EACH SHEET PRIOR TO SUBMISSION. THE STRUCTURAL ENGINEER S REVIEW SHALL BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. SUBMIT PDF FILES FOR REVIEW. 15. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF. 16. WHERE CONFLICTS OCCUR BETWEEN GENERAL NOTES, STRUCTURAL DRAWINGS AND SPECIFICATIONS THE MOST STRINGENT REQUIREMENT SHALL APPLY. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. POST -INSTALLED ANCHORS: 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONTRACT DOCUMENTS. CONTRACTOR CUAII nOTATN APPPOVAI FPnM STRUCTURAL ENGINEER OF RECORD PRIOR TO USING POST -INSTALLED ANCHORS FOR Jill"1LL VLJInLIT Ill 1 I.v .. •`. . ...... .. ...�__... .- ---- MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING STEEL REINFORCING. HOLES SHALL BE DRILLED AND CLEANED AS PER MANUFACTURERS RECOMMENDATIONS. ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR INSTALLING ADHESIVE ANCHORS SHALL BE TRAINED BY THE MANUFACTURERS REPRESENTATIVE. THIS TRAINING SHALL INCLUDE HOLE DRILLING, CLEANING AND INSTALLATION METHODS FOR CONSTRUCTION CONDITIONS ON THIS PROJECT. *CONCRETE ANCHORS SEISMIC DESIGN CATEGORY A. B, C, D. E, AND F: 1) EXPANSION ANCHORS - "STRONG -BOLT 2" OR "STRONG -BOLT" BY SIMPSON STRONG -TIE, "KWIK BOLT TZ" BY HILTI OR EQUIVALENT, "POWER STUD+ SDI" BY POWERS FASTENERS - UNLESS NOTED OTHERWISE. 2) CONCRETE ADHESIVE ANCHORS (TEMPERATURE CATEGORY B, DRY HOLES, CARBIDE DRILL BIT CONCRETE MINIMUM 21 DAYS) - "SET-XP EPDXY -TIE" BY SIMPSON STRONG -TIE, "HIT -RE 500-SD" OR "HIT-HY 200 MAX -SD" BY HILTI OR EQUIVALENT - UNLESS NOTED OTHERWISE. 11 SCREW _ANCHORS - "TITEN HD" BY SIMPSON STRONG-TI, "KWIK HUS-EZ" BY HILTI OR EQUIVALENT. 4) SLEEVE ANCHORS - "SLEEVE -ALL" BY SIMPSON STRONG -TIE, "HLC" BY HILTI OR EQUIVALENT. *MASONRY ANCHORS: 1) EXPANSION ANCHORS - "WEDGE -ALL" BY SIMPSON STRONG -TIE, "KWIK BOLT 3" BY HILTI OR EQUIVALENT - UNLESS NOTED OTHERWISE. 2) ADHESIVE ANCHORS (GROUT FILLED) - "SET EPDXY -TIE" BY SIMPSON STRONG -TIE, "HIT-HY IOU MAX" OT HILTI OR EQUIVALENT - UNLESS NOTED OTHERWISE. 3) ADHESIVE ANCHORS (HOLLOW CMU OR BRICK) - "SET EPDXY -TIE" BY SIMPSON STRONG -TIE, "HIT-HY 70" BY HILTI OR EQUIVALENT - UNLESS NOTED OTHERWISE. 4) SCREW ANCHORS - "TITEN HD" BY SIMPSON STRONG -TIE, "HUS-H" BY HILTI OR EQUIVALENT. 5) SLEEVE ANCHORS - "SLEEVE -ALL" BY SIMPSON STRONG -TIE, "HLC" BY HILTI OK tQUIVALENT. CONCRETE: 1. CONCRETE SHALL BE PROPORTIONED TO MEET THE REQUIREMENTS OF THE FOLLOWING: ELEMENT 28-DAY DESIGN SLUMP UNIT STRENGTH RANGE WEIGHT (PSI) (IN.) (PCF) WALL FOOTINGS 3000 3-5 150 SLAB ON GRADE 3000 3-4 150 MEZZANINE 3000 3-4 150 2. PORTLAND CEMENT SHALL BE ASTM C 150, TYPE I. FLY ASH SHALL CONFORM TO ASTM C 618, CLASS F IAT rvn" 25w nr rC►ICAIT PAK17CAI7 RV WGTRI-IT SLAG SHALL CONFORM TO ASTM C 989. AND SHALL 'NO I EXCEEU GU& Uf VG19G1 / I vvll I L1T I BY nV 4v1 . 3. NORMAL WEIGHT AGGREGATE SHALL CONFORM TO ASTM C 33. CONCRETE AGGREGATE GRADATION SHALL BE IN ACCORDANCE WITH ASTM C33 SPECIFICATION. "SPECIFICATION FOR CONCRETE AGGREGATE". FINE AGGREGATE SHALL CONSIST OF NATURAL SAND OR A COMBINATION THEREOF, WITH A FINENESS MODULUS BETWEEN 2.3 AND 3.1. LARGER COURSE AGGREGATE MIXES UP TO #67 ARE ACCEPTABLE FOR FLOOR SLAB CONCRETE TO MINIMIZE SHRINKAGE CRACKING. 4. FLY ASH AND/OR SLAG SHALL NOT BE PERMITTED IN CONCRETE PLACED SUBJECT TO COLD WEATHER PLACEMENT PROCEDURES. 5. CONCRETE EXCEEDING THE SPECIFIED SLUMP RANGES SHALL BE RETURNED. DO NOT ADD WATER TO THE CONCRETE MIX AT THE JOB SITE BEYOND ALLOWABLE WATER CONTENT NOTED ON THE BATCH TICKETS 6. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE. ALL WELDED WIRE 1-AnnTn .11 11 C N QUA I 1 DC ACTM Alz' ANn A185 min nRAWN STEEL WIRE. W.W.F. SHALL BE DELIVERED FABRIC `W . W . r . f . Hn L uL n­11-1 A— TO THE JOB SITE IN FLAT SHEETS (NO ROLLS). PLACE SHEETS ON BOLSTERS AT 36" MAXIMUM TO LOCATE IN UPPER THIRD OF SLAB. LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS IN ALL WALLS AND FOOTINGS. BAR SUPPORTS, DESIGN, DETAILING, FABRICATION, AND PLACING OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE ACI CODE AND DETAILING MANUAL AND CRSI'S "MANUAL OF STANDARD PRACTICE". 7. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH..................3" CONCRETE EXPOSED TO EARTH OR WEATHER: No. 6 THROUGH No. 18 BARS..............................................2" No. 5 AND SMALLER......................................................1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS AND JOISTS: No. 14 AND No. 18 BARS.................................................1 i/2" No. 11 AND SMALLER.....................................................3/4" BEAMS AND COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS......................1 1/2" 8. CONCRETE DESIGN AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (CODE REFERENCED ACI 318) AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315-92). CONCRETE PLACED DURING HOT WEATHER AND COLD WEATHER SHALL MEET THE RECOMMENDATIONS OF ACl/PCA/TCA. CONCRETE SHALL BE SAMPLED AND TESTED BY AN INDEPENDENT TESTING AGENCY IN ACCORDANCE WITH ACI 318. 9. CONCRETE MIXES SHALL BE DESIGNED IN ACCORDANCE WITH ACI 301. WATER SHALL NOT BE ADDED TO THE CONCRETE MIX AT THE JOB SITE WITHOUT THE PRIOR WRITTEN PERMISSION OF THE STRUCTURAL ENGINEER. 10. CONCRETE SLUMP SHALL BE THE DESIGN SLUMP PRIOR TO THE ADDITION OF ANY ADMIXTURES. IF ADMIXTURES ARE USED, SUBMIT MIX DESIGN WITHOUT ADMIXTURE AND THEN SAME MIX WITH ADMIXTURES FOR APPROVAL. 11. PROVIDE VERTICAL CONTROL OR CONTRACTION JOINTS AT 25' MAXIMUM IN ALL CONCRETE WALLS. PROVIDE VERTICAL EXPANSION JOINTS AT 100' MAXIMUM IN THE LINEAR PLANE OF THE WALL. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS IN AESTHETIC WALLS. SEE DETAILS ON SECTION SHEETS. MASONRY: MAcnNDV (`nNCTRIICTTnN SHA1-I_ CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR MASONRY A . 1•InJ VI.1 I vv. •v ...vv . .... �....-- _ _... _ _ _. STRUCTURES (CODE REFERENCED ACI 530.1)" AND NCMA SPECIFICATION TEK NOTES AND BIA TECHNICAL NOTES ON BRICK CONSTRUCTION. CONTINUOUS INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. 2. ALL HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, LIGHTWEIGHT. MINIMUM NET COMPRESSIVE STRENGTH (f'm) SHALL BE 2,000 PSI. FILL BLOCK CELLS WHERE REBAK OCCURS SOLID WITH GROUT. SUBMIT VERIFICATION OF ALL MATERIALS TO ARCHITECT FOR APPROVAL. 3. ALL BRICK UNIT MASONRY SHALL CONFORM TO ASTM C-216, GRADE SW, TYPE FBS. MINIMUM NET COMPRESSIVE STRENGTH (f'm) SHALL BE 3,000 PSI. VERIFICATION OF ALL MATERIALS TO ARCHITECT FOR APPROVAL. 4. CMU MORTAR SHALL BE PORTLAND CEMENT -LIME MIX (PORTLAND CEMENT SHALL COMPLY WITH ASTM C 150, TYPE I OR III, AND HYDRATED LIME COMPLYING WITH ASTM C 270) OR MORTAR CEMENT ASTM C 1329 - TYPE S, THE USE OF MASONRY -CEMENT IS STRICTLY FORBIDDEN FOR CMU CONSTRUCTION. AGGREGATE FOR MORTAR SHALL COMPLY WITH ASTM C 144. BRICK VENEER MORTAR SHALL BE MASONRY -CEMENT TYPE N. 5. GROUT FOR UNIT MASONRY SHALL COMPLY WITH ASTM C 476 (SLUMP 8 TO 11 INCHES). AGGREGATE FOR GROUT SHALL COMPLY WITH ASTM C404. COMPRESSIVE STRENGTH SHALL BE GREATER THAN OR EQUAL TO 2,000 PSI OR f'm, WHICHEVER IS GREATER. TESTING SHALL BE DONE IN AN ABSORBENT MOLD IN ACCORDANCE WITH ASTM C 1019. 6. MASONRY JOINT REINFORCEMENT SHALL COMPLY WITH ASTM A-951 AND SHALL BE HOT DIPPED GALVANIZED, CARBON STEEL. BRICK TIES SHALL CONFORM TO SEISMIC DESIGN CATEGORY REQUIREMENTS (SUBMIT FOR APPROVAL). BRICK TIES USED IN SEISMIC DESIGN CATEGORY A, B, C SHALL BE SPACED AT 24" VERTICAL AND 16" HORIZONTAL. PROVIDE IN LENGTHS NOT LESS THAN 10 FEET IN LENGTH WITH PREFABRICATED CORNER AND TEE UNITS. FOR MULTIWYTHE MASONRY PROVIDE ADJUSTABLE 2-PIECE UNITS. PROVIDE CONTINUITY AT CORNERS AND WALL INTERSECTIONS BY USING PREFABRICATED "L" AND "T" SECTIONS. LAP REINFORCEMENT A MINIMUM OF 6". SPACE REINFORCEMENT NOT MORE THAN 16" O.C. PROVIDE REINFORCEMENT NOT MORE THAN 8" ABOVE OR BELOW WALL OPENINGS AND EXTENDING 24" BEYOND OPENINGS. CUT REINFORCEMENT AT CONTROL AND EXPANSION JOINTS UNLESS NOTED OTHERWI=- 7. ALL BOND BEAM REINFORCING AT FLOOR AND ROOF DIAPHRAGMS SHALL BE CONTINUOUS THROUGH MASONRY CONTROL JOINTS - UNLESS NOTED OTHERWISE. 8. PROVIDE VERTICAL CONTROL JOINTS AT 1.5 TIMES WALL HEIGHT OR 25' MAXIMUM (WHICHEVER IS LEAST). SEE ARCHITECTURAL DRAWINGS. 9. THE MASONRY CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY WALL BRACING DURING CONSTRUCTION. 10. THE MINIMUM QUALITY ASSURANCE PROGRAM FOR NON -ESSENTIAL FACILITIES SHALL COMPLY WITH TABLE 1.14.2 OF ACI 530. STRUCTURAL STEEL: 1. STEEL DESIGN AS PER AISC ASD/LRFD MANUAL LATEST EDITION. 2. ALL W-SHAPE STRUCTURAL STEEL SHALL BE ASTM A992, ALL OTHER STRUCTURAL SHAPES SHALL BE ASTM A-36, SQUARE OR RECTANGULAR HSS SHAPES SHALL CONFORM TO ASTM A-500, GRADE B, ROUND HSS SHAPES SHALL CONFORM TO ASTM A-500, GRADE B, STRUCTURAL STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A-501 OR ASTM A-53, TYPE E OR S, GRADE B. DESIGN, DETAILING, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC CODE AND DETAILING MANUAL. NO STRUCTURAL MEMBERS SHALL BE SPLICED EXCEPT AS SHOWN ON APPROVED SHOP DRAWINGS. z CAQDTPATnO IS SnIEIY RESPONSIBLE FOR THE DESIGN OF THE CONNECTIONS SHOWN ON THE STRUCTURAL J. I nuleavnlv.. DRAWINGS. REVIEW OF STRUCTURAL STEEL CONNECTIONS BY WGPM, INC. IS FOR GENERAL DESIGN INTENT ONLY. FOR THE PURPOSE OF CONNECTION DESIGN, THE FABRICATOR SHALL RETAIN A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. GENERALLY CONNECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW THE RELATIONSHIP OF THE MEMBERS. CONNECTIONS SHALL BE DESIGNED FOR REACTIONS SHOWN ON CONTRACT STRUCTURAL DRAWINGS, IF REACTIONS ARE NOT SHOWN ON CONTRACT STRUCTURAL DRAWINGS, DESIGN FOR A MINIMUM OF 15 KIPS. MEMBER FORCES AND REACTIONS HAVE BEEN REDUCED IN CONFORMANCE TO CODE PROVISIONS RELATED TO COMBINATIONS OF LOADINGS THAT INCLUDE WIND AND SEISMIC FORCES. NO FURTHER REDUCTIONS IN FORCES OR INCREASED IN ALLOWABLE STRESSES IS PERMITTED. CONNECTIONS MAY BE BOLTED OR WELDED UNLESS NOTED OTHERWISE. __. r Ar,n TnA'7-^M 1L"AI1 DC nATCCnOV T PCDTTrTFn (rnNVFNTTnN STFFI STRUCTURES). OR A COMPANY SPECIALIZING hABR 4. IUAIUR SHALL Dr.LIAILVVRI A VLI%l AI Ai__ % vvl.v......, .. d...