S0-00 DRAWING INDEX. Cornerstone RH Medical Building SPE, LLC CORNERSTONE MEDICAL BUILDING NOT FOR CONSTRUCTION COVER SHEET. GMP Set

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1 DRWING INDEX COVER SHEET lpharetta, G 000 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 CORNERSTONE MEDICL UILDING //0 :8: PM KWC DRWN 0/0/ S0-00 GMP Set Description DTE 0 No. Revision Schedule Date PROJECT NME CLIENT NME Cornerstone RH Medical uilding SPE, LLC PROJECT No..00 Sheet Name COVER SHEET STRUCTURL NOTES STRUCTURL NOTES STRUCTURL NOTES LEVEL P- FOUNDTION PLN LEVEL P- FOUNDTION ND FRMING PLN LEVEL P- FRMING PLN LEVEL FRMING PLN LEVEL FRMING PLN LEVEL FRMING PLN LEVEL FRMING PLN LEVEL FRMING PLN LEVEL FRMING PLN LEVEL FRMING PLN ROOF FRMING PLN HIGH ROOF FRMING PLN FOUNDTION S ND DETILS FOUNDTION S ND DETILS FOUNDTION S ND DETILS FOUNDTION S ND DETILS FOUNDTION S ND DETILS FOUNDTION S ND DETILS FOUNDTION S ND DETILS FOUNDTION S ND DETILS TYPICL FRMING S ND DETILS TYPICL FRMING S ND DETILS FRMING S ND DETILS FRMING S ND DETILS FRMING S ND DETILS FRMING S ND DETILS FRMING S ND DETILS FRMING S ND DETILS PLZ FRMING S ND DETILS FRMING S ND DETILS MSONRY S ND DETILS MSONRY S ND DETILS CONCRETE EM DETILS CONCRETE EM DETILS CONCRETE EM SCHEDULES CONCRETE EM SCHEDULES CONCRETE EM SCHEDULES CONCRETE EM SCHEDULES P.T. EM S ND DETILS P.T. EM S ND DETILS P.T. EM SCHEDULES P.T. EM SCHEDULES P.T. EM SCHEDULES COLUMN DETILS COLUMN ELEVTIONS COLUMN ELEVTIONS COLUMN ELEVTIONS CONCRETE COLUMN SCHEDULE COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. //0 :8: PM DRWING FILE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt Sheet Number S0-00 S0-0 S0-0 S0-0 S-0 S-0 S-0 S-0 S-0 S-0 S-0 S-08 S-09 S-0 S- S- S-0 S-0 S-0 S-0 S-0 S- S- S- S-0 S-0 S-0 S-0 S-0 S- S- S- S-0 S-0 S-0 S-0 S-0 S-0 S-0 S-0 S-0 S-0 S-0 S-0 S-0 S8-0 S8-0 S8-0 S8-0 S8-0 Grand total:

2 . GENERL NO PROVISION OF NY REFERENCED STNDRD SPECIFICTION, MNUL OR CODE (WHETHER OR NOT SPECIFICLLY INCORPORTED Y REFERENCE IN THE CONTRCT DOCUMENTS) SHLL E EFFECTIVE TO CHNGE THE DUTIES ND RESPONSIILITIES OF OWNER, CONTRCTOR, ENGINEER, SUPPLIER, OR NY OF THEIR CONSULTNTS, GENTS, OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRCT DOCUMENTS. NOR SHLL IT E EFFECTIVE TO SSIGN TO THE STRUCTURL ENGINEER OF RECORD OR NY OF THE STRUCTURL ENGINEER OF RECORD'S CONSULTNTS, GENTS, OR EMPLOYEES NY DUTY OR UTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMNCE OF THE WORK OR NY DUTY OR UTHORITY TO UNDERTKE RESPONSIILITIES CONTRRY TO THE PROVISIONS OF THE CONTRCT DOCUMENTS.. CONTRCT DOCUMENTS INCLUDE, UT RE NOT LIMITED TO, THE STRUCTURL DOCUMENTS (DRWINGS ND SPECIFICTIONS), UT DO NOT INCLUDE SHOP DRWINGS, VENDOR DRWINGS, OR MTERIL PREPRED ND SUMITTED Y THE CONTRCTOR.. REFERENCE TO STNDRD SPECIFICTIONS OF NY TECHNICL SOCIETY, ORGNIZTION, OR SSOCITION OR TO CODES OF LOCL OR STTE UTHORITIES, SHLL MEN THE LTEST STNDRD, CODE, SPECIFICTION OR TENTTIVE SPECIFICTION DOPTED T THE DTE OF TKING IDS, UNLESS SPECIFICLLY STTED OTHERWISE.. CONTRCT DOCUMENTS SHLL GOVERN IN THE EVENT OF CONFLICT WITH THE CODE OF PRCTICE OR SPECIFICTIONS OF CI, PCI, ISC, SJI OR OTHER STNDRDS. WHERE CONFLICT OCCURS WITHIN THE CONTRCT DOCUMENTS, THE STRICTEST REQUIREMENT SHLL GOVERN.. MTERIL, WORKMNSHIP, ND DESIGN SHLL CONFORM TO THE REFERENCED UILDING CODE.. CONTRCTOR SHLL COORDINTE THE STRUCTURL DOCUMENTS WITH THE RCHITECTURL, MECHNICL, ELECTRICL, PLUMING ND CIVIL DOCUMENTS. RCHITECT/STRUCTURL ENGINEER SHLL E NOTIFIED OF NY DISCREPNCY OR OMISSION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURL DRWINGS SEE THE RCHITECTURL DRWINGS.. CONTRCTOR SHLL OTIN ND COORDINTE EDGE OF SL DIMENSIONS, OPENING LOCTIONS ND DIMENSIONS, DEPRESSED SL LOCTIONS ND EXTENTS, SL SLOPES, CUR LOCTIONS, ND CMU WLL LOCTIONS. RCHITECT/STRUCTURL ENGINEER SHLL E NOTIFIED OF NY DISCREPNCY OR OMISSION. 8. CONTRCTOR SHLL VERIFY EXISTING DIMENSIONS, ELEVTIONS, ND SITE CONDITIONS EFORE STRTING WORK. RCHITECT/STRUCTURL ENGINEER SHLL E NOTIFIED OF NY DISCREPNCY. 9. CONTRCTOR SHLL VERIFY THT MISCELLNEOUS FRMING SHOWN ON THE STRUCTURL DRWINGS FOR MECHNICL EQUIPMENT, OWNER-FURNISHED ITEMS, PRTITIONS, ETC. IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS. CONTRCTOR SHLL VERIFY EQUIPMENT WEIGHTS, REQUIRED OPENING SIZES ND LOCTIONS IDENTIFIED ON THE STRUCTURL DRWINGS RE IN GREEMENT WITH FINL RCHITECTURL ND MECHNICL SHOP DRWINGS ND SUMITTLS. 0. CONTRCTOR HS SOLE RESPONSIILITY FOR MENS, METHODS, SFETY, TECHNIQUES, SEQUENCES, ND PROCEDURES OF CONSTRUCTION. CONTRCTOR HS SOLE RESPONSIILITY TO COMPLY WITH LL OSH REGULTIONS.. THE STRUCTURE IS STLE ONLY IN ITS COMPLETED FORM. TEMPORRY SUPPORTS REQUIRED FOR STILITY DURING LL INTERMEDITE STGES OF CONSTRUCTION SHLL E DESIGNED, FURNISHED, ND INSTLLED Y THE CONTRCTOR. CONTRCTOR IS RESPONSILE FOR CONSTRUCTILITY NLYSIS, ND ERECTION PROCEDURES, INCLUDING DESIGN ND ERECTION OF FLSEWORK, TEMPORRY RCING, ETC.. REPRODUCTION OF STRUCTURL DRWINGS FOR SHOP DRWINGS IS NOT PERMITTED.. SUMIT SHOP DRWINGS WHICH DEQUTELY DEPICT THE STRUCTURL ELEMENTS ND CONNECTIONS SHOWN IN THE CONTRCT DOCUMENTS. REVIEW OF SHOP DRWINGS SHLL E FOR CONFORMNCE WITH THE CONTRCT DOCUMENTS REGRDING RRNGEMENT ND SIZES OF MEMERS ND THE CONTRCTOR'S INTERPRETTION OF THE DESIGN LODS ND CONTRCT DOCUMENT DETILS. REVIEW OF SUMITTLS OR SHOP DRWINGS Y THE RCHITECT/STRUCTURL ENGINEER DOES NOT RELIEVE THE CONTRCTOR OF THE SOLE RESPONSIILITY TO REVIEW ND CHECK LL SUMITTLS ND SHOP DRWINGS EFORE SUMITTING TO THE STRUCTURL ENGINEER. REVIEW OF SUMITTLS OR SHOP DRWINGS Y THE RCHITECT/STRUCTURL ENGINEER DOES NOT RELIEVE THE CONTRCTOR OF FULL RESPONSIILITY FOR COMPLINCE WITH THE CONTRCT DOCUMENTS. CONTRCTOR REMINS SOLELY RESPONSILE FOR ERRORS ND OMISSIONS SSOCITED WITH THE PREPRTION OF SHOP DRWINGS S THEY PERTIN TO MEMER SIZES, DETILS, ND DIMENSIONS SPECIFIED IN THE CONTRCT DOCUMENTS.. WHERE OR DETIL IS SHOWN OR DETILED FOR ONE CONDITION, IT SHLL PPLY TO LL SIMILR ND LIKE CONDITIONS. DETILS LELED "TYPICL" OR "TYP" ON THE STRUCTURL DRWINGS PPLY TO LL SITUTIONS OCCURRING ON THE PROJECT THT RE THE SME OR SIMILR. THE CONTRCTOR SHLL CONSIDER LL OF THE CONTRCT DOCUMENTS IN DETERMINING SIMILR ND LIKE CONDITIONS.. STRUCTURL ENGINEER OF RECORD IS NOT RESPONSILE FOR THE DESIGN OF STEEL STIRS, HNDRILS, CURTIN WLL/WINDOW WLL SYSTEMS, COLD-FORMED METL FRMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURL DOCUMENTS. STRUCTURL ENGINEER OF RECORD IS NOT RESPONSILE FOR THE CONNECTION OF THESE SYSTEMS TO THE STRUCTURE. SUCH SYSTEMS SHLL E DESIGNED Y N ENGINEER LICENSED IN THE PROJECT STTE ND SHLL E FURNISHED ND INSTLLED Y OTHERS S REQUIRED Y OTHER PORTIONS OF THE CONTRCT DOCUMENTS.. USE ONLY DIMENSIONS INDICTED ON THE CONTRCT DOCUMENTS. DO NOT SCLE DRWINGS OR MESURE OJECTS IN ELECTRONIC FILES. NOTIFY STRUCTURL ENGINEER ND RCHITECT OF NY DISCREPNCIES.. THE OWNER SHLL ESTLISH PERIODIC MINTENNCE PROGRM TO PROTECT THE STRUCTURE FROM DETERIORTION. THE MINTENNCE PROGRM IS THE RESPONSIILITY OF THE OWNER ND SHOULD INCLUDE, UT IS NOT LIMITED TO, THE FOLLOWING: PINTING OF EXPOSED STEEL THT IS NOT GLVNIZED. INSPECTION ND MINTENNCE OF PROTECTIVE COTINGS, SELNTS, CULKED JOINTS, EXPNSION JOINTS, ND CONTROL JOINTS. REPIR OF SPLLS ND CRCKS IN CONCRETE ELEMENTS. REPIR ND RESTORTION OF CORRODED ELEMENTS. CLENOUT OF DRINS INCLUDING LL ROOF ND TRENCH DRINS ND SCUPPERS. CLENING OF STRUCTURL ELEMENTS EXPOSED TO HRSH CHEMICLS INCLUDING DE-ICING CHEMICLS. REPLCEMENT OF WORN ERING PDS 8. IN THE EVENT THT CD FILES OR IM FILES RE PROVIDED TO THE CONTRCTOR, NO WRRNTIES, EXPRESSED OR IMPLIED, RE MDE WITH RESPECT TO THIS FORM OF THE STRUCTURL DRWINGS, INCLUDING NY IMPLIED WRRNTIES OF MERCHNTILITY OR FITNESS FOR PRTICULR PURPOSE. IT IS UNDERSTOOD THT THE USER MKES USE OF THIS FORM OF THE STRUCTURL DRWINGS T THE USERS SOLE RISK ND THT THE CD OR IM FILES RE PROVIDED "S IS" WITHOUT WRRNTIES OF NY KIND. THE STRUCTURL ENGINEER HS NO OLIGTION TO OR THROUGH THE USER FOR USE OF THIS FORM OF THE DRWINGS, INCLUDING NY OLIGTION OR LIILITY FOR THE CCURCY OF THE INFORMTION FURNISHED VI THE ELECTRONIC FORM. IN DDITION TO ND NOTWITHSTNDING THE FOREGOING, IN NO EVENT SHLL THE STRUCTURL ENGINEER E LILE FOR NY CONSEQUENTIL OR SPECIL DMGES OR FOR NY LOSS OF PROFITS SUSTINED Y USER IN CONNECTION WITH OR RISING OUT OF THE USE OF CD OR IM FORMS OF THE DRWINGS. IN LL CSES, THE HRD COPY OF THE STRUCTURL DRWINGS ND SPECIFICTIONS SUPERSEDES NY CD OR IM FILES.. CODE/DESIGN CRITERI STRUCTURE IS DESIGNED IN CCORDNCE WITH THE INTERNTIONL UILDING CODE, 0 EDITION WITH GEORGI STTE MENDMENTS.. GRVITY LODS. UNIFORM FLOOR LIVE LODS (REDUCED S LLOWED Y THE UILDING CODE): MEDICL OFFICES SLS 00 PSF (NON-REDUCILE) EMS 00 PSF (NON-REDUCILE) GIRDERS ND COLUMNS 00 PSF RESIDENTIL, INCLUDING PRTITIONS PSF PRKING STRUCTURE 0 PSF PULIC ROOMS, THIRD FLOOR 00 PSF LODING DOCK TRUCK CCESS 0 PSF MIN DRIVE ISLE, FIRE TRUCK XLE LODS K/K LCONIES 00 PSF CORRIDORS - FIRST FLOOR 00 PSF CORRIDORS - OVE FIRST FLOOR 80 PSF RETIL STORE (FIRST FLOOR) 00 PSF STIRS 00 PSF MECHNICL ROOMS, ROOF /0 PSF (NON-REDUCILE). UNIFORM ROOF LIVE LODS (REDUCED S LLOWED Y THE UILDING CODE): ROOF 0 PSF SNOW GROUND SNOW LOD Pg = PSF PONDING ND DRIFT EFFECTS HVE EEN INCLUDED IN THE DESIGN.. CONCENTRTED FLOOR LODS - DISTRIUTED OVER N RE OF. FEET SQURE, UNLESS NOTED OTHERWISE: OFFICE 000 L MERCNTILE 000 L STORE 000 L PRKING: FLOOR 000 L (ON RE OF." X.") GURD RIL 000 L (ETWEEN 8 ND INCHES OVE FLOOR OVER SQURE FOOT). DED LODS (IN DDITION TO STRUCTURE SELF-WEIGHT): MEDICL OFFICES 0 PSF RETIL FLOOR 0 PSF RETIL CEILING 0 PSF PRKING PSF LCONIES 0 PSF RESIDENTIL, SSISTED LIVING 0 PSF ROOF TERRCE 0 PSF ROOF 0 PSF INSULTED DOULE SL PSF. WIND LODS: ULTIMTE DESIGN WIND SPEED (-SECOND GUST) = 0 MPH NOMINL DESIGN WIND SPEED (-SECOND GUST) = 9 MPH SERVICE DESIGN WIND SPEED (-SECOND GUST) = MPH (0-YER MRI) EXPOSURE = RISK CTEGORY = III INTERNL PRESSURE COEFFICIENT, GCpi = +/- 0.8 SEE S0-0 FOR COMPONENT ND CLDDING PRESSURES. ERTHQUKE LODS: SEISMIC PRMETERS RE S RECOMMENDED IN THE GEOTECHNICL REPORT Y CRDNO TC PROJECT NUMER 0..0: ORIGINL REPORT REPORT UPDTE REPORT UPDTE REPORT UPDTE (VI UPDTED REPORT PGE) REPORT UPDTE 0--0 (VI EMIL) RISK CTEGORY = III SEISMIC IMPORTNCE FCTOR, I =. MPPED SPECTRL RESPONSE CCELERTION PRMETERS: Ss = 0.89 S = 0.09 SITE CLSS = C DESIGN SPECTRL RESPONSE CCELERTION PRMETERS: Sds = 0. Sd = 0.0 SEISMIC DESIGN CTEGORY = SIC SEISMIC-FORCE-RESISTING SYSTEM: ORDINRY CONCRETE MOMENT FRME RESPONSE MODIFICTION FCTOR, R = SEISMIC RESPONSE COEFFICIENT, Cs =. DESIGN SE SHER = KIPS NLYSIS PROCEDURE: EQUIVLENT LTERL FORCE PROCEDURE. MXIMUM ESTIMTED DEFLECTIONS (IN INCHES) RE S FOLLOWS: LIVE LOD DED + LIVE LOD ROOF MEMERS: L/0 L/0 FLOOR MEMERS: L/0 L/0 WHERE, L = SPN LENGTH (IN INCHES) ETWEEN CENTERLINES OF SUPPORTS. (FOR CNTILEVERS, L IS TWICE THE LENGTH OF THE CNTILEVER.). SPECIL INSPECTIONS:. SPECIL INSPECTIONS RE REQUIRED PER IC CHPTER ND S SPECIFIED IN THE SPECIL INSPECTION STTEMENT ND SCHEDULE PROVIDED Y THE STRUCTURL ENGINEER OF RECORD.. SPECIL INSPECTION REPORTS ND FINL REPORT IN CCORDNCE WITH 0.. OF IC 0 SHLL E SUMITTED TO THE UILDING OFFICIL PRIOR TO THE TIME THT PHSE OF THE WORK IS PPROVED FOR OCCUPNCY.. NO PROVISIONS HVE EEN MDE FOR FUTURE HORIZONTL OR VERTICL EXPNSION. C. FOUNDTION FOUNDTION DESIGN IS SED ON THE RECOMMENDTIONS IN THE GEOTECHNICL REPORT Y CRDNO TC PROJECT NUMER 0..0: ORIGINL REPORT REPORT UPDTE REPORT UPDTE REPORT UPDTE (VI UPDTED REPORT PGE) REPORT UPDTE 0--0 (VI EMIL) THE STRUCTURL ENGINEER IS NOT RESPONSILE FOR SUSURFCE CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT FROM THOSE SSUMED FOR DESIGN.. STRUCTURL TESTING/INSPECTION GENCY SHLL CERTIFY THE ERING MEDIUM.. MISC. MINOR INDIVIDUL SPRED FOOTINGS ND CONTINUOUS FOOTINGS (SUCH S SMLL SITE RETINING WLLS ND THE DETENTION VULT) SHLL ER ON SOIL CPLE OF SUPPORTING 000 PSF.. UILDING FOUNDTIONS SHLL ER ON ROCK CPLE OF SUPPORTING 0 / 0 / KSF. S FOR PRESUMED DESIGN ERING PRESSURE. PROVIDE TEST HOLES UNDER FOOTINGS S NOTED IN THE STRUCTURL DOCUMENTS.. FOUNDTION WLLS RE DESIGNED FOR LTERL PRESSURES DUE TO THE FOLLOWING EQUIVLENT FLUID DENSITIES SSUMING EFFECTIVE DRINGE OF GROUNDWTER T OTTOM: WLLS SUPPORTED T TOP (T-REST CONDITION): PCF WLLS FREE TO DISPLCE T TOP ( CTIVE CONDITION): PCF WLLS PUSHING INTO SOIL ( PSSIVE CONDITION): PCF LLOWLE COEFFICIENT OF FRICTION: 0. CONCRETE TO SOIL LLOWLE COEFFICIENT OF FRICTION: 0.0 CONCRETE TO PWR LLOWLE COEFFICIENT OF FRICTION: 0.0 CONCRETE TO ROCK. PROOFROLL UILDING RES WITH TWO COMPLETE COVERGES OF LODED DUMP-TRUCK OR SCRPER. REPLCE SOFT RES WITH COMPCTED STRUCTURL FILL S REQUIRED Y THE SPECIFICTIONS.. DENSIFY UILDING RES ND MINIMUM OF 0'-0" OUTSIDE THE UILDING PERIMETER USING VIRTORY ROLLER (SEE SPECIFICTIONS). 8. UNDERCUT THE ENTIRE UILDING RE TO THE EXTENT SHOWN ON THE STRUCTURL DOCUMENTS ND REPLCE WITH COMPCTED STRUCTURL FILL S REQUIRED Y THE SPECIFICTIONS. 9. FOR RECORD, CONTRCTOR SHLL SUMIT DETILED LSTING PLN IN CCORDNCE WITH GEORGI LW. D. REINFORCEMENT REINFORCING STEEL SHLL CONFORM TO STM, GRDE 0, UNLESS NOTED OTHERWISE.. WELDED WIRE FRIC SHLL CONFORM TO STM 0 ND HVE MINIMUM SIDE ND END LPS OF 8".. SUMIT SHOP DRWINGS WHICH DEQUTELY DEPICT THE REINFORCING R SIZES ND PLCEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT DEQUTE S, ELEVTIONS, ND DETILS IS NOT CCEPTLE.. PROVIDE DOWELS FROM FOUNDTIONS THE SME SIZE ND NUMER S THE VERTICL WLL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.. PLCE REINFORCEMENT S FOLLOWS, UNLESS NOTED OTHERWISE:. CST-IN-PLCE (NON POST-TENSIONED) CONCRETE REINFORCEMENT COVER PERMNENTLY EXPOSED TO ERTH: CST GINST THE ERTH " CLER EXPOSED TO ERTH OR WETHER: FOR RS LRGER THN NO. R " CLER NO. RS OR SMLLER -/" CLER NOT EXPOSED TO WETHER OR IN CONTCT WITH ERTH: WLLS /" CLER SLS /" CLER COLUMN TIES -/" CLER EM/GIRDER STIRRUPS -/" CLER. CST-IN-PLCE (POST-TENSIONED) CONCRETE REINFORCEMENT COVER PERMNENTLY EXPOSED TO ERTH: CST GINST THE ERTH " CLER EXPOSED TO ERTH OR WETHER (INCLUDES TOP OF PRKING SL): PT SLS " CLER PT EM/GIRDER STIRRUPS -/" CLER NOT EXPOSED TO WETHER OR IN CONTCT WITH ERTH INCLUDES OTTOM OF PRKING SLS): PT SLS /" CLER PT EM/GIRDER STIRRUPS " CLER PT EM/GIRDER PRIMRY REINFORCEMENT -/" CLER. MSONRY CONCRETE REINFORCEMENT COVER MSONRY REINFORCING STEEL SHLL E PLCED IN THE CENTER OF CMU CELLS, UNLESS NOTED OTHERWISE. IF REINFORCING STEEL IS NOTED TO E PLCED OTHER THN THE CENTER OF THE CELL, PLCE R TO CHIEVE " CLER COVER ETWEEN REINFORCING ND OUTSIDE FCE OF CMU LOCK.. REINFORCEMENT SHLL E SPLICED ONLY T LOCTIONS SHOWN OR NOTED IN THE STRUCTURL DOCUMENTS, EXCEPT REINFORCEMENT MRKED "CONTINUOUS" CN E SPLICED T LOCTIONS DETERMINED Y CONTRCTOR. SPLICES T OTHER LOCTIONS SHLL E PPROVED IN WRITING Y THE STRUCTURL ENGINEER. REINFORCING STEEL SPLICES SHLL E S FOLLOWS, UNLESS NOTED OTHERWISE: CONCRETE REINFORCEMENT: CLSS TENSION LP - SEE REINFORCING LP LENGTH SCHEDULE MSONRY REINFORCEMENT: SEE REINFORCING LP LENGTH SCHEDULE. DHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHLL E ONE OF THE FOLLOWING OR N PPROVED EQUL:. HIT HY00 INJECTION DHESIVE SUPPLIED Y HILTI FSTENING SYSTEMS,. EPCON SYSTEM CERMIC EPOXY DHESIVE SUPPLIED Y ITW RMSET/RED HED,. POWER-FST EPOXY INJECTION GEL SUPPLIED Y POWERS FSTENING,. CRYLIC-TIE DHESIVE SUPPLIED Y SIMPSON STRONG-TIE CO.. MINIMUM EMEDMENT LENGTH SHLL E R DIMETERS, UNLESS NOTED OTHERWISE. E. POST-TENSIONED UNONDED TENDONS POST-TENSIONING SYSTEM SHLL E N UNONDED, MONO-STRND TENDON SYSTEM. POST-TENSIONED TENDONS SHLL E SEVEN-WIRE STRND CONFORMING TO STM WITH GURNTEED MINIMUM ULTIMTE STRENGTH OF 0,000 PSI.. PROVIDE ENCPSULTED SYSTEM FOR TENDONS T GGRESSIVE ENVIRONMENTS S DEFINED IN SPECIFICTION 000. TENDON PLCEMENT SHLL NOT VRY MORE THN /8" VERTICLLY FROM THE POINTS DIMENSIONED. SL TENDONS MY E MOVED LTERLLY TO CLER OPENINGS, UT TIE-CK REINFORCEMENT MY E REQUIRED (SEE DETILS).. TENDON SUPPORT RS ND OLSTERS SHLL E SECURED TO THE FORMWORK TO PREVENT DISPLCEMENT OF TENDONS DURING CONCRETE PLCEMENT.. STRESSING OF TENDONS MY COMMENCE FTER THE CONCRETE HS OTINED COMPRESSIVE STRENGTH OF,000 PSI. POST-TENSIONING OF THE TENDONS SHLL E COMPLETED WITHIN 9 HOURS OF CONCRETE PLCEMENT.. STRESSING SEQUENCE U.N.O.. TWO WY FLT SL STRESS UNIFORMLY DISTRIUTED TENDONS FIRST STRESS NDED TENDONS SECOND. EM ND SL STRESS SL TENDONS FIRST STRESS EM TENDONS SECOND. IN THE EVENT OF ROKEN TENDONS OR LOW-OUTS, SUMIT FOR PPROVL TO THE STRUCTURL ENGINEER DETILED CLCULTIONS ND PROCEDURES FOR THE REMEDIL WORK REQUIRED.. STRESSING RECORDS SHLL E SUMITTED TO THE STRUCTURL ENGINEER FTER THE CONTRCTOR HS VERIFIED THT THE REQUIRED NUMER OF TENDONS INDICTED ON THE SHOP DRWINGS HS EEN STRESSED. IF THERE RE TENDON ELONGTIONS OUT OF TOLERNCE, LETTER SIGNED ND SELED Y THE POST-TENSIONED SUPPLIER'S ENGINEER LICENSED IN THE PROJECT STTE SHLL CCOMPNY THE STRESSING RECORDS INDICTING THT LONG-TERM TENDON FORCES REQUIRED Y THE CONTRCT DOCUMENTS WILL E STISFIED.CUT TENDONS ONLY FTER REVIEW OF THE STRESSING RECORDS Y THE STRUCTURL ENGINEER. (USE CUTTING METHOD OUTLINED IN SPECIFICTIONS.) 8. EXPOSED PORTION OF THE TENDON ND THE GRIPPING PRT OF THE NCHORGE SHLL E COTED WITH N EPOXY-RESIN COMPOUND EFORE EING DRY-PCKED WITH NON-SHRINK GROUT. 9. CORING OF SLS IS NOT PERMITTED WITHOUT THE WRITTEN CONSENT OF THE STRUCTURL ENGINEER. OPENINGS ND SLEEVES MUST E SHOWN ON THE SHOP DRWINGS. NY DDITIONL OPENINGS NOT SHOWN ON THE PPROVED SHOP DRWINGS WILL REQUIRE REVIEW Y THE STRUCTURL ENGINEER PRIOR TO PLCEMENT. 0. UNLESS OTHERWISE SPECIFIED Y THE STRUCTURL ENGINEER IN THE CONTRCT DOCUMENTS, THE DESIGN ND INSTLLTION OF POST-INSTLLED NCHORS, SUCH S MECHNICL NCHORS, DHESIVE NCHORS, ND POWDER CTUTED FSTENERS, IN POST-TENSIONED SLS ND EMS IS THE RESPONSIILITY OF THE CONTRCTOR. DO NOT DMGE THE POST-TENSIONING OR MILD REINFORCEMENT DURING INSTLLTION.. IN CCORDNCE WITH STM E 9, LL POST-TENSIONED FLOOR CONSTRUCTION IS CLSSIFIED S RESTRINED CONSTRUCTION. F. CST-IN-PLCE CONCRETE CONCRETE WORK SHLL CONFORM TO CI 8 ND CRSI STNDRDS.. CONCRETE SHLL HVE THE FOLLOWING PROPERTIES:. NORML WEIGHT STRUCTURL CONCRETE: MIN. MX. MX. EXPOSURE COMPRESSIVE W/C GGREGTE CLSS STRENGTH, F'C RTIO SIZE FOOTINGS C,000 PSI 0. /" SITE WLL FOOTINGS C,000 PSI 0. /" DETENTION VULT FOOTINGS C,000 PSI 0. /" GRDE EMS C,000 PSI 0. " INTERIOR FOUNDTION WLLS C,000 PSI 0. " SITE RETINING WLLS F,C,00 PSI 0. " INTERIOR SLS-ON-GRDE C,000 PSI 0.8 " EXTERIOR SLS-ON-GRDE F,C,00 PSI 0. " INTERIOR EMS & FRMED SLS,000 PSI 0.8 " EXTERIOR EMS & FRMED SLS F,C,000 PSI 0.0 " CURS, PRPETS, F,C,000 PSI 0.0 /" IMPCT RRIERS INTERIOR COLUMNS 0.8 " EXTERIOR COLUMNS F,C 0.0 " EXTERIOR WLLS F,C,000 PSI 0.0 " STRENGTH GE FOR CONCRETE,000 PSI ND LESS USE 8 DY STRENGTH LL NORML WEIGHT CONCRETE SHLL E CONSIDERED TO E IN EXPOSURE CLSS F0, S0, P0, ND C0 CCORDING TO CI 8 UNLESS NOTED OTHERWISE OVE OR ELSEWHERE ON THE STRUCTURL DRWINGS. LIGHTWEIGHT STRUCTURL CONCRETE: (0-0 PCF FRESH UNIT WEIGHT/0- PCF IR-DRIED UNIT WEIGHT) MIN. 8-DY MX. EXPOSURE COMPRESSIVE GGREGTE CLSS STRENGTH, F'C SIZE SLS ON COMPOSITE STEEL DECK,000 PSI " INTERIOR TOPPING SLS,000 PSI /" EXTERIOR TOPPING SLS F,C,000 PSI /" LL LIGHTWEIGHT CONCRETE SHLL E CONSIDERED TO E IN EXPOSURE CLSS F0, S0, P0, ND C0 CCORDING TO CI 8 UNLESS NOTED OTHERWISE OVE OR ELSEWHERE ON THE STRUCTURL DRWINGS. CONCRETE MIX REQUIREMENTS. LL CONCRETE SHLL E PROPORTIONED TO COMPLY WITH CI 8 CHPTER IN CCORDNCE WITH THE EXPOSURE CLSS INDICTED. WHERE REQUIREMENTS INDICTED DIFFER FROM REQUIREMENTS OF CHPTER, THE STRICTER REQUIREMENT SHLL PPLY. REFER TO THE SPECIFICTIONS FOR OTHER REQUIREMENTS FOR VRIOUS EXPOSURE CLSSES RELTIVE TO THE CEMENT TYPE, IR ENTRINMENT REQUIREMENTS, CHLORIDE ION LIMITS, POZZOLN LIMITS, ND SHRINKGE LIMITS.. CONCRETE SHLL E CONSIDERED EXTERIOR CONCRETE IF THE CONCRETE IS PERMNENTLY EXPOSED TO THE WETHER OR MOISTURE OR IF IT IS IN N UNCONDITIONED SPCE IN ITS COMPLETED CONFIGURTION.. LL CONCRETE SHLL STISFY OTH THE SPECIFIED MXIMUM WTER TO CEMENT RTIO ND THE MINIMUM 8 OR DY COMPRESSIVE STRENGTH, F'C, REQUIREMENTS.. PIPES OR DUCTS SHLL NOT EXCEED ONE-THIRD THE SL OR WLL THICKNESS UNLESS SPECIFICLLY DETILED. SEE MECHNICL ND ELECTRICL DRWINGS FOR LOCTION OF SLEEVES, CCESSORIES, ETC.. REFER TO RCHITECTURL DRWINGS FOR MOLDS, GROOVES, ORNMENTS, CLIPS OR GROUNDS REQUIRED TO E ENCSED IN CONCRETE ND FOR LOCTION OF LL CONCRETE FINISHES ND SL DEPRESSIONS.. CONSTRUCTION JOINT LOCTIONS SHLL E PPROVED Y THE STRUCTURL ENGINEER. NO HORIZONTL CONSTRUCTION JOINTS RE PERMITTED EXCEPT THOSE SHOWN ON THE STRUCTURL DRWINGS.. DEFECTIVE RES IN CONCRETE INCLUDING, UT NOT LIMITED TO, HONEY-COMING, SPLLS, ND CRCKS WITH WIDTHS EXCEEDING 0.0 INCH SHLL E REPIRED. EXTENT OF DEFECTIVE RE TO E DETERMINED Y THE STRUCTURL ENGINEER. 8. CONSTRUCTION JOINTS IN FLOORS SHLL E LOCTED WITHIN THE MIDDLE THIRD OF SPNS OF SLS, EMS, ND GIRDERS. JOINTS IN GIRDERS SHLL E OFFSET MINIMUM DISTNCE OF TWO TIMES THE WIDTH OF INTERSECTING EMS. 9. POLYSTYRENE ORDS SHLL CONFORM TO THE FOLLOWING: 9. SHLL HVE MINIMUM COMPRESSIVE STRENGTH OF PSI WHEN TESTED IN VERTICL DIRECTION IN CCORDNCE WITH STM D SHLL MEET PHYSICL PROPERTY REQUIREMENTS PER STM C-8-0, TYPE IX. G. RCHITECTURL PRECST CONCRETE DESIGN OF RCHITECTURL PRECST ELEMENTS ND THEIR CONNECTIONS SHLL E THE SOLE RESPONSIILITY OF THE CONTRCTOR. SUMIT SHOP DRWINGS, DESIGN LOD DT, ND SUPPORT RECTIONS OF PRECST ELEMENTS ND THEIR CONNECTIONS SELED Y N ENGINEER LICENSED IN THE PROJECT STTE. REVIEW SHLL E FOR CONFORMNCE WITH THE CONTRCT DOCUMENTS REGRDING RRNGEMENT ND SIZES OF MEMERS ND THE CONTRCTOR'S INTERPRETTION OF THE DESIGN LODS ND CONTRCT DOCUMENT DETILS. SUCH REVIEW SHLL NOT RELIEVE THE CONTRCTOR OF THE FULL RESPONSIILITY FOR THE DESIGN OF THE PRECST ND PRECST CONNECTIONS NOT SPECIFIED IN THE CONTRCT DOCUMENTS.. CONNECTIONS:. CONNECTION CONCEPTS ONLY RE SHOWN IN S ND DETILS OF THE CONTRCT DOCUMENTS. THE DESIGN ND FREQUENCY OF CONNECTIONS SHLL E THE RESPONSIILITY OF THE PRECST SUPPLIER ND THE PRECST DESIGN ENGINEER IN COORDINTION WITH THE PNEL DESIGN ITSELF. SHOP DRWINGS SHLL DEQUTELY DEPICT THE RCHITECTURL PRECST PNEL TTCHMENT LOCTIONS TO THE STRUCTURE.. SHOW VERTICL ND HORIZONTL RECTIONS OF LL PRECST CONNECTION POINTS TO STRUCTURL ELEMENTS SHOWN ON THESE DRWINGS. THE DIRECTION ND MGNITUDE OF THESE RECTIONS SHLL E SHOWN ON THE PLNS ND S OF CONNECTIONS WITHIN THE SUMITTED PRECST SHOP DRWINGS. THE RECTIONS SHOULD CCURTELY REFLECT THE CTUL LOD(S) FOR GIVEN CONNECTION POINT.. PRECST CONNECTIONS SHLL NOT TRNSFER THE TORSION RESULTING FROM THE ECCENTRIC LODING OF THE PRECST TO THE STRUCTURE. SUPPLEMENTL SECONDRY RCING SHLL E DESIGNED ND PROVIDED Y THE SUPPLIER TO ELIMINTE THE TORSION. H. CONCRETE MSONRY CONCRETE MSONRY WORK SHLL CONFORM TO CI 0, UILDING CODE REQUIREMENTS FOR MSONRY STRUCTURES ND CI 0., SPECIFICTION FOR MSONRY STRUCTURES.. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MSONRY SHLL E F'M =,00 PSI.. MORTR SHLL E TYPE S ND SHLL COMPLY WITH THE UILDING CODE REQUIREMENTS FOR CONCRETE MSONRY.. CONCRETE MSONRY UNITS SHLL E GROUTED WITH,00 PSI CORSE GROUT S SHOWN IN THE STRUCTURL DOCUMENTS. GROUT SHLL CONFORM TO STM C.. PROVIDE HORIZONTL JOINT REINFORCEMENT WITH NO. 9 GGE LONGITUDINL WIRES T " VERTICLLY, UNLESS NOTED OTHERWISE. PROVIDE SPECIL CCESSORIES FOR CORNERS, INTERS, ETC.. PROVIDE OPEN OTTOM EM LOCK UNITS WITH " DEEP MINIMUM WE OPENINGS T HORIZONTL REINFORCEMENT LOCTIONS. MINIMUM CLER SPCE OF ONE R DIMETER SHLL E PROVIDED ETWEEN THE REINFORCING RS ND THE FCE OF MSONRY UNITS.. PROVIDE CONTRCTION (CONTROL) JOINTS IN LL CONCRETE MSONRY WLLS T LOCTIONS PPROVED Y THE RCHITECT T MXIMUM SPCING OF.0 TIMES THE WLL HEIGHT OR '-0", WHICHEVER IS LESS. 8. PROVIDE DOVETIL NCHORS T " C/C, UNLESS NOTED OTHERWISE, WHERE MSONRY WLLS UT CONCRETE SURFCES. 9. SUMIT WRITTEN CONSTRUCTION PROCEDURES PRIOR TO THE STRT OF MSONRY CONSTRUCTION. I. STRUCTURL STEEL STRUCTURL STEEL SHLL E FRICTED ND ERECTED CCORDING TO THE NSI/ISC 0 "SPECIFICTION FOR STRUCTURL STEEL UILDINGS" ND THE ISC 0 "CODE OF STNDRD PRCTICE FOR STEEL UILDINGS ND RIDGES".. STRUCTURL STEEL SHLL E OF THE FOLLOWING GRDE UNLESS NOTED OTHERWISE ON DRWINGS:. W ND WT-SHPES SHLL CONFORM TO STM 99, GRDE 0.. SQURE/RECTNGULR HOLLOW STRUCTURL S (HSS) SHLL CONFORM TO EITHER STM 00, GRDE C OR STM 08.. ROUND HOLLOW STRUCTURL S (HSS) SHLL CONFORM TO EITHER STM 00, GRDE C OR STM 08.. ROUND PIPE S SHLL CONFORM TO STM, GRDE.. OTHER STEEL SHPES (CHNNELS, NGLES, PLTES, ND ROUND ROD) MY CONFORM TO STM.. HP-SHPES SHLL CONFORM TO STM, GRDE 0.. OLTS, NCHOR RODS, ND HEDED STUDS:. LL CONNECTIONS SHLL E SLIP CRITICL WITH MINIMUM /" DIMETER GROUP HIGH-STRENGTH OLTS. OLT SHER STRENGTH SHLL E DETERMINED IN CCORDNCE WITH TLE - IN THE ISC "STEEL CONSTRUCTION MNUL", TH EDITION.. NCHOR RODS SHLL CONFORM TO STM F, GRDE, UNLESS NOTED OTHERWISE.. HEDED STUDS SHLL E /" DIMETER, UNLESS NOTED OTHERWISE, ND SHLL CONFORM TO WS D.. LENGTH OF STUD PRIOR TO INSLLTION SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON THE DRWING: EMS SUPPORTING CMU: " MISCELLNEOUS EMEDS: SEE CONTRCT DRWINGS. CONNECTIONS:. STEEL CONNECTIONS SHLL E DETILED SED ON THE DESIGN INFORMTION PROVIDED IN THE CONTRCT DOCUMENTS. DEVITION FROM THE CONNECTION DETILS DEPICTED IN THE CONTRCT DOCUMENTS SHLL NOT E PERMITTED WITHOUT DVNCE WRITTEN PERMISSION FROM THE STRUCTURL ENGINEER OF RECORD (SEOR).. STNDRD SHER CONNECTIONS:.. STNDRD SHER CONNECTIONS SHLL E DETILED S DOULE-NGLE, SINGLE-PLTE, SINGLE-NGLE, OR TEE CONNECTIONS IN CCORDNCE WITH CONNECTION TLES IN THE "STEEL CONSTRUCTION MNUL", TH EDITION, PRT 0.. FOR WELDED CONNECTIONS, USE PREQULIFIED WELDED JOINTS IN CCORDNCE WITH ISC ND THE STRUCTURL WELDING CODE OF THE MERICN WELDING SOCIETY. "NON-PREQULIFIED JOINTS" SHLL E QULIFIED PRIOR TO FRICTION.. THE REQUIRED RECTION USING LRFD LOD COMINTIONS SHLL E S SHOWN ON THE STRUCTURL DRWINGS. IF RECTIONS RE NOT SHOWN: FOR EMS W0 ND SMLLER, PROVIDE CONNECTION WITH MINIMUM 0 KIP SHER CPCITY; FOR EMS W ND LRGER, CONTCT THE STRUCTURL ENGINEER OF RECORD.. LL STEEL EXPOSED TO WETHER OR MOISTURE SHLL E GLVNIZED, UNLESS OTHERWISE DIRECTED Y THE RCHITECT. J. COLD-FORMED METL STUDS COLD-FORMED STEEL DESIGN, FRICTION ND ERECTION SHLL E IN CCORDNCE WITH ISI S00 "NORTH MERICN SPECIFICTION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURL MEMERS".. DESIGN OF COLD-FORMED STEEL STRUCTURL MEMERS ND THEIR CONNECTIONS SHLL E THE SOLE RESPONSIILITY OF THE CONTRCTOR. SUMIT SHOP DRWINGS SELED Y N ENGINEER LICENSED IN THE PROJECT STTE. SHOP DRWINGS SHLL INCLUDE PLCING DRWINGS FOR FRMING MEMERS SHOWING SIZE ND GGE DESIGNTIONS, NUMER, TYPE, LOCTION ND SPCING. INDICTE SUPPLEMENTL STRPPING, RCING, SPLICES, RIDGING, CCESSORIES ND DETILS REQUIRED FOR PROPER INSTLLTION. REVIEW OF SHOP DRWINGS SHLL E FOR CONFORMNCE WITH THE CONTRCT DOCUMENTS REGRDING RRNGEMENT ND SIZES OF MEMERS ND THE CONTRCTOR'S INTERPRETTION OF THE DESIGN LODS ND CONTRCT DOCUMENT DETILS. SUCH REVIEW SHLL NOT RELIEVE THE CONTRCTOR OF FULL RESPONSIILITY FOR THE DESIGN OF THE COLD-FORMED STEEL STRUCTURL MEMERS ND THEIR CONNECTIONS.. COLD-FORMED STEEL WLL SYSTEMS SHLL E DESIGNED TO CCOMMODTE DIFFERENTIL LIVE LOD DEFLECTIONS ETWEEN FLOORS. K. SLOTTED CHNNEL STRUT FRMING SUPPORT SYSTEM (UNISTRUT) PROVIDE ND INSTLL SLOTTED CHNNEL STRUT FRMING SUPPORT SYSTEM (UNISTRUT OR EQUIVLENT) FOR THE SUPPORT OF OWNER FURNISHED MEDICL EQUIPMENT.. DESIGN OF SLOTTED CHNNEL STRUT FRMING SUPPORT SYSTEM SHLL E THE SOLE RESPONSIILITY OF THE CONTRCTOR. SUMIT SHOP DRWINGS SELED Y N ENGINEER LICENSED IN THE PROJECT STTE. SHOP DRWINGS SHLL SHOW PLN LYOUT, TYPICL ELEVTIONS, DETILS, ND NCHORGE TO THE STRUCTURE. REVIEW OF SHOP DRWINGS SHLL E FOR CONFORMNCE WITH THE CONTRCT DOCUMENTS. SUCH REVIEW SHLL NOT RELIEVE THE CONTRCTOR OF FULL RESPONSIILITY FOR THE DESIGN OF THE SLOTTED CHNNEL STRUT FRMING SUPPORT SYSTEM.. THE SYSTEM STRUCTURL DESIGN SHLL DEQUTELY SUPPORT THE MEDICL EQUIPMENT IN THE VENDOR DRWINGS PREPRED Y GE, HEWLETT PCKRD, LIEEL-FLRSHEM, LINER MEDICL, PHILIPS, PICKER, SIEMENS, ETC.. MEMERS SHLL E LEVEL IN OTH DIRECTIONS TO WITHIN /".. MEMERS SHLL E PRLLEL TO WITHIN /".. SYSTEM SHLL PERMIT MINIMUM DJUSTMENT OF ".. COORDINTE INSTLLTION WITH OTHER TRDES. L. POST-INSTLLED NCHORS POST-INSTLLED NCHORS SHLL ONLY E USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRCTOR SHLL OTIN PPROVL FROM THE STRUCTURL ENGINEER PRIOR TO INSTLLING POST-INSTLLED NCHORS IN PLCE OF MISSING OR MISPLCED CST-IN-PLCE NCHORS.. NCHORS SHLL E INSTLLED PER THE MNUFCTURER'S PRINTED INSTLLTION INSTRUCTIONS (MPII). SUSTITUTION REQUESTS FOR PRODUCTS OTHER THN THOSE SPECIFIED ELOW SHLL E SUMITTED Y THE CONTRCTOR TO THE STRUCTURL ENGINEER LONG WITH CLCULTIONS THT RE SIGNED ND SELED Y LICENSED PROFESSIONL ENGINEER. THE CLCULTIONS SHLL DEMONSTRTE THT THE SUSTITUTED PRODUCT IS CPLE OF CHIEVING EQUIVLENT PERFORMNCE VLUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE PPROPRITE DESIGN PROCEDURE ND/OR STNDRD(S) S REQUIRED Y THE UILDING CODE.. THE CONTRCTOR SHLL RRNGE ONSITE INSTLLTION TRINING Y THE NCHOR MNUFCTURER FOR ECH NCHORING PRODUCT TO E INSTLLED. SUMIT TO THE STRUCTURL ENGINEER DOCUMENTTION CONFIRMING TRINING OF LL PERSONNEL WHO WILL E INSTLLING NCHORS. TRINING ND DOCUMENTTION SHLL OCCUR PRIOR TO COMMENCEMENT OF NCHOR INSTLLTION. INSTLLTION OF LL DHESIVE NCHOR PRODUCTS SHLL E CONDUCTED Y N INSTLLER HOLDING CURRENT I CERTIFICTION S CCREDITED Y CI/CSRI IN CCORDNCE WITH CI 8- D.9... PROOF OF CERTIFICTION SHLL E MINTINED T THE JO SITE.. NCHOR CPCITY IS DEPENDENT UPON SPCING ETWEEN DJCENT NCHORS, CONCRETE STRENGTH ND PROXIMITY OF NCHORS TO EDGE OF CONCRETE. INSTLL NCHORS IN CCORDNCE WITH SPCING ND EDGE CLERNCES INDICTED ON THE DRWINGS. IF NO SPCING OR EDGE DISTNCES RE SPECIFIED ON THE STRUCTURL DRWINGS, REFER TO PPLICLE EVLUTION REPORT FOR CRITICL SPCING ND EDGE DISTNCES.. EXISTING REINFORCING RS IN THE CONCRETE STRUCTURE MY CONFLICT WITH SPECIFIC NCHOR LOCTIONS. THE CONTRCTOR SHLL REVIEW THE EXISTING STRUCTURL DRWINGS ND SHLL UNDERTKE TO LOCTE THE POSITION OF THE REINFORCING RS T THE LOCTIONS OF THE CONCRETE NCHORS, Y FERROSCN, GPR, X-RY, CHIPPING OR OTHER MENS IN ORDER TO VOID CONFLICT WITH NCHOR INSTLLTION. THE CONTRCTOR SHLL NOT DMGE NY REINFORCING STEEL PRIOR TO CONSULTING WITH THE STRUCTURL ENGINEER.. UNLESS NOTED OTHERWISE, THE MINIMUM EMEDMENT OF EXPNSION ND SCREW NCHORS SHLL E TIMES THE NCHOR DIMETER ND THE MINIMUM EMEDMENT FOR DHESIVE NCHORS SHLL E TIMES THE NCHOR DIMETER. 8. DHESIVE INSERT SHLL E STM F Gr. LL-THRED ROD FOR NON-CORROSIVE ENVIRONMENTS OR STM 9 GR. 8M TYPE LL-THRED ROD FOR CORROSIVE ENVIRONMENTS U.N.O. 9. DHESIVE NCHORS CPCITY IS DEPENDENT UPON THE METHOD IN WHICH THE HOLE IS DRILLED. UNLESS OTHERWISE NOTED, LL HOLES FOR DHESIVE NCHORS SHLL E DRILLED Y HMMER DRILLING WITH CRIDE TIPPED DRILL IT. IF OTHER DRILLING METHODS RE DESIRED, THE CONTRCTOR SHLL SUMIT LTERNTE DRILLING METHODS ND MNUFCTURER OND DT WITH SID METHODS. 0. POST-INSTLLED NCHORS INSTLLED INTO CONCRETE SHLL E S INDICTED ELOW. 0. MECHNICL ND SCREW NCHORS FOR USE IN CONCRETE SHLL HVE EEN TESTED ND QULIFIED FOR USE IN CRCKED CONCRETE IN CCORDNCE WITH CI. ND ICC-ES C EXPNSION NCHORS SHLL E ONE OF THE FOLLOWING, U.N.O.: SIMPSON STRONG-TIE STRONG-OLT (ICC ESR-0) HILTI KWIK OLT-TZ (ICC ESR-9) POWERS POWER-STUD+ SD (ICC ESR-88) 0.. SCREW NCHORS SHLL E ONE OF THE FOLLOWING, U.N.O.: SIMPSON STRONG-TIE TITEN-HD (ICC ESR-) HILTI KWIK HUS-EZ (ICC ESR-0) POWERS WEDGE-OLT+ (ICC ESR-98) 0. DHESIVE NCHORS FOR USE IN CONCRETE SHLL HVE EEN TESTED ND QULIFIED FOR USE IN CRCKED CONCRETE IN CCORDNCE WITH CI. ND ICC-ES C DHESIVE NCHORS SHLL E ONE OF THE FOLLOWING, U.N.O.: SIMPSON STRONG-TIE SET-XP (ICC ESR-08) HILTI HIT-RE 00 v (ICC ESR-8) POWERS PURE0+ (ICC ESR-98) RED HED EPCON C+ (ICC ESR-). POST-INSTLLED NCHORS INSTLLED INTO MSONRY SHLL E S INDICTED ELOW.. MECHNICL ND SCREW NCHORS FOR USE IN SOLID-GROUTED CONCRETE MSONRY SHLL HVE EEN TESTED ND QULIFIED FOR USE IN CCORDNCE WITH ICC-ES C0 ND C0, RESPECTIVELY... EXPNSION NCHORS SHLL E ONE OF THE FOLLOWING, U.N.O.: SIMPSON STRONG-TIE STRONG-OLT (IPMO-UES ER-0) HILTI KWIK OLT- (ICC ESR 8) POWERS POWER-STUD+ SD (ICC ESR-9).. SCREW NCHORS SHLL E ONE OF THE FOLLOWING, U.N.O.: SIMPSON STRONG-TIE TITEN-HD (ICC ESR-0) HILTI KWIK HUS-EZ (ICC ESR-0) POWERS WEDGE-OLT+ (ICC ESR-8). DHESIVE NCHORS FOR USE IN SOLID-GROUTED CONCRETE MSONRY SHLL HVE EEN TESTED ND QULIFIED FOR USE IN CCORDNCE WITH ICC-ES C8.. DHESIVE NCHORS SHLL E ONE OF THE FOLLOWING, U.N.O.: SIMPSON STRONG-TIE "SET-XP" (IPMO-UES ER-) HILTI HIT-HY 0 (ICC ESR-8) POWERS C00+ GOLD (ICC ESR-00). SCREW NCHORS FOR USE IN HOLLOW CONCRETE MSONRY SHLL HVE EEN TESTED ND QULIFIED IN CCORDNCE WITH ICC-ES C0... SCREW NCHORS SHLL E ONE OF THE FOLLOWING, U.N.O.: SIMPSON STRONG-TIE TITEN-HD (ICC ESR-0) HILTI KWIK-CON II (ICC ESR N/) POWERS TPPER + (ICC ESR N/). DHESIVE NCHORS WITH SCREEN TUES SHLL E TESTED ND QULIFIED IN CCORDNCE WITH ICC-ES C8 OR C0, S PPROPRITE. THE PPROPRITE SCREEN TUE SHLL E USED S RECOMMENDED Y THE DHESIVE MNUFCTURER... DHESIVE NCHORS SHLL E ONE OF THE FOLLOWING, U.N.O.: SIMPSON STRONG-TIE "SET-XP" (IPMO-UES ER-) HILTI HIT-HY 0 (ICC ESR-8) POWERS C00+ GOLD (ICC ESR-00) STRUCTURL NOTES CLIENT NME PROJECT NME DRWN DTE COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DRWING FILE PROJECT No..00 //0 :8: PM E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM S /0/ KWC STRUCTURL NOTES CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 GMP Set Revision Schedule