--- -...__. --' . --- _ IN PROJECTS OF THIS NATURE WITH A MINIMUM OF 5 YEARS OF EXPERIENCE. 5. ALL SHOP AND FIELD WELDING SHALL BE BY A CERTIFIED WELDER AND SHALL CONFORM TO AWS STANDARDS (LATEST EDITION). FIELD FILLET WELDS GREATER THAN 1/4" THICKNESS SHALL BE INSPECTED BY AN INDEPENDENT TESTING AGENCY. 6. WHERE CAMBER IS NOT PRESENT ERECT MILL CAMBER UP. 7. SEE ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL NOT SHOWN ON STRUCTURAL DRAWINGS. .... rvl�nnrn PYnI1nT11nA1 QTCCI VCDTCV UTTW ADt%WTTF(_T GENERAL 8. GALVANIZE OR PAIN I ALL to I tK1UK LAPOSEU S I RUC 1 URAL.. J I GGL, VLRAI I "L 11 I CONTRACTOR AND OR OWNER. 9. DO NOT INSTALL STEEL KNEEBRACES UNTIL AFTER CONCRETE FLOOR SLAB HAS BEEN PLACED. COLD FORMED STEEL (CFS) FRAMING: 1. COLD FORMED STEEL FRAMING SHALL BE AS PER THE LATEST EDITION OF AISI. 2. ALL EXTERIOR COLD FORMED STEEL FRAMING SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF OF THE PROJECT. DESIGNS SHALL BE SEALED AND SIGNED BY HIM/HER AND SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF STUDS AND STRUCTURAL FRAMTN(; TNr_IUDTNG ARRANGEMENT. DIMENSIONS_, MATERIALS, STRESS VALUES, CONNECTORS, ANCHORAGE, AND RELATION TO ADJACENT WORK TO ARCHITECT FOR APPROVAL. STEEL STUDS USED FOR BRICK BACKUP SHALL BE LIMITED IN DEFLECTION TO L/600, BE CORROSION RESISTANT AND HAVE A BASE METAL THICKNESS OF AT LEAST 43 MILS (18 GA.). 3. ALL STUDS SHALL BE LATERALLY BRACED WITH MECHANICAL BRACING INSTALLED 0 48" O.C. MAXIMUM. 5. CONTINUOUS TRACKS SHALL BE OF THE SAME GAUGE (OR HEAVIER) AS THAT OF THE FRAMING MEMBER BEING CONNECTED U.N.O. 6. ALL TEMPORARY TRUSS BRACING REQUIRED FOR ERECTION SHALL BE PERMANENTLY ATTACHED AND REMAIN IN eaA�Tsln IIAJ1 I-e+P AV�TCI% ^_f_UCDI_ITQC PLACE TO SERVE AS PEKMANENI (BUSS BRACING UNLESS NOTED UInGRWA.3L. 7. TRUSS LAYOUTS AND CONFIGURATIONS SHOWN ARE SCHEMATIC ONLY AND MAY BE ALTERED AS REQUIRED. COORDINATE TRUSS CONFIGURATIONS WITH ALL ARCHITECTURAL REQUIREMENTS AND OTHER TRADES. STAIR DESIGN: 1. STAIRS, LANDINGS AND HANDRAILS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF OF THE PROJECT. DESIGNS SHALL BE SEALED AND SIGNED BY HIM/HER AND SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF STAIRS AND STRUCTURAL FRAMING, INCLUDING ARRANGEMENT, DIMENSIONS, CONNECTIONS AND RELATION TO ADJACENT WORK TO ARCHITECT FOR APPROVAL. LADDER AND HANDRAIL DESIGN: 1. LADDERS AND HANDRAILS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF OF THE PROJECT. DESIGNS SHALL BE SEALED AND SIGNED BY HIM/HER AND SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF LADDER AND HANDRAILS AND STRUCTURAL FRAMING, INCLUDING ARRANGEMENT, DIMENSIONS, CONNECTIONS AND RELATION TO ADJACENT WORK TO ARCHITECT FOR APPROVAL. PRE -MANUFACTURED CANOPIES, AWNINGS AND SUN CONTROL DEVICES: 1. THE DESIGN, CONNECTION AND ALL ATTACHMENTS OF ALL CANOPIES, AWNINGS AND SUN CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE CANOPY/AWNING/SUN CONTROL DEVICE SUPPLIER. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ATTACHMENT REQUIREMENTS AND PROVIDE ADDITIONAL STUDS, BLOCKING ETC. AS REQUIRED. SPECIAL INSPECTIONS: 1- SPECIAL INSPECTIONS NOT REQUIRED AS PER IBC 2015 1704 EXCEPTION NO. 1. SCHEDULE OF SPECIAL INSPECTION SERVICES ® NO SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT ® SPECIAL INSPECTIONS REQUIRED THE FOLLOWING COMPRISE THE REQUIRED SCHEDULE OF SPECIAL INSPECTIONS FOR THIS PROJECT. THE CONSTRUCTION DIVISIONS WHICH REQUIRE SPECIAL INSPECTIONS FOR THIS PROJECT ARE AS FOLLOWS: ❑ IT-1 VERIFICATION OF SOILS IT-2 EXCAVATION AND FILL IT-3 PILING AND DRILLING PIERS IT-4 MODULAR RETAINING WALLS IT-5 REINFORCED CONCRETE IT-6 POST TENSION SLAB IT-7 PRE -CAST CONCRETE ERECTION IT-8 PRE -STRESSED CONCRETE IT-9 INSPECTION OF PRE -CAST FABRICATORS U IT-10 INSPECTION OF STRUCI ORAL 51 ttL t-AbK11L;A I UKZ ® IT-11 STRUCTURAL MASONRY IT-12 WELDING IT-13 HIGH STRENGTH BOLTS & STEEL FRAMING INSP. IT-14 SPRAYED FIRE -RESISTANCE MATERIALS ® IT-15 EXTERIOR INSULATION AND FINISH SYSTEM IT-16 SEISMIC RESISTANCE IT-17 SMOKE CONTROL ® IT-18 WOOD L 1 CHECK THE ABOVE BOXES FOR THE SPECIAL INSPECTION REQUIRED FOR THIS PROJECT AND UST BELOW SPECIFIC SPECIAL INSPECTIONS REQUIRED UNDER CHAPTER 17. STRUCTURAL DESIGN CRITERIA: DESIGN: 1. STRUCTURAL DESIGN CONFORMS TO THE REQUIREMENTS OF THE INTERNATIONAIL BUILDING CODE, 2015 EDITION AND ASCE 7-16. 2. BUILDING OCCUPANCY CATEGORY (T1604.5) II 3. FLOOR LIVE LOADS USED IN DESIGN (POUNDS PER SQUARE FOOT): MEZZANINE 125 PSF 4. BUILDING; CODE REQUIRED ROOF LIVE AND SNOW LOAD USED IN DESIGN (POUNDS PER SQUARE FOOT): LIVE G" r'71 20 PSF SNOW - Pg 15 PSF SNOW - Pf l I rvnnnl Inr- I- Af%lr^n /+.. 1 n SINUW 11APOSURE r AC I UR, 16 e - SNOW LOAD IMPORTANCE FACTOR, Is 1.0 SNOW THERMAL FACTOR, Ct 1.3 5. DEAD LOADS USED IN DESIGN (POUNDS PER SQUARE FOOT): FLOOR DEAD LOADS: NA ROOF DEAD LOADS - NEW AND ASSUMED: ROOFING (SINGLE PLY MECHANICALLY FASTENED) 7 PSF INSULATION 3 PSF DECK 2 PSF HANGING 3 PSF MECHANICAL 4 PSF SPRINKLERS 5 PSF JOISTS 3 PSF 6. WIND LOAD DATA: 125 MPH ULTIMATE WIND SPEED, Vult WIND IMPORTANCE FACTOR, Iw 1.0 WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT (ASCE 7-10 T26.11-1) t0.18 COMPONENT AND CLADDING WIND PRESSURE - ULTIMATE: tnQf 100sf 5003f ZONE 4 39�.0 PSF 33.7 PSF 30.0 PSF ZONE 5 48.0 PSF 37.4 PSF 30.0 PSF CALCULATED WIND BASE SHEARS FOR MWFRS - ULTIMATE: MEZZANINE: Vx = NA Vy = NA 7. SEISMIC LOAD DATA: COMPLIANCE WITH ASCE 7-10 SECTION 11.7 ONLY? NO SEISMIC DESIGN CATEGORY B, C & D SEISMIC IMPORTANCE FACTOR, Ie 1.0 SOIL SITE CLASS E SPECTRAL RESPONSE ACCELERAIION - Ss 0.178g 0.064g SPECTRAL RESPONSE ACCELERATION - Si SPECTRAL RESPONSE ACCELERATION - SHORT PERIOD, SDS 0.297g SPECTRAL RESPONSE ACCELERATION - 1.0 SECOND, SDI 0.149g SEISMIC DESIGN CATEGORY (ASCE? 11.6 ALTERNATIVE METHOD) B BASIC SEISMIC -FORCE RESISTING SYSTEM BEARING WALL SYSTEM/PLAIN MASONRY SHEAR WALLS RESPONSE MODIFICATION COEFFICIENT, R 3 DEFLECTION AMPLIFICATION FACTOR, Cd 3 BUILDING HEIGHT LIMIT, FEET H = NL EQUIVALENT LATERAL -FORCE PROCEDURE SEISMIC BASE SHEAR - ULTIMATE: LOCKER ROOM Vx = 12K Vy = 12K ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED? SEE CHAPTER 13 OF ASCE 7-10 LATERAL DESIGN CONTROLLED BY: WIND X - SEISMIC SOIL BEARING CAPACITIES: FIELD TEST (PROVIDED COPY OF TEST REPORT) NA PRESUMPTIVE BEARING CAPACITY 2,000 PSF PILE SIZE, TYPE AND CAPACITY NA Ali-Ml-KING 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile wwmamkinggroup-corn ``%0 N j 11 I I I I I I I I„, //, OF CONNFc''%, =`\\��Q�Z��v, ,E eC9Tib G� s = p N0p30389 Q NS�� 06.2g.21 U (',r1PM T-n (- Wright • 009m • Patton STRUCTURAL ENGINEERING 11220 Elm Lane, Suite 201 Charlotte, North Carolina 28277 704-542-7199 Fax: 704-542-7195 www.wgpmmc.com JOB NUMBER: 66-21 r -I L J ISSUED: 05.28.21 - FOR PERMIT I REVISIONS: I SHEET NAME GENERAL NOTES SHEET NUMBER 0 N 00 N U z w 0 a U LLI 0 U) Y Q 0 0 Q c M L0 U J tZ U) U W U 0 0 u z 0 0 CD w U U L 0 z 0 N 0 N 0_ 0 U X LAIr I k i k EXISTING METAL A-MOKING ROOF DECK 1_540ii6 CONT. WITH SLOTTED DEEP TRACK 1610 East Morehead )!"O x5" LONG HEADEDDSFF PLAN SEE ARCH FOR TOP FOR ROOF DEFLECTION STUDS AT 16" O.C. - °' OF SLAB ELEVATION (SUBMIT FOR APPROVAL) suite 2 DO NOT ATTACH TO � -ATTACH TO ROOF DECK Charlotte, NC 28207 EXISTING WALL WITH 2 ROWS OF #10 SLOPE 704 365 3160 telephone • 704 365 3101 facsimile PREVENT BOND f o X 14" LONG SMOOTH DOWELS ® SCREWS SPACED AT 16" www.amkinggroup.com 12" O.C. - ANCHOR INTO EXIST. MAX _ TPATLN BEAM - SEE CONC. SLAB USING CONCRETE1 "tFOR BEAM SIZE ADHESIVE ANCHORS - 5" NEW (20 GA.) STUDS AT •OCATION EXIST. SLAB ON GRADE EMBEDMENT - CENTER IN SLAB 16" O.C. WITH HORIZ. BRIDGING AT 48" MAXEXISTING PRECAST - G.C. TO FI LD SEE PLANS FOR STUD WALLVERIFY : O TYPE ATTACH BOTTOM TRACK . TO SLAB ON GRADE OUTRIGGERS AT 48" -r7 USING 2 ROWS OF 0.145" SHOP WELD TO BEAM GREASE THIS END OF DIA. POWER DRIVEN SAW CUT AND REPLACE EXIST. SMOOTH DOWEL TO PREVENT FASTENERS AT 16" MAX SLAB AS REQ°D - REPLACE BOND TO MATCH EXIST. - G.C. TO EXISTING SLAB FIELD VERIFY SLAB AT EXISTING SLAB DETAIL TYPICAL LT® GA. FRAMING ri 4NSECTION AT O TRIGGERSNEW S101 N.T.S. ```111111111!„,,, SEE PLAN FORFLO CONNF OR SLAB = ` P EW c�/� SHEAR TAB W/ () (+12'-5") EXISTING 8" No. 30389 %70 A325 BOLTS - BLOCK WALL g,. to PROVIDE SLOTTED HOLE � '. Q C14 INSIDE FACE OF INSIDE FACE OF 14 II NA 1} TOO NEW WALL 442Z-0" NEW WALL S 5 4- 4- 05 28 .21 o ao 164' r � 7 SPACES AT 6' }�O " TO STEEL BEAM - SEE PLAN O O " " " ° ° E AND LOCATION }� O}� � BEARING PLATE � x6 X9 BEARING PLATE FOR SIZE �� °�� �� I P M WITH 21�i" o x5" LONG 2" 1'-0" 2" r� HEADED STUDS 7„ 9 EXISTING 8' PRECAST I L� 16" DEEP CONT. BOND BEAM L6x4x% SEAT WITH (2) 1=_4"e. INSIDE I SIM CONCRETE WALL. W 2) #4 CONT. TOP AND % 0 A325 BOLTS - FACE OF — — — ( PROVIDE SLOTTED BOLTS WALL — d `T Gr Gason 1Vl y Patton Inc. BOTTOM -FILL SOLID WITH PANEL _ _ _ _ — — -- �CT� � L ENGINEERING � GROUT �4"x2�" SLEEVE ANC{ -TORS A — -- NOTE; STRUCTURAL (HILTI HLC OR EQUAL) NEW 8' S", 3000 SLAB WITH sxs. 11220 Elm Lane, suite 201 REINF. L3 ®Low WALL Charlotte, North Carolina 42-71 VERTICAL REBAR �tx>�1 �°� �� �� 704-s4z-7199 Fax: 7a4-s42-71��s SEE PLAN -TYPICAL 20 FIBERIIESH) INCLUDES EC wB NUMBER: com 66-2 20 GA. COII�OSiE FLOOR DECK JOB NUMBER: 66-2t MASONRY WALL AT MEZZANINE L OR FRAMING WALL PLATE AT EXISTING BLOCK WALL � 3 `°� INDICATES NEW 8" (YILLCRAFT,.s vL20 OR EQUAL) $1®� 3/4" = 1'-0" �� BLOCK WALL 3/4" ON11N000S AROUND C? `�® f PERIMETER TYPICAL CONT. WITH "� L5x5x54s CO Xi s " 8" BEARING OVER LONG HEADED STUDS - OT 5 L ABOVE N (S7 t� x EXISTING MASONRY AB " EA. SEE PLAN FOR I AT 16 BEAM v FLOOR SLAB SHOWN FOR CLARITY x -1 e BUILD WALL SOLID AROUND } BEAM - TYP. 4is 3 BUILD CMU SOLID AROUND NEW N `4N STEEL LINTEL — — c�v 8BB _ ISSUED: " A.1 — I� x x x 3 5 MIN. CID Cc e� 05.28.21 - FOR PERMIT ° SEE ARCH. - TYP. STEEL BEAM W/ BOTT. I ° GROUT BRG. SOUR W/ I REVISIONS: ° EXISTING 8" �( -SEE PLAN �!I " NON -SHRINK GROUT TO 5 BLOCK WALL "L _ ° • ° ° FULL BRG. 08.20.21 REVISION 1 ii TO STEEL BEAM SEE PLAN " " fa PROVIDE F I s�oa FILL EXISTING BLOCK .. .