3 MINIMUM COMPONENT ND CLDDING ULTIMTE WIND PRESSURE DIGRM (PER SCE -0, CHPTER 0, PRT & PRT ) (+) PRESSURES (-) PRESSURES ROOF R SIZE # # TENSION LP SPLICE LENGTHS, (INCHES) FOR GRDE 0 () UNCOTED RS, f'c =,000psi; NORML-WEIGHT CONCRETE () LP CLSS LP LENGTH PER SPCING ND COVER CSE () TOP RS () CTEGORY () OTHER RS CTEGORY () R SIZE # # REINFORCING LP LENGTH SCHEDULE TENSION LP SPLICE LENGTHS, (INCHES) FOR GRDE 0 () UNCOTED RS, f'c =,000psi; NORML-WEIGHT CONCRETE () LP CLSS 8 8 LP LENGTH PER SPCING ND COVER CSE () TOP RS () CTEGORY () OTHER RS CTEGORY () R SIZE # # TENSION LP SPLICE LENGTHS, (INCHES) FOR GRDE 0 () UNCOTED RS, f'c =,000psi; NORML-WEIGHT CONCRETE () LP CLSS LP LENGTH PER SPCING ND COVER CSE () TOP RS () CTEGORY () OTHER RS CTEGORY () C80 # # # 8 8 PRPET PRESSURE DIGRM # # # a a a a (+) PRESSURES (-) PRESSURES OVERHNG PRESSURE DIGRM # #8 #9 #0 # # #8 #9 #0 # # #8 #9 #0 # PRESSURE DIGRM LEGEND TENSION LP SPLICE LENGTHS, (INCHES) FOR GRDE 0 () UNCOTED RS, f'c =,000psi; NORML-WEIGHT CONCRETE () TENSION LP SPLICE LENGTHS, (INCHES) FOR GRDE 0 () UNCOTED RS, f'c =8,000psi; NORML-WEIGHT CONCRETE () TENSION LP SPLICE LENGTHS, (INCHES) FOR GRDE 0 () UNCOTED RS, f'c > 0,000psi; NORML-WEIGHT CONCRETE () EFFECTIVE RE (SQ. FT) - SEE NOTE < > 00 PRESSURE (PSF) - SEE NOTES - 9 ROOF ZONE WLLS OVERHNGS PRPETS ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE +, - +, -9 +, - +, - +, -9 +, - +, -8 +, - +, - +, -8 +, - +, -8 +, - +, -0 +, -98 +, -9 +, -88 +, -8 +, - +, - +, - +0, - +8, - +, -9 +, - +, - +, - +0, - +8, - +, -9 +, - +, - +, - +, - +, - +, - +, -9 +, - +, - +, - +, - +, - +0, -9 +0, -9 +9, - +8, - +8, -8 +, - +, , , -9 +, - +0, - +9, - R SIZE # # # # LP CLSS 8 LP LENGTH PER SPCING ND COVER CSE () TOP RS () CTEGORY () 8 OTHER RS CTEGORY () R SIZE # # # # LP CLSS 0 0 LP LENGTH PER SPCING ND COVER CSE () TOP RS () CTEGORY () 0 OTHER RS CTEGORY () R SIZE # # # # LP CLSS LP LENGTH PER SPCING ND COVER CSE () TOP RS () CTEGORY () 8 OTHER RS CTEGORY () PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt DRWING FILE //0 :8:8 PM. ZONES,, & PPLY TO THE ROOF ND ZONES & PPLY TO THE WLLS.. (+) ND (-) SIGNS INDICTE PRESSURES CTING TOWRD ND WY FROM THE SURFCE, RESPECTIVELY. SEE PRPET & OVERHNG DIGRMS FOR PRESSURE DIRECTION ON THOSE ELEMENTS.. "a" DENOTES DISTNCE OF' - 0".. FOR EFFECTIVE RES ETWEEN THOSE PROVIDED, THE PRESSURE IS PERMITTED TO E INTERPOLTED. OTHERWISE USE THE PRESSURE SSOCITED WITH THE LOWER EFFECTIVE RE.. IF PRPET GRETER THN OR EQUL TO '-0" IN HEIGHT IS PROVIDED ROUND THE PERIMETER OF FLT ROOF, ZONE MY E TRETED S ZONE.. THE OVE PRESSURES RE SED ON RISK CTEGORY IIIULTIMTE DESIGN WIND SPEED OF 0 MPH. - TO CONVERT PRESSURES TO THE NOMINL DESIGN WIND SPEED OF 9 MPH, MULTIPLY OVE PRESSURES Y TO CONVERT PRESSURES TO 0 YER DESIGN WIND SPEED OF MPH, MULTIPLY OVE PRESSURES Y 0... THE COMPONENT ND CLDDING PRESSURES PROVIDED OVE RE INTENDED TO E USED FOR THE SELECTION OF MISCELLNEOUS PRE-MNUFCTURED ND ENGINEERED ELEMENTS, SSEMLIES ND SYSTEMS NOT SPECIFICLLY DESIGNED Y SDL. 8. THE COMPONENT ND CLDDING PRESSURES PROVIDED OVE RE NOT INTENDED TO E USED FOR THE DESIGN OF ELEMENTS, SSEMLIES ND SYSTEMS OUTSIDE SDL'S SCOPE OF SERVICES. 9. THE PPROPRITE WIND PRESSURES FOR THE DESIGN OF ELEMENTS, SSEMLIES ND SYSTEMS SPECIFIED TO E DESIGNED Y NOTHER REGISTERED DESIGN PROFESSIONL SHLL E DETERMINED Y THT DESIGNER IN CCORDNCE WITH THE PPLICLE S OF THE SPECIFICTIONS ND/OR THE GOVERNING UILDING CODE. CONCRETE MSONRY UNIT WLL REINFORCING LP LENGTH SCHEDULE () TENSION OR COMPRESSION LP SPLICE LENGTHS, (INCHES) FOR GRDE 0 () UNCOTED RS (); MSONRY R SIZE () LP LENGTH CSE () CSE () # # 0 # # 0 # #8 0 #9 8. LP SPLICE LENGTHS RE SED ON 0 OF THE UILDING CODE.. MULTIPLY OVE LP LENGTHS Y. FOR GRDE REINFORCING STEEL.. MULTIPLY OVE LP LENGTHS Y.0 FOR EPOXY COTED RS.. REINFORCEMENT LRGER THN #9 SHLL E SPLICED USING MECHNICL CONNECTIONS.. USE CSE UNLESS NOTED OTHERWISE ON PLNS OR DETILS. # #8 #9 #0 # LP. LP SPLICE LENGTHS RE SED ON CI 8-. ND SUS.. ND.... CTEGORY DEFINITIONS: (SEE DJCENT FIGURES FOR DDITIONL INFORMTION) CTEGORY - CODE.. OTHER CSES - DOES NOT MEET CTEGORY OR. CTEGORY CODE.. - CLER SPCING OF RS EING DEVELOPED OR SPLICED NOT LESS THN db ND CLER COVER NOT LESS THN db. CTEGORY - CODE.. - CLER COVER NOT LESS THN db ND THE CLER SPCING NOT LESS THN db.. MINIMUM LP SPLICE SHLL NOT E LESS THN INCHES.. MULTIPLY OVE LP LENGTHS Y. FOR GRDE REINFORCING STEEL.. MULTIPLY OVE LP LENGTHS Y. FOR LIGHTWEIGHT CONCRETE.. TOP RS RE DEFINED S HORIZONTL REINFORCEMENT SO PLCED THT MORE THN INCHES OF FRESH CONCRETE IS CST IN THE MEMER ELOW THE DEVELOPMENT LENGTH OR SPLICE.. COMPRESSION LPS FOR GR. 0 UNCOTED RS IN NORML WEIGHT CONCRETE WITH MINIMUM STRENGTH OF,000 PSI SHLL E 0db. USE db FOR GR. COMPRESSION LP # #8 #9 #0 # > = db > = db CTEGORY FCE OF CONCRETE > = db CTEGORY FCE OF CONCRETE = db # #8 #9 #0 # CLER SPCING T STGGERED SPLICES CLER SPCING T OFFSET COLUMN RS CLER SPCING CLER SPCING RS IN COLUMN OVE OFFSET RS FROM COLUMN ELOW COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S0-0 KWC STRUCTURL NOTES GMP Set //0 :8:8 PM

4 PROJECT No..00 DRWING FILE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8:0 PM COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE 0 0/0/ DRWN //0 :8:0 PM GMP Set PROJECT NME CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC STRUCTURL NOTES CLIENT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 S0-0

5 LEGEND C '-0" FX.X-## XX KSF INDICTES PPROXIMTE LOCTION OF GEOTECHNICL ORING, ORING NME, TOP OF PWR ELEVTION, TOP OF UGER REFUSL ELEVTION - SEE CRDNO TC GEOTECHNICL REPORT FOR FINL DT INDICTES PPROXIMTE LOCTION OF GEOTECHNICL ORING, ORING NME, TOP OF PWR ELEVTION, TOP OF UGER REFUSL ELEVTION. ELEVTIONS VISULLY INTERPOLTED FROM CIVIL TOPOGRPHIC ELEVTION - SEE TERRCON GEOTECHNICL REPORT FOR DT INDICTES PPROXIMTE EXISTING/ PROPOSED GRDE SPOT ELEVTION - SEE CIVIL DRWINGS FOR FINL ELEVTIONS "X.X" DENOTES FOOTING SIZE - SEE FOOTING SCHEDULE ON S-0 "##" DENOTES SSUMED ERING OF 0 KSF, 0 KSF, KSF - SEE GEOTECHNICL REPORT DENOTES SSUMED ERING FOR SEMENT WLL FOUNDTIONS. 90'-0" C S- T/G = 890'-0" 99'-0" 9'-0" 9'-0" KSF KSF KSF 9'-0" 9'-0" 90'-0" 908'-0" 909'-0". KSF G S- 908'-0" 90'-0" 90'-0" 8-- S-0 90'-0" '-0" 90'-0" 90'-0" C '-0" J E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM DRWING FILE 9'-0" 9'-0" 9'-0" C '-0" GENERL SHEET C SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE. LL STRIP FOUNDTIONS OR GRDE EMS UNDER WLLS RE CENTERED ON GRID U.N.O. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. 8-- INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T ELEV. RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. SEE SHEET S-0, S-, S- & S- FOR SEMENT WLL REINF. ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX 98'-0" R SPCING R SIZE NOMINL WLL SIZE (INCHES) 9'-9" 9'-0" 9'-0" 9'-0" C '-0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" '-0" 9'-0" C C '-0" 9'-0" '-0" 9' - 0" 9' - 0" ' - 0" ' - 0" S- 0 KSF 0 KSF T/G = 890'-0" S- T/G = 89'-0" 90'-0" T/G = 89'-0" T/G = 89'-0" S- 99'-0" S- G WF.0 S.F. S.F. S.F. S.F. T/G = 89'-0" G RMP UP RMP ON GRDE S- T/FOOTING = 88'-" SUMP PIT SEE /S-0 C G T/FOOTING = 88'-9" T/FOOTING = 889'-9" T/FOOTING = 890'-0" T/SL = 89'-0" DOWEL G.. RS INTO CK OF SEMENT WLL SIM WF.0 S-0 S.F. S- S S.F. 9'-0" WF.0 NOTE G F.0-0 S-0 S.F. 0 KSF 0 KSF T/SL 89'-0" SUMP PIT SEE /S-0 LEVEL P- FOUNDTION PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" T/FOOTING = 890'-0" NOTE HSS8xx/ F S-0 S-0 NOTE S-0 C G S.F. 8-- G G G S-0 SEE &/S-0 FOR CONTROL JOINTS C " CONCRETE SL W/ FIER TYPE "" ON " MINIMUM GRNULR SU-SE. (VPOR RETRDER T OCCUPIED SPCES- SEE RCH.) F.0-0 F.0-0 F.0-0 F.0-0 F.0-0 F.0-0 T/FOOTING = 88'-9" T/FOOTING = 88'-9" S-0 S.F. T/FTG = -'-0" S.F. T/FTG = -'-0" T/FTG = -'-0" S- C G G S-0 ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" F9.0- F9.0- F9.0- T/FOOTING = 88'-9" T/FOOTING = T/FOOTING = 890'-0" 889'-9" T/FTG = -'-0" TYP 8 S-0 T/FTG = -'-0" WF.0 G G G G G 8-- G 0 KSF 8-- S-0 F KSF 8-- G S-0 9'-" G KSF 0 KSF 98'-8" 98'-8" C '-0" 90'-0" 908'-0" 909'-0" 90'-0" T/G = 890'-0" 9'-0" S- 9'-0" 9'-0" 9'-0" 9'-0" S- 9'-0" 9'-0" C S- S- 98'-0" ' - 8 /" 9' - " 9' - /" ' - 9 /" 0' - 0" 0' - 0" 0' - 0" 8' - 0" 0' - " ' - 0" ' - /8" ' - /8" I H G F E. E D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 Revision Schedule 0 DTE 0/0/ DRWN S-0 KWC LEVEL P- FOUNDTION PLN GMP Set //0 :8: PM

6 ... E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM DRWING FILE LEGEND C '-0" FX.X-## GENERL SHEET XX KSF S- C C '-0" T/G = 900'-0" 9'-0" 9'-0" S- 98'-0" G INDICTES PPROXIMTE LOCTION OF GEOTECHNICL ORING, ORING NME, TOP OF PWR ELEVTION, TOP OF UGER REFUSL ELEVTION - SEE CRDNO TC GEOTECHNICL REPORT FOR FINL DT INDICTES PPROXIMTE LOCTION OF GEOTECHNICL ORING, ORING NME, TOP OF PWR ELEVTION, TOP OF UGER REFUSL ELEVTION. ELEVTIONS VISULLY INTERPOLTED FROM CIVIL TOPOGRPHIC ELEVTION - SEE TERRCON GEOTECHNICL REPORT FOR DT INDICTES PPROXIMTE EXISTING/ PROPOSED GRDE SPOT ELEVTION - SEE CIVIL DRWINGS FOR FINL ELEVTIONS "X.X" DENOTES FOOTING SIZE - SEE FOOTING SCHEDULE ON S-0 "##" DENOTES SSUMED ERING OF 0 KSF, 0 KSF, KSF - SEE GEOTECHNICL REPORT DENOTES SSUMED ERING FOR SEMENT WLL FOUNDTIONS. SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE. LL STRIP FOUNDTIONS OR GRDE EMS UNDER WLLS RE CENTERED ON GRID U.N.O. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. 8-- INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T ELEV. RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. SEE SHEET S-0, S-, S- & S- FOR SEMENT WLL REINF. ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX R SPCING R SIZE NOMINL WLL SIZE (INCHES) 98'-0" S-0 9'-9" G S-0 G G G F.0-0 F.0-0 F.0-0 T/FTG = -'-0" T/G = 900'-0" G 9'-0" S- G G C F.0-0 F.0-0 F.0-0 F.0-0 F.0-0 F.0-0 S- SEE &/S-0 FOR CONTROL JOINTS PLCES 8 S-0 G G G F.0-0 " CONCRETE SL W/ FIER TYPE "" ON " MINIMUM GRNULR SU-SE WITH VPOR RETRDER T OCCUPIED SPCES F.0-0 9'-0" 9'-0" C '-0" G G F.0-0 F.0-0 " CONCRETE SL W/ FIER TYPE "" ON " MINIMUM GRNULR SU-SE. T/FTG = -'-0" 9'-0" T/G = 900'-0" 9'-0" G G G ' - 0" 90'-0" F.0-0 F.0-0 ' - 0" ' - 0" ' - 0" T/G = 900'-0" C- 9'-0" - 9 9'-0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" S LEVEL P- FOUNDTION ND FRMING PLN S- S- S- 0 KSF T/G = 89'-0" 99'-0" T/G = 89'-0" S- C '-0" 90'-0" T/G = 89'-0" T/G = 89'-0" S- G T/SL = 90'-0" RMP UP S- P00 x ( S.F. S.F. S.F. S.F. S.F. S 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" RMP DOWN RMP ON GRDE C008 x ( P00 x ( C00 x ( C T/G = 900'-0" C0 x ( P00 x ( P00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( x C00 x ( C00 x ( C00 x ( C008 x ( C00 x ( C0 x ( C0 x ( C0 x ( P00 x (0 x 0) P00 x (0 x 0) C P00 x (0 x 0) P008 x (0 x 0) P00 x (0 x 0) P008 x (0 x 0) C C00 x ( C00 x ( C0 x ( C0 x ( P009 x ( P00 x ( P0 x ( P0 x ( P0 x ( P0 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C09 x ( C00 x ( C008 x ( S-0 C8 ( x C9 ( x S-0 S-0 T/G = 89'-0" G S-0 T/SL = 90'-0" S DOWEL G.. RS INTO FCE OF WLL T/G = 898'-0" S- S-0 8 NOTE 9'-0" G 99'-0" 9'-0" 9'-0" 9'-0" 9'-0" 90'-0" P00 x ( " ONE-WY MILD REINFORCED SL SEE /S-0 C0 ( C0 x ( P00 x ( 908'-0" 909'-0" " ONE-WY MILD REINFORCED SL SEE /S-0 C009 x ( C00 x ( C0 x ( C0 x ( NOTE P0 8 x (8 NOTE C00 x ( S-0 C00 x ( HSS8xx/ C00 x ( C00 x ( G S- T/G = 900'-0" P00 x ( P00 x ( 908'-0" C00 x ( C0 x ( C0 x ( C0 x ( C- 8 TYP S-0 C- 0 KSF 0. KSF S- G G 90'-0" P008 x ( P00 x ( C00 x ( C00 x ( C00 x ( C009 x ( 90'-0" C00 x ( C08 x ( C09 x ( P00 x ( P00 x ( C0 x ( C08 x ( DOWEL G.. RS INTO FCE OF COL, TYP 8 P08 x ( 90'-0" C C00 x ( 8 C ( x ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" S- G C C00 8 x (8 C00 8 x (8 8 C ( S-0 C 8 (8 x S-0 T STIR C ( x C 8 (8 x G 9'-" C C C0 C9 C8 90'-0" 90'-0" 90'-0" C '-0" 90'-0" 90'-0" 908'-0" 909'-0" 90'-0" 9'-0" S- 9'-0" 9'-0" 9'-0" 9'-0" S- 9'-0" 9'-0" C KSF 98'-8" S- S- 98'-8" S- T/G = 900'-0" 98'-0" ' - /" ' - 8 /" 9' - " 9' - /" ' - 9 /" ' - /8" 0' - 0" 0' - 0" 0' - 0" 8' - 0" 0' - " ' - 0" ' - /8" ' - 0 /8" 0' - 0" PPROXIMTE PROPERTY LINE J I H G F E. EM T WLL T REWY OPENING SIMILR TO EM T STIR OPENING STIR OPENING TO SHIFT TO EDGE OF WLL EM E D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC LEVEL P- FOUNDTION ND FRMING PLN GMP Set //0 :8: PM

7 LEGEND E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8:0 PM DRWING FILE S- 9'-0" STIR OPENING TO SHIFT TO EDGE OF WLL EM S- 9'-0" 98'-0" C '-0" 99'-0" FX.X-## GENERL SHEET C0 C9 C8 98'-0" C ( x C ( x S-0 INDICTES PPROXIMTE LOCTION OF GEOTECHNICL ORING, ORING NME, TOP OF PWR ELEVTION, TOP OF UGER REFUSL ELEVTION - SEE CRDNO TC GEOTECHNICL REPORT FOR FINL DT INDICTES PPROXIMTE LOCTION OF GEOTECHNICL ORING, ORING NME, TOP OF PWR ELEVTION, TOP OF UGER REFUSL ELEVTION. ELEVTIONS VISULLY INTERPOLTED FROM CIVIL TOPOGRPHIC ELEVTION - SEE TERRCON GEOTECHNICL REPORT FOR DT INDICTES PPROXIMTE EXISTING/ PROPOSED GRDE SPOT ELEVTION - SEE CIVIL DRWINGS FOR FINL ELEVTIONS "X.X" DENOTES FOOTING SIZE - SEE FOOTING SCHEDULE ON S-0 "##" DENOTES SSUMED ERING OF 0 KSF, 0 KSF, KSF - SEE GEOTECHNICL REPORT SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. 8-- INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T ELEV. RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. SEE SHEETS S-0, S- FOR SEMENT WLL REINF. ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX R SPCING R SIZE NOMINL WLL SIZE (INCHES) S-0 9'-9" C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( " ONE-WY MILD REINFORCED SL SEE /S RMP UP RMP DOWN C008 x ( P00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C00 x ( C008 x ( P00 x (0 x 0) C00 x ( P00 x (0 x 0) C00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C00 x ( C0 x ( C0 x ( C00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C00 x ( C009 x ( P00 x (0 x 0) C00 x ( P008 x (0 x 0) P00 x (0 x 0) P008 x (0 x 0) P0 x ( P0 x ( P0 x ( P08 x ( P09 x ( P00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C09 x ( C00 x ( x C0 x ( C0 x ( C00 ( C00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C00 x ( C00 x ( x C0 x ( C0 x ( C00 x ( C00 x ( P00 x ( P00 x ( C09 x ( C08 x ( C0 ( C0 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C00 x ( P009 x ( P00 x ( P0 x ( C0 x ( P0 x ( P0 x ( P0 x ( 9'-0" C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( P08 x ( C0 x ( P0 x ( P08 x ( P09 x ( 9'-0" C0 x ( P0 x ( P0 x ( P0 x ( C0 x ( P0 x ( P0 x ( P0 x ( C0 x ( P0 x ( P00 x ( C0 x ( C0 x ( C08 x ( C08 x ( C09 x ( 9'-0" 9'-0" 9'-0" 9'-0" 90'-0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 9'-0" 90'-0" 90'-0" 99'-0" P09 x ( 9'-0" P00 x ( P00 x ( C00 x ( P0 x ( C0 x ( x 8 S- S- S- S- S- S- S- C00 x ( S- S-0 T/SL = 9'-0" C8 ( x C9 ( x NOTE P0 8 x (8 NOTE P0 x ( P0 x ( P00 x ( P0 x ( P08 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C08 x ( C09 x ( S-0 T STIR T/SL = 9'-0" LEVEL P- FRMING PLN S 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" C00 x ( C00 x ( C00 x ( S-0 S-0 S C0 x ( 8 S-0 9'-0" C0 x ( C0 x ( C0 x ( P0 x ( P0 ( x ( NOTE P0 x ( C00 x ( 99'-0" 9'-0" 9'-0" S-0 9'-0" 9'-0" 90'-0" C08 ( HSS8xx/ C00 x ( C0 x ( C00 x ( P0 x ( P0 x ( P0 x ( 908'-0" 909'-0" C0 x ( S- " ONE-WY MILD REINFORCED SL SEE /S-0 P00 x ( P09 x ( P08 x ( 908'-0" 90'-0" C08 x ( C0 x ( TYP 8 S-0 S- P0 x ( P0 x ( P0 x ( 90'-0" C C00 x ( C00 8 x (8 C0 x ( 8 8 P08 x ( C09 x ( C00 8 x (8 C0 x ( 90'-0" C C00 x ( 8 C ( x C ( x ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" 8-- C ( 8-- S-0 S-0 T STIR S-0 9'-" C C C0 C9 C8 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 908'-0" 909'-0" 90'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 98'-8" S- 9'-0" S- S- S- 98'-8" S- 98'-0" ' - /" ' - 8 /" 9' - " 9' - /" ' - 9 /" ' - /8" 0' - 0" 0' - 0" 0' - 0" 8' - 0" 0' - " ' - 0" ' - /8" ' - 0 /8" 0' - 0" J I H G F E. EM T WLL T REWY OPENING SIMILR TO EM T STIR OPENING STIR OPENING TO SHIFT TO EDGE OF WLL EM E D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC LEVEL P- FRMING PLN GMP Set //0 :8:0 PM

8 . GENERL SHEET STIR DESIGNER TO EXTEND STRINGERS TO INCLUDE LNDING E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM DRWING FILE 8 S-0 SITE WLL SEE CIVIL FOR LOCTION S- DRIVE SUPPORT LEDGE SEE /S- 9'-0" STIR OPENING TO SHIFT TO EDGE OF WLL EM PPROX. PROPERTY LINE S- 9'-0" '-0" '-0" SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. 8-- C 98'-0" INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX S-0 C ( x C 8 (8 x S-0 9'-9" C0 x ( x ) C000 x ( x ) C00 x ( x ) T/SL = 9'-0" 9'-0" C00 x ( x ) 9'-0" C00 x ( x ) C0 0 x (0 x 0) C08 0 x (0 x 0) C09 0 x (0 x 0) C00 0 x (0 x 0) C0 x ( 0 x 0) C0 x ( 0x 0) C00 x ( 0x 0) P00 x ( 0 x 0) P00 x ( x ) P000 x ( 0 x 0) C00 x ( 0x 0) C0 x ( 0x 0) P00 x ( x ) P00 x ( 0 x 0) P00 ( x ( 0 x 0) x 0) C00 x ( 0x 0) P00 x ( x ) P00 x ( 0 x 0) C00 x ( 0x 0) C0 x ( 0x 0) C0 x ( 0x 0) C008 x ( 0x 0) C009 x ( 0x 0) C00 x ( 0x 0) C0 x ( 0x 0) C008 x ( 0x 0) 8 S- " C0 x ( x ) C0 x ( x ) C0 x ( x ) C009 x ( 0x 0) SITE WLL SEE CIVIL FOR LOCTION S- S S 0 S- C000 x ( x ) C00 x ( x ) C00 x ( x ) C00 x ( x ) S S8 SSUMED RE OF DRIVE THRU HTCH S S8 S- S- " ONE-WY MILD REINFORCED SL. SEE /S-0 " ONE-WY MILD REINFORCED SL SEE /S-0 C00 x ( 0x 0) STEM WLL ON FND WLL STOPS HERE SEE RCH S-0 P00 x ( 0 x 0) T/SL = 9'-" C0 x ( 0x 0) C0 x ( 0x 0) 9'-0" 9'-0" P00 x ( x ) P00 x ( x ) P008 x ( 0 x 0) S-0 DRIVE SUPPORT LEDGE SEE /S- SITE WLL SEE CIVIL FOR LOCTION T/SL = 9'-" C08 x ( x ) 9'-0" 9'-0" P009 x ( x ) P00 x ( x ) P0 x ( x ) 90'-0" C09 x ( x ) C08 x ( x ) x S- S- S- S- 90'-0" 90'-0" 99'-0" S- C0 x ( x ) C0 x ( x ) 9'-0" RMP UP RMP DOWN S- C008 x ( P00 x ( C00 x ( P00 x ( C00 x ( C00 x ( P00 x ( C00 x ( x ) 9'-0" C0 x ( C0 x ( C0 x ( C0 x ( 9'-0" 8 C0 x ( C0 x ( C0 x ( 9'-0" 9'-0" C0 x ( C0 x ( C0 x ( C00 x ( 90'-0" C0 x ( x ) C008 x ( T/SL = 9'-0" P00 x (0 x 0) C00 x ( C00 x ( RMP UP C0 x ( C0 x ( C0 x ( T/SL = 9'-" C0 x ( C009 x ( P00 x (0 x 0) P00 x (0 x 0) P008 x (0 x 0) C0 x ( C0 x ( C00 x ( P00 x (0 x 0) P008 x (0 x 0) C00 x ( 908'-0" 909'-0" C00 x ( C0 x ( x ) C09 ( x ) C00 x ( x ) C0 x ( x ) C0 x ( x ) C08 x ( x ) S- C08 x ( x ) C09 x ( x ) C00 x ( x ) x C0 x ( x ) x C08 x ( x ) C09 x ( x ) C00 x ( x ) PPROXIMTE LIMITS OF FETHERED TOPPING SL 9'-" MX (SEE RCH) P00 x ( S-0 C00 x ( 908'-0" P00 x ( " ONE-WY MILD REINFORCED SL SEE /S-0 P0 x ( x ) P08 x ( x ) P09 x ( x ) P00 x ( x ) P0 x ( x ) P0 x ( x ) P0 x ( x ) S- S- C0 ( x ) 8 C0 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( C0 x ( C00 x ( 90'-0" S- C00 x ( C00 x ( C00 x ( S-0 C00 x ( P00 x ( C09 x ( C08 x ( 8 C0 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" DRIVE SUPPORT LEDGE SEE /S- '-0" '-" T/SL = 9'-0" T/SL = 9'-" C0 x ( x ) C0 x ( x ) x S- S-0 S-0 S-0 C0 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" P0 x ( x ) P0 x ( x ) P0 x ( x ) C0 x ( x ) C0 x ( x ) C0 ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) C08 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) C08 x ( x ) C0 x ( x ) C0 x ( x ) C0 x ( x ) T/SL 9'-" LEVEL FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" P0 x ( x ) P0 x ( x ) P0 x ( x ) S- C8 ( x C9 ( x S S 9'-0" 99'-0" P0 x ( x ) P0 x ( x ) P0 x ( x ) 9'-0" HSS8xx/ S-0 NOTE C00 x ( x ) 8 S- SIM S- P00 x ( x ) P08 x ( x ) T/SL = 9'-" P09 x ( x ) P0 x ( x ) P0 x ( x ) P0 x ( x ) 0 S-0 SIM. 90'-0" 90'-0" P00 x ( S-0 P ( 8" ONE-WY MILD C09 x ( x ) " ONE-WY MILD REINFORCED SL REINFORCED SL SEE /S-0 SEE /S PSI (HTCHED RE) 8 NOTE S-0 S- S- C0 ( x ) C08 x ( x ) C09 x ( x ) C00 x ( x ) C0 x ( x ) C0 x ( x ) NOTE C0 x ( x ) S-0 S-0 C ( x P00 x ( 8 S- C ( C00 x ( C09 x ( LODING DOCK SEE /S-0 SEE RCH S-0 S-0 T STIR C ( x C 8 (8 x S-0 9'-" C 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 90'-0" 908'-0" 909'-0" 90'-0" 9'-0" S-0 9'-0" 9'-0" 9'-0" 9'-0" S- 9'-0" 9'-0" 9 S-0 DETENTION VULT SEE CIVIL SEE RCH OUTSIDE GRDE = 99' 98'-8" S- S- 98'-8" S- SITE WLL SEE CIVIL FOR LOCTION 98'-0" ' - /" ' - 8 /" ' - 9 /" ' - /8" 9' - " 0' - 0" 0' - 0" 0' - 0" 8' - 0" 0' - " S- ' - 0" ' - /8" ' - 0 /8" 0' - 0" I H G F J E. EM T WLL T REWY OPENING SIMILR TO EM T STIR OPENING STIR OPENING TO SHIFT TO EDGE OF WLL EM E D. D C. C. PPROX. PROPERTY LINE COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC LEVEL FRMING PLN GMP Set //0 :8: PM

9 STRT COL. SEE /S8-0 ( LOCTIONS) J I H G F E. E D. D C.. RMP DOWN ' - 8 /" C00 x ( C0 x ( C0 x ( x C0 ( C0 x ( x P00 x ( P00 x ( P00 x ( P00 x ( P00 x ( C0 ( P0 x ( P0 x ( P0 x ( P0 x ( P0 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C08 x ( C09 0 x (0 C00 0 x (0 C00 0 x (0 C0 0 x (0 C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( x P0 x ( P0 x ( C0 x ( C0 x ( C0 x ( P0 x ( C09 x ( C00 x ( C0 x ( C0 x ( C0 x ( x ) C0 x ( C0 x ( C0 x ( P0 x ( C0 x ( C0 x ( P0 x ( P0 x ( P08 0 x (0 P09 0 x (0 P00 0 x (0 P09 x ( C00 x ( C00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( P00 x ( P09 x ( C00 x ( C00 x ( C0 x ( C0 x ( C08 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( P0 x ( P0 x ( P0 x ( P0 x ( P00 x ( P0 x ( P0 x ( P08 x ( P00 x ( 8x 8) P0 x ( x ) P00 x ( P0 x ( 8x 8) C0 x ( P0 x ( P0 x ( P0 x ( P08 x ( P0 x ( P0 0 x (0 P0 0 x (0 P08 x ( P0 x ( C00 0 x (0 C0 x ( C008 x ( C0 x ( C0 x ( C0 x ( C009 x ( P0 x ( C009 x ( P00 0 x (0 x 0) P008 0 x (0 x 0) C0 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C0 x ( C0 x ( C00 x ( C0 x ( C00 x ( C0 x ( C00 x ( C00 x ( C0 x ( C0 x ( C00 x ( C0 x ( C0 x ( C0 x ( C00 x ( P0 x ( C00 x ( C008 x ( P009 0 x (0 x 0) " ONE-WY MILD REINFORCED SL SEE /S-0 P00 0 x (0 x 0) P009 0 x (0 x 0) P00 0 x (0 x 0) P0 x ( P0 x ( P0 x ( P0 x ( P09 x ( P00 x ( P0 x ( C09 x ( C00 x ( C0 x ( C0 x ( C08 ( P0 x ( 8x 8) P09 x ( P0 x ( x ) P0 x ( P0 x ( C00 x ( P00 x ( GENERTOR PDS COORD. W/ MECH. C0 x ( STOREFRONT C.I.P. CNOPIES- SEE RCH. S- C0 ( x C ( x C00 x ( C00 x ( C0 x ( C0 x ( S-0 S- S- P00 x ( S- S-0 0 S- C00 8 x (8 S- S- " DEPRESSION FOR SNDWICH SL ELEVTOR PIT C09 x ( x ) " SL C00 x ( " DEPRESSION FOR SNDWICH SL T/SL = 99'-" STOREFRONT C.I.P. CNOPIES- SEE RCH. 0 S- S-0 S- C C0 x ( " " P0 x ( P0 x ( P09 x ( P0 x ( C00 x ( ' - 8 /" ' - /" 0' - 0" ' - 0 /8" ' - /8" ' - /8" ' - 9 /" ' - 0" 9' - /" 0' - " 9' - " 8' - 0" 0' - 0" 0' - 0" 0' - 0" STRT COL. GENERL SHEET S-0 S-0 S-0 S- T/SL = 90'-0" 8 S-0 C00 8 x (8 8 " ONE-WY MILD REINFORCED SL SEE /S-0 " " ONE-WY MILD REINFORCED SL SEE /S-0 " P0 8 x (8 9 S- P08 x ( C ( x C 8 (8 x C ( x 8 " ONE-WY MILD REINFORCED SL SEE /S-0 C ( x C 8 (8 x P08 x ( 9 NOTE 0 C0 x ( 8 C ( x C0 x ( C0 x ( C0 x ( C0 x ( 8 S- T/SL 90'-0" 8 S- 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" S- ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0". SIM. RMP SPLIT EL. = 9'-0" RMP SPLIT EL. = 9'-0" FOR HNGERS ELOW HSS8xx/ NOTE C0 x ( S-0 NOTE S-0 SIM 8 SIM. SIM. 9 S-0 SIM. SIM. SIM. NOTE FOR HNGERS ELOW STRT COL. STRT COL S- C 8 (8 x C 8 (8 x P0 x ( S S S S-0 C0 x ( PRKING COLUMN STOPS T FLOOR (0 LOCTIONS) C ( x P0 x ( SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. 8-- INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX S-0 S-0 PROJECT No..00 COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN PROJECT NME CLIENT NME SIM. C09 x ( C08 x ( DRWING FILE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM 0 0/0/ //0 :8: PM GMP Set CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC LEVEL FRMING PLN Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 LEVEL FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" S-0

10 . S- C0 ( x 0 S- " ONE-WY MILD REINFORCED SL SEE /S-0 C 8 (8 x GENERL SHEET SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. S- C0 ( x C0 ( x C0 ( x C 8 (8 x C 8 (8 x C 8 (8 x INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:0 PM DRWING FILE S- P00 0 x (0 P00 0 x (0 P00 0 x (0 C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C08 x ( P000 x ( C000 x ( C000 x ( C000 x ( C000 x ( C000 x ( P000 x ( C000 x ( C000 x ( C000 x ( C000 x ( C000 x ( C000 x ( C000 x ( C000 x ( C00 x ( P00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( P00 x ( C00 x ( C000 x ( C000 x ( C000 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( T/SL = 9'-" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" C000 x ( C00 x ( C00 x ( C0 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( x C00 x ( P00 x ( P0 x ( P0 x ( C00 x ( C00 x ( C08 x ( C09 x ( C09 x ( P0 x ( P0 x ( P0 x ( P0 x ( P0 x ( P0 x ( C008 x ( C00 x ( P09 x ( x ) P08 x ( P0 x ( C009 x ( C00 x ( C0 x ( S- S- C ( x C ( x C 8 (8 x OPENINGS TO SHIFT TO FCE OF EM S- 8' - 0" SSUMED RE OF INCRESED LIVE LOD T EMS/GIRDERS " ONE-WY MILD REINFORCED SL SEE /S-0 C00 x ( P0 x ( P0 x ( P0 x ( C00 x ( P00 x ( P09 x ( P08 x ( C0 x ( C000 x ( C0 x ( C000 x ( C0 x ( C00 x ( C0 x ( P00 x ( C0 x ( C00 ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( C08 x ( S- C09 x ( S-0 S- C ( x C ( x NOTE C09 x ( S-0 LEVEL FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" C ( x C ( x C00 x ( S-0 P0 x ( P0 x ( P0 x ( NOTE C ( x C09 x ( P00 x ( P0 x ( P0 x ( P0 x ( P0 x ( C ( x HSS8xx/ NOTE C ( x C00 x ( C09 x ( C ( x P0 x ( P0 x ( P0 x ( C00 x ( C000 x ( C00 x ( P00 x ( C ( x C ( x NOTE C00 x ( C09 x ( P0 x ( P0 x ( P0 x ( C00 x ( C09 x ( P0 x ( P0 x ( P00 x ( C00 x ( C00 x ( ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" C 8 (8 x C ( x OPENINGS TO SHIFT TO FCE OF EM S- P00 0 x (0 P008 0 x (0 P009 0 x (0 S- ' - /8" ' - 8 /" ' - 9 /" 9' - " 0' - 0" ' - 0 /8" ' - /8" ' - 0" 0' - " F E. E D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC LEVEL FRMING PLN GMP Set //0 :9:0 PM

11 . GENERL SHEET SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE 0. INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM DRWING FILE S- P0 0 x (0 P0 0 x (0 P0 0 x ( INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( C0 x ( P000 x ( C000 x ( C000 x ( C000 x ( C000 x ( C00 x ( P000 x ( C000 x ( C000 x ( C000 x ( C000 x ( C00 x ( P00 x ( P00 x ( P00 x ( P00 x ( C00 x ( C0 x ( P00 x ( x C0 x ( C0 x ( C0 x ( C0 x ( C008 ( C00 x ( C00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C0 x ( T/SL = 9'-0" C0 x ( 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" P00 x ( C0 x ( C00 x ( C00 x ( C0 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( x C00 x ( P0 x ( P0 x ( P08 x ( S- S- S- C ( x C ( x C00 x ( C00 x ( C0 x ( C0 x ( C0 x ( C 8 (8 x P0 x ( P00 x ( OPENINGS TO SHIFT TO FCE OF EM P09 x ( S- P09 x ( P00 x ( P0 x ( C00 x ( P0 x ( P0 x ( P0 x ( " ONE-WY MILD REINFORCED SL SEE /S-0 C00 x ( P09 x ( P00 x ( x ) C00 x ( P0 x ( P0 x ( P0 x ( C0 x ( P00 x ( C00 x ( C00 x ( x C0 x ( P00 x ( C0 x ( P00 x ( C00 ( C009 x ( P00 x ( C0 x ( C0 x ( C0 x ( C00 ( C00 x ( C00 x ( C00 x ( C00 x ( C00 x ( C09 x ( C09 x ( C09 x ( C00 x ( C ( x C0 x ( C0 x ( C ( x T/EM 98'-" P08 x ( S- STRT COL. S-0 C ( x C ( x NOTE C0 x ( C ( x S-0 LEVEL FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" C ( x C ( x S-0 C08 x ( C ( x NOTE C ( x P0 x ( P0 x ( P0 x ( C0 x ( P00 x ( P008 x ( P009 x ( P00 x ( P0 x ( C ( x C00 8 x (8 C ( x C ( x HSS8xx/ NOTE C ( x C00 x ( C0 x ( C ( x P0 x ( P0 x ( P0 x ( C ( x NOTE C00 x ( C0 x ( P0 x ( P00 x ( P09 x ( C ( x C00 x ( C0 x ( P0 x ( P0 x ( P0 x ( C0 x ( C00 x ( C08 x ( ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" C 8 (8 x C ( x OPENINGS TO SHIFT TO FCE OF EM S- P0 0 x (0 P0 0 x (0 P0 0 x (0 S- ' - 8 /" ' - /8" ' - 9 /" 9' - " 0' - 0" ' - 0 /8" ' - /8" ' - 0" 0' - " F E. E D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC LEVEL FRMING PLN GMP Set //0 :8: PM

12 GENERL SHEET SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE 0. INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T " MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. HSS8xx/ DIVIDER EMS TO E INSTLLED IN LINE WITH HSS 8xx/ VERTICL GUIDERIL CKUP STEEL COMING FROM FLOOR ELOW. T/HSS TO E 9" ELOW OTTOM OF " SL OVE. SEE / FOR CONNECTIONS TO SUPPORTING EMS. LIFE LINE ND HOIST EMS TO E PROVIDED Y ELEV. CONTRCTOR ND INSTLLED Y GENERL CONTRCTOR. XX INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM DRWING FILE S- S- P090 0 x (0 P080 0 x (0 x 0) P080 0 x (0 x 0) C0809 x ( 0x 0) C080 x ( 0x 0) C08 x ( 0x 0) C08 x ( 0x 0) P08 x ( 0x 0) P0800 x ( 0x 0) C0800 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) T/SL = 980'-" P0800 x ( 0x 0) C0800 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) C080 x ( 0x 0) C0808 x ( 0x 0) P080 x ( 0x 0) " ONE-WY MILD REINFORCED SL S- S- SEE /S-0 S- S- C08 x ( C08 x ( C08 x ( C088 x ( 0x 0) S- C089 x ( 0x 0) C080 x ( 0x 0) C08 x ( 0x 0) C08 x ( 0x 0) C08 x ( C08 x ( C08 x ( C090 x ( C090 x ( C090 x ( C090 x ( C0908 x ( x C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C0909 ( C09 x ( T/SL = 98'-" T/EM 98'-0" 9 ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" S- 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" C080 x ( 0x 0) C090 x ( C09 x ( C080 x ( 0x 0) C080 x ( 0x 0) C09 x ( x C090 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C090 x ( P090 x ( P080 x ( x ) P080 x ( x ) C ( x S- C ( x C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C 8 (8 x P080 x ( x ) P080 x ( x ) OPENINGS TO SHIFT TO FCE OF EM P090 x ( S- P0808 x ( P0809 x ( x ) P080 x ( x ) C08 x ( C09 x ( P08 x ( x ) P08 x ( x ) P08 x ( STRT COL. C08 x ( C09 x ( P08 x ( x ) P08 x ( x ) P08 x ( " ONE-WY MILD REINFORCED SL SEE /S-0 C09 x ( P08 x ( x ) P08 x ( x ) P08 x ( C09 x ( C09 x ( C09 x ( C09 x ( C098 x ( C ( x C09 x ( TYP T TRNS. S- C08 x ( 0x 0) C08 x ( 0x 0) C09 x ( C ( x STRT COL. C088 x ( C ( x C09 x ( C ( x S- STRT COL. C089 x ( S-0 S-0 S-0 LEVEL FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" C ( x C098 x ( C ( x C ( x P089 x ( x ) P08 x ( P08 x ( 0x 0) P08 x ( x ) P08 x ( 0x 0) P08 x ( 0x 0) P088 x ( x ) P089 x ( 0x 0) P088 x ( x ) STRT COL. C080 x ( OUTLINE OF ELEVTOR SHFT ELOW C09 x ( NOTE C09 x ( C099 x ( P080 x ( P08 x ( x ) P08 x ( x ) NOTE C090 x ( C09 x ( C09 x ( S- P080 x ( x ) P080 x ( x ) P090 x ( C 8 (8 x C0808 x ( 0x 0) C ( x C098 x ( C ( x C09 x ( C090 x ( P080 x ( x ) P080 x ( x ) P090 x ( P080 x ( 0x 0) C09 ( C09 x ( C09 x ( OPENINGS TO SHIFT TO FCE OF EM C099 x ( C09 x ( C09 x ( P090 0 x (0 P080 0 x (0 x 0) P080 0 x (0 x 0) S- S- ' - 8 /" ' - /8" ' - 9 /" 9' - " 0' - 0" ' - 0 /8" ' - /8" ' - 0" 0' - " F E. E D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-08 KWC LEVEL FRMING PLN GMP Set //0 :8: PM