-.,r� -17E' AAIM I nrrAW11M _% w7 vn _7 RRG_ IQ W/ 2 I n CELLS 16' DEEP�.IMTH BEARING PLATE-%"x6"X9-- BEARING FLAIL FOR SILr- AND •�".. �0 "I ^•- I -..-. .- --, - I °. e ° WITH 21�z" x5" LONG - 1�a"O x 5" LONG HEADED . ° o ® '- I WWI Bti.Ori uiv ire HEADED STUDS STUDS "' O®,J� G I 16" DEEP CONT. BOND BEAM �} 6" NEW 8' 11 NEW 8' 4 4 CONT. TOP AND ��5 � BLOCK yy/t� �� BLOCK WALL �� W2 # " _ `� / s� BOTTOM FILL SOLID WITH GRO UT SOLID 16 WIDE x 24 GROUT - NOTCH FOR VERTICAL DEEP - TYP. i 0 REBAR INDICATES 8' DEEP co VERTICAL REBAR REINF. - SEE PLAN - TYPICAL #4N-� w/ 2 — ® I #4 CONT. FILL SOLID I A.3 z MEZZANINE FLOOR FRAMING NEW LINTEL BEARING ON EXISTING MASONRY WALL A.3 — SAW CUT EXISTING � 01 �ouT U MASONRY WALL AT M " =1,_®" sIAB AS REQUIRED NEW LINTEL W8x15 + W 4" - 1'-®" S101 3/4 TO INSTALL NEW �� 3/ WALL STRIP FOOTING I §fe'x7" BOTTOM ,- -SEE 4/S101 PLATE -PROVIDE 8" o 2'-0" BEARING EA. END � 3'-0" 8BB - SEE 8/S101 z — — — U 1_54x-'is CONT. WI Lu VO x5" LONG HEADED p SEE ARCH FOR TOP 2 _ STUDS AT 16" O.C. - 'I OF SLAB ELEVATION � ED ATTACH USING WO to to e. x `� w = •- x5" LONG SCREW :•:,. w " .• , cn a EXIST. 8" CMU � � � CO DECK SPANS OVER ANCHORS AT 16 O.C. CMU AND STEEL LINTEL L9 JANITOR CL01 - STAGGER WITH - WALL - G.C. STUDS, I SHALL SHORE AS �� I o HEADEDN - SEE 6/S101 STEEL BEAM -SEE REQ D TO INSTALL _ NOTE PLAN FOR BEAM SIZE NEW LINTEL I ~ AND LOCATION 6" - 10 +%*x7m BOTTOM PLATE 8" DEEP CONT. BOND BEARING PLATE STEEL LINTEL " __ " 4 W/ SHOP co �� EACH FILL ING WITH 2 - FLOOR �x7 x1 6 WITH() _ 0D BEAM WI #4 CONT. -FILL SOLID BEAMS - VO x5" LONG HEADED WELDED - NOTCH SEE PLAN STUDS BOTTOM IE - co EXISTING BLOCK CELLS Cl*) W/ GROUT SEE PLAN � WITH GROUT 16' DEEP BELOW LINTEL BEARING FOR VERTICAL REBAR L5x5xfYie CONT. WITH - �a O x5 LONG SCREW STAGGERED EXISTING L SEE ARCH FOR LOCATION " his 2®6 J VERTICAL REBAR ANCHORS AT 16 O.C. `o BLOCK WALL J REINF. - SEE PLAN (SIMPSON TITEN HD LO U TYPICAL OR EQUAL) - " " ��� U Uj STAGGER WITH OTHER 5 _ SCREW ANCHORS NEW 8" rYp� 6 BLOCK WALL 3 W U Z 6 DETAIL -STAGGERED BE. AMS_ SECTION AT LINTEL ca Z �- NEW SLAB BEARING ON NEW MASONRY SIOJ 3/4" = 1'-0" SIIQ 3/4" �� 3/4-o A.6 NOTE: z #4 AT 48" VERTICAL i FILL IN EXISTING BLOCK � .® W ® o " NEW WINDOW OPENING IN EXISTING X, WALL OPENINGS WITH w (1) 7 PRECAST WALL DIRECTLY BELOW 8" MASONRY NEW 8' BLOCK - DOWEL -a EXISTING HIGH WINDOW - NO NEW 8' INTO SLAB - SEE ARCH Z °' " " STRUCTURAL MODIFICATIONS BLOCK WALL FOR LOCATIONS co � ��• > #4 DOWEL AT 48 #4 AT 48 VERTICAL REQUIRED #4 CONT. AROUND PERIMETER - TYP. - Uj - (MIN. LAP 24") - (+12'-5") T FILL BLOCK CELLS 2'-6"x1'-0" CONT. STRIP SOLID W/ 3,000 PSI GROUT WHERE BARS U7 � ILL BLOCK CELLS AND 5 4 _ _ F FOOTING WITH () # OCCUR PROVIDE :' . �'� EXISTING NON -LOAD I ® L SOLID TO WITH GROUT CONT. (1 TOP, 4 BOTTOM) #4 x2'-5" DOWELS AT a WHERE REBAR OCCURS 1-#4 AT EACH L5x5x�is CONT. ��,� BEARING MASONRY WAIL .�. AND #3 x2' TRANSVERSE 48" MAX. - EMBED 5" CORNER AND EACH BELOW TO BE REMOVED AT 24" INTO EXIST. SLAB SIDE OF WAIL WITH )CO x5" �,� SEE 13/S101 ' - Y AND AT LONG HEADED L5x5x-is CONT. WITH USING HILTI HIT H OPENINGS STUDS AT 16""� x5" LONG SCREW " " SHEET NAME SAW CUT EXIST - 7 200 ADHESIVE 48 MAX. ELSEWHERE O.C. _ ATTACH ANCHORS AT 16" O.C. S REQUIRED " " " SLAB A Q 8 CONT. BOLD BEAM USING W O x5 _ — — - _ W " P BOND BEAM A.� PLAN, SECTIONS ¢_ " / () # LONG SORE " 8 DEEP 8 V+I 1 4 CONT. - - 000 ANCHORS AT 16 T .a • • • �. •'a � • • . o FILL SOLID W/ 3, WITH 2-#4 CONT. .•D: :le HK,•:°:: • • .:o:. A.� AND DETAILS STAGGER SOLID WITH GROUT a I PSI GROUT O.C. - STA FILL WITH HEADED z FINISH FLOOR STUDS -°w 1 MEZZANINE FLOOR FRA IN G P N 11" NOTE: 2'-6" " GA. STUDS AT 16" O.C. 1/4" = 1'-0" LIVE LOAD = 125 PSF N s FOR PRICING PURPOSES USE 3V8 , 20 SHEET NUMBER o (362S162-33) UP TO 16' SPAN. FOR SPANS OVER 16' TO 259" USE 6", NOTES: THROUGH JANITORS CLOSET 1. 5" SLAB WITH 1", 20 GA. COMPOSITE DECK EXIST,- S SECTION 18 GA STUDS AT 16" O.C. (600S162-43) — SEE ARCH. FOR LOCATIONS 2. TOP OF FINISH FLOOR (+12'-5") TYPICAL UNLESS NOTED OTHERWISE. SECTION - STRIP FOOTING NEW MASON a " S101 3/4" = 1'-0" SEE GENERAL NOTES FOR LIGHT GUAGE METAL SUBMITTAL REQUIREMENTS S101 3/4" 3/4 11 EXISTING JOIST AT R.45 SEE ARCH. 3 SEE ARCH. K • 2 EXISTING W16 AT K.2 A-Mo-KING NOTE! _ NOTE! ,_,�,_ FOR TOP OF� FOR TOP_6F_Asnn, WALL DETAILS WALL DET AILS FRAME ALL OPENINGS FRAME ALL OPENINGS � I '�e I 1610 East Morehead 10" OR GREATER 10" OR GREATER DECK BEARING DECK BEARING Suite 200 " 1 / Charlotte, NC 28207 TYP I� I (+37'-9" t) IF -(VARIES) 70436531010factelephon mtlee ROOF OPENING" ROOF OPENING" 1 TYP FIELD VERIFY www.amkinggroup.com COORDINATE W/ COORDINATE W/ MECH. CONTR. FOR I - - - - - - I MECH. CONTR. FOR EXACT LOCATION EXACT LOCATION ARCHITECT I I I I " I5" " " 1 TYP „ - I I I EXISTING 68" NEW 6 IMP d L4x4x: x 6 I I L50 FIELD I I JOIST GIRDER EXISTING 30" JOISTS AT WALL PANEL I EXISTING 30" JOISTS AT LONG OVER01 I I WELD ALL AROUND I I 6'-0" f -FIELD VERIFY 6'-0" t - FIELD VERIFY JOIST TO EXISTING STEEL L3x3x4� KICKER AT 12 JOISTS USING J" I I MAX. (EVERY OTHER WELD - TYPICAL NEW 6" IMP TIM—<T . JOIST) -NOTCH 1'0 FIT - SEE 2/S101 WALL PANEL I 2 " MIN. L5x5x1/4 x CONT. - L7x4x% (LLH) CONT. WITH 11h" VERTICAL SLOTTED L5x5xY4 FITTED AND L3006 KICKER AT 12 ( WELDED FITTED JOIST TOP BEARING L3x3x " FRAME L3x3x " LOCATE WITHIN 6" OF HOLES HOLE DIAMETER TO BE DETERMINED BY IMP MAX. (EVERY OTHER " " SUPPLIER ATTACHMENT TO BE: HAND TIGHT ONLY AND BOTTOM CHORD FRAME JOIST -NOTCH TO FIT EXISTING JOIST BOTTOM 6 6 ) - SEE PLAN SEE PLAN ) CHORD PANEL POINT TO ALLOW FOR ROOF DEFLECTION - FIELD WELD TO EXIST. JOIST OR BEAM USING 4ia"x3" FILLET WELDS L7x4x4� (LLH) CONT. WITH 1 1" VERTICAL SLOTTED AT 12" TOP AND BOTTOM -SEE 3/S102 FOR HOLES (HOLE DIAMETER TO BE DETERMINED BY IMP CONNECTION TO EXISTING COLUMN 6" 6" SUPPLIER) - ATTACHMENT TO BE HAND TIGHT ONLY EXIST. JOIST OR BEAM �.. 10 TYPICAL ROOF OPENINGr9*'�ALTERNATE ROOF OPENING 1,-O" TO ALLOW FOR ROOF DEFLECTION - FIELD WELD TO EXIST. JOIST GIRDER BOTTOM CHORD $1 3/4" = 1'-0" $i 3/4" = 1'-0' USING %"x3" FILLET WELDS AT 12" TOP AND BOTTOM - SEE X/S102 FOR CONNECTION TO COLUMN EXIST. JOIST GIRDER �, .. " -� SECTION -NEW IMP ALONG GRID LINE 11 SECTION -NEW IMP ALONG GRID LINES K.2 & R.45 $ 3/4" = 1'-0" $l0� 3/4" = 1'-0" No. 30389 TYP 1 J%r" ��� �•'�9.c.<iCENS�O.� k,�Q. EXTRA LOAD ON — � ' SS NALEN � • JOIST TOP CHORD L 1 j"x1 j"x�" STIFFENER EA. SIDE OF JOIST 05.28.2� FRAMING ANGLE � OR CHANNEL L6x4xA"x 6" • r G LONG (LLV) JOIST -SEE PLAN c P M EXIST. STEEL JOIST - 3" STIFF NOT REQ'D. 3" NOTE! I I TYP. I I L2x2xY4 JOIST 'X' BRACING NOTE. USE THIS DETAIL WHERE POINT 1-------------------1 R %"x4"xO'-4" TYP 1-------------------1- - PLACE DIRECTLY BESIDE WGPK Inc. SEE 4/S101 FOR JOIST STIFFENER - NOTCH TO FIT e 2 F 1 MECH. UNIT CURB - TYP. Writ& • Ci wn • Panon LOADS ARE MORE THAN 3 STRUCTURAL ENGINEERING REQUIREMENTS - TYPICAL FROM JOIST DIAGONAL i HANGING UNIT i i HANGING UNIT 11220 Elm Lane, suite 201 Charlotte, North Carolina 28277 L------------------------------------------_� 704-542-7199 Fax; 704-542-7195 www.wgpmine.com 6 MECHANICAL UNIT FRAME EXTRA LOAD ON JOIST JOIST Y BRACING DETAIL JOB NUMBER:66-21 3/4" = 1'-0" 3/4" = 1'-0" .� O 3/4" = 1'-0" r OMNI,"' K.2 N.9 P.2 Q.3 R.45 45'-7" 60'-0" 60'-0" 60'-0" NEW HANGING UNITS J Y4 I I L4x4x�ia x 5" REFRIGERATION CONTRACTOR AND i -�'�I +'�� A.M. KING: VERIFY c��'��' NEW ANGLE X BRACING �� EXISTING ROOF �� �� EQUIPMENT LOCATIONS i AT NEW HANGING UNITS .r ISSUED: -SEE 4/S102 i � FRAMING i � i � PRIOR TO FABRICATION 05.28.21 - FOR PERMIT I I REVISIONS: EXISTING HSS ( I L7x4x4% x CONT. 9.2 - - W24X76 W18X40 W24X55 W24X55 W18X40 W18X40 W24X55 12x12 COLUMN I I BETWEEN COLUMNS C12X20.7 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 II N. II II II II 4 II II 102 \X/ X \X/ \X/ \X/ \X/ II r3""""`\ II II SECTION - CON N. TO EXIST. COLUMN II n 7 $'� �� 3/4" = 1'-0" S102 S102 0 II II i M 2- Q CV N N Y M O `Q N Q Q U N N Z II II o O O 111 \ / \ / \ / X X X X X X F- lC� o O O O o O o O o o O O o O o O o _ o 0 0 0 0 o O O O o 0 o O o 0 0 --- Y Y Y Y Y Y tY I I O O O O o O o O O o O O o o O M o O O 0 O O O O O O O O 0 0 0 o O O 0 0 O O Y I I M M M co M M M co M Cl) M co M Cl) Cl) M M M M M M M M Cl) M M M M Cl) M M Cl) Cl) Cl) Cl) Cl) Cl) M O Q M II II U II II II - EXISTING METAL ROOF DECK 1'-0" ' ' w I I II EXISTING STEEL ROOF JOISTS <n - GENERAL CONTRACTOR TO FIELD VERIFY SIZE, LOCATION 0 I. Q AND SPACING - TYPICAL I �� " 1, I I A II ALL JOISTS AND oil o GIRDERS ARE EXISTING J < II ' I I 72 10N 16.1 K 2G 10N 16.1 O 72G9N15.4 2G10N16.1 O O is I" I I I 11 U I C6x8.2 FRAME TIGHT UNDER I L3x3xj KICKERS I ROOF DECK AT RTU CURB I AT 12'-0" MAX. ' ' " I WHERE NEW 6" ~ - 1 L3x3xj KICKERS 0CL AT 12 -0 MAX. _ L5x3x� -FIELD WELD ALL AROUND IMP WALLS OCCUR WHERE NEW 6" O U c� TO EXISTING STEEL JOISTS USING" _ WELD - TYPICAL I I IMP WALLS 0 ZUj NOTE! „ -_ I I W OCCUR " W � 0- NEW 6" IMP < SEE 4/S101 FOR JOIST STIFFENER Z Q REQUIREMENTS -TYPICAL ; ; I z NEW 6" IMP WALL WALL o o II Cl) M 0a O 2 ALTERNATE MECHANICAL UNIT FRAME - 1% -o .10 N. 0 N. X / \ X' \ X / \ X / \ X / \o' / \ / \ 3/4" 1'-0" O 00� Y Y Y Y Y Y Y Y Y Y Y N Y Y Y Y `-� Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y O c W Q o O O O o 0 0 0 0 o O o O O O O o 0 0 o O O O O o 0 0 0 o O O o O O o Y M M Cl) Cl) co M co M Cl) M M Y LL N M M Cl) �. _Q M Cl) M N Q M Cl) Cl) M Cl) Cl) Cl) M M M M M M M M M M M M II O LU Y N Y — Cl) N t ` +' M Y = O = C Ln Q MCID, Q nj N t tp I 1 �/ .0 / \ / \ / \ J O L0 I 1 - II i II II II II II II II II U n n n n n n n n n n n n n n n SHEET NAME I I II II II II II II II II II II II II II II II L II II II II II II II II II q II II II II ED II PLAN, SECTIONS 68G 9N 5.7K II II II 68G 1 N 16.3K II II II 68G 1 16.3K II II I( II II 68G 1ON 16.3K AND DETAILS o 11---.