13 GENERL SHEET SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE 0. INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8:8 PM DRWING FILE.... S- 8-- P090 0 x (0 P090 0 x (0 INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX S- S- S- S- C090 x ( C090 x ( C090 x ( C090 x ( C090 x ( C090 x ( C090 x ( C0908 x ( C0909 x ( C090 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( T/SL = 99'-8" C090 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C090 x ( P090 x ( P090 x ( C ( x C ( x C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C 8 (8 x P090 x ( OPENINGS TO SHIFT TO FCE OF EM P090 x ( P090 x ( P090 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( P0908 x ( P090 x ( C09 x ( P090 x ( P0909 x ( " ONE-WY MILD REINFORCED SL SEE /S-0 C09 x ( 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" P09 x ( P09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C098 x ( C09 x ( C09 x ( S-0 C ( x C09 x ( C ( x C098 x ( P09 x ( P09 x ( S-0 C09 x ( C09 x ( C099 x ( S- S- C ( x C ( x S-0 LEVEL FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" C ( x P090 x ( P090 x ( C099 x ( C09 x ( C090 x ( C090 x ( C09 x ( C09 x ( P090 x ( P090 x ( C 8 (8 x C098 x ( C ( x C ( x C09 x ( C090 x ( OPENINGS TO SHIFT TO FCE OF EM P090 x ( P090 x ( C099 x ( C09 x ( C09 x ( P090 0 x (0 P090 0 x (0 S- ' - /8" ' - 8 /" 0' - 0" ' - 0 /8" ' - /8" ' - 9 /" D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-09 KWC LEVEL FRMING PLN GMP Set //0 :8:8 PM

14 GENERL SHEET SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE 0. INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8:0 PM DRWING FILE S- INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) P090 0 x (0 P090 0 x (0 R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX S- S- S- S- C090 x ( C090 x ( C090 x ( NOTE C090 x ( C090 x ( C090 x ( C090 x ( C0908 x ( C0909 x ( C090 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( T/SL = 008'-0" C090 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C090 x ( P090 x ( P090 x ( C ( x C ( x C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C 8 (8 x P090 x ( OPENINGS TO SHIFT TO FCE OF EM P090 x ( P090 x ( P090 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( P0908 x ( P090 x ( C09 x ( P090 x ( P0909 x ( " ONE-WY MILD REINFORCED SL SEE /S-0 C09 x ( 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" P09 x ( P09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C09 x ( C098 x ( C09 x ( C09 x ( S-0 NOTE C ( x C ( x C09 x ( S-0 C ( x C098 x ( C ( x P09 x ( P09 x ( S-0 C09 x ( C09 x ( C099 x ( S- S- LEVEL FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" P090 x ( P090 x ( C099 x ( C09 x ( C090 x ( C090 x ( C09 x ( C09 x ( P090 x ( P090 x ( C 8 (8 x C ( x C098 x ( C ( x C09 x ( C090 x ( P090 x ( OPENINGS TO SHIFT TO FCE OF EM P090 x ( C099 x ( C09 x ( C09 x ( P090 0 x (0 P090 0 x (0 S- ' - /8" ' - 8 /" 0' - 0" ' - 0 /8" ' - /8" ' - 9 /" D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC LEVEL FRMING PLN GMP Set //0 :8:0 PM

15 GENERL SHEET SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE 0. INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O. E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM DRWING FILE.... S C00 x ( C0 x ( INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) P0 0 x (0 P0 0 x (0 R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX S-0 S-0 C0 x ( LIGHTWEIGHT TOPPING SL ON SLOPED FRMING SEE /S-0 C0 x ( TOP OF TOPPING = 0'-8" C x ( STRT COL SEE 8/S8-0 C.I.P ROOF CORNICE S-0 STRT COL Wx0 T/SL 0'-0" P x ( P x ( P x ( P x ( P x ( P x ( P x ( P8 x ( P9 x ( P0 x ( Wx0 C ( x COOLING TOWER SEE MECH 8000 LS S-0 WINDOW WSHING TIE-CK S S S S0 S SEE /S-0 Wx0 (SEE RCH FOR LOCTIONS) T/SL = S-0 0'-" C x ( C x ( C x ( C x ( C x ( C x ( C x ( C x ( C x ( C x ( C0 x ( C0 x ( P0 0 x (0 P0 0 x (0 C ( x C8 x ( C08 x ( C09 x ( C08 x ( P0 0 x (0 P0 0 x (0 C9 x ( C09 x ( P08 0 x (0 P0 0 x (0 T/SL = C x ( C x ( C x ( 0'-" 0'-" C x ( C09 x ( C09 x ( P09 0 x (0 C09 x ( C09 x ( Wx0 SLOPE DOWN SLOPE DOWN " ONE-WY MILD REINFORCED SL SEE /S-0 C x ( C8 x ( C8 x ( C8 x ( C8 x ( C8 x ( C8 x ( C8 x ( C00 x ( C 8 (8 x OPENINGS TO SHIFT TO FCE OF EM C0 x ( C0 x ( SEE /S8-0 S C0 x ( S- P0 0 x (0 S 8 S-0 T/SL 0'-0 /" S-0 T/SL 0'-0 /" S-0 P 0 x (0 C09 x ( C09 x ( T/SL = C x ( 0'- /" C x ( P 0 x (0 S9 S- S- 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" S C ( x C ( x C ( x P 0 x (0 P 0 x (0 ROOF FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" C ( x C09 x ( C09 x ( C x ( S8 T/SL = 0'-" C ( x P 0 x (0 P 0 x (0 C x ( C09 x ( C09 x ( C09 x ( C0 x ( P8 0 x (0 P 0 x (0 C0 x ( C x ( C09 x ( P8 0 x (0 P 0 x (0 C8 x ( C8 x ( C.I.P ROOF CORNICE C0 x ( C0 x ( P0 0 x (0 P9 0 x (0 S-0 C x ( P x ( C x ( C x ( C x ( C9 x ( C0 x ( C0 x ( C0 x ( SEE 8/S8-0 STRT COL P0 0 x (0 P0 0 x (0 C00 x ( C0 x ( ' - /8" 0' - 0" ' - 0 /8" ' - /8" ' - 9 /" S-0 ' - 8 /" D. D C. C. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S- KWC ROOF FRMING PLN GMP Set //0 :8: PM

16 " ONE-WY MILD REINFORCED SL SEE /S-0 C ( x C ( x C ( x C ( x T/SL = 0'-8" D. D C.. C0 ( x C ( x C ( x C ( x C ( x C0 ( x ' - 8 /" 0' - 0" ' - 0 /8" ' - /8" ' - 9 /" LIGHT GGE FRMED ROOF WITH STRUCTURL CEMENT FIER ORD ON LOD ERING LIGHT GGE WLLS OPEN C ( x C ( x C ( x C ( x S-0 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" S-0 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" C ' - /8" COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN PROJECT NME CLIENT NME GENERL SHEET SEE S0 SERIES FOR STRUCTURL NOTES. LL ELEVTIONS GIVEN RE SED ON SOLUTE DTUM. TOP OF SL ELEVTIONS RE PPROXIMTE. SEE RCH. DRWINGS FOR TOP OF SL ELEVTIONS, SL SLOPES, ND EDGE OF SL DIMENSIONS. SEE S8 SERIES FOR COLUMN SCHEDULE ND DETILS. "G#" INDICTES GRDE EM TYPE. SEE S-0 FOR DETILS. "S.F." INDICTED STEPPED FOOTING OR STEPPED GRDE EM. SEE /S-0 FOR STEPPED GRDE EM DETIL ND SEE /S-0 FOR STEPPED FOOTING DETIL. SEE S SERIES FOR TYPICL FOUNDTION DETILS. LL FOUNDTIONS RE CENTERED UNDER COLUMNS/WLLS UNLESS NOTED OTHERWISE. TOP OF FOUNDTION ELEVTIONS SHLL E S FOLLOWS UNLESS NOTED OTHERWISE ON PLN: INTERIOR FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE IN VICINITY OF FOUNDTION. PERIMETER FOUNDTIONS: '-0" ELOW LOWEST FINISHED GRDE 0. INDICTES NON-LOD ERING CMU WLL. SEE S-0 FOR TYPICL MSONRY DETILS. COORDINTE WITH RCH. DRWINGS FOR LOCTIONS. SEE DETIL /S-0 FOR THICKENED SL DETILS T SE. LL CMU WLLS SHLL TYPICLLY E REINFORCED WITH ()# CENTERED IN GROUT FILLED CELLS T 8" MX. WITH DOWELS TO FOOTINGS, THICKENED SL, OR STRUCTURE U.N.O INDICTES WLL REINFORCEMENT DIFFERENT FROM THE TYPICL. LL REINFORCEMENT TO E CENTERED IN CELLS U.N.O. LL REINFORCED CELLS SHLL E GROUTED SOLID. LL MSONRY WLLS SHLL HVE LDDER TYPE HORIZONTL REINFORCING (MIN. NO.9 SIDE " U.N.O.) R SPCING R SIZE NOMINL WLL SIZE (INCHES) ELEVTOR GUIDE RIL CKUP TUES. COORDINTE NUMER ND LOCTION WITH ELEVTOR MNUFCTURER. SEE /S-0 FOR DETIL. T CMU WLLS, PROVIDE FULL GROUT WITH REINF. T RILS. COORD. W/ MNUF. "C#" INDICTES MILD REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. "P#" INDICTES P.T. REINFORCED CONCRETE EM. SEE S SERIES FOR SCHEDULE ND DETILS. INDICTES ONE-WY MILD REINFORCED SL. SEE S-0 FOR SCHEDULE ND DETILS. XX S- T/SL = 0'-" C0 ( x C0 x ( C0 ( x C00 x ( T/SL = 08'-0" C0 x ( C0 x ( C0 x ( C00 x ( C0 x ( C0 x ( 8 PROJECT No..00 SIM DRWING FILE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8: PM 0 0/0/ //0 :8: PM GMP Set CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC HIGH ROOF FRMING PLN Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 HIGH ROOF FRMING PLN 0' ' - " 0' - 8" ' - " SCLE= /" = '-0" S-

17 VERIFY "W" & "H" DIMENSIONS WITH RCH. DRWINGS W W #@" PROPERTY LINE STRINGER (Y STIR SUPPLIER) Lxx/ W/ /" DI. EXPNSION NCHOR, " MIN. EMEDMENT # CONTINUOUS OTTOM H #@" (MIN. -R) H #@" E.F. (MIN. -ROW) FOUNDTION WLL PREFORMED JOINT FILLER T/SL " 0" #@" ' - " SEE CIVIL 8" #@" ' - 0" ' - 0" ROUGHEN SURFCE #@" "W" = LESS THN 8" (H = '-0" MX.) ROUGHEN SURFCE "W" = 8" OR MORE (H = '-0" MX.) #@" E.F. '-0" # CONT. FINISHED GRDE OR T/SL SEE RCH. ND CIVIL DWGS TYPICL THICKENED SL T STIR STRINGER 0 TYPICL CONCRETE CUR DETILS TYPICL EDGE OF S.O.G. DETIL E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8:8 PM DRWING FILE ' - 0" (MX.) ' - 0" ' - " ' - 0" " MIN. 8 NOTE: FOR LNDING COLUMN LOCTIONS - SEE RCH. EQ EQ #@" #@" x KEY " FINISHED GRDE #@" x KEY FINISHED GRDE ' - 0" T/CUR DOWELS TO MTCH CMU REINF. #@8" T& HSS.00x0. / 8# CONT. #@" T& TYPICL RETINING WLL. '-0" ' - 0" SQURE FINISHED GRDE OR T/SL SEE RCH. ND CIVIL DWGS 8" ' - 0" DRIN PIPE COORD. W/ RCH. CIVIL GRNULR CKFILL #@" TYPICL RETINING WLL 8" CMU WLL- FOR REINFORCING SEE /S-0 FOR DETILS NOT SHOWN FIER REINF. CONCRETE SE PLTE /8"x0"x0" W/ () /" DI.. x" LONG HEDED " E.W. FIER REINF. CONCRETE # E.W. TYPICL STIR SUPPORT COLUMN 0 DRIN PIPE COORD. W/ RCH. CIVIL GRNULR CKFILL ' - 0" # CONTINUOUS ' - 0" # CONTINUOUS CMU WLL " MIN. " CONCRETE COLUMN WITH # FELT WRP 8" TO 8" "T" SQURE, RECTNGULR, OR ROUND COLUMN, FIER REINF. CONCRETE FIER REINF. CONCRETE FIER REINF. CONCRETE x KEY WITH WTERSTOP " ' - 0" " " # CONTINUOUS 8" " 8" " CONSTRUCTION JOINT OR SW CUT CONTRCTION JOINT ISOLTION JOINT WITH PREFORMED JOINT FILLER T COLUMN FIER REINF. CONCRETE #@" T ECH CORNER () # CONTINUOUS < 8" #@" MX. CONTINUOUS ( R MINIMUM) #@" SQURE, RECTNGULR, OR ROUND COLUMN, ISOLTION JOINTS T COLUMNS SW CUT CONTRCTION JOINTS S CLOSE TO COLUMN S POSSILE. TOOL THE REMINDER TO FCE OF COLUMN () FELT WRPPED COLUMNS " # CONTINUOUS " "T" EDGE OF SL ISOLTION JOINT WITH PREFORMED JOINT FILLER T COLUMN " CMU WLL MIN. CONSTRUCTION JOINT OR SW CUT CONTRCTION JOINT " (8" MX.) ' - 0" " " # CONTINUOUS T SL DEPRESSION TYPICL THICKENED SL ON GRDE DETILS T NON-LOD ERING WLLS TYPICL DEPRESSED SL ON GRDE DETILS SL ON GRDE JOINT DETIL T COLUMNS (CONTRCTOR'S OPTION) 9 8 0" " " #x'-0" T MID DEPTH (TYPICL) COLD FORM KEY #@"x'-0" TOP T CORNERS (TYPICL) CONTRCTION JOINT DISCONTINUOUS SL ON GRDE JOINTS REINFORCING T DISCONTINUOUS JOINTS CONSTRUCTION JOINT " # CONT. " /8" WIDEx0.T DEEP - SW CUT JOINT. SPCE PER SCHEDULE SHOWN HERE FIER REINF. CONCRETE FIER REINF. CONCRETE " OND REKER FOUNDTION WLL EDGE OF SL REINFORCING T RE-ENTRNT CORNERS "T" T/SL SL DEPTH "T" "T" TYPICL SL ON GRDE DETILS TYPICL EDGE OF S.O.G. DETIL MX JOINT SPCING " '-0" " '-0" >" 8'-0" FINISHED EXTERIOR SURFCE Y OTHERS FINISHED GRDE #@8" FOUNDTION FINISHED GRDE ' - 0" " ' - 0" " ' - 0" " ' - 0" '-0" #@" FIER REINF. CONCRETE FIER REINF. CONCRETE FOUNDTION WLL PREFORMED JOINT FILLER FIER REINF. CONCRETE # CONTINUOUS # CONTINUOUS # CONTINUOUS # CONTINUOUS # CONT. SEE PLN TYPICL EDGE OF S.O.G. DETIL TYPICL TURNED DOWN SL TYPICL TURNED DOWN SL TYPICL TURNED DOWN SL ' - 0" ' - 0" T/SL T/FOOTING U.N.O. ' - 0" U.N.O. ' - 0" U.N.O. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC FOUNDTION S ND DETILS GMP Set //0 :8:8 PM

18 COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN PROJECT NME CLIENT NME PLTE /"x"x'-0" W/ () /" DI.HEDED STUDS MIN. " EMED () HSS /" CLR. T/HSS / -PL. /"x"x0'-" W//"x" VERT. SLOT FOR /" DI. () THRU OLT (HND TIGHTEN ND MR THRED OR TCK WELD) " T FLOOR SL HSS HSS SEPRTOR EM () HSS (VERT. RIL SUPPORTS, CONTRCTOR TO COORDINTE LOCTION W/ ELEVTOR DRWINGS) T SEPRTOR EM ELEV. VERTICL RIL SUPPORT COLUMNS HSS HSS8xx/ U.N.O. " Lxx/8x'-0" (LLH) W/ /" DI. x" LONG STUDS S SHOWN " " " " HSS (CONTRCTOR TO COORD.LOCTION W/ ELEVTOR DRWINGS) T ELEVTOR PIT WLL NOTE: FOR REMINDER OF NOT SHOWN SEE /S-0 " " T/SL ' - 0" # CONTINUOUS #@" HSS8x SEPRTOR EM W/ STD. HOLES /" /" " EMED PLTE /"x8"x8" W/ () /" DI. x " HEDED STUDS /" /" " " /" /" CONNECTION DETIL / / /8" PLTE W/ HORIZ. LONG SLOTS. THIS END STD. HOLES OPPOSITE END /" DI. OLT (HND TIGHTEN ND MR THRED OR TCK WELD) PC WTx W/ STD. HOLES /" " EMED T/SL # CONTINUOUS #@" EMED PLTE '-0" ( MIN.) W/ () /" DI. x " HEDED STUDS ( T ELEVTOR SILL NGLE) " ' - 0" 0" " ELEVTOR PIT VERIFY WITH ELEVTOR MFR GRNULR CKFILL #@" E.F. #@" E.F. WTER PROOFING - SEE RCH ELEVTOR SILL NGLE COORDINTE WITH ELEVTOR SUPPLIER / CONTINUOUS x KEY ND WTERSTOP #@" T& #@" T& OVERPOUR CONC. FOR PIT SLOPE 0 " /" ' - 0" #@" ECH SIDE SEE MECH PRE-F TRENCH DRIN INSTLLED WITH CST SL SEE MECH # CONTINUOUS ECH SIDE FIER REINF.- T/SL x KEY SEMENT WLL SEE WLL S CMU WLL FOR SIZE & REINF. #@" CONT. 89'-0" #@" VERT. NOTE: FOR REMINDER OF NOT SHOWN SEE /S-0 #@" W/ STNDRD 90 HOOKS SUMP PIT - VERIFY SIZE W/ M.E.P. " " PROVIDE " GRTING COVER WHERE STTE UILDING CODE SPECIFIES /" " # CONT. EMED T/SOUND ROCK 8" 8" ELEVTOR PIT - SEE RCH. VRIES EQ. EQ. GRDE EM- ' - 0" GRDE EM SLOPED TOPPING TO SUMP T/FND. ELEVTOR PIT SL SEE /S-0 NOTE: FOR REMINDER OF NOT SHOWN SEE /S-0 CMU WLL- FOR SIZE & REINF. DOWELS TO MTCH VERT. REINF. T/SL 0" ELEVTOR PIT ' - 0" SUMP PIT ' - 0" #@" E.W. ' - 0" PROJECT No /0/ //0 :8:9 PM CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC FOUNDTION S ND DETILS Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 Revision Date GMP Set TYPICL TRENCH DRIN DETILS TYPICL ELEVTOR SUMP PIT TYPICL ELEVTOR RIL SUPPORT DETIL TYPICL SEPRTOR EM CONNECTION TYPICL ELEVTOR PIT WLL S-0 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :8:9 PM DRWING FILE

19 COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN PROJECT NME CLIENT NME SEE /S-0 FOR STIRRUP TYPES, UNO ' ' CORNER RS TO MTCH CONTINUOUS RS GRDE EM- SEE S FOR SIZE ND REINF. () DD'L " ECH SIDE OF OPENING OF PIPE " DI. OPENING MX. DD'L # E.F. DD'L () #x'-0" E.F. MID-SPN LP SPLICE PROVIDE EXTR TIE T END OF R SPLICE (TYPICL) 8" MIN. T/GRDE EM SEE ELOW 8" MIN. OR EQ EQ DD'L " ECH SIDE OF OPENING DD'L # E.F. PIPE PENETRTING THROUGH MIDDLE OF GRDE EM OF PIPE DD'L #x'-0" E.F. EXTR RER TO MTCH GRDE EM OTTOM REINFORCING () x SHER KEY T/GRDE EM GRDE EM REINFORCING MIN. 8" ' - 0" ' - 0" CLSS "" LP CLSS "" LP NOTE: MINIMUM DISTNCE ETWEEN STEPS TO E X PIPE T OTTOM OF GRDE EM LP SPLICE NO MIN. COORDINTE W/ MEP DRWINGS "X". WLL '-0" MX. WLL FOUNDTION COL FOUNDTION DEPTH "D" GRDE EM. # TOP ND OT T 8" O.C. CONT. REINF. G G STIRRUPS- CONT. REINF. STIRRUPS- F COL. GRDE EM REINFORCING 8" MIN. TO TOP OF PIPE TO LLOW FOR () LIFT OF COMPCTED SOIL OVE PIPE PIPE UNDER OR OVE GRDE EM FILL GP WITH CONCRETE TO MTCH COL FOUNDTION. COORDINTE PIPE LOCTIONS WITH PLUMING, MECHNICL ND ELECTRICL DRWINGS. LP SPLICE "D" SUPPORT SUPPORT CONSTRUCTION JOINT SUPPORT SUPPORT (ONLY WHERE REQUIRED Y CONTRCTOR) SEE /S-0 FOR GRDE EM SPLICE GRDE EM PROVIDE N EXTR TIE T END OF R SPLICE (TYPICL) FOOTING END SPN MIDDLE SPN FCE RS T T PROJECT No /0/ KWC FOUNDTION S ND DETILS //0 :9:0 PM GMP Set CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 Revision Date 8 GRDE EM SCHEDULE MRK REMRKS WIDTH DEPTH REINFORCING STIRRUPS TOP OT. FCE SIZE TYPE SPCING G '-0" '-" #9 #9 #9 # - '-0" SEE /S-0 G '-" '-" # # # # T '-0" G '-0" '-" #8 #8 #8 # - '-0" SEE /S-0 G '-0" '-0" # # # # T '-0" G '-0" '-0" # # # # T '-0" GRDE EM SCHEDULE GRDE EM S TYPICL GRDE EM INTER REINFORCING PLN TYPICL GRDE EM SPLICE DETIL HORIZONTL GRDE EM PENETRTION DETIL TYPICL GRDE EM STEP TYPICL GRDE EM DETILS S-0 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:0 PM DRWING FILE

20 COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN PROJECT NME CLIENT NME COL. & FTG. ND SCHEDULE FOR COLUMN SIZE ND REINFORCEMENT T/SL " IN FOOTINGS DOWELS TO MTCH VERT. REINFORCING ST'D. 90 HOOK FOR FOOTING SIZE ND REINFORCING T/FT'G. EL. UNREINFORCED CONCRETE FILL (f 'c=,000psi MIN.) T/SOUND ROCK " dia. x0'-0" TEST HOLE COL. & FTG. ND SCHEDULE FOR COLUMN SIZE ND REINFORCEMENT T/SL " IN FOOTINGS DOWELS TO MTCH VERT. REINFORCING FOR FOOTING SIZE ND REINFORCING ST'D. 90 HOOK T/FT'G. EL. T/SOUND ROCK SEE /S-0 FOR OVER EXCVTED CONDITIONS " dia. x0'-0" TEST HOLE PROJECT No /0/ //0 :9:0 PM CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC FOUNDTION S ND DETILS Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 Revision Date GMP Set FOUNDTION SCHEDULE MRK LENGTH WIDTH THICKNESS TOP REINFORCEMENT OTTOM REINFORCEMENT LONG WY SHORT WY LONG WY SHORT WY F.0-0 '-0" '-0" '-" #8 #8 F.0-0 '-0" '-0" '-" #8 #8 F.0-0 '-0" '-0" '-0" 0#9 0#9 F9.0-9'-0" 9'-0" '-9" 0#9 0#9 WF.0 '-0" '-0" # CONT. #@" WF.0 '-0" '-" # CONT. #@" FOUNDTION SCHEDULE T COLUMN FOOTING T OVER EXCVTED ROCK T COLUMN FOOTING S-0 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:0 PM DRWING FILE

21 ' ' CORNER RS TO MTCH CONTINUOUS RS CONTINUOUS x KEY WITH WTERSTOP LP SPLICE T/RMP VRIES RRIER CLES ROUGHEN SURFCE LP SPLICE ROUGHEN SURFCE LP SPLICE SL- /"x/" VEE JOINT CONSTRUCTION JOINT LTERNTE HORIZONTL REINFORCING RS SHLL E DISCONTINUOUS CROSS THE JOINT (ECH FCE). ROUGHEN SURFCE ROUGHEN SURFCE EM - SEMENT WLL- EM - EYOND SEMENT WLL- FOOTING - SEE S FOR SIZE ND REINF. CONTROL 0'-0" MX. SEE /S-0- LEVEL P T EM T SL TYPICL SEMENT WLL T ELEVTED FLOOR TYPICL WLL FOOTING INTER REINFORCING PLN VERTICL CONSTRUCTION & CONTROL JOINT FOR CONCRETE FOUNDTION WLLS T/RMP VRIES SEMENT WLL- SEE WLL S LP SPLICE FINISH GRDE OR PVEMENT FCE OF WLL ELEVTED STRUCTURE - SEE NOTE ROUGHEN SURFCE HOOK INTERRUPTED VERTICL R LP SPLICE SL - ENDWLL VERTICL RS TYPICL U-RS TO MTCH HORIZONTL REINF. LP SPLICE U-RS TO MTCH HORIZONTL REINF. '-0" MX. PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:0 PM DRWING FILE T/RMP VRIES x KEY w/ WTERSTOP HOOKED DOWEL REINF TO MTCH WLL REINF LP SPLICE T EM END EM SEMENT WLL # " # CONT ROUGHEN SURFCE LP SPLICE LP SPLICE RRIER CLES SEMENT WLL SEE WLL S FOUNDTION TYPICL SEMENT WLL FOUNDTION T SL END LEVEL P EM EYOND SEMENT WLL TYPICL TOP OF SEMENT WLL T ELEVTED FLOOR 0 " STUDS SEE RCH RICK - SEE RCH. GROUT SOLID ELOW GRDE SEE /. EXTEND WLL HORIZONTL REINF. THRU COLUMN 8 NOTE: "D" = FOOTING DEPTH & S 9 LP SPLICE ROUGHEN SURFCE. WLL REINF. CLSS "" LP () /" # U-RS TO MTCH HORIZONTL WLL REINFORCING SPCE "D" CIP CUR SEE 0/S-0 ("") - MIN. ENT RS SME SIZE & QUNTITY S FOOTING REINFORCING TOP REINF. IF REQ'D. SEMENT WLL # " SEMENT WLL " EM EYOND TYPICL SEMENT WLL THICKNESS CHNGE INSULTION - SEE RCH CEILING - SEE RCH TYPICL DETIL T SEMENT WLL COLUMN - FOR CONCRETE STRENGTH ND REINFORCING SEMENT WLL CST INTEGRLLY WITH COLUMN - SEE S0-0 FOR CONCRETE STRENGTH TYPICL T STEPPED DOWN FOOTING "" "D" '-0" MX. STNDRD 90 HOOKS "T" MIN. "T" MIN. # HIRPIN MTCH HORIZ. SPCING LTERNTE END STNDRD 90 HOOKS /" CLR T/WLL FOOTING INTER FOOTING REINF. T/WLL FOOTING INTER FOOTING REINF. ' - 0" ' - 0" FOOTING REINF. ENDWLL /" CLR VERTICL RS TYPICL OF PIPE ' - " ' - " #@" VERTICL RS TYPICL VERTICL R TYPICL " MIN. ' - " ' - " PIPE NER TOP OF FOOTING OF PIPE ' - " ' - " PIPE T OTTOM OF FOOTING PIPE UNDER FOOTING ONE PIPE DI. 8" MIN. LP SPLICE CORNER REINFORCING T WLL INTERS (DOULE MT REINFORCING) CORNER REINFORCING T WLL INTERS SINGLE MT REINFORCING. COORDINTE PIPE PENETRTION LOCTIONS WITH PLUMING DRWINGS.. "T" EQULS WLL FOOTING THICKNESS - SEE S. ' - 0" TYPICL DETILS OF WLL FOOTINGS PENETRTED Y PLUMING LINES L-RS TO MTCH HORIZONTL REINF. LP SPLICE ' - 0" EXTR RER TO MTCH FOOTING REINFORCING "T" EXTR RER TO MTCH FOOTING REINFORCING "T" "T" DETIL UNDISTURED SOIL- SEE NOTE SOIL CKFILL - SEE NOTE PROVIDE WTERSTOP T COLD JOINTS ROUGHEN SURFCE REINF. CONT. THROUGH JOINT GRNULR CKFILL WTERPROOFING SEE RCH. FINISH GRDE OR PVEMENT 0 MX. - SEE NOTE WLL DRIN - SEE NOTE CONTRCTOR OPTION '-0" MX. WLL DRIN - SEE NOTE GRNULR CKFILL FCE OF WLL WTERPROOFING SEE RCH. CONTRCTOR OPTION. WLL SHLL E RCED TO RESIST LTERL ERTH FORCES UNTIL ELEVTED STRUCTURE ND SL-ON-GRDE HVE CHIEVED % DESIGN STRENGTH.. SLOPE OF EXCVTION TO E DETERMINED Y CONTRCTOR TO MINTIN STILITY OF SOIL.. WLL DRINGE SYSTEM REQUIRED T WLLS. SEE RCH DRWINGS FOR DETILS TYPICL CKFILL T FOUNDTION WLL '-0" '-0" DETIL T CONSTRUCTION JOINT WTERSTOP WHERE SHOWN x KEY ELEVTED STRUCTURE - SEE NOTE WTERSTOP WHERE SHOWN x KEY S.O.G. DETIL T CONSTRUCTION JOINT S.O.G. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC FOUNDTION S ND DETILS GMP Set //0 :9:0 PM

22 SEE /S-0 FOR INFO. NOT SHOWN OR FOR LOCTIONS WITHOUT LEDGE S- ELEVTED SL S-. ELEVTED SL ' - 0" ' - 0" LEVEL CF DRIVE THRU VRIES SEE RCH LEVEL RETIL/PRK # CONT. #@" HIRPINS 8" EM EYOND DRIVE SUPPORT LEDGE FOR EXTENTS DRIVE SUPPORT LEDGE FOR EXTENTS ' - 0" #@" E FCE SEMENT WLL ' - 0" #8@" E FCE #@" E FCE #@" E FCE TOP OF SEMENT WLL T DRIVE SUPPORT 0 S-0 ELEVTED SL 0 S-0 ELEVTED SL P PRKING P PRKING #@" E FCE #@" E FCE #8@" E FCE PROJECT No..00 ' - " #@" E FCE ' - " E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:0 PM DRWING FILE T/GRDE SEE CIVIL S-0 SIM S-0 0 S-0 0 S-0 ' - 0" ' - " ' - " FOR DD'L INFO SEE /S-0 #@" E FCE #@" E FCE ELEVTED SL #@" E FCE #@" E FCE ELEVTED SL #@" E FCE #@0" E FCE ṢEE /S-0 SL-ON-GRDE LEVEL RETIL/PKG. FOR FOUNDTION T/RMP P PRKING T/RMP P PRKING T/RMP P PRKING T/GRDE SEE CIVIL S-0 SIM S-0 S-0 0 S-0 ' - 0" ' - 0" ' - " FOR DD'L INFO SEE /S-0 #@" E FCE #@" E FCE ELEVTED SL #8@" E FCE #@" E FCE ṢEE /S-0 ELEVTED SL #8@" E FCE #@" E FCE LEVEL RETIL/PRK T/RMP P PRKING T/RMP SL-ON-GRDE P PRKING T/RMP FOR FOUNDTION T/GRDE SEE CIVIL SEE /S-. S-0 S-0 S-0 0 S-0 ' - 0" ' - " ELEVTED SL #8@" E FCE #@" E FCE ṢEE /S-0 ṢEE /S-0 ELEVTED SL #8@" E FCE #@" E FCE SL-ON-GRDE SL-ON-GRDE FOR FOUNDTION LEVEL CF P PRKING P PRKING P PRKING FOR FOUNDTION T/GRDE SEE CIVIL S-0 S-0 " MIN S-0 S-0 ' - 0" ' - 0" SEE. /S-0 ELEVTED SL #@" E FCE #@" E FCE SEE. /S-0 LEVEL RETIL/PRK ELEVTED SL #@" E FCE #@" E FCE SL-ON-GRDE P PRKING SL-ON-GRDE P PRKING P PRKING FOR FOUNDTION FOR FOUNDTION COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S- KWC FOUNDTION S ND DETILS GMP Set //0 :9:0 PM