-.--------------.---.----.-----_------.--.----.--._--__._-_.-__--_----__-__-___-_--_____. _._.-_.-----.-.-----.---.-.------.-.-.-.--.--.--.-.-----.-.----.--.---.--.___.--._-_-____-._.______-___-.--------------------------------------------------------- _.___.___-___-.__-._._.----.---.-.-.-----.-.---.-.-_._-____--__-_------.___-____---_-_._.*__-__._._._--__--._._______-__.__._---___-.----_._---___.---__-__-- ----------.--------.-----.-.-----.-----------.-----------------.-------------.--------.-.-.----------._•--._.-.____.--_----.--_._____------.- 1 - ---------------------------------------------------------------------------------------------------- -----------------------------------------�---------------------------------------------------------------------------------------- --------------------------------------------------------- -------------------------------------------------------------------- ------------------------------------------------------------------'------------------ ------------------------------------------- - Y 1 i L3x3xj KICKERS r r z � � NEW 6 F� F 8 F� AT 12'-0" MAX. ,sss I ,fss S402 ' IMP WALL WHERE NEW 6" i y I y O > > i IMP WALLS OCCUR � SHEET NUMBER N 2 PARTIAL ROOF FRAMING PLAN - NEW COOLER AREAS102 •L T 0 U I - , A Mo-KING �T/TTTT/Ti%DDZD�DT/TT/TTTT/T/TTDTT/TT/ TDDT/TiDl�D7TTT/TT/)- T TAT/% 1610 East MoreheadSuite 200 _ 11DDD/1 D/1 /_1D/1DD�D�D�DD Charlotte.28207 Z_ 4-1 704 365 316160 telephone 704 365 3101 facsimile www.amkinggroup.com 30'-9" i I I I I -- I 11 10 9.2 9— I 4 jl — li -------- ----- r I I - - !/ K $ 20 2021 43 ------ i K.1 ----------------- w iN K.2 I 1 � ' DEMO HATCHED PORTION OF I � DEMO HATCHED PORTION • D102 DEMO HATCHED PORTION OF -- P ---- ' VERIFY THERMAL BREAK IN � _-- I T -I OF CURB AS REQUIREDDI CONCRETE CURB CONCRETE CURB TO RECEIVE SLAB. NEW IMP WALL D CB'6 i I STORAGE FOR NEW WORK ' RC D _ C PROVIDE SLAB CUT FOR I EQUIPMENT j THERMAL BREAK, SEE 12(� ENLARGED DEMO DETAILS ON D102 i �I I L I I I DEMO HATCHED PORTION OF r------,I WALL UP TO 2V-6" A.F.F, I I II CONCRETE CURB, & REMOVE I II EXISTING GIRT AT +1-1 T-0" A.F.F. , DEMO APPLIANCES BETWEEN COLUMN LINES KA & - ---- L2- L2. DEMO CONCRETE SLAB I _ EACH SIDE OF WALL & PREP 6'-0„ 6 0 I --- II FOR NEW SLAB. DEMO CURB EA. SIDE OF WALL 8" BEYOND EA. SIDE OF WALL II DEMO DOORS &HATCHED �I / WALL AS OPENING AND PREP TO RECEIVE J NEW CURB, TYP. ` r=_____� REMAINING OFGWB WALLS SHOWN. PATCH I I I I EXISTING DOOR & BOLLARD TO I AS REQUIRED REMAIN B.8 - - - j O 0 II II II I L------J IIIij DEMO HATCHED WALL DEMO HATCHED PORTION I I I I ENTIRELY AND PATCH GWB OF CURB ENTIRELY AS D I I I II I AS REQUIRED REQUIRED I I I I I I I I I 34DEGREE j L-_--__JI COOLER I 132A I I H MAIN 7- 7777 BREAK ROOM ! ! I I I 133 _ _ D- _ _ - .- - --- - I NOTE: C�- I ' I I RELOCATED PALLETITRACKING LOCATIONS TO BE REMOVED DURING CONSTRUCTION N.5 DEMO ALL FLOORING,BASE, WALL I PATCH NY REMAINING I / X \ I REQUIRED ENLARGED DEMO PLAN -LOCKER ROOMS GWB AS REQU _ -I\ I 1 I' I I SCALE: 1/4"= 1'-0" I I N I ISSUED: 05.28.21 - FOR PERMIT IDEMO MILLWORK, APPLIANCES, WALL TILE ` I� AND WALL COVERINGSAS ;I� REVISIONS: I I SHOWN I I 08.20.21 - REVISION 1 I P.1 I --R I L —I—� 14 DEMO HATCHING LEGEND: I IL-- -- C --- I L I— EXISTING CONCRETE CURBS I � I L j� 'I I � Q TO REMAIN CIA oo PROVIDE SLAB CUT FOR 1 I _ I_cli THERMAL BREAK, SEE I I U � I � U ENLARGED DEMO DETAILS ON EXISTING DOOR & BOLLARD TO I I I `\ � II I I I � � � EXISTING CONCRETE CURBS Z D102 REMAIN I j II i i TO BE REMOVED Uj DEMO DOOR AND HATCHED L - I- rn---- ----- -- --: WALLS ENTIRELY. PATCH I O EXISTING STRUCTURAL REMAINING GWB AS - -- J CROSS -BRACING TO REMAIN, TYP.� C,3 —REQUIRED -- I - EXISTING IMP WALL TO REMAIN � — - � �T1ZT1Z:Tl� LU NOTE: ___ - > I RELOCATE PALLETS AND - - I I \ I I I I j RACKING AS REQUIRED FOR P - I I I / \ I I COORI DOR \ I EXTENT OF CONCRETE COOLER NEW NSTRUCTION OF j I - - — DEMO DOOR AND HATCHED \ \ U' / \ DEMO DOOR AND HATCHED \ \ it I - ENTIRELY. PATCH W LLS ENTIRELY. PATCH \ I I SLAB DEMO I WALLS ENTIR At 132 // I � i REMAINING GWB AS � � RE1t�UIRED AINING GWB AS JANITOR REQUIRED - - - - IR - - T O ��T CLOSET _ _ - - - - - �1U ?� T �T �J-T` EXISTING IMP WALL TO BE o I - I C TIUILT 1- -- �X/�—I�- REMOVED U -E - -� I I 1 132A -L- -I- �- '►I Q / \ RELOCATE BULLETIN O BOARD TO BE CENTERED I ` - DEMO MOP SINK AND CAP r� �� / I I ON CONCRETE CURB O - —5 PLUMBING AS REQUIRED. I \ / I / / i I I BELOW Cl) I I j REFER TO PLUMBING I VESTIBULE F_ - - - - EXISTING ARMORED SLAB JOINT LO O lI — �}� CL 1Z� I I TO BE REMOVED ♦ U I I I I i DRAWINGS I �/ \ /� L- - - - - - - DEMO WALL AND V 134A Y' DEMO ALL FLOORING, CONCRETE CURB AS 1 J I/I BASE, FURNITURE, 2 I I I I I I I I X D rr r - o � REQUIRED FOR NEW DOOR LOCKERS &FIXTURES. - D102 / X I �- -L �_ �_ �- J- -!- V V/71 I �� �� PATCH ANY REMAINING - L- IL_ JI I � GWB AS REQUIRED DEMO HATCHED PORTION OF - DEMO ALL FLOORING, r� BASE FURNITURE, - M O U w WALL FOR INSTALLATION OF I, ,' � ��1�1�1 - I.� Fes_ _. z �-�,� �, , ; I - - - - - � LOCKERS &FIXTURES. � NEW DOOR, CONCRETE CURB � � I/ AND CONCRETE SLAB EACH PATCH ANY REMAINING _ LU V SIDE OF WALL AND PREP FOR \ NEW SLAB. (3 P, L- - - - - J GWB AS REQUIRED /Uj U Q.5 --f' ===QG� I F� �— z Q 646, D, - - - rir - z >- I X / I f I I - I � ca of ff j MENS I f \ DEMO HATCHED WALLS i ° WOMENS� I I 1 OU ^ AND FIXTURES ENTIRELY. O / - RESTR00 I I - _ p �+ O _ I RESTROOM I i� PATCH REMAINING GWB AS r - F 7 I � _ � _ =a�� REQUIRED 135 I I _ I DEMO HATCHED PORTION OF - i � 134 GI I �- Q / � I ° � � L_ � � x � � �' W 0 0 WALL UP TO 21'-6" A.F.F, O _ V) CONCRETE CURB, & REMOVE I�/� I � X O � Q -a EXISTING GIRT AT+I-11'-0" A.F.F. ^ I _ J BETWEEN COLUMN LINES Q.5 & I I Z R. DEMO CONCRETE SLAB EACH - L J SIDE OF WALL & PREP FOR NEW C.8 - ' DEMO HATCHED WALLS , W _ D SLAB. DEMO HATCHED WALLS I \ v ( / -� ^� I AND FIXTURES ENTIRELY X AND FIXTURES ENTIRELY I j� , \ '/L ^ - `? L R I 0 Z w I— - -- DEMO CURB EA. SIDE OF WALL �— - - _ i - - - - f jI -a C 8" BEYOND EA. SIDE OF WALL _ OPENING AND PREP TO RECEIVE L�� I - ---- II f - NEW CURB, TYP. F_ �L- - - - - J as � T__\ � 1 � - -I DEMO WALL AND � � N I I � � ^ '� �- � CONCRETE CURB AS REQUIRED FOR NEW DOOR ,I ��TTTTTT-I-TTD\/ SHEET NAME \ \ KI / OIL_ / I I I I I I IM� ' PROVIDE SLAB CUT FOR \L �- �- -L -L -�- �- J --- -- --- - _ _ —_ — - _ ' DEMO HATCHED PORTION OF - - - �- �- �- J- �- -� �- � -� y L THERMAL BREAK, SEE _ - - - - - - - - - - - - - ENLARGED DEMO DETAILS ON CONCRETE CURB TO RECEIVE 3 DEMO FLOOR R D102 NEW IMP WALL D102 -�- - - - - - - p o �tt T I I I I 1 1 1 1 1 1 1 1 I PLANS Y __ __ _-----e�,------- J T A I I\ --------------------------- --- ------..--------------------------------�--- --------------------------------k-� �h— ----- -- R.5 L� P I I I I I I I I�� --- -- --- ---- (, _ I I I I I I I Iv� _ — --- _ _ 1 r1 D I I _D l J D102 j�--1- -------------`------- - - - - - - - j SHEET NUMBER o I ------------- ---�•-- N I - 71 _7 DEM�=r-()r LOOR PLAN - COOLER EMO FLOOR PLAN BREAK ROOM D101 0 U N SCALE: 3/32 " AP-Mo-KING K )- ' CV 11 10 1 ELECTRICAL A151 ROOM F 142A I — NEW BOLLARD TYP. SEE A401 I i A301 III NEW CURB TO MATCH EXISTING 1' 2 A151 f SIM 1' NEW CURB TO — MATCH EXISTING RELOCATE EXISTING FIRE ALARM — EQUIPMENT AS REQUIRED TO MEET DESIGN CRITERIA PROVIDED BY FIRE PROTECTION ENGINEER AND CONTRACTOR. FIELD VERIFY LOCATION 2V-6" HIGH CASED OPENING CONCRETE CURB TO WRAP AROUND IMP WALL AT CASED OPENING AND JOIN FLUSH WITH EXISTING CURB TYP. EXISTING DOOR & BOLLARD, FIELD VERIFY LOCATION VERIFY LOCATION OF EXISTING DOOR AND ADJUST RACKING AS _ NECESSARY TO MAINTAIN ADA DOOR CLEARANCE AS SHOWN NEWERCOOLER 181 1 ,CKING IS SHOWN �I IR REFERENCEIT ILY - RACKING TO PERMITTED .PARATELY A OVERHEAD RACKING J Z U � ^j VERIFY LOCATION OF EXISTING DOOR &BOLLARDAND_ _ --__. _--- ADJUST RACKING AS NECESSARY TO MAINTAIN ADA DOOR CLEARANCE L� AS SHOWN /—^�/ P.5 i EXISTING 34°F COOLER 158 NOTE: NO LHATCHED] PERFORM AREA. EXI CONDITIO I I I � $ EXISTING 550F COOLER 161 -------------- 1 1 NEW BOLLARD �� 181C TYP. SEE A401 CO �•t'�1 0 -- -� - --) 1 21'-6" HIGH CASED; OPENING CONCRETE CURB zo---. -,-----_-_ TO WRAP AROUND IMP WALL AT CASED OPENING A4 o1 AND JOIN FLUSH WITH EXISTING CURB TYP. EXISTING 34°F P COOLER EXISTING STRUCTURAL NEW CURB TO MATCH EXISTING l J NEW BOLLARD 8 TYP. SEE A401 A301 66'-11" 3'-0" 24'-10" i � III ENLARGED COOLER PLAN SCALE: 3/32" = V-0" ENLARGED BREAKROOM PLAN SCALE: 1/4" = V-0" EXISTING DRY WAREHOUSE 142 0 NEW BOLLARD TYP. SEE A401 NEW BOLLARD TYP. SEE A401 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com 8.20.2021 L i ISSUED: 05.28.21 - FOR PERMIT REVISIONS: 08.20.21 - REVISION 1 0 ti N co N U Z w O J ¢ _ U w 0 U) Y ¢ Q O Uj 0 O J O ¢ O 0 M Q U O t� v Q � w Z U = W U z ¢ y� � z �- O 0 I_ o r z _ � hi O o 0Cj)ry z L W to � N Cl)_ w 2 �z�� _ J o ,^ V J QC�N° co U SHEET NAME ENLARGED FLOOR PLANS Z 0 SHEET NUMBER o N Al 01 0 U 11 A.1 A.3 'N'_ 1 4 3" . 5u Ell TOILET ACCESSORY SCHEDULE: ID DESCRIPTION MANUFACTURER MODEL COMMENTS T1 36" Long X 1 1/2" Diameter Stainless Steel Grab Bars with Snap Flange Bobrick Washroom Equipment, Inc. B-6806 Series - T2 42" Long X 1 1/2" Diameter Stainless Steel Grab Bars with Snap Flange Bobrick Washroom Equipment, Inc. B-6806 Series - T3 18" Long X 1 1/2" Diameter Vertical Stainless Steel Grab Bars with Snap Flange Bobrick Washroom Equipment, Inc. B-6806 Series - T4 Surface -Mounted Multi -Roll Toilet Tissue Dispenser Bobrick Washroom Equipment, Inc. B-2888 - T5 Surface -Mounted Sanitary Napkin Disposal Bobrick Washroom Equipment, Inc. B-270 - T6 Powder Coated ADA Toilet Partition Hadrian, Inc. Powder Coat Series 828 - Dovetail Finish T7 Powder Coated Toilet Partition Hadrian, Inc. Powder Coat Series 828 - Dovetail Finish T8 Powder Coated Wall Mounted Urinal Screen Hadrian, Inc. Powder Coat Series 828 - Dovetail Finish T9 24" X 36" Glass Mirror with Brushed Stainless Steel Angle Frame Bobrick Washroom Equipment, Inc. B-290 Series - T10 Surface -Mounted Soap Dispenser Bobrick Washroom Equipment, Inc. B-4112 - T11 XLERATOR HAND DRYER EXCEL DRYER WALL GUARD WHITE - T12 Bench - - Solid Maple Finish to match perishable area T13 Emperor Corridor Lockers Hadrian, Inc. Emperor Series 1828 - Dovetail Finish ENLARGED LOCKER ROOM PLAN 0 WORK ERFORMED HED AREA. 3 ONS TO IN 5.1 15 L.J GATE FOR EGRESS FROM PATIO 6'4' HIGH WOOD PRIVACY FENCE i i i NEW PATIO P3 \_ NON -COVERED PATIO ----\ i ENLARGED PATIO P3 PLAN A-MoKING 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com 8.20.2021 r .. .. J ISSUED: 05.28.21 - FOR PERMIT REVISIONS: 08.20.21 - REVISION 1 0 ti N co CV U Z W H H O J U w G` 0 07 O Uj 0 COO J Z O o 0 co U J O, � J O U W Uj U Z w U z ¢ O 0 c) r z �_w0 =0 OCr) CQ - ryo �L z WC� w pZry QVNC/) co U SHEET NAME U T ENLARGED C> 0 FLOOR PLANS z & ACCESSORY SCHEDULE SHEET NUMBER I o N SCALE: 1/2" = V-0" SCALE: 1/4" = V-0" Al 02 Q 0 U AP-Mo-KING EXISTING a All noC:nnnir-' 8'-0" INFILL CMU 6'-9" OPENING ELEVATION 2 SCALE: 1/4"=1'-0" o-- A.31 v 32'-11" MEZZANINE E 20 1 NOTE: MEZZANINE FINISH FLOOR AT 12'-5' 1 ri'_a" P,_;" i . I II II I II I II I II r� UFEN I U VESTIBULE BELOW I ( i _—N J — IIL it II I I I I I i j I II II II II II II II � i I � I II 6'-0" REMOVEABLE II GUARDRAIL FOR II ACCESS FROM II II II II II WAREHOUSE I I I I II II ------------- ------------------- IN ENLARGED (MEZZANINE FLAN SCALE: 1 /4" = V-0" I r 2 D V 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com 8.20.2021 I' ,1 J ISSUED: 05.28.21 - FOR PERMIT REVISIONS: 08.20.21 -REVISION 1 1 � Z43 SHEET NAME ENLARGED FLOOR PLANS O ti N co N U z LU 1-- O 1 U W 0 U) Y O I— O ¢ rn Cl) LO W SHEET NUMBER A-Mo-KING EXISTING DRY DOCK EXISTING STEEL COLUMN 8" WIDE X 3'-6" (HIGH) CONCRETE CURB. TIE INTO EXISTING CURB 6" THICK INSULATED METAL — PANELS a c a 26 GA GALV. STL. TRIM. ATTACH TO PANELS W/ #10 x 3/ 4" S.M. ° '' co SCREWS @ 12" O.C. W/ PAINTED HEADS TO MATCH PANELS, PROVIDE SEALANT THERMAL CUT AND CLOSED CELL - FOAM -IN -PLACE INSULATION PEEL& SEAL VAPOR BARRIER — CONT. BONDING ADHESIVE -MIN 3" ( COVERAGE ON METAL SKIN 00 SEALANT — CV RIGID INSULATION & FOAM -IN -PLACE AIR GAPS 6" THICK INSULATED METAL l — PANELS 26 GA GALV. STL. TRIM ATTACHED _ TO PANELS W/ BAKED -ON ACRYLIC NEW 34 DEGREE FINISH - COLOR TO MATCH PANELS COOLER 8" WIDE X T-6" (HIGH) CONCRETE CURBS 6" 8" 8" TYP. PLAN DETAIL N SCALE: EXISTING Ic EXISTING ( K K.2 8" WIDE X T-6" (HIGH) CONCRETE CURBS 6" THICK INSULATED METAL PANELS 26 GA GALV. STL. TRIM ATTACHED - TO PANELS W/ BAKED -ON ACRYLIC FINISH - COLOR TO MATCH PANELS RIGID INSULATION & FOAM -IN -PLACE AIR GAPS THERMAL CUT AND CLOSED CELL FOAM -IN -PLACE INSULATION 26 GA GALV. STL. TRIM. ATTACH - TO PANELS W/ #10 x 3/ 4" S.M. SCREWS @ 12" O.C. W/ PAINTED HEADS TO MATCH PANELS, PROVIDE SEALANT PEEL& SEAL VAPOR BARRIER — CONT. BONDING ADHESIVE -MIN 3" COVERAGE ON METAL SKIN SEALANT (]-L)(: ) TYP. PLAN DETAIL N SCALE: 1 1 /2" = 1'-0" R4.5 26 GA GAL' TO PANEL: FINISH - C( THERMAL( FOAM -IN -PI 8" WIDE X CONCRETI 6" THICK P METAL PAI SEALANT CONT. BOIS ADHESIVE. COVERAGI SKIN 26 GA GAL TO PANEL SCREWS HEADS TO PROVIDE PEEL& SE/ 8" WIDE X CONCRET TYP. PLAN DETAIL N SCALE: EXISTING 34 DEGREE COOLER R4.5 �R.5) 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com 8.20.2021 r 0■ _. .. J ISSUED: 05.28.21 - FOR PERMIT REVISIONS: 08.20.21 - REVISION 1 PEEL& SEAL VAPOR BARRIER ATTACH M ` Uj 26 GA GALV. STL. TRIM. TO PANELS W/ #10 x 3/ 4" S.M. SCREWS @ 12" O.C. W/ PAINTED HEADS TO MATCH PANELS, a O Z PROVIDE SEALANT c THERMAL CUT AND CLOSED CELL FOAM -IN -PLACE INSULATION ELECTRICAL O O ROOM 6" THICK INSULATED METAL PANELS V ' �,, �W v W 0a Z 0 �WO I I O U)SEALANT W Q 00 CONT. BONDING ADHESIVE MIN 3 co Uj Z U) COVERAGE ON METAL SKIN �i Z Uj w 8" WIDE X 3'-6" (HIGH) CONCRETE CURBS NEW 34 DEGREE COOLER I I EXISTING 34 I I DEGREE COOLER � V � 0 N U) 26 GA GAL TO PANEL FINISH - Ci 90° TRIM P AS SHOWI CASED OF TYP. PLAN DETAIL N CALE: SHEET NAME IMP PLAN DETAILS SHEET NUMBER Al 51 U) ii N O N T Q O U MI AP-Mo-KING I I 35 A402 I wr w w Iwr r I � jI i r I i I I EXISTING INSULATED METAL PANEL i � I FINISHED I I A402 I I I II wr wr wr wr w FROST BOXING AROUND EXIS' STRUCTURAL METAL-BRACIN( BEYOND EXISTING INSULATED METAL PANEL 4" INSULATED METAL PANEL, REFER TO 2/A301 FOR LENGTI AND LOCATION OF FROST BO, SIM , 4 A402 I I 4" INSULATED METAL PANEL, REFER TO 2/A301 FOR LENGTH OF FROST BOX I I INFILL WITH RIGID INSULATION °3 ' 4 EXISTING INSULATED METAL PANEL EXISTING GIRT TO REMAIN EXISTIN STORA( EXISTING CONCF 4-t' 1; 14 11 1610 East Morehead Suite 200 Charlotte, NC 28207 FOAM BOTTOM AND TOP OF FLUTES 704 365 3160 telephone 6-0" FROM IMP ON WARM SIDE AND 704 365 3101 facsimile 2'-0" FROM IMP ON COLD SIDE www.amkinggroup.com I 1 A402 2'-0" I NEW 34 DEGREE COOLER I 3 A401 I r I I I 100'-01, J FINISHED FLOOR I I 6'-0" INSULATION REQUIRED 26 GA TRIM (COLOR TO MATCH IMP) FOAM BOTTOM AND TOP OF FLUTES 6'-0" FROM IMP ON WARM SIDE AND 2'-0" FROM IMP ON COLD SIDE 2" INSULATED METAL PANEL ON WARM SIDE EXISTING STRUCTURE 3" IMP FROST BOXING AROUND EXISTING STRUCTURE PROVIDE 26 GA. TRIM TO COVER IMP CUT PANELS NEW 6" INSULATED METAL PANEL EXISTING DRY STORAGE �— NEW HIGH CURB EA. SIDE OF 1 INSULATED METAL PANEL I THERMAL CUT IN SLAB, REFER TO DEMO PLANS I E-411101wift l J ISSUED: 05.28.21 - FOR PERMIT REVISIONS: 08.20.21 - REVISION 1 o, 1 } r r; + rya ijjkI_ 1711 WALL SECTIONS 3) WALL SECTION SCALE: WALL SECTION 2 SCALE: ASCA1 LE: SHEET NUMBER 4 M► �, ■ LA . A-MoKING EMBED PLATE DETAIL 4" STEEL TOE PLATE, Pi GUARDRAIL - REFER TC CONCRETE SLAB W/ ED ANGLE - REFER TO STIR DRAWINGS 0 v� PLASTIC DOME CAP - COLOR TO MATCH BOLLARD PAINT COLOR NOTE: REFER TO DETAIL 51A401 FOR TYPICAL BOLLARD LAYOUT AT MAN DOORS. 6" SCH. 40 CONCRETE FILLED PIPE BOLLARD - PAINT SAFETY YELLOW BOLT DOWN PLATE - SEE DETAIL 8/A401 INTERIOR BOLLARD - BD1 SCALE: 1" = V-0" 1-1/2" DIA. STEEL PIPE TOP RAIL 1-1/2" DIA. STEEL PIPE RAIL 1-1/2" DIA. STEEL PIPE VERTICAL RAIL, WELDED TO STEEL PLATE 1-1/2" DIA. STEEL PIPE BOTTOM RAIL TOOL TOP OF CURB FOR CAULKING CONCRETE CURB -SMOOTH TROWEL FINISH (2) CONT. #4 BARS HORIZONTAL EXISTING CONCRET SLAB CURB DETAIL 3 SCALE: 1-1/2"=1'-0" 6 MIL. POLYFILM SLIP SHEET - EXTEND 2'-0" ABOVE TOP OF CURB AND TAPE TO PANEL. CUT OFF AT TOP OF CURB AFTER CURB IS POURED & PRIOR TO CFAI ANT INSTALLATION CAULK TOP OF CURB AFTER BUILDING IS BROUGHT DOWN TO TEMP SEALANT INSULATED METAL WALL PANEL #4 DOWELS AT 1'6" O.C. VERTICAL - DOWEL INTO CONCRETE FLOORING USING ADHESIVE ANCHORS 4" EMBED, TYP. DRILL HOLES MIN. 4" DEEP AND FILL WITH EPDXY GROUT 2"X 2" 16 GA GALV. ANGLE ZAMAC ANCHOR @ 24" O.C. BUTYL SEALANT EXISTING CONCRETE SLAB 1/16" SAW CUT THERMAL BREAK AT NEW COOLER IMP WALLS, FILL W/ SEMI -RIGID EPDXY JT SEALANT. REINF. CONT. THRU JOINT.. REFER TO DEMO PLANS FOR LOCATIONS 42" X 6" DIA. STE< ' BOLLARD W/DOP PAINTED SAFET) YELLOW 1'4' X 9" X 3/8" S PLATE ANCHORE CONC. SLAB W/ ( DIA. EXPANSION EXISTING SLAB 42" X 6" DIA. STET' BOLLARD W/ DO PAINTED SAFET YELLOW (4) 3/4" EXPANSII BOLTS V-0" X 9" X 3/8" MOUNTING PLAT BOLT DOWN PLATE DETAIL - SCALE: 1-1/2" = V-0" SHEET METAL CAP 2X CONT. WOOD BLOCKING ANCHOR TO CMU W/ GALV.1" X 6" LG. ANCHOR BOLTS @ 2'- 0" O.C. COUNTERSUNK CONT. HOLD DOWN CLEAT CMU WALL SEE PLAN CMU CAP DETAIL SCALE: 1-1/2" = V-0" INSULATED METAL WALL PANEL SEALANT #4 DOWELS AT 1'-6" O.C. VERTICAL - DOWEL INTO CONCRETE FLOORING USING ADHESIVE ANCHORS 4" EMBED, TYP. (2) CONT. #4 BARS HORIZONTAL EXISTING CONCRETE SLAB DRILL HOLES MIN. 4" DEEP AND FILL WITH EPDXY GROUT CURB DETAIL SCALE: 1-1 /2" = V-0" • 6 MIL. POLYFILM SLIP SHEET - EXTEND 2'-0" ABOVE TOP OF CURB AND TAPE TO PANEL. CUT OFF AT TOP OF CURB AFTER CURB IS POURED & PRIOR TO SEALANT INSTALLATION SEALANT TOOL TOP OF CURB FOR CAULKING CONCRETE CURB - SMOOTH TROWEL FINISH VERTICAL 1-1/2" X 1/4" KEY AT CONTROL AND CONSTRUCTION JOINTS SPACED AT 15'-0" O.C. MAX IF REQUIRED SEAL JOINT AND ALONG EDGE OF ANGLE AS REQUIRED PAINT ANGLE ONLY TO MATCH EXISTING; ALIGN ENDS WITH CONTROL JOINTS AND SEAL ANGLE TO RETURN @ ENDS 1/2" MIN. EXPANSION BOLT AT MIN 4'-0" O.C. SEALANT 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com 8.20.2021 r �I ISSUED: 05.28.21 - FOR PERMIT REVISIONS: 08.20.21 - REVISION 1 UJI 0 0 O O O ZWUj U z 0a 0 =Z U 1-. 