23 S-0 SEE /S-0. 0 S-0 0 S-0 S-0 ' - 0" ' - " #@" E FCE #@ E FCE ELEVTED SL #@" E FCE #@ E FCE ṠEE /S-0 ELEVTED SL #@" E FCE #@0 E FCE SL-ON-GRDE T/RMP LEVEL RETIL/PRK T/RMP P PRKING PROJECT NME CLIENT NME SEE /S-0. S-0 ' - 0" T/GRDE SEE CIVIL S-0 ' - 0" 0 S-0 ' - " S-0 T/RMP #@" E FCE #@" E FCE ELEVTED SL P PRKING #8@" E FCE #@" E FCE ELEVTED SL P PRKING #8@" E FCE #@" E FCE ṠEE /S-0 SL-ON-GRDE P PRKING FOR FOUNDTION T/GRDE SEE CIVIL T/GRDE SEE CIVIL SEE /S-0. S-0 0 S-0 S-0 SEE /S-0. S-0 S-0 S-0 ' - 0" ' - " J ' - 0" ' - 0" ELEVTED SL P PRKING #8@" E FCE #@" E FCE ELEVTED SL P PRKING #8@" E FCE #@" E FCE ṠEE /S-0 SL-ON-GRDE P PRKING FOR FOUNDTION ELEVTED SL P PRKING #@" E FCE #@" E FCE ELEVTED SL P PRKING #@" E FCE #@" E FCE SEE. /S-0 SL-ON-GRDE P PRKING FOR FOUNDTION T/GRDE SEE CIVIL SEE /S-0. S-0 ' - 0" 0 S-0 ' - " 0 S-0 ' - " S-0 LEVEL. #@" E FCE #@" E FCE ELEVTED SL P PRKING #@" E FCE #@" E FCE ELEVTED SL P PRKING #@" E FCE #@0" E FCE ṠEE /S-0 SL-ON-GRDE P PRKING FOR FOUNDTION T/GRDE SEE CIVIL ' - " T/RMP P PRKING T/RMP P PRKING FOR FOUNDTION PROJECT No..00 COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE 0 0/0/ DRWN //0 :9: PM GMP Set CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC FOUNDTION S ND DETILS Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 NOT USED NOT USED S- E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE

24 ' - 0" ' - 0" #@" E SIDE, LSO PROVIDE T END WLLS TOP OF VULT SEE CIVIL #@" #@" #@" E FCE #@" E FCE GRDE EM () G EQULLY SPCED ETWEEN WLL FOOTINGS WF.0 SEE /S- S-0 LEVEL RETIL/PRK FOR OTHER DETILS T/GRDE SEE CIVIL #8@" E FCE #@" E FCE ' - 0" SIM 0 S-0 P PRKING FOR OTHER DETILS #8@" E FCE ' - " #@" E FCE S-0 P PRKING #8@" E FCE FOR OTHER DETILS #@" E FCE ' - " SEE /S-0 S-0 SL-ON-GRDE P PRKING FOR FOUNDTION T/GRDE SEE CIVIL S-0 S-0 SEE /S-0 0 S-0 S-0. S-0 ' - " ' - " ' - 0" ' - 0" S- #@" E FCE #@" E FCE ṠEE /S-0 #@" E FCE #@" E FCE #8@" E FCE #@" E FCE ṠEE /S-0 LEVEL RETIL/PRK ELEVTED SL P PRKING ELEVTED SL #8@" E FCE #@0" E FCE ELEVTED SL P PRKING SL-ON-GRDE P PRKING FOR FOUNDTION COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. WF.0 WF.0 SEE CIVIL FOR INTERIOR VULT DIMENSIONS ND OTHE VULT DETILS P PRKING SL-ON-GRDE P PRKING FOR FOUNDTION DTE DRWN PROJECT NME CLIENT NME G G G G WF.0 SEE S-0 FOR MORE INFORMTION " 8" 8" SHER KEY w/ WTERSTOP TOP OF FTG 9'-0" SEE CIVIL WF.0 CLSS LP SPLICE #@" U-RS # CONT EM EYOND ROUGHEN SURFCE SEMENT WLL " " CLSS LP SPLICE /" DI. x'-" SMOOTH 8"- GRESE ONE END SL - T/SL- ' - " FOR DETILS NOT SHOWN SEE /S-0 PROJECT No /0/ //0 :9: PM GMP Set CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC FOUNDTION S ND DETILS Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 DETENTION DETENTION VULT S- E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE

25 . WHERE CLER SPCING "" ETWEEN DJCENT SLEEVES IS LESS THN ", THE SLEEVE GROUP SHLL E TRETED S N EQUIVLENT RECTNGULR OPENING WITH LENGTH "L" ND WIDTH "W" S SHOWN.. WHERE CLER SPCING ETWEEN DJCENT SLEEVES IS GRETER THN OR EQUL TO ", SCHEDULED SL R REINFORCEMENT SHLL E OFFSET S REQUIRED TO MISS SLEEVES.. REINFORCEMENT SHOWN IS DDITIONL TO SCHEDULED SL REINFORCEMENT.. SCHEDULED SL MESH REINFORCEMENT MY E CUT S REQUIRED TO MISS PIPE SLEEVES.. REFER TO MECHNICL DRWINGS FOR LOCTION ND SIZE OF SLEEVES.. ISOLTED PIPE SLEEVES THT RE SMLLER THN " ND DO NOT INTERUPT REINFORCING DO NOT REQUIRE THE USE OF THIS DETIL.. THIS DETIL SHOULD NOT E USED FOR OPENING GROUPS WITH DIMETERS LRGER THN ". CONSULT ENGINEER FOR FRMING OF SUCH CONDITIONS. T/SL OPENING M.P.E. SUPPORT ' - 0" " TYPICL () # TOP & OTTOM () L-/x-/x/ W/ /" DI.x" HEDED " NOTE: INSTLL EMEDS S REQUIRED FOR EQUIPMENT TTCHMENT, U.N.O ' - 0" () # TOP & OTTOM EMED DETIL T MECHNICL OPENINGS PLN VIEW FOR " Ld + W/ ' - 0" MIN. "L" " "W" SEE PLN SEE NOTE DD #@"x'-0" (MIN.) EXTEND " PST ECH SIDE OF CONDUIT TOP OR OTTOM (WHICHEVER FCE CONDUIT IS CLOSEST) CONDUIT PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE " " '-". # (CENTERED ON CORNER) SEE NOTE ND NOTE #x'-0" (CENTER ON CORNER) SEE NOTE. INSTLL ELOW UPPER LYER OF SL REINFORCING.. DOES NOT PPLY TO LCONY CORNERS. DDITIONL SL CORNER REINFORCING " " " MIN. Ld + W/ ' - 0" MIN. MRK NOTE: EMEDDED PLTE EP0 /" " F E EMED PLTE SCHEDULE C " STNDRD SHER CONNECTION (SIZE, GRDE, ND NUMER OF OLTS S REQUIRED) SNUG TIGHT ND MR END THREDS. PROVIDE LONG HORIZONTL SLOTTED HOLES IN WING PLTE OR L'S D " E /" TOP OF CONCRETE (OTTOM OF CONCRETE SIM.) OLTS D FCE OF CONCRETE F " ' - 0" " " MX. HEDED STUDS # x '-0" DOWELS - LL FOUR SIDES OF LOCKOUT. TEMPORRY LOCKOUT. NO SL PENETRTIONS EXCEEDING " SHLL E PLCED WITHIN '-0" OF COLUMNS WITHOUT PRIOR PPROVL OF THE ENGINEER.. SL PENETRTIONS SHOULD E VOIDED LONG LINES OF CONCENTRTED (NDED) POST- TENSIONED TENDONS.. NO SL PENETRTIONS LRGER THN INDICTED HERE SHLL E PERMITTED WITHOUT PRIOR PPROVL OF THE ENGINEER. #R Rx=" MIN. IF NOT GIVEN RS RS RS RS 8" #C " MIN CS 8" CS CS CS REMRKS EP0 /" " " " /" " " " EQUIVLENT RECTNGULR OPENING PLN VIEW FOR < " TYPICL DETIL T PIPE SLEEVES EDGE OF CONCRETE NO. COL. MRKED EMED PLTE SCHEDULE PROVIDE / OF INTERRUPTED REINFORCEMENT PLUS ONE DDL. R OF SME SIZE S INTERRUPTED REINFORCEMENT ON ECH SIDE OF EQUIVLENT RECTNGULR OPENING. PROVIDE MINIMUM () # TOP ND OTTOM ECH SIDE OF OPENING. (#C) TYPICL DETIL T MEP LOCKOUTS Rx - - /" MIN. NO. ROWS (#R) C " LODING DOCK T > " (T - ") DOULE SL POLYSTYRENE FILL CONCRETE RI PLN DETIL T RISED SL FIER REINFORCED CONCRETE RISED SL THICKNESS IS GRETER THN " FIER REINFORCED CONCRETE TOPPING SL THICKNESS LESS THN OR EQUL TO " NOTE:. SINGLE CONDUIT OUTSIDE DIMETER (O.D.) SHLL NOT EXCEED / THE SL THICKNESS.. THE COMINED HEIGHT OF CROSSING CONDUITS SHLL NOT EXCEED / THE SL THICKNESS.. MINIMUM SPCING OF CONDUITS IS xo.d.. REINFORCE JUCTION OXES S SL OPENINGS.. DDITIONL REINFORCEMENT SHOWN IN DETIL REQUIRED T GROUPS OF OR MORE CONDUITS.. SEE STRUCTURL NOTES FOR CLER COVER, T&. T " " 8'-0" " '-0" " '-0" ". TOPPING SLS SHLL E LIGHTWEIGHT STRUCTURL CONCRETE WITH FIER TYPE. T GENERTOR PDS ND CURS ON GRDE, TOPPING SL SHLL E NORML WEIGHT STRUCTURL CONCRETE WITH FIER TYPE.. PROVIDE CONTROL JOINTS SIMILR TO SL ON GRDE CONTROL JOINTS FOR LRGE TOPPING SL RES SUCH S THE DOULE SL T LEVELS ND. TYPICL T CONDUIT IN ELEVTED SL " " TYPICL TOPPING/RISED CONCRETE SL DETILS T ELEVTED SL '-0" COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC TYPICL FRMING S ND DETILS GMP Set //0 :9: PM

26 8" " " " Lxx/ x CONT. W/ /" DI. x /8" HEDED " LT. NOTE: SEE RCH. DRWINGS FOR STIR ND STRINGER CONSTRUCTION " " 8" DOULE SL SEE /S- /" /" T/SL " FCE OF CONCRETE STIR STRINGERS - SEE RCH. (DESIGN Y STIR SUPPLIER) EMEDDED PLTE /"x8"x0'-8" W/ () /"diax" HEDED STUDS FOR SL THICKNESS ND REINFORCING # CONT. #@" CONC EM SEE SCHED PL. /8"x"x0'-". IF WLL IS 8" CMU THEN ELIMINTE ROD HNGER ND USE CMU TO SUPPORT METL STIR. / 9 /8" DI. ROD HNGER TO STIR STRINGER LOCTED IN SHFT WLL " MIN WWFxxW.9xW.9 # " ROUND PERIMETER OF PD SHFT WLL (SEE RCH. DRWINGS) NOTE Lxx/8 (LLV) SEE RCH. STIR STRINGER (Y STIR SUPPLIER) SEE RCH. DRWINGS STIR LNDING (Y STIR SUPPLIER) PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE T/SL SEE / FOR INFORMTION NOT SHOWN 0 T/SL SEE / FOR INFORMTION NOT SHOWN SEE /S-. SEE /S-. #@" EM - SEE SCHED. #@" EM - SEE SCHED. # CONT. # CONT. " 8" 8" ELEVTOR SILL NGLE. COORDINTE W/ ELEVTOR SUPPLIER SEPRTOR EM EMED PLTE /" W/ () /" DI. x " HEDED STUDS T/STEEL= T/SL 8 EMED PLTE W/ -/" DI.x" HEDED STUDS EMED PLTE W/ -/" DI.x" HEDED STUDS /" RCH. FINISHED FLOOR /" " " " " /" " /" HSS8x -Lxx/x0'-" (N.S. & F.S.) /" " MIN. " MIN. " FOR SL THICKNESS ND REINFORCEMENT ELEVTOR SILL NGLE. COORDINTE W/ ELEVTOR SUPPLIER / TYPICL T ELEVTOR SILL ELEVTOR SILL NGLE. COORDINTE W/ ELEVTOR SUPPLIER / TYPICL T ELEVTOR SILL / / " " HSS8x /" RET. T/STEEL TYPICL HSS SEPRTOR CONNECTION " /" NOTE: FOR LNDING COLUMN LOCTIONS - SEE RCH. /" /" T/SL /" " /" CONNECTION DETIL NOTE: SEE RCH. DRWINGS FOR STIR ND STRINGER CONSTRUCTION / / Lxx/ x CONT. W/ /" DI. x" HEDED "c/c / WSHER & NUT - MR THREDS OR TCK WELD NUT THREDS T END OF HNGER TYPICL STIR HNGER DETIL FOR STIRS LESS THN 0'-0" WIDE /8" PLTE W/ HORIZ. LONG THIS END & STNDRD HOLES T OPPOSITE END /" DI. OLT (HND TIGHTEN ND MR THRED OR TCK WELD) PC WTx W/ STD. HOLES /" TYPICL STIR STRINGER TO EM CONNECTION " EMED PLTE /"x"x" W/ () /" DI. x" LONG HEDED " E.W. TYPICL STIR SUPPORT COLUMN HSS8x SEPRTOR EM W/ STD. HOLES EMED PLTE /" W/ () /" DI. x " HEDED STUDS " STIR STRINGERS - SEE RCH. (DESIGN Y STIR SUPPLIER) " EMED TYPICL SEPRTOR EM CONNECTION " T/STEEL= T/SL " COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN KWC TYPICL FRMING S ND DETILS GMP Set //0 :9: PM

27 S = TEMP. R SCHEDULED SPCING SL SCHEDULE SEE SHEET S-0 FOR TYPICL DETILS S/ S S T & SL RS - SL REINFORCING SL MRK SL THICK. "T" (inches) SL TYPE REINFORCING "T" "T" "T" "T" "T" "T" "" "" "" TEMP. RS S - LEFT SUPPORT DIGRMS RIGHT SUPPORT REMRKS S - S LE TEMP. RS CONT. - SEE SL SCHEDULE LP SPLICE (TYPICL) Z-R SME SIZE & SPCING S SL REINFORCING "H" S I S LE S I S I T RS TO EXTEND TO LP W/ DJCENT TYP SCHED RS CONCRETE EM - S8 I TYPICL LYERING DETIL T EMS T EDGE EMS TYPICL T SL THICKNESS CHNGE S9 LE S0 I S LE @8 T RS TO EXTEND TO LP W/ DJCENT TYP SCHED RS T RS TO EXTEND TO LP W/ DJCENT SCHED RS S = TEMP. R SCHEDULED SPCING T & SL RS - S/ S S CONSTRUCTION JOINT /"x /"x" LONG KEY T '-0" SPCING #@"x'-0" UNLESS SCHEDULED TOP REINF. IS DEVELOPED E. SIDE OF JOINT PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:9 PM DRWING FILE "T" SL THICKNESS 80 (CI) STD HOOK () OPENING - SQURE, RECTNGULR, OR ROUND (00in.² MX.) SUPPORT 0" 0. "L" 0. "L" "T" R 0" '-" MX. "L" SPLICE CLSS "" LP SPLICE "" R "" R TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END 0. "L" CONCRETE EM - /" " "T" R "T" R TEMP. RS CONT. - SEE SL SCHEDULE TYPICL LYERING DETIL T EMS T INTERIOR EMS # T CENTERLINE OF SL - TYPICL. LL TOP & OTTOM SL RS INTERRUPTED Y THE OPENING SHLL E REPLCED WITH DDITIONL REINFORCING EQUL TO THT INTERRUPTED. PLCE HLF OF THE DDITIONL REINFORCING ON ECH SIDE OF OPENING ND EXTEND IT DEVELOPMENT LENGTH EYOND EDGE OF OPENING.. OXED OUT OPENINGS, RECESSED OXES, ND PIPE SLEEVE CLUSTERS SHLL E TRETED S FOR SL OPENINGS.. FOR OPENINGS NOT MEETING THESE CONDITIONS, CONSULT WITH ENGINEER. REINFORCING DETIL T SL OPENING 0. "L" "T" R 0. "L" TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) SUPPORT "H" "H" "T" SL THICKNESS 8 S-0 EDGE OF DEPRESSION # NOSING EDGE OF DEPRESSION 80 (CI) STD HOOK (). /" CLR. SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS (). SEE S-0 & S-0 FOR SPECIL SL DIGRMS. '-0" MIN. LP SPLICE (TYPICL) '-0" MIN. END SUPPORT SPLICE S-0 FIRST INTERIOR SUPPORT SPLICE TYPICL INTERIOR SUPPORT SPLICE END SUPPORT 0. "L" 0.0 "L" OR 0.0 "L" 0.0 "L" OR 0.0 "L" 0.0 "L" OR "L" 0.0 "L" OR 0.0 "L" "T" R GRETER GRETER GRETER GRETER 0.0 "L" OR 0.0 "L" "T" R "T" R "T" R "T" R "T" R "T" R "T" R GRETER "T" R "T" R "T" R "" R "" R 0. "L" TEMP. REINFORCEMENT OTTOM REINFORCEMENT CONT. THRU JOINT TYPICL DETIL T CONSTRUCTION JOINT SL REINFORCING Z-R SME SIZE & SPCING S SL REINFORCING TYPICL T SL DEPRESSION (EDGE PERPENDICULR TO SL SPN) TYPICL T SL DEPRESSION (EDGE PRLLEL TO SL SPN) "L" END SPN "H" SL REINFORCING "H" 0" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND 0" 0. "L" 0. "L" "" R "" R 0. "L" LP SPLICE TYPICL "L" INTERIOR SPN (I) TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END 0. "L" TYPICL SL REINFORCEMENT DIGRM (ONE-WY CONTINUOUS SL WITH EMS) 0. "L" LP SPLICE TYPICL "" R "" R 0. "L" "L" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND 0. "L" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END "" R "L" /". CLR COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC FRMING S ND DETILS GMP Set //0 :9:9 PM

28 "T" SL THICKNESS SUPPORT 0. "L" 0. "L" SUPPORT "T" SL THICKNESS 8 S-0. /" CLR WHEN L < '-" WHEN L < '-" WHEN L < '-" RS TO E RS TO E RS TO E CONTINUOUS. CONTINUOUS. END SUPPORT CONTINUOUS. S-0 FIRST INTERIOR SUPPORT RS TO E THE TYPICL INTERIOR SUPPORT RS TO E THE END SUPPORT 0. "L" RS TO E THE 0.0 "L" OR 0.0 "L" 0.0 "L" OR 0.0 "L" 0.0 "L" OR "L" LRGER RE OF STEEL 0.0 "L" OR 0.0 "L" LRGER RE OF STEEL LRGER RE OF STEEL GRETER OF DJCENT SPNS GRETER GRETER OF DJCENT SPNS GRETER 0.0 "L" OR 0.0 "L" OF DJCENT SPNS #@" #@" #@" GRETER #@" /". CLR 80 (CI) STD HOOK () #@" #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END "L" IF L > 9'-0" CONTCT ENGINEER FOR REINF. TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) 80 (CI) STD HOOK (). SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS () #@" "L" END SPN #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND #@" "L" INTERIOR SPN (I) #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END REINFORCEMENT DIGRM T TYPICL PRKING DOULE SL (ONE-WY SL WITH EMS)(0 PSF LIVE) #@" "L" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND #@" #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END "L" "T" SL THICKNESS SUPPORT 0. "L" #@" 0. "L" #@" SUPPORT "T" SL THICKNESS 8 S-0. /" CLR WHEN L < '-" WHEN L < '-" WHEN L < '-" RS TO E RS TO E RS TO E END SUPPORT CONTINUOUS. S-0 FIRST INTERIOR SUPPORT CONTINUOUS. TYPICL INTERIOR SUPPORT CONTINUOUS. END SUPPORT 0. "L" RS TO E THE 0.0 "L" OR 0.0 "L" RS TO E THE 0.0 "L" OR 0.0 "L" RS TO E THE 0.0 "L" OR "L" 0.0 "L" OR 0.0 "L" LRGER RE OF STEEL GRETER LRGER RE OF STEEL GRETER LRGER RE OF STEEL GRETER GRETER 0.0 "L" OR 0.0 "L" #@0" OF DJCENT SPNS OF DJCENT SPNS OF DJCENT SPNS #@0" #@0" GRETER #@0" /". CLR PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE 80 (CI) STD HOOK () "T" SL THICKNESS "T" SL THICKNESS 80 (CI) STD HOOK () 80 (CI) STD HOOK () "T" SL THICKNESS 80 (CI) STD HOOK () SUPPORT SUPPORT 0. "L" #@" 0. "L" #@" #@" #@" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END #@0" #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END #@" #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END "L" "L" "L" IF L > 9'-0" CONTCT ENGINEER FOR REINF. TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) 0. "L" 0. "L" IF L > 9'-0" CONTCT ENGINEER FOR REINF. #@" IF L > 9'-0" CONTCT ENGINEER FOR REINF. TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) #@" TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) SUPPORT 0. "L" #@" #@" #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END "L" 0. "L" IF L > 9'-0" CONTCT ENGINEER FOR REINF. #@" TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) SUPPORT SUPPORT SUPPORT "T" SL THICKNESS "T" SL THICKNESS "T" SL THICKNESS 80 (CI) STD HOOK (). SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS () 8 S-0 80 (CI) STD HOOK (). SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS () 8 S-0 80 (CI) STD HOOK (). SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS () 8 S-0 80 (CI) STD HOOK (). /" CLR. /" CLR. /" CLR. SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS () #@0" #@" #@0" #@" #@0" #@" #@0" TEMPERTURE RS CONT. TEMPERTURE RS CONT. TEMPERTURE RS CONT. ND EMED DEVELOPMENT ND EMED DEVELOPMENT ND EMED DEVELOPMENT "L" LENGTH ECH END "L" LENGTH ECH END "L" LENGTH ECH END WHEN L < '-" RS TO E CONTINUOUS. END SUPPORT RS TO E THE S-0 FIRST INTERIOR SUPPORT SPLICE TYPICL INTERIOR SUPPORT SPLICE END SUPPORT 0. "L" LRGER RE OF 0.0 "L" OR 0.0 "L" 0.0 "L" OR 0.0 "L" 0.0 "L" OR "L" 0.0 "L" OR 0.0 "L" STEEL OF DJCENT GRETER GRETER GRETER GRETER 0.0 "L" OR 0.0 "L" #@" SPNS #@8" #@8" GRETER #@" #@9" WHEN L < '-" WHEN L < '-" RS TO E RS TO E CONTINUOUS. CONTINUOUS. END SUPPORT S-0 FIRST INTERIOR SUPPORT TYPICL INTERIOR SUPPORT RS TO E THE RS TO E THE RS TO E THE END SUPPORT 0. "L" 0.0 "L" OR 0.0 "L" 0.0 "L" OR 0.0 "L" LRGER RE OF STEEL LRGER RE OF STEEL 0.0 "L" OR "L" 0.0 "L" OR 0.0 "L" LRGER RE OF STEEL OF DJCENT SPNS OF DJCENT SPNS GRETER OF DJCENT SPNS GRETER GRETER GRETER 0.0 "L" OR 0.0 "L" #@" #@0" #@" GRETER #@0" #@0" #@8" #@" #@8" #@" #@8" #@" TEMPERTURE RS CONT. TEMPERTURE RS CONT. TEMPERTURE RS CONT. ND EMED DEVELOPMENT ND EMED DEVELOPMENT ND EMED DEVELOPMENT LENGTH ECH END LENGTH ECH END LENGTH ECH END WHEN L < '-" RS TO E CONTINUOUS. WHEN L < '-" RS TO E THE LRGER RE END SUPPORT WHEN L < '-" S-0 FIRST INTERIOR SUPPORT RS TO E CONTINUOUS. TYPICL INTERIOR SUPPORT OF STEEL OF DJCENT END SUPPORT 0. "L" RS TO E CONTINUOUS. 0.0 "L" OR 0.0 "L" 0.0 "L" OR 0.0 "L" 0.0 "L" OR "L" 0.0 "L" OR 0.0 "L" RS TO E THE LRGER SPNS RS TO E THE LRGER GRETER RE OF STEEL OF GRETER GRETER RE OF STEEL OF GRETER 0.0 "L" OR 0.0 "L" #@" #@9" DJCENT SPNS #@" GRETER #@" DJCENT SPNS #@8" END SPN LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND "L" END SPN LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND "L" END SPN LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND "L" END SPN #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND #@" L < '-" #@9" L> '-" 0. "L" #@" INTERIOR SPN (I) REINFORCEMENT DIGRM T TYPICL TERRCE SL (ONE-WY SL WITH EMS)(00 PSF LIVE) LP SPLICE "L" INTERIOR SPN (I) "L" INTERIOR SPN (I) "L" INTERIOR SPN (I) 8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END REINFORCEMENT DIGRM T TYPICL MEDICL OFFICE SL (ONE-WY SL WITH EMS)(00 PSF LIVE) REINFORCEMENT DIGRM T TYPICL PRKING SL (ONE-WY SL WITH EMS)(0 PSF LIVE) #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END REINFORCEMENT DIGRM T TYPICL RESIDENTIL SL (ONE-WY SL WITH EMS)( PSF LIVE) #@" L < '-" #@9" L> '-" 0. "L" #@8" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND LP SPLICE "L" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND WHEN L < '-" RS TO E CONTINUOUS. "L" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND "L" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END #@" #@" #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END "L" "L" "L" "L" /". CLR /". CLR /". CLR COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC FRMING S ND DETILS GMP Set //0 :9: PM

29 PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE "T" SL THICKNESS "T" SL THICKNESS "T" SL THICKNESS 80 (CI) STD HOOK () 80 (CI) STD HOOK () 80 (CI) STD HOOK () SUPPORT SUPPORT SUPPORT 0. "L" 0. "L" 0. "L" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END "L" "L" "L" 0. "L" IF L > 9'-0" CONTCT ENGINEER FOR REINF. #@" TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) 0. "L" #@" IF L > 9'-0" CONTCT ENGINEER FOR REINF. TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) 0. "L" #@" IF L > 9'-0" CONTCT ENGINEER FOR REINF. TYPICL SL REINFORCEMENT DIGRM (ONE-WY SIMPLE SPN SL WITH EMS) SUPPORT SUPPORT SUPPORT "T" SL THICKNESS "T" SL THICKNESS "T" SL THICKNESS 80 (CI) STD HOOK (). SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS (). 000 PSI CONCRETE 8 S-0 80 (CI) STD HOOK (). SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS () 8 S-0 80 (CI) STD HOOK (). /" CLR. /" CLR. SEE STRUCTURL NOTES FOR TOP ND OTTOM CLER COVERS () END SUPPORT S-0 SPLICE 8 FIRST INTERIOR SUPPORT SPLICE TYPICL INTERIOR SUPPORT SPLICE END SUPPORT S-0 #@" #@" #@" #@" #@" #@" #@" 0. "L" TEMPERTURE RS CONT. ND EMED DEVELOPMENT 0. "L" "L" LENGTH ECH END WHEN L < '-" WHEN L < '-" WHEN L < '-" RS TO E RS TO E RS TO E CONTINUOUS. CONTINUOUS. END SUPPORT S-0 FIRST INTERIOR SUPPORT CONTINUOUS. TYPICL INTERIOR SUPPORT RS TO E THE RS TO E THE END SUPPORT 0. "L" 0.0 "L" OR 0.0 "L" RS TO E THE LRGER RE OF STEEL 0.0 "L" OR 0.0 "L" LRGER RE OF STEEL 0.0 "L" OR "L" 0.0 "L" OR 0.0 "L" LRGER RE OF STEEL OF DJCENT SPNS GRETER GRETER OF DJCENT SPNS GRETER GRETER OF DJCENT SPNS 0.0 "L" OR 0.0 "L" #@" #@8" #@8" GRETER #@" #@8" WHEN L < '-" WHEN L < '-" WHEN L < '-" RS TO E RS TO E RS TO E END SUPPORT CONTINUOUS. S-0 FIRST INTERIOR SUPPORT CONTINUOUS. TYPICL INTERIOR SUPPORT CONTINUOUS. END SUPPORT 0. "L" RS TO E THE 0.0 "L" OR 0.0 "L" 0.0 "L" OR 0.0 "L" 0.0 "L" OR "L" 0.0 "L" OR 0.0 "L" RS TO E THE RS TO E THE LRGER RE OF STEEL GRETER LRGER RE OF STEEL GRETER LRGER RE OF STEEL GRETER GRETER 0.0 "L" OR 0.0 "L" #@" OF DJCENT SPNS #@" OF DJCENT SPNS #@" OF DJCENT SPNS GRETER #@" #@" END SPN LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND "L" END SPN LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND "L" END SPN #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND #@" L < '-" #@9" L> '-" #@" LP SPLICE TYPICL "L" INTERIOR SPN (I) "L" INTERIOR SPN (I) "L" INTERIOR SPN (I) #@" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END REINFORCEMENT DIGRM T TRUCK CCESS ND DRIVE ISLE (ONE-WY SL WITH EMS) #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END REINFORCEMENT DIGRM T TYPICL RETIL SL (ONE-WY SL WITH EMS)(00 PSF) #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END REINFORCEMENT DIGRM T TYPICL ROOF SL (ONE-WY SL WITH EMS)(0 PSF) #@" 0. "L" #@" L < '-" #@9" L> '-" #@" "L" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND "L" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND "L" CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND #@" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END #@" #@" #@" #@8" TEMPERTURE RS CONT. ND EMED DEVELOPMENT LENGTH ECH END "L" "L" "L" /". CLR /". CLR COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC FRMING S ND DETILS GMP Set //0 :9: PM

30 RMP DOWN DEPTH SCHEDULED M. OLLRD. LL STEEL EXPOSED TO WETHER SHLL E GLVNIZED.. LL GLVNIZING DMGED Y WELDS TO E REPIRED WITH ZINC RICH PINT SEE RCH. FOR HEIGHT ND OTHER DETILS T TOP OF OLLRD EMED PL. "x8"x'-" W/ (9) /" DI. x /8" LONG HEDED STUDS DDL. #x8'-0"@" E.W. TOP & OT. CENTERED OUT OLLRD CONCRETE FILLED HSS.x0.80 /,000 LS IMPCT LOD 8" TO " SEE PLN " " WLL SYSTEM SEE RCH /" T/CUR SEE RCH. '-9" MIN. PRKING SIDE OF CUR #@8" #@8" CONT. T/SL # x T& 8" # CONT. ( TOP, OT.) 8" /" T/CUR SEE RCH. #@8" MIN. '-9" SLEEVE /" GLVNIZED RRIER CLE REFER TO SPECIFICTIONS- CLES SPCED T ". CONCRETE COLUMN, POST, OR WLL SLEEVE - FILL WITH NON-SHRINK GROUT FTER CLE INSTLLTION POST TENSIONING MONOSTRND NCHORGE /" GLV. RRIER CLE REFER TO SPECIFICTIONS PROVIDE.0K/CLE EFFECTIVE TENSION U.N.O. ON PLN-CLES SPCED T " O.C. GROUT LL POCKETS WITH NON-SHRINK GROUT POCKET FORMER CONCRETE COLUMN, POST, OR WLL. NCHORGE SHLL E PLCED TO VOID INTERFERENCE WITH COLUMN VERTICL STEEL ND TIES PRE-F TRENCH DRIN INSTLLED WITH CST SL SEE MECH SCHED. M. WIDTH SCHED. M. WIDTH #@8" CONT. EM - SEE SCHEDULE SCHEDULE M. DEPTH RMP UP SLOPING DEPTH SCHEDULED M. T/CUR SEE RCH. LEVEL - SEE /S-0 T/RMP EM - SEE SCHEDULE WLL SYSTEM- SEE RCH. SEMENT WLL- LEVEL T/RMP SEMENT WLL- SEE WLL S WLL SYSTEM- SEE RCH. T/CUR SEE RCH..SEE /S-0 SEMENT WLL- SEE WLL S T/CUR SEE RCH..SEE /S-0 SEMENT WLL- SEE WLL S S-0 SLEEVE RRIER CLES SPCED T "O.C. E.O.S. COLUMN - SEE SCHEDULE # STIRRUPS ND RRIER CLES # STIRRUPS ND C/C SEE COL. SCHEDULE FOR VERTICL REINF. T/EM SEE 8/S-0 FOR DETILS NOT SHOWN CONC. EM- SEE SCHED. # HOOKED " # CONT. TOP/OT CONC. EM- SEE SCHED. " " " " SEE 8/S-0 FOR DETILS NOT SHOWN 8" /" T/CUR SEE RCH. #@" #@" CONT. EM - SEE SCHEDULE PROJECT No..00 COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE 0 0/0/ DRWN //0 :9: PM GMP Set PROJECT NME CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC FRMING S ND DETILS CLIENT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 S-0 '-9" MIN. RMP UP DEPTH SCHEDULED M. ' - 9" MIN. ' - 0" ' - 0" '-0" MX. DETIL T RRIER CLE NCHOR COLUMN NOT USED NOT USED TYPICL RRIER CLE NCHOR COLUMN 0 EM T RMP UP 9 DET. T CONCRETE RRIER CLE GUIDE 8 TYPICL DETIL T RRIER CLE NCHOR EM T RMP EM T RMP TRENCH DRIN EM T RMP DOWN TYPICL OLLRD SE DETIL TYPICL VEHICLE RRIER T INTERIOR SL TYPICL VEHICLE RRIER T EM E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE

31 L8x8x/" CONT. SEE /S - 0 L8x8x/" CONT. SEE / - T/SCREENWLL SEE RCH. " STUDS - SEE RCH. WLL SYSTEM SEE RCH CONC. EM SEE SCHED. RICK - SEE RCH. /" - SEE /S-0 T/CUR SEE RCH. PRKING ' - 9" MIN. " TOPPING SL WTERPROOFING INSULTION LEVEL " CONC. CUR- SEE /S-0 COLUMN EYOND EXTEND COLUMN TO TOP OF SCREENWLL " " STIR ROOF SEE RCH. LEVEL. SEE / CONC EM SEE SCHED SEE 0/S-0 FOR TOP OF WLL DETIL CONCRETE SL SEE 0/S-0 FOR TOP OF WLL DETIL WLL SYSTEM SEE RCH. EM - SEE SCHED. WINDOW SYSTEM EM - SEE SCHED. COLUMN EYOND CMU WLL FOR REINFORCING STIR OPENING PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE # TEK 8" ' - 0" (MX.) WLL FINISH SEE RCH DETIL STUDS - SEE RCH. DRWINGS CHNNELS, SCREWS & STUDS RICK - SEE RCH. SEE / /" SEE RCH. DRWINGS FOR EXTERIOR WLL DETILS " STUDS - SEE RCH. SEE WINDOWS EMED CHNNELS /" EM - SEE SCHED. " T/CUR SEE RCH. SEE /S-0 CONTINUOUS STUD RUNNER TRCK " DI. HOLE STUDS - SEE RCH. DRWINGS ' - 0" (MX.) / EM - SEE SCHEDULE T/SL T/SL TYPICL T WINDOW SUPPORT EMED PLTE /"x"x" W/ -/" DI. x /" LONG HEDED STUDS T/SL DOWELS TO MTCH CMU REINF. SEE /S-0 FOR DETILS NOT SHOWN SEE 0/S-0 FOR TOP OF WLL DETIL " MIN. 0 " 9 #@" CONT. T& 8 #@8" T& EM SEE SCHED. C.I.P. CNOPY- SEE RCH. " STUDS - SEE RCH. RICK - SEE RCH. '-0" MX SEE RCH SEE / /" LEVEL EM SEE /S- C.I.P. CUR- SEE /S-0 " " " WINDOW SYSTEM- SEE RCH. " T/CUR SEE RCH. SEE /S- LEVEL EM - SEE SCHED. LEVEL RMP COLUMN EYOND EM - SEE SCHED. SEE /S- CF EM SEE SCHED. EM SEE SCHED. CLE RRIER SYSTEM - SUPPORTED Y COLS T PERIMETER. SEE /S-0 FOR CLE LOCTION T PRKING D. WLL SYSTEM SEE RCH. LEVEL EM - SEE SCHED. C.I.P. CUR SEE /S-0 LEVEL RMP EM - SEE SCHED. PRKING PRKING LEVEL WLL SYSTEM- SEE RCH. DRIVE THRU RICK - SEE RCH. RICK - SEE RCH. SEE / SEE / /" /" GP GRVITY / LTERL CONNECTIONS S REQ'D Y WINDOW SYSTEM WLL SYSTEM " STUDS - SEE RCH. SEE WINDOWS EMED CHNNELS WINDOW SYSTEM EM - SEE SCHED. " STUDS - SEE RCH. SEE WINDOWS EMED CHNNELS EM - SEE SCHED. CEILING - SEE RCH INSULTION SEE RCH EM - SEE SCHED. LEVEL & LEVEL T/SL PRKING COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S- KWC FRMING S ND DETILS GMP Set //0 :9: PM

32 HNDRIL SEE RCH. SCHEDULED EM T/CUR SEE RCH. STRUCTURL STEP COL EYOND SEE /S-0 LCONY SURFCE SEE RCH. COLUMN #8 E. COLUMN T/LCONY T/SL LEVEL LEVEL FOR EM SIZES & REINF. GIRDER EYOND GIRDER EYOND COL EYOND NOT USED SCHEDULED EM GRDE SEE CIVIL " TOPPING SL SEE /S-0 " MIN FLOT T/SL T TOPPING INTERFCE SEE RCH FOR EXTENT OF TOPPING T/ SL 9 WLL SYSTEM- SEE RCH. CONC. EM EYOND " SL CONTINUOUS W/ PRKING SL RICK - SEE RCH. SEE /. SEE /S-0 PROJECT No..00 Level 90'-0" E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:9 PM DRWING FILE WLL SYSTEM- SEE RCH. T/PRPET SEE RCH. SEE /S-0 CONC. EM- CONC. COL. EYOND D CONC. M. CONC COL EYOND ROOF SURFCE- SEE RCH. STRUCT SL- C. SEE RCH. '-0" MIN. WLL SYSTEM- SEE RCH. GLV. HSS0x0x/ W/ EP0 E. END SEE /S-0 CONC. COL. EYOND Roof 0'-" FOR REINF. SEE /S-0 CONC. CUR SEE 0/S-0 0 EP0 SEMENT WLL 8" FOR REINF. SEE /S-0 8" 8" " 8" HOIST EM FOR CONN. DETIL SEE /S- TOPPING SL SEE /S-0 ELEVTED FRMING ELEVTED STRUCTURE TOPPING SL Lxx/8x0'-8" / 8" HOIST EM OR " LIFE LINE EM /STEEL COORD. w/ ELEV. CONTRCTOR T/ POP UP TOPPING SEE /S-0 T/ TOPPING T/ ROOF VRIES WLL SYSTEM SEE RCH FOR LOCTION ND TYPE CF DRIVE THRU 8 SCHEDULED EM SCHEDULED EM ROOF WLL SYSTEM- SEE RCH. FOR EM SIZE & REINF. WLL SYSTEM- SEE RCH. CONC. CUR- SEE 0/S-0 WLL SYSTEM- SEE RCH. CONC. CUR- SEE 0/S-0 COLUMN FOR EM SIZE & REINF. #8 E. COLUMN LEVEL LEVEL CONC. EM EYOND GRDE SEE CIVIL '-0" MX. FOR EM SIZE & REINF. 8" SL- RICK - SEE RCH. CONT. GLV. NGLE SEE / 8" SL- 0" 000PSI CONCRETE 000PSI CONCRETE 000PSI CONCRETE EM- WLL SYSTEM SEE RCH. #@" CONT. #@" 000PSI CONCRETE SEMENT WLL " SL- " SL- EM- T/CUR SEE RCH T/SL COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S- KWC FRMING S ND DETILS GMP Set //0 :9:9 PM

33 COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN PROJECT NME CLIENT NME PVING - SEE HRDSCPE DRWINGS WTERPROOFING ND INSULTION - SEE RCH. SLOPING TOPPING SL SEE /S-0 T/SL TOP OF SL PLZ REF EL. STRUCTURL SL SL EM - SEE PLN " " " " # STIRRUPS ND TIES 8# DOWELS ""-"" TYPICL LIGHT POLE, SE PLTE, ND NCHOR RODS Y LIGHT POLE CONTRCTOR PVING - SEE HRDSCPE DD'L. " T/POST SEE RCH. "" "" WTERPROOFING SEE RCH. SLOPING TOPPING SL SEE /S-0 SPCES T " MX. FOR LL REINFORCEMENT ND PT INFO ND QUNTITIES. LL REINF. ND PT NOT SHOWN FOR CLRITY D D. E TRNSFER COL. SEE SCHED SEE /S8-0 SL - CLR COVER SL/GIRDER STEP - SL - Level 98'-" GIRDER - EM - EM - CLR COVER EM - EM. GIRDER STEP SEE /S-0 FOR REINFORCEMENT DETILS T STEP STIRRUPS - SEE SCHED GIRDER - COL. SEE SCHED PLZ REF. EL. DD #x'-0" T& E.W. CENTERED ON LIGHT POST SE. HNDRIL SEE RCH. PVING - SEE HRDSCPE DWG'S. WTERPROOFING SEE RCH. T/CUR SEE RCH. 8" #@" CONT. #@" SLOPING TOPPING SL SEE /S-0 PLZ REF. EL. FOR EM SIZE & REINF. "b" "C" PPROX. P.T. TENDON PROFILE- PROJECT No /0/ //0 :9:0 PM CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC PLZ FRMING S ND DETILS Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 Revision Date GMP Set LIGHT POLE PEDESTL S- E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:0 PM DRWING FILE

34 . SE PLTE & NCHOR ROD SCHEDULE MRK P- SE PLTE NCHOR RODS WELD C D D E F W / SEE /S-0 FOR INFO NOT SHOWN SEE /S-0 FOR INFO NOT SHOWN T.O. Roof Canopy 08'-0" T/PRPET SEE RCH. "D" "C" "D" "W" PLTE WSHER SEE 0/S-0 "C" "D" "D" CONC. M. SEE. 8/S-0 FOR REINF OF EM T COLUMN CONC. M. COL. EYOND "" "D" "D" "" "D" "D" ROOF SL FOR THICKNESS ND SLOPE 8" CONC. PRPET "" GROUT SEE 0/S-0 "W" "Y" SEE 9/S-0 " DI. GROUT HOLES T PLTES LRGER THN "x" ().THREDED NCHOR ROD PROJECTION = GROUT + SE PLTE THICKNESS + NCHOR ROD DI. + PLTE WSHER THICKNESS + " MIN.. "W" GROUT SEE 0/S-0 "" T/SL SEE RCH. T/ROOF VRIES CONC. M. Roof 0'-" ROOF SL FOR THICKNESS ND SLOPE PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE NCHOR ROD DIMETER (INCHES) MXIMUM HOLE DIMETER (INCHES) MINIMUM WSHER WIDTH (INCHES) NOTE MINIMUM WSHER THICKNESS (INCHES) SE PLTE GROUT (INCHES) WELD, "Y" WSHER TO SE PLTE (INCHES) / / /8 /, NOTE /8 9/ /8 /, NOTE / /8 /, NOTE / / / / / / / / / / / /8 / / / / / / / /8 / 0 ROOFING ND INSULTION SLOPED S REQUIRED T/SL LIGHT GGE LOD ERING WLL SYSTEM #@"E.W. T/CUR SEE RCH.. PROVIDE SQURE PLTE WSHERS CONFORMING TO STM WITH STNDRD HOLES.. WELDS RE NOT REQUIRED FOR GRVITY COLUMNS. " STIR OPENING PLTE WSHER & GROUT THICKNESS SCHEDULE 9 T/CORNICE 0'-0 /" 8 ' - 9" T/SL SEE RCH. "E" # OT. SEE /S-0 FOR INFO NOT SHOWN "F" #8 TOP TYPE C # " CONC. M STM F GR. NCHOR RODS WITH PLTE WSHERS ND HEX NUTS () HEVY HEX NUT SE PLTE ND NCHOR ROD SCHEDULE D. T/PRPET SEE RCH. D. CONC. EM T/ROOF VRIES T/PRPET SEE RCH. "E" CONC. M. "F" T/ROOF VRIES T/CUR SEE RCH. T/ROOF SL VRIES NOTE: LL STEEL EXPOSED TO WETHER SHLL E GLVNIZED P-SEE 8/S-0 W /8" STIFFENER PLTE E SIDE T ERING ENDS, TYP VIRTION ISOLTOR- SEE MECH. "x" PEDESTL f'c = 000 " " " CONC. M. COOLING TOWER SEE MECH - # VERT. WLL- SEE RCH. '-0" W TOPPING SL- SEE /S-0 CUR- SEE 0/S-0 TYPICL ROOF PEDESTL ' - 0" FOR EM SIZE & REINF. '-0" - T/STL SEE MECH. T/PEDESTL T/SL PENTHOUSE FLR. (SEE RCH) # 0" MX. Roof 0'-" T/SL SEE RCH. 8" (MX.) " SL W/ #@" T& ND #@" CONT. TEMP. STEEL CONC. M.- #@" VERT. RICK - SEE RCH. SEE /SEE / WINDOW WSHING TIE-CK (Y OTHERS) COORDINTE TTCHMENT WITH MNUFCTURER REQUIREMENTS DDITIONL #x8'-0"@" E.W. TOP & OTTOM CENTERED OUT TIE-CK SEE PLN DDITIONL #X'-0" E.W. TYPICL ROOF TIE-CK (TIE-CK Y OTHERS) 8" CONC. M.- T/PRPET SEE RCH. #@" CONT. ROOF SL FOR THICKNESS ND SLOPE T/ROOF VRIES CONC. M.- COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC FRMING S ND DETILS GMP Set //0 :9: PM

35 LINTEL NGLE SCHEDULE OPENING WIDTH NGLE SIZE REMRKS 0'-0'' TO '-0'' '-'' TO 8'-0'' OVER 8'-0'' SEE RCH L /x /x/ Lx /x/ (LLV) Lxx/ LOOSE LOOSE NOTE: 8" MINIMUM ERING ECH END - TYPICL OLTED WITH /'' DI. EPOXY NCHORS T '-0'' SEE RCH 8" MIN. CUT JOINT REINFORCEMENT ND DD LPPING WIRE OR USE WELDED INTER END ND WELD OR TIE WITH EQUIVLENT WIRE '-0" '-0" REINF. R(S) TO MTCH HORIZ. REINF. (LTERNTE HOOK) '-0" '-0" CORNER R(S) TO MTCH HORIZ. REINF. '' MX. S FOR TYPICL WLL REINFORCING. CMU LINTEL SEE DETIL /S-0 OLTS-SEE SCHEDULE S FOR TYPICL WLL REINFORCING. CMU LINTEL SEE DETIL /S-0 STNDRD WEIGHT HORIZONTL JOINT " PLNS ' - " MIN. LP T INTER T CORNER LOOSE RICK LINTEL OLTED RICK LINTEL 9 TYPICL RICK LINTEL DETILS W/ CMU CKUP JOINT REINF. T INTERSECTING CMU WLLS OND EM REINF. T INTERSECTING CMU WLL E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE CONCRETE COLUMN OR WLL GLV. EMED PL. /"x"x'-0" WITH -/" DI. x" STUDS 0 CMU WLL - SEE PLNS FOR REINF. T/SL /EM OR SL " '' DOWELS TO MTCH VERTICL REINFORCING CMU WLL - SEE PLNS FOR REINF. '' LP SPLICE TYPICL FCE OF COL. 8" CMU WLL CMU LINTEL SEE /S-0 - " " TYPICL CMU WLL NCHORGE NCHOR IN FULLY GROUTED JOINT PT-RN NCHOR (/8'' ROD ND NUT) S MNUFCTURED Y HOHMNN & RNRD, INC. OR PPROVED '' () MTERIL COMPRESSILE FILLER IF REQUIRED Y RCH. FOR FIRE RTING. GROUT REINFORCED CELLS SOLID DETIL - OND EM W/ # CONT. TYPICL CMU WLL NCHORGE L8x8x/x0'-" / 8 LINTEL OPENING WIDTH 0'-0'' TO '-0'' '-'' TO 8'-0'' OND EM STEEL RICK LINTEL LOOSE LINTEL NGLE SCHEDULE NGLE SIZE L /x /x/ Lx /x/ (LLV) LIGHT GGE FRMING CKUP OX HEDER METL LTH OR WIRE SCREEN OVER UN-GROUTED CELLS UNDER KNOCK-OUT OND EM TO CONTIN GROUT (SHEET METL ND FELT RE PROHIITED) HORIZONTL JOINT REINFORCING (SEE SPECIFICTIONS) STRTING T FIRST COURSE OVE FOUNDTION. LP SPLICES ". USE PREF L's & T's T WLL INTERS. GROUT FILLED CELL. PLCE ND CONSOLIDTE GROUT PER SPECIFICTIONS OR IN '-0" MX. LIFTS. STOP GROUT /" FROM TOP OF CMU MORTR CROSS WES DJCENT TO FILLED CELLS CMU VERTICL REINFORCING. LP ND HOLD IN POSITION S REQUIRED. FOR SIZE ND LOCTION GROUT LL CELLS SOLID ELOW GRDE FOUNDTION OR FLOOR SL DEPTH REMRKS LOOSE - DO NOT TTCH TO STUDS LOOSE - DO NOT TTCH TO STUDS. 8" MIN. ERING ECH END -. CONTCT ENGINEER FOR OPENINGS LRGER THN 8'-0". TYPICL RICK LINTEL DETIL T LIGHT GGE CKUP WLL OPENING LINTEL REINFORCEMENT S FOR TYPICL WLL REINFORCING LINTEL DEPTH OTTOM REINFORCING () PROVIDE /" COVER LL ROUND R REINFORCING UP TO '-0" 8" # OTTOM '-0" TO '-0" 8" # OTTOM '-0" TO 8'-0" " # OTTOM 8'-0" TO 0'-0" " # OTTOM OVER 0'-0" CONSULT ENGINEER 8" MIN. ERING CMU LINTEL SCHEDULE CONTRCTOR'S OPTION: U-SHPED OND EM MY E SUSTITUTED FOR KNOCK-OUT OND EM SET FIRST COURSE IN FULL MORTR EDDING NOTE: SEE STRUCTURL NOTES ND DETILS FOR REINFORCEMENT SIZE ND SPCING. " MIN. CLEN OUT OPENINGS T GROUT FILLED CELL LOCTIONS FOR HIGH-LIFT GROUTING PER SPECIFICTIONS WLL OPENING ELEVTION TYPICL CMU WLL CONSTRUCTION CONTRCTION JOINT DO NOT RUN HORIZ. JT. REINF. THROUGH CONTRCTION JOINT OND EM REINFORCING IS TERMINTED " FROM ECH SIDE OF CONTRCTION JOINT. CONTRCTION JOINT LOCTION OF CONTRCTION JOINT ELOW. FOR REINFORCING SIZE ND SPCING REINFORCE ND GROUT ECH SIDE OF CONTRCTION JOINT. OND EM REINFORCING T CONTRCTION JOINT CONTRCTION JOINT MTERIL W/SHER LUGS CKER ROD CONTRCTION JOINT W/SHER LUGS FOR REINFORCING SIZE ND SPCING STOP TYPICL HORIZONTL JOINT REINFORCING T ECH SIDE OF CONTRCTION JOINT.. SEE STRUCTURL NOTES FOR MXIMUM SPCING OF CONTROL JOINTS.. LOCTE CONTROL JOINTS '-0" MINIMUM FORM SIDES OF OPEINGS PROVIDE '-0" LONG SMOOTH /" DI. DOWELS CROSS THE JOINT. NUMER OF DOWELS TO MTCH NUMER OF OND EM REINFORCING. PREVENT OND ETWEEN R ND GROUT WITH GRESE OR PLSTIC SLEEVE. CP LL DOWELS TO LLOW " OF MOVEMENT. REINFORCE ND GROUT ECH SIDE OF CONTRCTION JOINT. WLL REINFORCING T CONTRCTION JOINT TYPICL CONTRCTION JOINT DETILS DEPTH OF CULKING (ONE HLF THE WIDTH OF THE HED JOINT) REINF. & GROUT LL CELLS UNDER LINTEL ERING ND PER CMU WLL OPENING REINFORCEMENT SCHEDULE VERTICL REINFORCEMENT SPCED T DESIGN INTERVLS TO CONTINUE OVE LINTELS LINTEL - 8" MIN. ERING ECH END U.N.O. DD HORIZ. JOINT REINF. OVE LINTEL EXTEND '-0" E. SIDE OF OPENING DD HORIZ. JOINT REINF. ELOW CMU SILL EXTEND '-0" E. SIDE OF OPENING SILL EM W/# OPENING DOWELS TO MTCH VERTICL REINF. WLL OPENING REINF. T DOOR OPENINGS SIM. CMU WLL OPENING REINFORCEMENT SCHEDULE OPENING WIDTH "W" UP TO '-0" '-0" TO 8'-0" 8'-0" TO '-0" REINFORCE ND GROUT CORNER CELLS () T CORNERS SEE /S-0 NOTE: LTERNTE LOCK COURSES - REINFORCE ND GROUT CORNER CELLS () SEE /S-0 TYPICL CMU WLL REINFORCING - ELEVTION (NON-LOD ERING WLLS) VERTICL REINFORCEMENT (ECH SIDE) RS TO MTCH TYPICL WLL REINFORCING RS TO MTCH TYPICL WLL REINFORCING RS TO MTCH TYPICL WLL REINFORCING NOTE: REINFORCING SIZE SHLL MTCH DJCENT WLL REINFORCING. FOR UNREINFORCED WLLS, USE # RS. PROVIDE MTCHING FOUNDTION DOWELS, U.N.O. T INTERS REINF. SPCING REINFORCE ND GROUT CELLS PER TLE OVE OPENING WIDTH "W" T OPENINGS REINFORCE ND GROUT CELLS () T ENDS REINF. T NONLOD-ERING CMU WLLS CORNERS, ENDS, INTERS & OPENINGS CORNER /SUPPORT HORIZ. JOINT " OVE T/SL T/SUPPORT COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC MSONRY S ND DETILS GMP Set //0 :9: PM

36 CMU WLL- FOR REINFORCING CMU WLL- FOR REINFORCING T/CUR /" MX. DD EM STIRRUPS T ECH EMED DOWELS TO MTCH CMU REINF. SEE /S-0 FOR DETILS NOT SHOWN T/SL /" '-0" MX. DOWELS TO MTCH CMU REINF. SEE /S-0 FOR DETILS NOT SHOWN CONCRETE SL T/NGLE /" LEVEL GLV. L8x8x/ CONTINUOUS W/ /" x /" LONG HORIZONTL SLOTTED HOLES T EMEDS MOVEMENT JOINT (/" MIN. SPCE + UILDING DEFLECTION) FCE OF RICK 8 /" CK OF NGLE SINGLE " WIDE x '-0" TLL STEEL SHIM S REQUIRED TO OTTOM OF NGLE. SHIM TO E /8" MIN. ND /" MX. THICK. T/SL CONCRETE SL CONCRETE EM WLL SYSTEM SEE RCH EM MITER SUPPORT NGLES T CORNERS '-0" - NOTE 8 O CONTROL JOINT SEE 0/S-0 FOR TOP OF WLL DETIL EM 8" CIP WLL SEE /S-0 FLOOR OPENING PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:8 PM DRWING FILE 8" C.I.P. CUR- SEE /S-0 ' - 0" 8" CMU- CIP CUR SEE 0/S-0 SEMENT WLL ' - 0" SEE 0/S-0 FOR TOP OF WLL DETIL SEE 0/S-0 FOR TOP OF WLL DETIL #@" T& ELEV. SHFT SLOPED TOPPING SL- SEE /S-0 & SLOPE TO DRIN #@ T& SEE /S-0 FOR DETILS NOT SHOWN T/SL CONCRETE SL WLL SYSTEM SEE RCH EM- FLOOR OPENING CONC. EM SEE SCHED LEVEL " SL PLN T CORNER 0 9 EDGE OF SL CMU WLL- FOR REINFORCING SEE 0/S-0 FOR TOP OF WLL DETIL CMU WLL- FOR REINFORCING DOWELS TO MTCH CMU REINF.. /8" WELD FOR SHIM /" /" WELD FOR /" SHIM /" /" WELD FOR /" SHIM /" DOWELS TO MTCH VERTICL REINFORCING T/SL CONCRETE SL EM SEE /S-0 FOR DETILS NOT SHOWN T/SL " " ELEVTION T CONTROL JOINT TYPICL RICK SUPPORT T EM CONCRETE SL EM- 8 CMU WLL- FOR REINFORCING DOWELS TO MTCH CMU REINF. SEE /S-0 FOR DETILS NOT SHOWN SEE 0/S-0 FOR TOP OF WLL DETIL SEMENT WLL SEMENT WLL EM FLOOR OPENING T/SL EM FLOOR OPENING SEMENT WLL- T/CUR DOWELS TO MTCH CMU REINF. # CONT. DD #x'-0"@" CENTERED ON WLL # WLL OTTOM DOWEL TO MTCH REINF. IN CMU WLL LP SPLICE CMU WLL- FOR REINFORCING SEE /S-0 FOR DETILS NOT SHOWN CONCRETE SL CMU WLL FOR REINFORCING DOWEL TO MTCH VERTICL REINFORCING # U-R " CONCRETE SL CONC. EM SEE SCHED T/SL TYPICL CMU WLL T CNT. SL (NON-IMPCT) CMU WLL FOR REINFORCING CONCRETE SL TYPICL CMU WLL T SL (NON-IMPCT) COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN KWC MSONRY S ND DETILS GMP Set //0 :9:8 PM

37 () HORIZONTL WIRES ELOW MIN SL REINFORCEMENT () HORIZONTL WIRES TOP & OTTOM SL REINFORCING NOT SHOWN FOR CLRITY * COORDINTE REINFORCING CLERNCES WITH STRUCTURL NOTES () SL/SR " VERTICL WIRES S SCHEDULED () HORIZONTL WIRES OTTOM VERTICL WIRES S SCHEDULED " MIN. OR db "W" " MIN. "D" INDICTES PRIMRY EM R - INDICTES PLIN WIRE (W.). P WF STIRRUP Y ONE () GRID "SC" "SL" "SM" "SR" "SL" "SM" "SR" "D" EM DEPTH EQ EQ EQ EQ EQ EQ * FCE OF SUPPORT TYPE WF STIRRUP DETIL "" LEFT CNTILEVER (LC) RIGHT END (RE) STIRRUPS T OPPOSITE HND INTERMEDITE REINFORCING ECH FCE (FCE RS). SEE SCHEDULE FOR QUNTITY (SEE NOTE ) "W" EM WIDTH EM TOP ND OTTOM STEEL GIRDER TOP ND OTTOM STEEL GIRDER STIRRUP EM STIRRUP "D" SEE NOTE "D" "D" "D" TYPICL DETIL T EM FCE RS TYPICL REINFORCEMENT LYERING DIGRM 0" 0" 0" 0" "W" "W" "W" "W" TYPE STIRRUP (INTERIOR EM) TYPE STIRRUP (INTERIOR EM) TYPE C STIRRUP (SPNDREL EM) TYPE D STIRRUP (EM WITHOUT SL) EM TOP RS KEEP MIN. TWO RS IN STIRRUP CORNERS, DD EXTR IN SL T SIDE. '-0" MX. '-0" MX. PROJECT No..00 END SUPPORT END SUPPORT "D" SEE NOTE "D" "D" "D" "D" SPLICE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:0 PM DRWING FILE "W" TYPE STIRRUP (INTERIOR EM) SCHEDULE. MXIMUM OF CLSS "" LP SPLICE WITH OTTOM R OR CLSS "" DEVELOPMENT LENGTH FROM FCE OF SUPPORT - SEE STRUCTURL NOTES.. WHICHEVER IS THE GRETER OF THE TWO VLUES.. PROVIDE CI STNDRD 90 & HOOKS S DEPICTED.. FCE RS NOT SHOWN IN ELEVTION FOR CLRITY. FCE RS TO E CONTINUOUS - PROVIDE CLSS "" LP SPLICES.. CONTRCTOR HS THE OPTION OF DETILING ONE LONG R WHERE RS THE SME SIZE ND SME NUMER RE LPPED WITH CLSS "" LP SPLICE.. SUPPORT RS NOT SHOWN. PROVIDE S REQUIRED.. REINFORCING SCHEDULED WITH N "L" OR "R" INDICTES REINFORCING PLCED T LEFT OR RIGHT ENDS OF SPN RESPECTIVELY. 8. RS T INTERIOR SUPPORTS RE SCHEDULED WITH THE SPN TO THE LEFT OF THE SUPPORT. SEE NOTE TYPICL " CLR. END SUPPORT INTERIOR SUPPORT INTERIOR SUPPORT END SUPPORT 0. "L" " "SL" "W" TYPE STIRRUP (INTERIOR EM) EM SCHEDULE NOTES NOTE 0. "L" SPLICE NOTE NOTE "W" TYPE C STIRRUP (SPNDREL EM) TYPICL STIRRUP DETILS END SPN LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND SPLICE TYPE LE I RE S LC RC SL SM SR SC 0. "L" OR 0. "L" SEE NOTE EM SCHEDULE REVITION LIST 0. "L" TYPE D STIRRUP (EM WITHOUT SL) 0. "L" NOTE 0. "L" 0. "L" OR 0. "L" SEE NOTE " "SL" NOTE SPLICE NOTE SPLICE "L" NOTE "SM" "SR" "SM" "SR" "SM" "SR" STIRRUPS - " STIRRUPS - " STIRRUPS - " "L" CLERSPN "L" CLERSPN "L" CLERSPN "L" CNTILEVER INTERIOR SPN (I) 0. "L" OR 0. "L" SEE NOTE 0. "L" 0. " L" 0. "L" 0. "L" OR 0. "L" SEE NOTE T T T T T T T T T T T STIRRUPS (TYPICL) "W" LEFT END - STRT EM INTERIOR EM RIGHT END - END EM SINGLE SPN EM LEFT CNTILEVER ND NEXT SPN RIGHT CNTILEVER ND CK SPN STIRRUPS - LEFT STIRRUPS - MIDDLE STIRRUPS - RIGHT STIRRUPS - CNTILEVER DESCRIPTION "W" TYPE E STIRRUP (INTERIOR EM) EM SCHEDULE REVITION LIST CONCRETE EM CONTINUOUS SPN ELEVTION T T SPLICE SPLICE CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND NOTE 0. "L" OR.0 "L" SEE NOTE 0. "L" 0. " L" 0. "L" " "SL" 0. "L" " "SL" NOTE 0. "L" T T T T T T NOTE NOTE 0. "L" 0. " L" "SM" STIRRUPS - "L" CLERSPN CONCRETE EM SINGLE SPN ELEVTION (S) 0. "L" STIRRUPS (TYPICL) "SR" NOTE " NOTE DEVELOPMENT LENGTH OR '-0" MINIMUM (TYPICL) " CLR. " "SC" STIRRUPS - " CLR. COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC CONCRETE EM DETILS GMP Set //0 :9:0 PM

38 T/SL /SL DDL #x'-0" /EM DDL " ECH SIDE OF OPENING 8" DI. OPENING (MX.) FCE R CRITERI CONCRETE COVER Cc (IN.) MX. R SPCING (IN.) 0 Cc / / Cc 0 Cc / 9 / Cc / 8 / Cc / / Cc / / Cc / NOTE: OPENINGS SHLL E PLCED IN MIDDLE / SPN OR CONSULT W/ ENGINEER SCHEDULED GIRDER OR EM WIDTH "W" FLOOR OPENING SEMENT WLL SLEEVE HORIZONTL EM PENETRTION DETIL DDL STIRRUPS TO MTCH EM STIRRUPS ECH SIDE OF SLEEVE EDGE OF EM T/ EM OR GIRDER SCHEDULED GIRDER OR EM DEPTH "D" EQ EQ EQ EQ SCHEDULED OR DETILED TOP REINFORCEMENT SCHEDULED OR DETILED STIRRUPS FCE RS SEE CRITERI OVE SCHEDULED OR DETILED OTTOM REINFORCEMENT FCE OF EM FCE R SCHED. TOP REINF. SCHED. FCE REINF. SEE /S-0 SCHED. STIRRUPS DD'L # J-TIES T FCE REINF. T E. STIRRUP FCE OF COLUMN " MIN. SCHEDULED EM WIDTH Cc PROJECT No..00 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE 8 DIGRM TYPE MRK DIGRM D DIGRM D DIGRM D T 9 T 0 EM DIGRMS LEFT SUPPORT T T T EM DIGRM RIGHT SUPPORT T 0 T 8 T SCHED. OT.REINF. NOTE # CONT. DDITIONL T& WHEN "a" EXCEEDS " # CONT. DDITIONL T& WHEN "a" EXCEEDS " # U-R SPCED TO MTCH EM STIRRUPS WHEN "a" EXCEEDS " FCE RS TO MTCH SCHEDULED FCE RS WHEN "a" EXCEEDS ". CONC. EM WIDEN T OPENINGS OR EDGE OF SL VRITIONS ND CSTING. DDITIONL STIRRUPS TO MTCH SCHEDULED EM STIRRUPS E. SIDE OF JOINT.. TOP & OTTOM REINFORCING PER EM SCHEDULE, CONTINUOUS THRU JOINT.. DD #x'-0" FCE RS EQULLY SPCED LONG E. FCE OF EM. USE: # FOR D < " # FOR < D < " # FOR <D < 8" VERIFY WITH E.O.R. FOR EMS > 8" VERIFY WITH E.O.R.. SHER KEY WITH HEIGHT OF D/ ND WIDTH OF W/: CHMFER EDGES S REQ'D. TO FCILITTE REMOVL OF FORMING MTERIL.. ROUGHEN SURFCE OUTSIDE OF SHER KEY OR PROVIDE EXPNDED METL LTH EMEDDED T ULKHED.. CONSTRUCTION JOINT LOCTION. SEE STRUCTURL SPECIFICTIONS FOR SUMITTL REQUIREMENTS SEE STRUCTURL NOTES FOR RULES REGRDING LOCTION. CONSTRUCTION JOINT NOTE: " " " " " " NOTE NOTE " "a" ST CSTING TYPICL CONSTRUCTION JOINT T NON-P.T. EM D/ D/ D/ EM EM WIDTH PER SCHEDULE TYPICL EM WIDENING DETIL SEMENT WLL NOTE NOTE D SPCING - PLN VIEW REINF. PER SCHEDULE. MINTIN CONCRETE COVER REQUIREMENTS T SLEEVES. PLCE VERTICL EM PENETRTIONS ONLY T LOCTIONS SHOWN ON STRUCTURL DWGS. LL OTHER VERTICL PENETRTIONS MUST E VERIFIED WITH STRUCTURL ENGINEER PRIOR TO CONSTRUCTION VERTICL EM PENETRTION DETIL. PROVIDE FCE RS Y CRITERI SHOWN FOR LL EMSND GIRDERS DEEPER THN " UNLESS GIVEN OTHERWISE IN SCEDULES OR DETILS.. LP FCE RS WITH CLSS LP T SPLICES.. SPCE FCE RS EVENLY ECH FCE ETWEEN TOP ND OTTOM REINFORCEMENT.. PROVIDE # RS IF SIZE OF R IS NOT SPECIFIED. SUPPORT SUPPORT SUPPORT X < 0. "L" < 0. "L" OR "L" <.0 "L" '-0" CLSS "" LP SPLICE "T", "T", OR "T" "T" "" CLSS "" LP SPLICE SUPPORT SUPPORT SUPPORT SUPPORT X 0. "L" 0. "L" OR "L".0 "L" '-0" "T", "T", OR "T" '-0" CLSS "" LP SPLICE CLSS "" LP SPLICE "T", "T", OR "T" "T" "T" OR "T" CONCRETE EM STEP DETILS TYPICL CONCRETE EM FCE R CRITERI DETIL FOR EMS WITH "D" > " SUPPORT '-0" "" OR "" '-0" "8", "9", OR "0" CLSS "" LP SPLICE "" OR "" "8", "9", OR "0" COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC CONCRETE EM DETILS GMP Set //0 :9: PM