0 `� w 0 0�Uj0 U) o CONCRETE CURB LAYOUT, f•1 0 Lo D CMU WALL, REFER TO STRUCTURAL DRAWINGS /T TYP. AT ALL LOCATIONS 20" X 1/4" STEEL PLATE, FULL WIDTH AT ALL LIFT POINTS, PAINT TO MATCH GUARDRAIL 3/8" DIA. HILT[ HIT HY70 (ESR-2682) ADHESIVE ANCHOR AT 2'-0" O.C. IN SOLID GROUTED MASONRY CORES, WITH MIN. 3 3/8" EMBEDMENT NO NO SHEET NAME DETAILS & SECTIONS 0 ti CV 00 CN U Z w F_ O S Q U w > w 0 U) Y Q O E— O Q mi rn M i] J CL U w U Q w 0 Y Z S O a� i aD N C. U ! 2 Q i 0 z 0 TYP. GUARDRAIL DETAILS SCALE: 1-1/2"= V-0" DOOR BOLLARD DETAIL SCALE: 3/4" =1'-0" 6 GOALPOSTS 7 GOALPOSTS SHEET NUMBER A401 Q.3 — R.45 T -- I 6_77 F I SPRINKLERS SHOWN FOR REFERENCE ONLY; FIRE PROTECTION ENGINEER AND CONTRACTOR TO PROVIDE DESIGN CRITERIA OF SYSTEM AND FINAL QUANTITIES, AND LOCATIONS OF HEADS I� I EXISTING EXIT SIGN I I� 1 v ' EXISTING PATIO P2 C.3 NEW ACT CEILING AT 9'4' AFF - RE -USE LIGHT FIXTURES AND DIFFUSERS FROM PREVIOUS OFFICE RENOVATION EXPANDED PATIO P2 A. i R ---I U P N.9 - — P.2 RENOVATION N NEW ACT CEILING AT 9'-0" AFF - RE -USE LIGHT FIXTURES AND DIFFUSERS FROM PREVIOUS OFFICE RENOVATION JI— NEW ACT CEILING AT 9'-0" AFF - RE -USE LIGHT FIXTURES AND DIFFUSERS FROM PREVIOUS OFFICE KtNUVH I !ON GENERAL NOTES: ALL NEW ACT CEILING AT 9'-0" AFF REUSE LIGHTING FROM PREVIOUS OFFICE RENOVATION LOCKER ROOMS REFLECTED CEILING PLAN SCALE: 1/4"= V-0" EXISTING EXIT SIGN NEW ACT CEILING AT 9'-0" AFF - RE -USE LIGHT FIXTURES AND DIFFUSERS FROM PREVIOUS OFFICE RENOVATION �J EXISTING DRY WAREHOUSE 142 NEW ACT CEILING AT 9'-0" AFF - RE -USE LIGHT FIXTURES AND DIFFUSERS FROM PREVIOUS OFFICE RENOVATION NEW EXIT LIGHT FOR NEW EGRESS DOOR `J II inik 9.2 k-Mo-KING 1610 East Morehead _ Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile --- www.amkinggroup.com I RISER ROOM 129C OPEN TO DECK I 1 I T 8.20.2021 OPEN TO DEC. SYMBOL LEGEND RE -USED 2'X4' LEI) LIGHTING FIXTURE FROM PREVIOUS OFFICE RENOVATION ® EMERGENCY EXff SIGNAGE Ln EXISTING SUPPLY AIR DIFFUSER PiEXISTING RETURN AIR DIFFUSER ® NEW SUPPLY AIR DIFFUSER ® NEW RETURN AIR DIFFUSER EXISTING SPRINKLER o RELOCATEDINEW SPRINKLER NOTES 1. ALL NEW ACT CEII-ING HEIGHTS AT 9'-0" 2. NEW GYP. BOARD CEILING 9'-0" 3. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LIGHTING & EMERGENCY FIXTURES & AIR SUPPLY/RETURN LOCATIONS. C� - I --- - nnT PE11 inlr AT r ,I I i t I 1 ,-` Q I II-- M • CLJ. 05.28.21 - FOR PERMIT REVISIONS: 08.20.21 -REVISION 1 0 r` N 00 N U z u.l I— O .J r U Uj 0 rn Y O 2 O 0 2i la, � rn co ® ® dJ U w �dl W � U ne ® ¢ C) 0 W O O 0 Ara WJ Cr LLJ R C/) e �i W ry I— s ftli C) L0 qrr 0) SHEET NAME' U U REFLECTED 0 CEILING PLANS Y z 0 SHEET NUMBER I o N BR�1/4"= K ROOM/ THIRD PARTY REFLECTED CEILING PLAN N�!1 �7v () SCALE: 1'-0" BREAK ROOM/ THIRD PARTY REFLECTED CEILING PLAN SCALE: 1/4"= V-0" A701 C 0 U U .J J d F- U w t— U nel O z O -a m a> U) a: 0 t ca U Q) U Q T 7 O Y z c t 0 N O N O1 T Q O U LIN F� '711 r 0 �) w n N BELOW SLAB ABANDONE PIPE � I I I CAP 4" BG SAN. AT MAIN, NEW,(;ORRIDOR Lz—4" X. S —� I I I I H I D PARTY Q N �— —--------------- ---- -1" DHW DEMO--- I FFICE m II ' i Q I � I X W �' NEW W CAP 2-1 /2" VESTIBULE X 1 DE EXIST DHW & o " ' W DCW DROPS w 1 DEMO.. DCW - - 2" DEMO.. DCW - . 1 /2" EX. CUT AND CAP 4" -- - - - - - \ N I ,,� RISERS BELOW DEMO 1-1 /2 r _ •- FLOOR I„ CUT AND PLUG Y ` EIN EXISTING 2" SAN. c� _ _ _ BELOW FL00 REMOVE VENT & t CUT ANt) PLUG DROPS ___i WtNAG2'2'B%ARAN TO WALL- z PIPEBffP0WIWOft WALL _ o 1 /2" DCW & 1-1+ V. DN. w D CAP o N RISERS BELOW RISERS BELOW I I FLOOR FLgR w NOTE: Q REMOVE ALL PLUMBING d z FIXTURES Li 1 \ n m - CUT AND PLUG 1 EXISTING 3" FLOOR t w DRAIN BELOW FLOOR —I _ _ b 3" EX. W. 3" EX. W. " -- -- ---- ---- ------------ ----------� --------------- q I I I I I I I I I I 1 I I I I I I I III I I1I I III I I1I I III I I1I I III I I1I I EXISTIN I EYE WASH SHOWER UPI 1I 1I II II 1 1 1 1 1 I _L— 1 =4 \T, -- I THIRD PARTY OPFIGES DEMOLITION N UUNNLUI NEW 1--I/L V. I j 0 1 /2" H&CW I TO EXISTING i � c I I II II E - I I ° LJ O N n BELOW SLAB ABANDONE PIPE � I NEW ,ORRIDOR a 1 v Owl/ vi i a) in a� m n co U L -F-� 0 U W 0 L / U N O L_ n w m N cal X -p W 0 j 3" EX. W. 3" EX. W. U UI I I I I I f I I I I 0 1 1 1 1 1 I 1 I 1 I 1 1 1 EXISTINIP EYE WASH SHOWER TO REMAI UP 1 1 I I I 1 1 I 1 1 1 I C i A I I I 1 I I I I I I I I i I /I I I I IL4j 0---a---------- -------------------------------- v m X THIRD PARTY OFF GES 0 m Q1/411 _ I1 _ Oil MEWS LOCKER ROOM U=2 1 3/4 DHW RELIEF _ HUB DRAIN w �1 Er1I EHNH-I ROO _ TMV-I o I II - 1 EXIST. FD -AV-2 V-2 �V-21 LP�V-2 LA\/ -I I LL l 3/4 O�HW t II I t I II t � I � 1-1/2- V A 1 WG 21 NC,-2 U=2 U 2 UJ-11 I ii DCW 1-- _3" V.__ t — ' 1 /2" DCW -_ _ c ENO-1. II /- EXIST. FCO .. --- - - - . , MENEENEEMENEENVIIJ tti� 1'1 0DHW III- N LOG<ER ROOM TOILET 3D l 1/41 1 = II — Oil N A1,MPKING 1610 East Morehead IV Suite 200 Charlotte, VC 202V1 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com �uMe Q � `9IESCD 3 6lUALI1Y PLUMBING 4 SINCE 1944" 00 • The Eugene Steinberg Co. 35 Barber Pond Rd. Bloomfield, CT 06002 Phone: 860-242-2050 E-Mail brobbin@tescomech.com www.tescomech.com ISSUED: 05.28.21 - FOR PERMIT REVISIONS: AREV. - 1, 9-9-21 111011110) O O O O 0 Z U E- Z -�Crz W U z 0 = Z U �`w0 F_ L ct 1 � � z u) W L.L.. F— Q O V Lo N 0 SHEET NAME LOCKER RM " �� PLUMBING 3 ® m S PLAN 0 2' 4' 8' SHEET NUMBER u SCALE 1/4" = 1'-0" Pi 0 1 / I 0 D:\TABBox\TABbox\My Documents\Autodesk\My Projects\Aldi Warehouse\Constructs\Plumbing\Phase 5\Tesco Aldi Phase 5 Plmbg.dwg, 9/9/2021 3:55:23 PM, AutoCAD PDF (General Documentation).pc3 A-MoKING PEX Tubing 1. Material: Cross -linked polyethylene (PEX) manufactured by PEX-a or Engel method. 2.Type: Wirsbo AQUAPEX or equal. 3.Material Standard: Manufactured in accordance with ASTM F876 and ASTM F877 and tested for compliance by an independent third party agency. 4.Standard grade hydrostatic design and pressure ratings from PPI. 5.Fire rated assembly listings in accordance with ANSI/UL 263. a.UL Design No. L557 -- 1 hour wood frame floor/ceiling assemblies b.UL Design No. K913 -- 2 hour concrete floor/ceiling assemblies c.UL Design No. U372 -- 1 hour wood stud/gypsum wallboard wall assemblies d.UL Design No. V444 -- 1 hour steel stud/gypsum wallboard wall assemblies 6.Minimum Bend Radius (cold bending): No less than 6 times the outside diameter. Use a bend support as supplied by the PEX tubing manufacturer for tubing with a bend radius less than stated. 7.Naminal Ing141P (linmetor: Provide tubing `v" ul nominal iiiSide diaiilcter, in al ordanCe with ASTM F876 Cis Indicated. a.3/8 inch [9.53mm] b.% inch [12.7mm] c.3/4 inch [19.05mm] d.1 inch [25.4mm] e.11/ inch [31.75mm] f. 1 % inch [38.1 mm] g.2 inch [50.8mm] Bt Fitti es.rlttings 1. Material: Fitting assembly shall be manufactured from material listed in paragraph 5.1 of ASTM F1960. 2.Material Standard: Comply with ASTM F1960. 3.Type: PEX-a cold expansion fitting. a.Assembly shall consist of the appropriate ProPEX insert with a corresponding ProPEX Ring. C.Manifolds 1. Material a. Type L copper body with UNS 3600 series brass ProPEX outlet connections b. Engineered Plastic (EP) body with ProPEX outlet connections 2.Manifold Type a_Unnnnr PrnPFX 1" (c)nnPr Mnnifnlri b.Uponor AQUACENTERT`" EP Manifold 3.AI1 manifolds manufactured with the appropriate sized ProPEX fittings on the manifold supply inlets. D.Accessories 1. Angle stops and straight stops that are compatible with PEX tubing shall be supplied by the PEX tubing manufacturer. 2.Bend supports designed for maintaining tight radius bends shall be supplied by the PEX tubing manufacturer. 3.ProPEX expander tool to install the ASTM F1960 compatible fittings shall be supplied by the PEX tubing manufacturer. 4.The tubing manufacturer will provide clips and/or PEX rails for supporting tubing runs. 5.AI1 horizontal pipe hangers and riser clamps shall be epoxy -coated material. SOIL. WASTE, AND VENT PIPING SYSTEMS (ABOVE AND BELOW GRADE) (PVC) PVC Schedule 40 Cellular Core (Foam Core) Pipe and DWV Fitting System: Pipe and fittings shall be manufactured from PVC compound with a cell class of 11432 per ASTM D 4396 for pipe and 12454 per ASTM D 1784 for fittings and conform with National Sanitation Foundation (NSF) standard 14. Pipe shall be iron pipe size (IPS) conforming to ASTM F 891. Fittings shall conform to ASTM D 2665. All pipe and fittings to be produced by a single manufacturer and to be installed in accordance with manufacturer's recommendations and local code requirements. Testing with compressed air or gas may result in injury or death. Solvent cements shall conform to ASTM D 2564. Primer shall conform to ASTM F 656. The system to be manufactured by Charlotte Pipe and Foundry Co. and is intended for non -pressure drainage applications where the temperature will not exceed 140'F. CODES AND STANDARDS A. The Codes and Standards listed below apply to all Work. Where Codes or Standards are mentioned in these Specifications, follow t B. The current adopted editions of the following State or local Codes apply: 2015 INTERNATIONAL BUILDING CODE 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL PLUMBING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2017 NFPA 70, NATIONAL ELECTRICAL CODE, OF THE NATIONAL FIRE PROTECTION ASSOCIATION INC. 2015 INTERNATIONAL RESIDENTIAL CODE OF THE INTERNATIONAL CODE COUNCIL, INC. 1. 2012 International Building Code C. All materials furnished and all work installed shall comply with the rules and recommendations of the NFPA, the requirements of the local jurisdiction. GENERAL REQUIREMENTS A. It is the intent of these specifications to provide a complete PLUMBING installation for finished work, tested and ready for operation. The work throughout shall be executed in accordance with industry standards and codes listed above. B. All materials required for this work shall be NEW unused, best of its respective kinds, and free from defects, and of first class quality. basis of quality shall be latest standards of ASTM, ANSI federal specifications, or other acceptable standards. C. The contractor shall be responsible for his work until its completion and final acceptance, and shall replace any of the some which may be damaged, lost or stolen (IF NOT PROPERLY SECURED OR IN PLACE) without additional cost to the owner. D. Verify inverts, elevations and dimensions in field GENERAL ITEMS A. Sleeves. provide #22 gage galvanized iron pipe sleeves for piping through walls and floor. pack with non -asbestos rope and fill with expando non -shrinking cement. B. Escutcheons. Provide on exposed piping, both bare and covered with cp cast brass escutcheons where passing through floors, ceilings, walls or partitions,. C. Hangers and supports. support horizontal drainage piping at least every 5 feet or at every hub. copper tubing every 7 feet and steel pipe every 10 feet with "clevis" hangers and insulation protection shields. piping shall not be supported from bridging or other piping. D.Testing Test piping and prove tight for at least two hours in accordance with requirements of authorities having jurisdiction and/or as specified. Test shall be performed in the presence of owners representative and local inspector. Test shall be repeated if necessary until final approval of system is obtained. E. Sterilization of domestic water system. Before being placed in service all water lines shall be chlorinated to the satisfaction of the architect or landlords representative in accordance with a.w.w.a. specifications c601-55t. PIPE VALVES AND FITTINGS A. Piping materials shall be as scheduled on the drawings. B. PVC Pipe and fittings shall be manufactured from PVC compound with a cell class of 11432 per ASTM D-4396 for pipe and 12454 per ASTM D-1784 for fittings and conform with National Sanitation Foundation (NSF) standard 14. Pipe shall be iron pipe size (IPS) conforming to ASTM F-891. Fittings shall conform to ASTM D-2665. All pipe and fittings to be produced by a single manufacturer and to be installed in accordance with manufacturer's recommendations and local code requirements. Solvent cements shall conform to ASTM D-2564, primer shall conform to ASTM F-656. The system to be manufactured by Charlotte Pipe and Foundry Co.or equal, and is intended for non -pressure drainage applications where the temperature will not exceed 1407. A. COPPER TUBE AND FITTINGS THIS SECTION CONTAINS MINIMUM RECOMMENDATIONS FOR THE MATERIALS, JOINING METHODS AND INSTALLATION REQUIREMENTS FOR SPECIFIC PIPING SYSTEM APPLICATIONS AND INDICATES WHICH OF THE OPTIONS IN ARTICLE 3.3 ARE ACCEPTABLE FOR EACH SYSTEM. WATER DISTRIBUTION PIPING SYSTEMS (BELOW GROUND A. Tube: ASTM B 88 Type L, annealed temper or Type M, hard temper B. Fittings: ASME 816.18, ASME B16.22, ASME B16.26, ASME B16.50 C. Joints: Soldered, Brazed or Flared. ASTM B 32 Alloy Sn50 shall not be used. Brazed or Flared joints are recommended. � STORM PIPING SYSTEMS ABOVE GRADE (PVC) Schedule 40 Cellular Core (Foam Core) Pipe and DWV Fitting stem• WATER DISTRIBUTION PIPING SYSTEMS (ABOVE GROUND 0-)PVC d- ,_S Pipe and fittings shall be manufactured from PVC compound with a cell class of 11432 per ASTM D 4396 for pipe and A. Tube: ASTM B 88 Type M, hard temper u7 In 12454 per ASTM D 1784 for fittings and conform with National Sanitation Foundation (NSF) standard 14. Pipe shall be B. Fittings: Viega pro press fittings rr) iron pipe size (IPS) conforming to ASTM F 891. Fittings shall conform to ASTM D 2665. C. Joints: o-ring hydraulically pressed, All pipe and fittings to be produced by a single manufacturer and to be installed in accordance with manufacturer's D. o recommendations and local code requirements. Testing with compressed air or y injury q 9 P gas may result in in'ur or death. Solvent WATER DISTRIBUTION PIPING SYSTEMS ABOVE GROUND Pro Press cements shall conform to ASTM D 2564. Primer shall conform to ASTM F 656. The system to be manufactured by A. Tube: ASTM B 88 Type M, hard( temper yP P � Charlotte Pipe and Foundry Co. and is intended for non -pressure drainage applications where the temperature will not B. Fittings ASME B16.18, ASME 816.22, ASME B16.26, ASME B16.50 0') exceed 140'F. C. Joints: Soldered, Brazed or Flared. ASTM B 32 Alloy Sn50 shall not be used. rn STORM PIPING SYSTEMS BEOW GRADE (PVC SDR 35) WATER DISTRIBUTION PIPING SYSTEMS (ABOVE GROUND CPVC) PVC SDR 35 Sanitary Gravity Sewer Pipe This specification covers PVC Standard Dimension Ratio (SDR) 35 pipe for gravity sewer and surface water applications A. Pipe and fittings are manufactured from virgin rigid CPVC (chlorinated polyvinyl chloride) vinyl compounds with a 0') with a pipe stiffness of 46. This product is intended for gravity applications where the operating temperature will not cell class of 24448 as identified in ASTM D 1784. r) E exceed 140 degrees F. Materials B. FlowGuard Gold CTS CPVC pipe and fittings shall conform to ASTM D 2846. Pipe and fittings shall be � Pipe shall be manufactured from virgin rigid PVC (polyvinyl chloride) vinyl compounds with a cell class of 12364 as manufactured to the nominal dimension cited in the applicable ASTM standard, and be the product of one identified in ASTM D 1784. The requirements of this specification are intended to provide pipe suitable for manufacturer. Fittings shall be injection -molded. All pipe and fittings shall confirm to National Sanitary Foundation non -pressure drainage and surface water. (NSF) Standard 14 and 61. The pipe shall be manufactured in accordance ASTM D-3034, and shall have a standard dimension ratio of 35 (SDR n nominal 35). The nominal laying lengths of pipe sections shall be thirteen 13 feet unless shorter or longer lengths are la i p P ( ) g g C. Referenced Standards ia required for g conditions. ASTM Standards are developed by using a consensus process and they are updated as necessary or reapproved Q PVC SDR 35 pipe shall conform to ASTM D 3034 for gasket pipe with a minimum pipe stiffness of 46. Gaskets shall every five years. The following are the ASTM standards pertinent to CPVC pipe and fittings. 0 conform to ASTM F 477. D. D 2846 CPVC Plastic Hot and Cold Water Distribution System 0 E. VALVES F 493 Solvent Cements for CPVC Pipe and Fittings 1. Ball valves for copper tubing shall be Nibco or equal S580 400 lb up to 2", 3" shall be Nibco or equaIS580-70. 2. Butterfly valves 4" and larger shall be equal to Nibco LD2000, lug type ductile iron with SS shaft and aluminum E. ASTM Dimensions and Tolerances LO a) bronze disc. 3. Check valves shall be equal to Nibco S413 bronze. FlowGuard Gold CTS CPVC pipe and fittings are used in potable water systems and are manufactured to the 4. Drain valves shall be Nibco #74 with hose end cap, dimensions and specifications shown in ASTM D 2846. This pipe p product is tan in color, and the I e has the same outside diameter as copper tubing. Pipe up through nominal size 2" size is manufactured to a standard dimension n ratio (SDR) of 11. The standard dimension ratio represents the ratio of the pipe O.D. to the pipe wall thickness. All / FIRE -STOPS AND SEALS of the SDR 11 CPVC sizes have the some pressure rating. A. Refer to Division 7 Specification for additional and more specific information. E B. Fire -stopping systems shall be submitted as shop drawing. C. Penetrations through fire -rated walls, ceiling or floors shall be sealed with a UL approved fire -stop fitting classified for an hourly rating equivalent to the fire rating of the wall, ceiling or floor. - /� D. Thruwall and floor seals shall be used to provide a positive means of sealing pipes or ducts which pass through the concrete foundation L ELECTRICAL CONNECTIONS U) I A. Unless otherwise speclfled, all wiring shall be furnished and Installed per Division 16 Specifications. C_ 0 B. All motor controllers not factory mounted on mechanical equipment shall be furnished, mounted, and installed by U the Division 16 contractor, and shall be coordinated with this contractor. Provide properly sized overload heaters and all required accessories with all motor controllers. See Division 16 Motor Controllers for motor controller U) requirements. D I C. All power wiring shall be furnished and installed per Division 16 complete from power source to motor or _ equipment junction box including power wiring through the motor controller and proper means of disconnect per NEC 0 and Division 16. The Division 16 Contractor shall provide all disconnects, unless noted otherwise. GUARANTEES A. The Contractor shall guarantee all equipment, material and workmanship under these Specifications and the Contract for a period one (1) year from the date of final acceptance by Owner, unless otherwise noted. Q B. All refrigeration compressors shall have five (5) year guarantee from the date of final acceptance by the Owner co unless otherwise C. During this guarantee period, all defects developing through faulty equipment, materials or workmanship shall be .Q) corrected or replaced immediately by the Contractor without expense to the Owner. Such repairs or replacements o shall be made to the Engineer's satisfaction. PLUMBING SYMBOL LIST SYMBOL DESCRIPTION -2 DCW- COLD WATER PIPE -2 DHW HOT WATER PIPE -2 SAN- SANITARY PIPE - DASHED IS BELOW FLOOR -2 V- - -• VENT PIPE -6 STM- STORM PIPE -2 GAS- GAS