39 CONCRETE EM SCHEDULE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE EM SIZE TOP RS OTTOM RS FCE STIRRUPS EM EM RS EM (SPCING SHOWN IN EM REMRKS MRK "W" "D" TYPE "T" "T" "T" "T" "T" "T" "T" "" "" "" "" "" "" "" "8" "9" "0" (E MRK SIZE TYPE INCHES) DIGRM FCE) "SL" "SM" "SR" "SC" TYPE C " " S # - - # # C C C " " S # - - # # C C C 8" " S # - - # # C C C8 " " LE # # #9 C8 D SEE /S-0 FOR STIRRUPS; TOP/OT/FCE RS CONT THRU C9 ND C0 C9 " " I # #9 - - #9 C9 D SEE /S-0 FOR STIRRUPS; TOP/OT/FCE RS CONT FROM/THRU C8 ND C0 C0 " " RE # # #9 C SEE /S-0 FOR STIRRUPS; TOP/OT/FCE RS CONT FROM C8 ND C9 C 0" " S # # # C D SEE /S-0 FOR STIRRUPS; T//FCE CONT ND HOOKED E END C " " LE # # #9 C D SEE /S-0 FOR STIRRUPS; TOP/OT/FCE RS CONT THRU C C " " RE # # #9 C - - SEE /S-0 FOR STIRRUPS; TOP/OT/FCE RS CONT THRU C C " " LE #8 # #8 # C D C " " I # #8 - - C D C " " RE # #8 # C D C " " S # - - # # C C C0 " " S # # # C0 D C " " LE # # # # - - # C D C " " I # # - # C D C " " I # # - # C D C " " RE #9 # # # C D C " " S # # C C C " " S # # C C " " S # # C C C8 " " LE # # # # # C8 C C9 " " RE # # # # C9 C C0 " " LE # # # # C0 C C " " RE # # C C C " " LE #9 # # # #9 # C C C " " RE #9 # # # C C C00 " " S # - - # # C00 C C00 " " S # - - # # C00 C C00 " " LE # # # # # C C00 " " I - # # # C C00 " " I - # # # C C00 " " RE # # # C C008 " " LE # # # # # C008 C C009 " " I - # # # C C00 " " I - # # # C C0 " " I - # # # C C0 " " RE # # # C C0 " " LE # # # # C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C08 " " RE # # # C08 C C09 " " LE # # # # # C09 C C00 " " RE # # # # C C00 " " S # - - # # C00 C C00 8" " LE # # - # # C00 C SKEW STIRRUPS IN EM S REQUIRED FOR FIT. C00 8" " RE # - - # # C00 D SKEW STIRRUPS IN EM S REQUIRED FOR FIT. C00 " " LE # # # # # C C00 " " I - # # # C C00 " " I - # # # C C008 " " RE # # # # C C009 " " RE #9 # # # C C00 " " LE #8 # # # # C C0 " " I - # # # C C0 " " I - # # # C C0 " " RE # # # # C C0 " " LE # # # # C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " RE # # C0 C EM SHOULD HVE () TOP RS ND () OTTOM RS TOTL T LE FROM () EMS FRMING IN C08 " " LE # # # # # C C09 " " I - # # # C C00 " " LE # # # # # C C0 " " I - # # # C C0 " " RE # # # # C C0 " " I - # # # C C0 " " I - # # # C C0 " " RE #8 # # # C C0 " " LE # # # # C0 C C08 " " I # # - - C08 C C09 " " RE # # C09 C C00 " " I # # - - C00 C C0 " " I # # - - C0 C C0 " " RE # # C0 C C0 " " LE # # # # C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " LE # # # # # C0 C C08 " " RE # # # # C C09 " " LE # # # # # C C00 " " I - # # # C C0 " " I - # # # C0 C C0 " " I - # # # C0 C C0 " " RE # # # # C C0 " " LE - - #9 - #9 # # # # C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C08 " " I - - #8 - - # # - - C08 C C09 " " RE # # # C09 C COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC CONCRETE EM SCHEDULES GMP Set //0 :9: PM

40 CONCRETE EM SCHEDULE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:0 PM DRWING FILE EM SIZE TOP RS OTTOM RS FCE STIRRUPS EM EM RS EM (SPCING SHOWN IN MRK TYPE (E EM REMRKS "W" "D" "T" "T" "T" "T" "T" "T" "T" "" "" "" "" "" "" "" "8" "9" "0" MRK SIZE TYPE INCHES) DIGRM FCE) "SL" "SM" "SR" "SC" TYPE C000 " " LE #9 # # # # C C00 " " I - # # # C C00 " " I - # # # C C00 " " RE #9 # # # C C00 " 0" LE # # # C EXTEND T RS TO LP WITH T RS IN C00 C00 " 0" I - # # # C00 " 0" I - # # # C00 " 0" RE #9 # # #9 # RS TO E PLCED S SECOND LYER OF REINFORCEMENT C008 " 0" LE # # # # # C009 " 0" I - # # # C C00 " 0" I - # # # C C0 " 0" RE # # # # C0 " 0" S # # # # C0 " " LE # # # # C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " RE # # C0 C C0 0" 0" LE #9 # #9 # C0 C C08 0" 0" I # # - - C08 C C09 0" 0" I # # - - C09 C C00 0" 0" RE # # C00 C C0 " 0" LE # # # # C0 C C0 " 0" I # # - - C0 C C0 " 0" I # # - - C0 C C0 " 0" RE # # C0 C C0 " 0" S # - - # # C0 C C0 " " LE # # #9 # C0 C - - EXTEND 8 RS TO HOOK T FR RIGHT SUPPORT C0 " " RE # C0 C C08 " " LE # # #9 # C C09 " " I # #9 - - C C00 " " I # # - - C00 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " RE # # C0 C C0 " " LE # # #9 # C0 C C0 " " I # #9 - - C0 C C0 " " RE # # C0 C C08 " " LE # # #0, # # #0 # C08 8@ - - #9 T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C09 " " I - # #9, # #9 # # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C00 " " I - # # #9 # C00 C 9@ 9@ - - RS TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " I - # # #9 # C0 C 9@ 9@ - - RS TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " I - # # #9 # C0 C 9@ 9@ - - RS TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " I - # #9, # #9 # C0 C 9@ 9@ - - # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " RE # # # #9 # C0 C 0@ 0@ - - RS TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " LE # # #0, # # #0 # C0 9 0@ - - #0 T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " RE #9, #9 # # #0 # C EXTEND T RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH, #9 T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " LE #9, #9 # # # # C0 C - - EXTEND T RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH, #9 T RS TO E PLCED S SECOND LYER OF REINFORCEMENT C08 " " RE # # # # C08 C - - EXTEND T RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH C09 " " LE # # # # # C09 C - - EXTEND T RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH C00 " " I - # # # C00 C - - EXTEND T RS TO HOOK T FR RIGHT SUPPORT C0 " " RE # # C0 C C0 " " LE # # #9, # # #0 # C0 C 9 9 0@ - - #9 T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " I - # # #0 # C0 C 8@ 9 8@ - - RS TO E PLCED S SECOND LYER OF REINFORCEMENT C0 " " I - # # # C0 C C0 " " I - # # # C0 C C0 " " I - # # # C0 C C0 " " I - # # # C0 C C08 " " RE # # # # C08 C C09 " " LE # # # # # C09 C C00 " " RE # # # # C00 C C0 " " S # # # # C0 C C0 " " S # # # # C0 C C0 " " S # # # # #@" C0 C - - EXTEND T RS TO HOOK T FR RIGHT SUPPORT, EXTEND RS TO LP WITH RS IN C0 C0 " " S # # # # C08 " " S - # # #@" C08 C - - EXTEND T ND RS TO HOOK T SUPPORTS C09 " " LE # # # # C09 C C00 " " RE # # C00 C C00 " " S # - - # # C00 C C00 0" " RE #/# #/# C00 C D EM HS () T & 9 RS T LE FROM C0 FRMING IN. DD () MORE T & RS T LE C00 " " LE # # # # # C C00 " " I - # # # C C00 " " LE # # # # C00 C C00 " " I # # - - C00 C C008 " " I # # - - C008 C C009 " " RE # # C009 D C00 " " LE # # # # C00 C C0 " " I # # - - C0 C C0 " " RE # # C0 C C0 " " LE # # # # # C C0 " " I - # # # C C0 " " I - # # # C C0 " " I - # # # C0 C C0 " " I - # # # C0 C C08 " " RE # # # # C08 C C09 0" " LE - - #9 - #9 # # # # C09 C C00 0" " I # # - - C00 C C0 0" " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I - - #9 - - # # - - C0 C C08 " " RE # # # C08 C C0 " " I - # # # C0 0@ 9 0@ C0 " " I - # # # C0 0@ 9 0@ C0 " " I - # # # C0 C C0 " " I - # # # C0 C C0 " " I - # # # C C0 " " I - # # # C0 0@ 9 0@ C09 " " LE # # # # # C09 C C00 " " I - # # # C00 C COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC CONCRETE EM SCHEDULES GMP Set //0 :9:0 PM

41 CONCRETE EM SCHEDULE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9: PM DRWING FILE EM SIZE TOP RS OTTOM RS FCE STIRRUPS EM EM RS EM (SPCING SHOWN IN EM REMRKS MRK "W" "D" TYPE "T" "T" "T" "T" "T" "T" "T" "" "" "" "" "" "" "" "8" "9" "0" (E MRK SIZE TYPE INCHES) DIGRM FCE) "SL" "SM" "SR" "SC" TYPE C0 " " S - - # # # C0 C C0 " " S - - # # # C0 C C0 " " S - - # # # C0 C C09 " " I - - #9 - - # # - - C09 C 0@ 9 0@ C00 " " I # # - - C00 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " I - - #9 - - # # - - C0 C C0 " " I - - #9 - - # # - - C0 C 0@ 9 0@ - - PLCE () T RS IN ND LYER C00 " " I - # # # C C0 " " I - # # # C C0 " " I - # # # C C0 " " I - # # # C C0 " " I - # # # C C0 " " LE # # # # C0 C C0 " " I # # - - C0 C C08 " " I # # - - C08 C C09 " " I # # - - C09 C C00 " " I # # - - C00 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " RE # # C0 C C0 " " LE # # # # C0 C C0 " " I # # - - C0 C C0 " " I # # - - C0 C C0 " " RE # # C0 C C08 " " LC # # # # - C08 C C09 " " RC # # - C09 C C000 " " I - # # #9 # C000 9@ 9 9@ - - PLCE DDL # T RS IN ND LYER C00 " " I - # # #9 # C00 9@ 9 9@ C00 " " I - # # #9 # C00 " " I - - # #8 # C PLCE DDL # T RS IN ND LYER. SPLICE #9 T RS WITH T RS FROM DJCENT LEFT SPN T MIDSPN C00 " " I - - # #8 # C SPLICE T RS WITH T RS FROM DJCENT LEFT SPN T MIDSPN C00 " " LE # # # #9 # C C00 " " I - # # #8 # C C00 " " RE # # #9 # C008 " " LE # # # # # C008 C C009 " " LE # # # C009 C C00 " " LE # # # #8 # C C0 " " RE # # #8 # C C0 " " LE # - #9 - #8 # # # # C0 C C0 " " I - - #8 - - # # - - C0 C C0 " " I - - #9 - - # # - - C0 C C0 " " RE # # # # C0 C C0 " " LE # - #9 - #8 # # # C0 C C0 " " RE # # # C0 C C08 " " LE - - #8 - # # # # # C08 C C09 " " I - - #8 - - # # - - C09 C C00 " " RE # # # C00 C C0 " " I - - # - - # # # - - C0 C C0 " " I - - #8 - - # # # - - C0 C C0 " " LE # - #8 - # # # # # C0 C C0 " " I - - #8 - - # # - - C0 C C0 " " I - - #9 - - # # - - C0 C C0 " " I - - #9 - - # # - - C0 C null C0 " " I - - # - - # # - - C0 C C08 " " I - - # - - # # - - C08 C C09 " " I - - # - - # # - - C09 C SPLICE 9 RS WITH 9 RS FROM DJCENT LEFT EM T MIDSPN C00 8" " S # # # # C00 C C000 " " I - # # #9 # C000 9@ 9 9@ C00 " " I - # # #9 # C00 9@ 9 9@ C00 " " LE # # # #9 # C C00 " " I - # # #8 # C C00 " " RE # # #9 # C00 " " I - # # #9 # C00 9@ 9 9@ - - PLCE DDL # T RS IN ND LYER C00 " " I - # # #8 # C00 " " I - # # # C C008 " " I - - # #8 # C SPLICE T RS WITH T RS FROM DJCENT LEFT SPN T MIDSPN C009 " " I - - # #8 # C SPLICE T RS WITH T RS FROM DJCENT LEFT SPN T MIDSPN C00 " " LE # - #9 - #8 # # # C00 C C0 " " I - - #8 - - # # - - C0 C C0 " " I - - #9 - - # # - - C0 C C0 " " RE # # # C0 C C0 " " LE # - #9 - #8 # # # # C0 C C0 " " RE # # # # C0 C C0 " " LE # - #8 - # # # # # C0 C C0 " " I - - #8 - - # # - - C0 C C08 " " RE # # # C08 C C09 " " I - - # - - # # # - - C09 C C00 " " I - - #8 - - # # # - - C00 C C0 " " I - - #8 - - # # - - C0 C C0 " " I - - #9 - - # # - - C0 C C0 " " I # # - - C0 C SPLICE 9 RS WITH 9 RS FROM DJCENT LEFT EM T MIDSPN COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC CONCRETE EM SCHEDULES GMP Set //0 :9: PM

42 CONCRETE EM SCHEDULE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :9:8 PM DRWING FILE EM SIZE TOP RS OTTOM RS FCE STIRRUPS EM EM RS EM (SPCING SHOWN IN MRK TYPE (E EM REMRKS "W" "D" "T" "T" "T" "T" "T" "T" "T" "" "" "" "" "" "" "" "8" "9" "0" MRK SIZE TYPE INCHES) DIGRM FCE) "SL" "SM" "SR" "SC" TYPE C0800 " 0" I - # #9, # #9 # # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C080 " 0" I - # #9, # #9 # C080 8@ 9 8@ - - # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C080 " 0" I - # #9, # #9 # C080 8@ 9 8@ - - # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C080 " 0" I - # #9, # #9 # C080 8@ 9 8@ - - # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C080 " 0" I - # #9, # #9 # C080 8@ 9 8@ - - # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C080 " 0" I - # #9, # #9 # C080 8@ 9 8@ - - # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C080 " 0" I - # #9, # #9 # C080 8@ 9 8@ - - # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C080 " 0" I - # #9, # #9 # C080 8@ 9 8@ - - # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C0808 " 0" I - # #9, # #9 # # T RS ND RS ECH TO E PLCED S SECOND LYER OF REINFORCEMENT C0809 " 0" LE # # # # C0809 C C080 " 0" I # # - - C080 C C08 " 0" I # # - - C08 C C08 " 0" RE # # C08 C C08 " 0" LE # # # # C08 C - - EXTEND 8 RS TO HOOK T FR RIGHT SUPPORT C08 " 0" RE # C08 C C08 " " LE #9 # # # C C08 " " I # # - - C C08 " " RE # # C C088 " 0" LE # # # # C088 C C089 " 0" I # # - - C089 C C080 " 0" I # # - - C080 C C08 " 0" I # # - - C08 C C08 " 0" RE # # C08 C C08 " " LE #9 # # # C C08 " " I # # - - C C08 " " RE # # C C08 " " LE # # # # # - # C08 C C08 " " I - # # # - # C08 C C088 " " I - # # # - # C088 C C089 " " I - # # # - # C089 C C080 " " RE # # # # C080 C C090 " " LE - - #8 - # # # # C090 C C090 " " I - - # - - # # - - C090 C C090 " " RE # # C090 C C090 " " LE # # # # # C C090 " " I - #8 # # C C090 " " I - # # # C C090 " " I - # # # C C0908 " " RE #8 # # # C EXTEND T TOP RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH ('-0" MIN.) C0909 " " LE #8 # # # # C0909 /C EXTEND T TOP RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH ('-0" MIN.) C090 " " RE #8 # # # C090 C/ EXTEND T TOP RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH ('-0" MIN.) C09 " " LE #8 # # # # C C09 " " I - # # # C C09 " " I - #8 # # C C09 " " RE # # # # C09 " " LE - - #9 - # # # # C09 C C09 " " I - - #8 - - # # - - C09 C C09 " " I - - # - - # # - - C09 C C098 " " I - - #9 - - # # - - C098 C C099 " " RE # # C099 C C090 " " LE # # # # # C C09 " " I - # # # C C09 " " I - # # # C C09 " " I - # # # C C09 " " RE # # # # C C09 " " LE - - # - #8 # # # C09 C C09 " " I - - # - - # # - - C09 C C09 " " I - - # - - # # - - C09 C C098 " " I - - # - - # # - - C098 C C099 " " I - - # - - # # - - C099 C C090 " " I - - # - - # # - - C090 C C09 " " RE # # C09 C C09 " " LE - - # - # # # # C09 C C09 " " I - - # - - # # - - C09 C C09 " " I - - # - - # # - - C09 C/D C09 " " I - - # - - # # - - C09 D/C C09 " " RE # # C09 C C09 " " LE - - # - # # # # C09 C C098 " " RE # # C098 C C099 " " LE - - # - # # # # C099 C C090 " " I - - #8 - - # # - - C090 C C00 " " LC #8 # # # - C00 D C0 " " RC # # - C0 D C0 " " LE #8 # # # C0 D C0 " " I # # - - C0 D C0 " " RE # # C0 D C0 " " LC #8 - # # - C0 D 9 - EXTEND 0 RS TO HOOK T FR RIGHT SUPPORT C0 " " RC #8 - # # - C0 D 9 - EXTEND 0 RS TO HOOK T FR LEFT SUPPORT C0 " " LE # # # # # C C08 " " I - # # # C C09 " " I - # # # C C0 " " I - # # # C C " " RE # # # # C C " " LE # # # # C C C " " I # # - - C C C " " I # # - - C C C " " I # # - - C C C " " RE # # C C C " " LE #9 # #9 # C C C8 " " I # # - - C8 C C9 " " RE # # C9 C C0 " " LE # # # # C0 C C " " I # # - - C C C " " RE # # C C C " " LE # # # # C C C " " I # # - - C C C " " I # # - - C C C " " RE # # C C C " " LE # # # # C C C8 " " I # # - - C8 C C9 " " RE # # C9 C C0 " " LE # # # # C0 C C " " I # # - - C C C " " I # # - - C C C " " RE # # C C COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC CONCRETE EM SCHEDULES GMP Set //0 :9:8 PM

43 C.G. OF POST-TENSIONED CLES 0. " " 0. " " # E. SIDE OF NCHOR SL REINFORCING NOT SHOWN FOR CLRITY. POST-TENSIONING NOT SHOWN FOR CLRITY. POST-TENSIONED EM "c" INFLECTION POINT TERMINTION POINT CONCRETE EM " " TO NEXT SUPPORT "e" * COORDINTE REINFORCING CLERNCES WITH STRUCTURL NOTES () EM TOP ND OTTOM STEEL GIRDER TOP ND OTTOM STEEL GIRDER STIRRUP * EM STIRRUP EM SCHEDULE REVITION LIST TYPE DESCRIPTION LE LEFT END - STRT EM I INTERIOR EM RE RIGHT END - END EM S SINGLE SPN EM LC LEFT CNTILEVER ND NEXT SPN RC RIGHT CNTILEVER ND CK SPN SL STIRRUPS - LEFT SM STIRRUPS - MIDDLE SR STIRRUPS - RIGHT SC STIRRUPS - CNTILEVER SCHEDULE. MXIMUM OF CLSS "" LP SPLICE WITH OTTOM R OR CLSS "" DEVELOPMENT LENGTH FROM FCE OF SUPPORT - SEE STRUCTURL NOTES.. WHICHEVER IS THE GRETER OF THE TWO VLUES.. PROVIDE CI STNDRD 90 & HOOKS S DEPICTED.. FCE RS NOT SHOWN IN ELEVTION FOR CLRITY. FCE RS TO E CONTINUOUS - PROVIDE CLSS "" LP SPLICES.. CONTRCTOR HS THE OPTION OF DETILING ONE LONG R WHERE RS THE SME SIZE ND SME NUMER RE LPPED WITH CLSS "" LP SPLICE.. SUPPORT RS NOT SHOWN. PROVIDE S REQUIRED.. REINFORCING SCHEDULED WITH N "L" OR "R" INDICTES REINFORCING PLCED T LEFT OR RIGHT ENDS OF SPN RESPECTIVELY. 8. RS T INTERIOR SUPPORTS RE SCHEDULED WITH THE SPN TO THE LEFT OF THE SUPPORT. TYPICL NCHORGE OF TENDONS IN DJCENT EM TYPICL REINFORCEMENT LYERING DIGRM EM SCHEDULE REVITION LIST SCHEDULE NOTES "SC" "SL" "SM" "SR" "SL" "SM" "SR" END SUPPORT "l" SPLICE END SUPPORT PROJECT No "L" E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0:00 PM DRWING FILE "D" "D" SEE NOTE SEE NOTE SEE NOTE TYPICL "a" "W" " CLR. "W" TYPE STIRRUP (INTERIOR EM) TYPE STIRRUP (INTERIOR EM) "D" END SUPPORT INTERIOR SUPPORT INTERIOR SUPPORT END SUPPORT SPLICE SPLICE SPLICE 0. "L" " "SL" NOTE 0. "L" NOTE NOTE END SPN LEFT END (LE) SHOWN, RIGHT END (RE) OPPOSITE HND SPLICE 0. "L" OR 0. "L" SEE NOTE 0. "L" NOTE 0. "L" OR 0. "L" SEE NOTE 0. "L" T T T T T T T T T T T STIRRUPS (TYPICL) "L" 0. "L" 0. " L" 0. "L" 0. " L" 0. "l" INFLECTION POINT "D" TYPE STIRRUP (INTERIOR EM) "W" LEFT CNTILEVER (LC) "b" "W" TYPE STIRRUP (INTERIOR EM) "D" "D" "W" TYPE C STIRRUP (SPNDREL EM) RIGHT END (RE) STIRRUPS T OPPOSITE HND "D" TYPICL STIRRUP DETILS "W" TYPE C STIRRUP (SPNDREL EM) " "SL" NOTE 0. "L" NOTE SPLICE NOTE "SM" "SR" "SM" "SR" "SM" "SR" STIRRUPS - " STIRRUPS - " STIRRUPS - " "L" CLERSPN "L" CLERSPN "L" CLERSPN "L" CNTILEVER 0. "l" INFLECTION "c" POINT "W" TYPE D STIRRUP (EM WITHOUT SL) 0. "l" INFLECTION POINT "D" EM TOP RS KEEP MIN. TWO RS IN STIRRUP CORNERS, DD EXTR IN SL T SIDE. "D" TYPE D STIRRUP (EM WITHOUT SL) '-0" MX. "W" TYPE E STIRRUP (INTERIOR EM) "b" "W" INTERIOR SPN (I) 0. "L" OR 0. "L" SEE NOTE 0. "L" OR 0. "L" SEE NOTE 0. "L" " "SL" 0. "L" NOTE SPLICE CNTILEVER SPN RIGHT CNTILEVER (RC) SHOWN, LEFT CNTILEVER (LC) OPPOSITE HND EQ EQ EQ EQ EQ EQ 0. "L" OR.0 "L" SEE NOTE NOTE NOTE " "SC" STIRRUPS - "l" "l" "l" "l" CNTILEVER '-0" MX. 0. "l" INFLECTION "c" T "a" POINT STIRRUPS (TYPICL) POST-TENSIONED EM CONTINUOUS SPN ELEVTION T 0. "l" INFLECTION POINT 0. "L" 0. "l" INFLECTION POINT 0. "L" 0. " L" " "SL" NOTE "b" 0. "l" DEVELOPMENT LENGTH OR INFLECTION '-0" MINIMUM (TYPICL) POINT T T T T T T "b" NOTE "SM" STIRRUPS - "L" CLERSPN POST-TENSIONED EM SINGLE SPN ELEVTION (S) 0. "l" INFLECTION POINT "d" "SR" 0. "L" " NOTE 0. "l" INFLECTION POINT " CLR. "c" " CLR. "e" COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC P.T. EM S ND DETILS GMP Set //0 :0:00 PM

44 SLEEVE DDL STIRRUPS TO MTCH EM STIRRUPS ECH SIDE OF SLEEVE EDGE OF EM FCE OF COLUMN SCHEDULED EM WIDTH " MIN. SPCING - PLN VIEW REINF. PER SCHEDULE. MINTIN CONCRETE COVER REQUIREMENTS T SLEEVES. PLCE VERTICL EM PENETRTIONS ONLY T LOCTIONS SHOWN ON STRUCTURL DWGS. LL OTHER VERTICL PENETRTIONS MUST E VERIFIED WITH STRUCTURL ENGINEER PRIOR TO CONSTRUCTION NOT USED VERTICL EM PENETRTION DETIL. DDITIONL STIRRUPS TO MTCH SCHEDULED EM STIRRUPS E. SIDE OF JOINT. GIRDER-. TOP & OTTOM REINFORCING PER EM SCHEDULE, CONTINUOUS THRU JOINT.. DD #x'-0" FCE RS EQULLY SPCED LONG E. FCE OF EM. USE: E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0:0 PM DRWING FILE D ' - " 8 " - EXTENDED REVERSE PROL TENDON PROFILE /" ' - " F /" - '-0" '-0" EM- T/SL /SL DDL #x'-0" /EM STIRRUPS MIN. SCHED. " EYOND M. EXTENTS DDL " ECH SIDE OF OPENING NOTE: OPENINGS SHLL E PLCED IN MIDDLE / SPN OR CONSULT W/ ENGINEER " 8" DI. OPENING (MX.) EM- TYPICL DDITIONL STIRRUPS T EM OFFSET TYPICL P.T. EM TERMINTION DETIL () DDITIONL # TOP " ECH SIDE INTERIOR EM P.T. EM HORIZONTL EM PENETRTION DETIL '-0" MX. EM EM T/ EM OR GIRDER. # RS FULL WIDTH OF EM WITH 90 HOOKS E. END, SET IMMEDITELY EHIND P.T. NCHORS.. ROUGHEN SURFCE OUTSIDE OF SHER KEY OR PROVIDE EXPNDED METL LTH EMEDDED T ULKHED.. CONSTRUCTION JOINT LOCTION. SEE STRUCTURL SPECIFICTIONS FOR SUMITTL REQUIREMENTS SEE STRUCTURL NOTES FOR RULES REGRDING LOCTION IN DDITION TO THE FOLLOWING. a. SET CONSTRUCTION JOINTS SO TENDON NCHORS DO NOT INTERFERE WITH P.T. EM MILD REINFORCEMENT. REQUIRED EM REINFORCEMENT CONCRETE COVER MUST E MINTINED. b. MINTIN MINIMUM " EDGE DISTNCE FROM C.L. OF NY P.T. NCHORS TO EDGE OF CONCRETE (SSUMING NO CONFLICTS PER ITEM a.) c. NOT STISFYING ITEMS a. ND b. WILL REQUIRE JOGGING THE CONSTRUCTION JOINT IN EM TO SHIFT JOINT FURTHER INTO EM SPN.. C.G. OF P.T. NCHORS TO LWYS MTCH THEORETICL HEIGHT OF TENDONS T LOCTION OF LL CONSTRUCTION JOINTS S CLCULTED Y THE P.T. VENDOR. NOTE SCHEDULED GIRDER OR EM DEPTH "D" FCE R CRITERI CONCRETE COVER Cc (IN.) MX. R SPCING (IN.) EQ EQ EQ EQ NOTE # FOR D < " # FOR < D < " # FOR <D < 8" VERIFY WITH E.O.R. FOR EMS > 8" VERIFY WITH E.O.R. ND CSTING 0 Cc / / Cc 0 Cc / / Cc / / Cc / / Cc / / Cc / " CONSTRUCTION JOINT NOTE: ST CSTING " " NOTE NOTE SCHEDULED GIRDER OR EM WIDTH "W" SCHEDULED OR DETILED TOP REINFORCEMENT FCE RS SEE CRITERI OVE SCHEDULED OR DETILED OTTOM REINFORCEMENT. PROVIDE FCE RS Y CRITERI SHOWN FOR LL EMS ND GIRDERS DEEPER THN " UNLESS GIVEN OTHERWISE IN SCEDULES OR DETILS.. LP FCE RS WITH CLSS LP T SPLICES.. SPCE FCE RS EVENLY ECH FCE ETWEEN TOP ND OTTOM REINFORCEMENT.. PROVIDE # RS IF SIZE OF R IS NOT SPECIFIED. " 9 8 SCHEDULED OR DETILED STIRRUPS NOTE NOTE TYPICL CONSTRUCTION P.T. EM TYPICL P.T. EM FCE R CRITERI DETIL FOR EMS WITH "D" > " Cc D FCE OF EM FCE R COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE Revision Date 0/0/ DRWN S-0 KWC P.T. EM S ND DETILS GMP Set //0 :0:0 PM

45 POST-TENSIONED EM SCHEDULE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0:0 PM DRWING FILE EM MRK DISTNCE FROM OTTOM OF EM SIZE EM TO CENTERLINE OF TOP RS OTTOM RS FCE EFFECTIVE EM TENDON (INCHES) RS EM PRESTRESS TYPE (E MRK FORCE "W" "D" "a" "b" "c" "d" "e" "T" "T" "T" "T" "T" "T" "T" "" "" "" "" "" "" "" "8" "9" "0" FCE) SIZE TYPE STIRRUPS (SPCING SHOWN IN INCHES) "SL" "SM" "SR" "SC" P00 " " LE kip " " /" 0" 0" # # # # P00 C P00 " " RE kip /" " 0" 0" 0" # # P00 C P00 " " LE kip " " /" 0" 0" # # # # P00 C P00 " " RE kip /" " 0" 0" 0" # # P00 C P00 " " LE 0 kip " " /" 0" 0" # # # # P00 C P00 " " RE 0 kip /" " 0" 0" 0" # # P00 C P00 " " LE 8 kip " " /" 0" 0" # # # # P00 C P008 " " RE 8 kip /" " 0" 0" 0" # # # - # - - P008 C - - CONTINUE T ND 9 RS INTO DJCENT SPN P009 " " LE kip /" " /" 0" 0" # # # # P009 C P00 " " I kip 0" " /" 0" 0" # # - - P00 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " RE kip /" " 0" 0" 0" # # P0 C P00 " " I kip " " 8 /" 0" 0" - # # # P "a" TO E DRPE T LEFT SUPPORT P00 " " RE kip " " 0" 0" 0" # # # # P00 C P00 " " LE kip /" 0" /" 0" 0" # # # # P00 C P00 0" 0" I # # # # P00 C - - DD T RS T LE EM WIDTH CHNGE/DETIL OT kip 0" " /" 0" 0" RS LIKE LE SPN P00 0" 0" RE kip 9" " 0" 0" 0" # # P00 C P00 " " S 9 kip " " " 0" 0" # - - # # P00 C P00 0" 0" LE kip 9" " /" 0" 0" # # # # P00 C P008 0" 0" RE kip 9" " 0" 0" 0" # # P008 C P009 " " LE 9 kip " " /" 0" 0" # # # # P009 C P00 " " I 9 kip 0" " /" 0" 0" # # - - P00 C P0 " " I 9 kip 0" " " 0" 0" # # - P0 C - - EXTEND T & 0 RS INTO NEXT SPN P0 " " RE 9 kip " " 0" 0" 0" P0 C - D EXTEND T & 0 RS FROM PREVIOUS SPN P0 " " LE 0 kip " " /" 0" 0" # # # # P0 C P0 " " I 0 kip 0" " /" 0" 0" # # - - P0 C P0 " " I 0 kip 0" " " 0" 0" # # - P0 C - - EXTEND T & 0 RS INTO NEXT SPN P0 " " RE 0 kip " " 0" 0" 0" P0 C - D EXTEND T & 0 RS FROM PREVIOUS SPN P0 " " LE 0 kip " " /" 0" 0" # # # # P0 C P08 " " I 0 kip 0" " /" 0" 0" # # - - P08 C P09 " " I 0 kip 0" " " 0" 0" # # - P09 C - - EXTEND T & 0 RS INTO NEXT SPN P00 " " RE 0 kip " " 0" 0" 0" P00 C - 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- P00 C P0 " " RC kip 0" /" 0" /" /" # #9 #@" P0 - FCE RS T CNTILEVER ONLY P0 " " LE 8 kip /" /" /" 0" 0" #9 # # # P P0 " " I kip 0" " /" 0" 0" # # - - P0 C 9@ 8 9@ P0 " " RE kip /" /" 0" 0" 0" # # P P0 " " LE kip /" " /" 0" 0" # # # # P0 C P0 " " I kip 0" 8" /" 0" 0" # # - - P0 C P0 " " RE kip /" /" 0" 0" 0" # # P0 C P08 " " LE kip /" " /" 0" 0" # # # # P08 C P09 " " I kip 0" " " 0" 0" # # - - P09 C P00 " " RE 8 kip /" /" 0" 0" 0" # # P P0 " " LE kip /" " /" 0" 0" # # # # P0 C P0 " " I kip 0" 0" /" 0" 0" # # - - P0 C P0 " " RE kip /" " 0" 0" 0" # # P0 C P0 " " LE kip /" " /" 0" 0" # # # # P0 C P0 " " I kip 0" 0" " 0" 0" # # - - P0 C P0 " " RE 8 kip /" /" 0" 0" 0" # # P P0 " " LE # # # # P0 C EXTEND T RS TO LP WITH T RS IN P09, 9 kip /" " /" 0" 0" EXTEND 8 RS TO LP WITH 9 RS IN P09 P08 " " I 9 kip 0" 0 /" /" 0" 0" P08 C P09 " " I 9 kip 0" /" /" 0" 0" # # - - P09 C EXTEND T RS TO LP WITH T RS IN P0 P00 " " I 9 kip 0" 0 /" /" 0" 0" # - - P00 C EXTEND 9 RS TO LP WITH 9 RS IN P0 P0 " " I 9 kip 0" 0 /" /" 0" 0" P0 C P0 " " I # # - - P0 C EXTEND T RS ND 9 RS TO HOOK T FR 9 kip 0" /" " 0" 0" RIGHT SUPPORT P0 " " RE 9 kip 8 /" 8 /" 0" 0" 0" P0 C P00 " " LE kip /" " /" 0" 0" # # # # P00 C P00 " " I kip 0" " /" 0" 0" # # - - P00 C P00 " " I kip 0" " /" 0" 0" # # - - P00 C P00 " " I kip 0" " /" 0" 0" # # - - P00 C P00 " " RE kip " " 0" 0" 0" # # P00 D P00 " " LE 9 kip /" " /" 0" 0" # # # # P00 C 8@ P00 0" 0" I 9 kip 0" " /" 0" 0" # # # # P00 C P008 0" 0" RE 9 kip 9" " 0" 0" 0" # # P008 C P009 0" 0" LE kip 9" " /" 0" 0" # # # # P009 C P00 0" 0" RE kip 9" " 0" 0" 0" # # P00 C P0 " " LE kip " " /" 0" 0" # # # # P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C DIGRM TYPE EM REMRKS COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC P.T. EM SCHEDULES GMP Set //0 :0:0 PM

46 POST-TENSIONED EM SCHEDULE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0:0 PM DRWING FILE EM MRK DISTNCE FROM OTTOM OF EM SIZE EM TO CENTERLINE OF TOP RS OTTOM RS FCE EFFECTIVE EM TENDON (INCHES) RS EM PRESTRESS TYPE (E MRK FORCE "W" "D" "a" "b" "c" "d" "e" "T" "T" "T" "T" "T" "T" "T" "" "" "" "" "" "" "" "8" "9" "0" FCE) SIZE TYPE STIRRUPS (SPCING SHOWN IN INCHES) "SL" "SM" "SR" "SC" P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " RE kip " " 0" 0" 0" # # P0 C P08 0" " LE 89 kip " " /" 0" 0" # # # # P08 C P09 0" " I 89 kip 0" " /" 0" 0" # # - - P P00 0" " RE 89 kip /" " 0" 0" 0" # # P00 C P0 " " LE kip " " /" 0" 0" # # # # P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " RE kip /" " 0" 0" 0" # # P0 C P0 " " LE kip " " /" 0" 0" # # # # P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " RE kip /" " 0" 0" 0" # # P0 C P0 " " LE 8 kip " " /" 0" 0" # # # # P0 C P08 " " I 8 kip 0" " /" 0" 0" # # - - P08 C P09 " " RE 8 kip " " 0" 0" 0" # # P09 C P00 " 8" LC # # # - # # P00 C D EM STEPPED - CNTILEVER "D. SEE TYPICL kip 0" " /" " " EM STEP DETIL P0 " 8" I kip 0" 8" /" 0" 0" # # - - P0 C P0 " " RE kip /" " 0" 0" 0" # # P0 C P0 " " LC kip 0" " /" /" " # # # - # # P0 C D - P0 " " I kip 0" 0" 8 /" 0" 0" # # # - - P0 C - D - P0 " " RE kip /" " 0" 0" 0" # # P0 C P0 " 8" LC # # # - # # P0 C D EM STEPPED - CNTILEVER "D. SEE TYPICL kip 0" " /" " " EM STEP DETIL P0 " " I kip 0" " 8 /" 0" 0" # # - - P0 D P08 " " RE kip /" " 0" 0" 0" # # P08 C P09 " " LE 0 kip " " /" 0" 0" # # # # P09 C P00 " " I 0 kip 0" " /" 0" 0" # # - - P00 C P0 " " RE # # P0 C - - EM STEPS TO 8". SEE TYPICL EM 0 kip " " 0" 0" 0" STEP DETIL P0 " " LE kip " " /" 0" 0" # # # # P0 C P0 " " I kip 0" " /" 0" 0" # # - - P0 C P0 " " RE # # P0 C - - EM STEPS TO 8". SEE TYPICL EM kip " " 0" 0" 0" STEP DETIL P0 " " LE 9 kip " " /" 0" 0" # # # # P0 C P0 " " I 9 kip 0" " /" 0" 0" # # - - P0 C P0 " " RE # # P0 C - - EM STEPS TO 8". SEE TYPICL EM 9 kip " " 0" 0" 0" STEP DETIL P08 " " LE kip " " /" 0" 0" # # # # P08 C P09 " " I kip 0" " /" 0" 0" # # - - P09 C P00 " " RE # # P00 C - - EM STEPS TO 8". SEE TYPICL EM kip 8" " 0" 0" 0" STEP DETIL P0 0" " LE kip " " /" 0" 0" # # # # P0 C P0 0" " I kip 0" " /" 0" 0" # # - - P P0 " " RE # # P0 C - - EM STEPS TO 8". SEE TYPICL EM kip " " 0" 0" 0" STEP DETIL P0 " " I kip " " 8 /" 0" 0" - # # # P0 - - "a" TO E DRPE T LEFT SUPPORT P0 " " RE kip " " 0" 0" 0" # # # # P0 C P0 " " S 89 kip " " " 0" 0" # - - # # P P0 8" " S kip " " " 0" 0" # - - # # P0 C P08 " " S 9 kip /" " /" 0" 0" # - - # # P08 C P09 " " LE kip /" " " 0" 0" # # # # # P P00 " " RE kip /" " " 0" 0" # # # # P "c" TO E DRPE T LEFT SUPPORT P0 " " LE 0 kip /" " 8 /" 0" 0" - - #9 - #9 # # #9 # P0 C PLCE () T RS ND () RS IN ND LYER P0 " " RE # # # P0 C "c" TO E DRPE T LEFT SUPPORT. PLCE () 0 kip /" " 8 /" 0" 0" RS IN ND LYER P0 " " LE 89 kip " 0" 8 /" 0" 0" # # # # # P P0 " " I 89 kip 0" " 8 /" 0" 0" - # # # P0 " " I 89 kip 8 /" " 8 /" 0" 0" - # # # "a" TO E DRPE T LEFT SUPPORT P0 " " RE 89 kip " 0" 0" 0" 0" # # # # P P0 " " RE kip " " " 0" 0" # # # # P0 - - "c" TO E DRPE T LEFT SUPPORT P000 " " LE kip /" /" 8 /" 0" 0" #9 # # # P000 C P00 " " RE kip /" /" 0" 0" 0" #9 # # P00 C P00 " " LE kip /" " 8 /" 0" 0" #9 # # # P00 C P00 " " RE kip /" " 0" 0" 0" #9 # # P00 C P00 0" " LE 9 kip " " /" 0" 0" # - # - # # # # P00 C P00 0" " I 9 kip 0" " /" 0" 0" - - #9 - - # # - - P00 C P00 0" " RE 9 kip " /" 0" 0" 0" # # # P00 C P00 0" " LE kip " /" /" 0" 0" # - # - # # # # P00 C P008 0" " I kip 0" " /" 0" 0" - - #9 - - # # - - P008 C P009 0" " RE kip " /" 0" 0" 0" # # # P009 C P00 " " LE 9 kip /" " /" 0" 0" # - # - # # # # # P00 C P0 " " I - - #9 - - # # # # - - P0 C - - EXTEND 8 R '-0" INTO ECH SPN DJCENT TO 9 kip 0" 0" /" 0" 0" RIGHT SUPPORT P0 " " RE 9 kip 0" /" /" 0" 0" # # # P0 " " RE kip 0" /" /" 0" 0" # # # P0 " " LE 0 kip /" " /" 0" 0" # - # - # # # # # P0 C P0 " " I 0 kip 0" 0" /" 0" 0" - - #9 - - # # # - - P0 C P0 " " RE 0 kip 0" /" /" 0" 0" # # # # P0 C P0 " " RE kip 0" /" /" 0" 0" # # # # P08 " " LE 8 kip /" /" /" 0" 0" #9 - #9 - #9 # # # # P09 " " I 8 kip 0" " /" 0" 0" - - #9 - - # # # - - P09 C P00 " " RE 8 kip 0" /" /" 0" 0" # # # # P0 " " RC kip 0" " 0" 0 /" 0 /" #0 - - #0 - - # # MINTIN " DEPTH T STEP P0 " " LE 9 kip /" /" /" 0" 0" #9 - #9 - #9 # # # P0 " " I 8 kip 0" " /" 0" 0" - - #9 - - # # # - - P0 C P0 " " RC 8 kip 0" /" 0" 0 /" 0 /" #0 - - #0 - - # # P0 " " I - - #9 - - # # # # - - P0 C - - EXTEND 8 R '-0" INTO ECH SPN DJCENT TO 0 kip 0" 0" /" 0" 0" RIGHT SUPPORT P0 " " RE 8 kip 0" /" /" 0" 0" # # # P0 " " LE kip /" /" /" 0" 0" #9 - #9 - #9 # # # # P08 " " I kip 0" " /" 0" 0" - - # - - # # # - - P08 C P09 " " RC kip 0" 8" 0" /" 9" # - - # - - # # - P09 C - MINTIN " DEPTH T STEP P00 " " I 0 kip " /" " 0" 0" - - #9 - - # # USE HRPED TENDON PROFILE P0 " " I # # SPLICE 9 RS WITH 9 RS FROM DJCENT 0 kip 0" /" " 0" 0" LEFT EM T MIDSPN P0 " " I 0 kip 0" /" " 0" 0" # # USE HRPED TENDON PROFILE P0 " " RE # CONTINUE T RS FROM DJCENT LEFT EM THROUGH SPN. TERMINTE T RS T RIGHT 0 kip 0" /" /" 0" 0" SUPPORT WITH CI STNDRD HOOK. SPLICE 9 RS WITH 9 RS FROM DJCENT LEFT EM T MIDSPN P000 " " LE 08 kip /" " 8 /" 0" 0" #9 # # # P P00 " " RE 08 kip /" " 8 /" 0" 0" #9 # # P P00 " " LE kip /" /" 8 /" 0" 0" #9 # # # P00 C P00 " " I kip 0" 8" 8 /" 0" 0" - # # # P00 C P00 " " RE kip /" /" 0" 0" 0" #9 # # P00 C P00 " " LE kip /" " 8 /" 0" 0" #9 # # # P00 C P00 " " RE kip /" " 0" 0" 0" #9 # # P00 C P00 " " I kip " /" " 0" 0" - - # - - # # - - P00 C - - USE HRPED TENDON PROFILE P008 " " I # # - - P008 C - - SPLICE 9 RS WITH 9 RS FROM DJCENT kip 0" /" " 0" 0" LEFT EM T MIDSPN P009 " " I # # - - P009 C - - SPLICE 9 RS WITH 9 RS FROM DJCENT kip 0" /" " 0" 0" LEFT EM T MIDSPN DIGRM TYPE EM REMRKS COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC P.T. EM SCHEDULES GMP Set //0 :0:0 PM

47 POST-TENSIONED EM SCHEDULE E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0: PM DRWING FILE DISTNCE FROM OTTOM OF EM SIZE EM TO CENTERLINE OF TOP RS OTTOM RS FCE STIRRUPS EFFECTIVE EM EM TENDON (INCHES) RS EM PRESTRESS MRK TYPE (E MRK (SPCING SHOWN IN FORCE "W" "D" "a" "b" "c" "d" "e" "T" "T" "T" "T" "T" "T" "T" "" "" "" "" "" "" "" "8" "9" "0" FCE) SIZE TYPE INCHES) DIGRM EM REMRKS "SL" "SM" "SR" "SC" TYPE P00 " " I 0 kip 0" /" " 0" 0" # # USE HRPED TENDON PROFILE P0 " " RE # CONTINUE T RS FROM DJCENT LEFT EM THROUGH SPN. TERMINTE T RS T RIGHT 0 kip 0" /" /" 0" 0" SUPPORT WITH CI STNDRD HOOK. SPLICE 9 RS WITH 9 RS FROM DJCENT LEFT EM T MIDSPN P0 0" " LE kip " /" /" 0" 0" # - # - # # # # P0 C P0 0" " I kip 0" " /" 0" 0" - - #9 - - # # - - P0 C P0 0" " RE kip " /" 0" 0" 0" # # # P0 C P0 " " LE 9 kip /" " /" 0" 0" # - # - # # # # # P0 C P0 " " I - - #9 - - # # # # - - P0 C - - EXTEND 8 R '-0" INTO ECH SPN DJCENT 9 kip 0" 0" /" 0" 0" TO RIGHT SUPPORT P0 " " RE 9 kip 0" /" /" 0" 0" # # # P08 " " RE 9 kip 0" /" /" 0" 0" # # # P09 " " LE 0 kip /" " /" 0" 0" # - # - # # # # # P09 C P00 " " I 0 kip 0" 0" /" 0" 0" - - #9 - - # # # - - P00 C P0 " " RE 0 kip 0" /" /" 0" 0" # # # # P0 C P0 " " LE 0 kip /" " /" 0" 0" # - # - # # # # # P0 C P0 " " I 0 kip 0" 0" /" 0" 0" # # # - - P0 C P0 " " RE 0 kip 0" " /" 0" 0" # # # P0 C P0 " " LE 8 kip /" /" /" 0" 0" #9 - #9 - #9 # # # # P0 " " I 8 kip 0" " /" 0" 0" - - #9 - - # # # - - P0 C P0 " " RE 8 kip 0" " /" 0" 0" # # # # P0 C P08 " " LE kip /" /" /" 0" 0" #9 - #9 - #9 # # # P09 " " I kip 0" /" /" 0" 0" # #9 - - P09 C P00 " " RE 9 kip 0" 0" 0" 0" 0" # # # P00 C - - SEE 8/S-0 FOR TENDON PROFILE P0800 " 0" LE #9 # #9, # # #9 # # P # T RS TO E PLCED S SECOND LYER OF 8 kip " /" 0" /" " REINFORCEMENT P080 " 0" RE #9 # #9, # # #9 # P # T RS TO E PLCED S SECOND LYER OF 8 kip " /" 0" /" " REINFORCEMENT P080 0" 0" I kip 0" " /" 0" 0" # # - - P080 C SEE /S-0 P080 0" 0" RE kip /" " 0" 0" 0" # # P080 C P080 " " I 0 kip 0" " " 0" 0" # # - - P080 C SEE /S-0 P080 " " RE kip /" 9" 0" 0" 0" # # P P080 " " I kip 0" " " 0" 0" # # - - P080 C SEE /S-0 P080 " " RE 8 kip /" /" 0" 0" 0" # # P P0808 " " LE kip " " /" 0" 0" # # # # P0808 C P0809 " " I kip 0" " " 0" 0" # # - - P0809 C SEE /S-0 P080 " " RE 80 kip /" /" 0" 0" 0" # # P P08 " " LE 0 kip /" " /" 0" 0" # # # # P08 C P08 " " I 0 kip 0" 9" 0 /" 0" 0" # # - - P08 C 8 8 8@ - - SEE /S- P08 " " RE 9 kip /" 9 /" 0" 0" 0" # # P P08 " " LE 0 kip /" " /" 0" 0" # 9# # # P08 C P08 " " I 0 kip 0" " " 0" 0" # # - - P08 C 8 8 8@ - - SEE /S- P08 " " RE kip /" " 0" 0" 0" # # P08 C P08 " " LE kip " " /" 0" 0" # # # # P08 C P088 " " I kip 0" " 0 /" 0" 0" # # - - P088 C 8 8 8@ - - SEE /S- P089 " " RE kip /" /" 0" 0" 0" # # P P080 " " LE kip " " /" 0" 0" # # # # P080 C P08 " " I kip 0" 9" " 0" 0" # # - - P08 C SEE /S-0 P08 " " RE kip /" 0" 0" 0" 0" # # P P08 " 0" LE # # # # P08 C EXTEND T RS TO LP WITH T RS IN P08, 0 kip /" " /" 0" 0" EXTEND 8 RS TO LP WITH 9 RS IN P08 P08 " 0" I 0 kip 0" /" /" 0" 0" P08 C P08 " " I 0 kip 0" 0 /" /" 0" 0" # # - - P08 C EXTEND T RS TO LP WITH T RS IN P088 P08 " 0" I 0 kip 0" /" /" 0" 0" # - - P08 C EXTEND 9 RS TO LP WITH 9 RS IN P088 P08 " 0" I 0 kip 0" /" /" 0" 0" P08 C P088 " " I # # - - P088 C EXTEND T RS ND 9 RS TO HOOK T FR 0 kip 0" " /" 0" 0" RIGHT SUPPORT P089 " 0" RE 0 kip /" /" 0" 0" 0" P089 C P090 0" " LE kip " " /" 0" 0" # # # # P090 C P090 0" " RE kip " " 0" 0" 0" # # P090 C P090 " " LE 0 kip " " /" 0" 0" # # # # P090 C P090 " " RE 0 kip " " 0" 0" 0" # # P090 C P090 " " LE kip " " /" 0" 0" # # # # P090 C P090 " " RE kip " " 0" 0" 0" # # P090 C P090 " " LE 0 kip /" " /" 0" 0" # # # # P090 C P0908 " " RE 0 kip /" 0" 0" 0" 0" # # P0908 C P0909 " " LE 0 kip /" " /" 0" 0" # # # # P0909 C P090 " " RE 0 kip /" 0" 0" 0" 0" # # P090 C - - PROVIDE DDED STIRRUPS PER /S-0 P09 " " LE 0 kip /" " /" 0" 0" # # # # P09 C P09 " " RE 0 kip " 0" 0" 0" 0" # # P09 C P09 " " LE kip " " /" 0" 0" # # # # P09 C P09 " " RE kip " " 0" 0" 0" # # P09 C - - PROVIDE DDED STIRRUPS PER /S-0 P0 0" " LE kip " /" /" 0" 0" # # # # P0 C P0 0" " RE kip " /" 0" 0" 0" # # P0 C P0 0" " LE 0 kip " /" /" 0" 0" # # # # P0 C P0 0" " RE 0 kip /" " 0" 0" 0" # # P0 C P0 0" " LE kip " /" /" 0" 0" # # # # P0 C P0 0" " RE kip /" " 0" 0" 0" # # P0 C P0 0" " LE kip " /" /" 0" 0" # # # # P0 C P08 0" " RE kip /" /" 0" 0" 0" # # P08 C P09 0" " LE kip /" /" /" 0" 0" # # # # P09 C P0 0" " RE kip /" 9" 0" 0" 0" # # P0 C P 0" " LE kip /" /" /" 0" 0" # # # # P C P 0" " RE kip /" 9" 0" 0" 0" # # P C P 0" " LE kip /" /" /" 0" 0" # # # # P C P 0" " RE kip /" /" 0" 0" 0" # # P C P 0" " LE 0 kip " /" /" 0" 0" # # # # P C P 0" " RE 0 kip /" " 0" 0" 0" # # P C P 0" " LE 0 kip " /" /" 0" 0" # # # # P C P8 0" " RE 0 kip /" /" 0" 0" 0" # # P8 C P9 0" " LE 9 kip " /" /" 0" 0" # # # # P9 C P0 0" " RE 9 kip /" /" 0" 0" 0" # # P0 C P " " LE 08 kip /" /" /" 0" 0" #9 # # # #9 - # P C P " " I 08 kip 0" " /" 0" 0" - # # # - # P C P " " I - # #9, # #9 - # P C - - #9 T RS TO E PLCED S SECOND LYER OF 08 kip 0" " /" 0" 0" REINFORCEMENT P " " I - # #9, # #9 - # P C - - #9 T RS TO E PLCED S SECOND LYER OF 08 kip 0" /" /" 0" 0" REINFORCEMENT P " " I - # #9, # #9 #9 # P C - - #9 T RS ND RS ECH TO E PLCED S 08 kip 0" /" /" 0" 0" SECOND LYER OF REINFORCEMENT, EXTEND T TOP RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH ('-0" MIN.) P " " I 08 kip 0" /" /" 0" 0" - # #9, # #9 - # P C - - #9 T RS TO E PLCED S SECOND LYER OF REINFORCEMENT, EXTEND T TOP RS STRIGHT INTO DJCENT SL FOR DEVELOPMENT LENGTH ('-0" MIN.) P " " I - # #9, # #9 #9 # P C - - #9 T RS ND RS ECH TO E PLCED S 08 kip 0" /" /" 0" 0" SECOND LYER OF REINFORCEMENT P8 " " I 08 kip 0" " /" 0" 0" - # # #9 - # P8 C P9 " " I 08 kip 0" 0" /" 0" 0" - # # #9 - # P9 C P0 " " I 08 kip 0" 0" /" 0" 0" - # # #9 - # P0 C P " " RE 08 kip /" /" 0" 0" 0" #9 # # # P C COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. CLIENT NME PROJECT NME PROJECT No..00 Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia DTE 0/0/ DRWN S-0 KWC P.T. EM SCHEDULES GMP Set //0 :0: PM

48 COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN PROJECT NME CLIENT NME NOTE: SEE COLUMN REINFORCING DIGRM FOR COLUMN TIE SPCING REQUIREMENTS EXTR TIE REQUIRED T END OF SPLICE () DOWELS TO MTCH COLUMN VERTICL REINFORCING Lx CONT. /" DI. x " LONG '-0" COLUMN FOR SIZE ND REINF. COLUMN TIE & STIRRUP SCHEDULE # * TIE & STIRRUP SPCING (INCHES) COL. VERT. REINF. LEST COL. DIM. 8" 0" " " " 8" 0" " ND OVER # #0 #9 #8 # # # USE # TIES & STIRRUPS FOR # RS.. TIES & STIRRUPS TO E " T COLUMNS W/ RRIER CLES SEE RRIER CLE COLUMN DETILS. TYPE "T" 8 RS TYPE "T" 0 RS TYPE "T" 0 RS TYPE "T0" RS TYPE "T9" RS TYPE "T8" 8 RS TYPE "T" RS TYPE "T" RS TYPE "T" RS LP TIES MINIMUM OF " ND PROVIDE 90 DEG. STNDRD HOOK STGGER LT. LPS 80 DEG. OPPOSITE SIDES TYPE "T" R NUMER VRIES TYPE "T" RS TYPE "T" RS TYPE "T" 8 RS S/ " S LP SPLICE CLSS "" STNDRD CI 90 HOOK " OR GRETER OFFSET () EXTR TIE REQUIRED T END OF SPLICE () CLSS "" LP SPLICE CLSS "" LP SPLICE NOTE: SEE COLUMN REINFORCING DIGRM FOR COLUMN TIE SPCING REQUIREMENTS DOWEL TO MTCH COLUMN VERTICL REINFORCING FROM OVE " OR GRETER OFFSET () EXTR TIE REQUIRED T END OF SPLICE () CLSS "" LP SPLICE CLSS "" LP SPLICE NOTE: SEE COLUMN REINFORCING DIGRM FOR COLUMN TIE SPCING REQUIREMENTS DOWEL TO MTCH COLUMN VERTICL REINFORCING FROM OVE STNDRD CI 90 HOOK S/ " CLERSPN S / S WHERE EMS FRME FROM FOUR DIRECTIONS INTO COLUMN ND THE EM WIDTH ON ECH COLUMN FCE CONFINES MIN. OF / OF THE COLUMN WIDTH, TERMINTION OF TIES NOT MORE THN " ELOW LOWEST REINFORCEMENT IN SHLLOWEST OF SUCH EMS SHLL E PERMITTED S/ " () EXTR " T OTTOM OF END () EXTR TIE REQUIRED T END OF SPLICE () CLERSPN S / S SPLICE () CLSS "" LP (MIN.) R END NOTE: S = TIE SPCING PER COLUMN SCHEDULE CLERSPN T/SL T/FOUNDTION / S LSOSEE /S8-0 FOR DD'L INFO. ' - 0" ' - 0" # VERT. # TIES@8" ' - 0" 8" 0# VERT. LSO SEE /S8-0 FOR DD'L INFO. # STIRRUPS & 8" PROJECT No /0/ //0 :0: PM CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC COLUMN DETILS Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 Revision Date GMP Set DETIL POST DETIL TYPICL COLUMN T TRNSFER EM COLUMN DETIL T " OR GRETER OFFSET COLUMN DETIL T " OR GRETER OFFSET (GRVITY COLUMNS) COLUMN REINFORCING DIGRM T EMS TYPICL LODING DOCK COLUMN CORNER PROTECTION STEEL TIE REINFORCING DIGRM FOR COLUMNS S8-0 E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0: PM DRWING FILE

49 PROJECT No..00 C D. F P Parking 90'-0" T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level CF 9'-0" P Parking 9'-0" P Parking 90'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C D. F T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level CF 9'-0" P Parking 9'-0" P Parking 90'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C8_ C8_ C8_ C8_ C8_ C8_ C8_ C8_8 C8_9 C_ C_ C_ C_ C_ C_ C. D. F T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level CF 9'-0" P Parking 9'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C8_ C8_ C8_ C8_ C8_ C8_ C8_ C8_8 C8_9 C_ C_ C_ C_ C_ C_ C. D D. F T.O. Screen Wall 0'-8" T.O. Roof Canopy 08'-0" T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level CF 9'-0" P Parking 9'-0" P Parking 90'-0" P Parking 90'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C8_0 C8_ C8_ C8_ C8_ C8_ C8_ C8_ C8_8 C8_9 C_ C_ C_ C_ C_ C_. C. D D. F T.O. Screen Wall 0'-8" T.O. Roof Canopy 08'-0" T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level CF 9'-0" P Parking 9'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C8_ C8_ C8_ C8_ C8_ C8_ C8_ C8_8 C8_9 C8_0 C9_ C9_8 C9_9 C9_0 C9_ C9_ C9_ C9_ C9_ C9_ C_ C_ C_ C_ C_ C_ P Parking 90'-0" S- C. D D. E. F T.O. Screen Wall 0'-8" T.O. Roof Canopy 08'-0" T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level Retail/Parking 9'-" P Parking 9'-0" COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN //0 :0: PM PROJECT NME CLIENT NME S8-0 COLUMN LINE "" SERIES COLUMN ELEVTION COLUMN LINE "" SERIES COLUMN ELEVTION COLUMN LINE "" SERIES COLUMN ELEVTION 0 0/0/ GMP Set COLUMN LINE "" SERIES COLUMN ELEVTION CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC COLUMN ELEVTIONS COLUMN LINE "" SERIES COLUMN ELEVTION Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 COLUMN LINE "" SERIES COLUMN ELEVTION C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C8_ C8_ C8_ C8_ C8_ C8_ C8_ C8_8 C8_9 C8_0 C9_ C9_8 C9_9 C9_0 C9_ C9_ C9_ C9_ C9_ C9_ C_ C_ C_ C_ C_ C_ E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0: PM DRWING FILE

50 PROJECT No..00. C. D D. F G H I J T.O. Screen Wall 0'-8" T.O. Roof Canopy 08'-0" T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level. Ramp Offset 9'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 90'-0" P Parking 89'-0" P Parking 90'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C0_8 C0_9 C0_0 C0_ C0_ C0_ C0_ C0_ C0_ C0_ C0_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C. D D. F G H I J T.O. Screen Wall 0'-8" T.O. Roof Canopy 08'-0" T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level. Ramp Offset 9'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 89'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C0_ C0_ C0_ C0_ C0_ C0_ C0_ C0_8 C0_9 C0_0 C0_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ F Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 90'-0" P Parking 89'-0" P Parking 90'-0" C_ C_ C_ C_ C_ C_ C. D. J T.O. Screen Wall 0'-8" T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level. Ramp Offset 9'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 89'-0" F Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 90'-0" P Parking 89'-0" COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN //0 :0: PM PROJECT NME CLIENT NME S8-0 COLUMN LINE "8." SERIES COLUMN ELEVTION COLUMN LINE "9" SERIES COLUMN ELEVTION COLUMN LINE "9." SERIES COLUMN ELEVTION 0 0/0/ GMP Set COLUMN LINE "" SERIES COLUMN ELEVTION CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC COLUMN ELEVTIONS Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 COLUMN LINE "8" SERIES COLUMN ELEVTION C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0: PM DRWING FILE

51 PROJECT No..00 C. D. F G H I J T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level. Ramp Offset 9'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 90'-0" P Parking 89'-0" F Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 90'-0" P Parking 89'-0" P Parking 90'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C. D D. J T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level. Ramp Offset 9'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 89'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C_ C_ C_ C_ C D. F G H I J T.O. Parapet 0'-" Roof 0'-" Level 008'-0" Level 99'-8" Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level. Ramp Offset 9'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 90'-0" P Parking 89'-0" C_ C_ C_ C_ C_ C_ C_ C_8 C_9 C_0 C9_ C9_ C9_ C9_ C9_ C9_ C9_ C9_8 C9_9 C9_0 C9_ C9_ C9_ C9_ C9_ C9_ C9_ C9_ C9_8 C9_9 C9_0 C9_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ C_ F Level 98'-" Level 9'-0" Level 9'-" Level 90'-0" Level Retail/Parking 9'-" P Parking 9'-0" P Parking 90'-0" P Parking 89'-0" COPYRIGHT - ll reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. ny use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws. DTE DRWN //0 :0: PM PROJECT NME CLIENT NME S8-0 COLUMN LINE "." SERIES COLUMN ELEVTION COLUMN LINE "" SERIES COLUMN ELEVTION 0 0/0/ GMP Set COLUMN LINE "0" SERIES COLUMN ELEVTION COLUMN LINE "0." SERIES COLUMN ELEVTION CORNERSTONE MEDICL UILDING 8, 89, 89, 90 Peachtree Road tlanta, Georgia 009 KWC COLUMN ELEVTIONS Cornerstone RH Medical uilding SPE, LLC lpharetta, G 000 COLUMN LINE "" SERIES COLUMN ELEVTION C_ C_ C_ C_ C_ C_ C_ E:\Revit_Local_Files\-CornerstoneMO-SDL_kcady.rvt //0 :0: PM DRWING FILE