PIPE - - DIRECTION OF FLOW --F;q- GATE VALVE `� AINULE V AL V E -91- GLOBE VALVE -; CHECK VALVE --� BALL VALVE �' GAS COCK TP TRAP PRIMER ELBOW �T- PIPE ELBOW DOWN G-f-- PIPE ELBOW UP TEE -I®�- TEE DOWN --FOB_ TEE UP c0} , CLEANOUT i cO/- FLOOR CLEANOUT �- CAP Eno-_ FLOOR DRAIN WHI{-- WALL HYDRANT -$t- UNI❑N III HOSE BIBB ® TYPICAL FIXTURE SYMBOL >(-G _ GAS C❑NNECTION CW COLD WATER HW HOT WATER G GAS CI CAST IRON P❑INT OF CONNECTI❑N PIPE SCHEDULE �Y�T� VI PIPE SIZE IVIAT ERIALS JOINT REMARK BELOW GRADE SANITARY ALL PVC DWV SOLVENT WELD ABOVE GRADE WASTE & VENT ALL PVC DWV SOLVENT WELD ABOVE GRADE DOMESTIC WATER ALL L COPPER TUBING SOLDER WROTT COPPER FITTINGS ABOVE GRADE DOMESTIC WATER Y"& SMALLER PEX TUBING PEX EXPANDED FITTINGS BELOW GRADE DOMESTIC WATER ALL L COPPER SOFT TUBING NONE ABOVE GRADE NATURAL GAS 2" & SMALLER STEEL PIPE WITH BLACK MALLEABLE FITTINGS THREADED ABOVE GRADE NATURAL GAS 2-1/2" & LARGER STEEL-FPLWELD FITTINGS PIPE INSULATION SCHEDULE SYSTEM PIPE SIZE MATERIALS REMARK DOMESTIC COLD WATER ALL Y2 " FIBERGLASS WITH ASJ JACKET PVC ZESTON COVERS ON FITTINGS DOMESTIC HOT WATER ALL Y2 " FIBERGLASS WITH ASJ JACKET PVC ZESTON COVERS ON FITTINGS RECIRCULATED DOMESTIC HOT WATER ALL 1 " FIBERGLASS WITH ASJ JACKET PVC ZESTON COVERS ON FITTINGS DRAINS, CLEANOUTS AND FIXTURE SUPPORTS & SPECIALTIES TAG BASIS OF DESIGN DESCRIPTION MODEL # SIZE NOTE FD-1 J.R. SMITH 3" FLOOR DRAIN 2005Y-A05PB 3" W/ 6" PB STRAINER & RING SURE SEAL TRAP GAURD FD-2 J.R. SMITH 2" FLOOR DRAIN 2005Y-A05PB 2" W/ 6" PB STRAINER & RING SURE SEAL TRAP GAURD FCO JONES STEPHENS FLOOR CLEANOUT C59-005 4" 6" PB TOP WITH RING BP-1 WATTS BACKFLOW PREVENTOR LF-909-QTS 1-1/2" VITH AIR GAP BP-2 WATTS BACKFLOW PREVENTOR LF-909-QTS 2" ITH AIR GAP TP-1 WATTS TRAP PRIMER LFTP300 1/2" NFHB-1 WOODFORD NON FREEZE HOSE BIBB 65 3/4" <EYED SHUT OFF WHA SIOUX CHIEF WATER HAMMER B 3/4" T EACH FLUSH VALVE SIZE AS ARRESTOR REQUIRED TMV HONEYWELL / SPARCO MIXING VALVE AM-101C 4,T EACH WATER HEATER PRV WATTS PRESSURE REGULATING LF-223 2" SET FOR 65 PSI VALVE PLUMBING FIXTURE & PIPE CONNECTION SCHEDULE TAG DESCRIPTION BASIS OF DESIGN CONNECTION SIZE Notes CW HW WASTE VENT MANUFACTURER CATALOG NUMBER INCHES INCHES INCHES INCHES WC-1 WC-2 ADA WALL MOUNTED 1-1/2" TOP SPUD WATER CLOSET IWALL MOUNTED 1-1/2" TOP SPUD WATER CLOSET KOHLER KOHLER K-4325 K-4325 1" ill 0" 0" 3" 3" 2" 2" SLOAN 111 ESS ELECTRONIC 1.28 GPF FLUSH VALVE SLOAN 1 1 1 ESS ELECTRONIC 1.28 GPF FLUSH VALVE U-1 ADA WALL HUNG URINAL KOHLER K-5016-ET-0 3/4" 0" 1 2" 1 1 2" 186 SFSM-0.5-HW LAV-1 UNDERMOUNT CAXTON 19X16 LAV KOHLER K2210 1 2" 1 2" 1 1 2" 1 1 2" ETF880 SLOAN ELECTRONIC FAUCET S-1 33X22 UNDER MOUNT SINGLE BOWL STAILESS STEEL COUNTER MOUNTED SINK 6-7/16" DEEP 22 GAUGE SINK ELKAY ECTSRS33229T 1 /2" 1 /2" 1 1 /2" 1 1 /2" MOEN 8710, 2 - HOLE, KITCHEN FAUCET, SINGLE LEVER, INSIKERATOR BADGER 5 GARBAGE DISPOSER PEX SUPPLIES AND STOP VALVES MB-1 DF-1 24X24 MOP BASIN DRINKING FOUNTAIN HIGH LOW ADA FIAT ELKAY MSB2424 EZSTL8SC 1 2" 1 2" 1 2" 0" 2" 1 1 2" 1 1 2" 1 1 2" T&S B665 FAUCET W PAIL HOOK STRAINER, ALL ACCESSORIES, SS WALL GUARDS SEE MFG. ROUGH IN SHEETS EHWH-1 ELECTRIC 10 GALLON WATER HEATER A.O. SMITH DEN 10 1 2" 1 2" 1 0" 0" 16 KW 277 VOLT 1 PHASE n NOTE: FURNISH 1 24 VOLT TRANSFORMER PER 3 WATER CLOSETS, 2 URINALS AND 2 LAWS. 0 Q / Cn C a) D 0 0 / X 0 n X 0 m m / 0 PLUMBING PUMP SCHEDULE TAG DESCRIPTION FLOW RATE HEAD MOTOR ELECTRICAL DATA BASIS OF DESIGN NOTES TOTAL DEVELOPED NO FLOW LOAD MCA AMPS MOCP AMPS 1 VOLTAGE lign/1 GPM FEET FEET HP MANUFACTURER MODEL OR SERIES P-1 HOT WATER SMART RE-CIRC. PUMP 11.5 10 10 0 1.6 15 60 TACO I 006-IQBC7-11FC 1 2" WITH FLOW CHECK AND CONTROLLER 0 2' 4' 8' SCALE 1 /4" = 1 '-0" 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com � 1 M BiV Q z � "QUALITY PLUMBING SINCE 1944" ` OV • ✓� The Eugene Steinberg Co. 35 Barber Pond Rd. Bloomfield, CT 06002 Phone: 860-242-2050 E-Mail brobbin@tescomech.com www.tescomech.com 11NI IbbUtU. 05.28.21 - FOR PERMIT REVISIONS: UJ O O O � O � U_ WLLJ U 0a Z Z O ZZ U WO Cl) Q� Lu U) W co) 1 LIJ F- _Z U) Waft O z W = F- aftJ Q O V LO D N O SHEET NAME LOCKER RM PLUMBING PLAN SHEET NUMBER D:\TABBox\TABbox\My Documents\Autodesk\My Projects\Aldi Warehouse\Constructs\Plumbing\Phase 5\Tesco Aldi Phase 5 Plmbg.dwg, 9/9/2021 3:55:48 PM, AutoCAD PDF (General Documentation).P c3 V"ANDED PATIO I- 46x2O" EX. SA 62x32" EX. RA EX, CSD 10,10 320 CFM 11 10" EX. SA --�---- < w CSD /FM - - I, N 62x32" EX. RA EXISTING CORRI 3Ox30" EX. SA V) w d- N x 0 EX. CSD 10"0 320 CFM 10" EX. SA 1W V) I /I w 1- N I x EX, CSD-v - - ---- 10,10 320 CFM N X Y zn.-nA» ry JUXL't LA. I EX, CSD 10"0 vai 320 CFM x W ,I I N 34x 14" EX. N . ._ cV I �- EXISTING VAV-29 TO REMAIN X w III I I I i I n" ry —. I --- EX. CSD 1 n,,o 320 CFM 10x 10" EX. S V -------- w--------- w---------- I �I! 0I o I o SD-2 SD-26 8"0 8"0 175 C M j 175 CFM i O 1 O EX STING } EXISTING EN' -- — - I _ --= OMEN'S W 00 x 0 M — X. C X�C-ER OX10 10X1q 2�S C 22 FM i 14x6" EX EXH 14x8" EX. REMOVE & RELOCATE EXISTING RETURN AIR GRILLES TO NEW GRID (TYP. OF 3) EX, ,C0sD i I cUU I f REMOVE AND EXISTING BOILER 320 CFM X pDO RELOCATE EXISTING ROOM w DIFFUSERS TO NEW Q I RID (TYP. OF 12) - (n x 6" E H RELOCATE LjJ ! EXISTING FAN TO ! AIC1Al /-OIr\ Ivury GRID. 0; Io, j EX. CSD - - --------- __ 101/0 320 CFM I I EX, CSD 10"0 320 CFM 12x 18" XI SA RELOCATE AHU-2 ��� HUMIDISTAT, CO2 SENSOR & ' % VAV-29 T'STAT -01 j CRG 8„0 I EX. CSD r 85 CFM 10„ -r CSD 6„0 20 M 85 CFM I CRG Q L i I ; r _ 1 125 CAM I RD PARTV I le =— � ' 1 FICE 1 �,� Q - NEW VAV-35 w-------+-f--------------- ---+ ----- , CSD 00 o 125 "CFM SA 8" SA -M 12" S 6" I I I wl I i 101 I I 1XI EXISTING VAV-30 I j �''� --� C,J-�» _• I 10 T ..�1 i 1 ! I ►xxI _�_ t tw _ EX. CSD La- CSD ``` 2 I - - CRG T�'r ----2 0, CFM 1 i 8110 o r 1 00 1�1 0 _ 150 CFM 16x14" EX. SA �1 8x12" ISA DEM; - - 6`0 1 C R 1000S r I10 10 I CSD CSD R _ _ 200 CFM R - 8"0 81/0 125 CFM '!T 125 CFM DEMO BRANCH AND Y + I �� �� s j 6ER0 F� V GRILLE CAP MAIN ;y ems; 1 �4 1; 100 CFM 1 (TYP. OF 4) ' 10x8" EX. EXH 12x10" EX. EX 1202 EX. EXH 14x14" EX. EXH i I I I I I I !REBALANCE EXISTING FAN TO 300 CFM - ------ UP I I I I I I I I I I -- I I I I I I 1 MiR, pn=T IF i ROTATE //IPPORT REFER TO 1 MEMOCSD 81/0 ► 11 CFM NEW lal.ARM mail mill-, 1 --- 05h, ml� W. ONE jL LWS 0' VEMMWE ABOVE REFER TO ■ r_ bp FITE - �1 ■ �I Il) _ • • i •CSD ", 1 1' fir: : -1 r-- 6" •NEW UP TO EXIST. • • n ® - , EXISTING EF-15 AND REPLACE WITH NEW. :" REMOVETil FURNISH AND INSTALL:CURB ADAPTOR ., ■�. __,�aw�w.�wr.�ww�wr'.n...�.r�+�.�w.�.l�►- w�e.�.._��rrw�ls��wwc-: _ �-,...�r.-�..e�l�l�w.,.'.a.'��,+ _,.�' _OGKER ROOM 411 = II — oil 3� N s 0 2' 4' 8' lilkr�k A,MXING 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkl nggroup.com v MS6MINZ "QUALITY PLUMBING SINCE 1944" 00 ^ V • The Eugene Steinberg Co. 35 Barber Pond Rd. Bloomfield, CT 06002 Phone: 860-242-2050 E-Mail brobbin@tescomech.com www.tescomech.com IiiN/ ISSUED: 05.28.21 —FOR PERMIT REVISIONS: n REV. - 1, 9-9-21 11111111110) 0 � o � W U LLI z 0 c) ry- w0 Cf) Cr LLJ ry cl) 1 LU I— Z vi 3: W = %NJ Q V Lo0 N w SHEET NAME THIRD PARTY LOCKER RN HVAC PLAN SHEET NUMBER TH I izD PARTY OFF I GAS D:\TABBox\TABbox\My Documents\Autodesk\My Projects\Aldi Warehouse\Constructs\HVAC\ALDI PH 5 hvac\ALDI PH 5 HVAC.dwg, 9/9/2021 3:55:58 PM, AutoCAD PDF (General Documentation).pc3 SCALE 1/4" = 1'-0" 0 i I I IL----------------I-------------4-------------------- CMU & PATCH - FILL IN CURB TO MATCH EXISTING ---------------------- AoMo-KING ---------------------------------------� I I , I ' I 1 1 , I I , I I , I I � I 1 � I i i I I , I 1 , I I , 1 I , I I , I I , I I � 1 I � I � I ' 1 I I , pq I I , 1 1 , I I , I I , , 1 , , I i 1 ' I I ' 1 I I , , I I I I ' I I ' I � I I NEW LOCATION OF CONTROL PANEL I I I I I I I I I I 1 I I I I I � I � i EXISTING EF-I NOTE: NO WORK TO BE PERFORMED IN HATCHED AREA. EXISTING CONDITIONS TO REMAIN EXISTING DRY WAREHOUSE 180 n rn 0 Ln r�i N 0 CV C7') EXISTING HVL5-I I I I I 1 I I 1 1 I I I I 1 I I 1 I I 1 I I I I I I Ln = I i EXI5TING VL5; 3 n I I Q I I I I U I I I I C_ I 1 t!. n Q U I o I i EXI5TING 5F-I n I i � p aOENOU, III I ----------------------------------------- �I I � v EXISTING I HVL5-4 ' X L LJ Ljrq I I m I X 1 I O m m Q I 0 D:\TAl3l3ox\TAl3box\My Documents\Autodesk\M Projects\Aldi Warehouse\Constructs\HVAC\ALDI PH 5 hvac\ALDI PH 5 HVAC.dwg, 9/9/2021 3:56:06 PM, AutoCAD PDF (General Documentation).pc3 \ Y Y STI TO I I I I I I , i I I I I I I I I L—_ REVISE RACKING TO ALLOW FOR MAN DOOR EXISTING EXISTING HVL5-5 2 Nc rv' CUoo I � _ MATCH EXISTING IN NEW 34T COOLER 181 tG UUULI- NEW CURB TO MATCH EXISTING REVISF RACKING — TO AL OW FOR MAN & NEW CASED OPENING 12'-0" VIGH O OPE NG Wi- GOALIPOSTS EITHEIR SIDE 12'-0" HIGH CASED OPENING WITH GOAL POSTS ON EITHER SIDE 12'-0" HIGH CASED OPENING WITH GOAL POSTS ON EITHER SIDE 24110" 0 o� M 0 bo C7 1610 East Morehead Suite 200 Charlotte, NC 28207 704 365 3160 telephone 704 365 3101 facsimile www.amkinggroup.com e � V ID 7 z � LIiY PLUMBING\SIIQUSAINCE 1944" ` �O bllt4� The Eugene Steinberg Co. 35 Barber Pond Rd. Bloomfield, CT 06002 Phone: 860-242-2050 E-Mail brobbin@tescomech.com www.tescomech.com ISSUED: 05.28.21 - FOR PERMIT REVISIONS: cc UJI O O O 4 Z �— ZW -` U z Z U Z U Q OW 0C/)y � C/) W Z_ U) _' W = Q O V L U N Cn SHEET NAME DOCK HVAC "yF PLAN rn SHEET NUMBER 0 5'-4" 10'-8" 21'-4" H102 SCALE 3/32" = 1'-0" n cfl Ln rri N O N T VJ r J Q U O i n A U) O 7D O Q co N E D U O 0 D:\TABBox\TABbox\My Documents\Autodesk\My Projects\Aldi Warehouse\Constructs\HVAC\ALDI PH 5 hvac\ALDI PH 5 HVAC.dwg, 9/9/2021 3:56:11 PM, AutoCAD PDF (General Documentation).pc3